HomeMy WebLinkAboutBldg Permit 01-0994
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
(Please'!vpe or Print and si2l1 at bottom)
AD~RESS .
lAn; " \ - ~4tc\ "l, ~~ '1:)(\\10(.
Ll\\\ \ ~Si - :3cf<<.l3 ~t}~(T(~; I.
LEGAL DESCRIPTION (office use only)
LOT
ADDITION
BLOCK
OWNER
(Name)
G. h~j\ ~
Aa.! R~-\-o
(Address)
BUILDER
(Name)~_I6.u.u l~~~
(Contact Name) l()t\I. SQ.n rl
(Address) 1 895 t>\ll\"2~ b{~\Je.
TYPE OF WORK
:Lir ( .
Date Rec' d
8-2O--0{
~. ~;:~ ~:;, I PERMIT NO.O/_ 0 qq4-1
3_ Yellow Applicant
ZONING (office use)
DLower Level Finish
OMiSjt~OOO~~ll( -hlUlA\;.~
ODeck OPorch ORe-Roofing ORe-Siding
o Fireplace ~dditiOn Ot~at~ 1ct"t\c,~.o~ti1/' i:;,connecti;
PROJECfCOST/VALUE (exc1udinglandl $ 11 f),[X)tJ
3JJ-!.J-.:.,Pt-.5 zq-3S0.~-1
aJ d 3W7/il-r...2S-350-0(){,-O
, . _.;-TT;' ....... G(1^H~03'l6?lSs1ll'. 25-350-005-1
. j~f..-.UA/t'"'' PIQ?,Jit,~25-3t51)-oOt/:.. /
CI 1/ ',-;;_1,1,,;,- ~~~tf-()
IC..A....+ A6sbO;""+/OI1 (Phon~Yll>l'1-3<f~2.t5-~-OO~- ,
~..fir. I-_rovv- VV':;> -ll
~ W\"\\ 5~1).\'yc: ~~~ :;Jgg-~rl:)
.....-,-4 .,,,,,,_'t.,.,,_ '''~
f.c -11~1 Cf Z.r-;:~.SD-Oo I - {!I
(Phone) LV..! - 4~-~
(Phone) ('oJl -lo[~- 3~
::)U.l+-e l.DCJ &..c."'...:i. M(\ -SSltl22-'
o New Construction
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or
authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with
submitted plans. I am aware that the building offi . I can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
enter upon 'Cj'roperty to P1&rform eed inspe on.
X '-U~J l!:1S-~ g - /6 -() I
,/ ,. - iinature Contractor's License No. Date
I Permit Valuation
I Permit Fee $
I Plan Check Fee $
I State Surcharge $
I Penalty $
I Plumbing Permit Fee $
\ Mechanical Permit Fee $
I Sewer & Water Permit Fee $
I Gas Fireplace Permit Fee $
WPrto~^o~es YOmBUildin~~;=;roved
Builditi Official Date '
I ~: fJt'Y'J . CW'J
2.i.3.~<)
I '7t'J .I" L
9 . Of)
[ Park Support Fee
I SAC
I Water Meter Size 5/8"; I";
I Pressure Reducer
1 Sewer/Water Connection Fee
I Water Tower Fee
I Builder's Deposit
lather
I TOTAL DUE
I Paid
I Date
447~ ~ ~c.
0/-/7,,} /
# $
# $
$
$
# $
# $
$
$
$ 492-- ~(p
1~72-
This is to certifY that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
~d by theltCity Planner constitutes a temporary Certificaqte 0_fI2o,n:" ;;.ce and illows constructiDn to commence. BefD" occu~CY; Certific-:;,~panCY must be
'- A~ ~ . -= ...... -... c..-- _.~lLl..i......\. . ~~
- . g Director Date ' "Special Conditions, if any
24 hour notice for an inspections (952) 447-9850, fax (952) 447-4245
ii~'j,
White - Building
Canary - Engineering
Pink - Planning
Thl'('rnlrrofthrl.abCounlry
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVEDR-.;Io-D}
WP~~~
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activit0hich is proposed at: ~'
3S;)/- 34(, / - ~ Is/no! ~ c:j-:34 5' 7- .~ lfl/3 ljf~l/.l1L
(J 0) l} '"---
Accepted Accepted With Corrections X
Denied / 'J
Reviewed By: ~itt- .;{
/
~-;;:?8. :2~1
Date:
Comments:
l.
Mtn.-. S~
bt-~~
2,({,
2X,"
"
Ic' C.c..
1'2" Cl.(..
/0' 0 "
HeW\. - t:-r
~-F;.r
({ 1 s"
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid_"
White - Building
Canary - Engineering
Pink - Planning
..
"Th~ Crnler of tht' tab Country
. . "~r
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT I. '
APPLICATION RECEIVED
("
".'~"--
/
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
1..-
/ )_.' I;i;
Accepted
----
Accepted With Corrections
Denied
Reviewed By:
/). .J II
{5;/~k\~~ Date: C} IL1/01
i/ . ~ ~. .
~,L,~~/''1-. ~/,; <Vu, ( ~A~<,
-a..v /E\MI2uT-HYJ1 ~)/~
1~;~eJ) Th -~_ ~V~~~{
V~ SPJL<WV~ ~ ~
lA"~ ~ ~ ~,,{'!J/) <;. <:;;.d;J.Lp
f1LY~ I /'~ I/t.6) ~ {)V/9,f~"'-\1t7vt~
-~~ ~ ex.t~~ ~JIfY~~S
?rJ ~v1JdJ/P_ ~
"The is~nc~~: -~ P~~I of Plan:! s~~~ and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
Q
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(~NSMANN )
I "'111~_~I_::IIIt~1
www.wensmann.com
September 6,2001
Steve Horsman
City of Prior Lake
16200 Eagle Creek Ave SE
Prior Lake, MN 55372
Re: Glynwater East
Dear Steve:
Enclosed are 6 surveys of "coach homes" built by Wensmann Homes in the Glynwater
East development. On each survey, the areas highlighted are steps over which the
residents requested that additional roofing be installed.
Our understanding is that there is an impervious surface requirement that must be met.
These proposed roofs will not extend past the existing garage eyebrows and will cover
already existing hard surface areas. Therefore, there should be no increase of impervious
surfaces caused by this roof addition.
Also enclosed is a letter from the Glynwater East Association Board signed by the
President, Paul Scheunemann, which grants permission for this improvement.
Please feel free to contact me if you have any questions or require additional infonnation.
Sincerely,
7 tPIt- j --JZ
Tom Sand
Construction Manager
RHS Building
1895 Plaza Drive
Suite 200
Eagan. MN 55122
651/406-4400
Fax 651/905.3678
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b G..Iir:: .. 'J: '. . -o'~ Prior Lake, M i~j~
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Glynwater South
Prior Lake, MN
28 Units
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SOUTH SIDE TRS. PLRN
Fax:763-428-4985
Jun 4 '01
11 :01
P.02
r-'
(it) Wood~g.rJs~~
I
I
J Jun.~'200'. 10'2S'21I
Design Chel:k Calculation Sheet
I co;,;;~y
I
PROJECT
Seam!
\ LOADS: (lb.. pst. or pll)
'~;':I:~:I! ~'~T01~~.ri~:J~jP~l !
t 1 ! n~.~'.1 trIll j ~._-1.
*Tribut~tJ W1~th (in)
~~'III;i~ ':-r-!;.;~ati'~1'\ (F";;"j' !~'.il.i.L;!,.rl~'
Stij!:!-_" End. $'!',ar'l'. ~nd j:'()~
51 i I;;, Q: i N1.
_ _._l..-..-__'_M_' __
MAXIMUM REACTIONS Ubs) and BEARING LENGTHS (in) :
__ 8'.5.2--
~
r 2'-'3' - .~~
-
OO:.l.J
Liv~
T()1:.'ti
i=;~,'ri I..!,
!:~l'i'J..h .
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-z
10'
.'74
'J.'i-:"~
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Lumber-soft, Hem-Fir, No.2, 2x6"
Slllced at 12" clc; Slope: 18,4 dog;, Total length: 10'-8.5",
Lateral support: T"". lull, Bottom= at supports; R~ivo factor: applied wIlo.. permiltetl(r.ferto online ~oIp); Load combinations: ASCE 7.95
SECTION vs. DESIGN CODE NDS-1197: l..re_psi. end in)
~j I t'!rir;~ 1.r...1'\c,"l ysl~ V"1 t 'J~: In(.':Jlg~ v~ llJ~ "'f.nl\1'y'Si~L~3iql:I'.
..,t:.":l'H \!v (,.-::1 _ 4'.1 r........ ~7 (f.../F:v'... (;.:';!l
E:ler.din~1(';' (t: - ~'7(1 'ni' ~ 114.i IL:/ru' 1}.59
Bend.ir.q(-i : H: = l~l fh' ... 11;.~' ib/fb' 1,;.1'
J.d.....\-! Oil!! 'r. n~iJl';'\.iit;11f!
r.:l':.al D~.~l'n v.1i'.i.a Lll,;t.t.. I 0.::1 - ::/l:'!O. 0.::11
(a r~-'!nr.l1~""'f':r !~pan q(':V~n\3 def'!~ct:l"n)
ADDITIONAL DATA:
FACTOR:;, F \:l.i \:;-'1 ~t. ';L 1:1' CV aU Cr: t.CI
Ftl''':'l': ::!;c) O.!!{) 1. 0:) l. 00 , .00,' 1. ;;) 1. \.'O(J 1. no 1.1~ 1
Fb'-".. .,50 a.CJo 1.0(1 1. no I). ~l~~ 1.JO 1.1100 1. GO 1.:5 1
"v' ,.r; o,~c LOO 1.CO (t:~ , .L.OOI)! 1
F~~p'$ 405 1.0.;1 l. ~O
r.' ,., Ih.l.lll',Il\ 1. C') ; . uu
Bendi~~( I): Lei 1 ~ C ~~lYI ~.. 42~ Ib5-f~
!=;c'tl'lrlin,,(-): LC. 1 ~ D '.;ol~ly, M" 12t: .Lc:J..!t
She", Lei 1 - D er.1y, v = ,~4~. VI!:;\ - 21' H,.;f
n~fl~":~i.~n: L"=' 1 - D cnly ro,T= ],7.04I]:;61b....ir,J,
Total D!fle~tion = 1.~O(O~(l~ deRa) ~ Defln Live.
(O===r.i'Ju.d L-live S=sn:':'..I W'''i'''.....lnj I-imp,;,ct'- c,;-c;:::tl:itt''l~.;tiQnl
(A.Ll I,~:'n ,'H~ lial.lid in th. .C,.nllly"j,,, ~utputJ
DESIGN NOTES:
1. PI_ verify that the dthlu~ dtllt<:tion limits are appropriate for yQur appliOlllion.
2. Continuous Of Cantilevered B""",s: NOS Clau.. 4,2.5.5 requ'res that normal gnoding provisions be mended \0 IN micldle 213 of 2 span beams
and to the fuillength of c:ant_ra end other SpallS.
3. Sawn lumber bending members a""" be Iaterelly supported acoonling to the provisions of NOS Clause 4.4-1.
4. SLOPED BEAMS: level bearing is requirod lor all sloped beams.
SOUTH SIDE TRS. PLRN Fax:763-428-4985 Jun 4 '01 12:19 P.01
QlWoOd:~~~~ --
June 4,2001 12:06:S2 B...ml
"~'--
Design Check Calculation Sheet
LOADS: lib.. psI, o. pll)
,/LC:ld ! Ty1"e Ohl.tll:ill.i.~il
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t'ull 1Ji):,
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MAXIMUM REACTIONS (lbS) and BEARING LENGTHS (in) :
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16'
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Load combinatio",,, ASCE 7.95
LVL n-ply, 2.0E, 2950Fb, 1-3/4x9-1/2", 3-Plys
~ECTION YS. DESIGN CODE ~~~:1~~~~ ~~~$, 'b::i\-r: i~ \:,..: Y'; ,;/ r;"H; ,",nl
\it; - 94 ii v7;~'~ = !".",,:w
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1l. 7:',
ADDITIONAL DATA:
F"~CTORG : r '~O ';M ::+: Ci:,. cF cv ce.., c., LeI
F'b'.,. :;0 ",r,':l 1 . :~n 1 ,(i'; 1 ,1;'0 l. ~O~~ 1 . (J:~ 1 , ~J(1l'l 1 .nn , .('(1 Z
r-,;' .. -'~s 1 :"If) 1,\'1\: 1, :)0 (c:u , 1. 060 I "
F~;r' - 9\itl :'.00 I .00
0' ~.~ mi 11 i....1 1. i){) 1. 00 ~
Rmdinqr+:: it:' ~ =- Ll.L, M - ll!lH ltG-ft
ShQsr L~' ~ ~ O.L, V - ~~9=, Vad - ~~96 lb~
cl;;:rl~:t;l.j;lp: I.e' ;: '" Ci-L EI- 75t.'.ZDitOti lc":.~Uply
Tnt31 ;J~t'JlE!ct'.ic>n'" l.S;"!(J:';'=!fln ;jQ:~d) .,. l.>'!!ft:l I.ive.
i[)-:;~jfo!.ojt1 l.-=Ji"''l'! 5"'~a;1'''' W=;lnd I-lrnpa~t.- C":=~nz1:.ruci.i~nl
i~l] LC'fIl .;r~ ~i:;i:l;!d ir. ~~11:l .'G.nalY:Jis O'J'.pur.!
DESIGN NOTES:
1. P_ VlIrily that the defau~ doflection Iimila ara appropriate 10' yaur applloation,
2. SeL-BEAMS (SlruclUral Composie Lumber): the attached SCL selection la for preliminary design only. For n"'l memDer design cont1Ict ~ locai
SCL monufllc:tu"".
3. BUlL T,UP SCL.BEAMS: _I manufacturer for connection _Is whtn loads are nDlapplied equally to all plys.
August 16, 200 I
City of Prior Lake
17073 Adelmann St SE
Prior Lake MN 550372
Re: Building Permit
To Whom It May Concern:
The Glynwater East Association board and interested homeowners have reviewed the
proposed roof extension being forwarded by Wensmann Homes. The roof extension will
extend over the outside steps of the upper two units of the six buildings in our complex.
We as the association board of directors approve the proposed roof extensions by
Wensmann Homes
Thank you.
fU tJ ~fIWIt{
Paul Scheunemann
President
Glynwater East Homeowner Association
~
,
PRIOR LAKE
INSPECTION
DEPARTMENT OF
BUILDING AND INSPECTION
SITEADDRESS ~~~t! f.g~D
TYPE OF WORK 'R_~ C!lll_ ~...J"'t l7V1. C..d4"l"- U",,'k:
USE OF BUILDING S F'A
PERMIT NO. 0/- 0 994- DATE ISSUED B. <a - rp:>/
BUILDER tJ~~....~...... PHONE # t.1'2-~1 n
NOTE: THIS 15 NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT 15 BY SEPARATE DOCUMENT
INSPECTOR
DATE
, I ~. n. - t:/~h/.c..1,.t I1geM I I
PLACE NO CONCRETE UNTIL ABOVE ~AS BEEN\S.GNED
l FRAMING I ~~M I 10 4- VI
~ ~O:"'t tV ,IOln(
'FINAL I 'b\\'4-*{)(
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (952) 447-9850
-~---._.._~~--.-..._--_..,
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
Jj~~ &.J.-
CONTR.
OWNER
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
D)HSULATlON
,/if FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
~
I
J /1 /J'~ /"
~Ad
"",10
DATE TIME
/~ 9:00
IJ/ - 9r.f-
I
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
?
j, WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT "K'll .LL FOR REINSPECTION BEFORE COVERING
Inspector: '"'~ '- ~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CODE REQUIREMENTS A E FOR YOUR PERSONAL HEALTH & SAFETY!
DATE
TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE SCHEDULED 10 .4- -0 I
3:5/f/ 3510 3S0's; 3503;
ADDRESS .' 3467, 34-85
3:3Q
OWNER
CONTR.
PHONE NO.
PERMIT NO.
I -194-
o FOOTING
tv. -S-FOUNDATION
(I ~ FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
#ZLJDF' /1-00 NS
./
~ORK SATISFACTORY. PROCEED
o CORRECT ACTIONzD PROCEED
o CORREC~ LL FOR REINSPECTION BEFORE COVERING
Inspector: j:) - ~ Owner/Conlr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
lliSNOTl
ADDRESS
DATE TIME
CITY OF PRIOR LAKE "' -r::
INSPECTION NOTICE SCHEDULED It> -'10- I ~- I "
3Lj/P3.~S- 8M l?vt~
gZ~}~ C~~O~~
PERMIT NO. {/ / - <f9''I
OWNER
PHONE NO.
o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLING
o FOUNDA~ l 0 MECH RI 0 COMPLAINT
$FRAMING yo rG-fl r_ 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 1(00 ,- 0 SEWER HOOKUP 0 FIREPLACE FINAL
o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST
o SITE INSPECTION () 0 MECH FIN~ .- ~ Ii '~d : ""
COMMENTS: ~~U./ '..f--Vl ~A.#
,
.PX->
/"\
~ff~
/'
rORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEEO
o CORRECT WO~~ CALL FOR REINSPEcTION BEFORE COVERING
Inspector: ~ \J~ Owner/Conlr:
CALL 447-9850 FOR TitE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/
INS/iOTJ
~
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PLUMBING PIPE
FIRECAULK ALL PENETRA TlONS
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ROOF CONSTRUCTION
2101; ASPHALT SHINGLES
151 FELT
112" 0.5.5. BOARD SHEATHING
ROOF FRAMING TRUSSES · 21' O.C.
W BLOWN INSULA TION
5/8" GYP BD CLG
(5\
\2)
DETAIL '(j P-TRAP HOUSING
NOT TO SCALE
J
2'-0"
2101 ASPHALT SHINGLES ~
151 FELT ""-
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2><4 ROOF TRUSSES · 12' O.C.
(HEMFIR 12)
WALL CONSTRUCTION
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5/8" GYP BD SHEA THING (EXT)
2x' STUDS · I':' O.C.
5 112" BA Ti INSULA TlON (1'1 -19)
1 MIL POLY VAPOR BARRIER
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5 1/2' BATT INSULATION · END CHORD
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~CCEPTED WITH CORRECTIONS AS NOTED
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~""'/. :,'.~ments InC!UOIn,. Ole"" ow,,,, cilically noted in this review.
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NOTES-
RETE OR MASONRY IS TO BE PRESSURE
~NCE TO DECAY
)OF VENT PER .300 SO.FT. OF ROOF AREA.
~-M'N'MUM
IG STARTER EDGE PER CODE OR EQUIVALENT
HE ABSOLUTE MINIMUM LO~ST PROJECTION
LESS THAN lB" ABOVE FINISHED flOOR
VPSUM BOARD ON ONE SIDE OF flOOR
~ FLOOR AREA
lUST BE 1 HOUR RATED & FlRECAULKED
) & BEFORE INSTAlLATION OF SEAM
LS MUST BE 1 HOUR RATED
4'-0'
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