Loading...
HomeMy WebLinkAboutS407 - STEEL FRAMING DETAILSNOTE: 1. ALL WELDS SHALL BE 5/8"Ø PUDDLE WELDS. 2. USE (2) #10 TEK SCREWS SIDELAP FASTENER PER SPAN 3' - 0" 36/5 PATTERN TYPICAL ALL SUPPORTS 36/7 PATTERN TYPICAL @ PERIMETER SUPPORTS 8" 8" 1' - 0" 1' - 4" 1' - 6" 1/2"Ø 3/4"Ø or 7/8"Ø 1"Ø 1 1/8"Ø or 1 1/4"Ø 1 1/2"Ø or 2"Ø ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD T/SLAB, PIER WALL OR FTG 8" FOR CONCRETE 6" FOR MASONRY PL 3/4"x4"x4" w/ NUT 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. 3" 3" 1' SEE - 4" SCHEDULE 1' SEE - 4" SCHEDULE PLAN 3/4"Ø ANCHOR ROD DOUBLE NUT GROUT HEIGHT 7/8"Ø 1"Ø 1 1/8"Ø 1 1/4"Ø 1 1/2"Ø 2"Ø 3/4"Ø 1 1/16"Ø ANCHOR ROD HOLE DIAMETER 7/8"Ø 1 3/16"Ø 1"Ø 1 1/2"Ø 1 1/8"Ø 1 5/8"Ø 1 1/4"Ø 1 3/4"Ø 1 1/2"Ø 2"Ø 2"Ø 2 1/2"Ø 2 1/2"Ø 3"Ø EDGE DISTANCE 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 3" 4" 4 1/2" 2 1/2"Ø 3" 3" 2" 2" 2" 2" 2" 2" BASE PLATE - SEE SCHEDULE COLUMN 1/4" LEVELING PLATE 3/4" NON-SHRINK, NON- METALLIC GROUT (IF DOUBLE NUTS ARE NOT USED) DOUBLE NUTS - NO LEVELING PLATE REQ'D - SEE SCHEDULE FOR GROUT HEIGHT ANCHOR RODS tc ANCHOR ROD DIAMETER EMBEDMENT DEPTH HOLE DIAMETER 3/4" 7/8" 1" 1 1/4" 10" 11 1/4" 12 3/8" 15" 13/16" 15/16" 1 1/16" 1 1/2" A36 THREADED ROD (OR HILTI HAS-E ROD) HILTI HIT-ICE/HIT HY150 ADHESIVE ANCHOR T/CONC +(SEE PLAN) NOTE: 1. INSTALL RODS AND ADHESIVE IN ACCORDANCE w/ MFR'S INSTRUCTIONS 2. CURE TIME OF 4 HOURS IS REQ'D @ 32" TEMP BEVEL ROD END EMBEDMENT MIN 5" OR AS REQ'D HOLE DIA NOTE: 1. MECHANICAL CONTRACTOR SHALL PROVIDE FABRICATOR WITH OPENING SIZES AND LOCATIONS. 2. REFER TO ARCH DRAWINGS FOR LOCATION OF ADD'L OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. CL CL OPENING DECK SPAN BEAM L3x3x1/4 (TYP) OPENING SIZE OPENING SIZE CL TO CL OF BEAMS COPE AS REQ'D @ CORNERS TO FIT OVER JOISTS TOP CHORD 1/4 TYP 1/4 TYP SINGLE SHEAR PLATE CONNECTION SCHEDULE END REACTION NO. OF BOLT LINES 0 thru 21.2 kips 21.3 thru 31.8 kips 31.9 thru 42.4 kips 42.5 thru 53.0 kips 53.1 thru 63.6 kips 63.7 thru 74.2 kips 74.3 thru 84.8 kips 84.9 thru 95.4 kips 2 3 4 5 6 7 8 9 3" 1 1/2" 1 1/2" 3" 3" 3" 1 1/2" NO. OF BOLT LINES (SEE SCHEDULE) 1/4 3/8" PLATE * BOLTS SHALL BE 3/4"Ø A325 (UNO) * SEE PLAN FOR END REACTIONS * ALL PLATES ARE 3/8" THICK (UNO) ALL-BOLTED DOUBLE ANGLE CONNECTION SCHEDULE END REACTION NO. OF BOLT LINES 0 thru 40.8 kips 40.9 thru 63.6 kips 63.7 thru 83.9 kips 84.0 thru 104.0 kips 104.1 thru 124.0 kips 124.1 thru 145.0 kips 145.1 thru 165.0 kips 165.1 thru 185.0 kips 2 3 4 5 6 7 8 9 1 3/4" 2 1/4" 1 1/2" 3" 3" 1 1/2" NO. OF BOLT LINES (SEE SCHEDULE) * BOLTS SHALL BE 3/4"Ø A325 (UNO) * SEE PLAN FOR END REACTIONS * ALL ANGLES USED SHALL BE L4x3x5/16 (UNO) 1 1/4" VARIES 1 1/4" 1/2" CAP PLATE (MIN) BEAM COLUMN 3/8" SHEAR TAB 3/4"Ø BOLT (4 TOTAL) 3/8" BRG STIFFENER (ONE EA SIDE OF WEB) TYP 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 1/4 TYP 1/4 MIN TYPICAL AT TOP OF COLUMN DOUBLE ANGLE CONNECTION COLUMN BEAM A992-Gr50 PLATE, t= 1/4" + BEAM FLANGE THICKNESS DECK M 3/8 3/8 3/8 1/4 2 1/4 2 ROOF DRAIN (SEE PLUMBING DRAWINGS FOR OPENING SIZE AND LOCATION) BEAM OR JOIST L3x3x1/4 SUPPORT FRAME (SEE 4/S407) BEAM OR JOIST 14 GA 24"x24" PANS (SEE MECH) OVERFLOW DRAIN (SEE PLUMBING DRAWINGS FOR OPENING SIZE AND LOCATION) DECK ROOF CURB DECK CHANNEL PROVIDE STIFFENER L2x2x1/4 EA SIDE OF JOIST TO BOTTOM CHORD PANEL POINT CENTERLINE OF JOIST OR BEAM EXTEND 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 1' - 11" 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. A A WHERE C6 CROSSES JST OR BM 1/4 TYP 1/4 TYP T/STL +(SEE PLAN) EXISTING PRECAST PANEL 1/4"x4"xEODxCONT 1/4 2-12 BENT PLATE DECK BEAM EOD (SEE PLAN) 2" DECK CMU WALL (MW) VERT CMU REINF (SEE SCHED) BOND EAM w/ (2)#4 x CONT VENEER (SEE ARCH) (1) COURSE BOND BEAM w/ (2)#4 x CONT 5/8" DIA HILTI KWIK BOLT III L6x4x1/4xCONT (LLH) w/ @ 24" OC (EMBED 4") 3/4"x2" VERTICALLY SLOTTED HOLES FOR 5/8" HILTI ANCHORS BEAM 1/4 2-12 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: STEEL FRAMING DETAILS S407 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 No. Date Description SCALE: 3/4" = 1'-0" S407 ROOF DECK FASTENER PATTERN 1 SCALE: 3/4" = 1'-0" S407 TYPICAL ANCHOR ROD DETAILS 3 SCALE: 3/4" = 1'-0" S407 COLUMN BASE DETAIL 2 SCALE: 1 1/2" = 1'-0" S407 4 TYP ANCHOR ROD @ EXISTING FOOTING SCALE: 3/4" = 1'-0" S407 TYPICAL ROOF OPENING FRAMING 8 SCALE: 3/4" = 1'-0" S407 TYP BEAM CONNECTIONS 5 SCALE: 3/4" = 1'-0" S407 TYP STL BEAM CONNECTION 6 SCALE: 1" = 1'-0" S407 TYP HSS COL MOMENT CONN 7 SCALE: 3/4" = 1'-0" S407 SECTION @ ROOF DRAIN 10 SCALE: 3/4" = 1'-0" S407 TYPICAL RTU FRAMING 9 SCALE: 3/4" = 1'-0" S407 SECTION 11 SCALE: 3/4" = 1'-0" S407 ROOF SECTION 12 04/16/18 Nick Mishler