Loading...
HomeMy WebLinkAboutS400 - Structural Second 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. GIRDER TRUSS (2)2x6 (2)2x6 (2)2x6 (2)2x6(2)2x6 (2)2x6(2)2x8 (2)2x6HIP GIRDER TRUSSHIP GIRDER TRUSS@ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES(2)2x6 (4)2x4 (4)2x4 (2)2x6 KINGS (2)2x6 KINGS(1)2x6 JACK + (3)2x6 KING + (2)2x6 JACK (1)2x6 JACK + (3)2x6 KING + (2)2x6 JACK FRAMED WALL (SPF#2 OR BTR) 2x6 @ 12" O.C. BALLOON FRAMED WALL (SPF#2 OR BTR)2x6 @ 12" O.C. BALLOONSTRUCTURAL GABLE END TRUSS (2)2x4 A (2-PLY MIN.) (2)2x6 (2)2x6 (2)2X6(2) 2X6RESIDENCE 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 211 Grandview Drive, Fort Mitchell, KY 41017 Phone: [859] 578-4200 Born on Date: CDs Drawn By: Copyright © MARKET 14390 MARSDALE PLACE ALBANY VILLAGE ESTATES ALV-0040-00 11/11/22 M HYATT SERIES_NM PLAN_NM 2.02S Elevation "U" Second Floor Structural Plan 8595784290 the BUCHANAN KEB 08/27/2010 SSP 2010 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: A B C D E EXTEND EXT. WALL SHTG. DOWN TO BOTTOM PLATE -- -- -- -- 01/27/23