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Home My WebLink AboutA105 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: 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 A105 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, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS 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. © COPY RIGHT 2014JAMES R. STUTZMAN, AIA, Carmel, Indiana. #Project Status SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA CAREA B R KEY PLAN BLDG A CONDO 601 Th u r s d a y , F e b r u a r y 2 7 , 2 0 1 4 ; 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 6 0 1 - P E D I G O : D R A W I N G S : I B A S E - 6 0 1 0 2 0 3 1 4 . p l n STATE RELEASE 02.18.14 CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 1 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 SPS, MCAJR 02.18.14 State Release Set 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 LATHATTACHED TO OUTRIGGER NO EXPOSED METAL 0.145"x|4" POWER ACTUATEDFASTENER @ 16" O.C. (MAX.) (TYP.)REFERENCE FASTENER MANUFACTURERICBO FOR FASTENER CAPACITYOR 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 CAULKASSEMBLY 1 HR. RATEDWALL, MIN. 2 1/2", 20 GA.STUD 16" O.C. 'T' GRID CEILING RESIDENCESIDEDEMISINGWALL RESIDENCESIDE 1 HR. RATEDWALL, MIN. 2 1/2", 20 GA.STUD 16" O.C. 'T' GRID CEILING RESIDENCESIDEDEMISINGWALL RESIDENCESIDE FIRE CAULKASSEMBLY DOUBLE LAYEROF 5/8" GYPSUMBOARD 1 HR. RATEDWALL, MIN. 2 1/2", 20 GA.STUD 16" O.C. 'T' GRID CEILING RESIDENCESIDEDEMISING WALL RESIDENCESIDE DOUBLE LAYEROF 5/8" GYPSUMBOARD FIRE-RESISTIVEJOINT SPRAYOVER MINERAL WOOL,REFERENCE U.L.SYSTEM #HW-D-0377. FIRE CAULKASSEMBLY MAX.1 HR. RATEDWALL CORRIDORSIDE 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 RESIDENCESIDECORRIDOR WALL FIRE CAULKASSEMBLY FIRE-RESISTIVEJOINT SPRAYOVER MINERAL WOOL,REFERENCE U.L.SYSTEM #HW-D-0377. MAX. FIRE CAULKASSEMBLY 1 HR. RATEDWALL CORRIDORSIDE 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 RESIDENCESIDE 1 HR. RATEDWALL CORRIDORSIDE 3 5/8", 20 GA.STUD @ 16" O.C. 'T' GRID CEILING CORRIDORWALL SFRM ONSTEEL BEAM 2 1/2", 20 GA.STUD 16" O.C. CORRIDORWALL RESIDENCESIDE FIRE CAULKASSEMBLY 5/8" TYPE X(GYPSUM BOARDBOTH SIDES) DOUBLE LAYEROF 5/8" GYPSUMBOARD 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(INTERIORIMPROVEMENTS QT3006.3W 0. 2 3 6 1" 0.1 9 7 " GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM SINGLE BOTTOMPLATENON-LOAD BEARINGPARTITION 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(INTERIORIMPROVEMENTS QT3006.3W 0.2 3 6 1" 0.1 9 7 " QT4005SCU(INTERIORIMPROVEMENTS QT3006.3W GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM DOUBLE BOTTOMPLATE AT ALLDEMISING 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 A105 0 6''12''18'' SCALE: 1" = 1'-0" 2 FIRE PROOFING DETAIL A105 0 6''1'2' SCALE: 3" = 1'-0" 5 TYPICAL DETAILS A105 0 3''6''9'' SCALE: 3" = 1'-0" 4 TYPICAL DETAILS A105 0 3''6''9'' SCALE: 3" = 1'-0" 3 TYPICAL DETAILS A1050 3''6''9''