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Home My WebLink AboutBuilding Permit 10-0453 DATE TIIiE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � � ADDRESS ''G� � W � OWNER CONTR. PHONE NO. PERMIT NO. D'� 'L S ❑ FOOTING 0 PLUMBING RI O EJUGRADIFILLING � FOUNDATION ❑ MECH RI 0 COMPLAINT � FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ,� FINAL 0 PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION 0 MECH FINAL O COMMENTS: .� � WORK SATISFACTORY, PROCEED ❑ COf2RECT 1 N AND PROCEED ❑ CORR 7 R, CALL FOR REINSPECTION BEFORE COVERING I nspector OwnedContr. 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFBTYl uvsNOn � rx10 ,,��j'�� CITY OF PRYOR LAKE BUII.DING PERMIT, Date Rec'd � j '� TEMPORARY CERTIFICATE OF ZONII�TG COMPLIANCE "� t`� AND UTILITY CONNECTION PERMIT �'�� l � � f `�'NES�� 1 White File pERMIT NO . 2 Pink City 3 Yellow Applicant (Please or ' t and si at bottom ADDRESS ZONING (off'ice use) j�18�� G�1�lc1s �,� �21 LEGAL DESCRIPTION (oflf'ice use only) LOT BLOCK I ADDITION e� � ��'� PID ZS. 3 0(0 , OOQj. / OWNER, (Name) �`12.1 � � �� (Phone) (Address) � y � t �e�S �� BUILDER n - f_ ( Q (Company Name) -� I�S l� h S'tY t,L c-'f'i o h �l`1 C / (Phone) �JZ. ' U� Z' S��7 (Contact Name) � l �l�� C "' (S� � Z� �Cfl 3 �` � ��5� �T/►7.�4�vCl (phone) CQ J Z - �Cp3 - J 7S / �, (Address) y�J J �^ IK l� A u t�.E � / TYPE OF W�Rg ❑)dew Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding �Lower Level Finish ❑ Fireplace , ��Addidon ❑Alteration ❑Utility Connection 1 f�� CODE: I.R.C. �I.B.C. �J Misc: � f �� ` � x Z�� '� �'�' �''�cJ+ Oocupancy Group � A B E F H I M R S U PBOJECT COST/VALUE $ I�D� 67� � ll� Division: 1 2 3 4 5 (exclading land) I hereby certify that I have fumished iaformadon on this applicadon wluch is to the best of my ]mowledge aue and corred. I aLso certify that I am the owna or authorized agent for the above-mentioned property and that all c struction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am awaze that the building official can ke this permit for' st . Furth m, I hereby agee that the city official or a designee may enter upon the property to perform needed inspecaons. x ' u-1 �� J� 1� 1� Signature Contractor's License No. Date Permit Valuation Z` � p � � Park Support Fee # $ Permit Fee $ �u� sp SAC # $ Plan Check Fee $ Z.�,� �, Water Meter Size 5/8"; 1"; $ State Surcharge $ ' ... Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ �,5 Builder's Deposit $ , Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE G, Z,/d $ 3 �/a � This AppH es Yo� ' Permit pproved Paid (. � R i t No. Date 7 , v � Z �� Bu din Offi � 1 Date T6is is to certify t6 the req st in e�gplicadon and accompanying docu ts is �in accordance with the City Zoning Ordinance and may proceed as mquened. This docummt when signed "ty er mnstitutes a temporary Certificate of Zoning plian and allows rnnstruction to rnmmence. Before occupancy, a Ce:tificate of Oxupancy must be issued. {° Z l'� PI ' g Directo Date Speciat Conditions, if eny 24 hour notice for all inspcetions (952) 447-9850, fsz (952) 447-4245 4646 Drlcoh Street S.E., Prior Lrke, Minneaota 55372 Residential Building Permit Checklist New C tr on for Single or Two-family Dwellings in R-1 or R-2 Districts . Reviewed by: Date: � Z S �o Building Permit # PID: Zoning: Address: lq � � �,� / �� K � t� �j Legal: L , B Subdivision: � � Existing Structure? 1(� / NO Existing Nonconforming Structure? YES 1 NO CONFORMS TO ZONING YES NO ORDINANCE Yard Setbacks: NA1 FAILSI COMPLIES Standard Pro osed • Front Yard can be 20' if av . w/in 150' 25' 35 . • Side Yards 10'� � 25' if abutting a street I'3 . Z. • Sidewall exceeding 60' requires additional side 2" 10' setback + setback for every 1' over 60' in length. Not required 2"11' over 60' if building wall is 10'-0" or greater of being parallel to � a side lot line. • Rear Yard 25' 80 • Patio Door: provide for minimum 10' deck or sign 10' sidel statement indicatin no deck will be built in the future 25' rear • From 100 year flood elevation of wetland/NURP 30' pond. • Refer in- round ools to the Plannin De artment • From OHW (Prior or Spring Lake) 75' or setback average of adjacent structures, but no less than 50' 2 � SZl� (�8 0 Floor Area Ratio: N/ FAILS / COMP IES .30 Maximum , Yard Encroachments: NA/ FAILS IC LIES Standard Proposed Eaves and Gutters no more than 2 feet in width and no � �F `�� p• (-� •�^'� closer than 5 feet to a lot line Easements . t to (O E4 ' -Ct�E �� AIC and other equipment cannot encroach on interior � side ards. �'`� P° �� ' � � ' iE'S 2 $ � c� Tree Preservation: - FAILS / COMPLIES Standard Pro osed • Total cali er inc es • Permit 35% Removal • Cali er Inches Removed • Cali er Inches Preserved • Re lacement '�2�� L:\T�MPLATE\BLDGLIST.DOC Driveway: NA I FAILS 1 C LIES Standard Proposed • Maximum width at pro ert line 24' "' • Required setback 1'6 4 0. l0 5' from side lot line or � �° 3�•� 30' from r-o-w on corner lots � m ��' • Maximum slo e�o p '� ��,�, 10% • All parking areas to e paved including R-V or s aces ad'acent to the ara e '�SS q S'' s't'��`-f� �v� ~ • Location to match subdivision radin lan wi�. � 6 — or"- C�-S � �Al�- �5 � S��(lr97.2� Buildin Height: NA 1 FAILS 1 C LIES 35' Maximum Shoreland District: 1 FAILS 1 COMPLIES Standard Pro osed Minimum lot area s are feet 7,500 Ri , 7,999 Non-ri Minimum lot width 50' Ri , 57.3' Non-ri Shoreland alterations Im rvious surface 30% Maximum . Bluff in Shoreland N I FAILS / COMPLIES Standard Proposed • Setback from t of bluff By planning dept. • Bluff im act zone 20' From Top of Bluff • En ineerin certification submitted/a roved By City Engineer • Gradin in bluff or bluff im act zone No importing/exporting Floodplai 1 FAILS 1 COMPLIES Standard Proposed . 100 year lood elevation 908.9' Prior Lake 914.4' S rin Lake • Lowest floor elevation 909.9' Prior Lake / 915.4' S rin Lake • Proposed lowest floor elevation Must be 1' above flood elevation for new and existing structures. If existing . structure was constructed 9/19/90-11/22/97 then additional foot is not re uired. • Elevations 15 feet from structure Must be flood elevation or hi her • Road access must be no more than 2 feet below 907.9' for Prior Lake Re ulato Flood Protection Elevation 913.4' for Spring Lake Accessory Structure: " 1 FAILS 1 COMPLIES Standard Proposed • Size 1000 sq.ft. or 30% rear yard . Not located in front ard Materials • Side ard and rear ard setbacks 10' . Maximum hei ht 15' • Materials com atible with rinci le structure L:\TEMPLATE�BLD GLIST.DOC O � PRlp� � F �x U t:f White - Building ,, ,� Canary - Engineering NNESO Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT �� `'' �"� � ' ' ' �� -r� � APPLICATION RECEIVED ---' � � �� - The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / �` � � r J f �' '� M'.% � `� i` `'- �; ' -° ,{ ' I r �C.. r` � i '` f` � � � Accepted r/ Accepted With Corrections Denied ` Reviewed By: Date: � � �� Comments: /'/+�-�- l�-c.-�.� L � � w ( �-,d— �� - � � � "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." O � PRIp� � �' �x U e:r White - Building Canary - Engineering �rNNES��P Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT �- ��' ��f � APPLICATION RECEIVED � �� The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: � � �� W /l�OS ��l'��(�✓ Accepted ✓ Accepted With Corrections Denied ` Reviewed By: Date: S 2 �� Comments: Ca,�.rTl�..o�... �2us i� f/11.4r•v T,4i,� C'c..,S�,ti �z�n�..�r � /-� 7 r.•� Es "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." � � pR Date Rec'd CITY OF PRIOR LAKE PLUMBING PERMIT N � � x � � j �E $O �� 1. Blue F�le pERMIT NO 2 Gold CiTy 3 Yellow Apphcant ease or rint and si at bottom ADDRESS ZONING �o��,�> 14845 WI�DS �'�4�Kw�-� LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID � A � R'� �o N ST2 vc.Tla N (Phone) (Address) � 4� � V�/ � C�� L �� b^F � � 5 V� �-L.� SS �� (�ivamec��IENZEL P�yMO �TN P�VM BI ��- (es� -4 5Z � r- ✓ �e,5 (Phone) ^ (Address) �� I D �LC.x A� IJ D E� �: � ��1 ��1 v / M� ✓ s j 2 � (Address) (City) (Zip Code) (Contact Person) � � M � S (Phone) (O J� � 2 �� - 4Z? I APPLICANT SIGNATURE ' DATE �1� ¢[ 2 � APPLICANT PLEASE COMPLETE BELOW Quanti T e of Fia�ture uanti T e of Figture Bath Tub with or without shower Rou h-ins Dishwasher Water Heater Z. Floor Drain Water Softener Lavato Bathroom Sink Stand Pi e Washin Machine Laun Tra 1 or 2 com artment sink Sewa e E'ector Shower Stall Backflow Assembl Sinks Backflow Assembl Test Bar Sink Lawn S rinkler Water Closet Toilet Other FEESCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a$49.50 minimum Residential, New One & Two-Family $149.50 Residential, Additions & Alterations $49.50 Estimated Cost $ Building Permit # PLUMBING PERMIT FEE $ �� TM STATE SURCHARGE $ .5 UILDING PERMIT TOTAL PERMIT FEE $ �orr,�e vse ooiy� This Application Becomes Your Building Permit When Approved Paid Receipt Date�` �" By BuildinE Official Date ZS , 5 °� U 24 hour notice for all inspections (952) 447-9850, faz (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 •� � Page 1 of 4 Paul Baumgartner From: AI Maas [al@amaashomes.com] Sent: Wednesday, August 25, 2010 10:03 AM To: Paul Baumgartner Cc: 'Tom Sand' Subject: FW: Keith Tow Garage Engineering Paul c�` ��3� Will this work for you? � � A1 Maas President A Maas Construction, Inc. 14551 Judicial Road #100 Burnsville, MN 55306 Phone 952-892-5469 Fax 952-898-5145 Cell 612-363-7789 www.amaashomes.com www.meadowcrofthomesl ic.com www.foresthil lsfarm.com Electronic Privacy Notice. This e-mail, and any attachments, contains information that is, or may be, covered by electronic communications privacy laws, and is also confidential and proprietary in nature. If you are not the intended recipient, please be advised that you are legally prohibited from retaining, using, copying, distributing, or otherwise disclosing this information in any manner. Instead, please reply to the sender that you have received this communication in error, and then immediately delete it. Thank you in advance for your cooperation. From: Jason Hanlon [mailto:]ason.Hanlon@ulteig.com] Sent: Wednesday, August 25, 2010 9:22 AM To: AI Maas Cc: Tom Sand' Subject: RE: Keith Tow Garage Engineering AI, As we discussed a while back, the frost protection at the corner where the new addition and the existing foundation wall will not be an issue as you have it constructed. As I understand, there will be a retaining wall constructed close to the existing comer to accommodate the change in elevation. With the grade in place, the insulation wrapped around that comer, the heated space of the new garage, and the physical connections between the new and existing will all help provide protection and resistance against any potential frost action. Please let me know if you have any further questions. Thanks, 8/26/2010 Page 2 of 4 Jason. S. Hanlon Direct: 763.277.6215 Fax: 763.571.1168 From: AI Maas [mailto:al@amaashomes.com] Sent: Tuesday, August 24, 2010 10:07 AM To: Jason Hanlon Cc: Tom Sand' Subject: RE: Keith Tow Garage Engineering Jason Just a reminder that we talked about you sending an email note about the insulation at the new garage foundation connection to the existing foundation. See attached photos. The Prior Lake inspector needs this note from you for his file. Thanks, A1 Maas President A Maas Construction, Inc. 14551 Judicial Road #100 Burnsville, MN 55306 Phone 952-892-5469 Fax 952-898-5145 Cell 612-363-7789 www.amaashomes.com www. meadowcrofthomesl l c.com www.foresthil lsfarm.com Electronic Privacy Notice. This e-mail, and any attachments, contains information that is, or may be, covered by electronic communications privacy laws, and is also confidential and proprietary in nature. If you are not the intended recipient, please be advised that you are legally prohibited from retaining, using, copying, distributing, or otherwise disclosing this information in any manner. Instead, please reply to the sender that you have received this communication in error, and then immediately delete it. Thank you in advance for your cooperation. From: Jason Hanlon [mailto:]ason.Hanlon@ulteig.com] Sent: Tuesday, July 20, 2010 3:34 PM To: Tom Sand Cc: al@amaashomes.com; 'Kurt Czech'; info@Isc.com Subject: RE: Keith Tow Garage Engineering Hi Tom, I just talked to Len and had a chance to review this quick before we talked. I figure an email correspondence will work here to get things moving and then I will follow up with a memo sometime 8/26/2010 Page 3 of 4 tomorrow. Quick Summary - Footings under the 4' beam are fine as detailed - Footings and wall under the beam creating the new opening at the back of the existing garage will be ok. We are redistributing the load and a 10' tall wall allows that load to spread out quite nicely. - Footings under the front lower garage wall will need to be bumped to 28" wide. This only needs to extend 2'-6" either side of the bearing points of the beam (5'-0" total length). But it may be easier for construction to create the 28" wide across the whole wall. - The header on window 3521-2 isn't of big concern. That area may need to just be boxed out similar to the garage door and man door at the rear (create a double beam condition). It sounds tike Len has that figured out. A couple other items of note: - The 4" slab that is being placed and running over the top of the joint between the new spancrete in the existing wall may develop a crack at that location due to differential settlement between the existing and new. You may want to look at creating a joint there and possibly waterproofing/sealing that joint. Just a suggestion. - Does the grade of the back foundation wall currently have grade 4' or higher along it? Is so, you are now changing how that wall is being used and I am curious what the rebar and current connections to the existing garage slab look like? You may want to look at making sure that wall is going to be acceptable for this change in its function if the grade is changing that much along the back. Jason. S. Hanlon Direct: 763.277.6215 Fu�: 763.571.1168 From: Tom Sand [mailto:tom@amaashomes.com] Sent: Tuesday, July 20, 2010 2:10 PM To: Jason Hanlon Cc: al@amaashomes.com; 'Kurt Czech' Subject: Keith Tow Garage Engineering Importance: High Jason, Attached you will find a garage addition plan we building for Keith Tow at 14845 Wilds Parkway, Prior Lake, MN.55372. This addition was dug today and Len Skluzacek from Skluzacek Construction will be providing the cement work. Len contacted me today and said that the City of Prior Lake is requesting Len to provide them engineering on the point loads on the two lower level steel beams for the precast and also the steel beam that will be installed on the back wall of the existing garage for a 17"-0' opening to the new garage addition. Per Molin Concrete Products, there wiA be a 160 Ibs per sq. ft. with the pre-cast and concrete floor loads John from JL White Company has provided beam calculations and sizes for the three steel beams. (See attached) John a(so agreed on the 160 ibs per sq. ft. and he also said that there is a 50 Ib live load included in the 160 Ibs per sq. ft. 8/26/2010 Page 4 of 4 Len Skluzacek will be contacting you direct to get some direction on how he should proceed. He is planning to pour footing tomorrow. He is also concerned with the rear window of the lower level. We are not sure what size header is needed and what type of material we should use. This window, 3521-2 is 5'-103/4" wide by 1'-9-3/4" tall. Sorry for the short notice on this. Hopefully you can help us out. If you have addition questions on this, you can contact AI Maas or myself. FYI: the back wall of the existing garage concrete wall was poured 10'-0" tall plus footing. No under pinning will be required there. Thanks, Tom Tom Sand Production Manager A. Maas Construction Inc • 14551 Judicial Road Suite lOQ Burnville Mn. 55306 Office # 952-892-5469 Fax # 952-898-5145 Cell # 612-363-7518 tom .amaashomes.com www.amaashomes.com 8/26/2010 , P R I O R LA K E BUP DRNG ND INSPECTI N RE O C RD O SITE ADDRESS �4� 45"" �-J � �c s��.��u NATURE OF WORK C�A�z. Ao c�� USE OF BUILDING tZ�s �4 PERMIT NO. �D. 0�3 DATE ISSUED s zc� �n CONTRACTOR R• MI�r�S Ccs�sS't'R��T1o/J PHONE �12»3�3+�5�8 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT UiSPECTOR DATE FOOTING �,� 9 FOUNDATION (Prior to Backfill) p�z na�`� ��k ;w� f d �� PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS FRAMING a �.3 <D INSULATION -� z..�/ ELECTRICAL � HEATING (if required 8 �3 �a �� GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED a �'L� i0 � FINALS GRADING (Prior to Soddin ) BUILDING' ELECTRICAL � HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE � This card must be posted near an electricai 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