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2 W <br />SCALE:NTS. <br />SPLICE LENGTH AND FASTENERS PER TABLE BELOW <br />W 4 <br />SCALE:NTS. <br />JOISTS PERPENDICULAR TO INTERIOR WALL <br />SCALE:NTS. <br />3 WSMALL OPNG. IN SHEAR WALL DETAIL <br />MOSEL NO.GA. <br />STRAP LAP SPLICE <br />MINIMUM FASTENERS PER SPLICE MIN SPLICE LENGTH, LSP (IN.) <br />CMST12 12 (22) 0.148 x 2 1/2 21 <br />CMST14 14 (15) 0.148 x 2 1/2 15 <br />CMSTC16 16 (11) 0.148 x 2 1/2 10 <br />CS14 14 (6) 0.148 x 2 1/2 9 <br />CS16 16 (5) 0.148 x 2 1/2 8 <br />CS20 20 (5) 0.148 x 2 1/2 8 <br />CSHP18 18 (7) 0.148 x 2 1/2 9 <br />CSHP20 20 (6) 0.148 x 2 1/2 8 <br />SPLICE LENGTH AND <br />FASTENERS PER TABLE <br />BELOW <br />LSP <br />NOTE: <br />1. SEE PP. 266-267 FOR STRAPS AND TIES GENERAL NOTES. <br />2. 0.148" X 2 1/2" NAILS CAN BE RAPIACED BY 0.148"X 3 1/4" NAILS.NO OTHER NAIL <br />SUBSTITUTION IS ALLOWED FOR LAP SPLICES <br />3. REFER TO THE APPLICABLE CODE FOR MIN. EDGE DISTANCE AND MIN. END DISTANCE. <br />4. NO STRAP MODIFICATION IS ALLOWED AND THE SPLICE MUST MEET BOTH THE MIN. <br />NUMBER OF NUMBER OF FASTENERS AND THE MIN. SPLICE LENGTH. <br />(2)2x T.PLATE <br />2x STUDS <br />JOIST <br />PER PLAN <br />JOIST <br />PER PLAN <br />A35 @16" <br />NAILING BETWEN JOISTS <br />(3)16d MIN. COMMON NAILS2x BLK'NG <br />6" MIN. <br />LAP <br />3-8d COMMON <br />TOENAIL EACH JOIST <br />SIMPSON A35 <br />NOTES: <br />1. PROVIDE PERFORATIONS IN SHEAR WALL PER THIS DETAIL ONLY WHERE NOTED ON <br />PLANS, OR OBTAIN ENGINEER'S APPROVAL. <br />2. AT SHEAR WALL W/ SHEATHING ON BOTH SIDES PROVIDE STRAPS EA. SIDE OF WALL. <br />(2) 2x BLK'G, TYP.SEE PLAN FOR <br />SHEARWALL <br />PROVIDE SHEATHING BOUNDARY <br />NAILING AROUND OPNG.ROUND OPNG. <br />WHERE OCCURS <br />CMSTC16 STRAP @ <br />TOP & BOT OF OPNG. <br />PERFORATION IN <br />SHEAR WALL <br />SEE NOTE 1 <br />10" <br />MAX.20" MIN. <br />10" <br />MA <br />X <br />. <br />FLOOR TO FLOOR CONNECTION BY MSTA & MSTC STRAP W <br />SCALE:NTS. <br />6 <br />MODEL NO. <br />CLEAR <br />SPAN <br />(IN.) <br />FASTENERS TOTAL (IN.)ALLOWABLE TENSION <br />LOAD (DF/SP) <br />MSTA49 18 (26) 0.148 x 2 1/2 2,020 <br />MSTC28 18 (12) 0.148 x 3 1/4 1,150 <br />MSTC40 18 (28) 0.148 x 3 1/4 2,690 <br />MSTC52 18 (44) 0.148 x 3 1/4 4,225 <br />MSTC66 18 (64) 0.148 x 3 1/4 5,850 <br />MSTC78 18 (76) 0.148 x 3 1/4 5,850 <br />MST37 18 (20) 0.162 x 2 1/2 2,460 <br />MST48 18 (32) 0.162 x 2 1/2 3,950 <br />MST60 18 (46) 0.162 x 2 1/2 6,235 <br />MST72 18 (62) 0.162 x 2 1/2 6,730 <br />CU <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />CL <br />E <br />A <br />R <br /> <br />S <br />P <br />A <br />N <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />FLOOR TO FLOOR TIE INSTALLATION SHOWING <br />SHEATHING NOT <br />SHOWN FOR CLARITY. <br />PROVIDE MIN. 1 1/6" END <br />DISTANCE FOR CS AND CMST <br />EQUAL NUMBER OF SPECIFIED <br />NAILS IN EA. END <br />ADDITIONAL NAILS ARE <br />REQUIRED IN THE RIM <br />BOARD AREA <br />RAFTERS PER PLAN <br />SIMPSON MSTA24 <br />@EA. RAFTER <br />LRUZ SIMPSON SLOPED <br />HANGER PER SCHEDULE <br />RIDGE BEAM TO RAFTER CONNE. <br />SCALE:NTS. <br />9 W <br />RIDGE BEAM <br />PER PLAN <br />SIMPSON LRUZSIMPSON MSTA <br />ROOF SHEATHING PER PLAN <br />FILLERB.N. <br /> (3)2x6 (3)2x4 <br />4x6 WITH (2)2x6 4x4 WITH (2)2x4 <br /> (2)2x6 <br />(2)2x4 <br />4x6 WITH 2x6 4x4 WITH 2x4 <br />F <br />SCALE:NTS. <br />1 BUILT UP POST <br />2 <br />1 2" <br />6" <br />6" <br />1 1 <br />2"1 1 <br />2" <br />USE ROW OF STAGGERED 10d COMMON <br />WIRE NAILS (D=0.148'' , L=3'') FOR 2-PLY <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />2 <br />1 2" <br />6" <br />6" <br />1 1 <br />2"1 1 <br />2" <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2"11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2"11 <br />2" <br />USE ROW OF STAGGERED 30d COMMON <br />WIRE NAILS (D=0.207'', L=4 1/2'') FOR 3-PLY <br /> (4)2x6 <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />11 <br />2" <br />USE ROW OF STAGGERED 60d COMMON <br />WIRE NAILS (D=0.238'' , L=6'') FOR 4-PLY <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2"11 <br />2" <br />(4)2x4 <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />312" <br />6" <br />6" <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />21 <br />2" <br />USE ROWS OF STAGGERED 30d COMMON WIRE NAILS <br />(D=0.207'' , L=4 1/2'') FOR 4X WITH (1)2X <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />312" <br />6" <br />6" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />312" <br />8" <br />8" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />USE ROW OF STAGGERED 60d COMMON <br />WIRE NAILS (D=0.238'' , L=6'') FOR 4X WITH (2)2X <br />312" <br />8" <br />8" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />BEAM SPLICE <br />SCALE:NTS. <br />8 W <br />DISCONTINUOUS TOP PLATE <br />w/(1) CMSTC16 36" <br /> EA. SIDE <br />BEAM PER PLAN <br />POST PER PLAN <br />CCQ POST CAP <br />CENTER OF SPLICE <br />"MSTC40" STRAP <br />SHEATHING PER PLAN <br />SIMPSON CCQ <br />D/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />D/ <br />3 <br /> <br />M <br />A <br />X <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />D/ <br />4 <br /> <br />M <br />A <br />X <br />. <br /> <br />A <br />T <br /> <br />E <br />N <br />D <br />S <br />SQUARE HOLES AND NOTCHED <br />NOT RECOMMENDED <br />D/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />MAX. LENGTH=D/3 <br />OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN: <br />NOTCHING NOT PERMITTED OUTER 1/3 OF SPAN <br />NOTES: <br />FOR LUMBER BEAM: <br /> 1. UNLESS PERMITTED BY MANUF. , CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, STRUCTURAL <br /> GLUE-LAMINATED MEMBERS,CROSS-LAMINATED TIMBER MEMBERS OR I JOISTS SHALL NOT BE PERMITTED. <br /> 2. CLEAR DISTANCE BTWN. THE HOLES SHALL NOT BE LESS THAN THE GREATEST OF TWO TIMES THE ADJACENT HOLES, D/3 AND 2". <br /> 3. ALL NOTCHES SHOULD BE SEALED W/ A WATER-REPELLENT SEALER, IMMEDIATELY AFTER CUTTING. <br /> 4. ROUND THE SQUARE CORNER OF THE NOTCH TO A MIN. 1/2" RADIUS. <br /> 5. THE TENSION SIDE OF MEMBERS W/ 4" OR GREATER IN NOMINAL THICK. SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE <br /> MEMBERS. <br />FOR ENGINEERED WOOD BEAM(LVL,PSL,LSL): <br /> 1. SEE MANUFACTURERS' CATALOGUES/ SPECIFICATIONS. <br />D <br />JOIST DEPTH <br />AT TAPER CUT <br />D/ <br />4 <br /> <br />M <br />A <br />X <br />. <br />D <br />NOT LESS <br />THAN 3 1/2" <br />CANTILEVER NOT <br />TO EXCEED 24" <br />2" <br /> <br />M <br />I <br />N <br />. <br />2" MIN.Ø≤D/3 <br />2" <br /> <br />M <br />I <br />N <br />JOIST SIZE MAX. HOLE MAXIMUM NOTCH <br />DEPTH <br />MAXIMUM END <br />NOTCH <br />2x4 NONE NONE NONE <br />2x6 1 1/2 7/8 1 3/8 <br />2x8 2 3/8 1 1/4 1 7/8 <br />2x10 3 1 1/2 2 3/8 <br />2x12 3 3/4 1 7/8 2 7/8 <br />CUTTING, NOTCHING AND BORING IN LUMBER BEAMS AND <br />RAFTERS <br />W <br />SCALE:NTS. <br />D/4 <br /> <br />M <br />A <br />X <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />D <br />5 <br />COMPRESSION <br />SIDE <br />NOTE: <br />FOR BEAM DEPTH OF 3-1/2, 5-1/2, AND 7-1/4", THE MAXIMUM HOLE DIAMETER IS 3/4, 1-1/8, AND 1-1/2", RESPECTIVELY. FOR <br />DEEPER BEAMS, THE MAXIMUM HOLE DIAMETER IS 2". THE MAXIMUM NUMBER OF HOLES FOR EACH SPAN IS LIMITED TO 3. <br />HOLES SHOULD NOT BE CUT IN CANTILEVERS. <br />(A) SQUARE END BRG. <br />COMPRESSION <br />SIDE <br />(B) SLOPE END BRG.(C) SLOPED END CUT FOR <br />ROOF DRAINAGE <br />MAX. 1/3 <br />OF THE SPAN <br />(D) COMPRESSION SIDE NOTCH <br />0.4D MAX. <br />De> 0.6D <br />MAX. 1/3 <br />OF THE SPAN <br /><0.5D <br />D <br />(E) TENSION SIDE NOTCH <br />0.1D MAX. <br />De> 0.9D <br />D <br />MICROLLAM LVL AND <br />PARALLAM PSL HOLE ZONE <br />PERMISSABLE HOR. ROUND HOLE LOCATIONS FOR <br />LVL BEAMS UNDER UNIFORM LOADS <br />D D <br /><0.5D <br />D D <br />De> 0.6D <br />1/3E TIMBER STRAND LSL <br />ALLOWED HOLE ZONE <br />MIN. HOR. SPACING= <br />2x DIA. OF THE <br />LARGEST HOLE <br />CUTTING, NOTCHING AND BORING IN ENGINEERED WOOD BEAMS <br />(LVL, PSL, LSL)7 W <br />SCALE:NTS. <br />D/ <br />3 <br />D/ <br />3 <br />D/ <br />3 <br />D D <br />1/3 TIMBER STRAND <br />LSL HOLE ZONE <br />MICROLLAM LVL AND <br />PARALLAM PSL <br />ALLOED HOLE ZONE <br />(MIDDLE 1/3 SPAN) <br />PROJECT <br />CLIENT <br />0'2'4'8'16' <br />SHEET TITLE <br />922 W PARK LN, <br />SANTA ANA, CA 92706 <br />KAWEHI HOLOMALIA, <br />KEKANI112299@YAHOO.COM <br />FOR FIELD VERIFICATION AND <br />CITY PERMIT ONLY <br />SAZAN INC. <br />77 Waldorf, Irvine, CA 92612 <br />S1.23 <br />TYPICAL WOOD DETAILS <br />07/07/2025 <br />EXP. 06-30-2026