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HomeMy WebLinkAboutA-510 - INTERIOR FRAMING DETAILS_ TYPICALSDOUBLE 20 GAGE METAL STUDS AT BOTH JAMBS 20 GAGE METAL FLOOR TRACK 1" x 22 GAGE METAL STRAP AT 3'-6" OCD EACH SIDE DOOR OPENING JAMB STUD LARGE OPENING JAMB STUD 20 GAGE METAL TRACK AT FLOOR 1" x 22 GAGE METAL STRAP AT 3'-6" O.C. EACH SIDE. DOUBLE 20 GAGE METAL STUDS 20 GAGE CLIP ANGLE AT JAMB STUD FOR SILL SUPPORT 20 GAGE METAL SILL TRACK BELOW. NON LOAD BEARING WALL CONDITION NON LOAD BEARING WALL CONDITION OPENING HEADER NON LOAD BEARING WALL CONDITION 20 GAGE CLIP ANGLE AT JAMB STUD FOR SILL SUPPORT 20 GAGE METAL STUD 20 GAGE METAL TRACK NOTE: THIS DETAIL IS TYPICAL FOR OPENINGS IN NON LOAD BEARING WALLS UP TO 4'-0" WIDE. DOOR OPENING HEADER NON LOAD BEARING WALL CONDITION 20 GAGE CLIP ANGLE AT JAMB STUD FOR HEADER SUPPORT DOUBLE 20 GAGE METAL STUDS AT JAMBS 20 GAGE TRACK STUD 20 GAGE METAL STUD DETAIL # 1 DETAIL #2 DETAIL #3 LARGE OPENING HEADER NON LOAD BEARING WALL CONDITION 20 GAGE CLIP ANGLE AT JAMB STUD FOR HEADER SUPPORT DOUBLE 20 GAGE METAL STUDS AT JAMBS 20 GAGE TRACK STUD 20 GAGE CLIP ANGLE AT JAMB STUD FOR HEADER SUPPORT DOUBLE 6" 20 GAGE METAL STUDS DETAIL #4 DETAIL #5 NOTE: THIS DETAIL IS TYPICAL FOR OPENINGS IN NON LOAD BEARING WALLS UP TO 4'-0" WIDE. METAL STUD AT 16" O.C. SLOTTED TOP TRACK 1 1/4" 1 1/4" LEAVE 5/8" GAP BETWEEN TOP OF STUD AND TRACK ROOF O0R FLOOR DECK/STRUCTURE 2 1/2" SLOTTED TOP TRACK TOP OR WALL TRACK NON LOAD BEARING WALL CONDITION DETAIL #6 DOOR LEAF METAL STUD FRAME WALL TO ROOF DECK OR FLOOR DECK ABOVE - FULL HEIGHT OPENING OPENING OPENING DOOR DOOR DOOR OPENING OPENING DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS 4'-6" MAX 8'-6" MAX 4'-6" MAX 8'-6" MAX 4'-6" MAX 8'-6" MAX 4'-6" MAX 8'-6" MAX ROOF DECK OR FLOOR DECK LAY-IN CEILING 5 5 4 5 3 3 5 5 6 4 1 1 1 2 2 2 2 NOTES: 1. ALL STUDS SHALL BE SPACED AT 16" O.C. MAXIMUM. 2. IN NO CASE SHALL DOUBLE STUDS AT SIDES OF OPENINGS BE CUT FOR DUCTWORK OR OTHER MECHANICAL SYSTEMS 6 6 NOT TO SCALE ROOF ASSEMBLY CUT GYP. BOARD TO FIT WITHIN 1/4" OF DECK FLUTES AND SEAL TIGHT TO DECK 5/8" TYPE "X" GYP. BOARD EACH SIDE-MUD AND TAPE DRYWALL JOINTS ABOVE CEILING FULL HEIGHT BOTH SIDES OF WALL (TYP.) NON-RATED WALL WITHIN 12" OF BEAM 12" OR LESS 2-1/2" (MIN.) METAL STUD @ EACH VERTICAL STUD ROOF ASSEMBLY 5/8" TYPE "X" GYP. BOARD EACH SIDE-MUD AND TAPE DRYWALL JOINTS ABOVE CEILING FULL HEIGHT ONE SIDE OF WALL (TYP.) STEEL BAR JOISTS MUD AND TAPE JOINT BETWEEN BEAM AND 5/8" TYPE "X" GYP. BOARD (TYP.) NON-RATED WALL UNDER JOISTS SLOTTED TOP TRACK FINISHED SIDE OPEN TO PUBLIC VIEW ROOF ASSEMBLY STEEL BAR JOISTS SLOTTED TOP TRACK OPTION TO OFFSET WALL AT JOIST LOCATION 5/8" TYPE "X" GYP. BOARD EACH SIDE-MUD AND TAPE DRYWALL JOINTS ABOVE CEILING FULL HEIGHT ONE SIDE OF WALL (TYP.) FINISHED SIDE OPEN TO PUBLIC VIEW MUD AND TAPE JOINT BETWEEN BEAM AND 5/8" TYPE "X" GYP. BOARD (TYP.) ROOF OR FLOOR ASSEMBLY 5/8" TYPE "X" GYP. BOARD EACH SIDE-MUD AND TAPE DRYWALL JOINTS ABOVE CEILING FULL HEIGHT BOTH SIDES OF WALL (TYP.) EXTEND ALL LAYERS OF GYP. BOARD TIGHT TO WITHIN 1/4" OF DECK FLUTES AND SEAL TIGHT TO DECK METAL STUDS AT 16" O.C. MAX. INFILL SOLID W/ BATT INSULATION NON-RATED WALL PARALLEL TO DECKING EXTEND ALL LAYERS OF GYP. BOARD TIGHT TO WITHIN 1/4" OF DECK FLUTES AND SEAL TIGHT TO DECK EXTERIOR WALL - SEE WALL SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION 5/8" TYPE "X" GYPSUM BOARD METAL STUDS @ 16" O.C. MAX. NON-RATED/ NON-SMOKE WALL SOUND BATT INSULATION NON-RATED WALL INTERSECTING EXTERIOR WALL HANGER RODS AS REQUIRED INSULATED DUCT SEE MECHANICAL STOP STUD WALL AS TIGHT TO DUCT AS POSSIBLE NOTE: OFF-SET WALL WILL OCCUR WHEN MECHANICAL DUCT AND WALLS RUN PARALLEL. FLOOR OR ROOF ASSEMBLY CUT GYP. BOARD TO FIT WITHIN 1/4" OF DECK FLUTES AND SEAL TIGHT TO DECK GYP. BOARD SEALED TIGHT TO DECK WITH APPROVED FIRESTOPPING MATERIAL METAL STUDS AT 16" O.C. MAX. 3-5/8" MIN. METAL STUD AT EACH VERTICAL STUD LAY-IN CEILING TILE - SEE REFLECTED CEILING PLAN 5/8" TYPE "X" GYP. BOARD EACH SIDE-MUD AND TAPE DRYWALL JOINTS ABOVE CEILING FULL HEIGHT BOTH SIDES OF WALL (TYP.) NON-RATED OFFSET WALL AT DUCT INTERRUPTION A-A ELECTRICAL BACK- BOX W/ ADJUSTABLE ANCHORS HORIZ. METAL STUD VERT. METAL STUD HORIZ. METAL STUD METAL STUD AT 16" O.C. SPACE ELECTRICAL BACK-BOXES EQUALLY AS INDICATED ON ARCH. WALL ELEVATION 5/8" TYPE "X" GYP. BOARD ELECTRICAL BACK-BOX W/ ADJ. ANCHORS METAL STUD RUNNERS METAL STUD AT 16" O.C. SECTION A-A METAL STUD FRAMING AT ELECTRICAL BACK-BOX SEAL JOINT BETWEEN WALL AND DECK W/ MUD AND TAPE OR ACOUSTICAL SEALANT TYPICAL EACH SIDE OF THE WALL BATT INSUL. METAL STUD AT 16" O.C. MAX. DRYWALL CUT- AWAY INSULATED PIPE PENETRATION CONDUIT PENETRATION NON-RATED WALL ELEVATION W/ PIPE & CONDUIT PENETRATION SEAL JOINT BETWEEN WALL AND DECK W/ MUD AND TAPE OR ACOUSTICAL SEALANT TYPICAL EACH SIDE OF THE WALL ROOF OR FLOOR ASSEMBLY 5/8" TYPE "X" GYP. BD. EACH SID - MUD AND TAPE ALL JOINTS ABOVE CEILING FULL HEIGHT BOTH SIDES OF WALL (TYP.) METAL STUDS @ 16" O.C. MAX. INFILL SOLID W/ R-13 BATT INSULATION SEAL JOINT BETWEEN DRYWALL AND PIPE INSULATION WITH ELASTOMERIC SEALANT INSULATED 4" DIA. PIPE OR LARGER METAL CONDUIT SEAL OPENING AROUND CONDUIT W/ MUD AND TAPE OR ACOUSTICAL SEALANT NON-RATED WALL ELEVATION W/ PIPE & CONDUIT PENETRATION HORIZONTAL JOINTS ARE NOT REQUIRED TO BE STAGGERED BUT SHALL OCCUR ABOVE THE CEILING FOR NON-RATED PARTITIONS DECK FINISHED CEILING FLOOR LENGTH OF GYPSUM BOARD PANEL IS CONTRACTOR'S CHOICE AT ROOMS WITH CEILINGS AND MINIMUM 8'-0" AT ROOMS WITH NO CEILINGS LOCATION OF JOINTS IN GYPSUM PARTITIONS 4' - 0" GYP. BD. PANEL 4' - 0" GYP. BD. PANEL NOTES: 1. TYPICAL FOR ALL PARTITIONS: CUT GYPSUM BD. WITHIN 1/4" OF DECK FLUTES AND SEAL. 2. FOR NON-RATED PARTITIONS: PROVIDE CLASS "A" ACOUSTICAL SEALANT. 3. FOR FIRE RATED WALLS: PROVIDE APPROVED CLASS "A" FIRESTOPPING PRODUCTS. 4. LENGTH OF GYPSUM BD. PANEL IS CONTRACTOR'S CHOICE AT ROOMS WITH CEILINGS AND MINIMUM 8'-0" AT ROOMS WITH NO CEILINGS. 5. ALL GYPSUM BOARD SHALL BE APPLIED VERTICALLY. 6. STAGGER VERTICAL JOINTS SO THEY OCCUR OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITION AND STAGGER JOINTS OF SECOND LAYER FROM FIRST LAYER. DRYWALL PANEL JOINTS - DASHED LINES INDICATED OVERLAPPING PANELS 10" WIRE TIE FOR CEILING GRID SHALL BE LOCATED WITHIN 10" OF THE WALL CEILING TILE GRID PERIMETER CEILING TRACK 5/8" TYPE "X" GYPSUM BOARD SUPPLY/ RETURN GRILLE LOCATE ALL SMOKE AND FIRE DETECTORS A MINIMUM OF 3'-0" FROM ANY SUPPLY DIFFUSER OR RETURN AIR GRILLE 2X4 LIGHT S/F 3' - 0" 3' - 0" 3' - 0" CORRIDOR/ HALLWAY WALL STUDS AT 16" O.C LAY-IN CEILING CONTRACTOR TO PROVIDE 2'-8" X 2'-0" WOOD BLOCKING FOR TV BRACKET SUPPORT PLYWOOD TO BE 5/8" MIN THICKNESS FINISH FLOOR PROVIDE POWER AT TV LOCATION PROVIDE SPLIT BACK BOX FOR DATA LINE AND CABLE TV LINE VERIFY HEIGHT WITH OWNER BOTTOM OF BLOCKING THIS DETAIL IS TYPICAL FOR ALL WALL MOUNTED TV'S ON THE PROJECT. PRIOR TO BLOCKING INSTALLATION, OWNER SHALL PROVIDE CUTS SHEETS ON THE TV AND TV BRACKET PURCHASED FOR THE PROJECT. THE GC SHALL INSTALL THE OWNER SUPPLIED TV BRACKET. NOTE: COORDINATE POWER AND DATA LOCATION WITH TV AND TV BRACKET SUPPLIED BY OWNER. NOTE: COORDINATE POWER AND DATA LOCATION WITH TV AND TV BRACKET SUPPLIED BY OWNER.                       DRAWING CONTENTS: ISSUE DATE: DRAWING NO. PROJECT NO. ST. VINCENT MICHIGAN ROAD HOPD IMAGING POS22 COMPLIANCE 10801 N MICHIGAN RD, ZIONSVILLE, IN 46077 MKM: ASCENSION: Certification: Key Plan: Consultant Logo: 119 West Wayne Street Fort Wayne, Indiana 46802 p 260.422.0783 f 260.426.4561 www.MKMdesign.com 30329              02/12/2018 17088 A-510         INTERIOR FRAMING DETAILS/ TYPICALS 3" = 1'-0" 6 TYPICAL FRAMING DTL. 7 TYPICAL FRAMING DTL. 1" = 1'-0" 1" = 1'-0" 1 TYPICAL FRAMING DTL. 1" = 1'-0" 2 TYPICAL FRAMING DTL. 1" = 1'-0" 3 TYPICAL FRAMING DTL. 4 TYPICAL FRAMING DTL. 1" = 1'-0" 9 TYPICAL FRAMING DTL. 1" = 1'-0" 13 TYPICAL FRAMING DTL. 1" = 1'-0" 11 TYPICAL FRAMING DTL. 1" = 1'-0" 8 TYPICAL FRAMING DTL. 1" = 1'-0" 5 CEILING DTL. 1/2" = 1'-0" 15 SMOKE/FIRE DETECTOR DTL. 3/8" = 1'-0" 14 TYPICAL FRAMING DTL. REVISION No. Date Revision 04/12/18 Nick Mishler 04/12/18 Nick Mishler