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Home My WebLink AboutS2.2 Roof DetailsQ SEE PLAN Q I I I 2 I 52.2 r I I, / I .I BRACE B1 NOTES: 1. SERVICE LOADS SHOWN ARE MORE CRITICAL OF D + L OR .75(D+L+W) OR D+.75(L+E) OR W-.9(D) OR E-A(D) 2. CONNECTIONS SHALL BE DESIGNED FOR FORCE INDICATED ON ELEVATION. 1 /2"0 3. ALL BOLTED CONNECTIONS SHALL BE "SLIP CRITICAL" CONNECTIONS 36/7 \_5/8DID CUDDLE E NOTES: 1) SIDELAP FASTENERS TO CONSIST OF 2—q10 TEK SCREWS PER SPAN 2) ALL ROOF DECK TO BE 22 GAGE TYPE B (WIDE RIB) METAL DECK 3) SUPPLY IN SHEETS LENGTHS TO PROVIDE A MINIMUM 3—SPAN CONDITION RELEASED FOR CONSTRUCTION PIGAL ROOF DECK Subject to compliance with all regulations TACHMENT PATTERN of State and Inca) Codes e City Gf Camel ((�� yVTGta+nNNaIU+L DATE: 08/19/19 VARIES STL. EL. 1/2"0 ERECTION BOLT DETAIL S2. JST. SPACING PER PLAN TYPICAL ROOF OPENING DETAIL NO SCALE ISM. PER PLAN W.P. ¢l z I U � PL 5/8"J`\ 1 4 TYR. \ .ACE PER ELEVATION DETAIL 2 S2. R7 rdo SECTION 4 S2.2 IF THIS DIMENSION IS MORE THAN 4" ADD (2) — L2x2x3/16 AS SHOWN. WELD TO TOP & BOTTOM CHORDS (FURNISHED & INSTALLED BY MECH. CONTRACTOR) EDGE OF HARDWOOD BLOCKING IN DECK CELLS CURB ® 12" O.C. (OVER JOISTS) UNDER CURBS (BY MECH. CONTRACTOR) STEEL JOIST PER PLAN STRUCTURAL STEEL Detailing, fabrication and erection of structural steel shall be in conformance with the AISC Specification for Structural Steel Buildings, latest edition with amendments, and the AISC Code of Standard Practice for Steel Buildings and Bridges, latest edition with amendments. Rolled shapes shall conform to ASTM A992, Grade 50. Plates shall conform to ASTM A36. _ Tubing shall conform to ASTM A500, Grade B. Column anchor bolts shall conform to ASTM A36, unless noted otherwise. If f a Rolled shapes and plates shall be shop —painted gray with a rust inhibiting primer, unless YYY _ _ directed otherwise by the specification. Touch up all nicks and abrasions after erection is F complete. Design connections not shown per the latest edition of the AISC Specification and Manual A R C H I T E C T U R E of Steel Construction. Bolted connections shall be mode with 3/4" diameter bolts, conforming to ASTM A325, 5719 LAWTON LOOP E. DR. # 212 tightened to the snug tight condition, unless noted otherwise. Bolted connections in wind INDIANAPOLIS, IN 46216 brace elements shall be tightened using the turn —of —nut method. Connections shall O :: 317. 288. 0681 conform to the Specification for Structural Joints Using ASTM A325 or A490 Bolts, approved by the Research Council on Structural Connections of the Engineering F :: 317 .288 . 0753 Foundation. Welding of structural members shall be in conformance with the American Welding Societys (AWS) Structural Welding Codes for: Steel ANSI/AWS D1.1, Sheet Steel ANSI/AWS D1.3 and Reinforcing Steel ANSI/AWS D1.4. Typical welded connections shall be made with E70XX electrodes. When ASTM A992 steel is used as a base metal, E70XX Low Hydrogen electrodes shall be used. Base material within 2" of any field weld shall be free of materials that would prevent proper welding or produce toxic fumes during welding operations. Splicing of structural steel members is not permitted without prior approval of the Structural Engineer. STEEL DECK Supply and erect steel deck in conformance with the latest edition of the Steel Deck Institutes Specifications and Code of Standard Practice. Deck supplier shall provide all roof deck and accessories required for a complete Structural Design, Inc.. installation. Such materials shall be shop painted with a rust inhibiting primer. 727f Roof deck attachment shall be as directed on plan. Roof deck shall be attached to IIBST US9NY52 lew continuous supports at 12" o.c. along the building perimeter. Welding operations shall New Palestine, 4Rdiana 46j83 comply with the latest edition of the American Welding Societys Structural Welding Code (Jl7f MI-7735 Ia(317)81-77X —Sheet Steel ANSI/AWS D1.3. STEEL JOISTS NN. Steel bar joists shall be designed, fabricated and installed in conformance with the IS requirements of the latest Steel Joist Institute (SJI) specifications. Steel bar joists shall be shop painted with a rust —inhibiting primer. �NV``R�SIP 111 SC�v�i� Steel joists shall be designed and fabricated per loading information shown on plan. Live \.N ��;p>(y1ST[RCO load deflection shall be limited to the following: S•:' No, 70= CONN. L/360 of the joist span = * : PEGM70367 WEB Where connections for steel joists are not shown or noted, provide connections as %-O yTAtEv Ca.required by the SJI specifications. ��''.. G� i Horizontal and diagonal bridging for steel joists shall be located and designed per the SJI specifications. Bridging angles shall be welded to joist top and bottom chords and shall 1111 I 1tT be positively attached at ends of joist bays as detailed on plan. Strueturl� des Inc Support all mechanical, electrical, plumbing and sprinkler systems at panel points only. Otherwise reinforce chord members per plan details. Point loads greater than 200 pounds THIS DRAWING AND THE IDEAS. DESIGNS must be reviewed b the Structural Engineer. AND CONCEPTS CONTAINED HEREIN ARE y I 9 THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT If a column is not framed In at least two directions With steel beams, then the joist TO BE USED OR REPRODUCED, WHOLE OR nearest the column shall be bolted to supporting members during erection. IN PART. WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. STEEL JOIST GIRDERS COPYRIGHT 2017, CURRAN Steel joist girders shall be designed, fabricated and installed in conformance with the requirements of the latest Steel Joist Institute (SJI) specifications. Joist girders shall be designed and fabricated per loading information shown on plan (self WESTON POINTE weight not included). When a girder is designated with VG instead of G. joists must bear RESTAURANT only at vertical Joist Girder web members. Live load deflection shall be limited to the following: WESTON POINTE DRIVE L/360 of the joist span NORTH MICHIGAN ROAD Provide stabilizer plates on columns between the joist girder bottom chord members as CARMEL, INDIANA required by Steel Joist Institute (SJI) specifications. Where end connections for joist girders are not shown or noted, provide connections as required by the Steel Joist Institute (SJI) specifications. Joist Girder bracing shall be as indicated by the manufacturer and as required by the Steel Joist Institute (SJI) specifications. DESIGN DATA The structure was designed per the Indiana Building Code ROOF LOADS CL PANEL POINT JOIST REINFORCING AT ROOF TOP UNIT CURBS NO SCALE DECK PER PLAN Live Load 25 psf Dead Load 15 psf PERMIT SEr 05.20.19 SDI16-093 52.2