Laserfiche WebLink
21 <br />SHEAR PANEL - <br />WHERE OCCURS <br />j EX. FLR. <br />T° <br />B.N. SHG. <br />2x RIM JOIST OR <br />2x BLOCKING B.N 2X6 P.T. DOUGLAS FIR <br />B.N <br />° <br />5/8'0 A.B. a IX. 2x6 F.J. <br />PER SW SCHEDULE s 18, <br />8' CONC. STEM (2) #5 0 TOP <br />0 <br />12' <br />(2) #5 CONT. <br />17 NEW ANCHOR BOLT @ NEW FTG. <br />N.T.S. <br />IV1✓ I t: riomown ancnors muss De <br />tied in place prior to <br />foundation inspection. <br />Deepen footing as required <br />POST to obtain anchor embedme <br />1 3/4' MI . and concrete cover. <br />HOLD DOWN <br />EN. <br />x x---- K�c ---- x ---- K <br />- <br />• (2) #5 @ TOP & <br />(2)#5 @ BOTTOM OR <br />PER PLAN <br />12" <br />BOLTS <br />MIN. EMB. <br />SSBT16 <br />12 5/8" <br />SSBT20 <br />16 5/8" <br />SSBT28 <br />24 7/8" <br />13 I (N) HOLDOWN W/ SSTB BOLT <br />N.T.S. <br />pncT c17E PER V r 1/2" DRY WAL <br />PLAN 2x STUD @ 1 C " O c <br />r <br />2X P.T. SILL W/ 5/8" <br />S.W. PER PLAN <br />W/ 7/8" STUCCO <br />ANCHOR BOLT- 7" <br />Ari <br />ENBEDED INTO <br />INSULATION ( <br />ER T24) <br />CONC. W/ 3" x <br />3" WASHER <br />MIN. 5" THK. CC <br />NCRF <br />P <br />M <br />N <br />x .229" <br />#4 @ 18" OCE <br />O/ 2 SAW/ <br />10-MIL VISQUE <br />N, 0/4" CLEAN <br />EN. <br />ARGRAVEL <br />15" MIN. <br />tx20" <br />MAX. <br />°a <br />Westin <br />Development <br />Co. <br />24 „ <br />-' <br />=III <br />D <br />} -I <br />License# 578613 <br />LAN a e' 6091 E. Nugget Ct. <br />(2) #5 RE AR @ TOP Anaheim Hills,, <br />CA 92807 <br />& (2) #5 BOTTOM <br />westindevelopment@yahoo.com <br />#4x24"x24" DOWEL 714-878-7430 <br />12 @ 36" OC <br />MONO POUR ONLY <br />09 05 EXT. BEARING FOOTING 01 <br />N.T.S. <br />SHEAR PANEL <br />WHERE OCCURS HOLDOWN <br />PER PLAN #4x30' LONG DOWELS 26 GA. <br />®2e O.C. W/ 6" INTO. <br />EX. FLR. SHEAR PANEL IXIST'G FOOTING AND 2e INTO METAL FLASHING <br />SHl'G. PER PLAN POST PER PLAN NEW CONCRETE <br />PROVIDE 1/2" X 6' DEEP HOLE WITH <br />B.N9 B.N. SIMPSON SET-3G EPDXY, ICC-ES ESR 4507 EX. 2X6 T&G <br />2x RIM JOIST OR FLR. <br />G - 5/8' DIA THREADED ROD W/ *SPECIAL INSPECTION REWIRED* FLR. <br />2x BLOCKING B,N <br />$1 DRILL HOLE AND FILL 2X6 P.T. DOUGLAS FIR 7 INTO EX. FTG. W/ 3/4 CBSQ F.F. PER PLAN <br />B.N. SIMPSON ET-3G EPDXY SIMP. <br />I.. " ' ICC-ES ESR-4057' <br />SSTB \` IX. 2x6 F.J. 2X P.T. DOUGLAS FIR *SPECIAL INSPECTION REQUIRED* Ir Ono <br />D �t—x—� —1t—KC—/Q—K <br />8" CONC. STEM IJ� (2) #5 A TOP 5/8'0 A.B. .. I IIIII ICI I I=III; Ex. FTG. <br />''�� PER SW SCHEDULE <br />EX. 2x F.J. 18 '.: I — I —III —III —I I I <br />—III—III—I I D° -- <br />° III —III —I I_�—_ <br />IIIIII—III—_I II —III —III —I <br />'. _ • III—III—� <br />I=1 11= . so :: o'' W REBAR EACH WAY <br />• • D:. ° • 1.. • .. IX. FTG. d _ I Fr1 I — <br />—I I PER PLAN -III—III—III=1�rT� _ I I —III —I I I- <br />-III —I I —I —I II I I I —III —III- <br />III---� _ <br />(2) #5 CONT. PER PLAN —I I—III—III—III—IIIIII-1 <br />#40W 1Y <br />III=1 I I=1 I I=1 I I=1 I I— <br />NEW HOLDOWN @ NEW FTG. RETROFIT ANCHOR BOLT COLUMN BASE (N) SLAB @ (E) RAISED FLR. FTG. <br />22 18 N.T.S. 14 N.T.S. N.T.S. <br />10 06 N.T.S. 02 <br />1- NOTCH IN PLATE <br />2- <br />1 3 4" MAX. IF BORED HOLE <br />EXCEED 1 3/4" IN 2x4 TOP <br />PLATE OR 2 3/4" IN 2x6 <br />TOP PLATE, STRAP S OF <br />PLATE W/ITEM #3 BELOW <br />3- <br />SIMPSON CS16x14" LONG <br />METAL STRAP, TYPICAL @ <br />EACH PLATE CUT W/(6) <br />16d's @ EACH SIDE. <br />4- <br />PIPE WHERE OCCURS <br />5- <br />TOP PLATES/SILL PLATES <br />6- <br />ANCHOR BOLTS PER PLANS <br />7- <br />LOCATE ANCHOR BOLT 5" <br />MIN. 9" MAX. AWAY FROM <br />NOTCH OR END OF PLATE <br />DTE:-IF NOTCH OR HOLE EXCEEDS <br />50% OF TOP PLATE WIDTH, <br />JSE SIMPSON ST6224, <br />STAGGERED @ E/S OF PLATES. <br />USE SIMPSON NS AS NEEDED <br />\-d 1. NOTCH DEPTH & BORED HOLD <br />SEE TABLE BELOW. <br />2. STUD <br />SHEAR PANEL <br />3. SILL PLATE <br />PER PLAN <br />1 4. HOLE EDGE DISTANCE 5/8" <br />MIN. <br />TSPAN 3 4 SH <br />LY n I� SHT'G. <br />NOTE: BORED HOLES NOT PERMITTED <br />IN MORE THAN TWO CONSECUTIVE <br />DOUBLE STUDS <br />BORED HOLES <br />STUD <br />SIZE <br />EXTERIOR & <br />BEARING <br />WALLS <br />NON - <br />BEARING <br />WALLS <br />2x4 <br />1 7/16" <br />2 1/8" <br />2x6 <br />2 3/16" <br />3 5/16" <br />2-2x4 <br />2 1/8" <br />2 1/8" <br />2-2x6 <br />3 5/16" <br />3 5/16" <br />% <br />40% <br />60% <br />MIN. <br />NOTCH DEPTH <br />STUD <br />EXTERIOR & <br />NON - <br />BEARING <br />SIZE <br />BEARING <br />WALLS <br />WALLS <br />2x4 <br />7/8" <br />1 7/16" <br />2x6 <br />1 3/8" <br />2 3/16" <br />% <br />25% <br />40% <br />EX. 2x F.J. <br />EX. FOOTING <br />9 D <br />0 <br />° <br />p: <br />D <br />. <br />HOLDOWN <br />A.B. DIA <br />HDU2 <br />5/8" <br />HDU4 <br />5/8" <br />NEW HOLDOWN <br />PER PLAN <br />SIMPSON COUPLING Z <br />NUT rn <br />m <br />5/8' DIA THREADED ROD W/ <br />12' INTO IX. FTG. W/ 3/4' <br />DRILL HOLE AND FILL W/ <br />SIMPSON SET-3G EPDXY, <br />ICC-ES ESR-4057 <br />"SPECIAL INSPECTION REQUIRED" <br />GYP. BD <br />PLASTER 0/ HEAVY GAUGE <br />METAL LATH 0/ MOISTURE <br />BARRIER (0/ PLYWOOD WHERE <br />OCCURS) <br />26 GAUGE GALV. <br />METAL WEEP SCREED <br />(CORROSION RESISTANT) <br />FINISH SLAB <br />N <br />a <br />Z_,M <br />irk N <br />PAVED AREA <br />- 4 <br />FINISH GRADE <br />V <br />NEW 2x STUDS <br />0 16" O.C. <br />16d 0 EA.� <br />16' O.C. ` EX. FLOOR <br />2x P.T.D.F. <br />SHT'G. <br />SOLE PLATE <br />CONCRETE <br />EX. F,J, 16d 0 EA. - <br />16' O.C. <br />SLAB <br />0 16" O.C. <br />G <br />NEW <br />BLK'G. <br />z <br />NEW 2x STUDS <br />0 16" O.C. <br />IX. FLOOR <br />SHT'G. <br />ALTERNATIVE CONDITION -IX. F.J. <br />0 16' O.C. <br />PIPING THRU PLATE FRAMING 23 STUD NOTCHING/BORING LIMITS 19 15 RETROFIT HOLDOWN. 11 PLASTER SCREED 07 NON -BEARING INT. WALL TYP. 03 <br />N.T.S. N.T.S. <br />N.T.S. N.T.S. <br />BOLTS MIN. EMB. <br />44r FAZE 1/2" DRY WALL <br />MI/ (8) 18d 111 • EA. = OF FLA7E SSTB24 20 5/8" <br />4u HEADER SEE PLAN sum U.N.Q° (AL7E1 ma NSTA24 1. 2 x 4 STUDS @ 16" O.C. 2x STUD @ 16" O.C. <br />SS AT EA, E OF PLAN POST PER PLAN 5/8" MIN. TYPE X 2X P.T. SILL W/ 5/8" EXISTING NEW <br />2. 1 P.T.D.F. PLATE WITH GYPSUM BOARD <br />0.18" DIA. x 3" SHOT ANCHOR BOLT- 7" <br />DOUBLE TOP PLATE PINS ® 32" O.C. WITH 14GA HDU4 INSULATION (PER T24) ENBEDED INTO EXISTING <br /><= => <br />GAGE WASHERS & FIRST W/ SSTB24 <br />2 PINS PLACED 6" & 10" EX. FLR. MIN. 5" THK. CONCRETE SLAB W/ CONC. W/ 3" x FOOTING NEW FOOTING <br />FROM PLATE ENDS 12" SQ. SHT'G. 3" x .229" WASHER 6" 24" <br />RAMER ICC# ESR-1799 (RAMSET) # @ 18" OCEW O/ 2" SAND O/ <br />PLATE / LARR #22668 1 -MIL VISQUEEN, 0/4" CLEAN <br />/ 3. CONCRETE SLAB (E) <br />�`� 3-1sD NAILS � GRAVEL CONC. SLAB ON GRADE <br />FOR zx STANDARD PLATE SPLICE CONDITION i 4 4. 1/2" DRY WALL�x—x— x`>a AT GARAGE a a <br />ROUGH SILL TRIMMER • --�, <br />(2-2X STUD WALL 4. °. ° ° °.. .4.. ° -J. ga. V a 4, <br />TRIMMER AT 3 2 1 18 ° a <br />OPENING TOP PLATE 5/8" 0—III—III= ° <br />WIDER THAN CONT. <br />PLATE <br />4-16D NAILS WAPLR' F 24" <br />FOR <br />4X HEADER EXTERIOR F (2) #5 REBAR @TOP <br />WALL Q & (2) #5 @ BOTTOM as <br />as <br />% SHIM AS d <br />REQ'D. a a T <br />LLJ �I INTERIOR WALL <br />W #4x24"x24" DOWEL 12 <br />x 4 SOLE PLATE PLATE SPLICE @ NONE -LAPPED zi <br />SLOPING CONDITION CHANNEL CONDITION REBAR EACH WAY a @ 36" OC #4x30" LONG DOWELS #4 DWLS T&B, 6" EMB. CONT. REINF. BARS <br />PER PLAN 3" 024" O.C. W/ 6' INTO. INTO (E) FTG., W/ 3G EPDXY, <br />EXIST'G CONC. SLAB AND 24' INTO ICC ESR-4507 PER PLAN <br />CRIPPLE STUDS <br />TRIMMER STUDS NEW FOOTING <br />TO SUPPORT HEADER PER PLAN PROVIDE 1/2" X 6' DEEP HOLE WITH <br />SIMPSON ET-3G EPDXY, ICC-ES ESR-4507 <br />*SPECIAL INSPECTION REQUIRED* <br />WALL FRAMING 24 PLATE SPLICING: 20 NON -BEARING INT. WALL TYP. 16 COLUMN BASE 12 O6 (N) FOOTING TO (E) FOOTING 04 <br />N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. <br />ENGINEERED BY: <br />Hiep T. Tran P.E. <br />2907 Ebbtide Rd. <br />Corona Del Mar, CA 92625 <br />Tel. (949) 353-7486 <br />OQRpf ESS /0H <br />c <br />NO. 35 81 m <br />C�- Exp. 09/30/2025 <br />it <br />�'9�c� C I V I I•- D���F` <br />�F CAL F <br />W <br />W <br />A <br />V L <br />O <br />W <br />• <br />W <br />� <br />U) <br />E- 4 <br />A <br />� <br />W <br />4-) <br />In <br />lCJ <br />U�C ) <br />Job: <br />Drawn <br />By: CV <br />Scale: <br />Date: <br />6/16/25 <br />Rev. <br />Date: <br />STRUCTURAL DETAILS <br />SO-1 <br />CY i <br />