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Home My WebLink About2015-00093 - new home CITY OF ORONO * 2 0 1 5 - 0 0 0 9 3 * � 2750 KELLEY PARKWAY DATE ISSUED: 10/14/2015 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 767 BRIDGEWATER DR PIN : 33-118-23-12-0089 LEGAL DESC : STONEBAY SEVENTH ADDITION : LOT 2 BLOCK 1 PERM[T TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : TOWNHOME ACTNITY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUATION : $ 350,000.00 NOTE: SEPARATE PERMITS REQU[RED:PLUMBING,MECHAMCAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, LAWN IRRIGATION,ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOU�ID?�T[ON SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: L�� NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. [N[TIAL: � NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLET[ON OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BU[LT SURVEY) TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. [N[TIAL: ��_ 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 MINNETONKA,MN 55343- TOTAL 5,344.59 (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 governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time aRer 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 �h revoked at any time for due cause. � �� A , � -�- �� / �2�� /� �� -_-— �ol� -�I�� Applicant�ermit�e Signature Date Issued By Signature Date , --- -� ,p � � ti�� C"�� I� . �� 'V�� U� � , � i� , �. � �j CItY OF ORONO 5'�1 � BUILDING PERMIT APPLICATION 3�� 5r FOR NEW STRUCTURES �R ADDITIONS �O , ` Mailing Address: Permit number: ��/ ��— � �irO � `� PO Box 66 � ��, I 1' Crystal Bay, MN 55323-0066 Date received: - / �`� StreetAddress:' ��X� �' � . , ti L� 2750 Kelley Parkway �(�j—�1,�� Plan review fee: � � � � `� Orono, MN 55356 I�KESH�R� ______.._ ' Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us � (,�r(M/ CC 1�1�Q - � This application form must be completed in full and all required information must be submitted. -� Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: Job Site Address: 7(0'� J-2 � �} C.= . v �r/�� i7� 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: ' [ t State License# � p Expiration Date: 3 3 Phone: celi - ,S- office S .s-OS 3 Mailing Address: G Cit � ;,,,,��T•..d� ZIP: ,SS Contact Person: c!f w•�� T��c. s Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: ��cl,� Q �' �,,o o �1..�-lE �,-LO�w s .Go r� PROPERTY OWNER INFORMATION: Name: ��p'a .,,,� Bd.ao� D� v . C L C Phone (day): QS .? - S y�- G S S/3. Address: G � Cit : .�,..�..� Tw�r'..ZIP: Email and/or Fax �STc v c.. � C� L�ao .� v;[.�r,�a . Co ��--�- - ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Z - 3 u � Q Address: // Cit : ,�,,..� Tv.,.,r,z�P: s 3 y Email and/or Fax: ^ v Q '� c w's . ...---. 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 � Single Family with ❑ Deck ❑ Relocation �hed arage ❑ 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) � �� Q d Q Q , v STftiJCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction a. Length (ft.)= �� Number of bedrooms=�_ ood/Frame b.Width (ft.)= ��' Number of garage stalls: ❑ Masonry Areas in square feet Attached =�_ ❑ Metal ❑ Pole Bldg. c. Basement= 1 y 4 � Detached = 2 ❑ ICF d. 1S�Story = / �� ❑ On-site Prefab e.2"d Story= ❑ Off-site Prefab f. '/z Story = ❑ Other(please specify): g.Total Area= �� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A plicable ❑ 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'' Septic 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. Applicant's Signature: Date: ,�� Owner's Signature: Date: �; , PLi4N I�EVIEVI/ CHECK�IST FOR NEV1l STRtlCTURES / ADDITIOIVS , g ` o�V� Address: ��1 �� Permit fVo.: Descri tion of work: ! p ��'I/ 1 � � Date Rec'd: �'� '� - Septic review by: Date Approweci: �'�"' Zoning review by: Date Approved: � .�� l� � �uilding review by: � b e �'v��- Date Approved: ``� ' � � �� '� Grading review by: Date Approved: 3 �� .5� � Zoning District: Zoning File#: "� Reso#: � Reso Date: a Zoning: Lot Area: �� F AC Width: �2, Lot Coverage: SF "' % r Survey Submitted: �'es � No Date of Survey: �° 2.�' Revised date ? : E Proposed Setbacks: Front L e) Rear(�) ( N S E W ) ( N S E 1!V ) Other Buildings Wetland Side Side � � � ` g� � � ' � Defir�ed Height: �� Peak F�eight: �J�` FFE: ��L-FFE minus 6 feet= r�L� (Existing Contour; e t- Perimeter(linear feet) _ � '�% 50% _ �(� .� � '�' L.F. below gracie #of Stories �- FOR A BUfLDING WlTH A BASEMEWT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: �� Q The distance between the lowest proposed The distance between the top of , START W ITH floor(of the basement or crawl space)and START W ITH slab and the highest point of the � 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 windo . Subtract halfi windows): btract half the distance the dista between the betwee highest point of the roof highe oint of the roof to to the w point of the corresponding the, w point of the SUBTRACTION 9a or hipped roof rresponding gable or `� e (BASED ON . ABLE OR HIPPED ROOF(with SUBTRACTION hipped roof � ROOF TYPE) window : Subtract half the distance (BASED ON GABIE OR HIPPED ROOF betwee e top of the highest ROOF TYPE) (with windows): Suotract window e highest point of the half the distance between roof� the top of the highest � O R ROOF TYPES(flat, window and the highest ' n r , tc):No subtraction. point of the roof • ALL OTHER ROOF TYPES � SUBTRA ION Subtra the distance between the (flat,mansard,etc):No ` ° BASE baseme�'crawl s ace floor and the � P subtraction. � �� EXIST G highest e isting grade adjacent to the ADDITION Add the distance between the top GRA ES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing ��< E(dUR,LS Deflined buifding height EXISTING grade adjacent to the foundation. GRADES EQUALS Defined building heigh� Shoreland Distr6ct A4CWD Permit pverage Lakeshore Setback geuff Met? � Permit Number: '� � 0 Yes ❑ No N/A Q Yes No s �No ❑ N/A—see attached Setback: Stormwater Quality Proposed Overlay District Existi�ng Hardcover Harcicover Variance Required CUP Required Tier circle one (��and sfl %and s a ; � Yes No � Yes No 1 2 3 4 5 �� Type(s): Type(s): Updated: January 2015 z:\forms\plan review checklist 2015.docx �:: , REMARKS (in-house): � Fees to be Char ed YES NQ � Perm it �` Plan I�eview r/ �: State Surcharge � Investigation Fee ,g�' SAC—Number of SAC Units Other(specify) � S uare Fooia e $ per S uare Foota e Basement X = $ 15i Floor X = $ 2�d Floor X = $ Garage X = $ , Estimated Construction �/alue: $ �`��= �� Oronc� Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site ,� Plumbing 0 Grading/ Filling ❑ Well � Silt Fence/ Erosion Control ,� Mechanical 0 Fire � Electrical � Hardcover Removal 0 Septic � Water Connection ,�,0� Footing � Fireplace t'� Sewer Connection � Poured WaIE Q Masonry �Lawn Irrigation � Foundation Survey k�] Mfg. � Landscaping ,�- Foundation Waterproofing ❑ Other(specify) � Radon Rock Bed � Framing � Insulation � �' As�Built Survey � Final 0 Other(specify) REMARKS (in-house): �� d��_�� o � ��t �� Other Review: Reviewed by: Date Approved: Access: Existing: � YES � NO New: 0 YES ❑ NO � OFFICiAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED ��' ,�. �� ;.> `::; � Updated: January 2015 z:\forms\plan review checklist 2015.docx E � 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 1� � � Plan Review Fee Paid V,��1 - . 1C ��n I �� ,, � Signed Escrow Agreement & Escrow Payment � N�� Building Plans (to scale) x2 R � Certificate of Survey (to scale) showing the proposed project & ►y meeting all requirements x2 , �� 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 �i the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this pr�ject. ; Signed by: 7�� Address: `7!c 7 �'��►�X-�w�-i�2 l7 ►Z� �'� , C% �v N c: , (v�n,' Permit #: ,�v I � ..- �;C;(_; � � � Christine 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 Comrnunity 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 612 201 3591 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 wiil talk to you next we2k. 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(a�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. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway '' Orono 'i MN ' S5356 (physical address) PO Box 66 ' Crystal Bay ' MN ' S5323-0066 (mailing address) � 952.249.4620 � 952.249.4616 � cmattson(a�ci.orono.mn.us ' �?', www.ci.orono.mn.us 1 . Nev✓ Construction Energy Code Compliance Certificate � Per N 1 I01.8[3uilding Certificate.A building certificate shall be posted in a pern�anently visible location inside �a�e Certiticate Posted the building. "Che certificate sliall be completed by the builder and shall list infonnation and values of components listed in Table NI 101.8. P�C1C@ �/OUr Mailing Address oC U�e Dwelling or Dwelling Unit Ciry logo here 767 Bridgewater Drive Orono Name of Residential Co�trac[or MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No F�an) _ � c � �, Active(With fan and monometer or �' � >, other systens rnonitoring device) — :� ia � — � a y C 3 U ^ p ca y a c � a� r a � ¢ p �,` a'�i U a' '� F, j � o � � o y � X o Insulation Location � ° � � � U p ;, =� — ca o � � � � �ti v � ;� C p p C ' ^ ' on 5n F-. ,� z �,., � � �� Other Please Describe Here Below Entirc Slab X Fou�dat�o��wau R-10 X Inside- 1 1/2"Thermax Pcrimeter of Slab on Grade X Rim Joist(Foundation) R-10 X SpfBy F08m Rim Joist(Is�H'loor+) X ��;,n R-19 X Ceiling,flat R-44 X Cciling,vaulted R-44 X Bay Windows or cantilevered areas R-38 X AISO 3/4" Foam below Bmius room over garage X Describe other insulated areas Windows&Doors Heating or Cooling Ducfs Outside Conditioned Spaces Average U-Factor(exchrdes skylights and one door)U: 031 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefticient(SHGC): 0.38 R-value=R-8 MECHANICAL Sl(STEMS Make-up Air Select a Type Applianees I lcating System Domestic Water Heater Coolins System X Not required per mech.code Fuel"I'yPe Natural Gas Electric Electric Pass��e Manufacturcr Rheem Rheem Rheem Powered Interlocked with exhaust device. Model R92PA0701317MSA 82V50-2 13AJN30A01 Describe: Input in 7Q000 ��apacity in So Output in Z,j Other,describe: Rating or Sirc E3TUS: Gallons: Tons� Heat Loss: 47,709 Heat 26,420 I,ocation of duct or system: StrucYure's Calculated Gain: AFUE or 97 SF.F.R: 13 HSPF°o Calculated 27,400 Efficicncv cooling load: Cfm's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two Furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Se[ect Type Passive Heat Recover Ventilator(HRV) Capacity in cfms Low: I�Iigh: Other,dcscribe: Energy Recover Ventilator(GRV)Capacity in cfms: Low: High: Location of duct or system: X Continuous exhausting fan(s)rated capacity in cfms: 130 cfm 2 speed Location of fan(s),describe: Bathroom Cfin's Capacity continuous ventilation ratc in cfms: 64 °round duct OR Total ventilation(intermittent+continuous)rate in cfms: 127 "metal duct Created by BAM version 052009 01/2112015 09:55 Riccar Heating �AK}763 754 0132 P.0111015 Page 1 Resldentlal Heat Loss and Heat Galn Calculatian 1/20/2015 In accordance wlth ACCA M�nual J Report Prepa�ed By: Riccar Heating &Air Condltloning For: Wooddale Stonebay Player 787 Bridgewater Dr. inside unit Orono, MN peslgn Conditions: Minneapolls/St. P�ul Indoor: Outdoor: Summer temperature: 75 Summer temperature: 88 Winter temperature: 70 Wlnter temperature: -15 Relative humidity: 55 Summer gralns of moisture: 98 Daily temparatura rangeiNedium Building Component Sensible Latent Total Total Galn Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whola Wouse 3�334 sq.Tt. 23,434 2,886 26,420 47,708 Basement 4,508 514 5,022 17,562 . .... . ___ ._---------------------------------�-----..__._..____.____._... All Rooms 1,616 sq.ft. 4,508 514 5 022 17 . . .. ..-.-562.. - -----------�-- � � ----------�._.._�....�...-�------..-------� - -..,.. Infiltration 401 514 915 3,931 --------.-----�...... .. .. . .. ------ _._ ----- ----- .._..---- Floor 1,618 sq.ft. 0 0 0 3,297 .. _ ._.._.._.._..------..._._.._....---------..._.....---_...__..._.__._.._._.__.._.........._. . W Walf 332.9 sq.ft. 332 0 332 _ 1 688 - ----......_---..-_..__...,,,.�._..._...... .__ �..�- Window 26.7 sq.�. �170 0 470 g�g --- ---- _.._..... ........._ --------�-�-------- _. . , in ow(2).. 26.7 sq.ft 1,871 D 1,671 899 -- ._.. . ....._....._ ._...__.......-----._.._........_..__...-...--��---____.._............... ___..-------- Glassdoor 54.7 sq.ft. 963 0 963 9,678 - ---- ---- -- -_.._.._........._..... ... .....---�------- S W�II 451.5 sq.ft. _ 450-------- 0---- 450 ----. 2,303 ----------- -- --- E Wall BelowGr aa1 sq.ft. o p p �g�2 _. ._ _ ,., _ ........._..___--- ------ -------..--.�___ . .__..---------�---�---- -.. .. ....... � -----.. N Wafl BelowGr 63 sq.fk. 0 0 0 273 --- -.- -�---...------......................................... _ ......_....._._.-_- . N Wall_..----�--- 222--�_�'...,... _.._..._._..._ ........_.._........_.......221----� 0 221 1,132 -- ----,.._�...�..u...... First Floor 18 926 2 472 29,398 30,147 . .... ...------ ---___-----..._..--'-------�--------- -'----_._.__..__ __- -......_ �-----�--- ooms 1,718 sq.ft. 18,926 2,472 21,398 30,147 _..--------- - - -- -- _ .--------...--------- Inflt►`dtipn `.1 029__ 1 322 . 2 351 10,097 -------...__.-._.....__ � , � _. _.._ _ _ .�... ._. --- --�._...._�_ Psople 5 ___�_�500__._._ 1,150 2,650 0 _ _ ._ _ ....__. .. ---- -------_.._.._. _ ._.__ . ._ _ ._.__. Mlscellaneaus 1 2p0 0 1 200 0 _._.. _ --------- ' -------..__......_.._.._.----.._............. � Floor 1,818 s .ft. 0 � --- 0 -- -� ---------- Q ---�,,.._,.._..........__.......... .... .................._......__.-�-----..__.._. ._..,�,..,,.,....... �loor(2) 102 sq.ft. 29 Q 29 303 _ . ._._ _._. ._...---._.__. ... .._.... . ....._...........--�-�--....__.._..__.._._. ---�-�--____.. .. ...----_...... W Wall 191_5 sq.ft. 191 0 .191 g77 ------�-------_... _ _..- . . _.... ... ,. . ------ �--- Windo. . sq.ft. 876 � .., _._ g7� 430 w_._. .. .._ , 14 .............__ .-- .--------------- ---------__. _.----...., Window{2) 52 sq.ft. 3,255 0 .. 3,255 1,598 01/21/2015 09:55 Riccar Heating �Ag}763 754 0132 P.0121015 P�ge 2 Wooddale Stonebay Pl�yer 1/2 012 0 1 5 Building Component Sensible l.atent Total Tpta! Ga[n Galn Heat Gain H�at L�ss (BTUH) (BTUH} (BTUH) (BTUH) �ndow{3) 42.5 sq,ft. 2,fi60 0 2,66� 1,304 — -- -----.---------._.._.—........---- Window(4) 1a sq.ft, 876 0 876 430 ........ ,.. _......_ ....... .. .... .... .,.. .,..,._... .__. _._..---._ _.... __ ------._....--------�— Glassdoor 64 sq.ft. 1,126 0 1,126 1,964 ------_.._.__ __....._.. .------_._ ._ ._ .-----..._. __.Y. ----..__. ---._ ..._.... ........ _ _..._.___...-- ... --- . . S Wall 441 sq.ft. 439 0 439 2,249 �----.__.---... - -- --....----_...----. _...--------�--- -..___— Wall 2$4 sq.ft. 283 ---0-----283 1,448 _....._.......__ _..._ .... .......... _ �._.... ..... . . .....,. .,._....---....---...._ _—.-- Windaw 8 sq.fk. 50� 0 501 245 ------ ._.._._..__._..__._...-------..._........_...._._.......-�----------.._..----...._..__...__.........------.�.____ .-------._._._.._...._... Window{2) 42 sq.ft. 2,629 0 2,829 1,289 -�-�- ---�-�----------- ___._..._.._..............----..._....._. . ......... .----- Doflr _..-----..._.._....___._........_........�a-$g_�__._...__.....-------------.196-----_._.._—.._._0_�.—..... 196 �_..—._ 1,003 Door(2) 24 sq.ft. 235 0 235 1,204 �--------------- ----- --�-�------------.._..._...__......_._....___.._...--------____ �---- N Wall 441 sq.ft. ___ _ 439 0 439 2,249 -�----�--------._ —_......._._..---------._...._..................,.._ .,....�...._..,...._._.........�._..._ -- Celling _ 1,718 sq.ft 1,482 0 1,462 3,359 Whole House 3,334 eq.ft. 23,434 2,986 26,42p 47,709 ��,n't�-rl��-�.a�X 3�� f �I�z3�d'!�� z � � �� HVAC-Calc ResidenEial 4.d by HVAC Computer Systerns Ltd. 888 736�1101 Load calaulaWm�n ydm�t�s e�ly,�Clwl bads m�y vluy du�b vnalh�r and aonatruGivn dfffwanca�, �015 Standardized Concrete Foundat�on Drawins�s $�OPE OF WORK: 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-contractors/clients. 7hese drawings are to be provided to the building inspection department as part of the permit package. 1d.QEX� 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 �61�� Rei�o�cing 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 500U 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 8aekflll Soil:Sand-30 psflft 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 $ITE ADDRE88: 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 St�eet: of Minnesota. City: G�– �!..'_'_`JS State: MN Zip: Craig Oswell,PE(MN#42341) 1124l2015 Oswdl En�in�eNnp and Conwltlny.L.I.C. 1901 E Nen�epM Aw,�t01 �.�.•,�t ' _:r":;,. Project Name: 2015 Standardized Concrete Foundation Drawings MM��lpolia,MN 66419 =� � Description: Scope of Work,Index,and Certification Phon�:812-720-483� �-j �Z Project# 14.100 Fax:812-588-2966 � `` Client Name: Manor Concrete Construction, Inc.____ www•osw��c•oom ' _ - — .., . Gient Address: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 �•`.�` . �:y. -' OENERAL NOTEB: 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 112". 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 1l2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10. Anchor bolts may be substituted with 1/2"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 tfie 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(3UlDELINES: 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. Oswel!En�InNein�a�d Consultlny.L.L.C. 1901 E H�nnepin Avs,*201 ,'.;�� =-> �% P�oject Name: 2015 Standardized Concrete Foundation Drawings Mfnn�apofls.MN 56413 � Description: General Notes Phonr 812-720-4839 � ',r Project# 14.100 F��e1 Z$�� 1� Client Name: Manor Conc�ete Construction,Inc. w�•��•� � .� Page S2 oi S6 ` Client Address: 11225 90th Ave N Ma le Grove MN 55369 •% ;`� •'•"�• � �rzal2o�s Adjacent steps are 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 section) Optional control joint each end of beam section by others - (2)bundled#4 horizontal bars � � top&bottom w/3"min , , clearance extended at least � Maximum applied I 24"minimum beyond each end �actual load=4000 plf� of beam section(bar length= � unfform or�2,000 � s step height+4') v j pound concentrated � N � -'--6"mi�imum 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 degree)line,if LOW FOOTIN� �� high footing is closer to step � than this line,place beam section reba�as if it was at this line as shown FOOTING STEP DETAIL Oswsll EnpinNrinp and Conwltlnp.L.LC. 1901 E Hennepin Ave��201 ,l,•'. . '.+. Project Name: 2015 Standardized Concrete Foundation Drawings MInlNapolh�MN 55418 ;` Description: Step Footing Detail(NOT TO SCALE) Phaw:812-720-4d39 �� Project# 14.100 Fax:612-8ad-Z9aA `' Client Name: Manor Concrete Construction,Inc. www.o�wMl�o.com Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 �%'`w`' ":'•�'�.- �r2ar2o�5 Wall framing by others Sill plate by others wl 1/2" diameter anchor bolts w/7" minimum embed&standard washers @ 72"o.c.max or Optional slab ledge,maximurn, 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 #4 x 2'-0"long dowels @ 72"o.c. max w/5"minimum embed _,_..----Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required �ALKOUT! SI.AB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"'thick wall&48"for 10"wall ��fle��Ci�11sU�11g,L.L.C. 1901 E Fl.nnepM Ave��01 /�'� '�: ��:Jr'w Project Name: 2015 Standardized Concrete Foundation Drawings Minnespolb,MN 55418 � Descriptfon: Frost Wall Detail(NOT TO SCALE) Phon�:812-720-4839 � Project# 14.100 Fex:812-886-2988 � �'� .� Client Name: Manor Concrete Construction,Inc. www•csw��ha•com • � Client Address: 1�225 90th Ave N Ma le Grove MN 55369 Page S4 of S6 '� �'� �c.=�r, . '112412015 Wall framing by others Sill plate by others w/112" diameter anchor bolts w!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 s concrete wall � N #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 8'wall soacina: 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 g'+ry�M awcirw' 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 �ooKouT wA�� rAi� Osw�ll EngM�erb�g and CortsuMJrp,L.L.C. 1901 E Hen�pin Aw,�201 ,�;�". � �. " :%� Project Name: 2015 Standardized Concrete Foundation Drawings Min�eapolb,MN'Sb413 � Description: Lookout Wall Detaii(NOT TO SCALE) PFtoM:812-720-4839 ,• •'r" Project# 14.100 F�x:812-886-2988 � '� Client Name: Manor Concrete Construction,Inc. w�•osw��•� Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 �•'' '" :�•=l. 1124I2015 , ' , ,.Wood floor&wall framing by others � � Connection of floor members to sill plate to be per Code by others 2x6 minimum sill plate w/1/2"diameter anchor bolts wl 7"minimum embed&2" wide x 1/S"thick square or round countersunk washers or alter�ative --- 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'-8" � clear,&(4)@ 9'-8"clear,At contractor's � option: The lowest wall horizontal bar � may be omitted if(2)#4 continuous O 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 BASEMENT WALL. DETAIL Clear Hei ht and Soil T a Wall 8'or Less 8'-8" 9-8" Thiakneaa S�nd C Cla Send SC Cla Sand 8C CI Vertical Rebar 3 acin 8" NA NA NA NA NA 40" NA 36" 28" 1O" NA NA NA NA NA NA NA NA 36" 12" NA NA NA NA NA NA NA NA NA Sill Anchor 3 acin Bolts 72•• �2�� 4g�� 2�� 6�� 36�� 72•, 3g�� 24�� 1901 E Henne in Ave � �� .�•`. '�:f. Oawell Engineering and Consulting,L.L.C. P .�� ,� ProjeCt Name: 2015 Standardized Concrete Foundation Drawings Minneapolia,MN 55413 *, �� Description: Full Height WaN Detail(NOT TO SCALE) Phone:612-720-4639 ti; '� Project# 14.100 Fax:812-888-2988 ',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 -"�'• ,�.:r. . 1/2412 01 5 Check Req uest Form OODDALE BUILDERS, iNC. Date: October 12, 2015 When Needed: October 12, Zo 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 ,� CENTRAL BANK =" � 6640 SHADY OAK ROAD pq93r) ,' Mi' � 6117 Blue Circle Drive, SUIt@ 101 EDEN PRAIRIE,MN 55344 c7v J -. WOODDALE Minnetonka,MN 55343 75-511/919 B " � ` ° E A S (g52)345-0543-(952)345-0544 V N a G O N N � Pay: **********�************ D Sixteen thousand thirty-three dollars and 77 cents = DATE CHECK NO. AMOUNT d 5 PAY October 12 , 2015 83933 $*****16, 033 . 77 ?� TO THE ORDER Clty Of Orono � OF PO Box 66 m Crystal Bay, MN 55323-0066 � Lot 1 ,2, & 3, Block 1 , STONEBAY SEVENTH ADDITION � according to the recorded plat thereof Hennepin County, Minnesota OR�� o�� I Address: 765, 767, & 769 Bridgewater Drive, Orono, Minnesota i H us Model: N�A E�levation: N/A i p'L' ,��y5� 0�6� � , y'l{ ' O ��16�,qK�0 X I '�C• _.__,__ �J• � �• p �, .�. _. r J ;� � ,oti;g .��2: c, � . .� � ' u I ' �\ x �� x /�9 y X ;�`02,� i� :�� 9 y�, .V,�'\,ory6.1 �� 165 . � �� 0�'� i� � � � � �,i�8� � ��I ,�� \`� ,�'��. �� O Scale: 1' =20' . X p � N \•� �� o5ed � 0 - ,o��° �,X ��' p � o � Q�oPe'�o`1 ��W � a� Benchmark: / 0�9' ,+� �• 6 x ! C �`� o� CT�. � Top Nut Hydrant �� otio� 0 600 ��g ••�• �J � Elevation = 6� � S 1°� �� '°26g. v' y S �;�' �� 'o, "O�s.� l ��2 � � ,0�6�• � � / � '�. � � � � �� ., oo � . 5 X �0�6' ��•,•' �x ��p ^ � � O 6 ,p26e ��,6 ��,8��'{(;� /,.�•��ry� � �� so � p � O �0... _ Q� / ,+:,�\�Q �N 9 ,�2�� O rn � � � � � o�. L -�oQ \ o �ti \ ` � ry A � •0 0�� ;'/� ,�-o, 'o `��o 0 /�0 0 ` '�s � \ (i ' ` / �>'L 4 � e � � /� �r" \ � s' co � � �P � \ `t� � �� : o ° �p0 �a � I o� \ p c¢`o�o, �\ y�6 X 5 J � � ` �� x 0� �� ' ` �� I �o°� v� ,ati, r]� G� � �O -� � G • x o � �O � � �� '`�� 2�� `°� � 10$ �P�� , 9� ,o$ \\ ti� O � � Z � � � � i J � 1 I � \ 1� / �X $ o� \� �I ' � � `` � � \� o � � 6 Z� %� �0�6�' �0, `0� �� 1a�6 �, 2� �� 7��2 �g c3`o � + 'o, ` � ,�., � � 1030.30 a� ` �'� � ' � tptnh �cr' � � � � �, aX o ,� � : .` �� . o ,� ��oo � a�, o,��. � ��. � � + ory`�,p�c.s� 6,5J �' �� ` �� \ � •W �O v' I v' 6� � �'• �� O o O \'� OC�J �L � � 6O •� � •p� 0�9��\' �, � \ ` `� o ti�� : Wetland setback --� •�'•,0`6 �X �\ ,� ' o ` $• � � 1 1o�y�9' �� O�a� ��`0�� C�� C0 � Z 0�6 A � ��.� ,� •b � -�� \�otia a X `L �5 O ` •� ' r) �:6� ,� 2�� 951 �°2 �p W o, a, � ••'•� L 6� � i V 7. 8 X 1��' ed j � . •`•� �' p/ \\ y��p � �ry � �' �`�,g3 Q�oPe�oy `oti�°�� • � ;, ° '� 61 0��. x .� �„ � o �o ry�.� CP °o o � � �9_�o\ `n "��, , 6�" � ,o .. =�s �� •• , ��° '6,� \ .� �� 3•�9 "��° �� `'• � �� oo '� � a •�O ��• p � X � � 'O �tS 6' , +��p'L�' �� p1� � �� ) , � � • '• , �> 2�� I 1, j �otia •• ❑� �°2�6 '`°��y � ; `' J v, V '� �\ � ,��. \ �e 5 X 10�� :• , � �� \ ' •�°�"� s �° � \. � � p0 I [��• X 1 �\ ❑� �o SS � � � •\.• � O Dr� � 6 � � ,�ti O � \ CA ,�p � l �0 , �: o ,� � �� 02,1 �� a .o � \ � � h 3 ��,�� o � o �� ,�'', `O19 \�•. o X °\� \ 'o ��'• •��• � � ,p2�9 X \ WETLAND Lfi _ �� o o ,� � , ---- \ : ° �°'. \ � r',`, �• C� o �\` � \ .: �\� �� / 1 Edge of wetland -- ,0`6� 6 x \ : � �\o�, � •'� -�' • \ o ,—� . x X �o�`�" \ � � � ,;� \ �,o2a ,—�� s .�'� �a�n \ ,—'� � \10�6 � c�� 7 �V\ \�� otio. 6 � �_- � ,,,-, �� \\�•• , ��S6,�o� ,�6�, osed `� C�p29 5�, ,,, �`� �o \ �oa,. proP Se . � � � : � NoU v � � � �� 20� � •• yX � 1 •� S � � ,p'L�' �� 1 � ��_ ; �\ Denotes conservation post �� y ,x ,0�'1� � X 000.00 Denotes existing elevation � Construction Notes: ,a`6 \\• � \1 ( 000.00 ) Denotes proposed elevation 1. Install rock construction entrance. �� 9 X � �1 � Denotes drainage fiow direction 2. Install silt fence as needed for �•� .,0�9 •o �� Denotes spike 2fOSlOf1 control. • � ✓ 1 ••••••••• Denotes erosion control 3. Sidewalks ShQ�� drain away from \ A X L� \� � Denotes proposed rock construction entrance house a minimum of 1.0%. ,o� ' � 4. Contractor must verify driveway • '�� x Lowest allowable floor elevation : 1021.5 design. Y \ ,�X h o,6� �ORONO COp 1� P � � 5. Contractor must verif service House elevations (Pro osed As—built elevation prior to construction. �0�6� , 6. Add or remove foundation ledge as Lowest Floor Elevation :(1021.5� � required. Top Of Foundation Elev. :(1030.2� � General Notes: Lot area #1 = 5533 SF House area = 2422 sF Garage Slab Elev. � Door �(�029.5� � 1. Grading plan by Landform last dated 4/17/07 was Porch area = 261 sF used to determine proposed elevations shown herein. sidewaik area = 12 sF Drfveway area = 476 SF 2. This survey does not purport to show improvements Total Impervious nrea = 3171 SF We hereby certify to Wooddale Builders that this survey, plan or encroachments, except as shown, as surveyed by Impervious Coverage = 57.3% or report was prepared by me or under my direct supervision me or under my direct supervision. �ot area #2 = a57o sF and that I am a duly licensed Land Surveyor under the laws 3. Proposed building dimensions shown are for House area = 22�4 SF of the State of Minnesota, dated 01 20 15. horizontal location of structures on the lot only. Porch area = 2ss SF � � Sidewalk area = 96 SF Contact builder prior to construction for approved Driveway area = 262 sF construction plans. Totai Impervious Area = 2928 SF Sig�ed: Pioneer Engineering, P.A. 4. No specific soils investigation has been performed Impervious Coverage = s4.i� � on this lot by the surveyor. The suitability of soils to �ot area #3 = sot2 SF � support the specific house proposed is not the House area = 2a22 SF BY: �� responsibility of the surveyor. Porch area = 2si sF sidewalk area = s SF Peter J. Hawkinson, Professional Land Surveyor 5. This certificate does not purport to show easements Driveway area = 328 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• Rcvisions�. '>, " ,s'�'`"°,`°:'""""'`�`` Certificate of Survey for: PI�NEER � �>>-z�-��a��s,�� l'��2nee1"Zn� Wooddale Builders CNII.ENGtNFERS LAND PLANNE2S LAND SURVEYORS LASDSCAPH ARCIIITECTS Ph. :(651)681-1914 6109 Blue Circle Dr#2000 2422 Enterprise Drive Fax:(651)681-9488 Mendota Heigh[s,MN 55120 www.pioneereng.com Projcct#: 115012000 Minnetonka,MN 55343 Folderti: 7761 Drawn by: MN Phonc:(952)345-0543/Fax:(952)345-0544 n'J(1I"�Pinnoor FnainaPrina �� Y�� +�4, ( r� ,' �� : � ;' �� a r` r *'t � ,j ° ��.%�` j,`� / , .r � � f �`J ��y ; � t f ,�'� c;,� ,7�,� f } � s •, �it t- � �� r, � �, r - �' �! � t.° :�' '� �ttjr ' K ��j •-,� j '�4, '� k�! r��,�y f �R � � �'� � ��'�� '�� BUILDING LEAKAGE TEST Riccar Heating &Air Conditioning 2387 Station Parkway NW Andover, MN 55304 Phone: 763-754-4000 Fax: 763-754-0132 Date of Test: 11/10/17 Technician: Jeff Test File: Wooddale 767 Bridgewater Customer: Wooddale Builders Building Address: 767 Bridgewater Long Lake, MN Minnetonka, Phone Test Results 1. Airflow at 50 Pascals: 864 CFM ( +/-2.0 %) (50 Pa= 0.2 w.c.) 1.79 ACH 0.24 CFM per ft2 floor area 2. Leakage Areas: 94.5 in2 (+/-5.8 %) Canadian EqLA @ 10 Pa 51.9 in2 (+/-9.7 %) LBL ELA @ 4 Pa 3. Minneapolis Leakage Ratio: 0.15 CFM50 per ft2 surface area 4. Building Leakage Curve: Flow Coefficient(C) = 78.2 (+/- 15.7 %) Exponent(n) =0.614 ( +/-0.044 ) Correlation Coefficient= 0.98519 5. Test Settings: Test Standard: =CGSB Test Mode: = Depressurization Equipment= Model 3 Minneapolis Blower Door, S/N 1 Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 57.3 CFM 0.12 ACH 19.1 CFM per person (using bedrooms+ 1) 2. Estimated Design Infiltration Rate: Winter: 93.8 CFM 0.19 ACH Summer: 48.2 CFM 0.10 ACH 3. Recommended Whole Building Mechanical 58.8 CFM Ventilation Rate: (based on ASHRAE 62.2) Cost Estimates 1. Estimated Cost of Air Leakage for Heating: $ 58 per year heating 2. Estimated Cost of Air Leakage for Cooling: $ 5 per year cooling • BUILDING LEAKAGE TEST Page 2 Date of Test: 11/10/17 Test File: Wooddale 767 Bridgewater Building Conditions Inside Temperature: 68 deg F Heating Fuel: Gas Outside Temperature: 20 deg F Heating Fuel Cost: $0.68/ccf #of Stories 2.0 Heating Efficiency: 92.00 Heating Degree Days: 7981 Wind Shield: M Cooling Fuel Cost: $0.115/kwh #of Occupants 2.0 Cooling SEER: 13.0 Cooling Degree Days: 330 #of Bedrooms: 2.0 Volume: 28942 ft3 Ventilation Weather Factor: 0.97 Surface Area: 5813 ft2 Energy Climate Factor: 17.0 Floor Area: 3628 ft2 Design Winter Wind Speed: 9.0 mph Design Winter Temp Diff: 82 deg F Design Summer Wind Speed: 7.0 mph Design Summer Temp Diff: 14 deg F Comments • BUILDING LEAKAGE TEST Page 3 Date of Test: 11/10/17 Test File: Wooddale 767 Bridgewater Data Points: Nominal Temperature Building Fan Pressure Nominal Adjusted Fan Baseline Pressure (Pa) (Pa) Flow Flow % Error Configuration Std Dev(Pa) -2.7 n/a +/-0.39 -53.0 245.4 927 884 1.0 Ring B -46.9 199.7 837 798 -1.4 Ring B -45.1 185.3 807 769 -2.5 Ring B -36.8 143.2 710 677 -2.1 Ring B -31.6 136.2 692 660 5.4 Ring B -26.9 109.6 622 593 5.2 Ring B -22.7 78.3 526 502 -0.2 Ring B -17.8 45.8 403 385 -9.6 Ring B -1.3 n/a +/-0.25