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HomeMy WebLinkAboutBuilding Permit 12.393 3 A s A A 2 U �'. A U A U U ,it CITY OF PRIOR LAKE )4 -: pr of ( Puittlitig c 3ttsjartfion = 4 'Final Permitted ❑ Conditional C.O. Expires ' This Certificate issued pursuant to the requirements of Section 110 of the ❑ Residential / ❑ International i. Building Code certifying that at the time of issuance this structure was in compliance with the various r. ordinances of the City of Prior Lake i regulating building / coonstruction or use. For the following: ' ' Use Classification ,� /V G L-'6 -' X`) /'/ Bldg. Permit No. /1- 3 ! G�3 , Occupancy Type / ..-3 0 / Type Construction V / / � � f `7 Zoniing District Pv j/ L• Legal Description / f G . .t'61 ?J rn2A L 5 Owner of Building _ Site Address 36' 67 PC //1 7E PASS Contractor's Name & Address f • / 1 66 4 16- 5 /J/. lr �" / / /1 .5. /1 City Planner Building Official u r- i. 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White He PERMIT NO / ///iii 2 3 Yel low Pink City 1 � ( �� Yellow Ap .---Z ( / (Please type or print and sign at bottom) ADDRESS ZONING (office use) 362 07 P6/A/7 psi- POD LEGAL DESCRIPTION (office use only) LOTt BLOCK— ADDITION�� P .[k " Yll:0 2 • 9g3- tio 9 d OWNER (Name) (Phone) (Address) BUILDER —� c � 'I (Company Name) _ • r� � ` � (Phone) /� // r ,,c (Contact Name) , 10► '. . /Z I .u_ (Phone) �Ag-- tea' \ - v (Address) / �" - r - v1E ��r� - v, ro rde/i . • i r lr1 °t� t I V► 553L 4 TYPE OF WORK_New Construction ❑Deck ❑Porch DRe-Roofing DRe-Siding ❑Lower Level Finish ❑ Fireplace ['Addition ❑Alteration ❑Utility Connection CODE: I.R.C. ❑I.B.C. ❑ Misc. Type of Construction: I II III IV V A B PROJECT COST /VALUE $ 1 105p CCD Occupancy Group: A B E F HI MR S U (excluding land) Division: 1 2 3 4 5 I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that 1 am the owner or authorized agent for the above - mentioned 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 official can rgvoke this permit for just cause Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X cjel-4.- 6C0 ay Signatur Contractor's License No. Date Permit Valuation 2, 5 CVO, ." Park Support Fee # $ Permit Fee $ t i IL l c---0 SAC # $ " Z 36,g Plan Check Fee $ 1 t Ili $ 1- Water Meter Size 5/8";6 $ 5 Q'0 State Surcharge $ l t 2-2-Co t p Pressure Reducer $ t ( . - Penalty $ Sewer /Water Connection Fee # $ l o 0 Plumbing Permit Fee $ ( S SC) Water Tower Fee # $ ( 00 O Mechanical Permit Fee $ , %, 4 Builder's Deposit $ C coo - Sewer & Water Permit Fee $ c(4, , Other $ Gas Fireplace Permit Fee $ S 4 co TOTAL DUE $ 1 0, 91 40 This ` icati } : : t i es our Building Permit Whe App ved Paid ' e / ) Relit No. '1 /� � Date 25 /Z Building 0 Date ,`� IL This is to ci t ify that , e re re ' in the above application and accompanying docu nts i in accordance with the City Zoning Ordinance and may proceed as requested. This doc when si, . by the 'fay P % , co,. mutes a temporary Certificate of Zoning co Banc and allows construction to commence. Before occupancy, a Certificate of Occupancy n issued AL 1' i zt to Special Conditions, if any t tice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 • i PR/ CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Rc,e w /Z. <373 II,NNeseq- I. White File 2. Pink city PERMIT NO. iz , 0 3 Yellow Applicant (Please type or print and sign at bottom) ADDRESS ml) ZONING (office use) ?to 1 2 0 04a6(SS , LEGAL DESCRIPTION (office use only) Ali VP LOT�BLOCI - ADDITION 4 Pct- 4 OWNER (Name) (Phone) (Address) BUILDER ( (Company Name) ' � / � (Phone) " t — 0-9CA 40 o: 0 (Contact N/a�mee)' OAP i (Phone � cam" l �Q L 1.J � (Address) 1J /1&I A r�� E r(g I t I K.1l 6i...44.4., t TYPE OF WORK, New Construction ❑Deck ['Porch ❑Re- Roofing DRe-Siding Xower Level Finish Fireplace LJAddition DAlteration ❑Utility Connection Ie N C') FI P CODE:I.R.C. ❑I.B.C. El Misc. •t4�l� /5 J j/�"� Type of Construction: I II III IV V AB PROJECT COST /VALUE $ ) ��60 (� 0 C ) • Occupancy Group: A B E F HI MR S U (excluding land) / Division: 1 2 3 4 5 1 hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned 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 official can revok this per t for just c use Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. JO ° or, WO - n-- Signature / Contractor's License No. Date Permit Valuation 3� 6 U 0 0 0 Park Support Fee # $ Permit Fee $ 79. 47, SAC # $ Plan Check Fee $ Water Meter Size 5/8 "; 1 "; $ State Surcharge $ / - Pressure Reducer $ Penalty $ ` Sewer /Water Connection Fee # $ Plumbing Permit Fee $ '�y so Water Tower Fee # $ Mechanical Permit Fee $ / Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ / ®, 7_. ...... This Application Becomes Your Building Permit When Approved Paid /30 /.5 Re ipt No. , 4. j Date 7 i. /L Building Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 - 9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 Residential Building Permit Checklist New Construct' �, for Single or Two - family Dwellings in R -1 or R -2 Districts (24,9 Reviewed by: r \ Date: S / Z. Building Permit # _�'!', : Zoning: Address: , o �v- i per( �,�- ----'1-4>-5 Legal: L , B Subdivision: Existing Structure? YES / pp . Existing Nonconforming Structure? YES 1 N CONFORMS TO ZONING YI S NO ORDINANCE Yard Setbacks: NA 1 FAILS/ C P S ' Standard Proposed • Front Yard (can be 20' if av . w /in 150') 25' 'z'S- 3 • Side Yards 101 25' if abutting a street ( S . ' 41, • Sidewall exceeding 60' requires additional side 2" 10' setback + setback for every 1' over 60' in length. Not required 2 "/1' over 60' if building wall is 10' -0" or greater of being parallel to — a side lot line. r • Rear Yard 25' `"f • Patio Door: provide for minimum 10' deck or sign 10' side / statement indicating no deck will be built in the future 25' rear • From 100 year flood elevation of wetland /NURP 30' pond. • Refer in- ground pools to the Planning Department • From OHW (Prior or Spring Lake) 75' or setback average of adjacent structures, but no less than 50' Floor Area Ratio: NA 1- '410 AILS / CO 14 $ .30 Maximum 1 0 /7 I . Yard Encroachments ( NA / AILS /COMPLIES ' Standard Proposed Eaves and Gutters no more than 2 feet in width and no closer than 5 feet to a lot line (Easements). A/C and other equipment cannot encroach on interior side yards. Tree Preservation: FAILS / COMPLIES Standard Proposed • Total caliper in hes • Permit 35% Removal • Caliper Inches Rerr?oved • • Calipelrlches P,r'served • Replacemetf %:1 L : \TBMEbi4TE\BLDGLIST.DOC / Driveway: NA / FAILS / ;4 MP ES 1 Standard Proposed ' • Maximum width at pr•perty line 24' ____,2 f.. • Required setback • 5' from side lot Line or 30' from r -o -w on corner lots j'1 • Maximum slope . 10% " • All parking areas to be paved including R -V or w spaces adjacent to the garage • Location to match subdivision • rading .Ian • �, Building Height: NA/ FAILS / ,• MP S 35' Maximum Shoreland District: NA / FAILS / At IES , Standard Proposed Minimum lot area square feet flIP 7,500 Ri•, 7,999 Non -ri• Minimum lot width 50' Rip, 57.3' Non -rip Shoreland alterations Im • ervious surface AIIIINIIIIIIIIIIMESEMIIIMEINIA a _ . • J 4 Bluff in Sho el•nd : ' FAILS / CO PLIES Standard Proposed • Setback from top of bluff By planning dept. • Bluff im•act zone 20' From Top of Bluff , • Ens ineerin• certification submitted /a• .roved By City Engineer • Grading in bluff or bluff im •act zone No importing /exporting Floodplain: 41) AILS / COMPLIES Standard Proposed • 100 year ood elevation 908.9' Prior Lake 914.4' Spring Lake • Lowest floor elevation 909.9' Prior Lake / 915.4' Spring Lake • Proposed lowest floor elevation Must be 1' above flood elevation for new and existing structures. If existing structure was constructed 9119190- 11/22197 then additional foot is not required. • Elevations 15 feet from structure Must be flood elevation or . higher • 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: fA / FAILS / COMPLIES Standard Proposed • Size (( J 1000 sq.ft. or 30% rear yard • Not located in front and (Materials) • Side yard and rear yard setbacks 10' • Maximum height 15' • Materials compatible with principle structure L : \TEMPLATE\BLD GLIST.D 0 C Residential Building Permit Checklist Basement Finish or Interior Alteration to Single Family Homes BY: / Date: 7 2,-o Building ermit # /2, 'C PID: Zoning: Site Address Legal: L B Subdivision: Existing Struct e: YES or N CONFORMS TO ZONING YES NO ORDINANCE C_�-- YES NO Is this an expansion of the existing footprint or Refer to Planning building height? Is the property located within the flood plain? Refer to Planning Does the alteration include any additional kitchens? Refer to Planning Does the proposed alteration include any outside Refer to Planning j entrances other than patio doors? Is the proposed use of the finished space or Refer to Planning alteration for anything other than a normal single family home (office, group home, day care, etc.)? THIS CHECKLIST MUST BE COMPLETED AND INCLUDED IN THE BUILDING PERMIT FILE TO MAINTAIN A RECORD OF THE REVIEW. L: \TEMPLATE\ALTCHCK.DOC O PRIp� C)" try White - Building INNESO�P Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT � - i- �- ' L �` ' APPLICATION RECEIVED L17 / 2_.. The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ,.......s., vc, / ii\J I L. i f-- ) ti „...- Accepted Accepted With Corrections w Denied ,.,�„ Reviewed By: i Date: 5 Z ` /Z._ .Comments: 4 . - -- 1 , "The issuance or rantin of a • - , i g g �,, �t,.��, oval of plans, specif@ations and L _, computations shall not be Construe t ■ be a permit for,; or an approvat of,,arry violation off*, any of the provisions of this co o , ' any other ordinance of the jurisdiction. Permits presuming to give authority to ':vi la'- .r cancel the provisions of this code or other ordinances of the jurisdiction shale of be valid." . 04 PRI. ti Z U t xf White - Building �INNES� Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT i t- • z 2 / * s � APPLICATION RECEIVED 5: / 2 -' The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 3C, c7 y/,urE . Accepted v Accepted With Corrections Denied Reviewed By: A � Y ∎ Date: / !Z_ ,,,• < Comments: r. �� -m �- ��-S t -- 5 ' �4cti�- r J n' k --- /1-%-,-- I ` kM Z- ✓ 49 t..v 01 4 o (J, �o ', W /9 -}�vL vs Grn.1`467-1-cAic. i)r--4 Sc C ..-L, s CO( k r- - l\--) - 1 1 - 3 . f k5 1: c �i .XL.NT'` v � �- ( _ ___(/u-- L %11 - 4 c( S Ai 5i'e "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." tic t . ,R _ , _ . . "' T "'''''.'m r ...,,_.. rs jb ear. ", r . .P.4.r savr.. . ., :4.., - -, i "`,''','" ".T'" _ .. N- PRI E. U g White - Building �, Canary - Engineering NNESO P Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT /CA / f " - - ' APPLICATION RECEIVED / The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: C 7 / f - . ,f_ Accepted X Accepted With Corrections Denied / Reviewed By: � Date: J / Z Comments: See Attachments: 1) Grading Plan, 2) Erosion Control Standards I See Reverse Side for Additional Information! "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." ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS • Surface storm water drainage flowing to the perimeter of this lot to and from adjoining properties must be conveyed to the roadway and /or to the rear of the lot in drainage swales within the drainage easement. • All bare soil areas must be protected from eroding into neighboring properties through the properly installed and maintained silt fence or bales. • The silt fence required by the erosion control plan must be installed prior to any earthwork being started. • The builder is responsible for maintaining the erosion control measures until the turf is established. • The rock construction entrance must be installed at the time of libackfilling of the foundation. 6: \ Admin \dept info \ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS.doc 11 CITY OF PRIOR LAKE Date Rec'd 0 HEATINTG/AIR CONDITIONING/FIREPLACE PERMIT 'NvEsOlt" t Trek 3. Yellow Aid 2 eff. Co PERMIT NO. I e 33 (Please type or mint and sign at bottom) • ADDRESS ZONING (office use) 3607 POINTE PASS NW LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PW OWNER (Name) (Phone) (Address) APPLICANT (Name) GENZ RYAN (Phone) 952 767 184 7 (Address) 2200 H I GHWAY 13 W, BURNSVILLE , MN 5 5 3 3 7 (Address) (City) (Zip Code) (Contact P e r s o n ) LISA HERN. D Z • (Phone) 952 mimiggirgry /limy APPLICANT SIGNATURE 00 MIER , DATE ( 11--" i APPLICANT PLEASE COM 1 % E BELOW NEW CO STRUCTION D REPLACEMENT 0 ALTERATIONS FURNACE MAKE AND MODEL Ae./L ccrth'AU IA- OD FUEL FLUE SIZE RETURN OPENINGS , INPUT ( 00 0 OUTPUT dir OCY-Th TYPE OF SYSTEM HEATING OR POWER .PLANT PLEASE NOTE: Air Conditioner OWarm Air Plants LJ Steam Units and Fireplaces Cannot Encroach P Gravity 0 Hot Water Mechanical 0 Radiation into Required Side Yard Setbmcks. Ire ir Conditioning 0 Special Fireplaces with Box Additions or Devices :Went. System 0 Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL / r/ ir r . - 11 1 7' / jr ' FEE SCHEDULE Industrial, Commercial & Multi-Family 1% °gob cost Residential, Gas Fireplace $49.50 minimum Residential, Heating & A/C (New Construction) S149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $6450 Residential, AC Only $49.50 Estimated Cost $ ( ( 6 1 1 1 Building Permit # The Minnesota Statutes § 326I1.148 "St MCI IAR(ili" has heen chunged for one HEATING PERMIT FEE $ year ef fective STATE SURCHARGE $ .50 .11113 I. 2010. until Jane 30. 2111 1. TOTAL PERMIT FEE $ The minimum surcharge fora "lid fee" permit (Office Use Only) Is SE, beginning July 1.2010 This Application Becomes Your Building Permit When Approved Paid Receipt No. Date PAO WITH Bourne °man Date BUILDINu PERMIT 24 hour notice for ell inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street SE., Prior Lake, Minnesota 55372 De. st! 4112R-49,,,41 Date Recd ,,� k CITY OF PRIOR LAKE PLUMBUNG PERMIT N+veso°. r. awe He - _ 7. oau ca [ PERMJTNOE ( . is 3. Yaw Anenuen ._... _ • (Please type or orbit and sign at bottom) ADDRESS r ZONING (office use) 3607 POINTE PASS NW LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PM OWNER (Name) (Phone) (Address) APPLICANT {Ne) GENZ -RYAN (Phone) 952 -767- 1847 (Address) 22001 - IGHWAY 13 W , BURNSVILLE, _MN 55337 I (Address) (City) (Zip Code) (Contact Person) LISA HERNANDEZ (Phone) 952 -767 -1847 APPLICANT SIGNATURE A / itLl 1, / .4l °I Arr. D ATE e / = .1_ J 1 Vi APPLICANT PLEASE CO ETE BELOW Quantity Type of Fixture Qqntity Type of Fixture Bath Tub with or without shower Rough -ins I Dishwasher 1 Water Heater 1 Floor Drain 1 Water Softener Lavatory (Bathroom Sink) Stand Pipe (Washing Machine) Laundry Tray (1 or 2 compartment sink Sewage Ejector 1 Shower Stall Backflow Assembly 1 Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler Water Closet (Toilet) Other FEE SCHEDULE Industrial, Commercial & Multi- family I% of job cost with a $49.50 minimum Residential, New One & Two-Family $149.50 Residential, Additions & Alterations S49.50 The Minnesota Statutes if 32613.14 2613.]4R 1st S q (1O2 - Building Permit # "SURCHARGE" has been changed for one year effective PLUMBING PERMIT FEE $ ,.. PAID n e July I, 2010. until June 30, Znl 1. STATE SURCHARGE $ .5 � fa ��i w• , l7 The m surcharge fora 'Mixed fee" permit TOTAL PERMIT FEE $ N L' PERMIT is $5, beginning July 1, 2070 This Application Becomes Your Building Permit When Approved Paid Receipt No Date By Bundles OMetal Dote 24 hour notice for all inspections (952) 447 -9150, fax (952) 447-4245 4646 Dakota Street S.E, Prior Lake, Minnesota 55372 :*1;•"' • u1 MAY -22 -2012 15:58 FROM:STAR PLUMBING AND EX 19528847468 TO:9524474245 P.1 Dad 4 PR1'p Date Rec'd N CITY OF PRIOR LAKE SEWER AND WATER PERMIT Y saor+ Ciq 21° [PERMITNO • 5/3 3. Odd W.It (NOSH type or paint and slia sr bones) ADDRESS - ZONING (dike list) 3 6 ) 7 �.�; 0 .. iv, w, LEGAL DESCRIPTION (office lissomly) LOT BLOCK ADDITLON PIO OWNER () 4 2 ‘4 1 1 4, LO-A-■ (A) (mss) tab ab) (zlp Code) (Nam e\wL?L�i �. • r ` _ 4.4 - r1L. _ • I • � _1J. ( hone) i�Q - i K 13 f U ' %/L �f 6 (Address) (MO (Addess) � f.�,.�.c..% � v.P'i' .[_ /.i.►..vc...1..1.,. /.�.- L... CziP Cede) (Contact Person) O 1C (Phone) tJ /a - 422 • APPLICANT SIGNA ' � � « DATE O r a 3 -/ APPLICANT PLEASE COMPLETE BELOW Size of water service / 11 inches. Location of any couplings from stitch= feet. Type of sewer pipe. ❑ ABC 2 PVC ❑ Cast Torn Estimated length of sewer line ('�Z) feet. Clean out (if required) located at feet from structure. FEE SCHEDULE Residential .sowe ud iiaa.connection 25130 Industrial, Cora'J & Multi- family 1% of-job aosewitbn,.S 6o u Sewer Connection only 525.50 Water connection only 525.50 Estimated Cost S Building Permit # SEWER AND WATER PERMIT PEE S STATE SURCHARGE S PAID w TOTAL PERMIT FEE 5 UQ C,D f N, PERMIT (oatee Use o$r) This Application Becomes Your Building Permit When Approved Paid Receipt No. Date By Rudd =O9teW Date 24 hour notice ter all lnspeetions (952) 4414950, fax 052) 441 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 E r :4 47 • '�, •, 6 CITY OF PRIOR LAKE Impervious Surface Calculations (To be Submitted with Building Permit Application) For All Properties Located in the Shoreland District (SD). The Maximum Impervious Surface Coverage Permitted in 30 Percent. 4155 '* r 7 /,3 /ot/L Property Address �n;.r -ie jerrs'2s PONt) FI F7ii 49070U Lot A yy re yy a yy yy yy !26 yy ,yy y y .y y Jy yy JJ. ,yy yy yy .yI Sq. Feet x 30% = yy ,t/4 y .. S ,, ee T TTT? TTTT* TT* T T T T*TTTTT *TT* TTTTT TT T TTTT TTTTTT T TTTTTTTTT TTTTT *T TT T TTT T T'A'T LENGTH WIDTH SQ. FEET HOUSE x x = ATTACHED GARAGE x = TOTAL PRINCIPLE STRUCTURE U6 S DETACHED BLDGS x (Garage/Shed) x TOTAL DETACHED BUILDINGS --- DRIVEWAY/PAVED AREAS x = (Driveway -paved or not) x dr ∎ ve 4-'Q/ c i S - (Sidewalk/Parking Areas) X S idle w4 a = SF TOTAL PAVED AREAS -7 y,;'SF PATIOS/PORCHES/DECKS x = (Open Decks ''A" min. opening between X = boards, with a pervious surface below, are not considered to be impervious) X = TOTAL DECKS PQe( Q'O 5F OTHER x = X = TOTAL OTHER TOTAL IMPERVIOUS SURFACE 35 5T UNDER/OVER / 5 e Prepared By PCB{ r U • {ice "/k; -►asp Date ,c �3 -/z- .Compa Asa e er• � i75 r`4certil J .R,/ -• Phone # ( 6D/-- /1' f Oswell Engineering and Consulting, L.L.C. : 2 .. Serving all aspects of Commercial and Residential Structural Engineering 3 o � ;47 1901 E Hennepin Avenue #201 I Minneapolis, MN 55413 � � ," Phone: 612- 720 -4639 k F Fax: 612- 886 -2966 Email: Craig.Oswell@oswellec.com [\, 4. . www.OSWELLEC.com r June 28, 2012 Manor Concrete Construction, Inc. 11225 90th Avenue N Maple Grove, MN 55369 Attention: Chet Ritchie or Larry Miller Subject: Distressed Foundation Review - 3607 Pointe Pass NW, Prior Lake, MN Project# 2012 -057 To whom it may concern: At the request of Larry Miller of Manor Concrete Construction, Craig Oswell, PE of Oswell Engineering and Consulting, L.L.C. visited the above site on June 28, 2012 to perform a visual review of distresses in the cast -in -place concrete foundation walls. The structure is a wood - framed single - family residence with an attached garage. The builder is Ryland Homes. The construction of the walls was reportedly performed in accordance with the 2012 Standardized Cast -in -place Concrete Foundation Wall Drawings prepared by Oswell Engineering for Manor Concrete, while the wall to floor connection was reportedly performed in accordance with the 2012 Builder's Association Top of Foundation Wall Support Guide prepared by Oswell Engineering for the Builder's Association of Minnesota. The following was noted during the site visit: 1. The structure is nearing completion. The framing is in place and finishing work has been started. The basement floor slab is in place, but the entrance porch and garage slabs are not. 2. The front and majority of the side walls are full basement height, but they step down to lookout for the last approximately 12' of the sides, then step down to walkout at the rear wall. 3. The foundation walls are constructed of 8" nominal thickness cast -in -place concrete, with the exception of the front house wall at the porch, which is 10" thick. The walls are reportedly reinforced with #6 vertical bars at 40" on center placed on the inside face. 4. The full height basement wall sections are approximately 8' -8" high from the top of the slab to the top of the wall. The lookout walls are approximately 4' high from the top of the slab to the top of the wall. 5. The full height walls have a 2x6 sill plate. The plate is connected to the walls with 1 /2" diameter anchor bolts at approximately 36" on center. The bolts are located approximately 1" from the inside edge of the sill plate. The bolts have 2" square washers which are not countersunk. 6. The main level floor joists are 12" tall TJI's spaced at 19.2" on center. They bear approximately 2.75" to 3" on the sill plate and are connected to the sill plate with (3) top nails through their bottom chord. The joists have a manufactured rim board which is connected to the sill plate with Simpson FWANZ anchors adjacent each joist. 7. The non - bearing side walls have TJI blocking installed in two bays at approximately 4' on center. 8. The soil on the site appears to be a clay material. From water and soil marks along the exterior of the foundation walls, it could be noted that the soil along the side walls and the porch and garage have either recently settled or lowered by at least 12 ". Signs of water and soil flow /movement are also evident. The builder reported that this was the result of washouts and water movement during a recent severe storm. The cracks were also reportedly noted after this event. The following distresses were noted during the visit: 1. At the porch, there is an approximately 1/16" vertical crack with frayed edges on the front side of the garage side wall where the porch wall intersects it. There is also a hairline vertical crack at the opposite porch corner on the front porch wall side. 2. A hairline crack exists in the stem at the right side (when facing the structure from the front) front corner of the garage wall. 3. A diagonal crack exists on the inside face in the corner of the garage to house shared wall adjacent the porch. The crack is approximately 1/16" in width and extends the full height of the wall over a distance of approximately 61". At the top of the wall it is located approximately 4" from the garage shared wall and at the slab it is approximately 65" from the garage shared wall. The wall is offset inward approximately 1/16" on the garage side of the crack. Adjacent this crack directly in the corner visible from the inside of the basement is another hairline crack which extends from the top of the wall to approximately 38" below the top of the wall. The walls at this location are between approximately plumb to 1/4" out -of -plumb to the inside. 4. The rear wall of the garage which is shared with the house has an approximately 1/16" wide approximately vertical crack located adjacent a form joint near the wall mid - length. The wall is relatively plumb and is not offset on either side of the crack. 5. A hairline vertical crack is visible on the inside of the garage to house corner intersection on the left side of the garage. 6. A crack exists at the right side wall where it steps from full height down to look out. • The crack starts in the lookout wall approximately 1" from the wall height change towards the rear and extends downward diagonally to the slab toward the front of the house ending at the first adjacent form joint approximately 3' from the wall height change. The contractor reported that this is the location of where the low footing for the rear walkout steps up to the footing elevation below the slab at the full height walls. The crack is approximately 3/16" wide at the top and narrows to hairline at the slab. The lookout side of the crack is offset to the inside by approximately 3/16 ". The walls on both sides of the crack are approximately 1 /4" out -of -plumb to the outside over their heights. The top of the lookout wall is between approximately level and sloping downward 1 /4" towards the rear over its length. 7. The basement floor slab was reportedly installed after the cracks were noted. No • significant slab cracks or settlement were noted. CONCLUSIONS: Based on the locations of the cracks and the direction of the wall movement, the noted distresses appear to be the result of hydrostatic pressure and soil movement, most likely caused by the reported storm event. It appears that the rear wall of the garage, particularly at the corner adjacent the porch side, was pushed towards the house approximately 1/16 ", resulting in the cracks noted at the porch and the garage to house shared walls. The crack at the right side lookout wall appears to be a shrinkage crack which was aggravated and enlarged by the movement of the soil and water along the side of the house, causing the wall to push inward on the down slope side. Page 2 of 3 Project #12.057 The vertically oriented cracks are non - structural in nature and do not reduce the strength of the wall itself. The two diagonal cracks, at the house to porch wall and the right side lookout wall, are structural in nature due to their orientation, however the walls at these locations are adequate even if unreinforced. As such, all of the cracks can be repaired using full depth • epoxy injection grouting to reestablish continuity to the walls and reduce the potential for water intrusion. Refer to the corrective measures section of this report for more information. The anchor bolt clearance to the edge of the sill plate along the front house walls is Tess than • the 2.5" required in the design documents. In addition, the washers are not countersunk as required and doing so at this point may be difficult if not impossible. These issues reduce the capacity of the anchor bolts to approximately 20 percent of their full design values and as such corrective measures are required. Refer to the corrective measures section of this report for more information. The top of wall connection and the non - bearing wall blocking are otherwise structurally adequate as installed. CORRECTIVE MEASURES: The following corrective measures are required: 1. • The diagonal crack at the right side lookout wall and the porch to house /garage corner are to be injected full height with structural epoxy. The remaining non - hairline cracks, such as the vertical crack in the rear garage wall and the one at thaporch to garage intersection ma • - - • • . . . • • . • - _ • I . ctor's o • tion. The hairline crac s are too small for injection and do not require corrective measures. • 2. The garage to house and house to porch shared walls are to be doweled into the garage and porch slabs respectively when they are placed. The hooks are to be #4 bars extending at least 36" into the slabs and drilled and structurally epoxy grouted into the wall with 8" embedment. The embedment is to be done at an approximately 30 degree angle from vertical. The first hook at each end of the wall is to be located no • more than 24" from the corner with the ones between spaced at 36" on center maximum. It is my professional engineering opinion that the above noted foundation wall distresses were most likely the result of a storm event and its resulting pressures from soil and water movement. The foundation walls are sound and will be structurally adequate and meet the requirements of the Code once the noted corrective measures have been made. All work is to be performed in accordance with this document, the Code, and standard industry practice. The observations and opinions made in this report are based on my professional engineering experience and judgment, as well as the observations of the visual inspection. The review is limited to the specific structural items noted only. • I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed engineer under the laws of the state of Minnesota. If you have any questions or re ire further assistance, please contact me. Craig Oswell, PE MN Registration #42341 6 -28 -12 Page 3 of 3 Project #12.057 DEPARTMENT OF P R I R LAKE DEPARTMENT BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS G-7 - Pi-vs NATURE OF WORK Si P .nt i -04c7 N me-c.44. P 6a e niki. L .1_ USE OF BUILDING S PERMIT NO. (7 - f DATE ISSUED l i 2-- CONTRACTOR (c,. ,p '' PHONE 1 2 - 2 _ 2 - 1 6e NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW f THE PER IS BY SEPARATE DOCUMENT G ,,,,��. ( A- _ t L c s L A, 4 14(4w v✓4 INSPECT DATE 1 FOOTING 1 / 4 16 / /,. Z , I !FOUNDATION (Prior to Backfill) 1 fl 6 rz 4 1 PLACE NO CONCRE3E HAS BEEN SIGNED 1"t' Si\21■NUNC" 40 -4 - 1 NS 13 („ elri SEWER / WATER / SEPTIC of 6/. t z FRAMING 0-? 7264 / INSULATION / 2 7$ /, ELECTRICAL PLUMBING tf uco 1 4 t"8 C i/' HEATING (if required) lie FIREPLACE GAS LINE AIR T ST f n p zS r� a� /.� � /i , `` -" Pc COVE NO WO UNTIL A OVE HAS BEEN SIGNED ed C v5 peM L- I I 1 0 FINALS /� GRADING (Prior to Sodd' g) 16 1 , , zei Ifr BUILDING <0 jel1 t t2__ 6,4 1zZ1 /0 ' ELECTRICAL V PLUMBING -,,8 S//*- HEATING 0 8 (- 2 // , ``' a\ , � e `, 0 NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED \sw � i NOTICE .1 , 6 This card must be posted near an electrical service cabinet prior to rough -in inspections a ," and maintained until all inspections have been approved. On buildings and additions il " where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447 -9850 • .• a e • D + D � b !Z - 7S Pu(D ZS -1c- IO i Pl ZNEERengineerin g CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: RYLAN . HOMES ADDRESS: �OINTE PASS, PRIOR LAKE, MN BUYER: BEHLAU MODEL: LINDEN ELEVATION: D REVISED 8/17/12 GRADING AS-BUILT LOT AREA = 14,326 SF HOUSE AREA =2,665 SF LA DRIVEWAY AREA =686 SF o PORCH AREA =90 SF ( (-31.--' loo /� SIDEWALK AREA =59 SF S -a.„ ' f 964\5 1 � S 965.3 • 65.8 967.0 ' ` . � p O 'PO 963.9 \\ 963.7/ • 1 • .5.2 X 966.8 968.5 , , \ �( ,�y � 963.8 �' • .4.1 4/-` f6 964.0 O -- -- - - X 968.9 ... V tl " 73 ‘k p-o P ' \ X 965.2 X 968.0 \ \ M X 970.5 ♦, 1,( LTA 1l' 9s ° v .. 0 \ X 971.3 N \ \ \ .71.5 i 970 � 0 V+ • \ O I X 970.0 973.0 972.8 97 N (J J J I �� 6 0 ° � s , 972 6 ` s 973.6 ?' 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