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HomeMy WebLinkAboutS100.2 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 RIM 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 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" 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 VERT. - 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 VERT. - 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 INTERSECTING 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 DESIGNEDTO RESISTLATERAL FORCESRESULTING 90 MPH WINDIN 2012IRC (115MPHWINDSPEED ASCE7-10 WINDMAP,R301.2.1.1) EXP.B,RISKCAT. SEISMICCAT.A/B. THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE 2012 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 IRC 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. LATERAL/WALL BRACING & WALL SHEATHING SPECIFICATIONS 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. - DEC. 2015 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, 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. (THRU ONE SIDE ONLY) 3" O.C. EDGE NAILING HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL PANEL EDGES ISNOT REQUIRED BY THIS DESIGN EXCEPT FOR THOSE AREAS SPECIFICALLY NOTED. 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. BLOCKED EDGESBLOCKED PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN THE PANEL FIELD OR 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/ 8d NAILS @ 3" O.C. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED 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. 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 ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT 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)2x8DROPPEDBEARING WALL(2)2x8 HDR CONT.(2)2x8 HDR CONT. (2)2x6 HDR (2)2x8 HDR(2)2x8 HDR (2)2x6 HDR (2)2x6 HDR (2)2x6 HDRHDR: (2)2x6 (2)2x6 HDR B 3 7.03 (2)2x8 DROPPED BEARING WALL (2)2x8 DROPPED BEARING WALL (2)2x8DROPPED(2)2x8DROPPED(2)2x8DROPPEDI I (2)2x4 BEAM POCKET (SEE NOTES)3" O.C. EDGE NAILING (2)2x8 HDROUTLINE OF 2ND FLR ABOVE ADD'L. JOIST (CANT'D) MIN. 4'-0" @ 24" O.C. TRUSSES @ 24" O.C. TRUSSES (2) 1-3/4" x 9-1/4 LVL DROPPED BEARING WALL ROOF TRUSSES TO BEAR ON EXT. WALL C E @ 24" O.C. ROOF TRUSSES D F BEARING WALL (2)2x8 HDRBEARING WALL 4 7.03 @ 24" O.C.ROOF TRUSSES B FACE OF BEAM 5'-8"(2)2x12 FULL LENGTHOF PORTAL FRAME(2)2x8 DROPPED (2) 1-3/4" x 14" LVL HDR CONT. FULL WIDTH OF PORTAL (SEE DETAILS 1 & 2/7.03) PORTAL FRAME MIN. 1'-4" MIN. 1'-4" (2)2x4 KINGS (1)2x4 JACK EA. SIDE (2)2x6 HDR(2)2x6 HDR(2)2x6 HDRMIN. 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 (3)2x4 (4)2x4 (2)2x4 (2)2x4 (3)2x4 3-1/2" x 5-1/4" PSL POST (2)2x4 BEAM POCKET (2)2x4 KINGS (1)2x4 JACK EA. SIDE (2)2x4 KINGS (1)2x4 JACK EA. SIDE (2)2x4 (3)2x4 (3)2x4 (2)2x4 (2)2x4 (2)2x4 (2)2x4 OPEN TO ABOVE LINE OF 2ND FLOOR ABV. TOP OF BEAM @ 9'-1" ABOVE FIRST 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 WALLBOTTOM OF BEAM @ 10'-1" A.F.F.(2)2x8 HDR CONT. (2)2x8 HDR CONT. (2)2x4(2)2x4 (2)2x4 (2)2x4 I (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 TRUSS24'-8 1/2" 17'-4" 15'-2 1/2" Sheet InformationCopyright © 2017, (2017) The Drees Company. All Rights Reserved. 211 GRANDVIEW DRIVE, FORT MITCHELL, KY 41017 PHONE: [859] 578-4200 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 MARKET HOME 14297 DUFTON COURT ALBANY PLACE ALB-0040-00 07/23/2018 MELISSA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "A" 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 RIM OR LEDGER BOARD W/ HANGERS 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 08/13/18 Mike Sheeks