HomeMy WebLinkAbout2017-00727 - foundation only , � CITY OF ORONO * z 0 1 � _ 0 0 � z � *
2750 KELLEY PARKWAY DATE ISSUED: 07/06/2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 1318 SPRUCE PL
PIN : 08-117-23-32-0018
LEGAL DESC : SAGA HILL REVISED
: LOT 000 BLOCK O10
PERMIT TYPE : MINOR ALTERATIONS
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : FOUNDATION ONLY
VALUATION : $ 5,000.00
NOTE: FOUNDATION REPA[R
APPLICANT PERMIT FEE SCHEDULE 123.87
INNOVATNE BASEMENT SYSTEMS STATE SURCHARGE(VALUATION) 2.50
1100 HOLSTEIN DR NE PLAN REVIEW 80.52
PINE CITY, MN 55063- TOTAL 206.89
(320)629-3990 Payment(s)
Minnesota State License#: cont-BC524785 CREllI"l�C:AKU �6�49 zUb.xy
OWNER
IVERSON, ANDREW
1318 SPRUCE PL
MOUND, MN 55364-
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.
l�� � l �P i �� ,
Applicant Permitee Signature Date Issued Signature Date
Jun. 28. 2017 1 ; 56PM No, 3319 P. 2/5
City of Orona
Building Permit Application for Maintenance / Replacement/ Remodel — Residential ONLY
(i�e. windows, doors, siding, re-roo�, etc.— NO STRUCTURA�, �XPANSION)
���� MallrngAddress; � Permitnumber� /�—�(�
PO Box 66
Crystal B�y,MN 55323-0066 ^ Date recelved: 8 /
� Recefved 6
�, y 5treetAddr�sS: �5� Y�
y�, � 2750 Kelfey Parkway � Plan r�view iee:�
�'�kESH��'�G Orono,MN 55356 Q'
Total Fee: � �2 u
Main� 952-249-4600 Fax: 952-249�616 www,ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete appll�atlons wlll be reEu�ned. (Please printJ
GENERAL iNFORMA710N:
Job Site Address: `�j�$ �j p��� p�,
Will this be a parade of Homes,Remodelers Showcase Home or pthar Plsplay Home? Yes o
!1 yes,a specla!avent pemril is required wrth Police Depanmenf and C!(y Councll approva160 days prior to the event. Shuttle bus servlce wfl!ba
Ieguired un(ess app!lcant damonslrates suHlclenY on-Sife parlking rs available. Non-permltfed evanls wlll not be aflaWad,
CpNTRAGTOR/APPLICANT INFORMATION:
Name: �_ - k i J� e � 5 S�-e
State�icense� -� c�ay7�� Expiration Date: p � �p�
Lead Certification Number: '�b _ Expiration Date: 0311$ aotiq
(for work on homes that wena constructed prior to 1978
Phone: (cell) (office)'?ja,v-- � c�c��
Mailing Address: �bp � City: '��. ZIF �Cj(�f�,'�j
Contact Person: � � Applicanf is: ntract ! Homeowner �c�r��a ona�
Emaif and/or Fax: ��������� �s� ��
pFtOPERTY pWN�R INFORMATION:
Name: r
Phone(day)� � ��_� �
Address: 1�1$ 5�r.,1�,� 1��, City: �`�,nC� ZIP: �� _�m_
Ernail and/or Fax:
PROJECT IN�ORMA710N: Qverall project descri tion:
Type oP Profect: Any earth movement may also requSre
❑Door(s) ❑Remodel ❑Fire Damage
MCWD raview&permlts:
❑Re-roof,asphalt �Repair ❑5torm Damage Minnehaha Creek Watsrshed District(MCWD)
15320 Mlnnetonka Blvd
❑Re-roof,cedar ❑Restoration ❑Water Damage MinnetonKa,MN 55345
❑Re-roof, other(speclty� ❑Siding []Other: (speclfy) phone: 952-471-0590
Fax: 952-471-0662
❑Window(s) www.minnehaF�acreek.orq
Estlmated Construction Valuation of Project(excluding land) $_. 5,QOO
APPLICANT ACKNOWLEbGEMENT:
. Agrees to provide all information required or requested by the Buflding Department;
. Certifies that the information suppfied is true and correct to the best of his/her knowledge. The applicant recognizes that they are �
solely responsible tor submitting a compfete applicatlon being aware that upon failure to do so, the stafF has no afternative but to
reject it until it Is complete;
• Some or all of the information that you are asked co provide on this application is classified by State law as either private or
canfidential. 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 infnrmation is to annually update our records and records of ather governmental agencies required by law_ IF
ou refuse to su 1 the information, the a lication ma not be issued,
..-��
ApplicanYs Signature: �_ � Date: �v �9 �7
Owner's Signature: Date:
Last Updated:January 2016
, �
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
" � �i/�� c�C��Z.�'
Address: 1.:.. /B ,��,s►�"„��� �, � G��� Permit No.:
Description of work: Date Rec'd:
Septic review by: Date Approved:
Zoning review by: Date Approved:
✓
Building review by: " Date Approved:
Grading review by: Date Approved:
Zoning District: Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/ NA
Zoning: Lot Area: SF/AC Width: Structural Coverage: SF %
Survey Submitted: � Yes 0 No Date of Survey: Revised date(?):
Landscape plan submitted? � Yes Landscaper: � No/None proposed
Pro osed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Buildinq Heiaht Analysis:
Distance Between First Floor and defined Top of � � �
Roo�` See "buildin hei ht" definition : a
First Floor Elevation from buildin lans : (b)
Highest Existing ground level (per survey) or 10' ���
above lowest round level, whichever is lower:
Difference between b and c : (d)
DEFINED HEIGHT If highest existing grade is: �e`
above FFE-Height is(a)-(d) �
below FFE-Height is(a)+(d)
Shoreland District MCWD Permit Average Lakeshore Setback g�uff
Met?
Permit Number: 0 Yes � No � N/A � Yes �
0 Yes 0 No No
� N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s % and s
� Yes � No 0 Yes � No
1 2 3 4 5 Type(s): Type(s):
Updated: October 2016
v:\forms�plan review checklist 10-2016.docx
� �
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC—Number of SAC Units
Other(specify)
S uare Foota e $ er S uare Foota e
Basement X = $
1� Floor X = $
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $ � "l�`(;Vv
Orono Inspections Required Work Requiring Separate Permits
O Footing � Site 0 Plumbing � Grading/Filling
� Poured Wall � Silt Fence/Erosion Control � Mechanical 0 Fire
� Foundation Survey � Hardcover Removal � Fireplace 0 Water Connection
0 Framing Other(specify) � Masonry � Sewer Connection
� Waterproofing/Drain tile �C/�`� �/��e 0 Mfg. � Lawn Irrigation
� Foundation Waterproofing �� � f 0 Other(specify) � Landscaping
� Framing
� Insulation
� As-Built Survey
�Final
� Lathe Required State Permits
� Other(specify)
� Well 0 Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
� Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: October 2016
v:\forms�plan review checklist 10-2016.docx
, 0���� ���� Reviewed for Code
Compliance ity of Orono �
WALL AN�HOR NOTES: �,{�
— . �
1. Spoce wall anchors as shown Reviewer - -
on plan. �
ti
2. Provide working trench for CENTERIJNE OF ANCHOR ROD TO BE 38" TO �
eQcE� yard anchor plate per 40" BELow GRADE To k11NIMIZE FRaST ACTION o
detail. �
3, FPnish concrete repnirs to ia'-o"t: MAY VARY BRSED ON WALL THtCKNESS �'
match existing finisE� fexture, i2�-0'�� MAY VARY BASED �
4, Depth fram grade to wall oN 'A'ALL THICKKESS �,
anchor - 2fi" to 32". Center - �
in course of block. Adjust � � � �
height to match fieSd � , � � Z
conditions as necessary, � --
5 Fiefd verify dimensians. Notify o TORQUED FASTENER �
engineer of any conflict. ' SEE NO1ES � II
� �c� ROD COUPLER,
fi Wall Anchors; Fo��d��ion � np_ - �
SupporEWarks GeaLock anchors "12'°x28A WALL PLATE > �
or equivalent. ANCHOR ROD � � �
SEE PLAh�
7. Ensure that anc�or rod angles CONCRE"IE BLOCK WALL FOR SPACING I�I
down as it gaes out from ��
interior spoce to pre�ent
Saterul wicki€�g into basemer►t,
8. Torque rec: 80 ft-Ibs ?� :, 16x26 GROUND
9 Wall anchor rods may 6e . - .. ANCHOR PLATE
�faced non-perpendicular in
pfan to the Wall being N����R V1ALL PLATE IN � SZORAS R QUIRED ��iiiirrr
su p parked. An gled rads C O U R S E O F B L O C K �� �� � ���«� +++���
needing fo miss objects in 2. R�k1pVE ANY FURRED OUT 6FT ROD EXTENSION �°•�`G: �HR�Qc�,''%
yard are acceptQhle. �IN�SHES BEFORE INSTAl1ATI0h1 FOR ANCHORS 1-5 �=�e,�:-`' '�•:9�=
�o_ ucENSEo =.p-
��: Aac�irEcr ;x=
' N 51945 ' �
� �'� �e�
�
A Defar'! — Wa11 Ar�choT //,//���o�����N�,,l``
3 SCALE.• I+fTS
H AY M A N E IV G 1 N E E R 1 N G� LT D These dras�in s are sub'ect � �ythattnA plan, z
g � Iherebycerti.
to the Haymon �gineering specifca�on or repnrt was
�05 Park Cerrtraf East,Ste 41Z,Sprmgfielc(,MO b5606 Terms and �ond9tions �
]oel G.�amberlain,AIA LicensadArchit�t Minnesota liceose No.513d5 P�P�e�by�e or under my W
Board aPE�ig�roeersrFrrm Lioense(COA)77%�SD5Z00029 dsrecCsupervi5�n and that 1 —�
(417)831-S550 hfeorders�hayrnanengineerirtg.eorn D ETA I L5 am a duly Licensed Architect �
ander jhe faws oF the State of
�Q U N a.4T I�N W O R K B Y: Owner_ A nd rew lverson ,�; ��� �
1NNOVATIVE B.45EMENT SYSTEMS Address: 13185prucePlace be-lai
(vlound, MN 55364 `S'
7 1 ❑❑ N p LSTEf h[ d RIVE Jab No: H�I7060D84 "-'
PI N E C I TYf M N 5 5 Q 6 3 bate: o6f25/17 r�ed�51345 oate:
Dwn 8y. JKT Chkd By: JGC 06/26f17
(8881 2❑2-4242
• ca�at�o�s � -
1. Systsm spueing is based on the followaig �
notee and assumpEiona. If Rdd eondilfona BASEMENT LEVEI. fOUNDA71oN; � �
differ, nott[y Engineer before plactng INTFRfoR PARTiTIaNs NOT SHONN �
anchors �
2. Structura �= ANCHOR NUAIBER �
- Foundatiart: S' thk. CMU �m11 w/ SECnp,�+ ,.
16Yht10D spnead foot�9 7YP� A �v
3 �
- Ext. siding rfiyl/�rood, brick �
- Rvof: asphdt sh ingl es �,
— Exist structuro Is generally in good 3'—Q" 4'-5" 4'-6" 4' 6" 4�-6" 4'-6" 4'-6" 4�-6" 4'-6" 3'-0"
oanditim. �
3. Appfy typical xall anchor plates to wolls �
unkss noted otherwise. �
4. Maw3num allo�e+�le deRection li► walls is -a
4" off plumb bosed on fhe hei9ht of a 9
�
foot high walL
5. Masimum effective anchor spacing: 4'--0"
fi. Ma�dmum rilowehte anchor apacing: 5'-0" � � � O /"� � /� � �--�
�-i �/ U �
h'c�+N!rd� �EqFlCATIDNS
Pi� sta�: asr� aia» aaoe-ctoto, �o
gauge plate em6aased with tswo (2)
longitudnal ribs, hot-dip gal+r�ized
•lNdl Plates 12"x18' &12'�QB"
•Earth Anchors: Fab[fcctGed tram txro Nall
plates welded in a crass pattem.
•One inch on eadt end of xall plates ben}
90 degreeA
•Thres stzes 16'XI6', 16'x28", md
26'x26", per mfr's recammendatPon.
Thread Rad (Part;�HYlITt-S230-rrQ75-80J:
•Medium Carbon Steel
•Tens�le strength = B5 Icsi (min.),
Allowable Eene➢e capxity= 14 k�s 3f4
.- 1D UNC 2A, 8[?" tong ```` itGiHAl�e'`'/
.Hot-dip galv�ized �ti�� rqi�
h61n. 2 per anchar assembly �. �j�,.........��. '�
Threvd Rod Caupler. �vs'' ' ,9 �
�+HSI 1144 �p f LICEhlSED•'��
•Yleld strength � 1 W ks1 (min.}, 7ensile _�� ARCHtTECT .:Z=
sinngth = t15 ksf{min,) " i, H .St9a6 i _
•3/4 - 10 IS�EC 2B. ov�siZed top. 3" laa�g �. r�Q:
x 6.9�84� dl�netpr, hot-dip gol+rviized �`��r'OF �� ,1`�•
Taminatlon H�+d�rane: A Detailed Wor�k Ar�ea '�+n ,M� ���`
•SNE �95 Grade 2 heavy squore nuts �r«���«��
•3/4- 16 UNC 2B, o�sized tap. 2 SCAZE,•N!'S
hot-dip qafwnized
�--�AY M A N �IV G I 1�E E R I N G LT C] These draw[ngs ore sc�bJect I hernby cerNfythat thrs plan,
� to the Hayman Engineering � speciPicatiavoorrepqrtwas �
205ParkCentralEast,Ste4]2,5pringfield,MOfi58fl6 Terms and Conditions preparedbymeorundermy w
Joel G.Charnber[ain,AIA IJcensed ArchRect Minnesota License No.�1945
Board of Engineers-Firm License(COA)7I8505200029 directsupervisionand Chatl `�"
(417}931-5550 h3eorden@haymanenginee�ng.com ��A N am a du[y Lioensed Ardiitect `�
under�e laws oCthe Sbte of
FOUNDATIDN WORK BY� Owner: Andrewlverson t,n� �
INNQVAT]VE BASEMENT SYSTEMS Address: 13185prucePlace . ber[ai�
Mouncf,MN 55364 �
1 T QD H�LSTEfN DR1VE 1vbNo; HE17060084 �
P 1 nl E C t TY� �+/I N 5 5 O 6 3 Date: 06/26/17 censep 51945 Date:
(8BS} ��S- 242 Rwn By: 1KT Cf�kd By: �GC O6/26I17
HAYMAN E�NGINEERING ` �
ENGINeERlhfO DONE RII3HT. .- NQW! �
N
00
�������t�G y�,q�i�l�r�� ti
`�.� a;�.-----,.e�9,�, . o
CODESIOTES: •�f
Model Code: �°`�.� uc�sE°�'`�" ''
a�� ARCHITECT �2=
Intemational Residentlal Code, R301.2(1) - ' N .6y_ ' `; �
Contractor shall meet all local, state, and federoE buifding � �,c'` ^ �''• ,�: �
cade requirements. o� cc ., ..��-- �
O� 5?' �f�t��OF MlP1N`�p� �
G �o ur�rii���it�`
GETIERAL NOTES
1. This document set contains on engiReering des�qn that
Qddresses specifrc areas of a foundafian needing — . — _ . — — _ , _
rcpo9r. The areas addressed are those of greatest f �
cflncern to the owner. The scape of work may not I I
address all areas needing attention. Additional work
may be added to the contrqct for construcEion when . •
deemed appropriate and dependent on the results of � I
initial work. The owner should be alert fo possible
changes to the condition of the structure and � I
continue to monitar the bu�lding's candition.
2. Hayrnan Engineering warran�s that this design is based ,
an saund engineering principles b�t makes no warranty I I
or guarantee regarding the work performed by the
Confractor.
3. ?Fiis design is ba�sed on informatian sr�pplied by the � , _ � . _ , _ _ , � . J
Contrvctor. Field �erify fhaE no system's placing
vialates the notes in this drawing set.
4. Install the system sFiown in accordanoe with the a ����
sr►anufacte�rer's recommeodatlons. Front 2 w��
5. Contractor is respons9ble #or ab�ai�ing all permits.
A Site La o�t
� SCALE:NTS
H AY M A N E N G I N E E R 1 N G� LT D These drQwings are subject I herebycertifythat this pJan,
to the Hayman Engineering specifieadonorreportwas �
�05 Park Gentral East,5Ye azz,5pringf(eld,MO 65806 Terms and Conditions �.�
Joel G_{hamberlain,AlA Licerlsed Architect Minnesota License No,51945 lxepared by me or under rny W
Hoard of Engineers-Arm License(COfl�718505200029 direct supenrlslonand that I �
C Q V E R am a duly Llcensed Rrchttect �
�41�831-5550 hfeorders@haymanengtneering.com underthelawsofthe5tabeof
FO U N DAT1 O N W O�2 K B Y: Owner: Andrew Iverson nn� �
1NN�V,4T1VE BASEMENT SYSTEMS Address: 13185prucePlace b riai�
Mound,MN 55364 '�'�� �
1 7 flD HOL5TEIN DRfVE JobNo: HE17060084 `T'
P 1 N E C ETY� M N 5 5 O 6 3 Date: o6t26/17 cersel!51445 Dabe:
(888) 202-424Z �By: JKT Chkd By: ]GC 06JZ6/17
� ^� =—' /
DATE TIME V
CITY OF ORONO CALLED IN �-(o
INSPECTION NOTICE SCHEDULED 7�'7 -/ 7 ��,"4�
PERMfTNO.�U� 7-�7�7 OMPLEfED
ADDRESS � J� l � _���LL �-e_ ��� c1�
OWNER TEL HONE NO. -3�o--3� °�-5�13
CONTRACTOR h�Y� � ���
� DESCRIPTION �S`��
l~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
r ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERlCONTRACTOR TO MEET Y�OU:_YES_NO
c� COMMENTS:
� ' �/� �/✓�0 rlc �/d YvLA�L�7 l'ili G?�l'i�io✓t�i i1 Q
� �An�/'O�v'� A�A�vS.
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W K SATISFACTORY:PROCEED �PROJECT COMPLETE
� WRRECT WORK 8 PROCEED "Cl ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECTVYORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca8 for the next inspection 24 hours in advance. (952) 249-4600
OwnedContractor on site:
Inspector: `��''--� �'
White CopyAnspector's Flle Canary CopylSMs Notke