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HomeMy WebLinkAboutS100.0 FIRST FLOOR STRUCTURALLATERAL BRACING & SHEAR WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE 2012 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 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 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, BLOCKED PANEL EDGES, AND/OR 3" O.C. EDGE NAILING 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/ 8d NAILS @ 6" O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.) HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL PANEL EDGES IS NOT REQUIRED BY THIS DESIGN EXCEPT FOR THOSE AREAS SPECIFICALLY NOTED. 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. BLOCKED PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN THE PANEL FIELD OR 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ 8d NAILS @ 3" O.C. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED 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. 2 3 4 5 6 7 8 9 10 11 12 13 14 1 -- -- -- -- -- -- -- -- -- -- -- -- FRAME TOP OF BEAM @ 11'-1" ABOVE FIRST FLOOR SUBFLOOR FRAME TOP OF BEAM @ 10'-1" ABOVE FIRST FLOOR SUBFLOOR 7'-0"FACE OF BEAM2 Key Notes HIP GIRDER TRUSSBEARING WALLBEARING WALL A 2 DROP FLOOR JOIST @ 19.2" o.c. A 2 DROP C 2DROP BEARING WALL(6)2x4 FLOOR JOIST @ 19.2" o.c. (2)2x4 (2)2x4 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) A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 BEARING WALL 1'-9" (MIN) PANEL A 2 A 2 A 2 K 2DROP 3" O.C. EDGE NAILING (SEE NOTES) 6x6 PRESSURE TREATED POST WITH SIMPSON BC46 POST CAP AND ABA66Z BASE (TYP.)BEARING WALLC 2 DROP L FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 19.2" o.c. 3" O.C. EDGE NAILING(SEE NOTES)3" O.C. EDGE NAILING(SEE NOTES)(2)2x4 BEAM POCKETRUN BEAM TO EXTERIOR WALL (4)2x4 (4)2x4 (2)2x4 (2)2x4 ROOF TRUSSBEARING WALLFLOOR JOIST @ 19.2" o.c. A 2 DOUBLE FLOOR JOIST @ 19.2" o.c. DOUBLE FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 19.2" o.c.BEARING WALLBLOCKED PANEL EDGES(SEE NOTES)2x6 SPF #2 @16"o.c.BALLOON FRAMED WALLA 2DROP (2)2x4 H 2 FLUSH (2)2x4 (2)2x6 A 2 A 2 A 2 CONTINUOUS A 2 CONTINUOUS A 2 BLOCKED PANEL EDGES (SEE NOTES) PROVIDE ROOF GIRDER TRUSS TO SUPPORT BRICK ABOVE, DESIGNED FOR L/600 AND 3" (MIN) TOTAL LOAD DEFLECTION STRUCTURAL GABLE END TRUSS ROOF TRUSS (3)2x4 (3)2x4 D 2 CONTINUOUS (2)2x4 (3)2x4 PROVIDE ROOF GIRDER TRUSS TO SUPPORT BRICK ABOVE, DESIGNED FOR L/600 AND 3" (MIN) TOTAL LOAD DEFLECTION (2)2x6GARAGE PORTAL FRAME(SEE NOTES)FULL WIDTH OF PORTAL FRAME WITH L4x4 5/16" STEEL ANGLE FASTENED TO LVL WITH 5/8" DIA. x 3" LONG LAG SCREWS @ 16" o.c.13'-712"STAIR OPENING20'-712" TO STAIR OPENING8'-912" STAIR OPENING 4'-01 2" STAIR OPENING 1 11'-0"TO FACE OF BEAML 2 FLUSH BOTTOM(2)2x4 BEAM POCKET FLOOR JOIST @ 19.2" o.c. (2)2x4 BEAM POCKET (2)2x4 (4)2x6 (3)2x4 ROOF TRUSSROOF TRUSS (2)2x6 M 3CONTINUOUS FULL WIDTH OF PORTAL FRAME WITH L4x4 5/16" STEEL ANGLE FASTENED TO LVL WITH 5/8" DIA. x 3" LONG LAG SCREWS @ 16" o.c. (6)2x4 W12x22 DROPPED STEEL BEAMFLOOR JOIST(3)2x6 FROM BEAM TO HEADER (4)2x6 A 2 JACK TRUSSES @ 24" O.C. (2)2x4 General Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 1ST FLOOR STRUCTURAL PLAN 2.01S 05/11/18 William Hohlt