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HomeMy WebLinkAboutS300-STRUCTURAL FIRST FLOORSOLE PLATE TO JOIST/BLK'G. DOUBLE STUD DOUBLE TOP PLATE DOUBLE TOP PLATE LAP SPLICE JOIST TO SOLE PLATE (3)10d TOENAILS GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE BLK'G. BTWN. JOISTS TO TOP PL. RIM TO TOP PLATE TOP OR SOLE PLATE TO STUD (3)10d TOENAILS (3)10d TOENAILS 10d TOENAILS @ 6" o.c. (3)10d NAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A R.T. w/ HEEL HT. 9 14" TO 12"2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. 12" TO 16" R.T. w/ HEEL HT. UP TO 24" R.T. w/ HEEL HT. 24" TO 48" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. -FASTEN w/ 8d NAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT 10d NAILS @ 24" o.c. 10d NAILS @ 24" o.c. (10)10d NAILS IN LAPPED AREA WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL CONNECTION SPECIFICATIONS (TYP. U.N.O.) NOTE: 10d NAIL = 3" x 0.131" GUN NAIL FASTENING SPEC. TOP PLATE LAP @ CORNERS &INTERSECTING WALLS (2)10d NAILS TOP OF HEEL * LATERAL BRACING & SHEAR WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 115 MPH WIND IN 2020 InRC 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 2020 InRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2020 InRC 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 AND/OR 3" O.C. EDGE NAILING INDICATES POST ABOVE (P.A.) PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. UP 3:12 SLOPE 3:12 SLOPE DN DN (2)2x8 (2)2x8 (2)2x6 (2)2x8 (2)2x6 (2)2x6 BEARING WALL BEARING WALL (2)2x4 (6)2x4 (4)2x4 (2)1-3/4" x 14" LVL DBL. END JOIST END JOIST(2)2x6(2)1-3/4" x 14" LVLFLUSH(1)1-3/4" x 14" LVL FLUSH(1)1-3/4" x 14" LVL FLUSH(1)1-3/4" x 14" LVL FLUSH SIMPSON IUS1.81/14 HANGER (TYP. 2) (2)2x8 (2)1-3/4" x 24" LVL DROPPED (2)2x4 (2)2x10 TO FACE OF BEAM4'-10 1/4"DROPPED FLUSH (2)2x12 (2)2x4 (2)2x4 (2)2x4 (2)2x8(2)2x6 (2)2x6 (2)2x6(2)2x8VAULTED ROOF TRUSSES @ 24" O.C. 2x6 SPF #2 @ 16" O.C. BALLOON FRAME WALL GABLE END TRUSS BOTTOM CHORD TO MATCH CEILING PROFILE. BALLOON FRAME WALL TO UNDERSIDE OF TRUSS. (2)1-3/4" x 14" LVL FLUSH (2-SPAP. CONT.)(2)2x4 SIMPSON IUS1.81/14 HANGER (TYP. 2) 4x4 POST w/ SIMPSON BC46 CAP & BC40 BASE (3)2x4 (1)1-3/4" x 14" LVL FLUSH 2x6 SPF #2 @ 16" O.C. BALLOON FRAME WALL END JOIST 2x6 SPF #2 @ 16" O.C. BALLOON FRAMED WALL (1)1-3/4" x 14" LVL FLUSH(1)1-3/4" x 14" LVL FLUSH(1)1-3/4" x 14" LVL FLUSH SIMPSON IUS1.81/14 HANGER (TYP. 2)ADD'L JOISTUNDER PARTITION ABOVEADD'L JOISTUNDER PARTITION ABOVEMIN.1'-4"PORTAL FRAME (SEE DETAIL 1/7.04)(2)1-3/4" x 20" LVL DROPPED(4)2X4 KINGS & (1)2X4 JACK (3)2x4 (3)2x4 (1)2X4 KINGS & (1)2X4 JACK (5)2x4 (3)2X4 KINGS & (2)2X4 JACK (2)1-3/4" x 11-1/4" LVLROOF TRUSSES @ 24" O.C.(3)2X4 KINGS & (1)2X4 JACK (3)2X4 KINGS & (1)2X4 JACK (2)2x10 DROPPEDEND JOISTBM. POCKET4x4 P.T. POST w/ SIMPSON BCS2-2/4 CAP & ABW44Z BASE (2)2x8 DROPPED (4)2x4 24" O.C.R.T. @(2)2x8 (2)2x6(2)2x6 (2)2x6 (2)2x6 A ROOF TRUSSES @ 24" O.C.CONT. FULL WIDTH OF PORTAL FRAME W/L4xL4x5/16" STL ANGLE FASTENED W 1/4"DIA. x 3-1/2" LONG SDS SCREWS @ 6" O.C.(2)2x4 (2)2x4 B 2 SD-1 DROPPED CONT. FULLWIDTH OF PORTALFRAME W/ L4xL4x5/16"STL ANGLE FASTENEDW/ 1/4" DIA. x 3-1/2"LONG SDS SCREWS @6" O.C.4'-0" @ 24" O.C. JACK TRUSSES HIP GIRDER TRUSSSHEATHE WALL PER EXTERIOR WALL SPEC. 3 SD-1 (2)1-3/4"x14"LVL FLUSH(2)2x4 (2)2x4 P.A. BEARING WALL (2)2x8 DROPPED (2)2x4 UNDER TUB ABOVE DBL. JOISTS (1)1-3/4" x 14" LVL FLUSH BEARING WALL (2)2x4 (2)2x4 (2)2x4 P.A. (4)2x4 END JOIST OR (1)1-3/4" x 14" LVL FLUSH SIMPSON IUS1.81/14 HANGER (2)2x6 (2)2X6 KINGS & (1)2X4 JACK (2)2X6 KINGS & (1)2X4 JACK (2)2X6 KINGS & (1)2X4 JACK (2)2X6 KINGS & (1)2X4 JACK (2)2x6 (2)2X6 KINGS & (1)2X4 JACK (2)2X6 KINGS & (1)2X4 JACK 1 SD-1 (4)2x4 D BRICK VENEER TIES: WHEN BRICK VEREER EXCEEDS 30 FT. HEIGHT ABOVE FOUNDATION, PROVIDE HOHMAN AND BARNARD DW -10 ANCHORS SUPPORTING @ 16" O.C. VERT. AND HORIZ.(2)2x6(2)2x8RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © THIMMAPPA 13722 FOXDALE LAKE DRIVE INDIANAPOLIS GALLERY HOMES IGA-0576-00 12/8/22 LJR SERIES_NM PLAN_NM 2.01S Elevation "Y" First Floor Structural Plan 859.578.4290 the LANGDON LJR 02/14/2020 WAB 2020 2019 Key Notes: A B C D General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- 2x8 LEDGER FASTENED TO TRUSS VERTS. W/ (4)3"x0.120" NAILS (24" O.C. MAX.) MAX STUD WALL HEIGHT 11'-6" CONTACT M+K FOR EVALUATION IF WALL HEIGHT EXCEEDS MAX. PROVIDE (3)PLY MIN. ROOF GIRDER TRUSS FOR BRICK VENEER SUPPORT. DESIGN FOR L/600 AND 0.3" (MAX.) TOTAL LOAD DEFLECTION 01/26/23