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922 W Park Ln - Plan
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Last modified
2/13/2026 5:02:30 AM
Creation date
2/13/2026 5:00:26 AM
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Plan
Permit Number
101124745
Full Address
922 W Park Ln
Street Number
922
Street Direction
W
Street Name
Park
Street Suffix
Ln
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2 W <br />SCALE:NTS. <br />SHEAR TRANSFER AT ROOF <br />SIMPSON H2.5ASIMPSON A35 <br />CEILING JOIST PER PLAN <br /> WHERE OCCUR <br />A35 EACH BLOCK U.N.O. <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 />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 />STUD WALL PER PLAN <br />UNO PER SHEAR WALL SCHED. <br />SCALE:NTS. <br />W <br />LUS HANGER <br />PER PLAN <br />BEAM PER PLAN <br />SIMPSON HANGER <br />CEILING JOIST <br />PER PLAN <br />JOIST CONNECTION TO BEAM <br />CEILING JOIST <br />PER PLAN <br />9W <br />SCALE:NTS. <br />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. FOR UNBLOCKED DIAPHRAGMS, THE BLK'G BTWN. SUPPORTING STRUCTURAL MEMBERS AT PANEL EDGES IS NOT <br />REQD. <br />6. 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 />7. NAILS ALONG INTERMEDIATE FRAMING MEMBERS AND BLK'G FOR PANELS SHALL BE THE SAME SIZE AS INSTALLED <br />AT THE PANEL EDGES. <br />8. 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 />9. THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS AND BLK'G SHALL BE 2" NOMINAL OR GREATER AT <br />ADJOINING PANEL EDGES EXCEPT THAT A 3" NOMINAL OR GREATER WIDTH AT ADJOINING PANEL EDGES AND <br />STAGGERED NAILING AT ALL PANEL EDGES ARE REQD. WHERE: <br />9.1. NAIL SPACING OF 2-1/2" ON CENTER OR LESS AT ADJOINING PANEL EDGES IS SPECIFIED, OR <br />9.2. 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 />10. 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 />11. TONGUE-AND-GROOVE SHEATHING SHALL BE INSTALLED W/ THE TONGUES UP ON SLOPED OR PITCHED ROOFS W/ <br />PATTERN FACES DOWN. <br />12. 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 />13. 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 />14. 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 />15. 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 NAILING <br />B.N. <br />SHEATHING SEE PLAN <br />STAG <br />G <br />E <br />R <br />END <br />J <br />O <br />I <br />N <br />T <br />S <br />4'-0" <br /> <br />T <br />Y <br />P <br />. <br />2'-0" <br /> <br />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 SHEATHING 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 />NOTE: <br />PROVIDE REQD. DOUBLE STUDS OR POSTS WHERE HOLDOWNS OCCUR <br />PLAN VIEW <br /> BEARING/NON-LOAD BEARING WALL AT INTERSECTIONS DETAIL W <br />SCALE:NTS. <br /> 16d@12" <br />O.C. STAGGER <br /> 16d@12" O.C. <br /> 2x STUDS <br />@16" O.C. UNO <br />CONTINUE SHEAR WALL <br />PANEL TO HOLDOWNS <br />AS SHOWN <br />3 <br />4 W <br />SCALE:NTS. <br />PENETRATION INTO THE TOP PLATE <br />SECT. A : HFS INSTALLED OVER DOUBLE T.PLATES <br />A - ALTERNATE 1 : HFS INSTALLED TO UNDERSIDE OF DOUBLE T.PLATES <br />A - ALTERNATE 2 : HFS SEPARATED INTO TWO "L" SHAPES TO ALLOW FOR INSTALLATION OVER WD. STR. PANEL SHEATHING OR FOR <br />INSTALLATION AT 2X6 AND GREATER WALL DEPTHS. <br />NOTE: <br />1. MAX. CLEAR SPAN SPLICE IS 4 1/2" <br />2. FASTENER QUANTITY IS THE NUMBER OF 16d COMMON NAILS TO BE INSTALLED AT EA. END OF THE SPLICE. <br />3. WHEN THE DISTANCE FROM THE SPLICE TO THE FIRST NAIL HOLE IS LESS THAN 1" , OMIT THE (2) NAILS IN THE 3" SIDE PLATE <br />AND THE (1) NAIL IN THE 1 1/2" SIDE PLATE CLOSEST TO THE SPLICE. <br />4. FOR THE HFS24 THAT IS INSTALLED W/ (22) 16d COMMON NAILS ON EA. END OF THE SPLICE (44 TOTAL) THERE IS NO REDUCTION <br />IN THE VALUES. <br />5. FOR THE HFS36 THAT IS INSTALLED W/ (31) 16d COMMON NAILS ON EA. END OF THE SPLICE (62 TOTAL) THERE IS NO REDUCTION <br />IN THE VALUES. <br />6. THE 133 COLUMN MAY BE USED FOR WIND AND EARTHQUAKE LOADING. <br />7. THE 160 COLUMN MAY BE USED FOR WIND ONLY. <br />8. THE PRODUCT AND INSTALLATION SHALL COMPLATEY W/ LA RR #25759 <br />9. PROVIDE HARDY SADDLE WHERE PLUMBING RISERS PENETRATE BRG. OR SHEAR WALL PLATES <br />TABLE 8.1 : HARDY FRAME ® SADDLE <br />MODEL NUMBER <br />FASTENERS ALLOWABLE TENSION (LBS)ALLOWABLE COMPRESSION (LBS) <br />(TOTAL)(100)(133)(160)(100)(133)(160) <br />HFS24 (24)16d COMMON 2948 3921 4717 1969 2618 2733 <br />HFS36 (32)16d COMMON 4288 5703 5785 1969 2618 2733 <br />ALTERNATE 2ALTERNATE 1SECTION A <br />A <br />OMIT FASTENERS AT <br />THESE HOLES WHEN <br />THE END DISTANCE <br />IS LESS THAN 1" <br />CLEAR SPAN <br />1 1/2" MAX. <br />W <br />SCALE:NTS. <br />5 <br />SHEATHINGG ON ONE SIDE <br /> SHEAR WALL DETAILS AT INTERSECTIONS <br />16 <br />" <br /> <br />M <br />A <br />X <br />. <br />UN <br />O <br />. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />SHEATHING ON BOTH SIDES <br />16" MAX. <br />UNO. PER PLAN <br />E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED.COMPRESSION POST <br />W/ E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED. <br />2x STUD <br />2x STUD <br />HOLDOWN <br />PER PLAN HOLDOWN <br />PER PLAN <br />HOLDOWN <br />PER PLAN <br />HOLDOWN <br />PER PLAN <br />2x STUD <br />2x STUD <br />COMPRESSION POST <br />W/ E.N. @6" O.C. UNO <br />PER SHEAR WALL SCHED. <br />COMPRESSION 2XSTUD <br />W/ E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED. <br />30d@6" O.C. <br />COMPRESSION POST <br />W/ E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED. <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 W6 <br />SCALE:NTS. <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. CS14 STRAP W/ BLK'G <br />MIN. W/2 BEYOND OPNG. <br />DOUBLE CONT. ROOF <br />RAFTER W/ E.N.W' <br />W' <br />SCALE:NTS. <br />7 W BEAM TO POST CONNE. DETAIL <br />INT. CONDITIONEND CONDITION <br />SIMPSON ECCQ <br />SIMPSON CCQ <br />SPLICE WHERE OCCURS <br />AT C.L. OF POST <br />SIMPSON MSTC40 STRAP <br />WHERE OCCURS <br />SIMPSON ECCQ <br />POST CAP <br />SIMPSON CCQ <br />POST CAP <br />BEAM PER PLANBEAM PER PLAN <br />POST <br />PER PLANPOST <br />PER PLAN <br />EQ.EQ. <br />8 WOOD BEAM TO WOOD POST CONNE. <br />SCALE:NTS. <br />W <br />SIMPSON A34 <br />A34 EA. SIDE OF <br />POST <br />POST WITHIN WALL <br />WOOD BEAM <br />PER PLAN <br />PROVIDE SIMPSON A34 EA. <br />SIDE OF BEAMS <br />BEAM PER PLAN <br />POST PER PLAN <br />DOUBLE TOP PLATE <br />SECTION A <br />A <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 />S1.22 <br />TYPICAL WOOD DETAILS <br />07/07/2025 <br />EXP. 06-30-2026
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