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HomeMy WebLinkAboutS200.0 SECOND FLOOR STRUCTURALJOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS TOP OR SOLE PLATE TO STUD (3)10d NAILS R IM TO TOP PLATE 10d TOENAILS @ 6" o.c. BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. R .T. w/ HEEL HT. 9 1 4" 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" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R .T. w/ HEEL HT. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VER T. - FASTEN w/ 8d NAILS @ 6" O.C. R .T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VER T. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTER SECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL CONNECTION SPECIFICATIONS (TYP. U.N.O.) THIS MODEL HAS DESIGNED TO R ESIST LATER AL FOR CES FR OM: 90 IN 2012 IRC (115 MPH WIND SPEED ASCE 7-10 WIND MAP, PER R301.2.1.1) B, R ISK SEISMIC CAT. THIS MODEL HAS BEEN DESIGNED TO R ESIST LATER AL FOR CES R ESULTING FR OM: 90 MPH WIND IN 2012 IRCMAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IR C R301.2.1.1) EXP. B, R ISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R 301.1.3 OF THE 2012 IR C, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 IR C IF THE PARAMETERS OF SECTION R 602.12 COMPLY. ACCOR DINGLY, THIS MODEL, AS DOCUMENTED AND DETAILED HER EWITHIN, IS ADEQUATE TO R ESIST THE CODE R EQUIR ED LATERAL FOR CES. LATERAL/WALL BRACING & WALL SHEATHING SPECIFICATIONS SEE CONNECTION SPECIFICATIONS CHAR T FOR STANDAR D SHEAR TR ANSFER DETAILING. IF ADDITIONAL CAPACITY IS R EQUIR ED BY DESIGN, IT WILL BE SPECIFICALLY NOTED ON PLAN. ALL STR UCTUR AL PANELS AR E TO BE DIR ECTLY APPLIED TO STUD FRAMING. NOTES M&K STND. - DEC. 2015 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEAR WALL, 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. (THR U ONE SIDE ONLY) 3" O.C. EDGE NAILING HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL R EQUIR ED BY THIS DESIGN EXCEPT NOT PANEL EDGES IS FOR THOSE AR EAS SPECIFICALLY NOTED. EXT. WALL SHEATHING SPECIFICATION ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED AND AR E CONSIDER ED 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 AR EAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN " 16 GA STAPLES 1-3/4 OR THE PANEL FIELD " CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. 7/16 ( AT DESIGNATED AR EAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FR AMING w/ NO STAPLE ALTER NATIVE AVAILABLE 8d NAILS @ 3" O.C. . ALL SHEATHING PANELS SHALL BE AT THIS SPEC OR IENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PR OVIDED TO SUPPOR T UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE FASTENING. DESIGN ASSUMES 16" O.C MAX. STUD SPACING, U.N.O. 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.) ALL SHEATHING PANELS SHALL BE OR IENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PR OVIDED TO SUPPOR T ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. . BEAR ING WALL BEAR ING WALL A (2)2x4 KINGS (1) 2x4 JACK EA. SIDE (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR A STRUCTURAL GABLE END ROOF TR USS STRUCTURAL GABLE END ROOF TRUSS (BELOW) ROOF GIRDER TRUSS @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR(2)2x6 HDR (2)2x4 KINGS (1) 2x4 JACK EA. SIDE B (3)2x4 (3)2x4 (2)2x4 STAIR OPENING 21'-3 1/2" 9'-8" . 5'-9" Sheet Information Copyright © 2017, (2017) The Drees Company. All R ights R eserved. 900 EAST 96TH STR EET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.02S BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Second Floor Structural Plan Key Notes: A SHEATH WALL PER STANDARD EXTER IOR WALL SHEATHING SPECIFICATIONS (SEE NOTES). SHEATHING SHALL EXTEND FULL HEIGHT OF WALL TO TOP OF FIR ST FLOOR PLATE B C General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. EXTERIOR WALL SHEATHING SHALL EXTEND FULL HEIGHT OF WALL TO SOLE PLATE. -- 05/18/18 William Hohlt