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VERIFY ALL. DIMENSIONS, NOTES X'IE1�'S IN FIELD.ever
GENERAL NOTE �.+ 'S,`�,�j 04(m ,.
HOEDOWN SCHEDULE
ALL HOEDOWNS ARE SN"ON STRONG TIE U>N.O, ,
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FTOOTING/SLAd HOEDOWNS SINGLE OR DBL POUR 2500 PSI CONCRETE THIS DRAWING BY BOB METZGER - O.D.S. HAS BEEN PROVIDED FOR THE
- `'� O��'N'ER ACCORDING TO THE CALIFORNIA BLDG. & PROFESSIONAL CODE ZC �'' JIV
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H.D. H.D. A.S. STEM NAIL SCREW LOAD wooD NOTE THE CONTRACT BET«'EEN B.1\1-O-D.S. THE OWNER FOR ANY QUESTIONS �f'! ���, •
TYPE NAME TYPE yy,1LL BOLT READ. cam,'CTY A+IEAAdER CALL B. 1.1. OR OWNER BOB METZGER OR O.D.S. IS NOT AN ARCHITECT
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OR IN ANY WAY REPRESENT ITSELF AS AN ARCHITECT OR ENGINEER ALL �I •.. r,t /`'� — ••
A ESTHD• N/A •• 24-1w SINKERS 1825 2-2x I _ ' - (,OAiG. QI G� •:
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N'EERING NEEDED FOR THIS PROJECT WILL BE DETERMINED BY THE
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A r 24-18d SINKERS 2210 2-2z c LOCAL BLDG. DEPT. THE WHOLE PROJECT IS SUBJECT TO APPROVAL y
C s:TH010 wA •• 28.16d VNKERS 2880 2-2x , r� "/ =
�I I?v`SPECTION B� THE LOCAL BLDG DEPT. BOB METZGER - O.D.S. IS NOT >1�p� _
D STHD14 N/A i' 38-16d SINKERS 42*5 2-2x ' : •. �'/ �C' N
RESPONSIBLE FOR AWBODY'S INTERPRETATION OF THE PLAN.
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SHEAR WALL SCHEDULE per ER -2403 Upadaad 10/01/02 SEISMIC 1i Mduccwn PAGE ( ' STANDARD NOTES PIES ,�. ,. �,\C`�� <, x "��
PANEL PANEL LOAD 7 SHEATHING 1,2,6,7 EDGE 9 FIELD ! A.B. SIZE i SILL 3,4 A -35F a _.____..,_ �•'Z i j �% �\�\` ,�\��//,
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TYPE No. PLF NOTE NAILING NAIUNG SPACING NAILING CUPS 41 i Il K
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1� I . VERIFY ALL DIMENSIONS, NOTES & VIEWS INFIELD.
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A 1 50 1R• GYP ORD ONE SIDE (unNsck4) 2 T _ M5/� 7• ill" Q 7r tw Q 1? 7r 0.CC_ ..
O 2 1.0 THREE COAT r'rUCCO 2 163 718" Q •" 163 7/r@r 1R" Q 4r 1w Q r 30' O:C.
&.1 3 •• brr GYP ORD ONE TIDE (SlockN) 2 w Q 4" w Q r 1/r @ •r 1N 49 IT •0" O.C. � L 1 "� �' «,i L , ,� L.� t 2
SEE ATTACHED SHEETS. FOR C.E C T-24 CALLS. (KEEP \O PLATS) �►(,1.
112 4 100 1/r GYP BOTH SIDES 2 N Q r w Q r 1/2' Q 7r 1" Q IT 4•• O.C. `i - , 1 r
e -s s I.5 3/r cox 2 w Q r w • 1? 1lr @ 4r 1w Q r W O.C. `' 3 . HOSE BIBS TO HAVE BACK-FLOW DEVICES.
B-4 • 1.0 THREE COAT STUCCO 2 163 7/r Q •" 1•G 7/rQr tlrQ 4r 1.1 @ r 30' O.C.
i tlr GYP INTERIOR FACE w 12 r.f
c C _..__... '� 245 tt2 CDX PLY 2 104 @ r104 @ IT 5/r Q 4r Ij d r iI6, QV f
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atM 4 _ 245 _ 3/r cox PLY ONE SIDES w Q 4• w Q 1r 5rr Q 4r tw Q sr a o 4. LUMBER, NO. 2 D.F. LARCH TIT. U.O.Nc. `�/ �I a �
C-2 • 1.5 3/8" COX PLY EXTERIOR 2 w @ r 14012- 1/r @ 4r 1w Q r 30" Qc.
1/r GYP ORD INTERIOR w @ r i4 Q r
c -a 10 Sao 3/4* COX PLY BOTH BIDE: _.._,_...� � w „1r _ crr 4�M QI r 1r O.C. 5, SMOKE DETECTORS TO BE HARD 1ATIRED ul BATTERY BACKUP.
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D.11 !_ _ "irt PLY EXTERIOR Z tOtt Q:r 10d @ 1@ 1T sw 0 ar 1•d Q r IT O.C.
o-1 12 a•o 7/1r Cox PLY BOTH SIDES 8 N Q r w p 1r aw p 3r 1w 0r IT O.C. ci 6 AL.L CONC. TO BE 2500 P. S.I 2s D.A �' S SACK MIX
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OVER DOUGLAS FIR FRAMING 2. ALL ►ANSI EDGE• SACKED W/ 24NCH NOM. OROER WIFRAMM U•N.O. S. •TAOOER ALL SILL NAN1N0 t ` , ,
4. PRE•ORIU. ALL Zd i LARGER $. •IC T4.11 9OW MAY •E B.Mnr ED FOR 3'r COX PLY. • A -AF CIMS 04400 EA. i 00f} �,r `"'•'"' "• C� � � � � � � C
7. Ar,1,..,Md.wr,w/IId.,.r3fo,N.,N.ylc,nnlnr ,n-600 IM WWW"LA�s S, AILEDOES4►CIIEDWI�NCHNOM ORWIOER ! /. SOIL BEARING RESISTA'N'CE IS BASED ON 1200 P.S,F � ` (� WAW -
E. NMIs Yww.n 1M >r a .aM M 2• IE. N 115 w, 1/2.1, 1 a :17• rl., r 1/. DW CWWs W DM w. 1 n IE M DO2 Ms, 171r r, M .113 412 3+r fa j C�•
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HOLDOWN SCHEDULE 7 - 1 ` 8. (w) = APPROXIMATE (A) a .off.
FLOOR TO FLOOR u
AHOLDowNs.. • c- ARE srMPaoN STRONG TIE U.N.O.u.N.o. - � -•- 9. A/C COND. UNIT(s) NOT TO BE Vl'ITHIN 5' STDEYARD. '"
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H.D. H.D. ANCHOR END NAIL I SCREW LOAD WOOD NOTE
TYPE NAME TIE SPAN BOLT READ. CAPACTY MEMBER ___ ._______� __ __ _ _ 10. ADDRESS NOs. TO BE LARGE ENOUGH TO BE CLEARLY SEEN' FROPM
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1 CSl 1 WA r /Mod SINKERS 1088 2x /A/ yy � ..... • .: x . . , .: Y- , ._ '-
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2 csl• N/A 11* 22-10d SINKERS 1388 2x 11. BOB METZGER IS NOT AN ARCiII .I r TELT OR PROVIDE ANY ENGINEERING
3 CMSTIA NIA 34" 74-18d SINKERS 5707 4x - SERVICES..
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4 EFTA NIA N/A 1 B 10d ,SINKERS 1012 2.2x
5 FTA2 N/AN/A 4-5/8" 28T0 2-2x AVr i -b c:(4
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s FTAs NIA 12"4-3/4• 3725 2-2x ,
PL, 14, PA09Hal- VOTAL hffCA r,t-
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7 ST6224 N/A 1r 2$-18d SINKERS 2116 2-2x �kI T1 ' x E , E -.t 1+� L' I�r'a TI
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