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HomeMy WebLinkAbout10478 Roxley Bend- S002.1 Second Floor Structual PlanSOLE 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 PLATEw/ 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 WALLSHEATHING SPECIFICATIONSTHIS MODEL HAS BEEN DESIGNED TO RESISTLATERAL FORCES RESULTING FROM:115 MPH WIND IN 2018 IRC MAP(115 MPH WIND SPEED IN ASCE 7-16WIND 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 BYR301.1.3 OF THE 2018 IRC, OR THE SIMPLIFIEDPRESCRIPTIVE PROCEDURE IN ACCORDANCEWITH THE 2018 IRC IF THE PARAMETERS OFSECTION R602.12 COMPLY. ACCORDINGLY, THISMODEL, AS DOCUMENTED AND DETAILEDHEREWITHIN, IS ADEQUATE TO RESIST THE CODEREQUIRED LATERAL FORCES.SEE CONNECTION SPECIFICATIONS CHART FORSTANDARD SHEAR TRANSFER DETAILING. IFADDITIONAL CAPACITY IS REQUIRED BY DESIGN, ITWILL BE SPECIFICALLY NOTED ON PLAN.ALL STRUCTURAL PANELS ARE TO BE DIRECTLYAPPLIED TO STUD FRAMING.NOTESM&K STND. - OCT. 2015PRE-MANUFACTURED PANELIZED WALLS:FASTEN TOGETHER END STUDS OF WALL PANELSSHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS@ 4" O.C. (THRU ONE SIDE ONLY)3" O.C. EDGE NAILING7/16" 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 ORIENTEDVERTICALLY (LONG DIRECTION PARALLEL TO STUDS)AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR -2x HORIZONTAL BLOCKING SHALL BE PROVIDED TOSUPPORT ALL UNSUPPORTED PANEL EDGES & EDGEFASTENING.EXT. WALL SHEATHING SPECIFICATIONALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHEDAND ARE CONSIDERED SHEAR WALLS.ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GASTAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6"O.C IN FIELD.AT DESIGNATED AREAS - FASTEN PANEL EDGES OFWOOD STRUCTURAL WALL SHEATHING TO FRAMINGw/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THEPANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE ATTHIS SPEC. ALL SHEATHING PANELS SHALL BEORIENTED VERTICALLY (LONG DIRECTION PARALLELTO STUD) AND INSTALLED FULL HEIGHT OF SHEARWALL - OR - 2x HORIZONTAL BLOCKING SHALL BEPROVIDED TO SUPPORT UNSUPPORTED PANELEDGES AND 3" O.C. EDGE FASTENING.DESIGN ASSUMES 16" O.C MAX. STUD SPACING,U.N.O.INDICATES HOLDOWNINDICATES EXTENT OF INT. OSBSHEARWALL, BLOCKED PANEL EDGES,AND/OR 3" O.C. EDGE NAILINGINDICATES POST ABOVE (P.A.) PROVIDESOLID BLOCKING UNDER POST OR JAMBABOVE.DNDN HIP GIRDER TRUSSHIP GIRDER TRUSS(2)2X6 (2)2X6(2)2X6 (2)2X6 (2)2X10 (2)2X6 (2)2X6 (2)2X6 (2)2X6 (2)2X6(2)2X6(2)2X6(2)2X10 (2)2X6(2)2X6 FRAMED WALL (SPF #2 OR BTR) 2X6 @ 16" O.C. BALLOON (1)2x6 J + (2)2x6 K (2)2x6 J + (2)2x6 K (1)2x6 J + (2)2x6 K(2)2x6 J + (2)2x6 K (2)2x4 @24" O.C. ROOF TRUSSES (2)2x4 CONT. EXT. WALL STHG DOWN TO 2ND FLOOR BOT. PL.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.(2)2x4 (2)2x4 @24" O.C. ROOF TRUSSS STRUCTURAL GABLE END ROOF TRUSS (SPF #2 OR BTR) (TYP @ 4 SIDES) 2x6 @ 16" O.C. BALLOON FRAMED WALL BF WALLBF WALL(2)2x6 (2)2x6 BF WALL 3-PLY MIN. ROOF G.T. TRUSS TO BE DESIGNED FOR L/600 & 0.3" MAX TOTAL LOAD DEFLECTION FOR BRICK SUPPORT (3)2x4 (4)2x4 @ 24" O.C.ROOF TRUSSES@24" O.C. R.T.ROOF TRUSSES @ 24" O.C.RESIDENCE 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 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 2.02S Elevation "R" Second Floor Structural Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: A B C D E -- -- -- -- -- REISSUED: 05/13/2020 06/29/20 Adam Schriner