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CITY OF SANTA ANA
<br />RIDGE MEMBER SIMPSON ST 2115
<br />STAP @4'-0" O.0 RX FLAT @ 24' ❑.C, B. N. RIDGE BOARD SEE PLAN N E•N Planning and Building e n cy
<br />2X ROOF RAFTER
<br />PLYWD 2X S❑LID 2X RAFT, PLYWOOD SHEATHING � STAP @4'-2 O ❑ C, SEE PLAN SHEAT'G BL❑CKING SEE PLAN 2XR,R 2-16d 2X ROOF RAFTER
<br />TOE NAIL EA. SIDE SIMPSON ST 2115
<br />E. N SEE PLAN @ EA. R. R. SEE PLAN 2-16d TOE NAIL EA. STRAP @ 4'-0" D.C.
<br />2X TOP SIDE @ EA. R.R.
<br />2X6 RAFTER TIE @ 16" O.C, inks
<br />2X ROOF UFTER
<br />PLATE RIDGE MEMBER
<br />C❑NT, B. N W/ 4-16d NAIL @ EA. ND SEE PLAN SEE PLAN p rove
<br />SIMPSON U "Z" CLIP 2x C.J 2 PULIN SAME
<br />HANGER 2X STUDS TYPICAL —
<br />PLYW❑❑D SHEATHING @ 16" ❑.C, CB)• • • • • • • SIZE AS RAFT, F ERMIT CE
<br />PLYWOOD ATHING CEILING J❑ISTS
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<br />E. N PLYWOOD SHEATHING \•OA �3 16d
<br />2X ROOF J❑IST B N S,N. 2-2X TOP PLATE CONT. 2XR,R
<br />SEE PLAN A35 @
<br />16' D.C.2X STUDS SEE PLAN Master E N . w
<br />2X BLKING CONT, A35 @16" ❑,C SIMPSON ST 2115 2-16d NAIL
<br />A35@16 ❑,C BL❑CK'G 16' ❑ C STAP @4'-0" O.0 1 >DateC 4 0 ❑.C, � .-•�
<br />E. NA "
<br />E. N 2-2X T❑P PLATE @ 32"❑,C, B. N. 2X BLK'G RIDGE MEMBER 2X ROOF RAFTER �1
<br />@16' ❑.0 SEE PLAN ❑ BEARING PARTITI❑N
<br />x C.J B. N, T & G BOARD 2-2x COL.J 3-16d USE 4X4 IF LENGTH
<br />2x C.J 2X STUDS @ 16" D.C. SEE ARCH'L PLAN
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<br />B. S'N' 2X STUDS B. N, S.N.
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<br />@16' ❑.0 2X STUDS WALL
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<br />BEAM SEE PLAN (E) 2X R. (E) ROOF B, N,-](N)2X R.R (N)PLYWD ~ q
<br />BEAM SEE PLAN BEAM SEE PIAN SEE PLAN SHEAT'G SEE PLAN SHEAT'G
<br />B.N. O co O
<br />SPLICE
<br />OCCUR 2' 4' 4' 4' 2'
<br />— 16 d NAIL Q U {Z'i Ord
<br />2' 8" ❑.0 4X6 POST
<br />(E)2X STUDS
<br />0 0 0 * 4 * ' BEAM SEE PLAN @16' ❑.0 HDU5 W/ 2X R.R. @ 16" ❑,C, B N A35 @ EA. BLKING
<br />® 0 SET-3G SIMPSON
<br />LARR# 5744
<br />ECC COL. CAP ESR4057 DEPUTY B, N. 16d®6"
<br />WOOD BLK. O INSPECTION REQ'D.
<br />1/4" BEND PLATE (E)2X SILL PL
<br />W/ 4- 1/2"0 M.B. CC. COL. CAP B•N
<br />A CC. COL. CAP B O PLYWOOD
<br />1/4" PLATE
<br />WD COL. 4x6 WD C x6 W/ 2- 5/8"0 M.B.—
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<br />WOOD B °' ° a ° A35 @ EA. BLKIN
<br />SEE P N-SIMPSO ° ° : 5/8" 0 SIMPSON 5/8" 4 SIMPSON
<br />SET-3G LARR 25744 2X C.J. @ 16" D.C.
<br />BEAM SEE PLAN SET-3G LARR 25744 #
<br />BEAM SEE PLAN BEAM SEE PLAN A35 ° # ::4 ° ESR4057 DEPUTY O 2X STUDS
<br />SPLICE WHERE OCCUR ESR4057 DEPUTY d
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<br />WD POST 4x6 WD POST 4x6 POST SEE PLAN d -4-0 d. E. N.
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<br />2X C.J. @ 16' ❑,C, 2X C.J. @ 16' ❑.C.
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<br />BM. TO POST C O NN . no BEAM SEE PLAN 9 8 7 6
<br />4X4 WB POST N❑TE; PLYWOOD
<br />SIMPSON HANGER 2X BLK'G
<br />H❑LD❑WN ANCHOR BOLT CONT. 2X JOISTS SEE PLAN
<br />WD POST 4x6 SHALL BE SECURED IN
<br />PLACE PRI❑R TO WOOD BEAM
<br />F❑UNDATI❑N INSPECTI❑N. 2XP.T. SILL PL W/ PLYWOOD SEE PLAN
<br />5/8"9 A.B. X 12' 2X STUDS
<br />HDU5 „ P.T. SILL TOP OF SET 10" INTO CONC. @16' ❑.0
<br />SIMPSON CB. COL. BASE 1 3 4 EDGE DIS. PLATE SLAB ®48"O.C. TYP. U.N.O.
<br />WD POST 6x6 /8" 0 TREADED ROD B W/ 3"X3"X0.229"
<br />PLATE WASHERS
<br />COLD J❑INT
<br />❑PTI❑N '
<br />JOIST OR BEAM WOOD BEAM
<br />SIDS SCREW 2X STUDS �� ! < : ° a' ° ° : :4 ' .: °. e SEE PLAN N
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<br />PLATE WASHER P a e ° 2-#5 C❑NT, SEE PLAN WD OS " No. C058075
<br />TOP OF PLATE f TOP & BOTT.
<br />SLAB ri 0 MIL. VIA E _ _
<br />• 4X4 WB POST �, —1 I I III— N ° '� W/ #3@18" ❑.0 4X HUTF 2X STUD C�?1 O.C. sj
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<br />5/8" 0 SIMPSON
<br />SET-3G LARR#25744 ' N M
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<br />WOOD POST TO FOOTING (1D5 INSPECTIONEREQ'D• HOEDOWN DETAIL 14 DOUSE TO GARAGE FTG. 3 ®OT G DETAILC121 JOIST TO BEAM CONN• 1`
<br />2-COAT OF REDGARD (E)2X STUDS U_
<br />2XP.T. SILL PL 2 2X STUDS 12'
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<br />WATERPROOFING AND B.N. 048"O.C. TYP. U.N.O. PLYWOOD SHEATH'G, ° -0
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<br />ESR4057 DEPUTY p . a �a a o ° PLATE WASHER REQ'D B.N.PLATE WASHER REQ'D 26 GA WEB SCREED N
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<br />C. SLAB °°. — � = PLATE WASHERS I` ,• III —III —III- U SET-3G LARR#25744 i ° d 6"-ONE STORY 4 MIN. ABOVE \
<br />(E)CON —III—III—I - III III III ' z NEW F❑❑TING NEW F❑❑TING GRADE P. O rn
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<br />12 X12 FIELD VERIFY " 8" MIN, :° ' °4' FIN. RADECC
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<br />a -'•q J❑INT ❑CCURED ' • a ° MIN, m Z
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<br />2-COAT OF REDGARD 2XP.T. SILL PIL W 5/8" 0 SIMPSON
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<br />5/8'0 A.B. X 12 @16' D.C. N1 e.,Ln
<br />#4 DOWELS ET 10" INTO CONC. 2#4 CONY. TOP &Bon. ESR4057 DEPUTY ©16 0.� — _ III III —III —I ' r N
<br />CRASCK PREVENTION B.N. 048"O.C. 'TYP. U.N.O. -.-*—PLYWOOD SHEATH'G. INSPECTION REQ'D. ONC. SLAB — — ° - •" .
<br />ICC ESR 1413 @16 O/CWHERE OCCUR SEE PLAN —
<br />6" W/ 3"X3"X0.229" 24' s, 'Q ° ° z . ° s ' ° ° . oN0
<br />PLATE WASHERS B N " ° 5 " ° > 24" Ln
<br />(E)CONC. SLAB ° #4 DOWELS @ 16"❑,C, 3612" e N #4 D❑WELS @ 16"❑,C, 3620" MIN. Date
<br />(E)CONC. SLAB <. I I• o
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<br />Job 25128
<br />• °'° n " SEE PLAN SEE PLAN -1 5/8"fll A.B. X 12 : I . ... o, .. ° I .4 Q
<br />SET 7" INTO CONC. °
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<br />SEE PLAN2 Of
<br />CONT. FOOTING GARAGE FOOTING EXTERIOR FOOTING 1 6 Of Sheet N1
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