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CODES INCLUDING LOCAL AMENDMENTS.
2001 CALIFORNIA EEINFIRCY CODE (TITI-F 24, PART 6)
2001 CALIFORNIA BUILDING (-'ODE (CBC)
2001 CAL!FClRNilA. PLUMBING CODE f"c�I'(3)
2 01011, CALIFORNIA ELECTRICAL CODE (CEC)
2001 CALIFORNIA MECHANICAL CODE (CIVIC)
SANTA ANA MUNI'_IPAL CODE (SAMC)
EXISTING WALLS 'TO REMAiN
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14-
REANSIDN Ehellcwm
DESIGN CRTER!i.
CODE: Amul CBC
TIM[IER: DOUGLAS t Si^«
LAIRCIi (i-",,JR, GRADING RLIES 16)
(VERTICAL
10� EN48EFZcz1 Na 2 GRADE
(H-DR0JN'-,F L tNiIEMBERS)
2"x,w.' AN'D L
RSEFT FNC.2 GRADE �FIORIZONTAL AND
VE'RTICAL tOEMBERS)
6`
(4xAG-. RADE VERTICAL AND
(BEAWAS AND
STFUNGERS) IMEMBERS)
FNYWOOD:
PS-1-95. PER APA '-�TANDARD P1. 32/16 4 PL.Y
GLUE LANUNATED:
24004 DF/DF. PER AITC SIANDARDS,
Fb- 400 psk rv-165 X E-IR00,000
STRUCTURAL STEEL
4ST!M A-36 STEEL WER AI',-;C 3,TANDAPDS
PIPE A'N'D FUSING, GRADE B IYPE E OR TYPE 's, AsTM A-50111
WELLANG:
AWS-00M PER AMERICAN Wi-L.DING SOCIETY STANDARDS
(1/2 S-`RFSSES C0NT�N,.J1(-."-jS !NSPECTIIOI�N` REI,),
CC1!P-,'RFTF�
(757-'F�N'- TH, 28 DAYS) PER W 318 S P E CC 1 F C,11 T 10 NS,
FO }ND T 1011`4 t' c=2 , 500 psi
RECAST C-Sonn_ w -3 1 - -
COLUMNS fie C=3 00C) P, S!, SPECIAL
7F-,U�,T, SLA-b C=35 00C, psi iNJIS P E _710N
MASONRY:
HOLLOW CONCRETE UNITS (CMI I CONC. BLOCK)
A A, IM ,>-9,0", ASTiNJI AN`,J, UB,-, SIANDIRDS
TYPE N UNITS, TYPES MORTAR, 2000 PSI, GROUT
C rn--1,350 PSi "PAR-11ALLY GROUTEC) FIX225 PSI
f, C, PSI �SOL!D ORC)UTE' D) Frn-250 PS!
RENFORCiNG STEEL:
A' A 61,5, PER CRSI STANE)ARDS,
v'- CRADE 40 c., AND S`,4ALLER
7 AND LARGER GRADE 60
SOL:
ALLUWABLE SOIL BEARING VALUE (FBRCq == 1QQq_Zqj
uL
F'LiR, 'S02ILS RLP(-,,R� 61°: i 18--I-A
`"ALL IFRAMING CONNECTORS TO BE "SIMPSON STRONG -TIE` OR EQUAL.
M
117. 1/2- CDX. W/8d (46" O.C- COMMON NAIL'---
4'-0" MIN. PANF-i-
2 L ERS GF-,'AD- "ILD" [--,-\PER PANELS.
2
P\OOF FIRAMINu PLA�114'
SCIT7. 1/4-07)"
N
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OFFSET BETWE
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PLYWOOD
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PLYWOOD (WHERE OCCURS) --
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17 IRAWNG NOTES
SOLID BLOCKING SHALL BE: PROVIDED A!' ALL ,-iORiZONTAL
jR0N !'S UCCURI 1NIG iN BRAC'ED WALL PANELS.` 2-521-1.1 1-1 1 -
TjJ,-- CiVv'1NG APPLIES T-D ALL SHIEAR " ALL'S, vV!Ti i A SJ-iE-A-
VALUE (GREATER THAN 300 PL-F. TL4FSF WALLS SHNI. BE CLEARLY
INDENTIFIED ON THE PLANS, TABLE 2.3-11-1-1 FOOTNOTE 3.
PROVIDL I'HE FQ;ILLONVING:
j) Jx F0',-JN[jATi,01N SILL
b) 5 x STUDS AND BLOCKS BETWEEN ADJACENT PANELS.
1/2" EDGE EASTANCE FOR PLYWOOD BOUNDARY NAILING..
d) STAGGER NATS F NA T SPACING IS LEs-S THAN 2" O,C
%T- "A'ASHIERS SHALL E33E LISED ViGh &L ANCHOITR
SQUARE FPL;
BOLTS. TABLE 23--(!-L
5/7n" 9301-7-2,50AXIP- 3/4" `3,0[.T - 2.75x2-7��,x5/1,6-
7/8" 0'3LT----3x3x5/16'1 1" D)C)LIF -
- ALL DiAPHRAGM AND SHEAR 'WALL NAILING SHALL UTILIZE-
COVIkMv i`r NAiLS OR GALVANIZED BOX." ,2,5 - I! -f 1 CA
- FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON
SdHEAR NALLS ANIO DIAPHRAUMiS SHALL HE C0mMON NAILS
VITH FULL HEADS UNLESS OTHERWISE APPROVFF),
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i� -At!N� a��, ;? !;_,e,� ci,� D'Ir! buiioifo�4 pernl�t �nJt�! t"'i-,im the 1. coirig vMWAML 1� wu"o PW"v;A V wdhq,�; i 0115 AND"Inolyl �Nyl� I I � Fi�,k� Ci��_,o;,�, i 0,ito I � punT, eta) Wlaluo Typo Gonineil, � I I
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