HomeMy WebLinkAboutBldg Permit 04-0857; Mech 1166
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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
1.1-- 7".. D4-
(Please type or print and siltl1 at bottom)
ADDRESS ~-16 ffi\/ltlLuh S~\.()n~S -n-o
YY;Or Ul. k..L
I White
2 Pink
3 Yellow
File
City
Applicant
PERMITNO.04. tJ8S.71
,$E.
ZONING (office use)
/2/50
LEGAL DESCRIPTION (office use only)
3Z ~/.3.3
LOT BLOCK ADDITION #I/~RW,J S/7P~C;
PID ZS: ()3/. 01+.0
OWNER
(Name)
(Phone)
(Address)
BUILDER . -:;;. .
(Company Name) IVL-U-L.-!r.Q ;;ou....~ 1~~v<3_ L:Tl)
(Contact Name) ~ b 5~ J ve... '
(Address) 3'10\ L'(tN'-to~'M-.s ~dD~
(Phone) 062 .::3LJt,; '-CZi',fol
(Phone~\o[d.. ~,~ ~ 4C)
':pjoovV\i ""jft>a MN 55i.f.-"dO
TYPE OF WORK 0 New Construction ODeck OPorch o Re.Roofing
~ddition o Alteration OUtility Connection 0 Misc.
CODE: M.R.C. DI.B.C.
Type of c:fo~struction: I II III IV V A B
Occupancy Group: A B E F HIM R S U
Division: I 2 3 4 5
ORe.Siding OLower Level Finish
o Fireplace
PROJECT COST IV ALUE $
(excluding land)
I hcreby certifY that I have lhmished Information on this application which [S to the best of my knowlcdge true and correct. I also certifY that I am the owncr or authorIzcd agcnt for the
abovc.menuoned 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
:Cl~ t{;e~ust c~US~:ZbY agr~e that the City offiClal or a designee may enter upon the property to pet form necd~;':;(:J o"J
I( . - (I Signature Contractor's License No Date' ,
.
I Permit Valuation I f'j 03. (}()O, (}o i Park Support Fee # $
I Permit Fee $ I~ ?/,f)ol SAC # $
I Plan Check Fee $ 1{p1,.tfr I Water Meter Size 5/8"; 1"; I $ I
I State Surcharge $ SO / . 50 I Pressure Reducer I $ j
I Penalty $ I Sewer/Water Connection Fee # I $
I Plumbing Permit Fee $ .y "I tJ t) I Water Tower Fee # I $ I
I Mechanical Permit Fee $ ~o,OO I Builder's Deposit I $
I Sewer & Water Permit Fee $ I Other I $
I Gas Fireplace Permit Fee $ I TOTAL DUE I $ /~ 899. 4-PJ
,
This Application Becomes Your Building Permit When Approved Paid J t"19,Lff' Receipt No. "-I77ll.)
~;'i"'~ 7/z.9 k,'; Date -tf 3.~{t~ By ~~.'
DatI
Th[s tS to certifY that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requcsted. This documcnt
(35 ~~':;:::': "mp".., C,"ifi"" of zoo';;mp;~"d """", ,"",_rum ","m~.~ B,'", "'"p""'. . C"..f""" ..f "''"''''' m"" '"
Planning Director . 2J> Date Special Conditions, if any
24 hour notice for all inspections (952) 447-9850. fax (952) 447.4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Residential Building Permit Checklist
New Construction for Single or Two-family Dwellings in R-1 or R-2 DistrIcts
Reviewed by: ~ ~ Date: 1_ 21"O\.f
Building Permit # PID: d. s .0:' 1_ D N-o Zoning:
Address: 5"1070 FtM')4/ i1..lJJrl Skore..
Legal: L 3.1133. B Subdivision: FOJrb,. S~res
'"Rfsf)
L:J
Existing Structure? @/ NO
Existing Nonconforming Structure? tfiiJ NQH' "
CONFORMS TO ZONING
ORDINANCE
(YES)
NO
I Yard Setbacks: NA I FAILSI COMPLIES
· Frontyard (can be 20' if avq. w/in 150')
· Side Yards
'::-"H:\.~"':-""'"
Standard
25'
1 O'j
25' if abutting a street
Proposed: ->,.-..~
~ 3~. 5'"" I~
. /"', c:.!~ - :
~""',,-,..~~
"....
· Sidewall exceeding 50' requires additional side 2"
setback for every l' over 50' in lenqth
· Rear Yard
· Patio Door: provide for minimum 10' deck or sign
statement indicatinq no deck wilr be built in the future
· From 100 year flood efevation ofwettand/NURP
pond ' ,
· From OHW (Prior or Spring Lake)
10' setback +
2"/1' over 50'
25'
10' sidel
25' rear
30'
fJl
J
I
75' or setback average of
ad~:'.r't'-"~no
( less than 50' )
, Floor Area Ratio{ ~AILS I COMPLIES
~
Yard EncroaChments(NA/, AILS/C~M~UES,:
_Eaves and GtJffeos.ca i"u". lhanZ teet In Wldfu and""
craser lliart 5' feetta, a fat tfne (Easements)'.
f AiCandother.-.equiprnent cannot encroacnonjnterior
: sfde yards.
.30 Maximum
.;J~ t
f
- -].fS~;~~~~:~~~;t};~:. ~
Standard
t
P'ro'pose' ~,',..c;.".,,,,.,.,,,~,-,.jj.,;,'R:'.:~ ~.'
.. .' U1-."~:J~_-_-~~" - t
---'0
Tree Preserv-atfo'1LNALfAILS f co MPtIE& ,...
· Totar caliperfn'cftes('
I. Permit25%. Removal
I ... CalJperJnches Removed
I.. CalIper Inches Preserved
r., Replacement
fi
Starrdarer
~:.1
L\TE?vIPLA TE\BLDGLlST.DOC
~'--"'--"."-"'--"~"""''''~''---~'-,-,--~.""",-"""--~.~,---"'-~'",,-,----,---,-
Driveway: NA / FAllS / COMPLIES
. Maximum width at property line
. Required setback
I. Maximum slope
. All parking areas to be paved including R-Vor
spaces adjacent to the garage
I. Location to match subdivision grading plan
, Building Height: COMPLIES / FAllS
Shoreland District: NA / FAilS I COMPLIES
Minimum lot area (square feet)
I Minimum lot width
I Shoreland alterations
I Impervious surface
~
Bluff in Shoreland{NA I UAllS / COMPLIES
. Setback from toporbluff
I. Bluff impact zone
I. Engineering certification submitted/approved
I. Gradinq in bluff or bluff impact zone
--
Floodplai~NA I ijAIlS I COMPLIES
. 1 00 y~od elevation
. Lowest floor elevation
. Proposed lowest floor elevation
. Elevations 15 feet from structure
. Road access must be no more than 2 feet below
Requlatory Flood Protection Elevation
--
. Accessory Structure( NA J}AILS f COMPtlES
. Size --
I. Notlocated in front yard (Materials)
I.. Side yard and rear yard setbacks
I. Maximum height
I. Materials compatible with principle structure
L: 'TEvIPLA TE'BLDGLlSTDOC
Standard
24'
5' from si-de lot line or
30' from r-o-w on comer lots
10%
35' Maximum
Standard
7,500 Rip, 7,999 Non-rip
50' Rip, 57.3' Non-rip
30% Maximum
Standard
By planning dept.
20' From TaD of Bluff
Bv City Enqiheer
No importing/exporting
Proposed
;ltf. 5" '/! of II' K.L.~~... .
~
/
~
,
. =ul ~
....~~~
~'~.''''~''i
Proposed
I '3"rlo ~t
~ '1cr I ./
V-
I L.( O...,V f1( -' o-~..:. .~...
. )' r -, r . . ...'~ .. ,
. ,"-.", ;."
Proposed ..'
Standard
908.9' Prior lake
914.4' Soring Lake
909.9' Prior Lake /
915.4' Spring Lake
Must be l' above flood
elevation for new and existing
structures. If existing
structure was. C9~structed
. 9119/9a-nJ22197:tfien~'" .
- '. .' -".
. .
additional rooffs'Oiiriea'frrrecf2 . ~."" ..... .
Must be floodel~va.tiQ~Of{
.' ~'l1@nee::.:~-:'(";':~ .,
907.9! for Prior Lake
913.4' for S'prmq;"taRe
Staricfard:
832 sq.ft. or 25% rear yard
10'
15'
.= - BUildin~
. -v-- EnQineerJ
Pink - Planning
Th~ Cf'n'f'r of Ihf' l..kr ('ounul
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
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The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
[.- L' ! I"'" I \ ,'" ,-' H'" , ,';-- r -"-'--'-/' ".-" -"-
f (' l , 'I \! '....._ 1 ~f-\ ! ('"j -- ilL I ~'C. "-_ I I<.........~ C:,
Accepted
)(
, "',
Accepted With Corrections
Denied
Reviewed By:
/YJ4;3
Date:
g -dO '-o~
I
Comments: 'See Reverse Stde for Additional Information!
"'~'-."'''''''''-.''!~''''''... .~_. ,......',. .~. :.t' .:: ~rft.'
See Attachments: l1..Grading Plan. 2) Erosion Control Measures
liThe 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."
."_b"~'''''='''''''''~"'M__'''_~_~_.'_,,,_",,___, '._,.,._.,," _~'~"~.~_"~"''''_'''''_____'_''~''__'''_~_'___~___'.__'
White - Building
Canary - Engineering
(pink ... ~ Plannili9')
The Cenfer of the Like Countl1"
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
-ri--
- ,.--
L ' II r',
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t__. I ~- ____-
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I.
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L.- _.
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The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
r 1\ 11,,- i t-\ \, .
~=" t-/ / I
i-- .
1....- .........
ll~
/--
L-
Accepted
~
Accepted With Corrections
Denied
Reviewed By:
~rn, me.,,~
Date:
kif t,~ /0 'f
I
Comments: ".A\\ f'o.xk.'^j / A.riv-t..W\ ~ r"Y'U.dt- b ro..vd,
"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."
c:ibi!e - Ruildin0
Canary - Engmeering
Pink - Planning
The Ctnlt'r of Iht 1.lkf Counlr}'
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
APPLICATION RECEIVED
TR..UELlN~ BUILOb"t2.S
I. 22. ()4-
I
NAME OF APPLICANT
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
5 f.t; 7 0 r:-A I te..lA'J\J N srlo f2.BS
Accepted With Corrections /'
I ~ Sf;
Accepted
Denied
,.
(K", "
Reviewed By: ~
Comments: ~~ at./
P' .-
~~
'-14--- .
J
~~
Date: 7 /!~h, if
. , .
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~~
...
~
~
"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."
Date Rec'd
. .. . ... . ClriOF PRIOR LAKE . .. .
". . . . .
...I:tlliA....W~G/MR CONDITIONINGlll'I.tCEPLACE PEAAul .
. .... -. . .' '. .' .
. ".Fi.le . . ". .... II.. ........ ',' .7.
:f~ ~icant I PER.M}T N().bf. "~f!? . .
;~: .:.
,,:":;'
';', ,-
Residential, lIeating~. P.Jq.~e~;q~hstruction)
. Residential, Heating OnIy(N~v(Cohsti'i.J~on)
."', ........".. " .
. ...." ".
Residen~aI,Additions & Alterations .. .
Residential; AC Only
. . ",:,
:EsMlated Cost $ /f3" v e/ c!J
HEATING PERMiT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$U\l\ QDJ\ luf\\!- .
$ . .50
$
..~,;~....
. .~~~
~l'>
-,
Buildmg ~ennit #
(Office Use Only)
This Application Becomes Your Building Permit When Approved - ~ I (rtt ~ n WI I~ \ I
U) Date
- .. AUG 24 2004 -:--
. 24 hour notice for all inspections (952)' t~"-9850, fax (952) 447-424~
Receipt No. .
Building Official
By
err
Date
By
Date Rec'd
CITY OF PRIOR LAKE PLUMBING PERMIT
I. Blue File PERMIT NO. ()~ -8611
2. Gold City
3. Yellow Applicant
(Please type or print and sign at bottom)
ADDRESS ZONING (office use)
5'70
hrrlA./;Nj\
~t~r..e~ frA; (
<i,':;~
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID
OWNER
(Name)
~()~
,
&ctvv
(Phone)
(Address)
APPLICANT I. I ,( AI I
(Name) !/V/.-U){ "'c.-~ S~II'-' PI k~l~
Jh JI\.,UJ -~, IA . P 1/1 ~, f-k
(Address) , (City) (Zip Code)
(Contact Person) ~ W(.J;?~f J~ 1/),1 (Phone) --'.J.~ - a;). I - '1714
APPLICANTSIGNA~URE ~ ~~ ~.~~~ DATE 1-3-A4
C ~LICANT ~EASE COMPLETE BELOW
I Quantity Type of Fixture Quantity
I .J / I u.. Bath Tub ~ or ~ shower
I ' Dishwasher
I I Floor Drain
I ~/I i:. 1l.r.J.", Lavatory (Bathroom Sink)
I . .. Laundry Tray (lor 2 compartment sink
~ .I /l...'Z "".lt~ Shower Stall
] Sinks
I Bar Sink
'iJLI 1!.r4 Water Closet (Toilet)
(Phone)
763 _47'S - p .)~Go
5"~'-t1.(7
(Address)
1/~
Type of Fixture
J
Rough-ins
Water Heater
Water Softner
Stand Pipe (Washing Machine)
Sewage Ejector
Backflow Assembly
Backflow Assembly Test
Lawn Sprinkler
Other
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum
Residential, New One & Two-Family $99.50
Residential, Additions & Alterations $39.50
Estimated Cost $
Building Permit #
PLUMBING PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$
$
$
.50
Building Official
() !JJ!~
Paid (ft1 fd"-' Receipt No.
Datc,r~;OLf By ~.
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 U.
16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714
Date
(Office Use Only)
This Application Becomes Your Building Permit When Approved
CITY OF PRIOR LAKE
HEATING/AIR CONDITIONING/FIREPLACE PERMIT
Date Rec'd
I. Pink
2. Green
3. Yellow
FIlS It'I 011-. D8S1
~:~. I PERMIT NO.O.A 1/ ~ I
ApplIcant #i>f- . V
(Please type or 1Jrint and sign at bottom)
ADDRESS
5670 F AIRLA WN SHORES TRAIL
ZONING (office use)
I&J'.D
LEGAL DESCRIPTION (office use only) /. / ,L1.L::'~
LOT BLOCK ADDITION ~/4/JWfV SItO~
PID 25.03(. O(t(-,"O
OWNER
(Name TRUE LINE BUILDERS
(Phone)
(Address)
APPLICANT
(Name) ALLIED FIRESIDE DBA FIRESIDE HEARTH & HOME
(Phone)
651-633-2561
(Address)
2700 NORTH F AIRVIEW AVENUE
(Address)
ROSEVILLE
(City)
55113
(Zip Code)
(Contact Person)
BRENDA HUSTON
(Phone)
651-633-2561
APPLICANT SIGNATURE
BRENDA HUSTON
DATE
10/25/04
APPLICANT PLEASE COMPLETE BELOW
xD NEW CONSTRUCTION D REPLACEMENT D AL TERA TIONS
FURNACE MAKE AND MODEL FUEL
FLUE SIZE RETURN OPENINGS INPUT OUTPUT
TYPE OF SYSTEM HEATING OR POWER PLANT
DWarm Air Plants
DGravity
D Mechanical
DAir Conditioning
DVent. System
D Steam
D Hot Water
D Radiation
D Special Devices
o Other Devices
PLEASE NOTE:
Air Conditioner Units
Cannot Encroach into
Required Side Yard
Setbacks
FIREPLACE MAKE AND MODEL
HEAT N GLO SL-350TRS-C
Industrial, Commercial & Multi-Family
FEE SCHEDULE
1 % of job cost Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
$39.50
Residential, Heating & NC (New Construction)
Residential, Heating Only (New Construction)
$39.50
$39.50
Estimated Cost $
REA TING PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
Building Permit # 04- , / I (, ~
$ .3 9, ~-u
$ .50
$ 40. (/V
(Office Use Only)
This Application Becomes Your Building Permit When Approved
Buildin!!: Official
Date
Paid ~, fA}
Date IIJ~, 0 ~
Receipt No. "';365
By pi
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
DEPARTMENT OF
BUILDING AND INSPECTION
PRIOR LAKE
INSPECTION RECORD
SITE ADDRESS .f2.k-7/J H;~L.A~ ~~ ~. S€.
NATURE OF WORK NDI~~ / ~ / A&~~t/"n'~,
. .
USE OF BUILDING .s:,c;~. -
PERMIT NO. 04.0$3.:; / DATE ISSUED 7/;rf1..~ .
CONTRACTOR 1}Ut€ upeBJlUtS. PHONE I'&-'."-~&,,
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
DA,E /'
FOOTING ,h#- f. A,,~'- : '50 1)1
I FOUNDATION {Prior to BaCkfili>'':'~ r~ IP';;f 4t 1 $' :ff%1i'
PLACE NO CONCRET~<<t ~~~~ BEEN ~):9~-f
1M'
INSULATION .!nJ/-,
ELECTRICAL '
PLUMBING If rJ. r;!7#''; JIt4- (/,t:##/-Y,' .IM- /4~~
EATING if re uired . ~4f //IIf!{ .
, . " _1 IIPJ-, jl!!f",; ,
"//'''''''-./ 7r/"'V /~'/r//le?~
'./-! ,~~fll) ~,/ /J".Ylr ;'''O'IC.e! ~""#.,,"'- ~ /2/~/",~-
, / ' " ~. '? '
COYER NO WORK UNTILABO)lE HAS ~EEN SIGNED "
/.,ATIfr /~I,T1/.It.6P STI~ I ~/C ~ I / /-1> /Qj-
, FINALS
GRADING (Prior to Sodding) fl/D 10,/"'. bs
BUILDING lIP?
ELECTRICAL
PLUMBING
HEATING
DO NOT
, I
/11/0,1
II p91t'Lj
I
" /
;/ ~ /d.h
11/ "z-/PS-
ft"'# / /;2/ /(jS~
~ /,,2/,..~r
OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet Is available, card shall be placed near main entrance.
FOR ALL INSPECTIONS (952) 447-9850
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS ~~t/
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
~AL
o SITE INSPECTION
COMMENTS:
./
/,,1
:?/n &;
DATE TIME
SCHEDULED ~~~
,
k:V~~~ sh'o,~c 7;/
CONTR.
PERMIT NO.
y-cfS-7
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
./
L'V/
{/ /<--
---.,
~_.<--
~
/ .~
( /?/
\ (//0 5-e
~ORKSA~EED
~RRECT ACTION AND PROCEED
.
/
t'
~
----- '/ ~
~/ /-e )
~
o CORRECT WOR~~7 ?NSPECTION BEFORE COVERING
Inspector: /' p...r 7 ~ner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
ADDRESS
.~?CJ
;2hkT1ME
) ,
~/)- b-,~~ /),4,;-e 7)(
SCHEDULED
CITY OF PRIOR LAKE
INSPECTION NOTICE
OWNER
PHONE NO.
CONTR.
PERMIT NO. -LJ~- rs-./
o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLlNG
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
o FINAL [:]..1LUMBING FINAL 0 GASLINE AIR TST
o SITE INSPECTION ~H FINAL 0
COMMeNTS: I /. /'
/&r~/~. 8~r ~tr;6
rJ'\ L/. ~ .
~/ d / ~ , ~.Y"-q!C.~)-
g /' /)"
#/r'~ ~AM-- ~12 r /-r:rr r ("'"'9 ~ .
~4:c::?ks.. (.2) ~/? (AJ k/~
~.,L~~. tf, y:i;, ~?;t~~ I' ~~<:'J
~./:;C/A,/~': 4~' y./
..-
/1- /
/?~./
/"
D/C
~K SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
[J CORRECTW~R>~~~EINSPECTION BEFORE COVERING
Inspector: ~ ~ _ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH .I SAFETY!
INSNOTl
DATE TIME
CITY OF PRIOR LAKE ~ / _ /
INSPECTION NOTICE I/....v/~
. / /'
ADDRESS -5b 70 /i;~4~ ~~
OWNER CONTR.
PHONE NO. PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
-8--Pi.UMBING FINAL
o MECH FINAL
o EXIGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
./ / /
$~I'CJ~e:..-~
./ / A /
4Gh-/ ~t:e.$S.. ~
- 4(;)4- - be ,h, u.--"
J ~ /
~U// c;J/c
/. J /
CdAtr~a:J
,
/1) . / I' /? / / 4 /)
C!J /V~.ed 0:qr9v5?j~~ ~/ ~~
~~/-~~ '&-4'k,- !Y ~*y-
~~ rcr-
- / /'
( 2~t?/c
/1-./ ~/
& b//otic: /74-'k.
//
t4c
o WORK SATISFACTORY, PROCEED
~ECT ACTION AND PROCEED
o CORRECT WORK, CA F REINSPECTION BEFORE COVERING
Inspector:
, Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
------_._-------_.~~._-,-----._,..
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
I~ ~I '-05
PHONE NO.
t;' 7~V'< 6htJ/~
CONTR. 'f;,-ve J,~( fS.;t 'WJ
PERMIT NO. !,/ ,y S'" 1
ADDRESS
OWNER
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
..;::! FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
~~ILLING
o PLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
&rW- elL
~RK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
~-~~
Inspector:/~' ~
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/
INSNOTI
ADDRESS 5"~ 7D
OCCUPANT
HEAT lOSS
SOlD BY /'" .,~ - ~
Electrical Work byt. ::;..-
TYPE OF HEAT GA_
r:A \ r ) n,J It
c::' l
.) Ide.., \
HOUSE HEATING TEST RECORD
--
/ro j
,FlOOR
.DATE HTG. INST. . /LI / /1 ~
MAKE
Model
Serial
INPUT
FA 'yC7 HW
GAS DESIGN
~r.. A-.>- t
~ ifs /Y1 A V tr~:;).. ,,''K r;. J.JJ~ IJ
;,? '-/ 0 '-I J4- I ~ I <1'0
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'7 CONTROlS
THERMOSTAT Df A ~t...... Heat Plug
JfZ.-
'" "-
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Valve
limit
limit Setting.
Fan Setting
pilot Type
pilot Make
Pilot Model
Pilot Timing_
loW Cut Off
I <[0
Pressure
Input CFH
Stock Temp..
Form 235
7,:1",11/
Percent C02/;' ? %
Percent 02 -:; ,f} ~
Percent CO ,...&-
<} "
"
'''-;
.-:i!..... "~b."__. ~~..d. It_~. ~
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.APT.
_OWNER
STEAM.
JNSTAllED BY
_Gas line By
SPACE HTR.
MAKE OF BURNER
Model
Max. BTU Rating
, MAKE OF FURNACE
Model
JOB# ""J ~ :;-V
CITY K ir< Lk:SUBURB
II / /~" j 1J;t'~ I
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Vent Size
r-// j);f~
KIND OF LINER
Draft Hood
Filters Size.
. Chimney location Inside
. Chimney Construction _
Smoke Bomb
Draft
Door Pressure
UNIT HTR.
CONVERSION
OTHER
SIZE NONE
Regulator.
Number.
Outside
Wiring
Test Tag
lighting Inst.
.~
Date Tested I Z '.:j-cJ /;/
Company Testing Alliant Mechanical, 3650 Kennebec Dr., Eagon, MN 55122
Name ofT ester ("yo'
,;::P
ADDRESS 51: /^
OCCUPANT
HEAT lOSS
SOlD BY. L - _.~
Electrical Work by I
TYPE OF HEAT GA
,.....
t--:A' ( 1....,..<.,0"'
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INPUT
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limit I q V
limit Setting.
Fan Setting
pilot Type
pilot Make
pilot Model
pilot Timing
loW. Cut Off
Pressure:;, "," "V
Input CFH _
Stack Temp..
Form 235
'_.
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./
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J~-, 7 t... 9
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,-
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ff}:! h?!::f
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CONVERSION
MAKE OF BURNER
Model
Max. BTU Rating .
MAKE OF FURNACE
Model
Vent Size
KIND OF LINER
Draft Hood
Filters
. Chimney location
, Chimney Construction
Smoke Bomb
Draft
Door Pressure
Size
Inside.
SIZE, NONE
_ Regulator
Number
Outside
.Wiring
.Test Tag
_lighting Inst.
.~
Date Tested IZ . '1' //';1 ,
Company Testing Alliant Mechanical, 3650 Kennebec Dr., Eagan, MN 55122
Name of Tester rJ.;r
j:/
..........
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,....~_.-...
r..,... h"n"rlnl ., Mlnnnot.
3526 Labora Road
WnIIl Beer l.8Ict, MN 55110-5100
65UllUl20 Fill: 851.481,9201
WYIW.larsonllllgr.com
~ Larson
OL TMA.~ RESIDENCE
GARAGE: FLOOR SLAB AND FOUNDATION
PREPARED FOR TRUELINE BUILDERS
INDEX
Sheets 1.3 Structural Notes
Sheets 4-8 Plan and Details
~\E @ IH \1J \E~
\\ffi AUG 1 1 2004 ~
~ --:::
--
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PIp:lIt -1"F*Id by me f1f Ifttet my died
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:1524 Labore Road
W/'illA Bear Lakll. MIMQlIOla 55110-5100
851.4e1.9120 Fall:: 651.48Hl201
www.larsonen9r.com
i Larson
FAX TRANSMITTAL
TO:
Bob SWllve
Date:
8f912004
Company:
Tru,L1ne Builders
~roject No: 20040792
~rojl!c1 Name: Ottman Garage
Fax No:
9S2.253.()S70
From:
Henry Voth
Tel No:
Re:
Pages:
9
(Page count includes this Fa)( Transmittal sheet.)
MESSAGE
Bob.
Attached is the structural information for the garage slab and foundetio,.. walls. The top layer of
reinforcement In the slab Is to minimize cracking to ensure water-tightness. Please 91ve me a call with any
questions.
Henry
~l4hl~O j ae.sr:.wl'
'la/Ii> J 0 +
FAX oopl_ to:
Tel. fI1
F.xl1Jl
CONFIDENTIAJ.ITY NOiE The informltion c:cntllined in this fIx is being transmitted to and is in\llnded for the person
'lamed. Dist1emination. dilltri)utlon or copying of this messlge by anyone other t~an the recipient is strictly prohllllled. If
you have received lh:s message in error, please notlfy us by telephone and deslroy this message and any allachment3.
r 9: 6 '(.,1
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N~ jO 8NI~j3~]DNj NOS~Vl
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oltman structural Notes.txt
GENERAL STRUCTURAL NOTES
1. BUILDING CODes USED FOR DESIGN:
a. MINNESOTA BUILDING CODE, 2003 EOITION. (IBC 2000)
2. FOUNDATIONS:
a. ALL FOOTINGS FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM
SOIL BEARING PRESSURE OF 1500 PSF. IT WILL Be THE RESPONSIBILITY OF
OTHERS TO V~R!FY THIS B~RING CAPACITY. TO !NSURE THAT DAMAGING
DIFFERENTIAL SETTLEMENT WILl NOT OCCUR.
b. GRANULAR FILL SHALL 8E COMPACTED TO 98% STANDARD DENSITY (ASTM:
0698-91).
c. IF SOIL AT cOTTOM OF FOOTINGS AS DETAILED IS OF QUESTIONABLE
BEARING VA~UE, THE ARCHITECT'S OFFICE SHALL BE NOTIFIED AT ONC~.
d. WALL FOOTING ELEVATION CHANGES SHALL BE STEPPED AT A RATIO OF 1
(VERTICAL) TO 2 (HORIZONTAL). MAXIMUM VERTICAL STEP SHALL BE 1'-4"
UNLESS OTHERWISE NOTED,
e. ALL ~TERIOR WALL FOOTINGS SHALL HAVE A MINIMUM SOIL COVER OF 3'-6"
MEASURED FROM BOTTOM OF FOOTING UNLESS OTH~RWISE NOT~C,
f. PROVIDE A 6" SAND CUSHION AND POLY VAF'O~ BARRIER BENEATH ALL SLABS
ON GRADE. COMPACT SAND WITH MECHANICAL EQUIPMENT TO +0" TO -3/4" OF
CORRECT ELEVATIONS. THE VAPOR BARRIER S~A~L BE PLACED DIRECTLY BENEATH
THE SLAB. THE S~B SHALL BE MOIST CURED TO PREVENT CURLING.
g. BASE FILL (SAND CUSHION) FOR SLABS ON GRAD~ SHALL BE REASONABLY WELL
GRADED
SAND (SW OR SP) CLEAN AND FREE OF ORGANIC MATERIAL WITH NOT MORE THAN 5%,
BY WEIGHT, . PASSING A NO. 200 SIEVE AND LESS THAN 40%, BY WEIGHT, PASSING
THE ~40 SIEVE. COARSE AGGREGATE SHALL NOT EXCEED 3/4",
3. DRAINAGE:
a. A DRAINAGE BLANKET OF GRANULAR SOIL (SAND EQUIVALENT OF 30 MIN.)
SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 1 FOOT OF THE TOP OF
THE WALL AND EXTEND A HORIZONTAL DISTANCE EQUAL TO ONE FOOT MINIMUM
AT THE SASE, A PERFORATED 4 INCH DIAMETER PIPE EMBEDOED IN A
1 ~OOT SQUARE, 3/4 INCH DRAINAGE ROCK MATERIAL WHICH IS WRAPPEO IN
FILTER FABRIC SHALL BE INSTALLED AT THE BASE BEN~ATH THE PI~E.
DRAIN PIPe SHOULD HAVE A MINIMUM GRADIENT OF ONE PERCENT TOWARD THE
DRAIN OUTLET. PLACE PERFORATIONS ~~ARD. DRAINAGE SYSTEM TO eE
FREE-DRAINING AND UNOBSTRUCTED AND OISCHARG~ THRU WALL AT INTE~VALS
NOT TO EXCEED So FT.
4. DESIGN STRESSES:
a. CONCRETE:
STRENGTH AT
28 DAYS(PSI) TYPE MIX LOCATION
4000 STD, WT. AIR-ENTRAINED EXTERIOR SLABS & WALLS
3000 STANDARD WEIGHT FOOTINGS
b.
c.
d,
e,
f.
~:
; .
MASONRY PRISM STRENGTH
~ASOMY UNITS
MASONRY GROUT
NON-SHRINK GROUT
REINFORCEMENT
ANCHOR BOLTS
WELD ELECTRODE
WELDED WIRE FABRIC
f'm · 2000 PSI (@ 28 DAYS)
f'e. 2800 PSI (~ 28 DAYS)
fIe -= 3000 PSI (@ 28 DAYS)
fie · 10,000 PSI (@ 28 DAYS)
Fy = 60,000 PSI ASTM A615 (DEFORMED BARS)
FU = 60,000 PSI ASTM A307
FU -= 70,000 PSI
ASTM Al8S
Page 1
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N~ jO 8NI~jjN19Nj NOS~v~
lW9J: 6 H;liG '0 i '9n~
2.. .~
oltman structural NoteS.txt
5. CONCRETE COVE~GE FOR REINFORCEMENT:
FOOTINGS
PEDESTALS
FOUNDATION WALLS
ST~UCTURAL SLA8
EX~OSED EXTERIOR CONCRETE
SLAB ON GRADE
3" FROM BOTTOM
2" TO TIES
EXTERIOR FACE 2"
INT!;IUOR. FACE 111
1" TOP
3/4" BOiTOM
'l"
..
1" l:R.OM TOP
6. MASONRY COVERAGE FOR REINFORCEMENT:
WALLS
PI ~STERS
7. REINFORCING STEEL:
3 1/2"
3" TO TIES
THE REINFORCING STEEL CONTRACTOR SHALL FABRICATE ALL
REINFORCEMENT AND FURNISH ALL ACCESSORIES, CHAIRS, SPACER BARS
AND SUPPORTS NECESSA~Y iO S~CURE THE REINFORCEMENT UNLESS SHOWN
OTHERWISE ON THE PLANS AND/OR DETAILS.
CONCRETE RE1NFORCEMENT S~ALL BE PLACED ACCORDING TO T~E CR51
"RECOI+IENDED PRACTICE FOR PLACING REINFORCING BARS".
COMPR.ESSION AND TENSION ~P SPLICES FOR CASTMIN-PLACE CONCRETE
SHALL BE 38 BAR DIAMETER MINIMUM UNLESS OTHERWISE NOTED.
TENSION LAP SPLICES FOR REINFORCED MASONRY SHALL BE 48 BAR
DIAMETERS MINIMUM FOR #5 BARS OR SMALLER AND 64 BAR DIAMETERS
MINIMUM FOR #6 BARS OR LARGER, UNLESS OTHERWISE NOTED.
HORIZONTAL REINFORCING STEEL IN ~OOTINGS AND CONCR~E WALLS
SHALL BE CONTINUOUS AROUND CORNERS.
ALL LAPS IN WWF SHOULD BE ONE MESH PLUS TWO INCHES AT SPLICES.
TOP BARS SHALL BE HOOKED AT END SPANS.
REINFORCING BARS MAY NOT BE WELDED wITHOUT APPROVAL OF THE
STRUCTURAL ~NGINeeR. ONLY ASTM A706 REINFORCEMENT MAY gE WELDED.
B. CONCRETE:
a.
b.
c,
d.
e.
f.
~:
a. CONCRETE WORK SHALL CONFORM 10 A~L REQUIREMENTS OF ACI 301.
b. COMPLY WITH ACI 304 FOR MEASURING, MIX!NG, TRANSPORTING,
AND PLACING CONC~ETE.
c. COMPLY WITH ACI 305 FOR HOT W~THER CONCRETING.
d. COMPLY WITH ACI 306 FO~ COLD WEATHER CONCR~ING.
e. UNLESS NOTED OTHERWIse. CONCRETE MUST REACH THE FOLLOWING
~ERCENTAGeS OF ITS 28 DAY COMPRESSIVE STRENGTH (Fie) BEFORE FORMS
MAY BE R.EMOVED:
WALLS
FLOOR. SYSTEMS
40 PERCENT
80 PERCENT
9. BACKFILLING:
a. NO BACKFILLING ANO LOMPACT~NG OF EARTH SHALL BE PERMITTED
AGAINST FOUNDATION WALLS UNTI~ SUPPORTING FLOOR SYSTEMS HAVE BEEN
PLACED ANC HAV= REACHED 75% OF THEIR DESIGN STRENGTH OR UNLESS
ADEQUATE BRACING SUBMITTED ~OR ~EVIEW IS PROVIDED.
b. BOTH SIDES OF FOUNDAT~ON WALLS SHALL BE BACKFILLED
SIMULTANEOUSLY SO AS TO PREVENT OVE~jU~NING OR LATERAL
MOV=MENT OF WALLS.
10, CONSTRUCTION AND CONTROL JOINTS IN CONCRETE:
page 2
, 'd iC'6'"
v G .I ~., 1",)1\
~~ ~C 8N!~33~10N3 NOS~Y'
~~~L'):~ 1'r.:Ol'O~'8n~
oltman Structural Notes.txt
a. CONSTRUCTION JOINTS SHALL BE MADE AS DETAILED ON THE DRAWINGS.
b. MAXIMUM SPACING FOR CONTROL JOINTS IN SLABS ON GRAD= SHA~L BE
15'-0".
c. A 15'wQ" MAXIMUM SPACING OF CONTROL JOINTS MA.Y NOT INSURE COMPLETE
CONTROL OF SHRINKAGE CRACKS. A CLOSER SPACING MAY B5 USEO BY
REQUEST OF OWNER IF MORE COMPLETE SHRINKAGE CRACK CONTROL IS
DESIRED. CONTRACTOR TO VERIFY WlTM OWNEk.
d. CONSTRUCTION JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE
LOCATED SO NO SINGLE POUR IS LONGER THAN 40 FEET.
Page 3
3\~
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3524 Labore Road
Vllhite Bear uk., MN 55110.5100
651.481,9120 Fax: 661,.481.9201
www.llII1Ionengr.com
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3524 Labol'll Road
White Bear Lake, MN 55110.5100
651.491.9120 Fax: 651.481.9201
www.lal.&onengr.com
SUBJECT OL 1 !v1 AU R ~r ~::-f~ CE
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