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Home My WebLink AboutS406 - TYPICAL CFS DETAILSTHIS DETAIL APPLIES TO OPENINGS 8'-0" WIDE OR LESS BACK-TO-BACK JAMB STUDS CRIPPLE STUD #10-16 SCREWS TYP UNO TRACK PIECE @ OPEN SIDE CRIPPLE STUD 5/8"Ø HILTI KWIK BOLT III @ JAMB (EMBED 4") BASE TRACK INFILL STUD HEADER TRACKS 6"x16 GA HEADER MEMBERS 2x2 x 14 GA ANGLE SILL BACK-TO-BACK SILL TRACKS INFILL STUD 1/2"Ø HILTI KWIK BOLT III (TYP BASE ANCHORAGE) (EMBED 3 1/2") THIS DETAIL APPLIES TO OPENINGS 8'-0" WIDE OR LESS BASE TRACK 1/2"Ø HILTI KWIK BOLT III @ JAMB (EMBED 3 1/2") BACK-TO-BACK JAMB STUDS CRIPPLE STUD #10-16 SCREW TYP UNO TRACK PIECE 2x2x14GA ANGLE 6"x16 GA HEADER MEMBERS HEADER TRACKS INFILL STUD WHERE BRACING TERMINATES AT BUILD-UP JAMB OR POST, EXTEND CHANNEL INTO PUCH-OUT - ATTACH w/ CONNECTOR w/ (2) #10- 16 SCREWS TO JAMB/POST & (2) # 10-16 SCREWS TO U-CHANNEL CONNECTOR - ATTACH USING (4) #10-16 SCREWS - CLIP ANGLE TO BE PLACED AT EACH STUD NOTE: ALTERNATE LATERAL BRACING FOR WALL STUDS LESS THAN OR EQUAL TO 6" DEEP CHANNEL TYP LATERAL BRACING SPLICE - USE (1) 12" LONG CRC INVERTED OVER CENTER OF SPLICE w/ (3) #10-16 SCREWS ON EACH SIDE OF SPLICE 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 SIDE VIEW 1/2" GAP 1/2" GAP SIDE VIEW 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 AS REQ'D (2) #10-16 SCREWS @ EACH STUD 18 GA FLAT STRAP WALL STUD THIS DETAIL APPLIES TO LIGHTLY LOADED ITEMS, SUCH AS PAPER TOWEL DESPENSERS, TOWEL BARS & TOILET PAPER HOLDERS FRAMED WALL, SEE PLAN FOR SIZE & SPACING WALL SHEATHING 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 VIEW 2" MIN FROM EDGE OF SLAB 3" MIN SPACING 2" MIN FROM EDGE OF SLAB 3" MIN SPACING THIS DETAIL APPLIES TO INTERIOR DEMISING WALLS 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" OC, TYP STUD SPA 18" MAX, SEE NOTE #10-16 SCREWS (EACH FACE) @ EACH STUD SEE ALTERNATE BRIDGING FOR STUDS LESS THAN OR EQUAL TO 6" 1 1/2"x20GA FLAT STRAPS (EACH FACE) LAP SPLICE STRAPS MIN 4" (5) #10-16 SCREWS (EACH FACE) NOTE: PROVIDE BRIDGING RUNS AS FOLLOWS: A. 60" OC VERTICALLY FOR WALL SHEATHED ON ONE SIDE ONLY. B. 72" OC VERTICALLY FOR WALL SHEATHED ON BOTH SIDES. (2) #10-16 SCREWS (EACH FACE) SOLID BLOCKING: 18GA TRACK - LOCATE BLOCKING AT EACH END OF WALL ADJACENT TO OPENINGS AS REQUIRED - NOTCH AND BEND FLANGES 90° OR ANCHOR TO VERTICALS w/ CLIP ANGLES CRIPPLE 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 HEADER ANGLE CFS JOISTS DEEP LEG TRACKS INFILL STUD CFS JOISTS DEEP LEG TRACKS 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 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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 H EREIN 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 G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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 RIGHT 2015 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) By: Developer: Project: TYPICAL CFS DETAILS S406 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 SCALE: 3/4" = 1'-0" S406 TYP EXTERIOR WINDOW OPENING 1 SCALE: 3/4" = 1'-0" S406 TYP EXTERIOR DOOR OPENING 2 SCALE: 3/4" = 1'-0" S406 ALT CFS BRIDGING DETAIL 10 SCALE: 3/4" = 1'-0" S406 TYP DEFLECTION TRACK DETAIL 4 SCALE: 3/4" = 1'-0" S406 5 TYP WALL BACKING-HEAVILY LOADED SCALE: 3/4" = 1'-0" S406 6 TYP WALL BACKING-LIGHTLY LOADED SCALE: 3/4" = 1'-0" S406 BASE OF WALL AT SLAB (INT WALL) 7 SCALE: 3/4" = 1'-0" S406 VENEER ANCHOR DETAIL 8 SCALE: 3/4" = 1'-0" S406 CFS BRIDGING DETAIL 9 No. Date Description SCALE: 3/4" = 1'-0" S406 INTERIOR OPNG HEADER DETAILS 3 SCALE: 1 1/2" = 1'-0" S406 TYP CFS TOP SLIP CONNECTION 11 SCALE: 3/4" = 1'-0" S406 TYP CFS SLIDE CLIPS 12 04/16/18 Nick Mishler