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HomeMy WebLinkAbout906 Auman Dr S100.1 First Floor Structual Plan* LATERAL BRACING & SHEAR WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 115 MPH WIND IN 2020 InRC MAP (115 MPH WIND SPEED IN ASCE 7-16 WIND 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 BY R301.1.3 OF THE 2020 InRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2020 InRC 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. 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 ST N D . - O CT . 2 01 5 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 7/16" 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 ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. 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. AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ 2-3/8"x0.113" NAILS @ 3" o.c. AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUD) 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. INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL AND/OR 3" O.C. EDGE NAILING INDICATES POST ABOVE (P.A.) PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. UP DN DN BEARING WALL @ 24" O.C. ROOF TRUSSES @ 24" O.C.MONO R.T.@ 24" O.C.MONO R.T.@ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES HIP GIRDER TRUSS HIP GIRDER TRUSS (2) 2X6 (2) 2X6(2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6(2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6(2) 2X8 (2) 2X6 (2) 2X6 (2) 1-3/4"x11-7/8" LVL DROPPED(SEE DETAIL 1/7.03)PORTAL FRAME(2) 2X6 (2) 2X6(2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6(2) 2X12 DROPPED(2) 2X12 DROPPED 2X6 SPF STUD @ 16" O.C. BF WALL 2X6 SPF STUD @ 16" O.C.4X4 P.T. POST W/SIMPSON CAP AND ABA44Z BASE (TYP OF 3) (2) 1-3/4"X16" LVL FLUSH BOTTOM SIMPSON HUCQG12-S0S HANGER (3) 1-3/4"X14" LVL FLUSH3-1/2"X7" LVL POST @ 24" O.C. ROOF TRUSSES (2) 2X6 KING & (1) 2X6 JACK EA. SIDE (2) 2X6 KING & (1) 2X6 JACK EA. SIDE(3) 1-3/4"X14" LVL FLUSH(5) 2X4 (3) 2X414" TJI 210 @ 19.2" O.C.14" TJI 210 @ 19.2" O.C.MONO GTMONO GT(2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X4 BEAM POCKET(2) 2X4 14" TJI 210 @ 19.2" O.C.@ 24" O.C.ROOR TRUSSES(2) 1-3/4"X18" LVL FLUSH BOTTOM (2) 1-3/4"X14" LVL FLUSH @ 24" O.C.ROOF TRUSSES@ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES END JOIST END JOIST 210 @ 19.2" O.C.14" TJISIMPSON HUCQ412-S0S HANGER (2) 2X4 (2) 2X4 (5) 2X4 (2) 2X4 (3) 2X4 (4) 2X4 (2) 2X4 (3) 1-3/4"X14" LVL FLUSH (2-SPAN CONT.)3-1/2"X7" LVL POST (1) 1-3/4"X14" LVL FLUSH@ 24" O.C. R.T.(2) 1-3/4"X14" LVL CONT. FULL WIDTH OF PORTAL FRAME(2) 1-3/4"X14" LVL FLUSH (2) 1-3/4"X14" LVL FLUSH (2) 1-3/4"X16" LVL (2) 2X4 DOWN TO HEADER SLOPED END CUT (MIN HEEL HEIGHT=4") TYP OF 2 SIMPSON HHUS810 HANGER (3) 2X4 (2) 2X4 (5) 2X4 (2) 2X4 (2) 2X4 (6) 2X4 (2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X6(2) 2X6 (2) 2X6 (2) 2X4 KING & (1) 2X4 JACK EA. SIDE (2) 2X4 KING & (1) 2X4 JACK EA. SIDE 4X4 P.T. POST W/SIMPSON CAP AND ABA44Z BASE (2) 1-3/4"x11-7/8" LVL DROPPED BUILDER RESPONSIBLE FOR WEATHER PROTECTION OF LVL (2) 1-3/4"x11-7/8" LVL DROPPED RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" 7300 FM 2222 BUILDING 2, SUITE 250, AUSTIN, TX 78730-3233 PHONE: [512] 241-7100 MARKET 906 AUMAN DRIVE E. INDIANAPOLIS GALLERY HOMES IGA-0498-00 07/13/2020 MELISSA P. SERIES_NM PLAN_NM 2.01S Elevation "A" First Floor Structural Plan 859-578-4290 the RICHLAND REISSUED: 07/21/2020 10/08/20