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Home My WebLink AboutS415 - TYPICAL CFS DETAILSCRIPPLE STUD GUSSET PLATE, EACH SIDE TRACK PIECE @ OPEN SIDE JAMB (BACK TO BACK) CRIPPLE STUD ADDITIONAL ANCHORAGE @ JAMB BASE TRACK TYP BASE ANCHOR INFILL STUD SILL ANGLEHEADER CFS JOISTS DEEP LEG TRACKS INFILL STUD DEEP LEG TRACKSCFS JOISTS HEADER SECTION WIDTH WALL SLOTTED TRACK FOR DEFLECTION CFS FRAMING 1" GAP BEAM DECK T/STL +(SEE PLAN) 1" GAP (MAX) VERTICAL FACE ATTACHMENTS PLAN VIEW TYPICAL CFS STUD CFS CLIP w/ (2) #10-16 SCREWS TO STUD, ATTACH TO VERTICAL FACE OF STEEL w/ (2) 1/4" TEK OR (2) D.177Ø PAFs (MIN) CONT ANGLE OR VERTICAL FACE OF GIRT, CHANNEL TUB, ETC. 3" MIN VERTICAL FACE PLAN VIEW TOP FLANGE SURFACE ATTACHMENTS STEEL BEAM, CHANNEL, TUBE, ETC, SEE PLAN TYPICAL STUD EXTENDED CFS CLIP w/ (3) #10-16 SCREWS TO STUD. ATTACH TO STL w/ (2) 1/4" TEK OR (20) 0.177"Ø PAFs (MIN) 3 " M IN TYPICAL CFS STUD STEEL BEAM, CHANNEL, TUBE, ETC, SEE PLAN CFS CLIP FASTENED TO STRUCTURE w/ (2) #10 TEK OR (2) 0.177"Ø PAFs (MIN) ATTACH TRACK TO STRUCTURE USING: (2) 0.145Ø POWDER ACTUATED FASTENERS @ EACH STUD & JAMB LOCATION DEEP LEG SLIP TRACK 1/2" GAP TO ALLOW FOR VERTICAL DEFLECTION NO ATTACHMENT TRACK TO TRACK DEEP LEG CAPPING TRACK (1) #10-16 SCREW AT EACH FLANGE WALL STUD S ID E V IE W 1/2" GAP1/2" GAPSIDE VIEW CFS FRAMING SHEATHING HOHMANN&BARNARD DW-10 SCREW ON SINGLE ANCHORS WITH VEE WIRE TIE (5" LONG) NOTE: ONE VENEER TIE REQ'D FOR EVERY 2 SQFT OF VENEER 16 " O C , T Y P S T U D S P A 18" MAX, SEE NOTEEXTERIOR OPENING ELEVATIONS INTERIOR OPENING ELEVATIONS TRACK INFILL STUD CRIPPLE STUD CRIPPLE STUD HEADE R GUSSET PLATE, EACH SIDE ANGLE JAMB (BACK TO BACK)JAMB (BACK TO BACK) INFILL STUD SILL HEADER GUSSET PLATE, EACH SIDE ANGL E TRACK TRACK TRACK INFILL STUD CRIPPLE STUD CRIPPLE STUD HEADE R GUSSET PLATE, EACH SIDE ANGLE JAMB (BACK TO BACK)JAMB (BACK TO BACK) INFILL STUD SILL HEADER CRIPPLE STUDCRIPPLE STUDWALL HEIGHT - SEE SCHEDULEWALL HEIGHT - SEE SCHEDULEOPENING - SEE ARCH OPENING - SEE ARCH FASTENER @ 16" OC, FULL HEIGHT OF WALL (TYP) CFS STUD (TYP) CORNER FRAMING WALL INTERSECTION FRAMING CFS STUD (TYP) FASTENER @ 16" OC, FULL HEIGHT OF WALL (TYP) SOLID BLOCKING: 18 GA TRACK. LOCATE BLOCKING AT END OF WALL ADJ TO OPENINGS, AS REQ'D. NOTCH AND BEND FLANGES 90° OR ANCHOR TO VERTICAL w/ CLIP ANGLES #10-16 SCREWS (EA FACE) @ EA STUD SEE ALTERNATE BRIDGING FOR STUDS LESS THAN OR EQUAL TO 6" 1 1/2"x20 GA FLAT STRAPS (EA FACE) LAP SPLICE STRAPS MIN 4" (5) #10-16 SCREWS (EA FACE) (2) #10-16 SCREWS (EA FACE) NOTE: PROVIDE BRIDGING RUNS AS FOLLOWS: A. 8'-0" OC VERTICALLY FOR WALL SHEATHED ON ONE SIDE ONLY. B. 12'-0" OC VERTICALLY FOR WALL SHEATHED ON BOTH SIDES. TYPICAL CFS STUD CLIP ANGLE, 1/4" LESS THAN STUD WIDTH. ATTACH w/ (4) #10-16 SCREWS AS SHOWN, EACH STUD COLD-ROLLED CHANNEL HORIZ BRIDGING TO BE SPACED AS REQ'D BY DESIGN BUC @ EACH DLT JOINT DLT TERMINATION DLT #10 SELF TAPPING SCREWS EACH SIDE CFS STUD S ATTACH BUC TOGETHER USING (2) #10 SELF-TAPPING SCREWS @ 12" OC ATRUSS TOP CHORD ROOF TOP UNIT (RTU) CONNECTOR (TYP) TSC MEMBER -SECTION TO MATCH TRUSS TOP CHORD TRUSS BOTTOM CHORD SECTION A NOTES: 1. MECHANICAL CONTRACTOR TO PROVIDE SIZES AND LOCAT IONS. 2. REFER TO ARCH AND MECH DRAWINGS FOR LOCATION OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 1'-0" SQUARE, INCLUDING ROOF DRAIN PANS. 4. PROVIDE PERIMETER FRAME FOR UNITS GREATER THAN 500 LBS. 5. WHERE ROOF DRAINS (RD) ARE SHOWN ON PLAN, PROVIDE STRUCTURE FOR BOTH MAIN & OVERFLOW DRAIN. COORDINATE WITH MECHANCIAL CONTRACTOR.A4'-0" MAX OPENING TSC MEMBERS TO FRAME OPENINGS AND CONNECTORS (400# CAPACITY) BY TRUSS SUPPLIER CENTERLINE OF TRUSS (TYP) PLAN ROOF TOP UNIT (RTU) TSC MEMBERS TO FRAME OPENINGS AND CONNECTORS (400# CAPACITY) BY TRUSS SUPPLIER THIS DETAIL APPLIES TO HEAVILY LOADED ITEMS, SUCH AS GRAB BARS, HAND RAILS & WALL HUNG CABINETS FIRE TREATED WOOD BLOCKING MAY BE USED IN LIEU OF BACKING SHOWN 16 GA 3 5/8" STUD OR CONTINUOUS TRACK (CLIP FLANGES AT EACH STUD) (2) #10-16 SCREWS AT EACH STUD WALL STUD THIS DETAIL APPLIES TO OPENINGS 8'-0" WIDE OR LESS BACK-TO-BACK JAMB STUDS CRIPPLE STUD TRACK PIECE #10-16 SCREW TYP UNO BASE TRACK 1/2"Ø HILTI KWIK BOLT III @ JAMB (EMBED 3 1/2") INFILL STUD HEADER TRACK ATTACH TRACK TO SLAB USING: (2) 0.145"Ø POWDER ACTUATED FASTENERS w/ 1 1/2" MIN EMBED LOCATED AS SHOWN ABOVE RUNNER TRACK CONCRETE SLAB (SEE PLAN) (1) #10-16 SCREW @ EACH FLANGE TOP VIEW2" MIN FROM EDGE OF SLAB3" MIN SPACING2" MIN FROM EDG E OF SLAB 3" MIN SPACING O'DONNELL & NACCARATO, INC.1717 EAST 116th STREET I SUITE 200 I CARMEL, IN 46032(317) 580-0402 I WWW.O-N.com I SS ROC PROFE.AI GNNIOLAE RERSASTATE OF 860325 NNID No.AENIR M I ED EG N TS E Y MOC DE c MEI 19126 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: 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 PUBLISHED 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. © COPY RIG HT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) M/O&N 7080.0001.00 By: Developer: Project:Project No. 7080.0001.00BUILDING SHELL BID PHASE III 11/24/21 No.Date Description TYPICAL CFS DETAILS S415WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS KLS JRH 11/24/21 03/13/20 SCALE:S4153/4" = 1'-0" 1INTERIOR OPNG HEADER DETAILS SCALE:S4151 1/2" = 1'-0" 2TYP CFS TOP SLIP CONNECTION SCALE:S4153/4" = 1'-0" 4TYP CFS SLIDE CLIPS SCALE:S4153/4" = 1'-0" 3TYP DEFLECTION TRACK DETAIL SCALE:S4153/4" = 1'-0" 5VENEER ANCHOR DETAIL SCALE:S4153/4" = 1'-0" 12TYPICAL FRAMED OPENING SCALE:S4153" = 1'-0" 8INTERSECTION PLAN DETAILS SCALE:S4153/4" = 1'-0" 9CFS BRIDGING DETAIL SCALE:S4151" = 1'-0" 13ALTERNATE CFS BRIDGING DETAIL SCALE:S4153/4" = 1'-0" 7TYP TOP PLATE SPLICE SCALE:S4153/4" = 1'-0" 14TYP FRAMING AT ROOF TOP UNIT SCALE:S4153/4" = 1'-0" 10 TYP WALL BACKING-HEAVILY LOADED SCALE:S4153/4" = 1'-0" 11TYP INTERIOR DOOR OPENING SCALE:S4153/4" = 1'-0" 6BASE OF WALL AT SLAB (INT WALL)