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GENERAL NOTE:
THIS DRAWING BY BOB METZGER - 0.D`S. HAS BEEN PROVIDED FOR THE
OWNER ACCORDING TO THE CALIFORNIA BLDG. & PROFESSIONAL CODE &
THE CONTRACT BETWEEN B.M.-O.D.S. & THE 0WNTR' FOR ANY QUESTIONS
CALL B. N1 OR OWNER. BOB METZGER OR O.D.S. IS NOT AN ARCHITECT
OR IN ANY WAY REPRESENT ITSELF AS AN ARCHITECT OR ENGINEER.=L
THE WHO PROJECT IS SUBJECT TO APPROVAL &
INSPECTION BY THE LOCAL BLDG. DEPT -.BOB NIETZGER-'O.D. S. IS NOT
RESPONSIBLE FOR ANYBODY'S INTERPRETATION OF THE PLAN.
STANDARD NOTES:
1. VERIFY ALL DILiL-NSIONS, NOTES & VIEWS IN FIELD.
2• . LUMBER; NO.2 DT. LARCH' TYP. V.0.14.
3• ALL CONC. TO BE 2500 P.S.L; 28 DAY, S SACK MIX.
4, SOIL BEARING RESISTANCE IS BASED ON 1200 P.S.F 1
APPROXIMATE
13RACED.AVALL PANELS
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"simplex" structural grade Thermo -ply storm brace with 16 ga. galv. staples with 70K.'.itA-9
crown and 1 1/4" legs « 3": 6" O. C. Staples shall be installed withbtL, J, P OST t/ n
• crowns parallel to framing member to which it is attached: Jae 11.• t(,d lfJ&JLr '3
3. Wood structural panel sheathing with a thickness not tessthhn 5/16 -inch Cor lt;-
.,.
inch stud spacing and not less than 3l8 -inch for 24 -inch studs acing in /$d !� • i/j,Y
accordance with Tables 23 -I -M-1 and 23 -I -N -L(/ N t? o
p .
n
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S. Gypsum board [sheathing lt2"Oko/e,14101(4' C 60TAZAD 5 oR„�� t`�itOE 0�4 +am u
�1. , 2 .
on studs spaced not over 24 inches 0. C. and nailed at 7 inches O. C.' with [�iL�►A., RC -f. NOTE
Y I. Gd coo LE 96 &-I.s' p.G. l .
2 o Pstssa�.ic 1,
nails as required b Table 25-
2 I--
7: Portland cement plaster on studs spaced 16 inches 0. C. installed in
accor8ance with Table 25-1. i u _ L
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PTA].
a. Sill nailing at braced wall panels shall be 16d @ 570- C. (where applicable).~� f w '
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-0" min. wide, and have all edgesb. Panels shall span three sud bays, be 4'A5,2P
blockea.
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{ C. Where joists are perpendicular to braced wall lines above, blocking shall be
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APQ
7 County Center Drive
Oroville, Ca