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HomeMy WebLinkAboutS200.0 SECOND FLOOR STRUCTURALBONUS ROOM 3" O.C. EDGE NAILINGSEE NOTES SHEET 2.01SGIRDER TRUSS(2) 2x4 (2) 2x6 (FLUSH)ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. 2x8 RAFTERS @ 16" O.C. GIRDER TRUSS GIRDER TRUSS(2) 2x6(2) 2x6 (2) 2x6 (2) 2x4 KINGS (1) 2x4 JACK EACH SIDE General Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) Key Notes 5 3 4 2 1 -- --12 10 11 9 8 -- -- ---- -- -- -- -- 6 --13-- 7 --14-- THISMODEL BEENDESIGNED RESISTLATERAL FORCESRESULTINGFROM: MPH WIND MAP (115 MPHWINDSPEED ASCE7-10 WINDMAP,IRCR301.2.1.1) EXP.RISK 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 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 IS NOT 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. BLOCKEDPANELEDGESBLOCKED 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. CONNECTION SPECIFICATIONS (TYP. U.N.O.) JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A TOP OR SOLE PLATE TO STUD (3)10d NAILS 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 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. 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 R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. 2.02S CLAYBROOK 811 OSWEGO NEWARK IGM-0075-00 01/15/18 MELISSA H. 859.578.4290 Drawn By: GMD RESIDENCE FOR: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Elevation "A"Sheet InformationCopyright © 2016 (2017) The Drees Company. All Rights Reserved. the HIGHLAND 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 House Name: Drawing Scale: 1/8" = 1'-0" Second Floor Structural Plan (2) 2x6 GIRDER TRUSS (2) 2x4 (2) 2x4 ROOF TRUSSES @ 24" O.C. 05/08/18 William Hohlt