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Home My WebLink About2015-00087 - new structure CITY OF ORONO * z 0 1 5 — 0 0 0 s 7 * � 2750 KELLEY PARKWAY DATE ISSUED: 10/14/2015 � ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 769 BRIDGEWATER DR PIN : 33-118-23-12-0088 LEGAL DESC : STONEBAY SEVENTH ADDITION : LOT 1 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RES[DENTIAL CONSTRUCTION TYPE : TOWNHOME ACTIVITY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUATION : $ 350,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECT[ON,SEWER CONNECTION, LAWN IRRIGAT[ON,ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOiJ D�T[ON SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: �i,L� NOTE: PRIOR TO ISSUANCE OF A C—�CATE OF OCCUPANCY AN AS-BUILT SURVEY [S REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVE A TEMPORARY CERT[FICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: �_ APPLICANT PERMIT FEE SCHEDULE 2,684.59 STATE SURCHARGE(VALUATION) 175.00 WOODDALE BUILDERS INC. S.A.C. 2,485.00 6117 BLUE CR DR TOTAL 5,344.59 M[NNETONKA,MN 55343- (952)345-0543 Payment(s) Minnesota State License#: BUIL-BC002926 CHECK 83933 5,344.59 OWNER Stonebrook Development LLC 6117 BLUE CR DR MINNETONKA,MN 55343- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances 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 time after work has commenced. The applicant is responsible for assuring all required inspections are n•_ requested in conformance with the State Building Code.This permit may be ��% revoked at any time for due cause. '— � �, � l '�--L_r��' f�� - � � � � � � � C.�l� �1� Applicant Permitee Signature Date Issued By Signature Date L�N�,� �: �7 � �� — , CITY OF ORONO ��', ��f BUILDING PERMIT APPLICATION ��,� �,1`�01��'l �y t FOR NEW STRUCTURES OR ADDITIONS ��0 MailingAddress: Permit number: �C' � S " �'C s � PO Box 66 Crystal Bay, MN 55323-0066 Date received: 1 - z3 "1 S � � Street Address:� �• -Received by____��_� �� ti�, � 2750 Kelle Parkwa C�� cj-� �c� �� --- ._ . '��( � Y Y � C� Plan review fee: .,�• �' Orono, MN 55356 � � �✓ � `qxFSH�R� _ __ . _. _.--__------ --_ Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us � ( — S� � This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: n Job Site Address: � �j , ,' � C.� , J 7 r�� '�`�`�; ` � •r Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes ❑ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT I MATION: Name: ' [ -� State License# � Q Expiration Date: 3 3 Q Phone: cell - - s" office S - 3 .s'OS 3 Mailing Address: G Cit � ,,,,,..�T'•..2�,o ZIP: SS Contact Person: c/�w•�� T�w s Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: �7'/Gc�,� Q �.' �,,,,o o �..+-/E u,-LD�«� s .Go� PROPERTY OWNER INFORMATION: Name: �ro ,,.,� fja.a,oiC, Dc ✓ . C C C' Phone (day): QS .? � S y�— G S Si 3. Address: (, 7 � Cit : .�w� j.,.,.n'..ZIP: ,s Email and/or Fax � Te v � G Ci l.�ao .� v,�L.s��,u • L'o �-•-- - ARCHITECT/ ENGINEER INFORMATION: Name: "� Phone (day): �. — 3 u - p Address: // Cit : ,;...,....� 7"v...,r.,��P: s s 3 y Email and/or Fax: ^ v Q �� c �.i .G �-�-, , PROJECT INFORMATION: Description of project: 1. Type Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal & Water Supply New Construction ❑ Single Family with Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. Public Sewer ❑Accessory Building 0 Single Family with ❑ Deck ❑ Relocation �ci�he� d qarage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) [� ulti le Famil�/Condo ❑ Warehouse ❑ Public ❑ Storage Public Water **Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ J� Q a Q Q • t � � STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction i a. Length (ft.)= � Number of bedrooms=_� Wood/Frame b. Width (ft.)= �� Number of garage stalls: ❑ Masonry Areas in square feet Attached =� ❑ Metal ❑ Pole Bldg. c. Basement= /_S J 1 Detached = 2 ❑ ICF d. 1 St Story = � 7 y(__ ❑ On-site Prefab e. 2�d Story = ❑ Off-site Prefab f. YZ Story = , ❑ Other(please specify): g.Total Area= �� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclos d A licable ❑ Permit A lication ❑ 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 ❑ Ca'' Se tic S stem Site Evaluation Report ❑ �'' Access Permit ❑ Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: .S� Owner's Signature: Date: I�LAI� REVI�1lV CWECKL6ST FOR �Eln/ S�l2UC�l�RES / /�DDITIO(�S � � �6 t� -6C�0$�1 Ad�ress: t(l� �� . �.$J� Permit No.: �� Descoiption of work: Date Rec'd: __ � ' ' 1,� / Se tic review b J -- p y: � Date Approved: Zoning review by: Date Approved: � �o f Building review by: - �� Date Approved: �`�"� � �'' �� Grading review by: Date Approved: � � �'�� Zoning District: �_ Zoning File#: `� Reso#: `� Reso Date: ' Zoning: Lot Area:�� S AC Width: � ` Lot Coverage: SF �" % y � Survey Submitted: �es ❑ No Date of Survey: � ' °�.� Revised date(?): 1��/e� Proposed Setbacks: Front�a�icef Rear (�� *"�'? ( N S E V1! (�} ��e ( ��e ) Other Buildings Wetland ""5i � � �� g � � e � t � E a o e Defined Height: � Peak Height: FFE:� FFE minus 6 feet= (Existing Contour t Perimeter(linear feet) _ �� 50% _ �� ` -� �� L.F. below grade #of Stories � FOR A BUILDING WITIi A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: � � � � P The distance between the lowest proposed The distance between the top of � START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the �a: the highest point of the roof. roof. If you have a... If you have a... • GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(no (no windows): Subtract hali 4 windows): Subtract half the distance the distance between the €' � � between the highest point of the roof highest point of the roof to to the low point of the corresponding ° SUBTRACTION gable or hipped roof the low point of the corresponding gable or (BASED ON . GABLE OR HIPPED ROOF(with SUBTR,4CTION hipped roof �. ROOF TYPE) windows): Subtract half the distance (BASED ON . GABLE OR HIPPED ROOF between the top of the highest ROOF TYPE) (with windows): Subtract window and the highest point of the half the distance between roof the top of the highest • ALL OTHER ROOF TYPES(flat, window and the highest mansard,etc):No subtraction. point of the roof • ALL OTHER ROOF TYPES Y� SUBTRACTION Subtract the distance between the (flat,mansard,etc):No � (BASED ON basemenUcraw!space floor and the subtraction. EXISTING highest existing grade adjacent to the ADDtTION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing y �d EQUALS Defined building height EXISTING grade adjacent to the foundation. GRADES � EQUALS Defined building height Shoreland District AACWD Permit p�erage Lakeshore Setback B�u� Met? ° Permit Number: �� Yes Q No N/A � Yes No pYes �No � N/A—see attached Setback: � Stormwrater Quality Proposed � Overlay District ��isti�ng Hardco�er ��rdcover Variance Required GUP Required Tier circle one (/o and sf) % and s � q !1 � Yes No � Yes o 1 2 3 Q 4 R 5 � � � 6� Type(s): Type(s): '�.� A �6 Updated: January 2015 z:\forms\plan review checklist 2015.docx REMARKS (in-house): Fees to be Char ed YES NO Permit Plan Review State Surcharge � Investigation Fee � SAC-Number of SAC Uni4s �. Other(specify) �� S uare Foota e $ per Square Foota e Basement X = $ 15� Floor X = $ � 2nd FI00� X = $ Garage X - $ �.g Estimated Construction �lalue: $ �`��, �`"� Orono Inspections R�quired Work Requiring Separate Permits Rec�uired State Permits Q Site Plumbing � Grading/ Filling 0 Well � 5ilt Fence/ Erosion Control � Mechanical 0 Fire Electrical � Hardcover Removal 0 Septic � Water Connection Footing �Fireplace � Sewer Connection ,,� Poured Wall � Masonry � Lawn Irrigation l�Foundation Survey � Mfg. 0 Landscaping � ,�"Foundation Waterproofing 0 Other(specify) �- Radon Rock Bed �" Framing �" Insulation ,��As-Built Survey : �'Final � Other(specify) REMARKS (in-house): [�A, a; � � �� • �Do � �6�"�Z�-I� Other Review: Reviewed by: Date Approved: Access: Existing: � YES � NO New: 0 YES ❑ NO �-; QFFICl/�1L REI�iARKS -TO BE I�O�ED O[�! PERMIT AND INiT1ALLED � � _,� � � �3 G,� Updated: January 2015 z:\forms\plan review checklist 2015.docx � Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the a�plication will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � Completed Application � �� Plan Review Fee Paid �� v � � �� , � 1�� ;L��`� L. ✓� i� Signed Escrow Agreement & Escrow Payment i � Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 i^ Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating � the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: �� Address: ��7 � 9 L�,�i►�z��'�- �,�I�� C��-c: �,��. ,M�1 Permit #: � � c, �_ �L,L, � Ch,ristine Mattson From: Rose Anna Bradford [roseanna.bradford@gmail.com] Sent: Thursday, April 16, 2015 5:27 PM To: Christine Mattson Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review Christine and Mike, This is a follow up to the voice mail message I left this morning regarding the Association approving Wooddale Builder's two plans for a 3 unit and a 2 unit rambler on Bridgewater Drive. The plans were approved with one exception regarding the material to be used on the roof. The Community is requiring Wooddale use GAF Timberline shingles. Steve Schwieters of Wooddale Builders told me on the phone this morning that they will be using that product. The product shown on the plans was a mistake. Thank you for your support of our Community. Rose Anna Bradford 612 2013591 From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Tuesday, April 07, 2015 1:00 PM To: 'roseanna.bradford' Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review Thank you very much. We will talk to you next week. Christine� From: roseanna.bradford [mailto:roseanna.bradford@gmail.com] Sent: Tuesday, April 07, 2015 12:54 PM To: Christine Mattson Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review No it has not. Due to people traveling the meeting is scheduled for next week. Rose Anna Bradford Sent from Samsung Mobile Christine Mattson <CMattson(cr�,ci.orono.mn.us> wrote: Good Morning Rose Anna, i Christine Mattson From: roseanna.bradford [roseanna.bradford@gmail.com] Sent: Tuesday, April 07, 2015 12:54 PM To: Christine Mattson Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review No it has not. Due to people traveling the meeting is scheduled for next week. Rose Anna Bradford Sent from Samsung Mobile Christine Mattson <CMattson(�a,ci.orono.mn.us> wrote: Good Morning Rose Anna, Wooddale Builders has informed us the architectural review is complete and has been approved for the properties addressed 765, 767 and 769 Bridgewater Drive and 761 & 763 Bridgewater Drive. Before we issue the permits,please confirm the HOA has completed and approved the architectural review. "�hank you. Christine Mattson Planning Assistant � �� City of Orono 2750 Kelley Parkway ' Orono ' MN ' S5356 (physical address) Q � � PO Box 66 Cr stal Ba ' MN ' S5323-0066 mailin address � Y Y � S ) � � l� - � `� 952.249.4620 g 952.249.4616 �' cmattson(a�ci.orono.mn.us ' � www.ci.orono.mn.us i New �o��struction Energy Code Compliance Certificate Per•.V I 101.8 Building Cenificate.A buildi�g ce�titicate shall be posted in a pe��nanently visible location inside nate Cert�fic��e Pos�ed the building. The certificatc sl�all be completed by the buildcr and shall list infonnation aod values of components listed in Table N I 101.8. P�QC@ �/OUC Mailing Address uf�he Dwelling or Dwelling Uuit City logo here 769 Bridgewater Drive Orono Name o(Residential Contractor MN I,icense Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No l•an) a� c � y T � � Active(With fan and monometer or _ � >, other svstem monitoring device) �a o — � � a� G G O O. 3 U — O �p � c� ¢ � iC U � ,� � J � � � � � T O vi v� O N � U Insulation Location � .� z � ro c� O ` w � �a o` �U a� - y -o � �c ' - �.�c � — - � L ;,. r�,°, � � rx � Other Nlease Describe 1 Icrc Below Entire Slab X Foundation Wall R-10 X Inside- 1 1/2"Thermax Perimeter of Slab on Grade X Rim Joist(Poundation) R-10 X Spfay Foam Rim JoisY(Is'Floor+) )( Wall R-19 X Ceiling,flat R-44 X Ceiling,vaulted R-44 X Bay Windows or cantilevered areas R-38 X AISo 3/4" FOam belOw Bonus room ovcr garagc X Describe other insulated areas Windows& Doors Heating or Cooling Ducfs Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefticient(SHGC): 0.38 R-value=R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Applianees Heating System Domestic Water Healer Cooling Systcm X Not required per mech.code Fuel Type Natural Gas Electric Electric Pass�� htanufacturcr Rhe2171 Rh22111 Rhe2171 Powered Interlocked with exhaust device. �lodel R92PA0701317MSA $2V5�-2 13AJN30A01 Describe: Input in 7Q,QQQ Capacity i❑ so Otttpu�in 2.5 Other,desctibe: Rating or Sizc BTUS: Gallons: �Cons Heat Loss: j 1,42'7 Heat 26,305 Location of duct or system: Structure's Calculated Gai❑: A�UE:or 92 SGER: 13 HSPP% Calculated 27,400 Efficicncv cooling load� Cfm's "round duct OR Mechanical Ventilafion System "mctal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Seleet Type Passivc Heat Recover Ventilator(HRV) Capacity in cfins: Low: High: Other,describe: Energy Recovcr Ventilator(ERV)Capacity in efms Low: High: I.ocation of duct or system: X Continuous exhausting fan(s)ratcd capacity in efms: 130 cfm 2 speed Location of fan(s),describe: Bathroom Cfm's Capacity continuous ventilation rate in cfms: 65 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 130 "metal duct Created by BAM version 052009 01 I21 l2015 09:56 Riccar Heating �A]()763 75A 0132 P.014lQ15 Page 1 Resldentlal Heat Loss and Heat Gain Calculation t/2112095 In accordance with ACCA Manual J Report Prepared By: Riccar Heatin� &Air Condltloning For: Wooddale Stonebay Hogan 769 Bridgewater Dr. rlght end unit Orono, MN Deslgn Condltion�: Minneapolis/St. Paul Indoor: Outdoor; Summer temperature: 75 Summer temperature: 88 Winter#emperature: 70 Winter temperature: -7 5 RelaUve humidlty: 55 Summer grains of rnaistura: 98 Daily temperature range:Medlum Buflding Component 3enslble Latent Tatal Tot�l Galn Gain Heat Galn Heat Los� (BTUH) (BTUH) (g7UH) {BTUH) Whale House 3,492 sq.ft. 23,267 8,038 26,306 51,427 Basement --- _ 5,893 667 6,5B0 21,�F20 . ..._..-------- ----___.._.. ---- ._.__.. Al R ms 1,746 sq.ft_ 5 893 667 6,560 21,420 .....WI..,OO,,..,....,....__...-_ � _....._.__...._.,�....._.... - __....,_- nflltratlon 519 667 1,986 5,0$6 --�--- ---------�--- .. -- Floqr 1,7�4� sq.ft. _--- --- . - 0 0 0 3,562 W Wa l l, ---. _ . ......_. - - - ----------------........... ..... .....___.----- zso.a sq.ft. 230 0 a3o 1,177 Win _...,.,..._,.,,.,._._.._. - --_..---- ..,�,..,...,..._....---._...-_ ____,.,__ dow 48.8 sq.ft. 859----- 0 859 1,497 ----___...._._ --. ... __.._ Window(2) 28.7 sq.ft. 1,871 0 1,671 $19 - ----�-�-------- . __.._._.__ _------- --�-----�--�----------.._ ._..._. __ .._------ Glassdoor _ 54.7 sq.ft. 963 0 9B3 1,878 ----.___ ----- - ..,:.____.._-.._. __._...._.._. S Wall 514_5 sq.ft. . ..512 .__.___ a 512 2,624 -- - _...._.. -- _...__. ... E Wall BelowGr 399 sq.f�. 0 0 0 1 458 ------�- ... ...-�--- -�--- ----�----------. _.. ._ ._.__ ----�--- N Wall BelowGr 7B8 sq.ft. 0 0 0 728 .._.._... . ---- - ...---_..-__. ...._------ - - ................ N Wall _ 236.7 Sq.ft..----.._.-- .._. ........----�-2��--- � �36 1,207 - -- _..._,.,,.,...---- Window 18.7 sq.ft. 329 0 329 574 - _. .._ _ . _. _....--------�--------- ------- ._._... _. _ _ . ...------------�-- W�ndow(2). _._._7B.3 sq.ft. 287 0 287 500 _ ._ _ - ------........_ ........................---- --- _. ..._._ ndow(3) 16_3 sq.ft. 2$7 0 2$7 50D -------„__..,.,,._,.,�..,,...,....�..------ - ---�-,..,,.,,.,,..... First Floor 17,371 2,367 19,738 29,979 ---- ----._ ._ ._. ------ ---------- ----- . ......----- All Rooms 1,74B sq.ft. 17 371 2,387 '[9,738 29,g79 , .. .._ - _ ._ _.. --------- ' --........ . . ........ . ---.....- ----.__.._._,._.. Inffltration ----- ' 94$ 1,217 2,165 9,287 . . .,.--------- - - --._.----..._._„_, People _ _ 5 1,5Q0 1,150 2,650 p - _ _._ ------..._...__. --- ---------_.__ . ...... .. .. _. .. ____._...�. Miscsllaneous 1,200 0 1,2a0 p .__..... _.-----.__.._.- --------.__..._......... _..._...,_,._.--------------------- ,.,,,,, oor 1,746 sq.ft. 0 0 p p ---- --..-----�----.... _,._.�._.---.......- ---�- -�---..__.....__..._.._ .. _. W Wall 155.& sq.ft. 155 0 155 793 01121 l2015 09:56 Riccar Heating �AX}763 754 0132 P.0151015 , Pa9e 2 WooddaIe Stonebay liogan 1/21/2015 Building Component Senslble Latent ToEal T�tal Galn Gain Heat Galn Heat I.ass (�TUH) (gTUH) (BTUH) (B7UH) Windaw 14 sq.ft, 876 0 87$ 430 -..--� -�--- -----_...............__....--�-----.. __ Window(2) 52 sq_ft. 3,255 0 3,255 1 596 -----� .�,.,_ ..,........_. _---• � — - --...,.,. ..,,__.-- Window(3) ..42:5 sq.ft. --.------. 2,660 __.. _.---_d. 2,660 1,304 __......... . ..---------_-.__ Wlndow(4) 14 Sq.ft. 876 0 876 430 — - -_.............. _..._..--------- Glassdaor 84 sq.ft. 1,126 0 1 128 1,984 --------,._,,.,_..,._..._.,..,_�..._,..�."__._. ----._��...,.._.,,,.....--..-- S Wail 432 Sq.ft. 430 _ _ 0 430 2,203 ----------- ------ . _ _.. ------------------ . _._ E Wafl _ 24$ sq.ft. _. __ 247 �...,.._..�.-----� 0 247 1,265 --- - .,..... Window e sq.ft. 141 p �41 2q,5 - -------------- __ ,..:4....------ _ Window(2} ._... .. ...� 42 sq.ft. ---- 739-_._._.__... Q - --.__.._.. �.,...---------- - . �9 9,289 _..._._....---- - - --- Doar 20 sq.ft. 196 Q 196 1,OQ3 - ------_.,_,......_�_....... -- ----_.,_- Door{2) ._ _24 sq.ft. 235 0 235 1 204 ----......_....... -------- --._....._..._........ � ..........---- - ._ N Wall 379_6 SC�.f�. 378 0 378 1,936 ------------------ ----------�----- _ ..............._�- -------_. .. .---- Windaw 10.9 sq.ft. 192 0 192 334 - - -.-�-----�--.,......_......_..____ ---- -_....----... Window{2) _..13.5 sq.ft. 23$ 0 238 414 _.... _—...-- __--._........... .... : ....------ Wlndow(3) 28 sq-ft_--------- 493 0 493 g�9 _._._._..-------�----- _.__._..._. . . .... __.......---....._.. ----._.._-.._._...__._ Ceiling 1,746 sq.ft. 1,488----_., ---.---�---- 1,486 3,413 Whoie House 3,492 sq.ft. 23,267 3,036 28,305 57,427 ��,T7�r�� .o� X 3�9z� d-'�3 x lc��d�1 s� ��p HVAC-Calc Residential 4.4 by HVAC Computer Systems Ltd. 888 738-1901 Lwid o�ulMlons aro wtlmata�onlY,actual foada may very due to weefher end conettu�.yton ARaronoss, �015 Standardized Cong�ete Foundation Drawin�s 3GOPE OF YyORK: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation,flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2015. The drawings are to only be used by the contractor noted below or his authorized sub-contractorslclients. These drawings are to be provided to the building inspection department as part of the permit package. i�LQEl� S1 -Scope, Index,and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detail �AIE6lAL� Reinforcing 3teel:Grade 40(40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 4000 psi for walls Minimum 28 day compressive strength of 500d psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Beckflll Soil: Sand-30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psflft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certlfy that this plan,specification,or 81TE ADDRESS: report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state Street: of Minnesota. City: G9— �� State: MN Zfp: CrBig Oswell,PE(MN#42341) 1/24J20'15 Osw�ll En�ln�eriny a�d Conwitlnp,L.I.C. 1901 E Hsn�epfn Aw,�201 .;•�` .�:.r"':% . Project Name: 2015 Standardized Concrete Foundation Drawings Mf��aapolls,MN 66413 ;� � Description: Scope of Work,Index,a�d Certification Phw�r 812-720-�834 .:•� •i Project# 14.100 Fauc:812-��298d '• .'' Client Name: Manor Concrete Construction, Inc. www.oswdi�c.00m _ - - - ' • Client Add�ess: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 �`�'` '` .c:=�. ' QENERAL ON TEg: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. 6. Allowable bar placement tolerance is 1l2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. Sill plates are not to overhang face of wall without further review. 9. Anchor boits 112"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10. Anchor bolts may be substituted with 1l2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. COLO WEATHER(3UIDELINE3: The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. 6. Preheating of rebar is not required,however it is to be free of frost,snow,and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. �swall ErpinNrinp and ConsulUny,I.L.C. 1801 E H�nnapin Ave�*201 -.. ,` r-'-� :► . Project Name: 2015 Standardized Concrete Foundation Drawings Mfnn�apofls.MN 66413 , �K Description: General No#es phonr 8�2"�20-4839 " � ... .� Project# 14.100 Fax:e�Z'888'29d6 ',' + f.y �. Client Name: Manor Concrete Constructiont Inc. w�•��•� -.: . �` .r�, ' Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S2 of S6 ,.�' :" �`;t :� 1 l24/2015 .. . Adjacent steps a�e to be placed no closer to either side of the beam section than twice 6'-0"maximum ste the height of the largest step (beam sectionj Optional control joint each end of beam section by others (2)bundted it4 horizontai bars � � top&hottom w!3"min � , clearance extended at least I Maximum applied I 24"minimum beyond each end � � � of beam section(bar length= �actual load=4000 plf� s step height+4') � unfform or 12,000 , .r j pound concentrated � N 6"minimum thick cast-in-place ; � concrete foundation wall � � � HIOH FOOTINO I •------- i i i i i i � High footing should be placed �i� at 1-ta1 (45 deg�ee)line,if LOW fOOTINQ � high footing is closer to step i � than this line,place beam section rebar as if it was at this line as shown FOOTING STEP DETAIL Oswall EnpinNrM�p and Co�witi�p.L.LC. 1901 E HennepM Ave,�201 ,1;-` �=.r'':� . Project Name: 2015 Standardized Concrete Foundation Drawings Minn�apolb.MN 55�18 ;` Description: Step Footing Detail(NOT TO SCALE) Phonr.812-720�4639 ,��; `-� Project# 14.100 Fax:612-Sed-29e8 ' `� Client Name: Manor Concrete Construction,Inc. www.o�wNl�o.aom ' Client Address: 1�225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 ��.'�: � :'-��'• ` 1124/2015 Wall framing by others Sill plate by others w/112" diameter anchor bolts wl 7" � minimum embed&standard washers @ 72"o.c.max or Optional slab ledge,maximurr� equivalent metal strap anchors stem height is 12"w/width to �"�� match sill plate Grade to be at least 6"below top of wall (1)#4 continuous horizontal bar w/in 18"of top of wall — 6"minimum thick cast-in-place concrete wall l i #4 x 2'-0"long dowels @ 72"o.c. = max w/5"minimum embed _�.--- Unreinforced concrete strip � footing per Code by others, provide frost p�otection per Code as required ALKOI�T/ S�B-ON-�RADE FRO$T WALL OETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall Osvwll Enpine�►in�and ConsuRing,L.LC. 1901 E ti�nn�pin Ave,*201 �.�"'� . j, Project Name: 2015 Standardized Concrete Foundation Drawings MlnMepolb,MN lfb41S � � Description: Frost Wall Detail(NOT TO SCALE) Phon�:812-720-4839 Project# 14.100 Feut:812-SA8-2988 � .` .� Client Name: Manor Concrete Construction,Inc. www.osw��l�c.com Client Address: 11225 90th Ave N Ma le Grove,MN 55369 Page S4 of S6 '�'�'`� .�.=�. . �r2a�2o�s Wall framing by others Sill plate by others wl 1/2" ._-�" diameter anchor bolts wl 7" minimum embed&standard washers @ 72"o.c.max or ��' equivalent metal strap anchors Grade to be at least 6"below top of wall — (1)#4 continuous horizontal bar wlin 18"of top of wall � 6"minimum thick cast-in-place = concrete wall � #4 x 2'-0"long centered dowels w/5"minimum embed wet set or epoxy grouted in Footing elevation may vary below place slab,provide frost protection per �'wall��acir�: Code 36"o.c.max for sand,30"o.c. 8"thick x'16"wide minimum max for SC,&24"o.c.max for unreinforced concrete strip clay footing, larger footing width may 8�+waM;�c�. be required for specific soil 48"o.c.max for sand,42"o.c. bearing conditions to be max for SC,&36"o.c.max for determined per Code by others clay L�OKOUT WAL� DETAIL Osw�N EngiMsring and Consultlnp.L.L.C. 1901 E Hennapin Atts.�201 �.�:+�C - =:�":r.. ProjeCt Name: 2015 Standardized Concrete Foundation Drawings Mir�eapolb,MN'�b41S ,r,, �� Description: Lookout Wall Detail(NOT TO SCALE) P1wn�:812-720-4839 ,�� " ,,, ,,. . Project# 14.100 Fax:812-088-2988 �� ' Client Name: Manor Concrete Construction,Inc. �w•�w��•� '� '. _--- ,• • ' Client Address: �1225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 •��' '� .�•'l. 112412015 • �. //Wood floor&wall framing by others Connection of floor members to sill plate to be per Code by others 2x6 minimum sill plate wl 1/2"diameter anchor bolts w!7"minimum embed&2" wide x 1/8"thick square or round countersunk washers or alternative --�• anchor(Anchor bolt clearance between edge of both wall and sill plate is to be �2.5")(see table below for spacing) Grade to be at least 6"below top of wall Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6"thick&no more than 16"high _Continuous#4 horizontal bars,provide � �% � � at least(2)@ 8'-0"clear,(3)@ 8'-S" � clear,&(4)@ 9'-8"clear,At contractor's � option: The lowest wall horizontal bar � may be omitted if{2)#4 continuous V horizontal bars are placed in the footing ``� Cast-in-place concrete foundation wall w/#6 or equivalent vertical bars placed 1.5"from inside face,see table below for spacing — #4 x 2'-0"long dowels @ 72"o.c.max w/ 5"minimum embed Unreinforced concrete strip footing per Code by others,elevation below slab may vary as required 6A3EMENT WALL QETAIL Clear Hei ht and 3oil T e Wall 8'or Lass 8'-8" 9-8" Thicknesa 8�nd C Clay 3and SC Cla sand 8C la Vertical Rebar 3 acin 8" NA NA NA NA NA 40" NA 36" 28" 10" NA NA NA NA NA NA NA NA 36" 12" NA NA NA NA NA NA NA NA NA 3ill Anchor 3 acin Bolts 72•• �2�� 48�� 2" 60,• 36•• �2„ 3g�� 24�� Oawell Enginaeryng and Conaulting,L.LC. 1901 E Hennepin Ave,�201 •�� `':%. Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �� Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 �� `� �� iti'i Project# 14.100 Fax:812-88&2988 `i ' Client Name: Manor Concrete Construction,Inc. www.oswellec.com �• �"'�` : Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S6 of S6 j,.�'i`� ';e 1l24/2015 Check Req uest Form OODDALE BUILDERS, INC. Date: October 12, 2015 When Needed: October 12, 2o i s Check Payable To: City of Orono Amount: $16,033.77 Purpose of Check Permits for: 765, 767 and 769 Bridgewater $5,344.59 each address Check # 83933 Job Address/Description: Supervisors Approval: For Accounting Purposes Only WUODDALE BUILDERS, INC. , 83933 10-12-15 20151012 P rmits 765-767-769 16033 . 77 16033 . 77 �Oq�� . City of Orono 10-12-15 83933 16033 . 77 16033 . 77 �______._-----------_.__..�_; CENTRALBANK �`� ��'�=� 6640 SHADY OAK ROAD p r)�� "� EDEN PRAIRIE,MN 55344 C)J 6117 Blue Circle Drive, Suite 101 � WOODDALE Minnetonka,MN 55343 75-511/919 . B " � ` ° E R 5 (g52)345-0543-(952)345-0544 x' � � � 0 N � � PaY� ***********************Sixteen thousand thirty-three dollars and 77 cents � D C DATE CHECK NO. AMOUNT � PAY October 12, 2015 83933 $*****16, 033 . 77 � TO THE ORDER CltY Of Orono � OF PO Box 66 m Crystal Bay, MN 55323-0066 Lot 1 ,2, & 3, Block 1 , STONEBAY SEVENTH ADDITION according to the recorded plat thereof Hennepin County, Minnesota ' � Address: 765, 767, & 769 Bridgewater Drive, Orono, Minnesota aRON �.OPY I i Hous Model: N�A F�levation: N/A i p'L' ,p�,5� Ory6� � � � � 60 ,0,6��9 X / I I I Sg� _._--- �. �• 6 p ,.., � ... ._� � 1�'L. � •��{0� l.. . / I '\ X �� / X , 13 �I ••� /p O\ Ory6 6'I X 10,9 ry �- ,�,�. �� I� 6 9 5 ��.r�� I� � �(\ 1�65 , � M� �6a /�� \ •�• �J �,}� � � v i�a� � �� .-' ` ,oti�� Scale: 1' — • X O �' � � � \.� /�i osed \\ ,AO O > lJ' 'I� /�� • � � \ p OQ O� \ � ,�, o/�,1X/�+'� �, x ' C/ P�`Je� � \ � �� (/ � ark:drant / 1 ^I /• �p1�6 N O� �p'8 a' � � f� � �.� I-7` �'^ . �� ✓ 0 6 . _ (�K G , ' f� O y � O�� ,Ory6�• � � �� v�,A � / SV ,/,� . �� ,� �1 Z.I 12 � �� ,�ry6'�• 7� � N O Q 1•• ' S X �0�6� �•••�••O X �� ^ �� R� 6 ��'L6$ � �� 1��6 �0��9�•�•�O�'O �k�' � � � Q `,J Z �# / � �N � �� 50 °9 10��o O� �. �•� �� ] 'O `\�� \ 0�'�a Z � 1 � � ` � , � , � �� ;''� ,��o, ��o � �� \ � �o ` '�� , � ° I �� ° W N o �5�''. �.\ �� el '� �' °� \ �02`��°"\�� 6 X � � � i oo � �• � �� t � � �� ti j � � � ;!� � o00 � "� ,ory, X 2� ° �, �oo �J � 4 N � O ' � , � � ° ' 2x p�• ° ,, o � , a� \ p0 � 's� � �� Zo ,o; � � �. � , , 9 ° '. ; � � I X �� , � �, � � ��, ,�ry�� '� �. � ,,� � , X a o r; , �,I , �$ �� I � � � 10�6`' `°��' �0 i �i�� \ �1°��6 \ �'� �� 7 �So i �J �'� 33 � 30.30 �tr� � . �� -0 1 X o tptnh •� � �� - °'�` � a � ��`�o � ��, ,oti�a. �} � �\ � � oti�� s 6�� W CT�� c� v' I v' C� � �\,\ \ 0� �.. �I�O O oo �O •� � pJ oe9��\� Q� �o ` ` 2 6 o ti�� : �` O ry�9:• Wetiand setback --� '•�0,6 `\X `•� � o0 1 a' �p � ,�� ,o \ '�0�8�1 ,��,��°'�\� �6' z .�x X r7 10,6 A \ ' s��``\ �`pb I �O ` `�1��"$A ✓ �,�� W 2 � 6 '`� 2� 5l �� pc� , \,\••�.�� 6 QO�� \ � �n `' ry�� a X \ ,��L9�5ed j � v . •�. � p \ y�rp � �`�.9,j Q�op°�,No`� ,o,y�°'�� \ �"• � 1 x pr N CP � • �oQ o n 6 �oti�� .�o\ `� � 6��`� �oti�J � �� 1 ' � � -O �i1` � J \ �' .c�O p � 3 � C� oo � _� �,• ;o-, .,. \. :•.�.G N,1 ,9 � rn �L 7� ��•� � `� —' I �� oo � •o a' \ \ � ��• p ,. X � � �O ��fO 6� / s ,p7-'I' � .,�fl. �0�"� �c� 2�� I I � �, � I e. �t . � � 2�6 �ry�5 .� � � � . . X . ; ; �, , , ,�.� � . .,� ��, � ��.. �� s � � o � , . .� �65X�O,�, � \• J � m v'�' 0 � • •,02�� • ss . �o W �\. � � �� Ix�� X \ � o,�� S 'w ��•• `� o� � oti 6 � 6 ` ,\ ,o. o o ` � g ,. �, �,�,1� � �:. ,��o,, .00 � � � ,�0 X 1�,��`� ` ��`g�`�•�� pX �0\ \ \O O2a'••• •O�• / `-ry�9 \ WETLAND !y , _,, o N �,'I �, ` --� —� � � o �a \ �\ ``'a :�� o `\\ 6� \ •• .. \\� \ / , Edge of wetland -- ,0�6 6x � : � ��c, r'J''� �o ,--� . \ . x X �o�`�� \_ '� �cS � ''�\ \ ��' ,'—�� \ 1o,6n \ _��: y� •�`' , �� \,,—'��/ 1 \ �o ��' :°2� ••61°�6 ��-�-�� ea �� `�p2g 5�,,-''"��/�� RONO COPY R `� � • S �oa`6 PrOP°se ��,� \� ��° \ �; Nou � �' ,LpO � • 6 X�� \\ �� S � �b � �p2�' f� � � � R� � Denotes conservation post �` X o�� ` `\ X 000.00 Denotes existing elevation �` p�61 , \ \ /" � ( 000.00 ) Denotes proposed elevation Construction Notes: ` \ �\ �•� ' p �� Denotes drainage flow direction 1. Install rock construction entrance. •� 9x � � 2. Install silt fence as needed for �•� �0�9 •o �� Denotes spike 2rO510f1 control. • � ✓ \ ••••••••• Denotes erosion control \ 3. Sldewalks shall drain away from ' A x �t `� � Denotes proposed rock construction entrance house a minimum of 1.0%. ,o'` �\ 4. Contractor must verify driveway - �� desi n. 5 X � Lowest allowable floor elevation : 1021.5 9 ,e 5. Contractor must verify service ;x �65 House elevations (Proposed� � As-built elevation prior to construction. �0�6 �0 6. Add or remove foundation ledge as Lowest Floor Elevation :(1021.5� � required. Top Of Foundation Elev. :(1030.2) / General Notes: �ot area #1 = 5533 SF ;��OZ9.�J� � House area = 2a22 sF Garage Slab Elev. � Door 1. Grading plan by Landform last dated 4/17/07 was Poroh area = 261 sF used to determine proposed elevations shown herein. Sidewalk area = i2 sF Driveway area = 476 SF 2. This survey does not purport to show improvements Total Impervious Area = 3171 sF We hereby certify to Wooddale Builders that this survey, plan or encroachments, except as shown, as surveyed by Impervlous Coverage = 57.3Y or report was prepared by me or under my direct supervision me or under my direct supervision. �ot area #2 = 4570 SF and that I am a duly licensed Land Surveyor under the laws 3. Proposed building dimensions shown are for House area = 2274 SF of the State of Minnesota, dated 01 20 15. horizontal location of structures on the lot only. Porcn area = 2ss sF � � Sidewalk area = 96 SF Contact builder prior to construction for approved Driveway area = 262 sF construction PI4f1S. Total Impervious Area = 2928 SF Signed: Pioneer Engineering, P.A. 4. No specific soils investigation has been performed Impervious Coverage = 64.1x � on this lot by the surveyor. The suitability of soils to �ot area #3 = 6012 SF support the specific house proposed is not the House area = 24z2 SF BY: res onsibilit of the surve or. Porch area = 261 sF P Y Y Sidewalk area = 6 SF Peter J. Hawkinson, Professional Land Surveyor 5. This certificate does not purport to show easements Driveway area = 32a sF Minnesota License No. 42299 other than those shown on the recorded Plat. Total Impervious Area = 3017 SF email- hawkinson� ioneeren com 6. Bearings shown are based on an assumed datum. Impervious Coverage = 50.27 P P 9• Rcvisinns: PI�NEER , ,�_��_�;��;",�":��"�"�� Certi�icate of Survey for: � ?.)1-23-15 Add Silt I�cncc engineer�ng Wooddale Builders CIVIL FNGISF.I'RS LAND PLANNERS LAND SURVF.YORS LANDSCAPE ARCIIITGCIS �� Ph. :(65 I)681-1914 6109 Blue Circle Dr#2000 �j 2422 Enteiprise Drive Fax:(651)681-9488 Projcct#: 11501200� Minnetonka,MN 55343 �01� Mendota Neights,MN 55120 www.pioncereng.com r'oldcr#: 7761 Drawn bv: MN Phone:(952)345-0543/Fax:(952)345-0544 n�(112 Pinn�,rr Fnuinr-Fr-inn �(a 9 �r`d�o�-wa-k✓ hr� -I�Zo�- Oao$7