Loading...
HomeMy WebLinkAboutALB29 S100.1 First 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 PLATE w/ 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 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 STND. - OCT. 2015 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.TO FACE OF BEAM10'-10 1/4"(2)2x8 (2)2x6 (2)2x6 (2)2x6 (2)2x6(2)2x6 (2)2x6(2)2x6 (SEE NOTES) 3" O.C. EDGE NAILING (3)1-3/4"x18" LVL (2)1-3/4"x11-7/8" LVL(FLUSH TOP)(FLUSH)(6)2x4 (2)2x6(2)2x4 BM. POCKET (4)2x4 EXTEND BEAM TO EXT. WALL BEARING WALL BEARING WALLBEARING WALL(2)2x4 BALLOON FRAME WALL 2x6 SPF #2 @ 16" O.C.BALLOON FRAME WALL2x6 SPF #2 @ 16" O.C.C 7.03 (4)2x4(2)1-3/4"x16" LVL(DROPPED)(2)2x6DBL END JOISTS END JOISTS(2)2x4 (4)2x4 (2)2x6 (2)2x6 (2)2x8(2)2x8@ 24" O.C. ROOF TRUSSES (2)2x4 KING (2)2x4 KING (4)2x4 (2)2x6 (2)2x6 (2)2x4 (2)2x4(2)1-3/4"x11-7/8" LVLBEARING WALL BEARING WALLBEARING WALLBEARING WALL BEARING WALL(3)2x6(2)2x6 (FLUSH)(2)2x12 @ 24" O.C.ROOF TRUSSES(2)2x4 (2)2x4(2)2x10(DROPPED) (2)1-3/4"x11-7/8" LVL (FLUSH) D 7.03 E 7.03 (6)2x4 (3)2x4 (3)1-3/4"x18" LVL (DROPPED) F 7.03 (2)1-3/4"x16" LVL (2)2x4 (2)2x4 (2)1-3/4"x16" LVL (SEE A/7.03)PORTAL FRAME(2)2x6 (2)2x6 @ 24" O.C. ROOF TRUSSES A 7.02 (2)2x4 ADD'L JOIST ADD'L JOIST ADD'L JOIST (UNDER WALL ABOVE) (UNDER WALL ABOVE) (UNDER WALL ABOVE) A A @ 24" O.C. 2x R.R. & C.J. (2)2x4 KINGS (2)2x4 KINGS (2)2x4 JACKS & (4)2x4 KINGS (2)2x4 JACKS & (4)2x4 KINGS STRUCTURAL GABLE END TRUSS A ADD'L JOIST (UNDER WALL ABOVE)(2)2x6(2)2x6 POST HDR TO BEAM (2)2x6RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2019, (2019) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 MARKET 3564 PERCIVAL DRIVE ALBANY PLACE ALB-0029-00 7/7/2020 M. HYATT SERIES_NM PLAN_NM 2.01S Elevation "B" First Floor Structural Plan 859.578.4290 the LAYTON LJR Key Notes: A B C D E General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 4x4 P.T. POST W/ SIMPSON BCS2-2/4 CAP & ABA44Z BASE ELEVATION "A": FASTEN 2x8 P.T. LEDGER TO STUDS W/ (2)1/4"x3-1/2" SDS SCREWS @ 16" O.C. ELEVATION "B": PROVIDE 4x4x5/16 STL. ANGLE FASTENEDED TO LVL W/ 5/8"x3" LONG LAG SCREWS @ 16" O.C. (1)2x4 JACKS, (2)2x4 KINGS, (1)2x4 JACK REISSUED: 07/29/2020 09/10/20