HomeMy WebLinkAbout026-1290-13-000Wsconsin Department of Commerce pRIVATE SEWAGE SySTEM
Safety and Building Division
INSPECTION REPORT
GENERAL TNFORMATTON (ATTACH rO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (tXm)]
TANK INFORMATION ELEVATION DATA
TANK SETBACK INFORMATION
PUMP/SIPHON I NFORMATION
County:St. Croix
Sanitary Permit No:
584770
State Plan lD No:
Parcel Tax No:
026-1290-13-000
Section/Town/Range/Map No:
22.30.1 8. 1466
Permit Holder's Name:
Roberto Rodriguez
City Village Township
TOWN OF RICHMOND
CST BM Elev:lnsp. BM Elev:BM Description BU t 6iT
TYPE MANUFACTURE r *r,ITY
Septic U I ,
t Z
tleeinr6.'rL-l"l-
Aeration J
Holding
TANK TO qd,I WELL n8188i
a
(y-!r, Air lntake
1tfr*'^-
ROAD
Septic
6.1 Nh v,e
3lo r
I
ill,dDosingNK
Aeration I .-_Holding
ELEVBSHIFSSTATION
/64, t4 ld1,lt IBenchmark
l,zx fr,fl?AIt. BM 6ll.* 4 ,\.tJx,,J
a, Z74.87 .flqa,
160.,r.*r-l ,
Bldg. Sewer
(Jatcl^a
a
a)
?,5 ?0.0{SUHI lnlet JI
7,b31 ttf 1.1
7,6 '?u3?SUHI Outlet
\- a
Dt lnlet
\\Dt Bottom
q{,741,t ,
Header/Man.
7,4 il,24Dist. Pipe
le ,'l 1t,4Bot. System
r,g 19,4FinalGrade
{,4 7?.81St Cover 4t,t r- (/..o.ro^
\-/
(
Manufacturer
-
nd
PM
umber
TDH Litt\ction Loss T"(-Ft
Forcemain Length Dist. to Well
l''o
lnside Dia.
\
uid Depth
\
BED/TRENCH
DIMENSIONS
width a '4tt4o ''gs.rlkaNo.PIT DIMENSIONS\No Of Pits\
SYSTEM TO P/L t BLDG WELL LAKE/STREAM ,(
,"0",ru'.pr-5t,
SETBACK
INFORMATION ,%"1.J:I{_,.^ r[b Nfr ^/k
LEACH]NG
CHAMBER OR
UNIT
IU f o{\o
Holex Hole Size
\
,a
oi^ I
Header/Manifold
Length_
Distribution
lI":',n\ oi, \ sp,"rng\
SOIL ABSORPTION
DISTRIBUT!ON SYSTEM
SOIL COVER x Pressure o xx Mound Or At-Grade Systems On
COMMENTS: (lnclude code discrepencies, persons present, etc.) lnspection #1: lt 7 lnspection #2
F
fi:il J::il:::'k,F co,,{-\-
2.) Bldg sewer length = 72 J-.
-amountot"o';
lit( + Ga^ l{*r-
ac4 alErr,
OFa.beJ ou.)
Flor.^Foon*
br;l( r*h-
A1O
'+o {rJ.
g
Plan revision Required? [ Yes E lto
Use other side for additional information.
sBD-6710 (R.3/e7)
xx SeedediSodded
\g+s E ruo
xx Mulched
Qe" E r'ro.bBed/Trench Center
Over
\
Depth Over
Bed/Trench Edges Topsoil \
rc< Depth of
Date
{'t ot
lnsepctor's Signature
r+zb
Cert. No
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llAY 0 5 ?0ts
f,l'fi,[?'il#t8il;
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Safety and Buildings Division
201 W. Washington
Madison, Wl
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1
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P.Sanitary Permit Number (to be filled in by Co.)
584270
Transactron Number
/uk
StateSanitary Permit Application
In accordance rvith SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for stateowned POWTS are submitted to
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary,
p!{pgsel!! accordance with tre Privacy Law, s. 15.04(lXm), Stas. r
Information - Please Print rmationI.
F;;
Address (if different than mailing address)
19 laq+ st
Parcel #- D6-/9/o.B^oM
s Name
City, Statc Phone NumberZipCode
€tr e
Property
I t J,7
PropertvLocuion Ja.3 A. i8. iV Lb
Govt. Lot :
Z;'r %, section 9J
, 3o *, * N,,;:b
Lot #/3
Block \-/
Subdivision Name
I
C,
D city or
D vittage of
Baown of
II. Type of Building (check all that opply)
pt or 2 Family Dwelling-Numberof Bedrooms
E PuUticlCommerciat - Describe ,r, **
D Statc Owned - Describe Use
! Diot, Cr-fe P
Er:CSM Number
Nrs
III. Type of Permit: (Check one box on line A. Complete line B if applicable)
A -EI.New System
-r-
I Replacement System fJ Treatment/Holding Tank Replacement Only fl Other Modification to Existing System (explain)
D Permit Renewal
Before Expiration
List Previors Permit Number and Date lssued
tt/ T^E'L*re{z:.- n I
B.E Permit Revision fl Ct*g"ofPlumber f] Permit Transfer to New
Owner
of POWTS ent/Devicc:eck all thatrym
ain)
24 ofin.soilsuitablenPressurizedn-Ground At-Gradetr,PressurizedNon-ln-Ground MoundD 24 ofrn.soilsuitable Mound!E
iceDevnPretreatmentn (expComponent,explain)
t Area Information:v l/Treat
System Elevation ^ Iqr4-8.+Design Soil Application),)
Design Flow oisversatlfiea xequ ired U, /Dispersal Area
?/G
nonoyl60
Capacity in
Gallons
!Xr,Yl)\J6rU3
cni
t()
c/)
9pE()
(J
(4
O"
VI. Tank Info
New Tanks Existing Tanks ,lp"ul,L 623
Manufactlrer g
.o9-€()EE&d
Total
Gallons
#of
Unis
)tr xSeptic or Holding Tank ,\l, oor)
Dosing Chamber 7
VlI. Responsibility Statement- I, the undersigned, r+sume responsibility for installation o[the POWTS shown on thc attached
Business Phone Nr
\4-{J(-
umber
rl5,t
sS MP/I4PRS NumberPIName
s
ip Code)
lt
-5-
tlt l? - b1- yiST
V artment Use O
Inn*r.o Permit Fee I Date lrsued I
, q6;,ool s/zhltb
disp€rr. ;,r cell rnust all be se:iqes / rna'tnta;ngg,
ec p€r managelnent plan pro'ridect by plumber.
2. fl lffi nquint!;tt,Ftft.lc naintairbdrf fdclShd/crdmPo.
-W,".r*/J
bor*0 J"tas,
Arl^'xaaz-
AA.\^.rr J.,r"-' 'v
aiZ. tho*ht{.
c"AtI
I An
Ix. co n difdtj"Hfl,ffiUEffE;pnnp fo1 Disapprovai n Dl,
.{-lZ_/a
rnd submit toAg,P
the on ptper not then 8 tn r ll inchdin sbefu €!,eil tr\D*ta-
4.ctean ad t- isulv-,c-/^
G^0
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sBD-6398 (R. r l/r r)
Attrch lo complcte plens for 3yslem
I p aueu lq El- l-r-5 I
6Et- n
*0",..tY,&)
*,
s
Holding Tank
F io + PL.^ ?e
BD' go'
)060
A
,t
EJPu =s,tietD S"f
q D n necliont,ci
I
$'-3cI
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ic,\ler
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Project Name:
Owner's Name:
Owner's Address:
Legal Description:
Township:
Coung:
Subdivision Name:
Lot Number:
Parcel lD Number: '
Designer/Plumber.
Date:
Wananty Deed
CSM or Plat
Attachments: Soil Test & House plans
License Number:
Phone Number
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
a
l/l(
.0
Vb
Itto
t?t
Page 1
Page 2
Page 3
Page 4
Page 5
Page 6
Page 7
Page I
Page g
St. Croix
lndex and tifle
Plot Plan
System Sizi ng&Cross-section
Filter Specs
Maintenance lnfo rrnation
Management Plan
Cty Septic Tank Maintenance Form
n
Signature
component Manuar for powrs versron z.o sBD-ro7o$p (N.or/01)
Designed pursuant to the ln-Ground Soil
Page 1
1-
,
a
L
o Fto+ Fhn ?P
T,P
8n. lon4\leg )A
Pus:l[)e
tD S"f
q.DhNec
tclI l;rn -70,
2D
gi
ge
Bo'
a{'
B3
D lroDo
S
Fr ttce
S\"p
NA
\9
tol
qPt;co
S\,sttyrn tu b. P)aceJ frelrteen
,/'o- b' iu 0ep rh
gs,g - 93,{
o
I
P3
4' Schedule 40
PVC Vent pipe
With Vent Cap
?f,s
/' og,-
ft
Final Grade
b
Leaching
Chamber
_>fs,v - %,y
<_ft- System Elevation{3rtft
3 treue/rs F 6{ ft h//F^Js
ft
-L rt Vent Or Obseruation pipe Leaching
Chambers
E< il**ber:* ?' = )t0,. s treuc{, = 6D''11 LharJN*ydD = ?ta
3 P<,'"s Ea ls u' , J
tata 1 ?ts
'vt'r
Trench 1
Trench 2
4'Dia.
Header
?, r,1
b
o
Soil Application Rate r ?0/, E;SA = g< Chambers
(Sra d 4..
] rows of
r
t<chambers each.
Manufacturer And Model
EISA Rating I O sq ft per chamber Soil Apptication Rate ,S gpd/qq ftglO spd Desisn Ftow + , g
Page _ of
)
5
,
PAGE '€*+-lnground Gravity Management plan Wit
IIPORIAIIT:
The gtflne 9f qb-!!q{d sratlty sysbm shall bo r€spoft$bb br its p6rp€t al operatim and rnainrcnancs prrrsuant brcquirE lrents d sPs SEil3E [, wsc.'A.tnin. codo. prirs,ram o sps s8i.sa izl'1,i".. nairin.'ioo", t i "wt". *,"rrbocons r€.odahurnanhelthhaarurnotmaintarmolnadilmane"rurnri-6i,i-roG,idiii&-ementAan.
FuluEnmr€' all insp€don and malnunanoe anvlril sllarr u. d"rurrn"o ui a #.tir.o'irqtfu Jnj11.1., tnaccordance with SPS 383.52 (3), Wlsc. Admin. Code.
taximrm Dlrocrsal Arca Oocredno Limlts:
Decign Flow -gpd; B(xlc sam mgl t; Tssl s 150 mgL-r; FoG s 30 ,ngL-'
lnspcc{on Chccklbt NSPECT EvERy 3 YEARSo type d useo ag6 dqE emo rulsanco ffi(s (i.e. odo6, u$r comddnts, etc.)o m6chardcal mdfunctiar (i.e., pt nps. vdye1 syi6h€s, fioetsr e{r.)o materld fatigr.ro (i.o., leaks, bGaks, cfirliion, efE )o sdiG vdtme in ana€rot ac t€arner tank(s) and ;ry dsfiltuufi appunerEnce(s) (t.e., disfiiDutim / drop bo(es)o rrg €ct c improper us8 (ia., excostlng o*ign calrfoses. prouttdir acmlu*, ';Ar- ' -
o exter d pondirrg ln disblhnim odr pior to dcsngo dogrE rnoguhri06 - r appficaute (re.. pump re-doing, ioat s{,ihfi seflings, efc.)o electricar components - if eppricable (r.e., wihng, d:nnjitions, s*ruttss, d,#os, ilrnes, anrms, etc.;o disulbu0m lahrd o leterd orifico pft.rgglng (m-;6ure tateret distat prEssu,B - cfiA;]g d*ign spdification)o $rface disctE,go d effuent or senage-aaa<irp inO stucrurB served
Name of indlvidual or company:Thomas Wang Prrone: 71M25-gg5g
Local gor/€rrment c#jc COUNWZONING OFFICE Phone: 71il 4drl
Local govsnment unit address:son. wt
&ty defiedn e part of this sysbm- shalt be Ispaired, r€ptaced, or GmovBd prrrsrar b sps 3E3.51 (1 ), wsc. Admin.code. Ropoir or rophcoflr€nt of failed or malnrnaioning @nponBnE stEli oonrply wffr spS 363, wisc. Admin. code.No produri br.cfi€rilcal or physical t€storation ot tre Fowr's may be used unieis +goveo-uv tre oeparm6nt inaccordanca wlth SPS 364, Wsc. Admin. Code.
Gontnoencn Plan
ln the oveflt lhat any failod tr6atm€nt compon€nt of this PoWTS cannot be ropairEd, it shell b€ roplaced pursuant toa.dan submitted to the approffiaE agsncy br revlevv and approral. A faibd iirgrouho oispeIset 6onrpon'ant may oeabandonod and r€placod by a code-cdnplylrB rtispersal coniponent ln a predermlnsd aira of suitaua soilst
Svthm Abendonment
lf lrsa of this Pol,\rTS b (f,s(urtinued, it shell b6 abendon€d ln acco.dance with Sps 3E3.3g, wbc. Admtn. code.
450
khirmrp Clrcklbt tAtitTAtlt EVERY 3 YEARS (or tlhcn !roc.!s.ry)
o li!ffc ?d qg.. q0H3) $dl-b3 punpod by a cortflGd soptage so.yljng opersbr flconsed und€r s. 261.4E wb.s18!8. ulr.n ot. volum. or rorc rr dto tril(3t crcocor'onLart tinj 6i trq,ili-r6LmG of th. tlNr(3r;6 rtqrrrd by tocaa odnelr. Dtrpel d EidrrtB $a[ bo pur$mt'to ttn r is; *Lc. ecnm. CoOe.o Eflftli4 flqrt l shall b6 irEpected .rr.ry g y.rrs ard $dl be dsanod utrt naoErary to Enoro anyaccumdabd solids accorditE to menufiacfugds.specillcadons. A servldng pedoa d1-&vs 56 glabr'$an rzmonths.Q'll Lao[ 3a(
syttrn-ntalthn nc. ttport .ltalt bc auunttlod to 0r. progar toc.r go{rmmffit unlt an lcco|rt]tc|t utotgPs tt3.t6 rrLc Aailn. co.lc. R.Dort ry oilroon ri triirrc or rmrtrncdon !o:
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owner/Brryr- AUba^?O-
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(Verification from Ptanaing & Zoning DlpaftnGrt for ncw conetnrctbn.)
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sYsfEli MAIMENANCE AlrD OWt{En IIRTIIICATION
Ilryropa uc ud mfuhmrec of )our lcptic oyltcm cot dnsult in i6 pralmrc failnrc o }ardlc *as-tec, Pmpcr
ErirE[occ coiEitB of pryhg ont 6c lcptic Ed( cv6y ttrlo Fan or rooncr. if aoodc4 by 1 licoEod purpcr. Whst ],ou put ifio
&c ,le c.a rftgt &, fir'cfio otrdrc rGPdc &lr rc r EoatuEr figo i[ tho wrrE diFos.l ryrfcrr. Owna nrbtamnccrrpor&ilitia rc qccifiod in $Com. gls2tl) 6d in CtryE l2 - Sr clroix Comy saey Odhrec.
Ih?lftportyowcrgrG to tuitb Sr Goix tuy nuing & Zdfu @ r oarficdobm. dgEd by ttcowrrdbyrrffiphrt6r. j.nlu ,msbrrltGr,flrtsicbdphde cr licmcdFr4cr vcrirying thsr{l)lhc orFriuvraerrtt dirpol ty6tcm b i! pmpcr opcntiag coditior and/or (2) !frcr iupectiqr dd ErrryfurC (if rrccscary), tlc rcptic tanli is
lcec tten 1/3 irll ofeludge.
I&!. fu Eid..tt'Ed by? lr dlho Sou. ragfurr rdlgrcb! .'rin thc Fiy& rcup diryEl rylto wfitltt?rcrsffi re eaL hcia. r. r* by th Dcprrmr of C.rorscc od rb DqlEr oflrr-url'nrifrEdr Sbl! ofwimb.CcttidcrthortdrBttcywxnt& s:t!6lnr ba'rm.*cd u*to coqet U tttmd b tb $. Guh Cootrty PlEoing &
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IrgBcc(tiryfudl damrmlhb foror!tr!.b&.bcrtofry/orfDrvlcdgc, yro m/nt thc oma(c) of frEpqzty dc*r&d 6or, by vifif of f rrracy &cd rus&d in Rcgir.r ofDc Ofrioa
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$r15y iafo6tira trt i rlrqrc*cd cynrls b ttc rottiry p{Dit bliq rlt obd by 6c Philt & ZooiDg tnqt'rt.r r..
Inclrdc witi fh! rylir:rtnn r rBordod stmffy dacd from ltc R4irce of DecaL O,lfcc rrd a copy of thc ccrtificd anrvcy ruap if
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WisJnsin Departrnent of Commerce
Division of Safety and Buildings
Attach complete site
indude, but not
p€rcent slope,
Pcrsonal p(ovide may
in acrordance with
PORT Page of
,)
Boring #n e"nns
EL pit Ground surface elev Deptr to limiting t"ao, ,// O in
/3tt ^
ft.
Bodng #Dtr Groundsurface "t"r.
(0f, O n.
Boring
Pit
'Effiuent #1 =2n and TSS >30 < 150 ' Effiuent #2 =5 30 rng/L and TSS 5 30 rng/L
Depth to limiting fador
>305
Parcel l.D.3-cuoo',/
Property Location
Govt. Lot 5 IDNR E WtrA^
114 S ZZT,
Property
Lot #
/
Block #or CSttl#SUM
/t/
Orne/s Mailing Address
City ! Village
GPDCode derived design flow rate
J&
ft.
t
Parent rnaterial
Creneral Conments
and recornmendations:S cz- b *rert lry'-" flo t A/4/)
Flood Plain elevation if
B-/
! Replacement
New Construction Use:fuesidential / Number of bedrooms
E PuUtic or,gommercial- Describe:
A/Z-tT--.ccak
I
Soil Application Rate
GPD/ffRoots
'Eff#1 | 'er*z
Consistence Boundaryl-hizon Deptr
in.
Dorninant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
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CST tlame (Pleas6 Prin0
Bird Plumbing, lnc.Shaun Bird
CST Nunber
226900
Address €
1008 192nd Ave, New Richmond, Wl 54017
ation Conducted Telephone Number
715-246-4516
Qate EvaluK'l g --/-\
SOIL EVAL
less than 8 112 x 1 1 inches in
horizontal reference point (BM),
print
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! eoang
EL pi,
Boring #
Ground surrace "t u. i 00'0 n.Depth to limiting fador
Boring #Boring
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Page of_
?.-/8"
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tr Pir Ground surfuce elev.
-
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' Effiuent #1 = BOD" > 30 5 220 trtglL and TSS >30 5 150 mgrL 'Effiuent ff2 = BODs5 30 rng/L and TSS S 30 mg/L
The Deparrment ofCommerce is an cqual opportunity servicc providcr and cmploycr. Ifyou need assisaance to acccss services or
need material in an alt€rnate format, pleas€ contact the depanment at 608-266-3151 ot TfY 608-2U-8771.
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Tbc Dcpartncnt of Commcrcc is m cqual opportunity servicc providcr rad cmploycr. tf you nccd 88sistsncc to acccss scrviccs or
nccd matcrial in rn alterutc format, plcrsc contact thc drpwtmcnt at 608-26&3151 or Tf'l 6Ot-26+8771.
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Soil Test Plot Plan
Proiect Name Roberto Rod rigez Shaun
Address 353 Fox Way
New Richmond Wi 54017
CS #226900
I Boring Q Wetl PL Property Line
\ nU or VRP Assume Elevation 100 ft.
System Elevation TBD
Lot 13 Subdivision
S 1/2SE 1/4S22t30
414',Line
Scale is l" = 40'
unless otherwise
noted
Date 3/1 3
Township Richmond
County ST. CROIX
Top of Steel fence post
Lundy's North
N/R18 W
*HRpSame as Benchmark
I 00'
25',
l0'
Pockets of
poorer soils
99.S',101 'B.M. X
66',
Area of
inconsistent and
some poor soils
20'
Drainage easement is to be
properly staked before
installation
Drainage Easement
Property
Line
-*
Wsconsin Departrnbnt of Commerce
Division ofSafety and Buildings
7
rA, Iali\r-1JAN
O
SI. CR orxzo'/V
EVALUAT ION REPORT Page of 3_
Cotrnty 5+,L
Parcel l.D b:#r o?bau.4U lva
fl/aflos
v Date
(
Property Location
Govt. Lot -f u4jfu , A&NR
I
E
Block #r5Prooertv O,vne/s Mailino Address
2 0/ /v/A s/S
/'
Nearest Roadtr c,tv D vt
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a,l/?l?2,ff
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ft.
J
-{a/?4/UJ-LL-
Code derived design tlon rate/ Number of bedrmms
7;ryelevation if apPlicable
'r.lr/x)c/e,*rAi'^t ??,8
*00
NewC;onsrudion
5
D Replacement
Parent material
Generalconments
and recornmendations:
I
in \Ms. Adm. Code
Attach complete site plan on paper not less than I 112 x 11 Plan must
indude, but not limited to:verticaland horizontal reference point (BM), diredion and
p€rcent slope, scale or dimensions, north arow, and location and distance to nearest road
Please print all information.
Pcreonrl information yur may lor sacondary purposos (Privacy Law, s. t 5 04 (1) (m))
Bodrq #!
E.pit Ground surhce elev @,b siTz wl tl bz
Ground surface
'Efiuent #1 => 30 5 ?n WL and TSS >30 5 150
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and TSS 5 30 mgru
v
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CST Nunber
226900CST tlame (Pbase Prin0
Bird Plumbing, lnc.Shaun Bird
Telephone Number
715-246-4516lOOB 192nd Ave, New Richmond, Wl 54017
Date Evaluation CoAddress
/-
'Effiuent #2 = BOD :30 nEA
ry
bor{tate
*
Property Orner Parcel lD #Paoe of
Bodng #
Boring #
Pir
rE
Groundsurface "r"r./O/, / o. Deptrtorimitingfacror /.LD in.
D
tr
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pit Ground surface elev. _ ft.Depth to limiting factor _ in
Deph to limiting factor
-
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Boring #I aoring
E pit Ground surfuce elev. _ ft.
' Efruent #1 = BODI > 30 5 20 nEA and TSS >30 S 150 mg/L 'Effiuent f2 = BO% S 30 rng/t and TSS S 30 mg/L
The Dcpartncnt ofcommcrcc is an cqual opportunity service providcr and employcr. Ifyou nccd assistsncc to acccss scrviccs or
nccd matcrial in an sltcrnatc format, plcasc contact thc dcpadmcnt at 608-266-3151 or TIY 608-264-8777.
3
SoitAppticaiion Rate
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Soil Test Plot Pl
Project Name Environmental Holdings LLP
Address 706 1gth St.
Hudson Wi 54016
Lot 13 Subdivision
1/4S 22 7 30
S
TM #226900
S 1/2 SE
! Boring Q Wetl PL Property Line
\ BM or VRP Assume Elevation 100 ft.
Lundy's North
N/R18 W
Date 121'a lO4
Township Richmond
County ST. CROIX
Top of Survey lron
System Elevation 98.1 197 .8197 .5 *HRpSame as Benchmark
Alternate Benchmark Top of ll2" Pi pe @ 100.3'
4r4',Line l 50'
Area of poor soils
40'
B.M.*/Alr.B.
M
b5,1b'
101 ',
Scale is l" - 40'
unless otherwise
noted
20'
50
50'
103', B-2
Please note: soil test
may not be suitable for
owners desired
building location, Soil
test was done to
satisfy zoning
requirements, please
verify system location
before excavating.
B-1
-3
57o
Slope
Property
Line
wlnd Lord 20 PSF
u'|80
IS TO VERIFY ALL OIMENSIONS AND ALL WALL IS OESIGNED FOR VERTICAL LOADS COLUMNS, AND HEADERS CALLED OUT
OPENING SIZES PRIOR TO ANY HORIZONTAL WIND LOADS ONLY- LATERAL LVL MATERIAL. PLATES, CRIPPLES,
OF WALLS. ROUGH OPENING LINE BRACING OF THE BUILDING IS TO BE AND BLOCKING LABELED BY OTHERS2x6 Wall ARE ESTIIVIATES. VERIFY WTH WINDOW FOR BY BUILDING DESIGNER.NOT REOUIRE LVL MATERIAL AND ARE NOT
ACTURER-IN QUOTE.
-'ll2'x5-112' VERSA STUOS
-1'2"x5-12'VERSA STUDS
12'' OC > 17 FT TALL
16" OC < 17 FT TALL
5.1/4'X7" VERSA COLUMN
COLUMNS TO PLATES WITH 12 - 18O
OR THREE A23 ANGLE CLIPS AT BOTH TOP
1-1l2"X7-114" VERSA STUDS
COLUMNS TO PLATES WITH 1O - 16D
OR THREE A23 ANGLE CLIP AT BOTH TOP
BOTTOM.
1-1l2'X5-112" VERSA STUDS
COLUMNS TO PLATES wlTH 8 - 16D
TWO A23 ANGLE CLIPS AT BOTH TOP AND
) 1-1l2',X5-1/2" VERSA STUDS
COLUMNS TO PLATES WTH 4 - 16D
ONE A23 ANGLE CLIP AT BOTH TOP AND
= (3) 1-3/.{"xl1-7/8- LVL
= (2) l-3/4"x11-718' LVL
= (2) 1-3l.1"x9-1/2" LVL
OR DOUBLE TRIMMER REQUIRED FOR
AT EACH END OF HEADER AS SHOWN,
levisions
2:
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by olhers
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PART OF WALL
f,IUST BE 2XA
AS NOTED.b
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14'91/t-1A 2!{
---Jo-x4-fSFO-
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c.6d. v.E. $ljdt.h.l b. h.l.lLd h .6d.r ni,| a.i!.
Coo.dllon. Engkr.od Wbod ln.l.lrloi Guld.- ll ir lhc
l r t
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IS TO VERIFY ALL DIMENSIONS AND
OPENING SIZES PRIOR TO ANY
OF WALLS. ROUGH OPENING2x6 Wall ARE ESTIMATES. VERIFY wlTH WNDOW
WALL IS DESIGNEO FOR VERIICAL LOADS
HORIZONTAL wlND LOADS ONLY- LATERAL
COLUMNS, AND HEADERS CALLED OUT
LVL VIATERIAL. PIATES, CRIPPLES,
AND BLOCKING LABELED BY OTHERS
NOT REQUIRE LVL MATERIAL AND ARE NOT
IN OUOTE.
= (3) 1-3/,1'111-7/8" LVL
= (21 1-3t1"x11-7 ft" LVL
= l2l 'l -311",t9-112" LVL
INGLE OR DOUBLE TRIMMER REQUIRED FOR
AT EACH END OF HEADER AS SHOIVN.
30x40 sHoP
PROBUILD - NEW RICHMOND
SOUTH WALL (LOWER)
EXTERIOR ELEVATION
Blocking @
8' o.c. wrticallv
LINE BRACING OF THE BUILDING IS TO AE
FOR BY BUILDING DESIGNER.
L'ouble top plate
by others
40'0'
12'.t
i(yr 0.
Single bottom plete
by othsr8
C.sd. V.E. St dr .n i b. rnrt t d h .@ri.r *th Edr*
C.,Dorrlon. Eltin@Ed wo.d lni.i.don Guid.. llt! !.
levisionsWind Lord 20 PSF
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rrz'x5-1/2" VERSA STUDS @ 16" OC < 17 FT TALLcoluitx a:
ll) 5-1l4'X7" VERSA COLUMN
]ONNECT COLUMNS TO PLATES WITH 12 . 160
IAILS OR THREE A23 ANGLE CLIPS AT BOTH TOPqND BOTTOM.
STUDS:
6o
1-'t /2'X7-1 /,r" VERSA STUDS
COLUMNS TO PLATES wlTH 'IO - 16D
OR THREE A23 ANGLE CLIP AT BOTH TOP
1-1l2'X5-1/2" VERSA STUDS
COLUMNS TO PLATES wlTH 8 . 18D
TWO A23 ANGLE CLIPS AT BOTH TOP AND
1) 1-1l2"xF1/2" VERSA STUDS
COLUMNS TO PLATES WITH 4 - 16D
ONE A23 ANGLE CLIP AT BOTH TOP AND
BOTTOM.
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Wind Load 20 PSF
L/180
ONTRACTOR IS TO VERIFY ALL DIMENSIONS AND
OUGH OPENING SIZES PRIOR TO ANY
ONSTRUCTION OF WALLS. ROUGH OPENING
IZES ARE ESTIMATES. VERIFY WITH WINDOW
UFACTURER.
Bioffi!@-
8' o.c. vert
ALL WALL IS DESIGNED FOR VERT]CAL LOADS
D HORIZONTAL WIND LOADS ONLY. LATERAL
L LINE BRACING OF THE BUILDING IS TO BE
NTED FOR BY BUILDING DESIGNER.2xG Wall
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ILS OR THREE A23 ANGLE CLIP AT BOTH TOP
D BOTTOM.
2) 1-1t2"X5-1/2" VERSA STUDS
ONNECT COLUMNS TO PLATES WITH 8 - 16D NAI
TWO A23 ANGLE CLIPS AT BOTH TOP AND
TTOM.
D:
1) 1-1t2"X5-1/2" VERSA STUDS
ONNECT COLUMNS TO PLATES W]TH 4 - 16D NAI
ONE A23 ANGLE CLIP AT BOTH TOP AND
M.
= (3) 1-3/4"x11-7l8" LVL
= (2) 1-314"x11-7l8" LVL
= (2).1-314"x9-1/2" LVL
NGLE OR DOUBLE TRIMMER REQUIRED FOR
PPORT AT EACH END OF I.IEADER AS SHOWN.
Cescade Versa Studs shall be installed in accordance with Boise
Corporalions Engineered Wood lnstallation Guide. lt is the
adhere lo all recommendalions for
Inslallation guides can be obtained by
a Boise Engineered uood Products specialist et 1-80G281-5503 or
o
C.l
s]uDa o lF m
30'0"
Revisions
1
3
TUDS, COLUMNS, AND HEADERS CALLED OUT
EQUIRE LVL MATERIAL. PLATES, CRIPPLES,
IMMERS, AND BLOCKING LABELED BY OTHERS
NOT REQUIRE LVL MATERIAL AND ARE NOT
VERSA STUDS @ 12" OC > 17
VERSA STUDS @ 16" OC < '17
1) 5-1t4"X7" VERSA COLUMN
ECT COLUMNS IO PLATES WITH 12 - 16D
LS OR THREE A23 ANGLE CLIPS AT BOTH TOP
FT TALL
FT TALL
NCLUDED IN QUOTE.
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FACIURER.
ALL WALL IS OESIGNED FOR VERTICAL LOADS
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Revlslons
2
3:
DS. COLUi'NS, AND HEADERS CALLED OUT
IRE LVL MATERIAL. PLATES, CRIPPLES,
IMMERS, AND BLOCKING LAAELED BY OTHERS
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RUCTION OF WALLS. ROUGH OPENING LINE BRACING OF THE BUILDING IS TO BE2xG Wall ES ARE ESTIMATES. VERIFY WITH WINDOW COUNTED FOR BY BUILDING DESIGNER
FACTURER.
, COLUMNS, AND HEADERS CALLED OUT
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MERS, AND BLOCKING LABELED BY OTHERS
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NCLUDED IN QUOTE.
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16'' OC < 17 FT TALL-1 12"X5-1 12" VERSA STUDS
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NNECT COLUMNS TO PLATES WITH 4 - 16D NAI
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= (2) 1-314"x11-7l8" LVL
= (2) 1-314"x9-1/2" LVL
NGLE OR DOUBLE TRIMMER REQUIRED FOR
AT EACH END OF HEADER AS SHOWN.
PROBUILD - NEW RICHMOND
SOUTH WALL (UPPER)
EXTERIOR ELEVATION
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7'0'
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7'0"
Revisions
1
2
3
CONNECT COLUMNS TO PLATES W]TH 12 - 16D
NAILS OR THREE A23 ANGLE CLIPS AT BOTH TOP
AND BOTTOM.
1
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2) 1-1t2"X7-1l4" VERSA STUDS
ONNECT COLUMNS TO PLATES WITH ,10 - 16D
ILS OR THREE A23 ANGLE CLIP AT BOTH TOP
D BOTTOM.
1 -1 12"X5-1 12" VERSA STUDS
NNECT COLUMNS TO PLATES WITH 8 - 16D NAI
TWO A23 ANGLE CLIPS AT BOTH TOP AND
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40'0"
STUDS (! 16- OC
STUDS:
COLUMN A:
kr) s-ua"x7" vERSA coLUMN
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D:
kleneral Noles
poise Cascade Verse Studs shell be inslallcd in accordance wilh Boise
pascede Corporalions Enginaered Wood lnstalletion Guide. lt is tha
fesponsibility ot the framing conlraclor to adhere lo all r€commendalions for
fnslallation 3taled wilhin. Boise Cascade lnstallalion guides can be obtained by
Fontecling a Boise Engineercd wood Producls spccialist al 1-8fi)-281-5503 or
lvisilinq our \r\reb3ite et w.bc.com.L.. :
l-EiocRlns@t -l
| 8' o.c. vertically j [fouEe iop pieG-l
I by others i
| ,r=r= wJfJfi HEADERS
II W|LL USE SOME CONCEALED i
I rraNoe HANcERS To ATTACH
II ro LVL sruD coLUMNS I
SlngLTottom E iA
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Wnd Lo.d 20 PSF
ul80
IS TO VERIFY ALL DIMENSIONS AND ALL WALL IS DESIGNED FOR VERTICAL LOADS COI.UMNS, AND HEADERS CALLED OUT
OPENING SIZES PRIOR TO ANY HORIZONTAL wlND LOADS ONLY. LATERAL LVL MATERIAL. PLATES, CRIPPLES,
2xG Wall OF WALLS. ROI.JGH OPENING LINE BRACING OF THE BUILDING IS TO BE ANO BLOCKING LABELED BY OTHERS
ARE ESTIMATES. VERIFY WITH WNDOW FOR BY BUILDING DESIGNER,NOT REOUIRE LVL MATERIAL AND ARE NOT
ACTURER IN QUOTE.
-12"X5-12" VERSA STUDS
-'l 2"x5-1/2" VERSA STUDS
12' OC > 17 FT TALL
16" OC < 17 FT TALL
) 5-t/4'X7" VERSA COLUMN
COLUMNS TO PLATES WTH 12 - 16D
OR THREE A23 ANGLE CLIPS AT BOTH TOP
BOTTOM.
levisions
t:
,:
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s
1-1l2x7-'ll,t' VERSA STUDS
COLUMNS TO PLATES WITH 1O . 16D
OR THREE A23 ANGLE CLIP AT BOTH TOP
BOTTOM.
1-1r2"X5-1l2" VERSA STUDS
COLUMNS TO PLATES wlTH 8. 16D
TWO A23 ANGLE CLIPS AT BOTH TOP AND
) 1-1l2X5-112" VERSA STUDS
COLUMNS TO PLATES wlTH ,{. 16D
ONE A23 ANGLE CLIP AT BOTH TOP ANO
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C.*.r|. V.6r Srud. .h.ll h. h.r.lhd h ..ddt'u ldfi s.rr.
c.rpor.tldr Engim.Ed wb.d h.r.L[on Gutd.. I Ir th.ol0r hntt 6t&Jor b .dhm io .l G.m6d.tim3 l.N.l.l.d x ri.. Aob. C.!qd. hrr.Lrbn !uld.. €. b. obti..d by
. Bdr EnglE4d Fod PEduclt .pcblt.t d ,-A0O-2t1-5543 d
alockang @I' o.c. verticsllv
uoubl€ top plale
by otherB
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15' 2 7t1'
= (3) 1-3/4111-7/8" LVL
HdA = (2) 1-3/{}11-718" LVL
Hdr3 = (2) 1-3/4"x9-1/2" LVL
OR DOUBLE TRIMMER REQUIRED FOR
AT EACH END OF HEADER AS SHO\AN
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PROBUILD . NEW RICHMOND
EAST WALL (UPPER)
EXTERIOR ELEVATION
sangle bollom plale
by others
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BC FRAMER
Sheet:
1ot2
30x40 SHOP
PROBUILD . NEW RICHMOND
UPPER FLOOR FRAMING
DESIGN = L/480 (40LU10DL)
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NTRACTOR IS TO VERIFY ALL DIMENSIONS AND
UGH OPENING SIZES PRIOR TO ANY
NSTRUCTION OF WALLS. ROUGH OPENING2xG Wall ZES ARE ESTIMATES. VERIFY WITH WINDOW
NUFACTURER
Blocking @
B' o.c. vertically
40'0"
sruos Q r6' ff
E
ALL WALL IS DESIGNED FOR VERTICAL LOADS DS, COLUMNS, AND HEADERS CALLED OUT
HORIZONTAL WIND LOADS ONLY. LATERAL EQUIRE LVL MATERIAL. PLATES, CRIPPLES,
LINE BRACING OF THE BUILDING IS TO BE
UNTED FOR BY BUILDING DESIGNER.
IMMERS, AND BLOCKING LABELED BY OTHERS
NOT REQUIRE LVL MATERIAL AND ARE NOT
NCLUDED IN QUOTE
lDou5ielop piriel
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MN B:
21 1 -1 t2"X7 -1l4" VERSA STUDS
ONNECT COLUMNS TO PLATES WITH 1O - 16D
LS OR THREE A23 ANGLE CLIP AT BOTH TOP
D BOTTOM.
1-1 12"X5-1 12" VERSA STUDS
NNECT COLUMNS TO PLATES WITH 8 - 16D NAI
TWO A23 ANGLE CLIPS AT BOTH TOP AND
OTTOM
1) 1-1t2"X5-1/2" VERSA STUDS
NNECT COLUMNS TO PLATES W]TH 4 - 16D NAI
ONE A23 ANGLE CLIP AT BOTH TOP AND
OTTOM
1-314"x11-7l8" LVL
1-314"x11-7l8" LVL
1-3/4"x9-1/2" LVL
INGLE OR DOUBLE TRIMMER REQUIRED FOR
UPPORT AT EACH END OF HEADER AS SHOWN.
=(3
=(2
=(2
P
Cascade Versa Sluds shall be installed in accordance wilh Boise
Corporetions Enginacred Wood lnslallation Guide. lt is the
of lhe framing conlreclor to adhere lo all recommendations for
steted within. Boise Cesc€de installatbn guides cen be obtained by
a Boise Engineered rr,ood Producls specialisl at ,-800-281-5503 or
OIIS
-1t2"X5-1t2" VERSA STUDS @ 12" OC > 17 FT TALL
-1 12"X5-1 12" VERSA STUDS 16'' OC < 17 FT TALL
) 5-1t4"X7" VERSA COLUMN
NECT COLUMNS TO PLATES WITH 12 - 16D
AILS OR THREE A23 ANGLE CLIPS AT BOTH TOP
ND BOTTOM.
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our u€bsite at uruw.bc.com
Design
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EROSIOT{ CO ITROL ilOTES:
1. NSTALL SILT FENCE PRIOR TOANY E(CAVATION OR CONSTRTJCTION.
2, M]NIMIZE SITE DISTURBA}.ICE BY TIGHT CONTROL OF EXCAVATION
LIMITS.
3. ALL EXPOSED SOIL SHALL BE MULCHED WTH STRAW OR \ADOD
CHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT !N AN
E)(POSED CONDTTPN. tT IS RECOTN'ENDED THAT THE CONTRACTOR
rihlNIAlN A STOCK PILE OF THIS M,ATERIAL ON SITE FOR QUICK
APPLICATION.
4. FIYDROSEED WTH A \ ,OOD CELLULOSE FIBER MULCH APPLIED AT A
RATE OF 2,OOO#ACRE. USE AN ORC'ANIC TACKIFTER AT NO LESS
TtliAN 150 flACRE OR PER MANUFACTURES RECOMMENDAT1ON lF
HIGHER. APPLICATION OF TACKIFIER SHALL BE HEAVIER AT EDGES,
IN VALLEYS AND AT CRESTS OF BANKS AND OTHER AREAS I/WERE
SEED CAt{ BE MOVED BY WND OR I/VATER.
5. DISPERSION TRENCHES SHALL OVERFLOW ONTO NATME
UNDISTURBED GROUND. NO STTE USTURBANCE BELOW TRENCHES.
SOUTH ELEVATION
To the beet of my knowledge these plans are drawn
to comply with o rnels an<U or buikle/s
specificaticns and any changes rnade on them after
prhb are made will be done at the otcner's and / or
bdlder's expense and responsitili$. The contador
strall veritv all dinrensions and endosed drawing.
l{omeTec9algner & Eullders, lnc. b not liablefor
€rmrs txrc€ constrrction tns begun. \Mtile every
efiort has been made in the peparation of this plan
to avoid mistakes, the maker can not guarantee
agninst human enor. The contraclor of the job rnst
ctreck all dimensions and dter detalls prior to
construclion and be solely responslble thereafter.
FRAhlllG NOTES:
PROVIOE DOUBLE JSTS UNDER ALL $ALLS Rt'NilIiIG PARAILET
TO JoSTS,
PROI/IDE POgNvE VE}{N[-ANON AT EA. EI.ID OF EA RAFTER
SPACEAT VAT,LTEO CEITI}IG AREAS.
PRO/ID€ FNE BtocXlrIG, DRAFT STOPS AND FIRE STOPS
^S
PER
t.B.G. SEC. R5(212.
PROVIDE POSITN€ CONECNONS AT EACH END OF Al-j. POSTS ANO
COTIJIII{S TO RESIST LATERAT DISfi-rcEIENT.
HOMEOWNER & CONTRACTOR: TO VERIFY
ALL DIMENSIONS,STRUCTURAL DETAILS, AND
BUILDING CODES, AND GRADE
REQUIREMENTS.
EAST ELEVATION
Elrn8luuoSooEl
/qLL EXPOSED INSUIATIOI{ lS TO HAVE A FLAIE SPREAO RATI'{G
OF LESS THET{ 25 AI{D A SI'OXE I'EI{STTY RATING OF LESS THAN
460.
PROVTOE INSULANOil BAFTLESAT EAVE \GI{TS BEThEEN
RAFTERS,
SPECIFIC UAfiUFACTURESAND MODEL NUMBERS S}OU,I{ OT{ THE
PLANSARE INOICATONS Of OUALTTTONLY THE OIAAIER/EUILOER
SHALL NOT 8E PRO}IIBITED FROII SUBSTITUTING I/IATERIALS AND/
OR APPI-IANCES OF EOUAL OUALITY'STRENGTHS FROTI NON.
SPECIFlEO UA'{UFACTURERS.
THE O\AINER/BUILOER SHAL }IOT 8E SUBSNTUTIT{G IIATERIALS
PROVIOEO THEY MEET CURREI{T BTDG. COOE, AIIDARE
APPROVED FOR THAT SPECIFIC T.ISE 8Y THE EUIIONG OFFICIAL
DATE:
3/77 /20L6
SCALE:
116" = 1'0"
SH EET:
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