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1011 W Second St - Plan
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Last modified
7/31/2025 2:15:26 PM
Creation date
6/5/2025 7:35:36 AM
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Plan
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101120893
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1011 W Second St
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W <br />SCALE: NTS.1 <br />DETAIL A <br />PLAN <br />NOTE: <br />ALL BLOCKED AND UNBLOCKED DIAPHRAGMS (ROOF AND FLOOR) SHALL BE CONSTRUCTED AS FOLLOWS: <br />1. REVIEW THE PLAN NOTES AND DRAWINGS FOR ADDITIONAL REQUIREMENTS OF FLOOR AND ROOF <br />CONSTRUCTIONS. <br />2. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE IN DOC PS 1 OR DOC PS2. <br />3. WHERE DIAPHRAGMS ARE DESIGNATED AS BLOCKED, ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE <br />FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLK'G. THE SIZE AND SPACING OF FASTENERS AT <br />WOOD-FRAME DIAPHRAGM BOUNDARIES AND PANEL EDGES SHALL BE AS SPECIFIED ON THESE DWGS. <br />4. PANELS SHALL NOT BE LESS THAN 4' X 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MIN. PANEL <br />DIMENSION SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO <br />FRAMING MEMBERS OR BLK'G. INDIVIDUAL SHEET OF SHEATHING SHALL NOT BE LESS THAN 2'-0" IN THEIR LEAST <br />PLAN DIMENSION NOR LESS THAN 8 SQ.FT. IN AREA. <br />5. PANEL EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED W/ BLK'G. <br />6. FOR UNBLOCKED DIAPHRAGMS, THE BLK'G BTWN. SUPPORTING STRUCTURAL MEMBERS AT PANEL EDGES IS NOT <br />REQD. <br />7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS.MAX. NAIL SPACING AT PANEL EDGES <br />SHALL BE 6" ON CENTER. <br />8. NAILS ALONG INTERMEDIATE FRAMING MEMBERS AND BLK'G FOR PANELS SHALL BE THE SAME SIZE AS INSTALLED <br />AT THE PANEL EDGES. <br />9. MAX. NAIL SPACING SHALL BE 6" ON CENTER WHEN SUPPORT SPACING OF 48" ON CENTER IS SPECIFIED AND 12" <br />ON CENTER FOR CLOSER SUPPORT SPACINGS. <br />10. THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS AND BLK'G SHALL BE 2" NOMINAL OR GREATER AT <br />ADJOINING <br />PANEL EDGES EXCEPT THAT A 3" NOMINAL OR GREATER WIDTH AT ADJOINING PANEL EDGES AND STAGGERED <br />NAILING AT ALL PANEL EDGES ARE REQD. WHERE: <br />10.1. 10.1. NAIL SPACING OF 2-1/2" ON CENTER OR LESS AT ADJOINING PANEL EDGES IS SPECIFIED, OR <br />10.2. 10D COMMON NAILS HAVING PENETRATION IN-TO FRAMING MEMBERS AND BLK'G OF MORE THAN 1-1/2" ARE <br />SPECIFIED AT 3" ON CENTER OR LESS AT ADJOINING PANEL EDGES. <br />11. SPECIFIED STRAPS OR HOLDOWN SYSTEM SHALL BE USED TO SPLICE THE WALL TOP PLATES, SILL/BOT PLATES, <br />BEAMS OR OTHER DRAG ELEMENTS. SHEATHING SHALL NOT BE USED TO SPLICE THE PLATES OR BEAMS. <br />12. TONGUE-AND-GROOVE SHEATHING SHALL BE INSTALLED W/ THE TONGUES UP ON SLOPED OR PITCHED ROOFS W/ <br />PATTERN FACES DOWN. <br />13. WHERE RAFTER OR JOIST. LAP SPLICE OCCURS AND PLYWOOD JOINT IS CONTINUES,SEE DETAIL B. <br />BRIDGING/BLK'G IS REQD. AT 96" O.C.MAX. SEE DETAILS C AND D. <br />14. SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SUCH THAT THEIR HEAD OR <br />CROWN IS FLUSH W/ THE SURFACE OF THE SHEATHING OVER-DRIVEN NAILS SHALL NOT BE PERMITTED AND SHALL <br />BE DEEMED UNSATISFACTORY. <br />15. AT UNBLOCKED DIAPHRAGMS, NAIL SPACING AT DIAPHRAGM BOUNDARIES AND SUPPORTED PANEL EDGES SHALL <br />NOT BE MORE THAN 6” O.C.AND FIELD NAILING SHALL NOT BE SPACED MORE THAN 12”O.C. <br />16. AT BLOCKED DIAPHRAGMS,NAIL SPACING AT DIAPHRAGM BOUNDARIES AND AT ALL CONTINUES PANEL EDGES <br />SHALL NOT BE MORE THAN 6 IN. NAIL SPACING AT ALL OTHER PANEL EDGES SHALL NOT BE MORE THAN 6 IN. CONT. <br />PANEL JOINT IN BOTH DIRECTIONS SHALL NOT BE PERMITTED. FIELD NAILING SHALL NOT BE SPACED MORE THAN <br />12” O.C. <br />NOTE: <br />THE LOWER ENDS OF CROSS BRIDGING <br />SHALL BE DRIVEN UP AND NAILED AFTER <br />THE SHEATHING HAS BEEN NAILED. <br />JST. PER PLAN <br />FIELD NAILING <br />B.N. AT ALL CONT. PANEL EDGES <br />PROVIDE 2x BLK'G PER <br />DETAIL A AT BLOCKED <br />DIAPHRAGM <br />DISCONT. EDGE NAILINGB.N. <br />SHEATHING SEE PLAN <br />STAGG <br />E <br />R <br />END J <br />O <br />I <br />N <br />T <br />S <br />4'-0" T <br />Y <br />P <br />. <br />2'-0" M <br />I <br />N <br />. <br />METAL CROSS BRIDGING <br />PER TJI MANUFACTUREREDGE NAILING <br />TJI PER PLAN <br />2x4 CONT. W/ 16d@12" O.C. <br />RAFTER OR JOIST. <br />BEYOND AT LAP SPLICE <br />EDGE NAILING <br />SHEATHING JOINT <br />SHEATHING JOINTEDGE NAILING <br />2x4 FLAT BLK'G <br />W/ (2)10d TOENAILS EA. END RAFTER OR JOIST PER PLAN2x BRIDGING <br />(FULL HEIGHT) <br />1 1/2" <br />EDGE NAILING <br />5/16" MAX. <br />2 1/2" <br />EDGE NAILING <br />13/16" MAX. <br />3" <br />EDGE NAILING <br />1-1/16" MAX.TWO 2x-FRAMING3x-FRAMING2x-FRAMING <br />1/8" GAP TYP. <br />3/8" MIN. TYP. <br /> FLOOR OR ROOF DIAPHRAGM SHEATING REQUIREMENTS <br />DETAIL B DETAIL C DETAIL D <br />1/8" GAP TYP. <br />3/8" MIN. TYP. <br />1/8" GAP TYP. <br />3/8" MIN. TYP. <br />DETAIL E <br />SCALE: NTS. <br />W2 <br />W'≥MAX. <br />(WIDTH, <br />HEIGHT, 12'') <br />NOTES: <br />OPENINGS IN HOR. DIAPHRAGMS IN SEISMIC DESIGN CATEGORIES B, C, D AND E W/ A <br />DIMENSION THAT IS GREATER THAN 4 FT (1219 MM) SHALL BE CONSTRUCTED W/ METAL TIES <br />AND BLK'G IN ACCORDANCE W/ THIS SECTION. <br />METAL TIES SHALL BE NOT LESS THAN 0.058" [1.47 MM (16 GALV. GAGE)] IN THICK. BY 1 1/2" <br />(38 MM) IN WIDTH AND SHALL HAVE A YIELD STRESS NOT LESS THAN 33,000 PSI (227 MPA). <br />BLK'G SHALL EXTEND NOT LESS THAN THE DIMENSION OF THE OPNG. IN THE DIRECTION OF <br />THE TIE AND BLK'G. TIES SHALL BE ATTACHED TO BLK'G IN ACCORDANCE W/ THE <br />MANUFACTURER'S INSTRUCTIONS BUT W/ NOT LESS THAN EIGHT 16d COMMON NAILS ON EA. <br />SIDE OF THE HEADER-JOIST INTERSECTION. <br />FLOOR OPENING <br />w, 48" MAX. <br />24 <br />" <br /> <br />M <br />A <br />X <br />. <br />TIE AND BLK'G EQ. TO THE <br />DIMENSION OF OPNG. <br />OPNG. IN ROOF OR FLOOR <br />4x BLK'G AT STRAP <br />LOCATION (TYP.) <br />JOISTS OR RAFTERS <br />TIE AND BLK'G EQ. TO THE <br />DIMENSION OF OPNG. <br />HANGER PER PLAN <br />CONT. STRAP W/ BLK'G <br />MIN. W/2 BEYOND <br />OPNG. <br />DOUBLE CONT. ROOF <br />RAFTER W/ E.N.W' <br />W' <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. PLEASE 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 />W3SCALE: 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 W <br />SCALE: NTS. <br />BUILT UP POST <br />134"134" <br />312" <br />112" <br />112" <br />6" <br />6" <br />212" <br />W <br />SCALE: NTS.4 BEAM TO POST CONNECTION DETAIL <br />INT. CONDITIONEND CONDITION <br />SPLICE WHERE <br />OCCURS AT <br />C.L. OF POST <br />SIMPSON MSTC40 STRAP <br />WHERE OCCURS <br />BEAM PER PLAN <br />SIMPSON ECCQ <br />POST CAP SIMPSON CCQ POST CAP <br />SIMPSON ECCQ <br />POST CAP <br />SIMPSON CCQ <br />POST CAP <br />COLUMN PER PLAN <br />W <br />SCALE: NTS.6 <br />W <br />SCALE: NTS.7 <br />W <br />SCALE: NTS.8 <br />RIDGE BEAM TO RAFTER CONNECTION <br />RIDGE BEAM <br />PER PLAN <br />ROOF RAFTERS PER PLAN <br />SIMPSON MSTA24 <br />@48" O.C. <br />LRUZ SIMPSON <br />SLOPED HANGER <br />PER PLAN <br />ROOF SHT'G PER PLAN <br />FILLER <br />SIMPSON LRUZSIMPSON <br />MSTA <br />SHEAR TRANSFER AT ROOF <br />SIMPSON H2.5ASIMPSON A35 <br />CEILING JOIST PER PLAN <br /> WHERE OCCUR <br />A35 EACH BLOCK U.O.N. <br />PER SHEAR WALL SCHEDULE <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />MI <br />N <br />. <br /> <br />6 <br />" <br />E.N. <br />ROOF SHT'G PER PLAN <br />ROOF RAFTER PER PLAN <br />(7)16d MIN. <br />COMMON NAILS EA. END. <br />SHEAR WALL PER PLAN <br />PLY WOOD MAY OTHER SIDE <br />DBL. 2xTOP PLATE <br />2xRIM <br />2xBLK'G <br />2xSTUD WALL <br />PER PLAN <br />SHEAR TRANSFER AT GABLE ROOF <br />H2.5A INSTALLED AT 48" <br />O.C. (OR AT PLYWOOD <br />EDGE JOINTS) <br />SIMPSON A34 <br />DOUBLE JOIST <br />2x BLOCKING(2 BAYS) <br />@ 48" O.C. W/ <br />(3)16d EACH END <br />ROOF RAFTER <br />PER PLAN <br />SIMPSON A35 @ 16"O.C. <br />U.N.O. SEE SHEAR <br />WALL SCHEDULE <br />CEILING JOIST <br />PER PLAN <br />2x LEDGER W/ 2 ROWS OF <br />SDWS22400DB TO EACH STUD <br />2x STUD PER PLAN <br />SHEATHING <br />PER PLAN <br />2x CANTILEVERED <br />JOIST PERPENDICULAR <br />TO ROOF RAFTER @ <br />16"O.C. W/ (3)-40d NAILING <br />2x SOLID BLOCKING <br />W/ SIMPSON A35 @ 16" O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />(2) 2x TOP PLS <br />4x BLOCKING <br />SHEAR WALL <br />PER PLAN <br />B.N <br />LESSER OF <br />("L" OR 2'-0")L" <br />2x BLK'G @48" O.C. <br />(2-BAYS) <br />SIMPSON A35 <br />E.N. <br />SIMPSON A34 SIMPSON H2.5A <br />BALLOON WALL <br />16d@6" O.C. <br />E.N. <br />E.N. <br />112" <br />312" <br />112" <br />312" <br />8" <br />8" <br />112" <br />112"112" <br />USE ROW OF STAGGERED 30d COMMON <br />WIRE NAILS (D=0.207'', L=4 1/2'') FOR 3-PLY <br />USE ROW OF STAGGERED 10d COMMON <br />WIRE NAILS (D=0.148'' , L=3'') FOR 2-PLY <br />CONT. 2xBLK'G @ 8'-0" O.C. <br />6x12 DF. NO.1 <br />2x8 @ 16" O.C. <br />MA <br />X <br />. <br /> <br />1 <br /> <br />7 <br />/ <br />8 <br />' <br />' <br />NOTE: <br />FOR BEAM END CUT SEE DETAIL 3/S1.23 <br />9 W <br />SCALE: NTS. <br />CEILING JOIST PARALLEL TO BEAM DETAIL <br />PROJECT <br />CLIENT <br />0' 2' 4' 8' 16' <br />SHEET TITLE <br />1011 W 2ND ST, SANTA ANA, <br />CA 92703 <br />JUAN GARSIA <br />SAZAN INC. <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />S1.23 <br />TYPICAL WOOD DETAILS <br />DATE. 12/21/2023 <br />EXP. 06-30-2024 <br /> <br /> <br /> <br /><br /> <br />1011 W Second St <br />5/1/2025
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