HomeMy WebLinkAbout0075088-Building
~.
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OSHKOSH
ON THE WATER
Job Address 2150 HICKORY CT
CITY OF OSHKOSH
No
0075088
BUILDING PERMIT - APPLICATION AND RECORD
Owner
BEDROCK BUILDERS INC
Create Date
01/12/2000
Designer
Bedrock Builders
Contractor BEDROCK BUILDERS INC 08/24/00
Category
110 - New Single Family
Plan C8-001-0100R
Type
. Building
o Sign
o Canopy
o Fence
o Raze
Zoning R-2
Class of Const: 8
Size IRRG
Finished/Living
1591 Sq. Ft.
2018 Sq.Ft.
813 Sq. Ft.
Rooms
Height
27 Ft.
D Projection I
Garage
Baths
7
3
2
Unfinished/Basement
Bedrooms
Stories 2
Canopies
Signs
Foundation
Poured Concrete 0 Floating Slab
Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Required
Flood Plain No
Height Permit Not Required
# Dwelling Units
# Structures
Park Dedication Required
Use/Nature NSFR/ New single family with attached garage, driveway - NO DECK OR PATIO
of Work
Plumbing Contractor
UNKNOWN
HV AC Contractor
AIR TECH HEATING INC
Electric Contractor UNKNOWN????
Fees: Valuation
~.OO Plan Approval
?J_
$40.00 Permit Fee Paid
$390.00 Park Dedication
$100.00
Issued By:
Date 01/13/2000
Final/O.P.
Signature
D Permit Voided I
~.~ ~aanttO'r:~les governing the described construction.
. -..~..." -",,/;
Date
./-/ 3~()O
Address
54935 - 0000
Telephone Number 920-926-9933
cD
OSHKOSH
ON THE WATER
Name BEDROCK BUILDERS INC
Lot 308
Subdivision 11th add North Point Plat
Street Number
GRADE STAKE FORM
Grade Stake Number 6314
Address 2150 HICKORY CT
Create Date 01/12/2000
Block
Ward
Zone
Lot Dimensions IRRG see site plan
I Sidewalk Existing
Building Grade Elevation Stakes Set At Site 00/00/0000 Set By
Department of Public Works
I, the undersigned, owner or agent of the above described property agree to have the
has commenced.
o
OSHKOSH
ON THE WATER
Job Address 2150 HICKORY CT
PARKLAND DEDICATION FEE COLLECTION RECORD
Date 01/13/2000
Name BEDROCK BUILDERS INC
FOND DU LAC
WI
54935
Address
212 N MAIN ST
Subdivision 11 th add North Point Plat
Lot 308
Building Permit Number 0075088
Number of Dwelling Units Number of Structures
Fee Required
Date J~//~
.
Owner's Signature
Inspector's Signature
Date ./_/3,...00
Wiscon!lin Department of Industry,
, Labor and Human Relations
.Safety a'nd Buildings Division
P.O. Box 7969
Madison, WI 53707
Wisconsin Statues 101.63, 101.73
WISCONSIN UNIFORM
BUILDING PERMIT
APPLICATION
Application No.
0075088
Parcel No.
~ Constr
Lic/Cert #
8554
Plbg Lic/Cert #
D HVAC D Elec
Mailing Address
212 N MAIN ST
Mailing Address
212 N MAIN ST
Mailing Address
D Plbg
~ Erosion D Other:
Plbg Lic/Cert # Mailing Address
252739 1305 A INDUSTRIAL PARKWAY
Plbg Lic/Cert # Mailing Address
Telephone No.
FOND DU LAC WI 54935 - 0000
Telephone No.
FOND DU LAC WI 54935 - 0000 920-926-9933
Telephone No.
Oshkosh WI 54901 - 0000
Telephone No.
FOND DU LAC WI 54937 - 0000 920-924-6742
Telephone No.
Oshkosh WI 54901 - 0000
S . ft. 1/4,
Subdivision Name
11 th add North Point Plat
Front
1/4,Section ,T
Lot No.
308
Left
N,R E(or)W
Block No.
1591
Living Area 2018
Garage 813
~ Plus Basement
The applicant agrees to comply with all applicable codes, statues and ordinances and with the conditions of this permit, understands that the issuance of
the permit creates no legal liability, express or implied, on the Department or municipality; and certifies that all the above information is accurate.
APPLICANT'S SIGNATURE
APPROVAL CONDITIONS This pe~mit is i~sued p~rsuant to the following conditions.
revocation of thiS permit or other penalty
See Standard Conditions of approval
DATE SIGNED
Failure to comply may result in suspension or
D Village ~ City D County D State of:
City Of Oshkosh
Municipality Number of Dwelling Location:
7 0 2 6
Plan Review $40.00 ./ Construction
HVAC Name Brian Noe
Inspection
Wis. Permit Seal $30.00 Electrical
PlumbinQ Date 01/12/2000
Other ./ Erosion
Total $70.00 233847 Cert. No. 70266
SBD-5823 (R. 07/92)
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DRAINAGE PLAN
LOT 308 IN THE ELEVENTH ADDITION TO NORTH POINT,
CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN.
DECEMBER 23, 1999
JANUARY 6, 2000
BEDROCK BUILDERS NO. 3596C
ADDIT/ONAL SIL T FENCE, ADD DRIVE
753.9 DENOTES PROPOSED GROUND ELEVA T10N A T INDICA TED LOCA T10N
(BASED ON CITY OF OSHKOSH DATUM).
--0----0----0-- DENOTES PROPOSED SIL T FENCING.
Irest
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\0
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\;d
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10
\0
\C
\;d
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East
-1/1
'0
.....1'1
o'rJ
South
c
:::l
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-<" \----
--\ 10 \
LOT 307
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LOT 309
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SCALE: 1" ::.::: 40'
I
40
I
80
1/6jOO(ADDITIONAL SILT FENCE, ADD DRIVE)
DECEMBER 2~ 1999
ROEHLIG
LAND SURVEYING
&
CONSULTING LTD.
NO. 3596C
4041 State Road 91 · Oshkosh WI · 54904
(920) 233-2884
MAY-fB-OO THU 08: 14 AM BEDROCK BUl LDERS; JNC
,-it
BU1COEPS. INC.
FAX:19209260659
PAGE
NSSgo HWY 1<;1
FONT). 1).!1 LAa, WI S.4~;S
lJ'JO-'1~6.-1111 DfflC!E qZO.~2~.06.~~ F~.x
FA#~ QOVEJ( SHEET
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Icompany; G (T1 ~ DSp~o.sfJ
r Phone: d 3 c. - 50!) /
,
IFax:
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Comments:
;;),/6"0 flt~~D r y CT
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l Date: :; = I q - 1) ()
[TIme:?:,: 5_!. ~
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i i Total Pages (inclUding cover sheet): 3
I I
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p-p _u_ ~
~AY~r8-00 THU 08:14 AM BEDROCK BU1LDERS,
--"'0$/17/00 WED 16;04 FA~ 920 923 8245
IMr ~^X.1Q~nn~'n6~Q
11''';. l'i1.~. 1 "LVJLVV .JJ
STOCK LUMBER FDL
PAGE
2
'i!:jVV.L
~1i-'1-V~. 3 Pes of 1.75" x 18" i.SE M!crc-ll~m@ LV!..
~_"''''16.4Z 6tltIcdN~!..~O "\ .. i=-\ oa<" A\t:.'IIl,,<t:- <:...~~oe_
BfAMUSA 11'1 1~ &'OI:47AM I{ii4 ""....... .
".' fA1 lIu1'.lICcdg.104 .- - . ,~..,. ...
THIS PRODUCT IlIEETS OR. EXCEI!!DS THE SET DESKiN CON'TROi..S F~ TiE AP;;UCA TION AND LO.&.j;;'o b.ISTE~
Member SfOp8~ 0 Roof SlDpe~ 0
1='"
...l- " '...
I-~-'
till
~
\
_I, ..
J.~
., .
_..-._.~
-';;;<f'~
.....---2(;"'
Ail dimensions are nomoiitai. ~t;~ D!aeram 1$ 091'1ceptual.
bQ...~
Ao'ilily;iis fvr Iikr.im t.'lGmbOr ellpPMtil'4) s~ "'.pp[~ Tri~!l;lJY Loed W1d1l\: 18'
~$f); 30 l-ive at 115% duration, 25 Dead. .110:
TYPe CLASS U',JE !)E.a.!) lOf"..A1'lGN APPUCATION COMMENT
Ur.!form(sllf) Floor(1.00) 40 10 0 to 20' Addll to
Uniform(pIf) FIoor{1.0D) 0 80 0 to 20' Adds to
SUPPORTS: INPUT BeARING ReACTIONS(1bs.)
WiMH i.EOOrn JUSTiFiCAliON LiVE; OEAW -rO'tAL DEi All ^-U"'-
,.,lll~n.
'i 2ii'S Stiid wall 5.50" 5= Le1t F.aw 5343 (S1.15) ! $70& 111551 De!ail R1 sa Sheer Blodci~
."
.. 214 Stud V'Jait A P"," 5-.09". PJy:'1! Fe* 5752 ($1.15)J~14!11a6-5 Detan R1 sa ShMT Blocking
L .J~:)V
~ See TJM SPECiFiER'S f aull..oE.~'S atJlDn f9!' ~~)~ R1.
_ Bearing letlgl.i! requirement exceeds Input Btsupport(s) 2. Supplsmentol hardware Is reqUired to t;1iIIiGfy bearing ~lIiromel\t9.
Q.~~ CONTROLS:
MAXIMUM
11174
5447S
$llear(lb)
M'lIIIItlfIt{ftJb)
l.M: Deft.un;
T~ DeB.,",;
oeSlGN
9312
54475
O.<f2S
0.339
COHmOI.
2064a
5664i
U6C
1),915
CONTROL
Passed(45%)
Fi&aeG{31%)
Pcr~~~'5S1)
Pa....-ed(lJ279)
LOCATION
It end Span 1 under sniIW ROOf iCiil6iil(j
MiO~ 1 undcrsnevtRwfloedlf;G
MID S~!l1 under 8now Roo'loadi!!!J
Mio SPa~ 1 under SMw Raof loedlng
- D&ftedJu.r.n C~.a: srA.~nAR!)(U.; lJ'3BO. 1':.:6240);
~ Bmc!ng{LU}: All compreSSIOn O(!g9S !;tOp BOO oou.om) must be braced at 2' 8~ oIc unless detailed olhewMB. Proper do<lhmont and posIIIon!ng
of lateral b'lMlmg is requited CO achiove member atlIblllty. .
_ Design ~umes adequate c;Ontlnuoue latarat suppGlt of the compression edge,
.(\DDlDOHAl. NOTE:S~
-lMPoRTANTI Tho analysis preGentsd is output from GOftwar8 developed by Troo Joist MacMillan(TJNI). T JNI warmn\$1fIe $lz:ing Of lIS produGl$ by
this aoflwaro will bD alll!OMplllJII'lld in :i!CIClQr.'ll:e wllh T.ilI! prolIuCl des~n cril8ria anci codv 8000pled deriiQn ~.ill~. "tl16 iipAeiRe jiiV(i;;ct
BPPibffon. input design loadi;,. -aoo StiiW:<i dlmGfiSk;rlS ilaYe wen pl'V~d by the $Oft'.'tilfi:> USOif. The ....vJt !le& !lOt l!e..... iE!'."iewed by :II T J.Y.
~$.
. Not all produm II1C ~d!!y {Ml~able. CMCk YAU\ your supp/i<< or T JM toel\ftlegl fI1lpresen1latiYe 10r prodUct avallabllAY.
. THIS ANALVSIS FOR TRUQ JOIST MaoeMJUAN PRODUCTS ONl.Yl PROct,JCT eUB&mi.ffioN voiOO This ANA!:Y':siS.
_ Allowable 8lrellS DeGQn moitlodology was U$9d for Code NER a~ii9 Dii T.,'M Resid.iiiiat jiiOduot ~ ..;....yv.
. Note: see T J"'w'l SPf~FIf!R'S I BUlLOE.~'S Gl.JlOES f-,;;: F..._~"e ply ~,",,"l~!'I,
PROJeQ! ~.oRMA'TION
No Prujett !nfurmallon 8V8iJ8b1e
OPEP.AynD lNi:nRMI1TION:
Stock Lumbor Co.
Slave Kulictl
154 W.MoV\lll"am~ Sl
roOd Ou L':i(;, 'oill!o;:Uns.'ii 54S'35
""'" ...... _.an
.....................u
~23>~
~O'M9!:y '!=Jo!S!MeeM!!!s-...!!~M!lM~~-'P:. _. _. U~. TJol:l_"";calrlOdemll'l<ofTnnJaJUMaDMb.
I,;;,....;..,;:;;&;J mJ~"'; ~~ T,..... JciO;! =e;,;;;;e.
,~.~Y;:l8-00 THU 08: 15 AM BEDROCK BUl LDERS,
-- 0&/.17/00 WED 16: OS FAX 920 923 8245
lNC. FAX . 19200?i\0i\59
STOCK LuiiutJ< l-VL L v V v
t;)~1~.
T.J4lE;i1;! v.;.4;;I e;rillI N"ollllter. 7~
IilliAMll8A 1111 12f281ll9 e:0'1:41/lM
P.Uf1
~r InfOr.6tl~n'
r~)*~t tneo~~tion;
~_ v.,rtu,l1.l R"""t..."" '!ot...l.lJ.b}
r..l.v.. Up}
JWfli4;;;.Y.;-::1$ ~c~~n:g l~nqi;h(jnj
1m. \JXlbracE:d lkllQth(in)
3 Pes of 1.7519 x 18" 1.9E MicroUam@ LVL
Suppi.:.n;eniai Repcit for
.' ....1.11',.- ...liO" ~
115,!l7
&BdB(81.1!o)
~,2e(9q)
\D65
{,'/~2IS1. ~'i>l
;~Q'~Jf}
~2
SiliiiJ RooF loJSdinq on &1!.
5hIU(l\)}
ReaoUollllb)
_t;l~"-lb>
I.iv& 1lefJ.. (11\)
Tc;tal o.>n. (iiil
M6IfSllEfii, 'Ulf ". '.1:'1
11174 -11174
11551 iij66
~447(;
1:1..25
0.33'
all ~8rs, LOr - 1.00
Flool:' lo.lI~g QIl
S'iiaadlbj
Ma<:t10l1 UbI
_"Ie \rt~lb)
1,1,,~ ~n. Un}
1"9~litl Be'l~!in)
D!a~ lea~f tcr - 0.'0
~.oC' (lb)
Rc~c:tionUbl
~iiE (n.liij
5909' ~$909
6112 6010
2BBO~
O.02~
Q.444
l>!;U -5519
510B 5114
Alia.,
O~r~tor Infor~tion'
SftK:,k Liii\ECr C15.
lluve Jrubel!:
154 W.Mc~HliilllU: 81;.
lr<md lloo I.Q~, WieeOIH,.!,,, ~4n!
9:l0-9:!)-92~1)
t2e&~2'.o!S!245;
Copyright Co 1999 by Tn." Joist MacM1l.l.lIIl, " l.i..m.i\;ed p:srtoerslli.p. Doi../!, tdsho. ~A.
HiolOU~"."c;; ... ~<;I"o,<;\~d. ,.~d'illli>rk <>f TI;1,IO .1oil1t' ~11ll1l.
TJ^-se~ i~ II t:r-adem:trk elf f'~U1J joi:st Hz:.cHt ilan.
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BEDROCK BLDRS
OSHKOSH PARADE 1 ST FLOOR BEAM ANALYSIS FOR 2ND FLOOR BEAM POINT LOAD Kll
0':10....0::0 'i ^f'"
I ....~... , v. .
Build Cede: 124
.J..
I
I
r:l~
~1j?d
i
i
i
\oi5OR
l2J
16'
LOADS:
Product Diagram is Conceptual.
Analysis for Beam Member Supporting FLOOR - RES: ~ Tributary I::eea-Wi€lth: l'
Loads(psf): 40 Liv~ <It 100% duration, 12 Dead, 0 p~ ami;
TYPE CLASS LIVE DEAD lOCA"ftEiN- APPllCA"ftE>N- eeMMENT
Point(!bs.) Floort1.00) 427 860 2' Rej7iee:~ fr
SUPPORTS: INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH JUST1F!CA TION LIVE! DE.-o\DI TOT,';l DETAil OTHER
Column 3.50" 3.5" Left Face 693/899/1592 Detail L 1
.., 2x6 Plate r:: r:n" t= ~II Right Face 374 I 245 f 61 9 r"'\;"''''_:I I -t
'" ""...,JV v.v ut:l.c:m l....1
- See Trus .Joist SPECiFiER'S) BUiLDER'S GUiDES for detaii(s): l1.
DESIGN CONTROLS:
MAXIMUM
1582
3114
Shear(lb}
Moment(ft-lb)
Live DefL(in)
Tcta! Defl.{in)
DESIGN
1518
3114
" .. Co&:.
v. IV...;
0.310
CONTROC
3943-
8924-
E:E>N-ffi0l::
PasGe~A+
~a-a-aed(35%)
t?~~~~rl{1 !QQq+}-
PaS$ed'U600~
i::.OE:ATiON
ht cnd Span f..ooder Floor loading
MID Span..A~UAder Floor loading
Mln ~r"nt uader Floor loading
~~~JD Span '1 under Floor loading
" &::.,
\l->.J..L..L.
0.775
- Deflection Criteria: STANDARD(LL: L/360, TL:tJ2'4eT):
- Bracing( Lu): Ail compression edges (top and bottomj-most-["c [", a"cJ al C 8" afc-onfess detailed ottle, 'ftise. Proper attacl II I lent and
positioning of lateral bracing is required to achie.,,'6 ~3~ti!fr;.
ADOITIOt..JAl NOTES:
- iMPORTANT! The analysis presented is OL.iput rrem-ooftwaro devalopod by True Joiot HuS Joist warrants tho~*it<; products by
this soi1ware wiii be accornplished in accordan~wit4Trus Joj~t pr?du,..t ~cAtei:ia.and code ac"'epteddesign ~ ~cjfic
piOduct application, input design loads, and stated.rli,."....,<:;i..,..,<:; f";"v.. h...." j>r..,\/irl..rl hy the software USeL tbis.o; 11"1',,1" h"", ..,,-,1" 1">""\1
revis",ved by a Tn.Js Joist Associate.
- Not aU products are readily avai!able. Check v',it~ 1.cur supg!ier or Tr.Js Joist technical representative for product availability.
- TH!S ;'l,N.!l.,L YS!S FOR TRUS JO!ST PRODUCTS ONL YI PRODUCT SUBST!TUTfo!'! VOIDS THiS ANALYSIS.
- .A.!lc'.ovab!e Stress Design methodo:ogy \vas used fer Code r--lER ana!yzina.the Trus Joist Residential product listed above_
PROJECT :r,JFOR~'ATtOr~
No Project lnforrnation available
OPERATOR INFORMATION:
Stock. Li irnber, l.w;:..
STEVE t-<l lLlrK
i 524 W, McVViiiiams St,
Fond Du Lac~ VV! 54935
920-923-8240
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