HomeMy WebLinkAbout10149861.pdfPfINrOPOING 1=A0K'/G SM ALL GOMM` 'M 7-0 A57-11 AO , AND SMALL IMP
1-112 -15PAGffS (1211 MIN,)
LAP A4.,4- P�ll\P=OPCIN6--57-11-L- A MINIMUM Or -56 1,�5AP OIAMriTRR5
41
5pl-lcf ALL Pf1NF0PG11\ /6 .5rtff1- WtTk'r INDIGAr 1J W11,EPE-'5P1-1GE
L-OGA7-10N5 AefNQT GI1 IGAl L Y INPICA7TD, -51`1&J- i:�Ir
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MINIPIUM GLZAP 01.57W Gff 1` ff7WfEN)k7tf1Nr0PG)N5 57-ffl-, INGIWOIN6
5P/ CeD APffA5 SHALL, r:�Iff 11, op / f�Ap OlAmr-lrp wtilctl tvfR, /5
GR',ffArfr-) MINIMUM CL,ff4F D157-ANQF AT G0,QJMN-'5 5I 1AL1 11Nf
6,
MINIMUM GONGPr-7-1~ G01,ffkA6F,,-7-t1f 11:,0U-0W1N5 M/N/Mum CILIffAlk,
0157-ANG,ff51-��nWfEN kf)NPOPGINO 57-tfrl- AND rACf Or CONGMr
5tM4- �t MAINrAINffr-) L INI-f55 NOT'fP 07* -t11fM15,E,,
5,4-Ae.� ON . .......... .......... . ............ ....
G0NGPE7-r,Pf1-0W
GbNGPr-Ff t�,ffLOW CWAPtf, UNr0PM1fL)(1"'0UPffP AGAIN57-
DowrL-45 rop WW-1--,'5 5 Vi-l- Of -,5AMf .51Zf AND SPAGING A5 771E WALL.
Ptff11Vr0PGtfMtf N7- AND tlALl- LAP W17W 7-HE WAG.-L. Pl ,A�7 A5 N07TP
At')OVff. UWf-'5-'5 N07TD 0-rHfPNI5f,
NO AffAr -5tlAl-l- �r ALI-OWffD FOP �fIVDINO Or Ptf1W-0K'QEMfN7- -'!57-f1fL-
9),
5, /N5rk-r5, r7-G,-5tYAt-1- r,�V 7-IrF-) IN
PL-AG4f Pe/OP 7-0 7-Htf POUeIN6 OF ANY G0NGPff7T OP GPOUT
/Q
AL-L- CONGPE7T, If50 PGi A7-7-AIN A MINIMUM COMPR', - ff55Alf
15TPM611 Or 2f500 PSI AT 26 PA)15,
AC- ef(5A77f-15 -5HAL-L r,�r I M7-UgAl- -45ANr-) ANPk'0GK GOMrOPIIINO TO A 57-M
G5-5 WrH PeOVrl\l -15HPI &JKAGff OP L-r55 7-MAN 0 Of51V-
1,0,
GfMfNrf5tlAt.L L�f PO�71ANP CfMFN7- GOI IrOPMIN5 TO ASrIM G/5)0, TYPIf
0�//, L-OW Al-KAI-1,
PLACtfMM7- OP- G0NGP,--Tr 5HA1,L GOMPOPM 7-0 ACI -�O/,
G0NGPE7-,ff 5t tALL 13 1`jAIN77N]VtfD IN A MOk57- GOIYTWIONP=OP AMINIMUM Or
r1VF DAY-,5 Arrfp PL.Acrnfmr um-f -,5� o7wFK-w1-,5tArPPovFo �y Ttir
L ---
AeGft17-fG7- Ok 577PUGnRAL- rNG1NffffP,
I
(2001 CBQ SEISMIC ZONES 3 & 4)
15VVrc 11 -----------
FPAMING M M6 R
WAL4 7-0 E E S
'51100 F-)f 7-fG-rOr V E R T I C A L:
DOUG FIR-LAR61-1
(D
16" ac,
5,EG7-/ON I-INff 716" Stucco over approved lath with 16 gauge staples Ca� 61, o.c. at top
OnAN(5iE"5 Pfp Jjr, and bottom plates, edges of shear wall, and field. (Table 26-1 UBC)-- ...... 90 Ibs/ft
E) OL97-t�r
W/irm' flfArfr
GAP 40 OV11- 3/8" CDX or CC Plywood with 8d nails Ca) 6" o.c 4 edges and 12"o.c. (_a field.( 220� I bs/ft
3/8" CDX or CC Plywood with 8d nails Ca) 4" o-c (9) edges and 12"o.c. field.(" 320 lbsift
1. 7-nr GffY HA-f� fNGOUNrffPf7�) A I-APOf NUMOff Or 11V-�5ffG7-10N
3/8" CDX or CC Plywood with 8d nails @ 3" o.c @ edges and 12"o.c. @ field.(- 410 1 bs/ft
A LACK 01 7,PrG1r1G rPAMING
Df 7-/1//--'5 7-tff FOL-L-0^6 /-/-"-:57T1--, /r)fM-'�5 Rtf 9,EQUIPF 0 7-0 ff
3/8" CDX or CC Plywood with 8d nails 2" o.c (9) edges and 12"o.c. field.( 530 lbs/ft
'�5tlOWN ON 7-f1f PLAN-45 (106-5)
a, A�-I- PUJM2�51NG WIJI-1_5 Aef 7-0 OF I-RAMfO W17-11 A MINIMUM 1/2" CDX or CC Plywood with 1 Od nails @ 2" o.c @ edges and 12"o.c. @ field. 770 lbs/ft
Or 611-15T-UD-15,
Le OJC/7 7-r7-
h DOUt�I-t WAI-L--'5 U,-- Are 7-0 t�� ITNIMUM _�>fq A:!�5 FWPIPIN6 WAI-Lt-f5 1/2" Structural I Plywood with 1 Od nails @ 2" o.c @ edges and 1 Z'o.c. @ field. 870 lbs/ft
or.u, w1or Aw Non-Ar nxmrm--57 AoaffP)m
NOTES: a. Use CDX. CC, or Std. w/ext. Glue uno, These values are for Doug Fir only, other lumber,
N07-CIIINO AN)) t'OPINO - J01' Ak'f 7-0 65r change (use of OSB or similar products installed per ICBO approval is �d-dclf 2=
0, -�7 species maLy require
5tlOWN ON 7-t1tf CLANS AN0,51 YA[,1- N07-,EXGffD GAG �t G7-101V b, Provide 2x blocking at horizontal plywood panel joints,
-,> - c. Where plywood is applied on both faces of wall and nail spacing is less than 6" o.c., panel joints shall be offset
-0- -90B �, Al-t-OWANGf��,
,J, N07-CWING2 OF AND OffliplNOINONf�'fflielN(5 WAL-1--,,�, to fall on different framing members or framing shall be 3x or wider (or 2-2x) and nails staggered on each side.
d, Where nails are spaced at 2" o.c., they shall be staggered and 3x or wider (or 2-2x) framing mernbers
NO7-,ffXCf,ffD 2f5X/407- ff-I�,PfC7-AlfL-Y, POerD H01-�ff-5 IN
shall be usedat adjoining panel edges.
PrAk'IN51NONPEAKW5 WAI-1-15SHALL- N07
'Provide 3x sill at boundaries, 3X stud at vertical panel edges& 3X block at horizontal panel edges. Minimum
-10J
Pf -'�IPEC,7-Al,-L-Y IN GA-15f -15t1A1-L- Ttl)ff fDOf Or 7Wr OOPfO t1C I-f of/z "edge distance for the nailing@ the 3X member required. Stagger nailing (�6 double 2-Xto plates. -
1�,E NCAPEP 7-11AN f 5/8 INGn 7-0 -rtlf fD6E OF 7 t1f -'---)7 Ur
AND H 0 R I Z 0 N T A L: All roof and floor sheathing to be Exposure I or Exterior (Tables 23-1-J-1 and 23-1-S-1 CBC)..
e ftrAOEP AND 7-PIMMrP 0,ff7-A//-5 FOP D009'f-5 AND WINDOWS Al f 7-0
f -5tlOWN W17 tl FUI-1- 1-fAlGM 7R'IMMfe-`�1XEO,` 7Wff ROOF: RAFTER SPACING Y424" o.c.: 1/2" APA rated shtg, P11 2410, with 8d's @ 6" o,c. at edges & boundaries, 12"o.c, fiek
lltfAE r AND 7k'#I/NlrFLOOR: JOIST SPACING Y416" o.c.: 5/8" APA rated T&G shtg, Pil 32/16.vv/10d's(�66"o.c. atedges & boundaries, 10"o.cfi
P,
f Al-,t- mw-lfo wnctl Ae� r4ff0U#Ff0 To f�r O'ff CAN 0 LAYJOIST SPACINC-A'X 20" o.c,: 5/8"APA rated it shag. P11 40/20,vv/10d's@6"o.c, atedges& boundaries, 10" o,c.fic-
AN ffN (5/NjffEP 0RA9GH17-,ffG7- MU--�7-,61f �10NrD)IW10P 7-0,!f. 00/*J/z.-5�/ON JOIST SPACING X','4` o,c.: 34.4" APA rated T&G shtg, Pit 48/24, w/1 Od's (b 6" o.c. at edges & boundaries, 10" o'c. fie .. .......
INTO PI-AIV ClIEC4
WAL-1-15AefffC',ffOUPrO TO COMPL-Y WrH 7-t1-`1111\11MU1`1
K',ff0U1PffMfN7 /0 )A
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12-16r-) MIN1114JM fAG11 -'50tf OF J011V7-,
2,
tOf-,7- NOL,ffS IN WOOD SfIALL OE TO 06 " t-AP6FP 7WAN 7 f1f
N0111NAI- I�01-7- A1-1- PO,L7--,5 ALL flAVf .57-AN1QAk'D GUT"
WA-,511rP UNT-)EP MEADANP NOT UNIX-'5-'�-5 N07TO 077VfR'W1-'5f
Pj�'CVIT)f 2X-,501-1P 0�-OGKING OFTWEt�N JO/��57- AND PAfTtfP-'5 AT- A1-1-
PPOpr5, 0,LOCKINO -511AI-1- PE ONF FTC ff AND TfIf PULL DEPTH Of:
7-tT i0157- OP PA7TP,
4.
PPOV10f IX6 DIACONAL LX7--1A1 PPAGINO (AT- APPPDX 4f5 r9tf6I�Etf-45)
tf vtwy 2f5l-O" MAXIMUM IN ALL-.S7-UD WALL--'5 NOT PL-YO0rD-'511FAPffL:),
tWAGING SffiALL PUN GON7WOU5 rPOM PI-A7-F TO r"F 7-OP,
f:5,
Pk'0V10r r/Pf 57-OP5 AT ALL )Nrf�'-45rG7-/0N5 O1` -57-UP WALL-5 AT
IL -OOP, GiEll-IN6 ANPROOr r/PF 57-0P-'5 SMALL /,%f ;-2X 1 OMINAl-
7-t11GKNE55 0j- WOOD ANT) 511ALL �,E 7-t1f PUG.L W107-H Or 7WEEIYGL05�O
-rOP -A AXIMUM -'!5PAGIN5 Of'8`0 " IN 771f
�5PAGf, PL,4Ct rIPr -15 -`5 A7 M
ViffR-OGAl- Dl)TG7-10N PPOV12f 2X Fhl'r 57-0P5 IN ALL rUPPING
AGf-45 WT-OG& DlkffG7�10N ANO tIOPOON7 Al-, AND A7 A
'5P - - MAXIMUPI
SPAGV6 Or 6-0" IN AGM r-)IPrG7-10N AND 7-nr-'5A1'1t! 1-/Nf-'5 A5 iL
6,
ALL MOLTS SfIALL 01f Pn-16t-rrt7Nr0 ff/OP 7-0 771f APPI-IGA7-10N Or
afl A77NG, PLA.57TP,,ff7-C-,
I
ALL PLYWOOD 51XALL GOMrORW TO U5, PP'O�UG7--57-ANOAPP P-'15
EA01 -'5tlrET- Or P1-XW00O-'5t1At-J- t)tf VfWlt'1fr) W17-fl 7-/-tf
APPR'OPIATf 7-PAT),ffMAPK'0r 7-fT PLY 000 A-550GIATION
At- - rowoor-) SHALL r,�r Gl A55Ii~l o A5 rX3110-15U1.'1; /, f"0)11' PL-YWOOT-)
7WYGKA/t55, GWAPE, ANO-'5PAN PAr1N65 (P,4A/,El- 10tfN77✓IGA7-101\1 /NorXf -'5)
5t,ff PLAN5,
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Al-L+ WOOD OfAK'INO ON GONGRf 7T OP MAN50NK2Y 5"Al-L- t�f P,'EA55UPtf
T-PtfA7-r1:) OOU61-AS r/p,
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/6
ALL NAILS SMALL Pf G011MON NA11-/N5 SMALL 1�'C PPP G11AP7TP 25 OF-
GODtf,-55G, 2526 AND MIN, IVAII-IN6 W17-fl 7-API-E
10ii-1rz,17
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A
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WOOL) TTAMff (GON7Z,1\1U1f0)
/1, AL.L 57-PUC7-UPAI- I f1f DOU61-A-45 r/P OF 7-flf F01,LOWIN6
&- ADf-f3, G0Mr0,k'M11V6 7-0 57-AMDAPID 59'APIN6 Wf�7- COA-f-57-
I-Umf;�Ilffp, No, /6, Alp [)PY, UN-lr5.5 N07-,ffr-) 07-tltf)W-45E
j, KArTfP-5, J0157-, PLATS ........... ............ f ..... .................... NO, 2
/I, N/0,
PO-'57--5 AND 7-lMr,�ff-'5 ... . .............. . ............... ....... .......................... . ............ . ...... ,1-11,11,11-11,111,111,'ll""I'll""I'll".111.11 No,/ 1200r,
2 X4 JO/-z57- AND 1t'Ar7-,ff9--5 ..... . ................ . ..... . . ... . ................ . ..... . ....... . ........ . ........... ......................... NO, 2 14f5or,
v, .57UD5, t�LOGKIIYG ANO StVIPWS .. . ....... i ............... ........ . ............. .... . .......... ...................... .......... . 57-UO 6PAOF
12, W000 57-U05 MAY /,Nf N07-GNEO TO PfPFtl OF 2�XOFW107-n
WMG" MAY Pf N07-Gt1,ff0 7-0 40,%" Of` WlOrtl
MAXIMUM rXGEPr YN7TPOP NONI�WAPIN C-2 -'!57Ur-)5.ANr-) OOUPL-f !�fAPIJ\16
(Ppovlorr-) NO MOPE T-tIAN TWO -5UGGff5511/,ff OQUI--N-f T)
mo-,5 Apr
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v T tE, 0
6tfN1fPA1- N07T �5
I. rOUNF-)A7_101VS f5tML,Lt771E51Zf
.AND 7-YPF A5, 11\101CATfD ON 7-t1F DpAIVING
4, 1`0077NG-25APE 7-0 f,�,ff GA)k-`P/,ff0 110-0 r/P/l UIVDI-457-UPf,�)jffr-) NA7-UPAL-501L
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5,ff/5M/G Op WINO `:00711V6-45,
Ptf5/6N 4-A7-,ffPA1- r,-�,ffAPIN G PkrA-45-5UPt-f 1560 P-5r/PT W17W A 55X. INGPJfA.5tf
P'OP 5ff-I5MIC OP WINO LOADING ANO A 200% INGPEA5E FOP I501-A7-fD P01-tf
1, D)t-�161V COffrUMT OF rFIG7-10N /:5 � W" A 537- INGPrA5r r0PSEIe5l-
ok, WIND LOADING-,
rXI r C "I�, 07 rt5
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%,v:;;o L0WINC N07-rC -�5 AND TYPIGAt.. Df TA11--5 APPLY 7-0 .ALL DPAWING-45
07 t1r9W1,5r,
7
/ tj
MFCf1AN1G&-, AND tfLE0T�7CAL- PP1W11\1G5
S INIDIGMT WNtfrAL AND T)IFIGAL- DfrAIL5 Or CON-'57TUCTION,
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4,
1',1MVIA)Iff OITNIN6-15 ANO 5UPP09T 10)"1fGt1AN1GA1- fOUIPMENT
DUCT5, P/P//V61-
E-rG, etFreP 7-0 ArCft1rfG7-UA1- A0r-)17-10NA/-
AND fQUIPMfIVT N07- -45flOWN ON 57-1'UG7-UPAL , ALL -
1 QU4PMfW,7-01Nf PPOVII-DtfO Wlrfl AppeoVrr I A7-�pAL_ Og,,5WA)l 1�5pAC/N6
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A - COMFOP11 7-0 7 tIE OPACN6-15,
7-
-7
rf 2001 44.4 i r- CoDr,
7--tYf C-QN7-,VQr0P,!'--�0 ALL i�, rOP GOOPOINA7-IN6 7-tYF WOPK
Or ALL 7-,k'AO�S AND GtIECK AL-1- ALL- '5GPffPANG1f-15
Dl-
er,CA -rQ T-t1r A777-EN7-10M of= 7-fir ApGf117-,ffGT- (,57-rUG7-UpAl
OEFOeff PPOCf!rDIN6 W17-H 7-nf WOPK,
7-/-T CONrPAC7- WWG-'�� AND 5PrG1F1GA7-10N,5 pfpgr�fNT rtlr
-5HOWN 7-ttfY ,'DO NC)r 1N01QA7-,ff -r"r
-kUG7-10N, 7-t1tf G0WPAG7-0,k-- .5tjA,.L r _)IpfC7- AND SUP
[PEt 301-EI-Y rOP ALL C,0A/57-PUG7-/0/V
t7-NGf-,5 AND PPOGFDU�If 0,0-'5rWA7-101V
rIFI-0 PtfPPr5FNFA7-A/Zf5 OF -rt1f APGH17-fG7- (57-PUG7-UPAL
P, -/ON:f5 0/- 7-1-If PP07-,ffC7-A/r
Or
r /I MtfT1100,!5 OF GO/Vf5rPUG7
5UC -ION, ANY5UPPOK7-
f�Y THE APGH1T-jffG7- (-'57-R'UG7`UPA1- 1ffNG1N;ffrR1) DUPING
re011 GON7-1N0u-,5 ANC rc)n-AIL-fo Otf Of- IN6LJI-
1N-'5P5G7-10N-'5fPV1Cf-'5 W111GH APt PU ORTP-15,7-tlfSf 5UPPOe7-
'51fP I VlGf.� WHICtl APA rUPNI511 O PY RIE AK'Gr117-fG7- (-57-PUG7-UPA1- rN&Nrrp)
WHf7-fTP Or MA7-fPIAL- O� WOpK, AND WHfrnF�7 PrPrOPMED P),'�10e 7-0, PUPIA16
OP ArTEP GOMPiZrION OF CON-,57-PUC7-/ON APE-,-'50LELY 7-Htf
0)- /N OLW-Iry C,0k1-rK'0L- AND YN ACtIlf VIA15 C,0"i OK-MANc,,-
W1771 GON7-9,iC-7- DPAW1N55 ANr-) -45PffG1r1CA7-10N5.
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0 t Ait IA re,l p
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00 1 L r ct,5-r ra- l�!ajj
NO-rlf f5 (GON7-11VUfV);
5nfliP WALL IV07-r� ON PL/iN----) rOP A0017-10NAI- -101V INrOkMA7
10) GOM57PUG7-10N Or PI-YWOOID5n -rAP WALL 7-01e,E W17-11
GOMMO/V NAILS ONLY,
10 t1O1-0OW1\1 .1!�'OL-7- 1101-E-f5 Ar rAGtt tfUE) 0r T'tlff PLYWOOJ-) 15HrAkl WALL-15HAI-1-
flAVF Al O _fRANCF Or NO MOPE rtM7
DOWNS 5tlAl-L e'jff 7-16trrENEOJUS7- 710 COVEKIN6 7-11f 5t1fV WALL,
ALL P05775 WV1 HOI-DOWN-5 Or UP I-1F7- 5rPAP5 fj/jj-j- tJAVE C0W1J\10U,5
12) ALL ANGtlOP,01-77-`5 Pr A7-7-11011fF-) TO 7-t1f 51LI- PL-IJ7-r W17-tl 2,X2,X311Gf
500APr -'57-,ffEL- WAStIrk P1-A7-;ff-'5,
4X M)!fM13,ffK'7-O Pf PP0VVffD rl-
NAII-IN6 A7- --�-VtAP OOP -'5HtfA7-11V(5 7-0 Pr=lrSILL
WA'-t-� AI\ICTWO 510tfD APFL-1GA7-10N-f5 or .HEAP
AND NAILS 5t1ALL ter 57-A66jff9r0 WflrK',E NAX[,-'5 AkT 5P1JGrD 7 INGtjf5 ON
1!5) AK'f APPI-0E-) CON 507-" �40,ff--5 OF A WALL.. AND lv,41L-
5PACIIN6 1 Lr S rt1A1\1 6 INGHtS 01'� GtNFEP 0Nff8Wfk'--51Df PANr1-,)Off,17--'5
SHALL t�F Ort~-'5t7`� 7-0 T~AL L 1JV
NOMINAL or TtVGKIT ANTS NA1L:55tfAL-L-1Pf --57`AG5reE0 -,51L.1
'L Arl MALL 13L -11\lGt7 NOMINAL AND NAILS
/6) ALL WOOD -�57TUC7-UPAI- PANtfl- GDCC AIVO 07-t1fP5'P'AQf-45
UX�,C, STANDA7-)M5 23-2 OP 25-5,
Wall covering shall be cement plaster, tile or
approved equal to 70 inches above drain at
showers or tub with showers. Materials other nc
Glass and glazing shall be in accordance with
than, structural elements shall be moistL,,(�,
resistant. Glass enclosure doors and panes CBC Chapter 24. Note on the drawings all
windows and doors having glazing. Indicate
mwst be labeled Category it. Swing door the type and thickness of each light of gla7,ing
outward. Net area of shower receptor shall be!
w
showing compliance with
not less than 1,024 sq. in, of floor area and on the drawings s
lericornp&3s 30 inch diameter circle. (8CSC Spctton 2403,24W and �40Q.07.1.3,:
2406, 2407, and PCAf 12 0)
A
- - - -
- - - - - - - - - - - - -
,DATE
SHEET,, 1
OF SHEETS
f
Q 4,
r-usr--r--Z
�m
4/6
RF-VI8ICIN13 BY,
PRINTED ON CLEARPRINT 1000H-
u
I- NOTCH IN PLATE
2- 1 5/4* MAX. IF 50FZEO HOLE
EY42W 1 5/4" IN 2x4 TOP
PLATE OR 2 5/41 IN 2x6
TOP PLATF_,5TRAP E/5 OF
.
3`MAX.- PLATE IT,M W3 BELOW
3- SIMPSON CSI8xI4' LONG
1/2 DEPTH METAL STRAP, TYPICAL 0
EACH PLATE SIDE
UT I-V (b)
164's a EACH SIDE.
4- PIPE HHERE OCCURS
5- TOP PLATES/SILL PLATES
MEN
�,.LPLANS
LOCATE ANCHOR E30LT 5"
MIN. q' MAX. AWAY FROM
NOTCH OR END OF PLATE
zlllzKlm � I v..c' STAGGERED 0 PLATES.
-USE SIMP50N N5 AS NEEDED
FIFIN6 THRU PLATE FRAM6
_0
(D
U:
(3
D
BORED ROLES
SW
SIZE
EXTERIOR 4
13EAR1145
WALL! r
NON -
BEARING
WALLS
2x4
1 17/16
2-11D.
2xb
2 3M"
35/16,
2-2x4
, 2- 1/6'
2 0*
F�__
SAfLjRSAw
1. NOTCH DEPTH & WREP HOLE
'SEE TABLE BELCH.
2. STUP
5. SILL PLATE
4. HOLE EDGE OISTANCE 516"
MIN,
6
1-N ;d MIN.
NOTCH DEPTH
S.
EXTERIOR 4
MARIN6
- NON-
DEARIN&
SIZE
WALLS
WALLS
2x4
11b.
I IA(O*
—2xb
1 vW
2 3/16*
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5. JOIST DEPTH
4. PIPE OR CONDUIT
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16
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FACPAUo uy °Leonard L. -curn%ann
GROUND ELECTRODE SHAI.L BE TERhUNATEO
IN A DRY LOCATION IF RE -BAR Is USED
20 FT. OR MORE No.4 (OR LARGER ) BARE
COPPER , CONDUCTOR BELOW THE 'APOR
BARRIER APPROX. 3" -ABOYr FOOTING BASE
(N.C.C. 250-83o)
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REVISIONS I By I
DRAWN
CHECKED!
DATE
SCALE
JOB No.
SHEET
ti
IREVISIms 1 ®Y
SANTA ANA POLICE DEPARTMENT
RESIDENTIAL SECURITY REQUIREMENTS
1. Exterior swinging door must be solid core, 1-3/4" thick or with panels 9/16" thick. (8-210,A)
2. Doors leading from a garage into a dwelling unit must be sold core, 1-3/8" thick. (8-210,13)
3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-
210,C) - specify make and model number.
4. Specify flush bolts with 5/8" embedment into head and threshold on inactive leaves of exterior double
doors. (8-210,E)
5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210,F)
6. Hinges for out -swinging doors must have non -removable pins. (8-210,G)
7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length, (8-210,H)
8. Front exterior doors to be equipped with 180" door viewers or clear vision panels. (8-210,1)
9. Each structure must have a street address or other identification, which is visible from the street.
Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1)
10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2)
11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level.
(8-210,L)
12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25-foot
candle of light. (8-210,M)
13. Parking lots and parking structures of multiple dwelling complexes must be provided with one -foot
candle of light. (8-210,N)
14, Required exterior light fixtures must be vandal resistant type.
15. Wooden garage doors must have panels 5/16" in thickness. (8-208-A1)
16. Garage doors more than 16-feet in width must have two locking points. (8-208,C)
17. Slide bolt assemblies must be attached to the doorframe with non -removable bolts. (8-208,D)
18. The slide bolt must be 3/8" in diameter. (8-208,D)
19. Windows and sliding glass doors must comply with test standards of section 8-212. Specify make
and model number. (8-209,A)
20. Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface.
21. All skylights shall be provided with rated burglary resistant glazing. (8-210)
CHAP. 23, DIV. 11
TABLE 23-'I-B-1
TABLE 23-11-B-1-NAILING SCHEDULE
2001 CALIFORNIA BUILDING CODE
CONNECTIO V
NAILING1
1. Joist tc sill or girder, toenail
3-8d
2. Bridging to joist, toenail each end
2-8d
3. 1" x t ' (25 mm x 152 mm) subfloor or less to each joist, face nail
2-8d
4. Wider :han 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail
3-8d
5. 2" (51 mm) subfloor to joist or girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
16d at 16" (406 mm) o.c.
Sole plate to joist or blocking, at braced wall panels
3-16d per 16" (406 mm)
7. Top phite to stud, end nail
2-16d
8. Stud tc sole plate
4-8d, toenail or 2-16d, end nail
9. Double. studs, face nail
16d at 24" (610 mm) O.C.
10. Doubled top plates, typical face nail
16d at 16" (406 mm) o.c.
Doublc top plates, lap splice
8-16d
11, Blocki ig between joists or rafters to top plate, toenail
3-8d
12. Rim joist to top plate, toenail
8d at 6" (152 mm) o.c.
13. Top plates, laps and intersections, face nail
2-16d
14. Continuous header, two pieces
16d at 16" (406 mm) o.c, along each edge
15. Ceiling joists to plate, toenail
3-8d
16, Continuous header to stud, toenail
4-8d
17. Ceiling joists, laps over partitions, face nail
3-16d
18. Ceilinf; joists to parallel rafters, face nail
3-16d
19. Rafter to plate, toenail
3-8d
20. 1" (25 mm) brace to each stud and plate, face nail
2-8d
21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail
2-8d
22, Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail
3-8d
23. Built-rp corner studs
16d at 24" (610 mm) o.c.
24. Built-r p girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice
25. 2" (51 mm) planks
2-16d at each bearing
26. Wood structural panels and particleboard:2
Subiloor and wall sheathing (to framing):
1/," (12.7 mm) and less
6d3
m32»-3/4" (15 mm-19 mm)
- 80 or 6d5
,/"I'-1" (22 mm-25 mm)
8d3
lw'-11/4" (29 mm-32 mm)
10d4 or 8d5
Corr bination subfloor-underlayment (to framing):
3/.I" (19 mm) and less
6d5
7/:I"-1" (22 mm-25 mm)
8d5
11/8"-11/4" (29 mm-32 mm)
lOd4 or 8d5
27. Panel ;tiding (to framing)'-:
1/,1" (12.7 mm) or less
6d6
5/.3" (16 mm)
8d6
28, Fiberboard sheathing:?
1/?" (12.7 mm)
No. 11 ga s
6d4
No. 16 ga.9
25132" (20 mm)
No. 11 ga.8
8d4
No. 16 ga.9
29. Intericr paneling
1L1" (6.4 mm)
4d i0bdlt
3/;" (9.5 mm)
'Common or box nails may be used except where otherwise stated.
2Nails spaec d at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are
48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails
for wall sheathing may be common, box or casing.
3Cammon or deformed shank.
4Common.
5Deformed ;+bank.
6Corrosion- :esistant siding or casing nails conforming to the requirements of Section 2304.3.
7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.
'Corrosion- esistant roofing nails with 7116-inch-diameter (11 mm) head and 11/2-inch (38 mm) Iength for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm )
length foi 25/32-inch (20 mm) sheathin conforming to the requirements of Section 2304,3.
9Corrosion- esistant staples with nominal/16-inch (11 mm) crown and 11/8-inch (29 mm) length for 1/2-inch (12.7 mm) sheathing and 11/2-inch (38 mm) length
for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.
10Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails
spaced 6 .nches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
111'anel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
2-282
M
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PRINTED ON CLEARPRI
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ORYTR VENT
R
M
01R AW fY
CHECKED
DATE
SCALE
Joe NO.
SHEET
®� �" 8HEETS