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Home My WebLink About2009-00491 - addn/remodel/repair • , • 1 CITY OF ORONO PERMIT NO.: 2009-00491 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 09/24/2009 952 249-4600 FAX: 952 249-4616 ADDRESS : 4099 HIGHWOOD RD PIN : 07-117-23-44-0012 LEGAL DESC : HIGHWOOD LAKE MTKA : LOT 014 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 65,000.00 NOTE: S�PERATE PERMITS REQUIRED: PLUME3ING, MECHANICAL,ELECTRICAL(STATE) ADV PLAN REVIEVV PD 2009-00492$516.26 APPLICANT PERMIT FEE SCHEDULE 794.25 BIG WOOD TIMBER FRAMES INC. STATE SURCHARGE(VALUATION) 32.50 447 EAST 7TH STREET ST. PAUL, MN 55101- TOTAL 826.75 (651)298-8776 Minnesota State License#: 20002612 OWNER II1,ALONZO SERAN 4099 HIGHWOOD RD MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT Thc work for which this permit is issucd 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 pennits. All provisions of laws and ordinances goveming 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[ime 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 anyt+mq�r e cause. �� ` �-'L 1 : �' � 1 � � G �� %� / ` `. pplican�'�'ermit i nature Date � Iss y Signat e Date � SEPARATE PERMITS REQUIRED FOR WORK O HER THAN DESCRIBED ABOVE. CITY OF ORONO PERMIT NO.: 2009-00491 . � 2750 KELLEY PARKWAY DATE ISSUED: 09/24/2009 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADnRES� : 4099 HIGHWOOD RD PERMIT APPLICANT: PIN : 07-117-23-44-0012 BIG WOOD TIMBER FRAMES INC. LEGAL DESC : HIGHWOOD LAKE MTKA 447 EAST 7TH STREET : LOT 014 BLOCK 000 ST. PAUL, MN 55101- PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN /REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL SEPERATE PERMITS REQUIRED: PLUMBING, MECHANICAL, ELECTRICAL(STATE) ADV PLAN REVIEW PD 2009-00492$516.26 BUILDING INSPECTION RECORD 48 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CALL FOR INSPECTIONS WEEKDAYS: INSPECTION TYPF DATE INSPECTOR INSPECTION TYPE DATE INSPECTOR FOOTING FOUNDATION SURVEY FRAMING INSULATION WALLBOARD FINAL AS-BUILT SURVEY INSPECTION COMMENTS: IN ACCORDANCE WITH CI7'Y ORDINANCE,NEW OR SUBSTANTIALLY REMODELED BUILDINGS SHALL NOT BE OCCUPIED UNTIL ALL WORK HAS BEEN APPROVED,AND A C�RTIFICATE OF OCCUYANCY HAS BEEN 1SSUED BY THE BUILDING DEPARTMENT. THIS CARD MUST BE POSTED AND VISIBLE AT ALL TIMES liNTIL WORK IS COMPLETE. � u�. .23-0� � City of Orono Building Permit Application for New Structures or Additions �-�—� Mailing Address: Permit number: �Q� � /�,�,�\ PO Box 66 �// D /� ,: Q`� Crystal Bay, MN 55323-0066 Date received: 9 i ��.� L�S � I a ��'j�. �.�.`.,:; �,;� Street Address:� Received by: �'�n '�� '� Gti j� 2750 Kelley Parkway Plan review fee: , �� a� t�kESH04�' Orono, MN 55356 plan RGv�tiv Pr,� � oo _-aa �9 - Total Fee: _ Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us ;'a � This application form must be completed in full and all required information must b submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: '�-f D�� -f� �(-�l,✓ oC�(� �Z,� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes [� No /f yes, a specia/event permit is required with Po/ice Department and City Council approval 60 days prior to the event. Shuttle bus service wi/l be required unless applicant demonstrates suffrcient on-site parking is available. Non-permitted events wil/not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: ?jll� wao� ��n�+i3En- ��ES State License# Expiration Date: Phone: (,<-,�_ •PLa,p�5��3Y�, 298 ..OG (office) � -Z7o - �6,�3 (cell) Mailing Address: y�y,� Ea,r -7� 5rrt� '�" City: �7- P,¢��,.. ZIP� ,�;�o � Contact Person: �i K� l��c K c.-A�5 Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: (0 5( _ 2� `'d- O b3� PROPERTY OWNER INFORMATIO C Name: � L. �, ��'"N �E Jc12�N Phone (daY)� cac -L , (�Z3 -CoR92 ?(o3 - �G`-�-�4( �- Address: l,�pq� y��{,,.ra,y� City: O�/�0 ZIP: �s36� Email and/or Fax _ �t gQrc�,n � q v'c��o . c,e �,c.� � ARCHITECT/ENGINEER INFORMATION: Name: ��Cc�-,��p/, Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply ❑ New Construction [�Single Family with Residence �Addition attached garage arag /Accessory Bldg. [�Public Sewer Accessory Building ❑ Single Family with ❑ c ❑ Relocation detached garage ❑ Office/Commercial ❑ Other: (specify) ❑ Multi le Famil /Condo ❑ Private Sewer p y ❑Warehouse ❑ Public ❑ Storage ❑ Public Water "*Any earth movement may 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) $ k�,�;.;�; � -20 - STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction a. Length (ft.)= � + o = 7� Number of bedrooms=�_� ( �0�� [�Wood/Frame ❑ Masonry b. Width (ft.)= Z�v Number of garage stalls: ❑ Metal ��ne�/ Attached = ti ❑ Pole Bldg. Areas in sauare feet t_� � Detached = ❑ ICF ❑ On-site Prefab c. Basement= �`�� 12t �B = 1`}y � ❑ Off-site Prefab d. 1 S`Story = 2 ;` /O s� ❑ Other(please specify): e. 2"d story= e'i�f�! Z �l� Q � / y C�.� f. '/z Story = --- . g. Total Area= ��3(0 �� = 5�"�G� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclos d Ap licable � _ ❑ Permit A lication L� � ❑ Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form '� �` ❑ Surve meetin all re uirements � ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s ❑ � Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ G� Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee .� ,�-; . �--- Z• ❑ ❑ Other '" � -- APPLICANT 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; • 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. �9 �. ApplicanYs Signature: Date: / � Zoo� �- � , -21 - Plan Review Checklist for New Structures / Additions Address/ PID / Legal: �(� -( ) r�/j�ti (�JCiD c� �� Description of work: ��,��(� ��,`�,� Septic review by: Date Approved: � Zoning review by: Date Approved: ( l� % Building review by: Date Approved: 4 • L - v`� Grading review by: �� Date Approved: G C �� Zoning File#� �� - � � Z � Resolution#'�- Resol�4{S n e: (" � � `� � � Zoning District ! Fire Department � Post Office School District � Zoning: Lot Area: �� Z?7 SF AC Width: Depth: Survey Submitted: 0 Yes ❑ No Date of Survey: �� 7��w �� Proposed Setbacks: I � ..,;' Front(Lake) � R r S reet I, ( N S E W � ( N S E W ) ' Other Buildings �I Wetland ; � i e ' Si e I Building Defined Height: '� ' Building Peak Height: ' / �7 l 7 ��V � —v—.—/ � FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: � START � the distance between the basement floor/ � � START ! the distance between the slab and the � WITH� ; I crawl space floor and the highest roof peak, I, WITH � highest roof peak, the top of the cornice �i I the top of the cornice of a flat roof, the deck I j ! of a ftat roof, the deck line of a mansard � � �� I line of a mansard roof, or the uppermost j � roof, or the uppermost point on a round or � � ' oint on a round or other arch-t e roof j ! other arch-type roof � I SU TRA�t T half the distance between the highest � ; SUBTRACT � half the distance between the highest j i ��Ci1 I window and highest roof peak of a pitched ' � ' window and highest roof peak of a `. l ✓ ' roof itched roof I SUBTRACT � the distance between the basement floor/ I I ADD the distance between the slab and the I � crawl space floor and the highest existing , highest existing grade within the i � q grade within the foundation or 10 feet, I ! I foundation ��Gj�/ � I ! whichever is less. i ! EQUALS ' Defined building height 1� � EQUALS ; Defined buildinq height ; '"I �Lot Coverage: SF % j Shoreland District MCWD Permit Received I Average Lakeshore Setb ck � ❑ Yes ❑ No ❑ N/A I ', ❑ Yes No � Yes ❑ No ❑ Yes No ❑ N/A Setback� i ! Permit Number �� Hardcover Zones ! Existin Proposed ariance Required CU Required 0-75' Y s ❑ No '� ❑ Yes i 75-250' I ,. T s): �� Type(s): � 250-500' I I ` � � i 500-1000' I �'� REMARKS (in-house): Updated: 07/01/2009 z:\forms\plan review checklist.docx Fees to be Charged YES NO Pe rm it �/ Plan Review �/' State Surchar e Investigation Fee SAC-Number of SAC Urtits Sewer Connection Water Connection Park Fee Site Inspection Other(specify) Miscellaneous Fees Calculated By: UBC: Construction Type: S uare Foota e ' ; $ per Square Foota e I '� , � i, � , ; Basement ! � X , _ � $ ' 1 s Floor ! I X � = I $ � 2" FIOOf� i X � ! - I $ � Gara e ! � X ! _ ; $ � � I I Estimated Construction Value: $ [n`Z,,c9c�0 r Orono lnspections Required Work Requirinq Separate Permits Required State Permits ❑ Site � Plumbing ❑ Grading / Filling ❑ Well ❑ Hardcover Removal � Mechanical ❑ Fire Electrical ting ❑ Septic ❑ Water Connection Foundation Survey ❑ Fireplace ❑ Sewer Connection ming ❑ Masonry ❑ Lawn Irrigation �Insulation ❑ Mfg. � all Board ❑ Other(specify) s-Built Survey � Final ❑ Other (s ecif ) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: ❑ YES ❑ NO New: 0 YES ❑ NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 07/01/2009 z:lforms\plan review checklist.docx � � � � � � ..�,. ,,s` �� ,F, � , I ta ��n�- ��O _'� a� :$�R� �2� o �_ �p e�.�� 3� �. �o � w �_ � • � .1 O ` �'S " � `� o� �� .� y.`� '� w \ � � N" =�3�� ti Y �� H \ n ��3� p� a ag � �` \�aO ! � ° p� R� � o �s � �� __ s� ,39a �O \ � � �� T s � / / ko� ' -� ' �/ � �� C�\ � • k 3��R � � s�� e � � ,� e� n '''a'.n N o � /� ' ° ' � '� \ v� N �b �n fl � f o �v1 r C � � ' /`� � � ul 00 � � � � ~q6 � / � • �� \`C�`�� ti , rn , '�j�,,�� C C� �`r'7� ��` •,< N 4 � �1/v �� T �` �� r � �\ �N i � ` � J + � / •` ��J ` ri ��\ � � `" a---� i � �' �y2 �. -� ,� � ,��,� � � � ��'� � � � ;:� � =�- / 'y� � . `l` n �-. " � •... • � � �! � � � 1 �C � �� `�� .9 � d a`� . , , a � s.� � b� � �x ,/ � ! �0 1 �\ �'d �� /l ��''yz\ �� _°' ? o �� ''.� \ 'X� ��' �� s�� r" � � 6 � � (�� c�j` y� ��[ s � � � t � \ � \v � � Y� �� ` \ � ` / � o` � i� I ��j \ A D'��9� � ._ _ �! � � � _ ' �1 � . Z 1�1'-�' .� 9'Yc � .n � Yd r • � �� C' =��1 c'\ � ` �,�� /.o � J � � � '�0 r \` �` ^ 4 ✓ ~ ��V •\ j\� O 0 � \ � \� m �� ' �. � 9 � � � p ��o �'�a`r � � �'�\ � _N � � �,� � ..a \ T`^ ;�% j � � b �a � ,� � , o �. "'s, � � ,� ' Q e O h � 9rs � .�.. � a � o n � ra -+ �r- 3' � M 1 � � � .�"++�, � � �� s� �� \ � o e .o � c� �\ t � � ��,, ; o \ \ � .• • ` � � � � s� \� � � � � `� Y �� : X � � �� x. � � � v� me--�`� _ �� a i � � . . MINUTES OF THE ORONO P TING onday,May 19,2008 6:00 o'clock p.m. (#08-3357 ALONZO& RENEE SERAN,4099 HIGHWOOD,CONTINUED) A1 Seran indicated the floor elevation of the new garage is going to be at 949.5 feet,with an eight-foot basement. Gaffron stated the new garage floor would be approximately level with the road. The main level where someone would drive into the garage is nine or ten feet above the west wall of the house and that without the basement,a significant amount of fill would be needed. Gaffron commented one likely reason why the garage was constructed originally as a detached garage is the slope of the driveway. Turner noted there were varianc�s granted for the existing garage. A1 Seran noted he is staying with the City's requirement on structural coverage and that he is attempting to correct the drainage. Gaffron noted the drainage would be directed over the retaining wall on the south side of the property with this proposal rather than down the sidewalk. A1 Seran stated there currently is gravel in that area and that they would like to terrace the area slightly to help slow the runoff down and erha s add some drain tile. Gaffron asked whether the neighbor would be willing to work together on the drainage issues and the construction of a swale. Gary Germundsen,4101 Highwood Road, indicated he would be willing to work together with the applicant on the drainage. Turner asked if Mr. Germundsen knows what happened to the drain tile along the property line. Germundsen indicated he is not aware of any drain tile in that area and that he was unsure whether that was being proposed or was already in existence. Turner stated the survey shows that the drain tile existed at the time his house was built. Germundsen stated he was not aware of drain tile in that area. Chair Kempf opened the public hearing at 6:47 p.m. There were no public comments regarding this application. Chair Kempf closed the public hearing at 6:47 p.m. Kang stated given the number of drainage issues, she would like to see the hardcover reduced by one percent. • Zullo commented the curved driveway would give the property more curb appeal. PAGE 4 � � �� }� Generated by REScheck Package Generator Compliance Certificate Project Title: AI and Renee Searn Report Date: 08/12/09 Energy Code: 2003 IECC Location: Orono, Minnesota Construction Type: Single Family Glazing Area Percentage: 5% Heating Degree Days: 8037 Construction Site: Owner/Agent: Designer/Contractor: 4099 highwood rd AI Seran Mike Nicklaus orono,mn 55364 4099 highwood rd Big Wood Timber Frame Permit#tbd orono,mn 55364 Permit Date:tbd 612-623-6902 aseran@graco.com v� G�! ..�4= � - . . . ' .� , �. .:',,,,�^'"...s..^Y�.+' - . :,,.. . .,.. .:. ,�..._ .= r�.. �... .. , c�...,,, .,. .. � � i / �• Ceiling: 49.0 Wall: 19.0 0.0 Basement: 11.0 ' Wall height:8.0' Depth below grade:5.0' Insulation depth:8.0' Window: 0.350 Door: 0.350 Furnace: 95 AFUE Air Conditioner: 10 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other � calculations submitted with the permit application.The proposed building has been designed to meet the 2003 IECC requirements in the REScheck Package Generator and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: AI and Renee Seam Report date: 08/12/09 Data filename: Page 1 of 4 � � Generated by REScheck Package Generator Inspection Checklist Date: 08/12/09 Ceilings: ❑ Ceiling:R-49.0 cavity insulation Comments: Note:The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the plate lines of exterior walls, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation.Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). Above-Grade Walls: ❑ Wall: R-19.0 cavity insulation Comments: Note:Wall requirements apply to wood-frame wall constructions. Metal-frame wall or mass(concrete,masonry,log)wall equivalent R-values can be found in the Help User's Guide. Basement Walls: ❑ Basement:8.0'ht/5.0'bg/8.0'insul, R-11.0 cavity insulation Comments: Note:Walls of conditioned basements below uninsulated floors must be insulated from the top of the basement wall to a depth of 10 feet below ground level or to the level of the basement floor,whichever is less.The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walis. Basement doors must meet the door-U-factor requirement. Windows: ❑ Window: U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:U-factor:0.350 Comments:Front door exempt Note:Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door.One door may be excluded from this requirement(i.e.,may hav a U-factor greater than 0.35). Heating and Cooling Equipment: L] Furnace: :95 AFUE or higher Make and Model Number: ❑ Air Conditioner: : 10 SEER or higher Make and Model Number: Air Leakage: � Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. � Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Skylights: � Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Project Title: AI and Renee Searn �� .�� Report date: 08/12/09 Data filename: Page 2 of 4 Vapor R�tarder: - i� Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: � Materials and equipment are installed in accordance with the manufacturer's installation instructions. � Materials and equipment are identified so that compliance can be determined. � Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. � Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building pians or specifications. � Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: � Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. � Return ducts in unconditioned attics or outside the building are insulated to at least R-6. � Supply ducts in unconditioned spaces are insulated to at least R-11. � Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. � Where exterior walls are used as plenums,the wall is insulated to at least R-11. Duct Construction: � Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. U All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 1816. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). � The HVAC system provides a means for balancing air and water systems. Temperature Controls: � Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: U Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. � Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: � Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: � All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title:AI and Renee Seam 2 ti� � � �hM � �� Report date: 08/12/09 Data filename: Page 3 of 4 Table 1:h�inimurn Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2"Runouts 1' and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: AI and Renee Searn � � Report date: 08/12/09 Data filename: Page 4 of 4 . - MARVIN-+ , . ; , '� �;�� '� vJ ,:��ws , a na, �'�► �LAD ULTIMATE DOUBLE HUNG ��p �� '� '' g�,�tero��yo�: NFRC VALUES NFRC Unit Values Solar Heat Glazing Type U-Factor R-Value Gain Visible Light Coefficient Transmittance Energy Star Double Hung/Single Hung Size Tested 47 x 59 47 x 59 47 x 59 47 x 59 Insulating glass 0.48 2.08 0.55 0.58 - Insulating glass-SDL 0.48 2.08 0.49 0.51 - Insulating glass-SDL with spacer bars 0.49 2.04 0.49 0.51 - Insulating Low E II glass 0.31 3.23 0.30 0.51 N, NC,SC,S Insulating Low E II glass-SDL 0.35 2.86 0.27 0.45 N, NC,SC,S insulating Low E II glass-SDL with spacer bars 0.36 2.78 0.27 0.45 NC,SC,S Insulating Low E II glass-Argon 0.31 3.23 0.30 0.51 N,NC,SC,S Insulating Low E II glass-Argon,SDL 0.31 3.23 0.27 0.45 N,NC,SC,S Insulating Low E II glass-Argon,SDL with spacer bars 0.32 3.13 0.27 0.45 N,NC,SC,S Transom 3/4"IG Size Tested 47 x 59 47 x 59 47 x 59 47 x 59 Insulating glass 0.47 2.13 0.60 0.63 - Insulating glass-SDL 0.47 2.13 0.54 0.56 - Insulating glass-SDL with spacer bars 0.47 2.13 0.54 0.56 - Insulating Low E II glass 0.33 3.03 0.32 0.55 N,NC,SC,S Insulating Low E II glass-SDL 0.33 3.03 029 0.49 N, NC,SC,S Insulating Low E II glass-SDL with spacer bars 0.34 2.94 0.29 0.49 N,NC,SC,S Insulating Low E II glass-Argon 0.29 3.45 0.32 0.55 N,NC,SC,S Insulating Low E II glass-Argon,SDL 0.29 3.45 0.29 0.49 N,NC,SC,S Insulating Low E 11 glass-Argon,SDL with spacer bars 0.30 3.33 0.29 0.49 N,NC,SC,S Picture 1"IG Size Tested 48 x 48 48 x 48 48 x 48 48 x 48 Insulating glass 0.46 2.17 0.56 0.59 - Insulating glass-SDL 0.46 2.17 0.51 0.52 - Insulating glass-SDL with spacer bars 0.47 2.13 0.51 0.52 - Insulating Low E II glass 0.33 3.03 0.31 0.52 N, NC,SC,S Insulating Low E II glass-SDL 0.33 3.03 0.28 0.46 N, NC,SC,S Insulating Low E II glass-SDL with spacer bars 0.34 2.94 0.28 0.46 N,NC,SC,S Insulating Low E II glass-Argon 0.30 3.33 0.31 0.52 N,NC,SC,S Insulating Low E II glass-Argon,SDL 0.30 3.33 028 0.46 N, NC,SC,S Insulating Low E II glass-Argon,SDL with spacer bars 0.31 323 028 0.46 N,NC,SC,S NOTE: Product Values are determined using the National Fenestration Rating Council(NFRC)Procedures for determining fenestretion product values. U-Value:(8tu/hr-sq ft-*F�Lower the U-Value,the greater the resistance to heat flow and better its insulating value. R-Value: (1/U-Value)Higherthe R-Value,the grea[er the resistance to heat flow and better its insulating value. Visible Light Transmittance(VLn: Percentage of visible light trensmitted through the unit. Solar Heat Gain Coefficient(SHGC): The lower a window's SHGC,the less solar heat it trensmits,and the greater its shading abiliry. Capillary tubes are required for IG units at high elevations. Argon will not be furnished in units with capillary tubes. Contact the Architectural Department Hotline at(800-346-3363)for additional NFRC Unit Values. 2009-03-23 11708608 8.3 Marvin Architectural Detail Manual . . . MARVIN�� • �r� ,,��w . , � �,� . � CLAD ULTIMATE DOUBLE HllNG Builtaroundyou: NFRC VALUES NFRC Unit Values Solar Heat Glazing Type U-Factor Gain Visible Light Condensation Coefficient Transmittance Resistance Energy Star Double Hung/Single Hung Size Tested 47 x 59 47 x 59 47 x 59 47 x 59 Insulating Low E II glass-Argon,SDL with spacer bars 0.33 0.27 0.45 - N,NC,SC,S Insulating LoE3-366"" Glass 0.34 020 0.46 51 N,NC,SC,S Insulating LoE3-366 Glass-Argon 0.31 020 0.46 54 N, NC,SC,S Insulating LoE3-366 Glass-SDL w/Spacer Bar<1" 0.35 0.18 0.41 51 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/Spacer Bar>1" 0.35 0.16 0.36 51 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/o Spacer Bar<1" 0.34 0.18 0.41 51 N, NC,SC,S Insulating LoE3-366 Glass- SDL w/o Spacer Bar>1° 0.34 0.16 0.36 51 N, NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/Spacer Bar<1" 0.31 0.18 0.41 54 N,NC,SC,S Transom 3/4"IG Size Tested 47 x 59 47 x 59 47 x 59 47 x 59 Insulating LoE3-366"" Glass 0.32 0.22 0.50 54 N, NC,SC,S Insulating LoE3-366 Glass-Argon 0.29 0.21 0.50 58 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/Spacer Bar<1" 0.33 0.20 0.44 54 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/Spacer Bar>1" 0.33 0.18 0.39 54 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/o Spacer Bar<1" 0.32 0.20 0.44 54 N, NC,SC,S Insulating LoE3-366 Glass-SDL w/o Spacer Bar>1" 0.320 .018 0.39 54 N,NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/Spacer Bar<1" .029 0.19 0.44 58 N,NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/Spacer Bar>1" 0.29 0.18 0.9 58 N, NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/o Spacer Bar<1" 0.29 0.19 0.44 58 N,NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/o Spacer Bar>1" 0.29 0.18 0.39 58 N,NC,SC,S Insulating LoE3-366 Glass-GBG 0.33 0.20 0.44 54 N, NC,SC,S Insulating LoE3-366 Glass-Argon,GBG 0.29 0.19 0.44 58 N,NC,SC,S Picture 1"IG Size Tested 48 x 48 48 x 48 48 x 48 48 x 48 Insulating LoE3-366'" Glass 0.32 021 0.47 56 N, NC,SC,S Insulating LoE3-366 Glass-Argon 0.28 0.20 0.47 59 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/Spacer Bar<1" 0.33 0.19 0.42 56 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/Spacer Bar>1" 0.33 0.17 0.37 56 N,NC,SC,S Insulating LoE3-366 Glass-SDL w/o Spacer Bar<1° 0.32 0.19 0.42 56 N, NC,SC,S Insulating LoE3-366 Glass-SDL w/o Spacer Bar>1" 0.32 0.17 0.37 56 N,NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/Spacer Bar<1" 0.29 0.18 0.42 59 N,NC,SC,S Insulating Lo�3-366 Glass-Argon,SDL w/Spacer Bar>1" 0.29 0.17 0.37 59 N, NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/o Spacer Bar<1" 0.28 0.18 0.42 59 N,NC,SC,S Insulating LoE3-366 Glass-Argon,SDL w/o Spacer Bar>1" 0.28 0.17 0.37 59 N,NC,SC,S Insulating LoE3-366 Glass-GBG 0.32 0.19 0.42 56 N, NC,SC,S Insulating LoE3-366 Glass-Argon,GBG 0.28 0.18 0.42 59 N, NC,SC,S NOTE: Product Values are determined using the National Fenestration Rating Council(NFRC)Procedures for determining fenestration product values. U-Value:(Btu/hr-sq ft-'�Lower the U-Value,Ihe greater the resistance to heat flow and better its insulating value. R-Value: (1/U-Value)Higher the R-Value,the greater the resistance to heat flow and better its insulating value. Visible Light Trensmittance(VL�: Percentage of visible light transmitted through the unit. Solar Heat Gain Coefficient(SHGC): The lower a window's SHGC,the less solar heat it transmits,and the greater its shading ability. Condensation Resistance(CR): Condensation Resistance measures the ability of a product to resist the formation of condensation on the interior surface of a producLThe higher the CR rating,the better that product is at resisting condensation formation. Capillary tubes are required for IG units at high elevations. Argon will not be furnished in units with capillary tubes. Contact the Architectural Department Hotline at(800-346-3363)for additional NFRC Unit Values. 2009-03-23 11708608 8.3A Marvin Architectural Detail Manual . l,�a 23-��' City of Orono Building Permit Appiication for New Structures or Additions Mailing Address: Permit number: d�� DD 4v�,� PO Box 66 Q �� O Crystal Bay, MN 55323-0066 Date received: �� 09 a �°t;�. _ ' '��;, s, StreetAddress:' Received by: L�1'lJ`i'S �'�n ' "'� �ti 2750 Kelley Parkway Plan review fee: , �� a� t�kESKo4� Orono, MN 55356 pl�.n vttiv ,�c Pr,�� • _ o��ao �9 Total Fee: ; Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �"� � `�. � This applicafion form must be completed in full and all required information must b submitted. '� '"" Incomplete applications will be returned. (Please print) � GENERAL INFORMATION: Job Site Address: � � �('� �-f{ C,�-�c,.i oD � �.'(� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes, a specia/event permit rs required wifh Police Department and City Counci/approva/60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking rs available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: N ame: t3 i (� w a�� '�c�.�+r3 c"r- �Y"t C S State License # Expiration Date: Phone: (,S(- �Q��'�3� Zqg �OC, `� (office) �Sl � Z7o - g6,�3 (cell) Mailing AdGress: �,�,7 E,,�,— -7r� 5� --'C— Cit : �7- p,�}-JL. ZIP� �r;jo j Contact Person: ,�� - �1 r c�L�v 5 Applicant is: Contractor / Homeowner (Circle One} Email and/or Fax: S( - �� Sr- O 6 `j PROPERTY OWNER INFORMATIOt� Name: � lr � Kc_'1(� '�� :�� Phone (daY): �� 'Z — � L3 -Cv� r32 �f�3 . �G°-{-? 4( �- Address: L�p �� r�o�,� Cit : O��c7 ZIP: �,�3�0� Email and/or Fax a S er�n e� q r^a�o > �-� vt-� � - ARCHITECT/ ENGINEER INFORMATION: Name: �((�w Qp/, Phone (day): Address CitV: ZIP: Email and/or Fax: PROJECT INFORMATION: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply ❑ New Construction ['�Single Family with Residence �Addition attached garage arag�/Accessory Bldg. (�Public Sewer Accessory Building ❑ Single Family with ❑ ec ❑ Relocation detached garage ❑ Office/Commercial ❑ Other: (specify) ❑ Multi le Famil /Condo ❑ Private Sewer p y ❑ Warehouse ❑ Public ❑ Storage ❑ Public Water ""Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review 8� 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) $ -��,,�;�;�`� - 20 - STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction i a. Length (ft.)= l{ �' o � 7� Number of bedrooms= � C{ iQ�QQ� Wood/Frame � b. Width (ft.)= Z� Number of gar�e stalls: ❑ Metalnry ��rfp� Attached = ❑ Pole Bidg. Areas in square feet t_� ^ Detached = ❑ ICF ,! ❑ On-site Prefab c. Basement= 4�7 ��2t �B = )`}�{ 0 ❑ Off-site Prefab d. 1 St Story = 2 ;` �p s� ❑ Other(please specify): e. Z�d StOf)/= 7 T% Z. 'f� e � � � � �� f. '/ Story = --- ' . g. Total Area= ��(o � � � = 5�"(G� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclos d A plicable ❑ Permit A fication ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form 3 ❑ Sunre meetin all re uirements � ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculafion s � Se tic S stem Site Evaluation Re ort � ❑ Access Permit � �' Wetland Buffer Im rovement Plan � ❑ En ineered Plans for Retainin Walls 4 feet or above � ❑ Plan Review Fee � � � ❑ Other � �---- APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all informafion required or requested by the Building Department; � • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; I i • Certifies that the information suppfied is true and correct to the best of his/her knowledge. The applicant recognizes that they � are solely responsible for submitfing a complete appfication 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; • 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 pubfic 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 appfication may_not be issued. ApplicanYs Signature: � Date: �� o� -21 - DATE TIME CITY OF ORONO CALLED IN �,�� T INSPECTION NOTICE SCHEDULED �U: v�11 PERMIT NO. c�.�;C��-I ��'1�IClI COMPLETED � ADDRESS �� ' � I� ,� l ti��'�~�'� � OWNER CONTR. �l�S C1 rtiti-��g,�„n` TELEPHONE NO. l c ( � �' �lP� ��t�� f �/` � DESCRIPTION ��OC��( J� �.�� / J�-� � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE Q ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 4 o �...- � (J� S/ -�-t I�1,�1 � � ►�r��ll/l;' -f- �3 f1 Cr I� S/� +� � O � W � Q � Z w � W � � � �VORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING 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 the next inspection 24 hours in advance. �952� Z49-46�� Owner/Contractor on si e: Inspector. �r �� White Copylinspector's File Canary Copy/Site Notice � � C� Q� D T TIME �/ CITY OF VI'SONO CALLED IN V � INSPECTION NOTICE SCHEDULED � � PERMIT NO. d '�� /COMPLETED ADDRESS ` ��' OWNER Q-�---TE PHONE d� D CONTRACTOR . >; DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y �FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLU ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � WNERICONTRACTOR TO ET YOU:�YES_NO � COMMENTS: � W � � � O a � O � W � Q � Z W � W � j d W� ►�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W C�ORRECT WORK&PROCEED '� ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-460� Owner/Contractor on site: Inspector. ( x_ �f2_ c White Copylinspector's File Canary CopylSite Notice � p D9�E TIME � CITY OF ORONO cA�L�o�N r- / INSPECTION OTI E / SCHEDULED 9_7-/� a "" PERMIT NO. DO�'�O � I COMPLETED ADDRESS �d 9 p ��'�DCY � OWNER TELEPHONE N0.�5Z �d7 7�� CONTRACTOR >; DESCRIPTION ��95�'`��n� lt� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y O ❑ FRAM�NG ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU:_YES_NO � COMMENTS: � W � � � �� Cc� �5 � �, � 0 � � � v /� �1Z� R�c'�C w � Q � z W � W � � GW�WORK SATISFACTORY:PROCEED ❑.PROJECT COMPLETE � ❑CORRECT WORK&PROCEED !-I ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice , , �_ _ . _ _ _ _ _ _ _ _ _ _ , � �� ° DATE TIME y ; CITY OF ORONO �ALLED IN � INSPECTION NOTICE SCHEDULED � •-' � • '� ' PERMIT NO. � `� COMPLETED ; ADDRESS . _ _- - _,. 4 OWNER CONTR. ,.- . ..�:' �^ :�,,--.;: . ,_ � � ,_ __. . _ -- i TELEPHONE N0. ' - r '`' �'ti � ? i , ' I � DESCRIPTION _ � _- _ , — � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS � y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL � Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION i � ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS �'� � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPL4INT � Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ' i = ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL � ❑ PLUMBING FINAL � FOUNDATION/REMOVAL J ' i � OWNERICONTRACTOR TO MEET YOU:_YES_NO � � � COMMENTS: i W ' i � �� ' � .�"{ L � -- ,� i � , .___� � � � .i= ,-. . .i-- f Q f � I W ! � f Q F � � W � � W L i � � � F GW .L`-}1NORK SATISFACTORY:PROCEED � PROJECT COMPLETE I � � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY t W � O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ' � .V BEFORE COVERING PERMANENT ' k ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. I INSPECTOR WILL RETURN � PHOTO TAKEN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ' � � G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. I i : ` Cali for the next inspection 24 hours in advance. �952� 249-46QQ t OwnerlContractor on site: , � � � Inspector. - _: ` White Copyllnspector's File Canary CopylSite Notice t � �.S/ 7�",�"' S lJ R�E'� �f��2: A/� �'�n�'e �S'eru - . , q^ � �D �.� �qIr �oe� .P�_ ` � � Cit�► of Orono / `�� ' I� � � �� / �1��Gcl D pp� L-,��° �J7 . Planning&Zona�g Pt�Rev' O = � c,°� \.� t 17C j''t'Q�,I�Q,' �C/9j1�'jd�r1 �0. S �Date: C � ' Q`�� °� , � 2 / ��'� �O� {!, �r � b � �y�S'�• R�� PROVED • ,�� I i l !-Ev� � q O ROVED VN1TH REViSIONS see notes � �i �� /. .� ��'�'� ` � DE IE' � ) , •�/�'G'1��'t ��l�r!J � ; —t, �'� � / ` i � �� °�� c,�..., / � ~ l`•,/� �`� r � ' � ° � � � � �� ti�,��+ l5g� �� Z�\ � i �� '� � � '� ,�g�o.� �� t � i � ` Pr � ,� � ; � � °+ �`��i� ` �,�a/'`� � � !1� �, � �1 ri� � P �-�d � '' ` �,��,� `� � Z'�n�,�`'� � ,� �� ,��. 1 �O` �} , � % �� 9-� � `�� fl � � � / / � � �r�{�� ''� °o �, � �� / �{ 1 �h� ��' �,t�� • � b '�?,o .�� ' � � � !�+ ' � g''� - _ � q� � �3 r,� � o,� titi s�L o 'j` °� 5�r ` � � -�' ,�� /� k�" � �+� 51� t• ` Yr'e� 'a�`' � �►' " ,�t � '1 ' '� q ..� ( 0. 1 � 1'' �• ��tN�a �� / • �� `�� ! � � � t � R,,�►�, � ' u t. °' q3�X� � ��. 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Ahrens . . � , MN R�q_ No. 19162 SCG.$'ot�t'ic/ .�-!� �'�DD � �l � ; � .� � S��1 a�l ;`� � _- �� . t �Voigt & Associates, Inc. ' STRUCTURAL ENGINF.F.RING SERVICES 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. {651) 686-8444 August 31, 2009 Mr_ Al Seran 4099 Highwood Road Maund, MN 55364 Dear Mr. Seran, At your nequest we have reviewed the following items on the drawings that you have �pplied to us for your addition located in Orono, MN. Tall CMU wall shown on section S 1—Assumed lateral earth pressvre of 45 pcf We have marked up a partial section of S1 and have attached it as SK1. SK1 shows requirai wall reinforcement and bracing at the floor levels. New walUfootin�connection to existing walUfooting Attached is SK2 showing typical connections. The information and opimons contained her�ein ar+e based upon the limited imestigatian described at the beginning of this report. No w�urar�ties are e�ressed or implied regarding the e�stence of other tmknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transfemed to individuals ather than the addressce. Should information or conditions become known which differ from the discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questians. Sincerely, L�-�� i��'�J/ A1 Malecha, PE � � � � V Paul W. Voigt, PE Enclosures: SK1, SK2 a��p t,hat thiA �i, epeo��„�fl. �� euPerviepion a��°Y'�'r4Y ��e�innal Ftn�Yn�,� 8tate of �C. � . J . ^�� G+ ( , ''.�..r�...0 �'�` Re8• No. !3� If CONC. SLAB � � � ii ' � !� �j � �- � � � � S u�� .5 @ YL'��- c.�...rre.,i I' � S" SPANCRETE T� � � ; l.-� tNktl � G•�c../�-c'.M N �vu� RE f✓�si�/f�(.� E/�i�F�, ' � ' � : � I jF ' .—� � ; I zx ,—�ls �/ •gr �-.� � �s�.rs � ; �OCK N r �� !� �� rd n w.�o ��. , �LOCK :;� � � ��ND BEAM , v�,�o aE�,�._ ..� cz�� .�-r. �,�,�} i � 5 BLOCK � . , � � o��c.� � �a�� ,� �� (LEf.�� c�c.��7� s�LS � � I ' Vf/V� ` Z�-4" ` ; � , 4" C�NC. SLAB � �� a�,t,�v �,� fr••.s� (2 � T�zs � C„-E.Lr/�o�C� �„f I,.�WF Oti (L,�Atil �r�E S� C= ��ijt tl�� (�,..�tr� . J i ---------- i : � :.� � � �# S ��nt. �ri� t ��'�°�' ; /fT E3,��..�..�r S t�� 2 CUURSES 8x8x 16 BLOCK ' 1 C�URSE 12x8x 1 b B�ND BEAM � Z �� ,. 21 C�URSES 12x8x16 BLOCK � 2 w �M�, �Y� u` f�17. Sf �2fT.f_ ��,� Y C i , `a�r'rrE�. c.�..� s� �/ i ! ' � , 4" CONC(SLAB �' ; ; � � , 24x l�2 FOOTINC� � i . . SF�1�„1 QE s��,.�c� - 4R�.� , �.✓ �-3( a� � I�-= , . , - �.i �-��„X�-I/�p/�I�YM . NEW GNU � W/ I/2" � EXP. 80LT5 SEE �'1-AH 8 a AT 2'-O" O_G. GROUT SOLID GAULK-AND --� WATERPROC�FtNG BY OTHERS �7' f�W TO EXIST_ EXISTING GMU FODTING BELOW, DOYVEL (21 �5 X24" BaRs, 6" i Nro EXISTINC� FODTIN6, NOT SMOIM� r��x t 5-r. G4�l�l�GT I t��l I��T�l L. � �� Voigt & Associates, Inc. SERAN RESIDENCE � ��2 S�'RUCTURAI.ENGINEF�IZING SE'R[�ICF:S' 4635 ]�1ICOLS RD. SLTITE 204 SERAN RESIDF,NCE 2 OF 2 LAGAN, MN 55122 PROJ. #: 2009.118 REVISIONS: PH. (65 l) 686-7727 FAX. (651)68Fr8444 v��BY_ AWM DATE: 8-31-09 � �� -- -- - - ---- - - � , ��---------- � I� '! �-- ----- — CUDH 2612 � � I KO 2'-8 3/8" x 2'-8 7/8" � I � W8 X 28 STEEL BEAM � `' ' I STEP FOOTING PER SITE CONDITIONS � � .i __ _ _ _ _ _ _ _. _ __ _ _ - —s I ~` � .._, . . , :.. __. ._. ; .� : - . , — j i�>/iIX� J"'�� ' , � � _ r . /" . , / � � • .� ° " ._' •_ ._... //% / /%l , /��/ -- I � � _ __.�-_: '�T� -� �ll" i /� j^ . � ,�'. _ . / _�. _... ._.L_ _. . i _ . 'r� .•'. ° �.._d � .._.�.._.: '_" . . _ .' . .,: / __ l � I !, _ __ _- _._ ___-__'. ._. —_ . . . . _._ ._ ._ ._ ._ _ .i � '. '_... .._ .. . � I li I FILL(2)CORES @ BRG ' � I � � � ; � � I , .f' , � � � ; � ,; TOP OP 12" BLOCK �� I � TOP OF 12x4 BLOCK , !; , ELEV 950'-7/8" �� ', � � TOP OF 24x12 FOOTING ELEV 948'-11 5/8" �� ; ) '� , I • � � TOP OF 12" BL�JCK � � � � � TOP OF 24x12 FOOTINC3 �'�, � I ° � ELEV 948'-7 Slg" , � _� ELEV 942'-7 5/8" �� ! f ELEV 952'-4 3/4" �� .`. � � � : . 3'_3" pPENING HEIGH'I' �' -. _--—— --— - —— -, , • �: TOP OF 12" BLOCK-BOND BEAM , : _ _ ., ___.__ _ _ - - ; ' EXISTINr BASEMEN'�' � ELEV 957'-3 5/8' -- � � � , � . � , e • , � . . 9 . . •.- a, . " � • . ' .. ' ' — —__ —.— —— —'——� . . ' i •�. ' '� .,_ �_.. —. .- - — �— I I J �< �l+ r`--'- ----..� _ .__ . . ._. _ll �I I ;- - --- - --- - - --- ---� � TOP OF SLAB O `. •{ � � � TIE BLOCK AND FOOTING Q ' ELEV 948'-11 5/8" .;i I I I i � TO EXISTING W/REBAR . ', , � I � � IN N � ; �t , � . ,(� I .�I `�i ' li I � i , � � '� �!�J;� y a� �. � i � MA'T�,C�H H�IGHTS OF EXISTING S�81 g� !-y8 ��' ' � � S�..p+B A�I�1D FOUNllATION i ; � °'� ', i I •� � � TOP OF 12" BLOCK-BOND BEAM TOP OF SLAB � � � � TOP OF EXIST SLAB � t��.�°_; '� °�' �� I � i � ELEV 942'-5/8 , �; . � ; (1)#5 @4'-0" O.C.REBAR ELEV 957'-3 5/8" I� ' •; ELEV 942'-5/8" t I � I i ' �r� '�I i i � � �i f � TOP OF 24x12 FOOTING �' ' ' '� �� I ' ' ELEV 942'-7 5/8" � I ' I ! • , i � ,�; i � I i � � I� � TIE BLOCK A N D F O O T IN G ' h ; '! �� . I I , . i . ; I I �O EXISTING W/REBAR . �. ��, � ; ; I � I �, , ,. STEP FOOTING PEI2 SITE CONDITIONS '`� ,� �� , I , _ — - - - _ --- - - - - - - - - ------- --- � ' __ __ __ _ - -- - -- - - - - - - - - -- ---- - ------- �� i � � i . - - � _ -- - -- - - -- _�� j�/f�� } � _ �� I; �� . � ____ - - - __ _ _ . '_✓��s ��'�> � - - -- - - --� - -- - ---- ---- --------- . : , . . , .. _ ___ _ .�_ - --- -��--� _ °-- - 'i � -_ �- --i , � , � __ _� ---- - , _ __ _. ____ ; � • , �_ i- - __ _- - — , __ _- -- �_ - _ __ .. . �. �" � � �, � �� ' � TOP OF 12" BLOCK TOP OF 12x4 BLOCK �� I � �} � �''�� ELEV 950'-718" ELEV 948'-11 5/8" j i , ./' � r,,.,,-�--� ' � _. � . =,w� � i _.�; ' TOP OF 24x12 FOOTING 8x8 PIEItS � �; � ELEV 942'-7 Si8" I C�'(�� ..' ��' �',:" _ -_ _ — -�� ' __ _ _ _ z. �y � � sG, ��- 9' S� 22 I�1V `g.l `/ / LOWER FOUNDAT Z�_ p y F� „ CK 1�4��_l�-0" 1�� W� 1'�-� I� r �S 1�` �O Z 12 CONCRETE BLO � _,/J � �Y