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CITY OF SANTA ANA <br />arming and Building Agency <br />(2)16 d FACENAIL <br />THRU ONE PLATE <br />TO STUD <br />2x STUDS <br />® 16" O.0 <br />SEE PLAN <br />2x BLOCKING <br />4'-0" HEIGHT W/ <br />(2) 16d TOENAIL <br />EACH END — <br />2X TRIMMER <br />AND KING STUD <br />PRESSURE <br />TREATED <br />SILL PLATE <br />TOP OF SLAB <br />OR SHEATHING <br />(2)16d FACENAIL OR <br />(2) 8d TOENAIL EA. <br />SIDE OF STUD <br />HEADER PER SEE NON —BEARING <br />MIN PLATE SPLICE <br />SCHED PARTITION ANCHORAGE <br />OR PLAN 4'-0" W/(8) 16d DETAIL FOR CONNECTION <br />U.N.O. ON PLAN TO FRAMING <br />SIMPSON A34 T <br />3" MIN <br />WHERE SHOWN <br />9" MAX <br />16d FACENAIL <br />0 18" O.C. <br />MULTIPLE STUD <br />FULL LENGTH <br />TYP. INTERIOR NON -BEARING STUD WALL FRAMING <br />(2)16 d FACENAIL <br />THRU ONE PLATE — <br />TO STUD <br />2x STUDS <br />0 16" O.C. <br />SEE PLAN <br />2x BLOCKING <br />4'-0" HEIGHT <br />(2) 16d TOED <br />EACH END <br />2X TRIMMER <br />AND KING STL <br />PRESSURE <br />TREATED <br />SILL PLATE <br />TOP OF <br />OR SH <br />(2) 8d TOENAI <br />SIDE OF STUD <br />(2)16d <br />FACENAIL <br />STUD TO <br />HEADER SCHEDULE (SEE NOTE 1) <br />OPN'G WIDTH <br />HEADER <br />UP TO 4'-0" <br />4x4 <br />6'-0" TO 8'-0" <br />4x6 <br />8'-0" TO 10'-0" <br />4x10 <br />HEADER <br />NOTE: <br />1. HEADERS, KINGSTUDS AND OTHER <br />REFERENCES ON PLAN GOVERN <br />OVER TYPICAL DETAIL. <br />2. INSTALL 1x6 DIAGONAL LET —IN BRACE <br />AT 25'-0"AND AT EACH END IN ALL <br />WALLS NOT PLYWOOD SHEATHED, <br />MAXIMUM SLOPE OF DIAGONAL SHALL <br />BE 2 VERTICAL TO 1 HORIZONTAL. <br />3. NAIL SILL PLATE TO WOOD FRAMED <br />FLOORS WITH 16d ® 12" O.C. TO <br />BLOCKING BELOW SHEATHING. <br />ITW RAMSET 0.145"0 <br />POWDER DRIVEN ANCHOR <br />(ICC ESR #2690) W/1 <br />3/8 WASHER AND 1" <br />EMBEDMENT AT 24" O.C. <br />AND 6" FROM END OF <br />PLATE (SEE NOTE 3) <br />HEADER PER PROVIDE DOUBLE SEE SHEAR <br />MIN PLATE SPLICE <br />SCHEDULE KINGSTUD WHERE <br />4'-0" W/(8) 16d <br />TRANS <br />OR PLAN OPENING <br />SECTIO <br />EXCEEDS 6'-0" <br />U.N.O. ON PLAN <br />OR P <br />I <br />I <br />I I <br />I <br />I <br />3x <br />® <br />PROVIDEX1111, <br />I <br />DOUBLE(2)16d <br />AWLTRIMMERI <br />FACENAIL <br />AT OPNG'S <br />I <br />STUD <br />TO <br />REATER <br />I <br />HEADER <br />THAN 8'-0 <br />OR IF <br />HDR. IS <br />GREATER <br />I <br />D <br />THAN <br />I <br />I <br />I I <br />I I <br />4x8 <br />I I <br />I I <br />I <br />I <br />I <br />SLAB <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />ATHING <br />SIMPSON A34 TYP / " <br />EA' <br />3" <br />MIN WHERE SHOWN <br />MnA 16d F(�CENAIL <br />® 12' O.C. <br />MULTIPLE STUD <br />FULL LENGTH <br />FER <br />N <br />LAN <br />BLK'G TYP. <br />5 80 X12 A.B PER <br />SH. W. SCHEDULE <br />OR 4'-0" O.C. MAX <br />(SEE NOTE 3) <br />TYP. EXTERIOR AND INTERIOR BEARING/SHEAR WALL FRAMING <br />HD SEE <br />PLAN <br />POST <br />PFP PI A <br />HD SE <br />PLAN <br />16d C <br />i ® 6"O.C. <br />PLAN <br />1CA .n. 17"D.C. <br />)ST <br />:R PLAN <br />HD <br />— ---- SEE PLAN <br />PLYWOOD SHEATHING <br />WHERE OCCURS <br />b <br />HD SEE <br />PLAN <br />POST <br />+ II PER PLAN <br />16d ® 6"O.C. <br />PLYWOOD, WHERE OCCURS <br />c G)_ <br />NOTE: ALL NAILING SHOWN TO BE PLYWOOD <br />SHEAR WALL E.N., U.O.N. <br />TYP. SHEAR WALL INTERSECTIONS <br />HEADER SCHEDULE (SEE NOTE 1) <br />OPN'G WIDTH <br />HEADER <br />UP TO 6'-0" <br />46 <br />6'-0" TO 8'-0" <br />48 <br />8'-0" TO 10'-0" <br />400 <br />NOTE: <br />1. HEADERS, KINGSTUDS AND OTHER <br />REFERENCES ON PLAN GOVERN <br />OVER TYPICAL DETAIL <br />2. SEE SHEARWALL PLYWOOD NAILING <br />DETAIL FOR ADDITIONAL INFORMATION <br />3. AT WOOD FRAMED WALLS USE <br />SILL CONNECTION PER SHEARWALL <br />SCHEDULE <br />L <br />MAYI BE CONTEOR ADDING <br />BARS SAME SIZE AND <br />SPACING AS WALL <br />REINFORCING <br />pPLP <br />SINGLE LAYER INTERSECTION <br />I I <br />SINGLE LAYER CORNER <br />I <br />LL,VL PLAN LLVLL <br />DOUBLE LAYER INTERSECTION DOUBLE LAYER CORNER <br />L = MIN. BAR LAP SEE 16 <br />SD1 <br />18 TYP. REINFORCING BENDS <br />O� <br />4d (2 1/2" MIN) D/2 'S�S' a ALTERNATE POSITION <br />OF SUCCESSIVE <br />TIE SPLICE <br />X, <br />135* <br />i i I i <br />H001C� <br />135' <br />HOOK <br />D�/2 <br />"D"=BEND DIAMETER 10 BAR DIA <br />4" MIN <br />HOOKS & BENDS COLUMN TIE TYPES <br />10 BAR DIA <br />4" MIN —]ALTERNATE <br />TAILS <br />1350 <br />SEE SCHEDULE STD <br />I I HOOK <br />0 <br />m <br />BARS SHALL BE IN 6 OPTIONAL <br />CONTACT & WIRED TOGETHER <br />LAP SPLICE BEAM STIRRUPS <br />NOTE: FOR SIZE AND SPACING OF ALL TIES AND <br />STIR%PS REFER TO FOOTING SCHEDULE <br />AND/OR DETAILS. <br />TYPICAL REINFORCEMENT DETAILS <br />BEND DIAMETER SCHEDULE <br />BAR SIZE <br />BEND DIAMETER <br />#3 THRU #5 <br />D = 4d <br />#6 THRU #8 <br />D = 6d <br />#9 THRU #11 <br />D = 8d <br />#14 THRU #18 <br />D = 10d <br />2500 PSI MIN. CONCRETE <br />CONCRETE <br />BLOCK <br />REINFORCING BAR LAP SPLICE <br />BAR # <br />MINIMUM CLEAR <br />BAR SPACING <br />(BAR DIAMETER) <br />LAP SPLICE LENGTH (INCHES) <br />BAR LAP <br />IN INCHES <br />* TOP BARS <br />OTHER BARS <br />#4 <br />MORE THAN 2 <br />30 <br />23 <br />24" <br />#5 <br />MORE THAN 2 <br />37 <br />29 <br />30" <br />#6 <br />MORE THAN 2 <br />44 <br />34 <br />54" <br />#7 <br />MORE THAN 2 <br />81 <br />62 <br />63" <br />#8 <br />MORE THAN 2 <br />93 <br />72 <br />72" <br />#9 <br />MORE THAN 2 <br />104 <br />80 <br />82" <br />#10 <br />MORE THAN 2 <br />116 <br />89 <br />92" <br />#11 <br />MORE THAN 2 <br />127 <br />98 <br />102" <br />* HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE <br />IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE <br />VARIES <br />VARIES <br />SEE MFGR <br />SEE MFGR <br />E.N. TO <br />4x MIN. U.N.O. <br />HOLDOWN POST <br />I 4x MIN. U.N.O. <br />WHERE REQ'D <br />" <br />WHERE <br />9" <br />2x OR 2-2x <br />9 <br />REQ'D <br />I TYP HOLDOWN, SEE <br />TRIM <br />TYP <br />HOLDOWN, SEE <br />PLAN FOR <br />PLAN FOR TYPE <br />I TYPE AND <br />AND LOCATION <br />LOCATION <br />I <br />SIDS SCREWS <br />SILL PLATE <br />CUURBR�E <br />SILL <br />PLATE <br />FF <br />FF <br />II SILL BOLT <br />I II� <br />I�SILL BOLT I II <br />u lU II II <br />f HOLDOWN ii� HOLDOWN <br />ANCHOR SEE it ANCHOR SEE <br />SCHED. it SCHED. <br />— -- LI -- <br />z <br />SEE NOTE #3 6" MIN <br />SEE NOTE #3 6" MIN <br />INTERIOR WALL <br />Q AT CONCRETE CURB <br />r , 1 3/4" AT 2X4 STUDS <br />NOTE: 1 1 2 3/4" AT 2X6 STUDS <br />PLYWOOD NOT <br />SHOWN <br />FOR CLARITY <br />I I <br />13 I, <br />,I <br />II <br />I, <br />.I <br />I� J <br />J� <br />e� <br />EXTERIOR WALL <br />INTERIOR WALL <br />3 <br />HOLDOWN AND EMBEDMENT SCHEDULE <br />(MIN. 2500 PSI CONCRETE) <br />MODEL <br />NO <br />MINIMUM <br />POST SIZE <br />ANCHOR <br />BOLT SIZE <br />MIN. EMBED <br />"Le" <br />ANCHOR * <br />TYPE <br />CAPACITY (Ibs.) <br />CORNER <br />END <br />HDU2—SDS2.5 <br />2-2X ( 4X ® CORNER) <br />5/8" <br />21" <br />SSTB24 <br />3325 <br />3325 <br />HDU4—SDS2.5 <br />2-2X ( 4X ® CORNER) <br />5/8" <br />18" <br />SB5/8X24 <br />5730 <br />5730 <br />HDU5—SDS2.5 <br />2-2X ( 4X ® CORNER) <br />5/8" <br />18" <br />SB5/8X24 <br />5730 <br />5730 <br />HDU8—SDS2.5 <br />4x <br />7/8" <br />25" <br />SSTB28 <br />7315 <br />*s <br />HDU8—SDS2.5 <br />6X6 <br />7/8" <br />18" <br />SB7/8X24 <br />7855 <br />** <br />HDU11—SDS2.5 <br />4X8 OR 6X6 <br />1" <br />24" <br />SB1X30 <br />** <br />** <br />HDU14—SDS2.5 <br />6X6 OR 6X8 <br />1" <br />24" <br />SB1X30 <br />** <br />** <br />* MATERIAL OF SSTB & SB IS ASTM F 1554 GRADE36 PER ICC ESR-2611 <br />** NOT APPLICABLE FOR HOLDOWN LOCATION ® CORNER OR END <br />NOTES: 1. BOLT HOLD DOWN TO POST PER MFGR, PROVIDE STANDARD CUT WASHERS ON <br />OPPOSITE SIDE OF POST FROM HOLD DOWN. POST MAY BE COUNTER SUNK A <br />MAXIMUM OF 1/2 INCH TO RECESS BOLT AND WASHER. <br />2. TO PROPERLY LOCATE HOLDOWN ANCHOR BOLTS, CONTRACTOR TO CHECK STRUCTURAL <br />AND ARCHITECTURAL DRAWINGS, FOR OPENINGS ETC. BEFORE PLACING BOLTS. <br />3. DEEPEN FOOTING AREA AS REQUIRED AT HOLDOWN ANCHORS TO INSURE PROPER <br />EMBEDMENT. <br />14 TYP. HOLDOWN AT FTG. <br />TOO DI ATC ODE -AV <br />UVVULL JIVVJ <br />U.N.O. PER PLAN <br />ELEVATION <br />15 TYP. TOP PLATE CONNECTION AT SPLICE <br />oc <br />oc <br />oc <br />00 <br />10 <br />PLATE <br />2— (2) 2x6 POST W/ TWO ROWS OF <br />STAGGERED 10d COMMON NAILS <br />1— (2) 2x4 POST W/ TWO ROWS OF 3— (3) 2x6 POST W/ TWO ROWS OF <br />STAGGERED 10d COMMON NAILS STAGGERED 30d COMMON NAILS <br />16 1 MULTI -STUD POST NAILING DETAIL <br />11 <br />E.N. <br />PLYWOOD <br />TYP. <br />NOTE: <br />3-16d � <br />SHOT PINS: AT ALL <br />EA. END <br />INTERIOR, NON <br />BEARING, NON SHEAR <br />WALLS AND PART1TlO is <br />U <br />INSTALL A 0.145" <br />DIA. X 2.875" LONG, <br />SHANK AND METAL <br />PLATE WASHER AT 36" <br />O.C. ADDING ONE AT <br />� o <br />EACH END. PLATES <br />CL <br />x <br />04 <br />SMALLER THAN 16" IN <br />/ <br />SHEAR WALL 2x STUD <br />WHERE OCCURS <br />PER PLAN <br />WALL INSULATION <br />5/8"0 A. B. THRU <br />FE'S P.T. OR 3X SILL SILL P.T. TREATED PLATE <br />PER S SH. W. SCHED. � <br />Q. xj @48" O.C. MAX. CONCRETE HOUSE SLAB <br />�Sr N. P \� SEE FOUNDATION PLAN <br />'V E.N. PER SH. W. <br />SCHEDULE <br />. 00 Z a d <br />Z. <br />CNr�� 0 24"x24" <br />{� y� M #4x @24" O.C—.—­,a OF <br />CA�k� 1 <br />#3 TIES ® 48" O.C. W/ STANDARD <br />° HOOKS ® EA. END FOR TWO POUR S <br />N <br />02/28/2025 ° ° (4) #5 CONT. BARS <br />Of <br />K, (2) TOP & (2) BOT. <br />F R 1 STORY 15" IN. TYPICAL <br />F R 2 STORY 18" IN. <br />2x BLKG. <br />® 24' O.C. MAX. <br />/_DTC EA. FRAMING MEMBER <br /># (OR BLK'G.) <br />—FRAMING MEMBER <br />LENGTH SHALL HAVE A <br />SEE ARCH. FOR WALL <br />2x P.T. SILL TYP. <br />MINIMUM OF TWO <br />FINISHES — <br />W/ 5/8"O A.B.'S <br />FASTENERS, ONE AT <br />®4'-0" O.C. MAX. <br />EACH END. PLATES <br />2x P.T. SILL, TYP. W/ <br />16" OR LONGER AND <br />5/8"0 A.B.'S ® 4'-0" <br />INDICATED AS SHEAR <br />O.C. MAX. OR SHOT <br />CURB <br />WALLS, PLACE TWO <br />z PINS SEE NOTE. <br />S.A.D. <br />ADDITIONAL FASTENERS, <br />ONE AT 6" AND <br />ANOTHER AT 10" FROM <br />EACH END. <br />PARTITION PARALLEL PARTITION PERPENDICULAR <br />TO JOISTS TO JOISTS <br />12 1 NON-STRUCTRAL PARTITION <br />5 1 EXT. WALL AT FTG. <br />SHEAR WALL <br />2x STUD <br />WHERE OCCURS <br />PER PLAN <br />5/8"0 A. B. THRU <br />WALL INSULATION <br />P.T. 2x OR 3X SILL <br />PER SH. W. SCHED. <br />SILL P.T. TREATED PLATE <br />@48" O.C. MAX. <br />� <br />CONCRETE HOUSE SLAB <br />E.N. PER SH. W. <br />SEE FOUNDATION PLAN <br />SCHEDULE <br />\� <br />�L - <br />D_ — <br />• II -III' III III-III-11 <br />24"x24" I I v a — <br />#4x®24" O.C. #3 TIES ® 48" O.C. W/ STANDARD <br />N HOOKS ® EA. END FOR TWO POUR SLABS. <br />a <br />(4) #5 CONT. BARS <br />(2) TOP & (2) BOT. <br />F ER2 <br />STORY 15" IN. TYPICAL <br />F STORY 18" MIN. <br />6 EXT. ENTRY WALL AT FTG. <br />CENTER OF POST <br />I <br />SIMPSON A35 <br />EACH SIDE <br />OR BC BASE <br />PER PLAN <br />PRESSURE TREATE <br />CONTINUOUS SILL <br />PLATE SEE SECTI( <br />7 1 TYP. WOOD POST ON SILL PLATE <br />PLAN <br />TOP OF <br />CONCRETE <br />PRESERVATIVE —TREATED WOOD POST <br />SIMPSON CBSQ44 <br />0 <br />0 <br />a <br />N CONCRETE PATIO SLAB <br />SEE FOUNDATION PLAN <br />p <br />L4 d <br />a. <br />I l;;� l lml lLU <br />ED <br />,. II <br />24" <br />' #4 X F_ @24" O.C. <br />(4) #5 CONT. BARS <br />(2) TOP & (2) BOT. <br />12" MIN. TYPICAL <br />8 POST FTG.@ PATIO <br />E^P 81* <br />0 �Pp�Rl Mj IJSSUANCE <br />7744 Westminster Blvd, Suite 201 <br />Westminster, CA 92683 <br />Phone: (909) 538-7067 <br />Email: bao@bdpeng.com <br />�s r <br />stamp <br />t QROFESS/p� <br />�����QO D Ay_!F� <br />`9� c <br />Z <br />* EXP.06-30-2026 <br />s�q� C / V J V <br />F OF CA0 <br />SIGNED DATE: 02/28/2025 <br />GENERAL CONTRACTOR <br />1 <br />Q <br />LL <br />0 <br />U <br />N <br />2 <br />U <br />® <br />Cz <br />m <br />W <br />E <br />Q <br />N <br />0 <br />W^^ ,, <br />2 <br />Q <br />N <br />M <br />/ <br />0 <br />s A <br />(,J, <br />U <br />N <br />cn <br />0 <br />r` <br />N <br />Q <br />U <br />d <br />Q <br />0 <br />c <br />(n <br />Mimi <br />I< <br />PROJECT NO.: 2024-106 <br />3 <br />OE <br />DATE: JAN. 12, 2024 <br /># Date Description <br />a <br />■ ■ <br />1 06/07/24 PLANNING CHECK #1 <br />N <br />� � <br />a <br />L 01/07/25 BUILDING CHECK #1 <br />o <br />■ ■ <br />N <br />Q) <br />■ ■ <br />00 <br />■ ■ <br />/ <br />U <br />9drawing title <br />0 <br />'STRUCTURAL <br />00 -0 <br />H DETAILS <br />0 <br />N <br />c <br />0- 0 drawing no. <br />M <br />L_ <br />a� <br />co <br />4 S D 1 <br />