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HomeMy WebLinkAbout842 Auman West Dr- S010.2 First Floor Structual Plan* LATERAL BRACING & SHEAR WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 115 MPH WIND IN 2018 IRC MAP (115 MPH WIND SPEED IN ASCE 7-16 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2018 IBC (SECTION 1609) & ASCE 7-16, AS PERMITTED BY R301.1.3 OF THE 2018 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2018 IRC IF THE PARAMETERS OF SECTION R602.12 COMPLY. ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND DETAILED HEREWITHIN, IS ADEQUATE TO RESIST THE CODE REQUIRED LATERAL FORCES. SEE CONNECTION SPECIFICATIONS CHART FOR STANDARD SHEAR TRANSFER DETAILING. IF ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT WILL BE SPECIFICALLY NOTED ON PLAN. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING. NOTES M&K STND. - OCT. 201 5 PRE-MANUFACTURED PANELIZED WALLS: FASTEN TOGETHER END STUDS OF WALL PANELS SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4" O.C. (THRU ONE SIDE ONLY) 3" O.C. EDGE NAILING 7/16" OSB OR 15/32" PLYWOOD: FASTEN SHEATHING w/ 2-3/8"x0.113 NAILS @ 6" O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.) ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. EXT. WALL SHEATHING SPECIFICATION ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED AND ARE CONSIDERED SHEAR WALLS. ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUD) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE FASTENING. DESIGN ASSUMES 16" O.C MAX. STUD SPACING, U.N.O. INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, BLOCKED PANEL EDGES, AND/OR 3" O.C. EDGE NAILING INDICATES POST ABOVE (P.A.) PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. 4 7.03 2 7.03 3 7.03 (2) 2x8 (2) 2x12 (2) 2x8 (2) 2x4 (5) 2x4 (2) 2x6 (5) 2x4 (2) 2x6 (2) 2x6 (2)2x8 BEARING WALL(2) 2x4 1 BEARING WALL (6) 2x4 TO FACE OF BEAM 5'-10 1/4" (2)2x8 5 (2) 2x8 W10x30 STEEL BEAM TO C.L. OF BEAM15'-1 3/4"(2)2x12 (2) 2x4 (2) 2x4 (RE: DETAIL 1/7.04) PORTAL FRAME (2) 2x6 (2) 2x6(2) 2x6 (2) 2x6 (2) 2x6 STRUCTURAL GABLE END TRUSS (2)2x12(2)2x12(DROPPED)(DROPPED)@ 24" O.C. ROOF TRUSSES (2) 2x6 (2) 2x6 (2) 2x6(2) 2x6 @ 24" O.C.ROOF TRUSSES(2)2x10(DROPPED)(2)2x10(DROPPED) @ 24" O.C. ROOF TRUSSES (2)2x6 @ 24" O.C.ROOF TRUSSES(2) 1-3/4" x 11-1/4" LVL (DROPPED)@ 19.2" O.C.14" I-JOISTS FLOOR JOISTS FLOOR JOISTSFLOOR JOISTS24" O.C.R.T.4 A 4 4 F.J. INDICATES: 14" TJI I- JOISTS @ 19.2" O.C. (U.N.O.) (3) 1-3/4" x 18" LVL BOTTOM FLUSH (1)2x4 JACK + (3)2x4 KINGS (1)2x4 JACK + (3)2x4 KINGS SIMPSON HUC210-2 HANGER BALLOON FRAMED WALL2x6 (SPF #2 OR BETTER) @12" O.C.(2) 1-3/4" x 14" LVL (Flush)(Low) (2) 2x4 (2) 1-3/4" x 14"LVL (Flush)(Low)SIMPSON HGUS414 HANGER ADD'L JOIST UNDER PARTITIONEND JOIST@16" O.C.FLOOR JOISTS(CANT'D)FLOOR JOISTS(3) 2x4 (1)2x4 JACK + (2)2x4 KINGS (1)2x4 JACK + (2)2x4 KINGS 4 4 (2) 1-3/4" x 14" LVL (Flush) (2) 2x4 (3) 2x4 (6) 2x4 (Cant'd)@24" O.C. ROOF TRUSSES1 7.03ADD'L JOIST UNDER PARTITIONEND JOISTADD'L JOIST UNDER PARTITION(4)2x4 DROPPED DBL. END JOIST(1)2x4 JACK + (1)2x4 KINGS GIRDER TRUSSROOF TRUSSES @ 24" O.C. ADJ. PIPE COLUMN (11K CAPACITY) @ 24" O.C. ROOF TRUSSES (1)2x4 JACK + (1)2x4 KINGS 2x8 (MIN.) LEDGER FASTENED TO END JOIST W/ (3) 0.131"x3" NAILS @ 8" O.C. (MAX.) (2) 2x4 (2)2x4 JACK + (3)2x4 KINGS (2)2x4 JACK + (3)2x4 KINGS (2)2x8 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2013, (2018) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 RUST 842 W. AUMAN DRIVE INDIANAPOLIS GALLERY -AUMAN IGA-0489-00 04/02/2020 MELISSA P. N/A N/A 2.01S Elevation "G" First Floor Structural Plan 859-578-4290 the BELLEVILLE SSP Key Notes: 1 2 3 4 5 6 7 8 9 10 FLUSH BEAM: REFER TO MANUFACTURERS FLOOR JOIST LAYOUT FOR SIZE General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. 14" I-JOISTS AT 19.2" O.C. -SEE ENGINEERED JOIST LAYOUT. 3. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 4x4 P.T. POST W/ SIMPSON BCS2-2/4 CAP & ABW44Z BASE -- -- -- -- -- -- ELEVATION "G": (2) 2x10 DROP BEAM: TOP OF BEAM @ 8'7" ABOVE INTERIOR FINISHED FLOOR REISSUED: 05/11/2020 05/27/20 William Hohlt