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CITY OF SANTA ANA <br />Planning and Building Agency <br />2x4 @ 4'-0" W/ <br />2-16d EA END <br />JOIST <br />r.\[w <br />T <br />1PSON DTC @ 48" C <br />_OT NAILS SHALL BE <br />;TALLED IN THE <br />)DLE OF SLOT) <br />2-2x TOP PLATE <br />STUDS @ 16" O.C. <br />PARALLEL TO JOISTS <br />FULL DEPTH 2x BLOCKING <br />\ SIDE @ 48" O.C. <br />SIMPSON DTC @ 48' <br />(SLOT NAILS SHAI <br />INSTALLED IN <br />MIDDLE OF <br />NOTE: <br />DO NOT INSTALL NON —BEARING PARTITIONS UNTIL DEAD LOAD IS IN PLACE. (AT ROOF CONSTRUCTION <br />AND WHERE A DEFLECTION SPACE HAS BEEN PROVIDED FOR THIS REQUIREMENT MAY BE WAIVED). <br />PERPENDICULAR TO JOISTS <br />NON -LOAD -BEARING PARTITION TOP PLATE ANCHORAGE TO ROOF RAFTER OR CEILING JOIST <br />2x BLK'G @ 48" <br />2x4 FLAT BLOCKING ROOF SHEATHING <br />O.C. W/ 4-10d & <br />@ 24" O.C. PER PLAN <br />ROOF SHEATH'G. <br />A35 @ EA. END B. <br />N <br />2x BLOCKING W/ <br />PER PLAN <br />A35 PER SHEAR <br />2x RIM RAFTER W/ ' <br />WALL SCHEDULE 2x ROOF RAFTER <br />A35 PER SHEAR <br />2x ROOF RAFTER <br />PER PLAN <br />2x4 @ 16" O.C. <br />WALL SCHEDULE <br />PER PLAN <br />EAVES JOIST <br />2x FASCIA PER � B.N <br />2x CRIPPLE STUDS <br />B.N. <br />4-16d <br />ARCH'L <br />WALL @ 16" O.C. <br />2x ROUGH FASCIA N, <br />2-2x CONT. <br />2X6 BRACE @ 32" O.C. <br />B.N. <br />TOP PLATE <br />�: W/ 6-16d EA END <br />FASCIA BRD. <br />B. N <br />PER ARCH. <br />�_2x <br />2x SILL PLATE W/ <br />CEILING <br />16d @ 6" O.C. <br />JOIST PER PLAN <br />2x4 BLK'G W/ TOE 5-16d AT EACH <br />2x JOIST W/ A35 N' <br />NAILING TO JOIST JOIST <br />PER SHEAR WALL <br />P <br />PLYWOOD SHEAR 2-2x TOP <br />SCHEDULE <br />2x CEILING JOIST <br />WALL PER PLAN PLATE <br />2-2x CONT. TOP <br />PER PLAN <br />2x STUDS @ 16" <br />PLATE <br />2x BLOCKING @ <br />O.C. <br />48" O.C. <br />PLYWOOD SHEAR <br />WALL PER PLAN <br />2x STUDS WALL @ <br />16" O.C. <br />SHEAR TRANSFER TO ROOF AT EXTERIOR WALL 5 SHEAR TRANSFER TO ROOF AT EXT. WALL <br />ST22 STRAP AT EACH SIDE SPLICE CENTERED TO B.N. <br />WHERE SPLICE OCCURS POST WHERE IT OCCURS i <br />BEAM PER PLAN <br />SIMPSON 'ECCQ' COLUMN CAP <br />LARR #25714; STRAP MAY BE <br />ROTATED AS REQUIRED <br />CONT. DOUBLE TOP PLATE <br />WHERE IT OCCURS <br />POST PER PLAN <br />A -END OF BEAM <br />NOTCH/BORE <br />% OF STUD <br />2X4 STUDS <br />2X6 STUDS <br />25% <br />7/8" <br />1 3/8" <br />40% <br />1 3/8" <br />2 1 /8" <br />60% <br />2" <br />3 1 <br />60% D <br />60% D <br />NOTE: <br />ONLY ONE NOTCH OR HOLE ALLOWED PER <br />EACH STUD. (EXCLUDING LET —IN BRACES). <br />60% D <br />40% D <br />NON BEARING WALLS BEARING AND EXTERIOR WALLS <br />11 STUD NOTCHING AND BORING <br />on <br />ROOF RAFTER E. ROOF RAFTER <br />ROOF SHEATH'G. PER PLAN <br />PER PLAN 17tr <br />2x ROOF RAFTER 0 <br />° o PER PLAN 2x BLOCKING W/ <br />A35 PER SHEAR <br />I, WALL SCHEDULE <br />BEAM PER PLAN <br />SIMPSON 'CCQ' COLUMN CAP <br />LARR #25714; STRAP MAY <br />BE ROTATED AS REQUIRED <br />CONT. DOUBLE TOP PLATE <br />WHERE IT OCCURS <br />POST PER PLAN <br />B-AT SPLICE/CONT. BEAM <br />NOTE: <br />USE SIMPSON STRONG TIE ECCLL, CCC OR CCT FOR <br />POST CAP SUPPORTING MULTIPLE BEAMS <br />TYPICAL BEAM TO POST CONNECTION <br />STRAP RAFTERS WITH <br />SIMPSON ST2115 @ <br />48" O.C. (U.N.O.) <br />2-16d TOENAILS <br />EACH SIDE <br />SIMPSON 'RR' CONNECTOR <br />2X RIDGE BRD. SEE- L ROOF RAFTER <br />PLANS FOR SIZE <br />SECTION AT RIDGE BOARD <br />2x CEILING <br />JOIST PER PLAN <br />5-16d AT EACH <br />JOIST <br />2-2x TOP <br />PLATE <br />PLYWOOD SHEAR <br />WALL PER PLAN <br />2x STUDS @ 16" <br />O.C. <br />LE. CEILING JOIST <br />PER PLAN <br />f1/2" FIBERBOARD <br />EXPANSION JOINT <br />MATERIAL <br />gSHEAR TRANSFER TO CONTINUOUS ROOF <br />ROOF RAFTER <br />PER PLAN <br />2X f <br />A' <br />DETAIL <br />(2)16 d FACENAIL <br />THRU ONE PLATE TO <br />STUD <br />2x STUDS @ 16" O.C. <br />SEE PLAN <br />2x BLOCKING @ 4'-0" <br />HEIGHT W/ (2) 16d <br />TOENAIL EACH END <br />ROOF SHEATHING <br />PLAN <br />A35 @ EACH <br />RAFTER TYP. <br />6" O.C. <br />--.NEW 2x CONT. BLOCKING <br />NEW OR EXISTING <br />ROOF JOIST OR BEAM <br />PER PLAN <br />HEADER PER 13 <br />SCHED OR PLA� S3. <br />PLYWOOD SHEATHII` <br />PER PLE <br />JOIST, BEAM <br />OR BLOCKIN( <br />SKEWED HANGERS: <br />—SUR/SUL FOR JOISTS PER LARR #24947 <br />—HW FOR BEAMS OR PURLINS PER LARR <br />#24947 <br />NOTE: <br />WHERE HANGERS OCCUR AT 'CC' <br />COLUMN CAPS, USE 'W' HANGERS <br />(TYP.) PER LARR #24947 <br />2 @ 48" O.C. <br />Y AT JOISTS <br />HANGER PER SHEDULE <br />)urrvi\TING MEMBER — <br />BEAM OR MULTIPLE JOISTS <br />SIMPSON HANGERS <br />* LUS2— <br />CEILING JOISTS <br />* HHUS <br />CEILING BEAMS <br />** HGLTV <br />PSL FLOOR BEAMS <br />* LUS2— <br />ROOF JOISTS <br />* HUS <br />ROOF BEAMS <br />* LSU2— <br />ROOF RAFTERS <br />SIMPSON HANGER PER <br />SCHEDULE 18/S3.0 <br />2x TAIL <br />RAFTER/JOIST <br />CK <br />x <br />�� <br />Q <br />c� <br />O <br />xx <br />CVN <br />XBLOCKING <br />NN <br />CV <br />3'-0" MAX. <br />NOTE: <br />1. ROOF / CEILING JOIST ORIENTATION <br />MAY VARY. REFER TO PLAN. <br />* PER LARR #24949 ** LARR #25803 <br />2 JOIST, BEAM TO BEAM CONNECTION (3-1, TYPICAL AT ROOF /CEILING OPN'G <br />MAX. SIZE NOTES: <br />JOIST <br />SIZE <br />MAX NOTCH <br />D/4 <br />MAX NOTCH <br />D/6 <br />HOLE: <br />D/3 <br />2X6 <br />1 3/8" <br />7/8" <br />1 1 /2" <br />2X8 <br />1 3/4" <br />1 1 /8" <br />2 3/8" <br />2X10 <br />2 1 /4" <br />1 1 /2" <br />3" <br />2X12 <br />2 3/4" <br />1 7/8" <br />3 3/4" <br />2X14 <br />3 1 /4" <br />2 1 /8" <br />4 3/8" <br />—DO NOT NOTCH BOTH TOP AND BOTTOM 2 MAX. DEEP NOTCH <br />SURFACES WITHIN THE SAME Y3 SPAN DO NOT OVERCUT <br />—MAX ALLOWED IS A COMBINATION OF <br />TWO NOTCHES AND / OR HOLES PER Y3 <br />SPAN <br />—THIS DETAIL DOES NOT APPLY TO <br />NOTCHES AND HOLES IN STRUCTURAL <br />BEAMS, THEY MUST BE SPECIFICALLY <br />DETAILED <br />TL,_ <br />—NOTCHES AND HOLES ARE NOT ALLOWED <br />IN CANTILEVERED JOISTS <br />—REFER TO MANUFACTURER'S <br />RECOMMENDATIONS FOR NOTCHES AND <br />HOLES WHERE PLYWOOD WEB TRUSSESARE <br />USED <br />1/3 SPAN 1/3 SPAN 1/3 SPAN <br />NOTCHES AND NOTCHES AND NOTCHES AND <br />HOLES ALLOWED HOLES NOT ALLOWED HOLES ALLOWED <br />D/4 <br />MIN. 2"___>D/6 <br />11 D D/3 0 <br />MIN. 12" <br />n D/6 MIN. 2"—„ <br />7 JOIST NOTCHING AND BORING <br />MIN PLATE SPLICE SEE NON —BEARING PARTITION <br />4'-0" W/(8) 16d ANCHORAGE DETAIL FOR <br />U.N.O. ON PLAN CONNECTION TO FRAMING <br />2X TRIMMER AND KING <br />STUD <br />2x PRESSURE TREATED <br />SILL PLATE <br />TOP OF SHEATH'G <br />(2)16d FACENAIL OR (2) ]"M <br />MIN SIMPSON A34 TYP WHERE SHOWN <br />8d TOENAIL EA. SIDE 9AX <br />OF STUD 16d FACENAIL @ 18" O.C. <br />MULTIPLE STUD FULL <br />LENGTH <br />10 INTERIOR NON -LOAD -BEARING STUD WALL FRAMING <br />(2)16d <br />FACENAIL <br />STUD TO <br />HEADER Q <br />M <br />0 <br />I <br />00 <br />NOTE: <br />1. HEADERS, KINGSTUDS AND OTHER <br />REFERENCES ON PLAN GOVERN OVER <br />TYPICAL DETAIL. <br />2. INSTALL 1x6 DIAGONAL LET —IN BRACE AT <br />25-0" AND AT EACH END IN ALL WALLS <br />NOT PLYWOOD SHEATHED, MAXIMUM <br />SLOPE OF DIAGONAL SHALL BE 2 <br />VERTICAL TO 1 HORIZONTAL. <br />CONCRETE SLAB <br />—0.145"0 HILTI 'X—CR' POWDER DRIVEN ANCHOR W/ WASHER AND 1 1/4" <br />EMBEDMENT AT 24" O.C. AND 3" FROM END OF PLATE (LARR# 25646) <br />WOOD FLOOR <br />— NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d @ <br />12" O.C. TO BLOCKING BELOW SHEATHING. <br />E'? <br />7 <br />NOTCH AT JOISTS <br />1 3/4"0 L = 14'-0" MAX. FOR JOISTS <br />1 1 /2"0 L = 16'-6"" MAX. FOR JOISTS <br />2"0 FOR BEAMS <br />L/ 4 f CL JOIST <br />DEPTH <br />L <br />NO PENETRATION ALLOWED <br />AT EA. SIDE <br />HOLES THRU JOISTS & BEAMS <br />FOR P CE <br />81 <br />rEngineering <br />15041 Genoa Cir, <br />Huntinggton Beach, CA 92647 <br />Master 13 T: (714) 519-5027 <br />E: atefg®fastructural.com <br />Date• www.fastructural.com <br />12 <br />Project Name <br />z <br />Q <br />N <br />W <br />z4z <br />z <br />= <br />LLJO <br />00 <br />O <br />Q <br />-� <br />0-) <br />Q <br />MW <br />oU <br />Qz <br />OZ5 <br />W <br />J <br />y <br />Q <br />N <br />75 <br />0 <br />4-1 <br />_ <br />C/) <br />E <br />J <br />C) <br />N <br />C) <br />Z <br />Q <br />Project ID <br />01-23 <br />Drawing Title <br />DATE <br />R-2 <br />05-14-2025 <br />R-1 <br />11-07-2024 <br />R-0 <br />08-16-2024 <br />Rev. <br />Desciption <br />Date <br />Drawing No. <br />S-300 <br />TYP. RIDGE FRAMING <br />13 <br />