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HomeMy WebLinkAboutA106 FIREPROOFING DETAILS.PDFProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CA R M E L C I T Y C E N T E R - B U I L D I N G A 72 0 S . R A N G E L I N E R O A D UN I T 7 0 3 C A R M E L , I N 4 6 0 3 2 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date #CAD Technician #Architect PEDCOR DESIGN GROUP LLC #Pln A106 FIREPROOFING DETAILS ##/##/#### THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL ANDUNPUBLISHED 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 BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2013JAMES R. STUTZMAN, AIA, Carmel, Indiana. #Project Status Th u r s d a y , A p r i l 1 8 , 2 0 1 3 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . 5 0 0 : P E N T H O U S E C D s : P e n t h o u s e T e n a n t s : U N I T - 7 0 3 C U R R E N T : 7 0 3 . p l n E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN PHASE 1, BLDG A 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 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 NO M I N A L JO I N T W I D T H 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 4 3/4" 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. RATEDWALL, MIN. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE DEMISING WALL RESIDENCE SIDE FIRE CAULKASSEMBLY DOUBLE LAYEROF 5/8" GYPSUMBOARD 1 HR. RATEDWALL, MIN. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE DEMISING WALL RESIDENCE SIDE DOUBLE LAYER OF 5/8" GYPSUMBOARD FIRE-RESISTIVE JOINT SPRAYOVER MINERAL WOOL,REFERENCE U.L.SYSTEM #HW-D-0377. FIRE CAULK ASSEMBLY MAX.1 HR. RATEDWALL 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 CAULKASSEMBLY FIRE-RESISTIVEJOINT SPRAYOVER MINERAL WOOL,REFERENCE U.L. SYSTEM #HW-D-0377. MAX. FIRE CAULKASSEMBLY 1 HR. RATED WALL CORRIDOR SIDE 5/8" TYPE X (GYPSUM BOARDBOTH 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) DOUBLE LAYER OF 5/8" GYPSUM BOARD 0. 2 3 6 1" 0. 1 9 7 " GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM WH I T E BO X (S H E L L & C O R E ) IN T E R I O R IM P R O V E M E N T S QT4005SCU (INTERIOR IMPROVEMENTS QT3006.3W 0. 2 3 6 1" 0. 1 9 7 " GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM SINGLE BOTTOM PLATE NON-LOAD BEARING PARTITION AT INTERIOR PARTITIONS WH I T E BO X (S H E L L & C O R E ) IN T E R I O R IM P R O V E M E N T S QT4005SCU (INTERIOR IMPROVEMENTS QT3006.3W 0. 2 3 6 1" 0. 1 9 7 " QT4005SCU (INTERIOR IMPROVEMENTS QT3006.3W GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM DOUBLE BOTTOM PLATE AT ALL DEMISING WALLS ISOLATION FILLER AT DEMISING AND SHELL CORRIDOR WALL WH I T E BO X (S H E L L & C O R E ) IN T E R I O R IM P R O V E M E N T S SCALE: 1 1/2"= 1'-0" 1 FIRE PROOFING DETAIL A106 0 6''12''18'' SCALE: 1" = 1'-0" 2 FIRE PROOFING DETAIL A106 0 6''1'2' SCALE: 3" = 1'-0" 5 TYPICAL DETAILS A106 0 3''6''9'' SCALE: 3" = 1'-0" 4 TYPICAL DETAILS A106 0 3''6''9'' SCALE: 3" = 1'-0" 3 TYPICAL DETAILS A106 0 3''6''9'' BANK SET 03.08.13 STATE RELEASE 04.16.13 CDB, LGA 03.08.13 DJS,RJP