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HomeMy WebLinkAboutLEG 30 - S001.1 First Floor Structual PlanGeneral Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) Key Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2019) The Drees Company. All Rights Reserved. MARKET 7241 DELMONT DRIVE LEGACY Drawing Date: Coord Name: Coord Phone: LEG-0030-00 6/18/2020 M. HYATT 859.578.4290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "E" First Floor Structural Plan 2.01S -- E F H J K L A B C D 20'-0 1/2" 16'-8"18'-3"3'-6" 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. 2015 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. (2) 2x8 (2) 2x6(2) 2x8 (2) 2x8 (2) 2x8 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE (2) 2x8 (2) 2x8 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE BEARING WALL(2) 2x8 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE (2) 2x6(2) 2x6 12'-6 1/2" -- -- -- -- -- -- -- -- -- (2) 2x6 (2) 2x6 (2) 2x63'0"(3) 2x4 BM. PKT. (4) 2x4(4) 2x4 (3) 2x10 DROPPED ROOF GIRDER TRUSS (3) 2x4 BM. PKT. (2) 2x12 (2) 2x4 HIP GIRDER TRUSSHIP GIRDER TRUSSROOF TRUSSESROOF TRUSSESROOF TRUSSES @ 24" O.C.ROOF TRUSSESROOF TRUSSES (2) 2x6(2) 2x6 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE (2)2x12 (2) 2x4 (2) 2x4 BEARING WALL (3) 2x4ROOF GIRDER TRUSS(3) 2x4 ROOF TRUSSES @ 24" O.C.(2) 2x620'-2" TO BEAM FACE 4x4 PT POST (2) 2x10 (DROPPED) TOP OF BEAM @ 9'1" ABOVE INTERIOR FINISHED FLOOR 4x4 PT POST (2) 2x10 (DROPPED) TOP OF BEAM @ 9'1" ABOVE INTERIOR FINISHED FLOOR BLOCKED PANEL EDGES (SEE NOTES) (3) 2x4 JACKS W/ (3) 2x4 KINGS (3) 2x4 JACKS W/ (3) 2x4 KINGS (2)1 3/4" x 18" LVL PENT ROOF PER DETAIL A REISSUED: 06/29/2020 08/07/20 William Hohlt