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36/3 PATTERN ALL SUPPORTS NOTE: 1. ALL WELDS SHALL BE 5/8"Ø PUDDLE WELDS. 2. USE (1) #10 TEK SCREWS SIDELAP FASTENER PER SPAN 3' -0" 36/4 PATTERN ALL SUPPORTS 36/5 PATTERN ALL SUPPORTS
36/7 PATTERN ALL SUPPORTS 1' -6" 3/4"Ø 1"Ø 1 1/2"Ø ANCHOR ROD ANCHOR ROD ANCHOR ROD T/SLAB, PIER WALL OR FTG PL 3/4"x4"x4" w/NUT NOTES: 1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR
ROD SIZE AND SPACING. 2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS. 1'-0" 1'-6" CAP PLATE BEAM COLUMN 3/8" SHEAR TAB 3/4"Ø BOLT (4 TOTAL) 3/4" BRG STIFFENER (ONE EA SIDE OF WEB) TYP
d/2 3/4" THICK CAP PLATE (TYP) COLUMN BEAM BEAM T/STL +(SEE PLAN) 2 1/2" 4" MIN 1/2" MAX CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN 3" 1/4 TYP 3/16 MIN 3" 3/4" BASE PLATE w/(4) 3/4"Ø BOLTS
1/4" STIFF PLATE (4 TOTAL) 2 ES d/2 BEAM 1 1/2" TYP HSS4x4x1/4 STUB COL , UNO STUB COLUMN T/STL +(SEE PLAN) 1/4" STIFF PLATE (4 TOTAL) 2 ES BEAM 1 1/2" TYP (2) L6x8x1/2 (LLV) w/(4) 3/4"
BOLTS (2) L3x3x3/8 HANGER NOTE: SEE STRUCTURAL DRAWINGS FOR STRUCTURAL MEMBER SIZES 3/16 TYPTYP 3/16 3/16 TYP FRAMING MEMBERS BEAMS OR JOISTS PROVIDE L3x3x1/4 FOR EDGE OF DECKING SUPPORT
FIELD WELD OR SHOP WELD TO OPENING FRAME (4 REQ'D) OPENING ANGLE SIZE FOR OPNG FRAME: HORIZ LEG = 3" VERT LEG = DEPTH OF SLAB THICKNESS = 3/8" MIN NOTES: 1. MECH CONTRACTOR SHALL PROVIDE
FABRICATOR WITH OPENING SIZE AND LOCATIONS. 2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. 4. PROVIDE THIS DETAIL FOR
OPENINGS UP TO 3'-0" x 3'-0" SQUARE (MAX). 1/4 TYP SEE PLAN SEE PLAN SEE PLAN SEE PLAN ANGLE OR BENT PL, CONT w/STUDS @36" OC (MIN THICKNESS 3/8") ANGLE OR BENT PL, CONT (MIN THICKNESS
1/4") ANGLE OR BENT PL, CONT (MIN THICKNESS 1/4") ANGLE OR BENT PL, CONT (MIN THICKNESS 1/4") BEAM DECK CONC SLAB DECK JOIST BEAM JOIST DECK DECK BEAM PERIMETER ANGLE FOR CONCRETE SLAB
(BEAM PERIMETER ANGLE FOR ROOF DECK (BEAM) PERIMETER ANGLE FOR ROOF DECK (JOIST) PERIMETER ANGLE FOR ROOD DECK (JOIST) 3/16 2-12 MAY BE SHOP WELDED 3/16 2-12 MAY BE SHOP WELDED 3/16
2 3/16 2-12 L6x4x3/8 (LLH) BRICK SUPPORT IF APPLICABLE DECK BEAM SLIT PLATE AT BEAM WEB MIN PLATE 1/2"x4", OR AS SHOWN ON OTHER SECTIONS T/STL +(SEE PLAN) 3/4" EXTENSION IF IDENTIFIED
IN SPECIFIC DETAILS (NOTE 2) A 2 1/2" FOR "K" SERIES JST SEAT BEAM 5" FOR "LH" SERIES JOIST SEAT T/STL +(SEE PLAN) SECTION A NOTES: 1. COPE BEAM TO GIRDER FLANGE. 2. TOP FLANGE AND PLATE
MAY BE EXTENDED AS CANTILEVERE, SEE SPEC.S 3. PLATE MAY BE BOLTED TO GIRDER, SEE SPECS. OR AS SHOWN ON 1' -0" OTHER SECTIONS EXTENSION OR AS SHOWN ON OTHER SECTIONS ALT: 1/2" A325 BOLTS
TO SUPPORTING BEAM OR GIRDER (SEE NOTE 3) 3/16 NS, FS OR AS SHOWN ON OTHER SECTIONS 3/16 2 TYP ROOF CURB DECK CHANNEL PROVIDE STIFFENER L2x2x1/4 EA SIDE OF JOIST TO BOTTOM CHORD PANEL
POINT CENTERLINE OF JOIST OR BEAMEXTEND CHANNELS TO NEXT JOIST IF REQ'D, DO NOT CANTILEVER MORE THAN 1'-0" MECHANICAL UNIT MECHANICAL CURB MUST BE CAPABLE OF SPANNING TO SIDE CHANNELS
6'-0" CENTERLINE OF JOIST OR BEAM JOIST ONLY L3x3x1/4 FRAME AT OPNG JOIST PANEL POINT VARY w/TYPE OF JST, SEE PLAN FOR SIZE (JOIST ONLY) SECTION A CHANNEL FRAME PLAN ' -MAX OPNG SIZE
OPNG SIZE L3x3x1/4 (TYP) CL TO CL OF FRAMING COPE AS REQ'D @CORNERS TO FIT OVER JOISTS TOP CHORD OR BEAM FLANGE OPNG CL CL DECK SPAN C6x10.5 C6x10.5 FRAMING ANGLE FRAME DETAIL NOTES:
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR WITH SIZES AND LOCATIONS 2. REFER TO ARCH DRAWINGS FOR LOCATIONS OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE,
INCLUDING ROOF DRAINS. 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER THAN 250lbs FOR OPEINGS. AA WHERE C6 CROSSES JST OR BM 1/4 TYP 1/4 TYP DECK JOIST BEAM 1/8 2 JOIST DECK JOIST BEAM DECK
1/8 2 3/16 3-12 HSS2 1/2x2 1/2x3/16 FOR "K" SERIES JOIST HSS5x2x3/16 FOR "LH" SERIES JOIST COLUMN BEAM BEAM A992-Gr50 STIFFENER PL, EF, T&B. t= 1/4" + BEAM FLANGE THICKNESS TYP 3/4"
M BOTH FLANGES (TYP) NOTE: CENTERLINE OF BOTTOM STIFFENER TO ALIGN w/CENTERLINE OF BEAM BOTT FLANGE 2" CL BEARING PLATE BEAM 1/2" CLR BEARING PLATE -SEE SCHEDULE VERT REINF FULL HEIGHT
IN GROUTED CORE (TYP) CMU WALL BEAM ELEVATION SECTION CMU WALL BEAM BRG PLATE -SEE SCHED HOLD PLATE BACK 1/2" FROM FACE OF CMU (2) #5 x 32" LG IN 8" DEEP BOND BEAM CL BRG AND CL OF WALL
BEAM BRG PLATE SECTION PLAN A. BEAM PARALLEL TO MASONRY WALL B. BEAM PERPENDICULAR TO MASONRY WALL CMU WALL 4" (2) #5 x 32" IN 8" DEEP BOND BEAM (2) #5 x 32" IN 8" DEEP BOND BEAMNOTE:
FILL ALL CORES WITH GROUT FULL HEIGHT BELWO BEAM BEARING HORIZ JT REINF 3/16 2 3/16 2 UNO 1/4 OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) CMU WALL VERT REINFORCING HORIZ REINFORCING A
TYPICAL CORNER B TYPICAL INTERSECTION ALTERNATE LEG DIRECTION OF INTERSECTION BARS CMU WALL HORIZ REINFORCING VERT REINFORCING OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) #4 x @8" OC
24" 24" #4 x @8" OC 24" 24" CONC PIER CMU WALL (MW) DUR-O-WALL D/A 100 DOVETAIL SLOT OR EQUIVALENT DUR-O-WALL D/A 201 BENT DOVETAIL ANCHOR OR EQUIVALENT INTO GROUTED CORE @24" OC 6"
2" SEE SCHEDULECORE FILLED SOLID WITH FINE GROUT VERTICAL REINF (CONT THRU BOND BEAM) CONCRETE MASONRY BOND BEAM UNITS NOTE: BOND BEAM REQUIRED AT 8'-0" MAXIMUM VERTICAL SPACING UNLESS
NOTED OTHERWISE (A) TYPICAL CORNER (B) TYPICAL INTERSECTION (C) TYPICAL JAMB NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS. 2. REINFORCING
TO MATCH WALL REINFORCING INDICATED ON PLANS. CMU WALL GROUT CORE FULL HEIGHT VERT WALL REINF INT NON-BEARING CMU WIRE MESH WALL TIE INT OR EXT LOAD-BERING CMU CMU WALL VERT WALL REINF
8" PLAN ELEVATION NOTES: 1. BOND BEAM REINF SHALL NOT BE LAPPED WITHIN 8'-0" OF CONTROL JOINT. 2. HORIZONTAL JOINT REINF TO BE DISCONTINUOUS AT CONTROL JOINTS. TRUSS TYPE HORIZONTAL
REINFORCING VERTICAL WALL REINF (SEE PLAN) CONTROL JT MAT'L BOND BEAM REINF TO BE CONTINUOUS THROUGH CONTROL JT (WRAP w/MASTIC FOR BOND BREAK) 1' -6" 1' -6" 8" (MIN) 24" LAP BOND BEAM
AT TOP WALL STEEL LINTEL BEARING PLATE (TYP) MASONRY OPENING 8" DEEP BOND BEAM (OMIT AT DOOR OPENING) 8" (TYP) 8" DEEP BOND BEAM (OMIT AT DOOR OPENING) MASONRY OPENING PRECAST LINTEL
VERTICAL REINF TO MATCH WALL REINF BOND BEAM AT TOP WALL REINFORCING GROUT (2) CORES ES MASONRY OPNG @GABLE END WALL MAINTAIN 1 1/2" CLR DECK L3x3x1/4 @48" OC SPAN BETWEEN JOIST TOP
CHORDS AS SHOWN L3x3x1/4 x 0'-6" FLUSH AGAINST CMU WALL WELD TO L3x3 AS SHOWN JOIST PER PLAN (TYP) CMU WALL PER PLAN 3/16" TYP WALL PARALLEL TO ROOF JOISTS WALL PERPENDICULAR TO ROOF
JOISTS L3x3x1/4 CONT BETWEEN JOISTS -INSTALL FLUSH AGAINST CMU WALL AS SHOWN JOIST PER PLAN (BEYOND) THRU POCKET AT WALL OPTIONAL ALTERNATE ANGLE LOCATION (WELD TO JOIST BOTTOM CHORDS)
CMU WALL PER PLAN DECK 3/16" TYP CENTERLINE OF BEAM 1" CLR BEAM 1/4" STIFFENER PLATE, BOTH SIDES T&B ACCESS HOLE (TYP) (3) #5 x 6'-0" CENTERED ON EACH SIDE OF COLUMN TYP BOTH M FLANGES
SEE PLAN SEE PLAN FOR EOS SEE PLAN SEE PLAN FOR EOS CENTERLINE OF BEAM 1" CLR ACCESS HOLE BEAM (TYP) TYP BOTH M FLANGES (3) #5 x 6'-0" CENTERED ON EACH SIDE OF COLUMN 3/4" STIFFENER
PLATE, BOTH SIDES T&B FLANGE OMITTED FOR CLARITY ANCHOR ROD DOUBLE NUT GROUT HEIGHT 3/4"Ø 2" 2" 2" 2" 2" 2" 3" 3" 7/8"Ø 1"Ø 1 1/8"Ø 1 1/4"Ø 1 1/2"Ø 2"Ø 2 1/2"Ø ANCHOR ROD HOLE DIAMETER
EDGE DISTANCE 3/4"Ø 7/8"Ø 1"Ø 1 1/8"Ø 1 1/4"Ø 1 1/2"Ø 2"Ø 2 1/2"Ø 1 1/16"Ø 1 3/16"Ø 1 1/2"Ø 1 5/8"Ø 1 3/4"Ø 2"Ø 2 1/2"Ø 3"Ø 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 3" 4" 4 1/2" SCHEDULE SEE SCHEDULE
SEE PLAN COLUMN BASEPLATE -SEE SCHEDULE NON-SHRINK, NON METALLIC GROUT SEE SCHEDULE FOR GROUT HEIGHT ANCHOR RODS T/SLAB, PIER WALL OR FTG FRAMING MEMBERS BEAMS OR JOISTS OPENING C5x9
CHANNEL FRAME NOTES: 1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR WITH OPENING SIZE AND LOCATIONS. 2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS
GREATER THAN 3'-0"x3'-0" SQUARE 4. PROVIDE THIS DETAIL AT ALL OPENINGS UP TO 10'-0" (PERP TO DECKS SPAN) X 5'-0" (PARALLEL TO DECK SPAN) MAX. 1/4 TYP 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 S404 SCALE: 3/4" = 1'-0" S404 ROOF DECK FASTENER PATTERN 23 SCALE: 3/4" = 1'-0" S404 TYPICAL ANCHOR ROD DETAILS 2 SCALE: 3/4" = 1'-0"
S404 TYP STL BEAM CONNECTION 12 SCALE: 3/4" = 1'-0" S404 TYP STUB COL/HANGER DETAIL 13 SCALE: 3/4" = 1'-0" S404 FLR SLAB FRAMED OPNG TYPE A 19 SCALE: 3/4" = 1'-0" S404 TYP PERIMETER
ANGLE CONN 14 SCALE: 3/4" = 1'-0" S404 TYP SEAT BRG FOR BEAMS 15 SCALE: 3/4" = 1'-0" S404 TYPICAL ROOF OPENING FRAME 18 SCALE: 3/4" = 1'-0" S404 JSTS TO BEAM CONN DETAIL 16 SCALE: 3/4"
= 1'-0" S404 DECK SPAN DIRECTION CHANGE 17 SCALE: 1" = 1'-0" S404 MOMENT CONN CONN 11 SCALE: 3/4" = 1'-0" S404 TYP BM BEARING ON CMU 10 SCALE: 3/4" = 1'-0" S404 TYP BB CORNER BAR DETAIL
4 SCALE: 3/4" = 1'-0" S404 TYP DOVETAILS IN CONCRETE PIER 3 SCALE: 3/4" = 1'-0" S404 TYPICAL BOND BEAM 6 SCALE: 3/4" = 1'-0" S404 TYP MASONRY WALL REINFORCING 7 SCALE: 1" = 1'-0" S404
TYP MASONRY CONTROL JOINT 9 SCALE: 3/4" = 1'-0" S404 TYP MASONRY WALL OPENING 5 SCALE: 3/4" = 1'-0" S404 CMU WALL BRACING DETAILS 8 SCALE: 3/4" = 1'-0" S404 FLOOR BEAM CANTILEVER CONN
21 SCALE: 3/4" = 1'-0" S404 TYP FLOOR BEAM CANT CONN 22 SCALE: 3/4" = 1'-0" S404 Dbl Nut STL-002 1 SCALE: 3/4" = 1'-0" S404 FLR SLAB FRAMED OPNG TYPE B 20 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