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HomeMy WebLinkAboutS100.0 FIRST 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 BEEN DESIGNED TO R ESIST LATER AL FOR CES RESULTING FR OM: 90 MPH WIND IN 2012 IRC (115 MPH WIND ASCE 7-10 WIND MAP, R301.2.1.1) EXP. R ISK CAT. SEISMIC CAT. A/B. THIS MODEL HAS BEEN DESIGNED TO R ESIST LATER AL FOR CES RESULTING FR OM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IR C R301.2.1.1) EXP. B, R ISKCAT. 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 PR ESCR IPTIVE 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. OUTLINE OF SECOND FLOOR ABOVE STRUCTURAL GABLE END ROOF TRUSS (2x4 SPF #2 STUDS @ 16" O.C.) 11'-1" PLATE HEIGHT (2)2x8 DROPPED BEAR ING WALL (2)2x8 HDR CONT. (2)2x8 HDR CONT. (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR B 3 7.03 (2)2x8 DROPPED (2)2x8 BEAR ING WALL DROPPED BEARING WALL (2) 1-3/4" x 9-1/4 LVL DROPPED BEARING WALL ROOF TR USSES TO BEAR ON EXT. WALL E @ 24" O.C. ROOF TRUSSES D F C BEAR ING WALL (2)2x8 HDR BEAR ING WALL 4 7.03 @ 24" O.C. ROOF TRUSSES B (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR (2)2x8 HDR (2)2x8 HDR(2)2x8 HDR (2)2x4 KINGS (1)2x4 JACK EA. SIDE 2x4 RAFTERS AND CLG. JOISTS @ 24" O.C. (2)2x8 HDR (2)2x8 DROPPED (2)2x6 DROPPED @ 24" O.C. ROOF TRUSSES (2)2x10 DROPPED (2)2x4 BEAM POCKET (2)2x4 BEAM POCKET (SEE NOTES) 3" O.C. EDGE NAILING (2)2x4 KINGS (1 )2x4 JACK EA. SIDE @ 24" O.C. ROOF TRUSSES FACE OF BEAM 6'-10" (2) 1-3/4" x 14" LVL HDR CONT. FULL WIDTH OF POR TAL (SEE DETAILS 1 & 2/7.03) POR TAL FRAME MIN. 1'-4" MIN. 1'-4" (2)2x6 HDR (2)2x6 HDR MIN. 1'-4" F (2)2x6 HDR (3)2x4 KINGS (1)2x4 JACK (2)2x4 (3)2x4 KINGS (1)2x4 JACK (3)2x4 (4)2x4 KINGS (1)2x4 JACK (2)2x4 (2)2x4 (4)2x4 KINGS (1)2x4 JACK (3)2x4 (4)2x4 KINGS (1)2x4 JACK (2)2x4 (2)2x4 (4)2x4 KINGS (1)2x4 JACK (3)2x4 (2)2x4 (2)2x4 3-1/2" x 5-1/4" PSL POST (3)2x4 (3)2x4 (2)2x4 (2)2x4 (2)2x4 (2)2x4 (2)2x4 (3)2x4 (3)2x4 (2)2x4 (2)2x4 OPEN TO ABOVE LINE OF 2ND FLOOR ABV. TOP OF BEAM @ 9'-1" ABOVE FIR ST FLOOR SUBFLOOR 8'-10" STAIR OPENING (3)2x4 KINGS (1)2x4 JACK (2)2x4 (3)2x4 KINGS (1)2x4 JACK A A TO STAIR OPENING 3" FROM FRAME WALL BOTTOM OF BEAM @ 1 0'-1 " A.F.F. (2)2x8 HDR CONT. (2)2x8 HDR CONT. I (2)2x12 DROPPED TOP OF (2)2x12 BEAM @ 11'-1" ABOVE FIR ST FLOOR SUBFLOOR (TYP. OF 2) (2)2x12 DROPPED (2)2x4 @ 24" O.C. ROOF TRUSSES ROOF GIRDER TRUSS TO FACE OF BEAM 15'-0 3/4" TO FACE OF BEAM 12'-7 1 /4" 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: 2.01S 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" First Floor Structural Plan 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. ROOF TRUSSES ATTACHED TO R IM OR LEDGER BOARD W/ HANGER S PER TRUSS MANUFACTURER HANGER PER TRUSS MANUFACTURER FASTENED TO (2)2x4 POST ABOVE (ELEV. A & B) D FLUSH BEAM - CONTINUOUS FULL LENGTH OF WALL W/ CANT'D. END @ KITCHEN E POST SHALL ALIGN W/ COLUMN BELOW - SEE SHEET 1.01 F 2x8 LEDGER (HIGH) FASTENED TO EACH STUD W/ (4) 10d NAILS @ 16" O.C. (MAX.) G -- H -- I 4x4 P.T. POST W/ SIMPSON BC2-2/4 CAP & ABW44Z BASE J 05/18/18 William Hohlt