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EXTERIOR OPENING ELEVATIONS INTERIOR OPENING ELEVATIONS TRACK INFILL STUD CRIPPLE STUD CRIPPLE STUD HEADER GUSSET PLATE, EACH SIDEANGLE JAMB (BACK TO BACK) JAMB (BACK TO BACK) SILL HEADER
INFILL STUD GUSSET PLATE, EACH SIDE ANGLE TRACK TRACK TRACK INFILL STUD CRIPPLE STUD CRIPPLE STUD HEADER GUSSET PLATE, EACH SIDE ANGLE JAMB (BACK TO BACK) JAMB (BACK TO BACK) SILL HEADER
INFILL STUD CRIPPLE CRIPPLE STUD STUD WALL HEIGHT -SEE SCHEDULE WALL HEIGHT -SEE SCHEDULE OPENING -SEE ARCH HEADER SECTION OPENING -SEE ARCH DEEP LEG TRACKS CFS JOISTS INFILL STUD CRIPPLE
STUD GUSSET PLATE, EACH SIDE TRACK PIECE @OPEN SIDE JAMB DEEP LEG TRACKS CFS JOISTS HEADER ANGLE SILL HEADER DEEP LEG TRACKS GUSSET PLATE, EACH SIDE CFS JOISTS ADDITIONAL ANCHORAGE @JAMB
ANGLE INFILL STUD TYP BASE ANCHOR BASE TRACK WIDTH WALL 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 TRACKSINFILL STUD CFS JOISTS DEEP LEG TRACKS HEADER SECTION WIDTH WALL SLOTTED TRACK FOR DEFLECTION CFS FRAMING 1" GAP
BEAM DECK T/STL +(SEE PLAN) 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. 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" MIN 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) 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 STUDS ATTACH BUC TOGETHER USING (2) #10 SELF-TAPPING SCREWS @12" OC 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 CFS FRAMING 2x TREAD WD BLOCK UNDER CFS TRACK. PROVIDE
2 SCREWS @EACH STUD FROM TRACK TO DECK DECK BEAM 17.4 COMP SLAB CURTAIN WALL BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 CURTAIN WALL FASTENING TO STRUCTURE FOR LATERIAL SUPPORT
BY OTHERS SIM SEE PLAN EOS 15.1 2" VENEER -SEE ARCH PL 3/8"x13"xCONT w/1/4" STIFFENERS @3'-0" OC HSS w/L3x3x1/4x0'-3" T&B, EA END, WELD TO COL COLUMN BEAM NOTE: CFS WALL FRAMING NOT
SHOWN FOR CLARITY 3/16 2-12 T/STL +29' -9" T/STL +29' -9 3/8" 15.1 15 1' -5 1/2" CFS FRAMING BEAM CFS FRAMING w/TOP DEFLECTION TRACK T/STL +16' -3" SHEAR TAB WELDED TO FLANGE OF COLUMN
COLUMN E.5 8" 3/16 TYP 3/16 TYP BOTH FLANGES HSS L6x6x3/8x1'-2" T&B, EA END PL 3/8"x12"xCONT T/STL +29' -9 3/8" T/STL +29' -9" 3/16 2-12 BEAM COLUMN North Parcel 7-C Keyplan 7C-1 7C-2
7C-3 McCOMAS E N G I N E E R I N G STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com
317-582-0766 Fax MEI29020 Sheet Number: Sheet Title: Print 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. 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 UNPUBLISHED WORK OF THE ARCHITECT,
JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. 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. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. COPYRIGHT & OWNERSHIP OF DOCUMENTS VILLAGE ON THE GREEN -PARCEL 7C-2 OFFICE BUILDING & BLACK
BOX THEATER Carmel, IN, 46032 Project Number: Project: Engineer: Architect: PEDCOR DESIGN GROUP 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) CARMEL
CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 9/14/09 LKM,njh, KLS 9/15/09 JAF BID SET No.1 SHELL & CORE Architecture
/Project Management Owner: TYP SECTIONS AND DETAILS S405 SCALE: NTS S405 TYP FRAMED OPENING 1 SCALE: NTS S405 EXTER OPNG HEADER DETAILS 5 SCALE: NTS S405 INTER OPNG HEADER DETAILS 7
SCALE: NTS S405 TYP CFS TOP SLIP CONNECTION 2 SCALE: NTS S405 INTERSECTION PLAN DETAILS 3 SCALE: NTS S405 CFS BRIDGING DETAIL 8 SCALE: NTS S405 TYP CFS SLIDE CLIPS 6 SCALE: NTS S405
ALT CFS BRIDGING DETAIL 9 SCALE: NTS S405 TYP TOP PLATE SPLICE 4 SCALE: 3/4" = 1'-0" S405 VENEER ANCHOR DETAIL 10 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No.
A ENI R M IE D E GN T S E Y MOCD E c SCALE: 3/4" = 1'-0" S405 SECTION 11 SCALE: 3/4" = 1'-0" S405 SECTION 12 SCALE: 3/4" = 1'-0" S405 SECTION 13 SCALE: 3/4" = 1'-0" S405 SECTION 14 SCALE:
3/4" = 1'-0" S405 SECTION 152 No. Date Description 2 10-09-09 ADDENDUM #2