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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 PRE-MANUFACTURED PANELIZED WALLS: ALL SHEATHED (OSB OR PLYWOOD) PANELIZED WALLS SHALL BE FASTENED TOGETHER AT END STUDS WITH 0.131x3” NAILS AT 4” O.C (VERTICALLY) THROUGH ONE SIDE. WHEN SIDE NAILING OF PANELIZED WALLS IS NOT POSSIBLE, FASTEN PANELS TOGETHER WITH 0.162x3.5” TOENAILS AT 4” O.C. (VERTICALLY). ALL NON-SHEATHED PANELIZED WALLS SHALL BE FASTENED TOGETHER WITH 0.131x3” NAILS AT 16” O.C. (VERTICALLY) THROUGH ONE SIDE. 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.12:12SLOPEOUTLINE OF SECOND FLOOR ABOVE (2x4 SPF #2 STUDS @ 16" O.C.)11'-1" PLATE HEIGHT(2)2x8DROPPEDBEARING WALL(2)2x8 HDR(2)2x6 HDR @ 24" O.C. ROOF TRUSSES 3 7.03 (2)2x8 DROPPED BEARING WALL (2)2x8 DROPPED BEARING WALL (2) 1-3/4" x 11-7/8" LVL DROPPED BEARING WALL ROOF TRUSSES TO BEAR ON EXT. WALL @ 24" O.C. ROOF TRUSSES BEARING WALL (2)2x8 HDR@ 24" O.C. ROOF TRUSSES BEARING WALL 4 7.03 @ 24" O.C.ROOF TRUSSES(2) 1-3/4" x 14" LVL HDR(2)2x8 DROPPED @ 24" O.C. ROOF TRUSSES (2)2x10 HDR(2)2x8 HDR CONT.(2)2x8 HDR(SEE NOTES)3" O.C. EDGE NAILINGROOF GIRDER TRUSS@ 24" O.C.TRUSSESSTRUCTURAL GABLE END ROOF TRUSS(2)2x6 HDR(2)2x6 HDR(3)2x4 KINGS (3)2x4 JACK (3)2x4 KINGS (3)2x4 JACK (3)2x4 (3)2x4 (2)2x4 (2)2x4 3-1/2" x 7" PSL POST (4)2x4 (2)2x4 OPEN TO ABOVE LINE OF 2ND FLOOR ABV.8'-10" BSMT STAIR OPENINGTO BSMT STAIR OPENING22'-1 1/2"AAA TO STAIR OPENING1" FROM FRAME WALLBOTTOM OF BEAM @ 10'-1" A.F.F.(2)2x8 HDRROOF GIRDER TRUSS@ 24" O.C.TRUSSES(3)2x4 KINGS (3)2x4 JACK (2)2x8 HDRB (2)2x12 DROPPED TOP OF (2)2x12 BEAM @ 11'-1" ABOVE FIRST FLOOR SUBFLOOR (TYP. OF 2) (2)2x12 DROPPED(2)2x4 @ 24" O.C.ROOF TRUSSESROOF GIRDER TRUSS(2)2x8 HDR(2)2x8 HDR(2)2x8 HDR(2)2x8 HDR(2)2x4 (2)2x4 (2)2x4 (2)2x4 (4)2x4 (2)2x6 HDRROOF TRUSSES ATTACHED TO RIM OR LEDGER BOARD W/ HANGERS PER TRUSS MANUFACTURER 2x8 LEDGER (HIGH) FASTENED TO EACH STUD W/ (4) 10d NAILS @ 16" O.C. (MAX.) ROOF TRUSSES ATTACHED TO RIM OR LEDGER BOARD W/ HANGERS PER TRUSS MANUFACTURER FLUSH BEAM -CONTINUOUS FULL LENGTH OF WALL W/ CANT'D. END @ KITCHEN POST SHALL ALIGN W/ COLUMN BELOW -SEE SHEET 1.01 2x8 LEDGER (HIGH) FASTENED TO EACH STUD W/ (4) 10d NAILS @ 16" O.C. (MAX.)E (3)2x4 TO C.L. OF POST 7'-9 1/2"TO C.L. OF POST15'-1 1/2"17'-8 1/2"TO FACE OF BEAM 10'-0" OR (2) 1-3/4" x 11-7/8" LSL DROPPED ADD'L JOISTS (UNDER WALL ABOVE)ADD'L JOISTS (UNDER WALL ABOVE)(3)1-3/4"x9-1/2" LVL(2) 1-3/4" x 14" LVL HDR OR (2) 1-3/4" x 14" LSL (2)2x6 HDR(2)2x12(3)2x4 KINGS (3)2x4 JACK RESIDENCE 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 © LONBERGER 14589 AUTUMN WOODS INDIANAPOLIS GALLERY HOMES IGA-0575-00 11/15/22 M. HYATT SERIES_NM PLAN_NM 2.01S Elevation "D" First Floor Structural Plan 859.578.4290 the CRESTWOOD LJR 04/08/2016 BLC 2016 2021 Key Notes: A FLUSH BEAM -SEE SHEET 3.02 B C General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. D 4x4 P.T. POST W/ SIMPSON BC2-2/4 CAP & CBSQ44-SDS2 BASE E CLIP TOP CORNER OF LSL (MAX. 4-1/2" H. CLIP) TO ALLOW FOR BOTTOM PLATE OF RAILING AT STAIRS 01/11/23