HomeMy WebLinkAbout40130321 - Plan\ P|./U I
I
I
I
I
I--r1 It
I
I
I
I
l
I
4X6
HDU8
1
--l
HDU5
----t
L
-l
.,]
tf -l--
I
I
..t4
11500 LBS
4X6
HOUS
rlf-l*u ?og(racr o-xr fourreAn 6FJ Pt-Ap
16
lr r )-^8
ADD T2)_#3 EARS 8"
APARI. '2rt /2" FRc[.l
ToP 0r s-A6. L=6'-o'
IYPCAL AT RIINTRAI'IT
CORNEFS
't'-
I
12
(7)-^B
L
EI
II
t otr-DlNtG b, Pt"krssA, C l. I
I
,l|l
lt
---l
T
I L
a/
,- -v-7x
l
+16 I
Itv-| .t /
I
IsI
I
tl
I
-t
F-0
1-4
F-0
___r
egv
6X6
-+
\
RIM 4X \
HDU8
4X P
NHOU5
tu/SIUDS ABV, (
\
2-2X4 S 4X4 14 \l STt
,/,2 '1,11
,//_1
SEE A8V.
2-2X6
4X P 7 6X6
HDUS CANT.Gro EA, END
I?.PflAL \9f fuDP llXr ?L)cJ
9()lLPlt162,5A.9l.z
F_A
2F
A I 't::::=
,{I
I
(
l I
lt
_oI 7'-J' I\7xV
I
I IL
/r
)----'t
I
hnVJrxt+ \YY\ EJ
I
22
2-4
1-3F-0
2-43t4x14SD2
1-1
t- I
6 J+
?
I
I
2 x S
X4
'A 2x4(1
I x S
2-2X6 S T 2 SEE ABV
.l
Nslt2/t.
?)6\N- Zp> Ft6? FRA+.t I Pb FLA+J
flulug INGA ,?L),N54,9t,3
ll
--ll-
U
I
I
6ol8
A]-ICN CENIIR OFa8. ffTlr ctj,lrER oF
rAr"L (ur r -Jl4J
AIO CENTER OF
CONCROT PTD
EXlslNG
sLrAa-o -cRlDt
FOUNOATION
sEE HOt0Ofrx-
TIENUF. SPECS,
FOR RTOI,IRtD
80LT SllrooFr
uII8]08_t0&Dq!
luGN CENIIR Of-AB WITH CEMER OF Iw^rl ru . 1-Jla') Je
l}.iD cEt{rER o/ I
CONCREII PAD ,
]
fXISIING
SI-A8.ON -GRADI
FOUNOATION
SEE HOLDOWII
r{ xuF. sPtcs.
FOR REQUIRED
80rT sTArlooFF
AICHOR BOI.T
ASSTUBLY
PER NGURE
8[LOll
(srzE PER O{rFI 8tL0 )
STEPPEO CONDITION
{t-ri€tlo rco ^iarii| ia(i
LIt!r) E,! s{r EDr Fr.. m Elu5D,q us
4. coaYfrlr sr. Gr ffi,r*-. !rr"rud,*.c-ElH EE lnc rlr r-o EMac lon}+ P.6r !Do' cff 5 er E 6irE
.). .6n .6D6 B(3) f,Y - dxE 6 Ecrc ffi E{+,. EE r !ri,., n ,sr-|Elrrdhrcfr[rrJ/!.ir.lmE o,Er ext .Er r/r. .E !/.'^.!t-r rD at.I @.f,'t corc'.
'rD.ni
\61 6 E |.Es nr !5 a.a rqGl5 * r ixE i.t !0-aD.r k r)l'. rcrfir 9& E E c tr, tltr y D .E
'/.'rur ea 6 drrr rE E: .D.rR a irr r4 e,r i.rf r{E . .[rrE i4 r u (!{). inD D g,_ e€rs!I @G rx E o. cr-+r (rl cr@ co.r.tL s ! . € l. 6,'.
't (Er lr.o r r!l' (E eofir 0-ro, .r.+ r.. & *!.r.rE m 9ff. EE ro Er{ ?rDr c z/nr
,o). a6 '.rdre l! rD r EErr} tu 'u EcB erD rt,morr agrEl Eqt.uI crulE roi{ 'rxn B
rr). rr.ca no6or ao/fr roc6 io{E * E rEI! M iFr cc,6uI!,o,.cdA!lrBu.Eq.r{oiooB
ANCHOR BOLI
ASSEVgLY
rNCHOR ROOll55r. Gr. J6
PI.^TT TA9IIX
F1J6
(
3
PAD
A RETROFIT FOR ALL-THREAD HOLDOWN BOLT
I
lt
.il.
--+I (9
..l
t
iil""
I
I
,l::..tl
I
aq)
=l-i@
^C'
5rhGa
o
l.
t=
'o
-oCD€
olhh>
z<?
c)-z
Qa-
_-{ < ra3gd
c)<-YOrrl-:.1z?a
Qiur
m(]
AS REQUIRED
=@
aL
=_l'D l-
OTZor
u7
:-o.:f-.Ijo
Tr't-
I
t
a
I
o
@
-oo
II
C]I
<=zaC>
conz
E_O
Itn-u
c)a
a
Jz.c)
oz
u
z
=
az
4I
7
-to
T
-o
_o
z.q
aoz,
=
-.1o
F@
a6)
g
@
o
fz
z
-
U)-t
6)o
d"r;aF
p-;<-Ea>=^<
="; o6>e.9
< al2& sEr-o tridq s-"-- ' rna ()>Id EHAO vtno
n
IPt-ra)z
5
E:E= EE Eg== B *9 B E
dEH I gE 8ii; s E4 t l:
x=:; ;x a;;; X Ea ; F9E=l >- #u:e E aZ I'
aBpi 26 ? EZ'= =1 P
gs$e=P= ?f;E;EE
E=fi8 E; I=.. i E; H
=::: E- E>e'g #;= E
=?AEgi- zE;eH
6i3= E. L-"8 a
=a+ i IE 'Z -a4
xze='i.- R -e PE;g:5 = El8,,.i 6X : = 4
=Eo _tri -r _i _r,,# - x_ P fi "- . > L4)+EE=? : E<=z ^o ..J
=-o= 6 iri A 92n- ad =
:iB
nz
h
li
F
=9
TD
oozoTm
m
!m
I,o'Tl
{
mx
U)
-{zo
@l-
(D
E
t
s
I
l-
lE
\
\2
8of8
#4 AT 16,' O.C. TYPICAL AROUND ENTIRE(usr srupsor "sET-xp" Epoxy ADHESTvE
TO BACKFILL HOLES SOLID. EMBED MIN. J-1l2" THICK CONC. BUILT_UP
SLAB ToPplNc w,/#J REBARS AT 16" o.c.
EACH WAY AT MID:DEPTH OF SLAB OVER-
POUR. PROVIDE 1/2" IO 2" OF CLEAN
COMPACTED SAND UNDERLAIN NEW SLAB.
PERIM ETER
DOWELS INTO EXIST G CONCRilE
ESR-2508AS INDICATED.)
NI
HOUSE
SI-AB OR
GAR.CURB
rcc
J
8
(
E
1 CLR ELASTOMERIC
CAULKING
GARAGE
S LAB
$
4 DEFORMED "1,, SHAPED BAR
OWELS AT 16" O.C USE SIMPSON
SIVE TO BACKFILL''SET_ XP " EPOXY ADH
HOLIS SOL,D. EMBED DOWELS 2_1/8"
rNTo EXrsTr\G c0NCRfr-E.) tcc #tSR-2508
_tr-_-_____:::-_--:---_::::::::::::::,b
xoiIi! A'{CTIORS/REBMS IUSI BE UN}SII]REIOFoi 4a hRs. rfraR Nsra r nolt
2. COMICI EIqIIIA ffiQ,r AT Ilrlt Of
COTSIR]CTIoN ru IIIPEFIIURE IS I{OI
8€rtEDr 45'f & lto F,
.1. Pno/Dt sPEq I iGPECrpx. PEF StflloN
1704 r 1705 (CE mrJ)
4 -MrN. I lc) of c0 c = PER P[Arl
-utN cb{c co[R ro E RrH i'
-vlN. COrlC. COtrR TO A roRlfo toct- 2'
-w^TER-Ct!€[ R^rO (rW)- PE PlIn-tl l. @ CRIIE SrUUP- a'
5 ROI,GHEN O(EIlr,E CO,TC8EIE {}l/a'lAI coafilcl $lRfrc! curr. glRfra,
rRor o(!es l,s[ uo[6 rGExT lrconrcl grRfrc€ EtIr€EN g6'IlrG
Al{0 llEY cor€EEtE
6 fINI9I TOP Of N[tI CONCREIE FIUSH $IH
srRFrcE oF AAJOiti[rG su8. to \ERI]crI
OEVIATIOI S PEilrIIID.
|ATCHID ARE{s DTOrlT! E(EIIIICr0!mAIE.r.
c CONCRETE SLAB TOPPING AT EXISTING COND.
I
I
I
t
f-,"*l'
I-elrubl -|
I
I
N
sj
$
6
-
I
@
G)
D
6)m
a
t=
--.1aa
)
I
T
6q
ZE
3F
o_o
=
B
-
I
=
I
c
U)oN)
I
I
I
---T--
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
l<
IF7L-./
I
I
I
I
I
I
I
I
I
I
I
,x
I
I
)
7q1
Option One Engineering
Dote
6Let(o- ?dab
o zd)\/wA**
Job No.:
Proiect
l1Ea4 tJo. l,
A,oo r'rrn"r 4*wr
4gTtrc*lTDEx{sflF8
W?rfr"tr:rAtL €ti
lN{A{-LEP Ir.lstAt-tre
4rb fosrHrrf Hor-oororr
?*N vtrul
4LTY*ff D€-1HL
lrrs
I
I
I
I
I
(
IrI
=rt7
Zo
-
Aon-o
-o.)(oO
-D
n
a-)-
7)--i
-trr=+
rrl C).\ X)O-rriO- -U
f= aZz> --'1
aI r'lz
-u-=5
r'1 o-'- ><
O:- -D
E3-g-z I
-a(oO
-E
r-'l/)
a
TIT
-!
-z
c)I
)4--l
-D-=+
f O'\ ><
-o323
E=-2zz
O
nz.
O-
=P.D
a
-u (,
'Hz
'p lJ)
T_ TT]>anz
l>
l=rrZ
.-_-_-,]
I
-----J
E=1
I
__ J
I
=OTN}
r-i l! =,Dv -E
sE?3
-) ,24i=.
? * -.-=e)z - '
-\t(oO
-o
rnn
a-)I
n--t
I
-. t-
/
=::
=
=
I
=orrt-r
T-p -.,
() ,=1-=.Z * -.-=\)Z 1-
=--
J.c,
V
Z
Pz
-o (,
'Ez -oa
'Hz
(,
:-- lg?4?+r'.l.
= 1=t<,a 4 z
^t <-
=ExB: R;-z*'1
-D IJ)t- Fl
Z
-DA
'Ez
1:= ara;
-ao-Y U')t --i
Z
@!
l@
-J
!O)
----l
t:= 5x]\xi-i|r-
_i/ u)I --r
z.
-l)
-,1
I
q
c_
-l
T?rrz
-u (,
'Ez
o-m
a
=U'
c,
m
U'-m
a
oC-lLom
o)
(,
(,
zG"(oOO-Tl
u,-m
u
2Ion
t-J
C"-m
f,
oc-l<t
E
llr
rtr
o
oo
oz,
-o
Io
€z.
-{
IC-
C)mz.
=1-r
CN
l
7ll
I
l
I
I
il
it
L
I
I
l
I
f-4i l
=1
;]lt
z1__l
lt
a
{
6
N
I
!oDC)
-
Aa
<
I
I
I=r
@
=
tfL
$V
@-
LEBA
EKzb
4X6
\n
G
<Y
--o
I
aU(,1
N
I
N)
t--
drnAZ
4=lx
ot=
I
=
\,
I
Il\)
I
I
bfr1
Option One Engineering
VTNqNA \NALp Dote
d-atu-?/fu(?
'?ol
Job No.:
Proiect:
I-rEpi r:o. Z:
N"Ulbe
- deENlNX, L
IrJg&trfs)
?ar
+"4
-l
Mb,+
TPri,rM9B
terpoerr nnl
ft6l-DC,^r^J PEg
ftrAtL 3-
?trl
Pu*r.l v tgr,,.l
,ith€{ EoPo?EdrF{, fD },Cc6rvtoplde ??twrt lbUpOr.rN]
l.$f,Va?ff W-{},tL
a
xrX
a
XIXXX
I
I
I
I
I
I
I
@ Mfg
i
BASIC CONDIT'ION -t -r
POST PTR PLAN
CURB COND.
HOLDOWN PER PLAN
CENTERLINE OF POST &
HoLDowN (1-3l4" MrN.)
H.D.G. ALL THREAD ROD,
PER CHARI BELOW
o H.D.G. BEARING PLATE,
NUT AND STANDARD CUT
WASHER PER CHART BELOW
MAT COND.
PROVIOE "S[T_XP, EPOXY
BETWEEN PLATE AND CONC.
FOR LIVEL EEARING SURFACE
NEW CONCRTTE POCKET
MIN, ].' COVER ALL AROUND
BACK FILL WITH COMPACTED
FILL AS REQUIRED PER SOILS
REPORT.
IEIESi
l. ITATERIAL SPECIFICATIONS (STEEL): sprcxr NoIL
ANcHoR EoLT:
^!07
toc NUTI 4!!! ES ffi Hffi#"$|gl8 S"ffiEfirlffim
EEARINC PUTE: AJe tr IVASHER: F{,6 H}C ()cq.r8flt0. coMrcl trreNEtR tr REcOno r
2. MrN. AxcHoR EDGE otsT^NcE - 1-3/1' * *r,F.ff *-1m *
"D'MrN. CIEARA}ICF r0 P.T. IELioON = l-y4'
5. MlN. f'(c) 0F EXISTINC CoNC. = 2Jm pd
4. SPECTAT TNSPECTToN rS RE0'0. PER ESR REPORT AND CEC_IJ SECTToN 1701 & 1707.
5. THE CoMmoUNG VALUT FoR HD/EPorY/PLATI CTPACTIY lS SHoWN W]TH EOLO NUMBERS.
6, TPOfi MUSI 8E UNDISTUREED FOR 4E HRS. AFTER INSTALLATION. CONTACT ENCINEER WHEN
AT NUE OF CONSTRUCTION IHE IETTPERATURE IS NOT BFrlVE 15'F & IIO F.
7. FOOTING BM)ND AND SI-A8 RANFORCEXENT NOT SHOWN FOR CI.,ARITY,
MISSING
HOLOOYiN
STHDlO,
HDU2
sTHo t 4.
HTT+
HTT5 HDU5 r-r0u8 HDUl ]HDU11.
HD I9
REPLACEYENT
HOLOOWN HDU2 HTI4 HTT5 HDU5 HDUS H008 HDIJl l
&
z
(-)z
O
ANCHOR
DIAMETER
5/8'3/8's/8's/8'7/8"7 /8'1
ANCHOR
MATERLA].AJOT AJOT alo7 Al07 AJOT al07 AJgJ Gr.B7
BEIR NG
PLATE
2-1/2'fi
3/E IHK.
2-1/2' {
J/E IHx.
2-1/2' 50.
3,/8'IHX.
J-rl2- S0.
J/8'THX.
J-ll2'S0.
1/2' IH,K.
J-1l2'SO
1/2' ',t{K.4-1l8'S0.
1/2' tHK.
SPECIAL
INSPECTION YES YES YtS YTS YES
HOLOOWN
CAPACMY 3075 rb.{2J5 tb.5090 tb.56,+5 tb.7705 tb.9230 tb.fi 175 tb.
PLATE
CAPACMT 5400 b 5400 rb 6500 rb.r0500 rb 10500 rb r 4500 rb
RETROFIT FOR MISSED HOLDOWN (UNDER-PIN)
7 otl
rrE|.4
Noz,
+
t I
I
I
YES
5400 tb.
3
(s
o.t'
-.9
-+t
8
\f
E9E$
5ffi
u$b
1'
,
$-&
s
ON)
o)
od rflaz.
4i
@
;i
I
q)
N)
IN r-nz--ltq
I
I
I
!
=
@
I
D
ilE=
zr\I cjl- Iv 4X6
I
tlNIEl_rY-
I
rt
EEc)a
I
I
zr\
\l--,/
tfEMrJ3.3
MN MIN
SHEAR WALL
GOI{D|TION
1-3 4
NOTE: 'TITEN H0' NOT
ALLOWED AT SHTAR ITALLS -i MtN 7
(
5/
A3
S,,DIAMETER
07 AII_THREAD ROD
xY-|erNTERr0RI c0NDrTr0NSIMPSON "Sft-XP" EPO
TIE ADHESIVE.
SPECIAL INSPE
(ESR-2s08).
CTION REQUIRED sua coNp.CURB COND.
MITD- SILL ANCHOR BOLT NETROFIT SCHEDIILE',"",,U"
SHEAR-IVALL
I'PE
MIN. 6. WIDE CURB
CONDITION
MIN- 8" WIDE CURB
& SLAB COND.
NON _ SH EAR ONE_FOR_ONE ONE_FOR-ONE
P6 TWO_FOR_ONE TWO-FOR.ONE
P4 TWO_FOR_ONE ONE-FOR-ONE
P3 TWO_ FOR _ ONE ONE_FOR_ONE
P2 TWO_FOR-ONE ONE-FOR_ONE
P2o TWO.FOR_ONE ONE_FOR_ONE
CONTACT ENGINEER CONTACT ENGINEER
PP2 CONTACT ENCINEER CONTACI ENGINEER
NO}'I. SHEAR
cotDrfloN
MIN MIN
r-3 1-3 4
NOTE: TIITN HD' 0NLY
ALLO|IED AT NON_SHEA8
CONDTNONS.
+-i MrN. 4lf
5/8" DIAMEIERJ'trtrN so" HrcH STRENGTH
CONC, SCREW ANCHORS
(
I
I
I
lerNTERt0RI c0NDrTr0N
BY STMPSoN (ESR-271J)
SPECIAL INSPECTION REOUIRED.
PROVIDE ONE NEW ANCHOR FOR
ONE MISSED ANCHOR (1:1).st.AB co D.CURS COND.
IPIES
1, GENER{L DESGN TSSUMMONS:. rax. f (c'| oF COE - 25fi) qd. ' IIL I 2'r'l 2' FoOIIE. cR od'oornElE co.flrmr{ . rrt 6' rD€ qn8/sltI
2. MlN. ANCHOR EDCE OSTAICE - l-\/f
MIN ANCHOR END oISTANCE - f
MlN. CL"EAR NCE T0 P.T. IENooN - l-Vf
. Tn|D-POUR
'SOCT'orE
3. 5,/8. DIA ,ALL_THR'\o. A D 0R TmN H0' rrusr BE usED To REP|ACE ulssED 1/2',0R 5/E' DrA
},UD-SILL ANCHOR 8OLTS.
4. SP€C|AL TNSPECTToN rS REo'D. PER ESR REPoRT
^ND
CE9_20I1 SECTToN 1701 & 1707.
5. RETRONTS ARE ONLY TO BT USED FOR SILL PLAI! SPUCES A}IO UISSED SHETR WAI A}{CHOR BOLTS.
RflROmS ARE NOT T0 BE USEo T0 REPIr\CE A|lCHoR BOLTS AS PRESCRIEEo PER CBC SEC. 2J08.6.
6, TPOXIED' AI.ICHORS UU$ Bf UNDISTUREEO FOR 4A HRS. AFTER ITSTAIIATIOX. COMTACT ENGINETR TIHEN
AT TIUE OF CONSTRUC'IION IHE ITMPERATURE IS NOT BETWEEN 45 F & I1O F,
7. RETROFITS TO COUPLY IYIIH DETAIL 3AI' _'FASTINER NO CONNECTORS IX CO}fiACT WT+]
PRESTF/^TM_TRE^TE' A'{D NRE-REIARDA}'{T_IREAIEO IYOOO',
8, OEIAIL APPUES ]O ?6. THRU ?2O. TYPE SSEAR WALLS ONLY. COiITACT ENGINTIR FOR OOUBLI_SIO€O
coNDrnoN (i.c., 'PP3' 0R 'PP2' TYPE sHErn w LLs).
9. T}o-FOR-oNE INDCATES Two NEw ANCHoRS FOR ONE IISSED,AIICHoR (2:1).
}]1n_e+
MtN.6"
2 RETROFIT FOR MISSED MUD-SILL ANCHOR BOLT
1-3/4
PP3
@