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HomeMy WebLinkAboutALB24 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 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 WALL SHEATHING SPECIFICATIONS 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. 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 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 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.) 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 PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN THE PANEL FIELDOR 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. 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. 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. (2)2x12 (2)2x8 (2)2x6(2)2x6 (2)2x6 (2)2x6 (DROPPED) (2)2x6 (DROPPED) (2)2x6 (2)2x8 (DROPPED) (2)2x8 (DROPPED)TO FACE OF BEAM5'-10 1/4"(2)2x6(SEE NOTES) BLOCKED PANEL EDGES (2)2x6 (2)2x6(2)2x6 (2)2x6 (2)2x6 (2)2x6(2)2x6A (TYP.) B BEARING WALLBEARING WALL BEARING WALL (2)2x6 BEARING WALL 3-1/2" x 5-1/4" PSL POST 3-1/2" x 5-1/4" PSL POST END JOIST (2)2x6 (DROPPED)END JOIST(3)1-3/4"x20" LVL C (2)2x6 (2)2x6 @ 24" O.C.ROOF TRUSSES(2)2x6 STRUCTURAL GABLE END TRUSS(2)1-3/4"x11-1/4" LVL (DROPPED)A (2)1-3/4"x14" LVL (DROPPED) B @ 24" O.C.ROOF TRUSSES(4)2x4 (4)2x4 FRAMED WALL (SPF#2 OR BTR) 2x6 @ 12" O.C. BALLOON FRAMED WALL (SPF#2 OR BTR)2x6 @ 12" O.C. BALLOON(2)2x6 KINGS(2)2x6 KINGS (1)2x6 JACK + (3)2x6 KING + (2)2x6 JACK (1)2x6 JACK + (3)2x6 KING + (2)2x6 JACK ADD'L JOIST(UNDER WALL ABOVE)ADD'L JOISTADD'L JOIST(UNDER WALL ABOVE)(UNDER WALL ABOVE)(2)2x4 (2)2x4 (2)2x6 (DROPPED) (2)2x4 BM. POCKET (2)1-3/4"x16" LVL(3)2x4 JACKS & (3)2x4 KINGS (3)2x4 TO HDR BELOW (2)2x4 (2)2x4(2)2x12(3)2x4 3-1/2" x 5-1/4" PSL POST (16" MIN. PANEL LENGTH) PORTAL FRAME (SEE A/7.03)(2)2x4 WALL PER TYP. EXT. WALL SHTG. SPEC PROVIDE 7/16" OSB OR 15/32" PLYWOOD FASTENED TO STRUCTURAL GABLE END TRUSS GIRDER TRUSS @ 24" O.C. ROOF TRUSSES C 7.03 (2)2x4 (2)2x4 (DROPPED) C 7.03 @ 24" O.C.ROOF TRUSSES 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 © AMANKELDI 3558 MARSDALE COURT ALBANY PLACE ALB-0024-00 10/15/2020 MPH 2.01S Elevation "U" First Floor Structural Plan 859-578-4290 the BUCHANAN EWT 08/27/2010 SSP 2010 2019 Key Notes: A B C D E General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 4x4 PRESSURE TREATED POST W/ SIMPSON BCS2-2/4 POST CAP & ABW44Z POST BASE TOP OF BEAM AT 10'1" A.F.F. -- -- 3-1/2" x 7" PSL POST 11/25/20