HomeMy WebLinkAbout2014 - 01469 - addn/remodel/repair 1111111111 X111 1 1111 11 Q
CITY OF ORONO * 2 0 1 4 - 0 1 4 6 9
2750 KELLEY PARKWAY DATE ISSUED: 12/23/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2610 WEST LAFAYETTE RD
PIN : 21-117-23-24-0043
LEGAL DESC : SHORE HILLS
: LOT 011 BLOCK 000
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 51,000.00
NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE)
BASEMENT FINISH
APPLICANT PERMIT FEE SCHEDULE 689.25
MCGOWAN DESIGN BUILD INC PLAN REVIEW 448.01
11180 33RD CIRCLE NE STATE SURCHARGE(VALUATION) 25.50
ST MICHAEL, MN 55376- TOTAL 1,162.76
Minnesota State License#: BUIL-BC642682 Payment(s)
CREDIT CARD 3076 1,162.76
OWNER
ENQUIST,CYNTHIA
2610 WEST LAFAYETTE RD
EXCELSIOR, MN 55331
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
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ApplicantYermitee Signature Date Issued By Signature Date
City of Orono
Building Permit Application for Maintenance / Replacement / Renovation
(No structural expansion. Only windows, doors, siding, re-roof, etc.)
Vo A PO Box 66 Mailing Address: Permit number:
Crystal Bay, MN 55323-0066 Date received:
Street Address: Received by:
� � 2750 Kelley Parkway Plan review fee:
` 'rESHO��G Orono, MN 55356
Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: _26 /0 C r'S tq}Ar✓c e rJr"c'z _ c(-7//6 /
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ° No
If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: ,llc 0Jcei7 i,/7 8(Air(.r- /Cr
State License# .8c- 6 t/,2 G g'.2 Expiration Date: 3/-1
Lead Certification Number: Mr-//8973 -- / Expiration Date: !/-
(for work on homes that were constructed prior to 1978
Phone: (cell) s-2 - ..2/.2 y66 (office) p'S 2- .2/2- /766
Mailing Address: /WA) City:.syr<,1r'e/c„' ZIP: 3-s-.3-7C
Contact Person: �o/,,, /'7c Applicant is: �ontracty / Homeowner (Circle One)
Email and/or Fax: I cin 6-) Ai.6>c ccs cell t S'c9,I Re; c c^V,2
PROPERTY OWNER INFORMATION:
Name: CMcly F pJ4'
Phone (day): / -- 3��- /Y;6
Address: 7.6/0 Lif s--t Z y-ye Ac-,,/ City: p/;, ZIP: 53:3 (
Email and/or Fax:
PROJECT INFORMATION: Overall project description: / S .me/Z.` An//3-4 ivct..‹
Type of Project: Any earth movement may also require
❑ Door(s) 0 Remodel 0 Fire Damage MCWD review&permits:
❑ Re-roof,asphalt 0 Repair 0 Storm Damage Minnehaha Creek Watershed District(MCWD)
18202 Minnetonka Blvd
0 Re-roof,cedar Restoration 0 Water Damage Deephaven, MN 55391
❑ Re-roof,other(specify) 0 Siding 0 Other: (specify) Phone: 952-471-0590
Fax: 952-471-0682
❑Window(s) www.minnehahacreek.orq
Estimated Construction Valuation of Project(excluding land) $ :S"i; cc'c "=-
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
you refuse to supply the information/ e ap•lication may not be issued.
Applicant's Signature: - (� - �' '�3-� Date:
Owner's Signature: Date:
Last Updated: 03/06/2013
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address/Permit Number: 2(2 I 0 (A)e-'ST LA-f 4y rT
Description of work: g AS G r' E. nl T— IC /ry t S/-4-
Septic review by: r)I i4 Date Approved:
Zoning review by: /\:l Date Approved:
Building review by: i_ r-- Date Approved: 1 Z'Z3 2-0A.(
U
Grading review by: /`�/ A Date Approved:
Zoning District: Zoning File#: Reso#: Reso Date:
Zo•ing: Lot Area: SF/AC Width: Lot Coverage: _%
Surve• Submitted: D Yes D No Date of Survey: Revised d- e ? :
Propose. etbacks:
Front(Lake Rear(Street) ( N S E W ) ( N S E W ) Other - ildings Wetland
Side Side
Defined Height: Peak Height: FFE: FFE mi• s 6 feet= (ExistingContour)
9
Perimeter(linear feet) = 50% = #of St. les Ok? D YES
FOR A BUILDING WITH A BASEMENT OR - •WL SPACE:
The distance be .een the lowest F• - A BUILDING ON A SLAB FOUNDATION:
START WITH proposed floor(of •e basement or crawl
space)and the highe point of the roof. START WITH The distance between the top of slab and
If you have a... the highest point of the roof.
If GABLE OR HIPPED -'OF(no •youave GABLEa...
• OR HIPPED ROOF(no
windows): Subtract half - windows): Subtract half the distance
distance between the highe •oint between the highest point of the roof
of the roof to the low point oft - to the low point of the corresponding
SUBTRACTION corresponding gable or hipped ro'• SUBTRACTION gable or hipped roof
(BASED ON ROOF • GABLE OR HIPPED ROOF( ' (BASED ON • GABLE OR HIPPED ROOF(with
TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance
distance between the top• the between the top of the highest
highest window and the ighest window and the highest point of the
point of the roof roof
• ALL OTHER ROOF TYPES(flat,
• ALL OTHER ROO• PES(flat, mansard,etc):No subtraction.
mansard,etc): •subtraction. ADDITION Add the distance between the top of slab
SUBTRACTION Subtract the distan•'- between the (BASED ON and the highest existing grade adjacent to
(BASED ON EXISTING basement/crawl •ace floor and the EXISTING the foundation.
GRADES) highest existin; grade adjacent to the LGRADES
foundation •' 10 feet(whichever is less). •UALS Defined building height
EQUALS Defined ilding height
•
Shoreland District MCWD Permit Received Average Lakeshore Setbac. k et? Bluff
D Yes D No D N/A D Yes D No
D Yes D o D Yes D No D N/A
Permit Number: -tback:
Stormwate• Quality Existing Proposed Variance Required CUP Required
Overlay • strict Tier Hardcover Hardcover
D Yes D No D Yes D \ o
Type(s): Type(s):
Updated: January 2013
v:\forms\plan review checklist 2013.docx
REMARKS (in-house):
Fees to be Charged YES NO,
Permit L./.-
Plan
tePlan Review
State Surcharge
Investigation Fee
SAC—Number of SAC Units
Other(specify)
Square Footage $per Square Footage
Basement X = $
15t Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $ S9 f 00 v o-9—
Orono Inspections Required Work Requiring Separate Permits Required State Permits
CI Site /larl:),umbing 0 Grading/ Filling 0 Well
El Hardcover Removal ,0'Mechanical CI Fire Electrical
O Footing El Septic CI Water Connection
CI Poured Wall 0 Fireplace CI Sewer Connection
El Foundation Survey 17 Masonry CI Lawn Irrigation
CI Radon Rock Bed El Mfg.
4-Framing 0 Other(specify)
Insulation
Cl/As-Built Survey
Ja Final
CI Wetland Buffer
CI Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access: Existing: El YES El NO New: 0 YES 13 NO
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED
Updated: January 2013
v:\forms\plan review checklist 2013.docx
-- FORTE MEMBER REPORT Basement Beams,Floor.Drop Beam PASSED
2 pieces) 1 3/4"x 9 1/2" 2.0E Microllam® LVL
Overall Length:9'10"
_,
0 ^ �ra
0
9'4. 4.
0 El
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 41 Location Allowed Readt LDF Load:Combination(Pattern) System:Floor
Member Reaction(Lbs) 3490 @ 1 1/2" 4463(3.00") Passed(78%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Its) 2682 @ 1'1/2" 6318 Passed(42%) 1.00 1.0 D+1.0 L(AU Spans) Meng Use:Residential
Moment(Ft-lbs) 7391 @ 4'6 7/16" 11775 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) Budras code:IBC
Live Load Deft.(in) 0.207 @ 4'1011/16" 0319 Passed(L/555) — 1.0 D+1.0 L(AU Spans) Design Methodology:ASO
Total Load Dell.(in) 0.275 @ 4'10 3/4" 0.479 Passed(1/418) -- 1.0 D+1.0 L(AU Spans)
•Deflection at aria:U.(L/360)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)mug be braced at 7 10"o/c urdess detailed otherwise.Proper a tadmiwit and positioning of lateral
bracing is required to achieve member stability.
Bearing Length Loads to Supports(Bbd)
Supports Total Available Required Dead Lei a Total Accessories
1-Sid wall-SPF 3.00" 3.00" 2.35" 851 2639 3490 Blocking
2-Stud wall-SPF 3.00- 3.00" 2.31" 846 2592 3438 Blotting
•Blocking Panels are assumed to tarty no loads applied directly above than,and the full load Is applied to the member being designed.
Tributary Dead Floor Live
Loads Location Width (0.90) (1.00) Comments
1-Uniform(PSF) 0 to 4'1" 14'9" 12.0 40.0 l-Ussg
Areas
2-Uniform(PSF) 4'1"tD T 1" T 6" 12.0 40.0 Residential-Uvbg
Areas
3-Uniform(PSF) T 1"to 9'10" 14'9" 12.0 40.0 Residential-Living
Meas
Linked from:RO
4-Pent(b) 4'1" N/A 42 98 Trimmer-Lit Sde,
Support 2
Linked from:RO
5-Point(b) T 1" WA 85 202 Trimmer-Right Side,
Support 2
Weyerhaeuser Notes (4)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sting of Its products nil be in accordance wUti Weyerhaeuser product design asteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to ascent Weyerhaeuser iEiature for lostallabon details.
(www.woodbywy.eom)Accessories(Rini Board,Bloddrg Ponds and Squash Blocks)we not designed by this sd tware Use of this sofvsare is not kUweled to
riamve t the need for a design professional as determined by the authority having jw6d click.The designer of record,builder or framer is responsible to
assure that this caladation Is compatible wit the overall project Products manufactured at Weyerhaeuser fealties are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Soitware Operator
Forte Soiiv:are Operator Job;dotes 11/20/2014 10 23:59 AM
t — Forte v4.5.Design Engine:V6.1.1.5
Tim Rocherord i
STEi RT LU4ABER CO /12014 1 C7JQt.
Sf4fP,
..612:218-12 1
trochefcrd`star:>:a;:ar(!omberca.cnm l Page 1 el
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unexcavated area
(below sun room)
2610 West Lafayette Road
Orono, MN 55331
Cindy Engquist residence
sump pumpI?
New Closets j (existing) contractor:
McGowan Design Build Inc.
/ MECHANICAL contact: John McGowan
1 952-212-1966
NEW i john@mcgowanDesignBuild.com
2 FINISHED SPACE
/ boiler
al
. : _� .. 2620 2620 z6zoI z=
•
•' \ ' / .....
N ° \ •
♦. •
' \
REMOVE WALL •
,-- 1868 _ , 2468 1 c — UP (install two 9-1/2" •
I tank
Microllam LVL's), •
storage .�
��� 9'-4" clear span Replace old windows
9 r _
P
c b,\ :k
��2868 _ X (use same openings) w window
1 7, \ /
- /�\ � ' ,57 � PROVIDE PLATES WHEN Legal Bedroom
/_ LAYED ON CONCRETE
1
New sauna soffit N
Remodeled storage
bathroomWq
(currently a
N ‘i
unexcavated space half bath)
(below garage) V - - - -- . '-i** 'i - - - --..41-i4 i4ier - -— i 2666 , 2666 ,*•••♦ ♦•♦ ♦•♦ *•••♦ I \
41
1 cabinets \ soss aosa
' ' furnace &counterN
r storage access o
1 1 sump pump (no plumbing) . ' door 9
(existing) a
exposed block fourndation walls in finished areas SPECIAL NOTE
will be covered with rigid foam insulation board SEE ATTACHED SHEET
before building stud walls (with treated plates). ORONO
Interior ceiling and wall finish to be 1/2" U sheetrock. PY FOR
CODE REQUIREMENTS }
REVIEWED for CODE COMPLIANCE
PLAN CHECKED BY.% ( ATE tzz -z3-r1/4-c
E_ 10 id--- TIME_ DTE — ' /
CITY OF ORONO CALLED IN �O2/ S VVV
INSPECTION NOTICE // SCHEDULED p) - /g-/5 9: .
PERMIT N00% 1 -Orf J COMPLETED �1�,D�
ADDRESS �4Ple l.(/ e X
OWNER TEL PHONE NO. gs�0I 5-13V
CONTRACTOR ' 7 /C(22 Li/2
DESCRIPTION ,r --/f&1 od
W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
y ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q Ca FRAMING 0 MECHANICAL FINAL 0 PROGRESS
is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL
. ❑ DEMO-SITE 0 SEPTIC INSTALL ElFOUNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEET YOU:_/YES_NO
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
u BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for • - - ' spection 24 hours in advance. (952) 249-4600
Owner/ •ntractor on si -. 6
Inspect;".'1 - JP
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White Copy/Inspector's File Canary CopylSite Notice
/ o/ elorosV____ `
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CITY OF ORONO CALLED IN
INSPECTION NOTICE ' i SCHEDULED d-
PERMIT NO. AO/ Li t" / c/YO'/1COMPL D
ADDRESS '/O ('/
OWNER T E 0.95-2-,W "93W
CONTRACTOR �I'/U
DESCRIPTION - ���� ad
k.W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
Q0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
• 0 FRAMING 0 MECHANICAL FINAL 0 PROGRESS
I. k3ULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
!:t 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL
r ❑ DEMO-SITE n 'EPTIC INSTALL 0 FOUNDATION/REMOVAL
IC 2 OWNER/CONTRACTOR TO. - ••.�1 YES_NO
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
t j BEFORE COVERING PERMANENT
ID CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
C. •r : ne '• • - ion 24hours in advance. (952) 249-4600
Ow : (Contractor on sit-- rn("G e-
Inspector. 417 i A+.,. '"-
White Copy/Inspector's File Canary Copy/Site Notice
P / DATE TIME
CITY OF ORONO CALLED IN V
INSPECTIO io en Er, r SCHEDULED (02 4)1 es" CM—
PERMIT N•it to L U i OMPLETED
ADDRESS 2 in to-A...piaci
OWNER TELEPHONE NCPCD" l L Ct.3L
CONTRACTOR N1Ck7L.r\ Qe 5I51-N -
DESCRIPTIONr^CIm K-12-4-
W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
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❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
Q0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
_ 0 F AMING 0 MECHANICAL FINAL 0 PROGRESS
F-- NSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
v FINAL 0 WATER HOOK-UP
`T ❑ FOLLOW-UP
AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL 0 FOUNDATION/REMOVAL
Z OWNS ONTRACTOR TO MEET YOU:_YES_NO
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