HomeMy WebLinkAbout2014-00676 - temporary shelter iiiiiiiiiiiiiiiiiiiiiillillilinn
CITY OF ORONO * 2 0 1 4 - 0 0 6 7 6
2750 KELLEY PARKWAY DATE ISSUED: 07/16/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS ; 3725 TOGO RD
PIN 17-117-23-31-0050
LEGAL DESC JAMES BARTH ADDITION
LOT 001 BLOCK 001
PERMIT TYPE ACCESSORY STRUCTURE-TEMPORARY
PROPERTY TYPE RESIDENTIAL
CONSTRUCTION TYPE UNDEFINED
ACTIVITY 329-STRUCTURES OTHER THAN BUILDINGS
VALUATION $ 900.00
NOTE: TEMPORARY SHELTER
N
INITIAL PER MINNESOTA FIRE CODE SECTION 2403.5 THE PERMIT IS ISSUED FOR 180 DAYS AND MUST BE REMOVED
B JANUARY 10,2015.
INSPECTION REQUIRED AFTER PLACEMENT OF STRUCTURE
INSPECTION REQUIRED AFTER REMOVAL OF STRUCTURE
APPLICANT PERMIT FEE SCHEDULE 38.00
BARTH,JAMES STATE SURCHARGE(VALUATION) 0.45
3725 TOGO ROAD TOTAL 38.45
WAYZATA,MN 55391- Payment(s)
CHECK 38.45
OWNER
BARTH,JAMES
3725 TOGO ROAD
WAYZATA,MN 55391-
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.
/ /0/ &
pp 1C Pe t ignature Date Issulo By Signature Date
COJ_"
CITY OF ORONO
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
�0 Mailing Address: Permit number: �.20/y--OD
PO Box 66
Crystal Bay, MN 55323-0066 Date received: 6-30 - /y
Street Address:' Received by: 66S
y 2750 Kelley Parkway Plan review fee:
Q
yr
��'FESH� Orono, MN 55356�� �CJ
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: 3725 I o�o
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:
State License# Expiration Date:
Phone: (cell) (office)
Mailing Address: City: ZIP:
Contact Person: Applicant is: Contractor / Homeowner (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATIQDL:,
Name:
Phone (day): _ n _
Address: � _ Cit O ZIP:s
Email and/or Fax
ARCHITECT/ ENGINEER INFORMATION:
Name:
Phone (day):
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION: Description of project:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal &
Water Supply
❑ New Construction ❑ Sigle Family with El Residence
❑�ddition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
�Q Accessory Building Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public Storage ❑ Public Water
**Any earth movement may also require ❑ Commercial ❑ Other(specify)
MCWD review&permits. ❑ Industrial ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify)
18202 Minnetonka Blvd
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) ( 60_ Q 6
f C
STRUCTURE INFORMATION:
1. Structure Dimensions 1. Structure Dimensions (continued) 2.Type of Construction
a. Length (ft.)= Number of bedrooms= ❑Wood/Frame
b.Width (ft.)= Number of garage stalls: ❑ Masonry
Areas in square feet Attached = ❑ Metal
❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 1St Story = ❑ On-site Prefab
e. 2 d Story= ❑ Off-site Prefab
f. '/z Story = ❑ Other(please specify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ ❑ Permit Application
❑ ❑ Proposed Buildin Plans
❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form
❑ ❑ Survey(me ting all requirements)
❑ ❑ Stormwater Pollution Prevention Plan
❑ ❑ Hardcover Calculation(s)
❑ ❑ Septic System Site Evaluation Report
❑ ❑ Access Permit
❑ ❑ Wetland Buffer improvement Plan
❑ ❑ Engineered Plans for Retaining Walls 4 feet or above
❑ ❑ Plan Review Fee
❑ ❑ Application Escrow&Agreement
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• 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;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands 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, the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
Applicant's Signature: Date.-
Owner's
ate:Owner's Signature: Date:
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address/Permit Number: 3-12-S —10&0 RIDOV1110
Description of work: 15-1a'JC-T"yA
Septic review by: Date Approved:
Zoning review by: A Date Approved:
Building review by: Date Approved: 7 L f /Y
Grading review by: I�to Date Approved:
Zoning.District: Zoning File#: Reso#: Res ate:
Zonin Lot Area: SF/AC Width: Lot Coverage: SF _%
Survey%Sac
ted: 0 Yes 0 No Date of Survey: vised date ? :
Proposed ks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Defined Height: Peak Height: FFE: /ABUILDIING
minus 6 feet= (Existing Contour)
Perimeter(linear feet)= 50%_ es Ok? DYES
FOR A BUILDING WITH A BASEMENT OR CRAWL ACE:
The distance between th est F ON A SLAB FOUNDATION:
START WITH proposed floor(of the base t or crawl
space)and the highest pointo e roof. START WITH The distance between the top of slab and
If you have a... the highest point of the roof.
If you have a...
GABLE OR HIPPED ROOF(no GABLE OR HIPPED ROOF(no
windows): Subtract half the windows): Subtract half the distance
distance between the highest point between the highest point of the roof
of the roof to the low point of the to the low point of the corresponding
SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof
(BASED ON ROOF GABLE OR HIPPED ROOF(wit (BASED ON . GABLE OR HIPPED ROOF(with
TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance
distance between the top of t between the top of the highest
highest window and the hi est window and the highest point of the
roof
point of the roof ALL OTHER ROOF TYPES(flat,
• ALL OTHER ROOF ES(flat, mansard,etc):No subtraction.
mansard,etc):No s traction. DITION Add the distance between the top of slab
SUBTRACTION Subtract the dis/tance een the (BA DON and the highest existing grade adjacent to
(BASED ON EXISTING basement/crawfloor and the EXIS G the foundation.
GRADES) highest existingadjacent to the GRADEfoundation OR whichever is less). EQUALS Defined building height
EQUALS Defined buil ng height
Shoreland D!103
rict MCWD Permit Received Average Lakeshore Setback Met Bluff
0 Yes 0 No 0 N/A Yes 0 No
0 Yes N 0 Yes 0 No 0 N/A
Permit Number: Setb k:
Stormwater ality Existing Proposed Variance Required CUP Required
Overlay Di rict Tier Hardcover Hardcover
0 Yes 0 No 0 Yes 0 No
Type(s): Type(s):
Updated: January 2013
v:\forms\plan review checklist 2013.docx
REMARKS (in-house):
Fees to be Charged YES NO
Perr"it
Plan Review [/
State Surcharge � � ., ,�S„
Investigation Fee
SAG�Number of SAC Unite; "�
Other(specify)
Square Footage $per Square Footage
Basement X = $
1st Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $ 1100*0
Orono Inspections Required Work Requiring Separate Permits Required State Permits
0 Site 0 Plumbing 0 Grading i Filling 0 Well
0 Hardcover Removal 0 Mechanical 0 Fire 0 Electrical
0 Footing 0 Septic 0 Water Connection
0 Poured Wall 0 Fireplace 0 Sewer Connection
0 Foundation Survey 0 Masonry 0 Lawn Irrigation
0 Radon Rock Bed 0 Mfg.
0 Framing 0 Other(specify)
0 Insulation
0 As-Built Survey
Final
0 Wetland Buffer
fil"Other(specify) Zry ,r A LLc�
REMARKS (in-house): PL'R MQ v:: kc- C-0,0e: e c-nof-) Z`{�3•S
QkWM %,-r 1 15 5 v tr -Na- I W ✓� T s
Inoen Qv - to, O-Dl s
Other Review: Reviewed by: Date Approved:
Access: Existing: 0 YES 0 NO New: 0 YES 0 NO
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED
Updated: January 2013
v:\forms\plan review checklist 2013.docx
Store. 3021 - �'QUTE: 80229
Date: 03-13-2014 05:14 PM Design-Ito
?nua�
Truss Type: Common
Sku: 1004547 `F
Span: 24'
Pitch: 5/12
Bottom Pitch: 0/12
Heel Height: 4" 1/16 ,
Left Overhang: 2'
Right Overhang: 2'
Left Cantilever: 0 Price Each: $152.67
Quantity: X1
Right Cantilever: 0
Loading: 35-7-0-10 Total Price: $152.67
Truss Type: End Truss
Sku: 1004547
Span: 24'
Pitch: 5/12
Bottom Pitch: 0/12 iu
Heel Height: 4" 1/16
Left Overhang: 2'
Right Overhang: 2'
Left Cantilever: 0 Price Each: $138.65
Quantity: X1
Right Cantilever: 0
Loading: 35-7-0-10 Total Price: $138.65
Total Truss Price: $291.32
*Price shown is delivered to the Menards BURNSVILLE store.
Comments:
-Today's price,future pricing may go up or down.Tax, labor and delivery from store are not included.Truss picture(s)are for representation only.
-Price shown is delivered to the Menards BURNSVILLE store.
-Take this quote to the Building Materials desk to order.
-Loading values are just an estimate. Please contact your local building inspector to verify your code requirements.
This is an estimate. It is given only for general price information.This is not an offer and there can be no legally binding contract between the parties
based upon this estimate.The prices stated herein are subject to change depending upon the market conditions.The prices stated on this estimate are
not firm for any time period unless specifically written otherwise on this form.The availability of materials is subject to inventory conditions. MENARDS
IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY
OF ANY OF THE MATERIALS STATED HEREIN.All information on this form,other than price,has been provided by guest and Menards is not
responsible for any errors in the information on this estimate, including but not limited to quantity,dimension and quality. Please examine this estimate
carefully. MENARDS MAKES NO REPRESENTATIONS,ORAL,WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR
ANY PIIRP0.RF RFINC;r0N.ginFRFn RY THF(,I IFST RFCAI ISF OF WIDF VARIATIONS IN CODES,THERE ARE NO REPRESENTATIONS
THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
J00 Iruss trues type U1y [-qf [At-"1tri1Uhb
OTRECO335932 T1 COMMON 17 1ab Reference ofora/
Midwest Manufacturing, Claire,WI,54703 7.400 s Doc 26 2012 MiTek Industries,Inc. Thu Oct 03 06 48 29 2013 Page 1
ID-blGx9ysdKSyb6OxrRIa2wJyXCIO-dSXCr4wFlh MUV WxWOSdvp9 FXxnxFM10c8016c9yXCFn
-2-o-o 2.0-0 0-}o 6.3-14 6-3-14 S&2 12.0-0 5-B-2 17-8-z 6-3-1424.0.0�0-0266-0.0
Scale.1'48[
4x6=
4
500112
1 5x4 1.5X4
3 5
1
2 6
1 7 I
_ 10 9 8
47[3 3x4= 3X6= 3X4= 4X6=
0-0-0 a-2-10 15.9-6 24.0-0
8-2-10 7-6.13 &2-10
Plate Offsets X 2:0-1-6 a 6:0-1-6 e
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL(root) 35.0 Plates Increase 1A5 TC 0.57 Vert(LL) -0.15 8-10 >999 240 MT20 197.1144
Snow(Ps/Pg)34.7/50.0 Lumber Increase 1.15 BC 0.65 Vert(TL) -0.32 6.8 >876 180
TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.09 6 nda n/a
BCLL 0.0 ' Code IRC2006/TPI2002 (Matrix) Weight:77 b FT=0
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x9 SPF No-2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins
BOT CHORD 2x9 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x3 SPF Stud MTek recommends that Stabilizers and required cross
tracing be installed during truss erection,in accordance
with Stabilizer Installation guide.
REACTIONS (lb+size) 2=1403/0-3-8 (min.0-2-3),6=1403/0-3-8 (min 0-2-3)
Max Hoa 2-68(LC 10)
Max Upif12=169(LC 9),6=-169(LC 10)
Max Grav 2=1 413(LC 2),6=1413(LC 2)
FORCES (b)-Max.CompJMax.Ten.-AN forces 250(Ib)or less except when shown.
TOP CHORD 2-3=24111304,3-4--2097/284,4-5=-2097/284.5-6---2411/3G4
BOT CHORD 2-10-177/2124,9-10-5911451,8-9-59/1451,6-8--177/2124
WEBS 3.10=-582/160,4-10=-36/782.4.8=-36/782,5-8=-582/160
JOINT STRESS INDEX
2=0.80,3=0.51,4=0.81,5=0.51,6=0.80,8=0.78,9=0.58 and 10=0.78
NOTES (10)
1)Unbalanced roof live bads have been considered for this design.
2)Wind:ASCE 7-05;90mph,TCDL-42psf;BCDL=6 0psf.h=25ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end zone
and C-C Exterbr(2)zone;cantilever left and right exposed;end vertical left and right exposed C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-05;Pr-45.0 psf(roof live bad:Lumber DOL=1.15 Plate DOL=1.15);Pg-50.0 psf(gourd snow);Ps--34.7
psf(roof snow:Lumber DOL-1.15 Plate DOL-1.15);Category II;Exp B;Fully Exp.;Ct-1.1
4)Roof design snow bad has been reduced to account for slope.
Cnnfinuai nn nanw 2
•
uoo truss truss type uty riy [A�'t-A I thJUM.)
OTREC0335932 T1 COMMON 17 1ab Reference otonal`
Midwest Manufacturing,Eau Claire,WI,54703 7.400 s ec 26 2012 M ek Industries, Thu Oct 03 06 48 29 2013 Page 2
ID blGx9ysdKSyb6OxrRIa2wJyXCIO-dSXCr4wFlhMUVWxWOSdvp9FXwlxFMIOc8016r:gyXCFn
NOTES (10)
5)Unbalanced snow bads have been considered for this design
6)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof bad of 34.6 psf on overhangs non-concurrent with other live bads.
7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads.
8)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord
and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplift at pint 2 and 169 Ib uplift at joint 6.
LOAD CASE(S) Standard