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TYPICAL TRUSS BLOCKING ELEVATION OPTIONS SCALE: 3/4" = 1'-0"4 MIN 4'-0" SPLICE OVER STUDS 6" 6" 6" MIN "L/3""L/3" NO NOTCHES PERMITED D/6D/3 D/3 D/6D/4D/4"D""D""2xD""D/3"2" MIN 2" MIN 2x LARGEST HOLE DIAMETER NO MORE THAN 2 CONSECUTIVE HOLES "L" 3/4" MAX UPPER PLATE SPLICE MIN (16) 16d NAILS EACH SIDE OF SPLICE 16d @ 16" OC BALANCE LOWER PLATE SPLICE SIMPSON "ST6236" STRAP CENTER ON BEAM AT CUT DOUBLE TOP PLATE BEAM (2) 16d NAILS, EACH STUD TYP, T&B TYP STUD JAMB/CRIPPLE STUDS REF SCHEDULE KING STUD REF SCHEDULE FASTEN EACH STUD TO ADJACENT W/ (2) ROWS 16d NAILS @ 16" OC (3) 16d NAILS, UNO 'SIMPSON' A35 WHERE HEADER SPAN EXCEEDS 6'-0" DOUBLE TOP PLATE 2x PLATE T&B: PROVIDE 1/2" PLYWD FILLER AT BUILT-UP 2x HEADERS STRUCT'L HEADER DOUBLE SILL PLATE @ OPNGS > 4'-0" TRIPLE SILL PLATE @ OPNGS > 9'-0" DOOR/WINDOW OPENING SEE ARCH'L CRIPPLE STUDS ABOVE AND BELOW OPENING WD COLUMN - PLAN VIEW STEEL COLUMN - PLAN VIEW 1/2"MAX CLR FLOOR OR ROOF JOIST - CENTER AND END CUTS NOTES: 1.ALLOWABLE CUTS, NOTCHES AND DRILLINGS ARE FOR 2x MEMBERS USED IN RESIDENTIAL CONSTRUCTION IDENTIFIED IN SECTION R502.8 OF THE IRC. 2.FOR NOTCHES, DRILL HOLE IN CORNER AND CUT TO HOLE. TAKE CARE NOT TO OVER CUT. 3. REFERENCE IRC SECTION R502.8 FOR ADDITIONAL REQUIREMENTS 4. NOTCHING OF BEAMS ARE NOT ALLOWED UNLESS SPECIFICALLY REVIEWED BY THE ENGINEER OR PER EWP MANUFACTURER. FLOOR OR ROOF JOIST - ALLOWABLE HOLE PROVIDE VENETED BLOCKING AS REQUIRED. REF ARCH'L 1'-4"4"4"4"101/2"4"101/2"4"4"10" TYPICAL DOUBLE TOP PLATE SPLICE SCALE: 3/4" = 1'-0"1 TYPICAL OPENING IN STUD WALL FRAMING SCALE: 3/4" = 1'-0"2 SEE PLAN & DETAILS FOR BRG. & FULL HEIGHT STUDS SEE PLAN REF ARCH'L REF ARCH'L KING STUD SCHEDULE, U.N.O. LESS THAN 4'-0"(1) 4'-0" TO 6'-0" (1) 6'-0" TO 8'-0" (2) 8'-0" TO 10'-0" (2) (2) (2) (3) STUD HEIGHT R.O. WIDTH 8'-0"10'-0" (1) *USE SCHEDULE UNLESS NOTED OTHERWISE ANCHOR BOLTS SEE WALL SECTION WD COLUMN IN WALL SEE PLAN SIMPSON A35 EA SIDE TOP & BOTT, UNO STUD WALL STUD EA SIDE OF STL COL W/ 1/2"ø THREADED STUDS @ 24" OCSTEEL COL EN AT SW WOOD OR STEEL COLUMN IN STUD WALL SCALE: 3/4" = 1'-0"5 DBL TOP PL WOOD COL SEE PLAN (3) 2x6 MIN SIMPSON ACE6-MAX EA SIDE DBL TOP PL SIMPSON ST6224 WD BEAM SIMPSON ACE6-MIN EA SIDE WOOD COL (3) 2x6 MIN SIMPSON PCZ SIMPSON EPCZ WD BEAMWD BEAM TRUSS BLOCKING REF SECTION (4) 16d TOENAILS & SIMPSON A35 AT EVERY OTHER BLKG PANEL DBL TOP PL TRUSS, TYP PRE-MFR TRUSS BLKG PANELS TYP EDGE NAILING TYPICAL NOTCH AND HOLE GUIDE IN FLOOR OR ROOF JOIST SCALE: 3/4" = 1'-0"7 REF SECTION (4) 16d TOENAILS & SIMPSON A35 AT EVERY OTHER BLKG PANEL DBL TOP PL 2x OR BCI RAFTER 2x OR BCI BLOCKING EDGE NAILING SOLID BLOCKING REF ARCH'LREF ARCH'LTYPICAL FRAMING DETAILS SCALE: 3/4" = 1'-0"6 2x6 5.5 2x8 7.25 2x10 9.25 2x12 11.25 23/8" 3" 33/4" 113/16" 25/16" 213/16" CUT, NOTCH, DRILL SIZE MEMBER D D/3 D/4 15/16" 1 3/8" D/6 13/16" 11/2" 17/8" 7/8" NO HOLES IN THIS ZONE NO HOLES IN THIS ZONE REINFORCING SCREW TYPICAL GL BEAM TO COLUMN DETAIL SCALE: 3/4" = 1'-0"8 TIMBER COL SIDE PLATE LET IN TO COLUMN -or- SHIM OUT FACE OF BEAM GL BEAM TIMBER COL 1/4" SIDE PLATES W/3/4"∅ THRU-BOLTS AS SHOWN GL BEAM (4) SDWS22412 SCREWS EACH SIDE COLUMN IN WALL REF PLAN WD BEAM REF PLAN WD BEAM REF PLAN COLUMN IN WALL REF PLAN SDWS22412 SCREWS, STAGGER EACH SIDE KING STUD EACH SIDE TYPICAL WOOD BEAM POCKET IN STUD WALL SCALE: 3/4" = 1'-0"10 TIMBER COL 1/4" SIDE PLATES W/3/4"∅THRU BOLTS AS SHOWN GL BEAM INTERMEDIATE END COLUMN ABOVE SIM. INVERTED "T" PLATE OR COMBINED PLATE WITH LOWER INVERTED "L" PLATE OR COMBINED PLATE WITH LOWER COLUMN ABOVE SIM. NOTCHING AND HOLE LIMITATIONS FOR EXTERIOR WALLS SCALE: 3/4" = 1'-0"3 NON-BEARING WALL SUPPORT TO WOOD ROOF OR FLOOR FRAMING SCALE: 3/4" = 1'-0"9 3/4"GAP NON-BRG WALL SHTG 2x6 BLOCKING (3) 16d END NAILS NON-BRG WALL 'SIMPSON' DTC CLIP @ 48" OC PERPENDICULAR TO WALL PARALLEL TO WALL NOTE: TRUSS SHOWN I-JOIST SIM WOOD TRUSS RAFTER OR FLOOR JOIST SIM · · · 5/8" MIN. TO EDGE 40%d MAX.HH/3H/3H/3d d/3 d/4 HOLE & NOTCH SIZE SCHEDULE MEMBER (d) d/3 2x4 1 1/8" 2x6 1 3/4" 2x8 2 5/8" d/4 7/8" 1 3/8" 1 3/4" d/6 5/8" 7/8" 1 1/8" DBL. STUD IF HOLE IS BTWN. 40% & 60% OF d. NO MORE THAN 2 SUCCESSIVE STUDS REFERENCE IRC SECTION 602 FOR LIMITATIONS AND ADDITIONAL REQUIREMENTS FOR NON-BRG. STUD WALLS HOLES OR NOTCHES ARE NOT ALLOWED IN BEAMS, HEADERS, RAFTERS OR JOISTS UNLESS APPROVED BY THE ENGINEER.NO HOLESOR NOTCHESALLOWEDWALL STUD DOUBLE TOP PLATE 1 1/2" WIDE x 16 GA. STRAP ACROSS TOP PLATES (10) 10d NAILS EA. SIDE DO NOT LOCATE HOLE @ NOTCH LOCATION DBL. TOP PLATE 8 MIN. www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2018 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal TOWNHOME APARTMENTS7/14/2021 9:32:04 AMS1.4 21-01-135 BP TLTYPICAL DETAILSTRADITIONS SUBDIVISION7/6/2021 Revision Schedule No. Revision Date 7/15/2021 STRUCTURAL ONLY