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HomeMy WebLinkAbout2014-01068 - addn/remodel/repair , ` .. CITY OF ORONO 2750 KELLEY PARKWAY * Z 0 1 4 - 0 1 0 6 8 * ' � • DATE ISSUED: 10/10/2014 ORONO,MN 55356- 952 249-4600 FAX: (952) 249-4616 ADDRESS : 1810 SHADYWOOD RD PIN : 17-117-23-21-0027 LEGAL DESC : SHADY-WOOD : LOT 022 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 175,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE, ELECTRICAL(STATE) ADDITION OVER EXISTING HOME. APPLICANT PERMIT FEE SCHEDULE 1,506.75 LITE CONSTRUCTION STATE SURCHARGE(VALUAT[ON) 87.50 (320)275-3677 TOTAL 1,594.25 Minnesota State License#: BUIL-1450 Payment(s) CREDIT CARD 9739 1,594.25 OWNER RICHARDSON,CHAD&JENNY 1810 SHADYWOOD RD WAYZATA,MN 55391- 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 S[ate Building Code. This permit is for only the work described and does no[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 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 revoke at any time for due ause. - D � I� � li�ti1-�-Y� ���l0 /v � � i pplicant Pe itee Signature Date Issued By Signature Date , � , , CITY OF ORONO � �-� � BUILDING PERMIT APPLICATION � FOR NEW STRUCTURES OR ADDITIONS � �-��� �O�O Mailing Address: ^ Permit number: �/ -�j/O � PO Box 66 Crystal Bay, MN 55323-0066 Date received: �l 9 —/ ��(��` Street Address:' a,NL �� Received by: ti� G� O' 2750 Kelley Parkway C1 � v Plan evi fee: I�. 3/ lqk�SHO��, ( Orono, MN 55356 � 'j,� C� � � D/�_v/U� 1" otal Fee: �._._.�_.._�._.---_____�.._.� Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: !� 1(� ; �-(t7,��r �-��r�J 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 approva/60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: �-1'r� ��n.� 5.r-�">wcTrc�., r�JC . State License# �y5�",s Expiration Date: Phone: . (cell) � �Z - �435-- S��L �7 (office) 3 Z�- - Z-75 -- 3 �� �7 -7 �lllailing Address: Cit : ZIP: Contact Person: ��� _„�,,,��v ,S �- Applicant is: ontra tc or ��/ Homeowner (Circle One) Email and/or Fax: ���� �= L , r_F��Ns T�z.��-Tlc,r.� i r�L� C�--, .-�-� � PROPERTY OWNER INFO„RMATION: 2 Name: ��-�-�w�1'� �F � .��n-�ti�r ` � c v-I �1 ��i�st,u Phone (daY): (,.�� -- �f��, — ?[`�rjrj Add ress: _I�! c 5.e�',�,r o 4 � . , �,�-,,� V� City: �,�.,,�'�`z�i z� ZI P: ���� � Email and/or Fax � ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: o� F /f�t�t- �v �/�¢u o��. 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8� Water Supply ❑ New Construction �ingle Family with �esidence Addition attached garage ❑ Garage/Accessory Bldg. �ublic Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage �ublic 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) $ � �?' G�Cic I , . STRUCTURE 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= ��� Detached= ❑ ICF d. 1 St Story = �c> ❑ On-site Prefab e. 2"d Story= " t� ❑ Off-site Prefab f. '/2 Story = ❑ Other(please specify): g.Total Area= �-�L_`" REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A plicable � ❑ Permit A lication 0 ❑ Pro osed Buildin Plans ❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form � ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan p ❑ Hardcover Calculation 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 ❑ ❑ 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 annuafly 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. ...��'" , C i I A IicanYs Si nature: �� Date: � ` � t PP 9 Owner's Signature: Date: � PLAN REVIEW CHEC�CLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: � 0 1,� �� Description of work: ��- ��� � Septic review by: Date Approved: '�J� Zoning review by: • � • Date Approved: �� �9-� �y Building review by: Date Approved: r � ' �' � ��'1 Grading review by: N l/� Date Approved: Zoning District: !_AL• 1 & Zoning File#: — Reso#: -� Reso Date: —� Zoning: Lot Area: ���3�1� SF/AC Width: 6� Lot Coverage: SF _% Survey Submitted: �Yes � No Date of Survey: S-�Z�l� Revised date(?): Proposed Setbacks: .f�ef►t(Lake) .Rear(Street) l N � E W ) (QD S E W ) Other Buildings Wetland Side Side �S �?o' y G (. 3 ��/�- N�ra- Defined Height: � • � Peak Height: � FFE: � FFE minus 6 feet= — (Existing Contour) Perimeter(linear feet) _ � 50% _ � #of Stories �--Ok?�YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance between the top of slab and the highest point of the roof. If you have a... If you have a... • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON . GABLE OR HIPPED ROOF(with TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, • mansard,etc):No subtraction. mansard,etc:No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation. b GRADES) highest existing grade adjacent to the GRADES foundation OR 10 feet(whichever is less). EQUALS Defined building height EQUALS Defined building height Shoreland District MCWD Permit Received Avera e Lakeshore Setback Met? Bluff � Yes ,�No N/A 0 Yes Q/No �Yes � No �Yes � No � N/A Permit Number: Setback: �Vi�/�- Stormwater Quality Existing Proposed Variance Required CUP Required Overla District Tier Hardcover Hardcover � Yes No � Yes No � 2�."7� Z 7, �( TYPe(S)� TYPe(S)� Updated: January 2013 v:\forms\plan review checklist 2013.docx , � � � REMARKS (in-house): ' " i � 9 ; ' Fees to be Charged YES NO Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units Other (specify) � Square Foota e $per Square Foota e Basement X = $ 1s1 Floor X = $ Znd Floor X = $ Garage X = $ � a Estimated Construction Value: $ 175.�V Q Orono Inspections Required Work Requiring Separate Permits Required State Permits � 0 Site Plumbing � Grading/ Filling 0 Well 0 Hardcover Removal )3'Mechanical � Fire �1' Electrical j 0 Footing 0 Septic 0 Water Connection � Poured Wall �Fireplace 0 Sewer Connection � Foundation Survey 0 Masonry � Lawn Irrigation � Radon Rock Bed �Mfg. �'Framing � Other(specify) ,�' Insulation ey �Final , � Wetland Buffer 0 Other(specify) REMARKS (in-house): /V� L .X C�V'I'�'Tr/�� � /�� �.5«'o�-cJ � ����-''� Other Review: Reviewed by: Date Approved: Access: Existing: � YES � NO New: 0 YES 0 NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED � � Updated: January 2013 v:\forms�plan review checklist 2013.docx � 4 • Sec. 78-1405.-Nonencroachments. (a) The following shall not be considered to be encroachments on yard setback requirements: (1) Chimneys,flues, belt courses, leaders, sills, pilasters, lintels, ornamental features, cornices, eaves, gutters, and similar building elements, provided they do not extend more than two feet into a required yard. ��) Nameplate signs for one-family dwellings subject to the provisions of article X, division 4 of this chapter; lights for illuminating parking areas, loading areas or yards for safety and security purposes, provided the direct source of light is not visible from the public right-of-way or adjacent residential property and is located at least five feet from the front lot line; public utility poles and overhead lines; mailboxes. (3) Terraces, steps, uncovered porches, stoops or similar structures which do not extend above the height of the ground floor level of the principal building and extend to a distance of not less than two feet from any lot line. Window wells including those for fire egress which do not extend more than five feet from the building. Sidewalks, driveways and parking areas when constructed, located and used in compliance with other provisions contained within chapter 78. Driveways may extend to within five feet of a side lot line. (4) In side or rear yards only,bays or cantilevers not to exceed a depth of two feet nor to contain an aggregate area of more than 20 square feet, fire escapes not to exceed a width of three feet and a depth of four feet, and open off-street parking. (5) In rear yards only,balconies, breezeways, detached outdoor picnic shelters, laundry drying equipment, and recreational equipment except as otherwise regulated; no accessory structure shall be closer than five feet from a rear lot line. (6) In side yards only,no accessory structure shall be closer than ten feet from any side lot line. ��) Air conditioning or heating equipment may be located within a required yard but shall be located within five feet of the building it serves; shall not be located within an existing or required drainage and/or utility easement; and shall be located at least five feet from any lot line. �g) Fences erected in all zoning districts are considered � �� " � ,. � _ , � � � �� � � � � � !I� �����,� �,��� � . � �. e� � ���11�'�t"�,i�"�1 C� � `�,/. �} �p,@�M r���r r��+ �rg ��� ��'�����-��,� � '�" ,�.. � - �Y�����Be 1'R.'i✓Q Y G L �! 9 ae � �g.� ,�.��x�.-���� �! ��t � � �^, � � ��—�� ����� �� � ��.T + r. A �I ' F,�', .. ' � `r' -i , . , '": .I:,e,, j ; '.,. _ � A Heavy-Duty Foundation System r t N . , � ��� ; `�- � �' > � , , ,� • Combines Pin Pile Technology with High Strength Concrete = �: �M ' ' f �`" • Install in Minutes...Frame Immediately � � � � ;� _� '� � ��.������� • Complete Projects 1 to 2 Days Faster � � � � � � � . � " �� � �.. � �� �;�� � • low Environmental Impact...a Clean Job Site � � � � '`��� � �, ,� a ,Tri, R�: � ��' z.�� � �� � �� ��{.��.,, ������' �, � .�. - • Can be Removed and Reinstalied �������;� : �� F� ,� ��' �� ��, .� �.: � � ��,�_= ti�: ��� • Proven Performance...Over 20 Year Track Record ���= �� : � � ��� � ��.._ �'- � � '� �. �.: �.� �� � .���� � w �� �� ...with a Lifetime Warranty Covering Parts a��d Labor�;' `"�"'��''�`���"' � � � . ��F��;���. � ��� �� �� � �, �� ����� � Load Bearing Capacity Comparison US Patents:5,039,256;6,910,832;7,326,003 � � � � � � . �e � s_ � " � ` �,� � x � � _.�� g2p1 . - - . . - � , ;.:..� ., .�:, � � . - � . - , ¢, �,, � _ � r � €-ry �, OC� � Bearing in 2000 psf Sands 3600# 3600# 3600# 5150# 5850# ,` - O�n9 in 1500 psf Silts/Clays 2700# 2700# 2700# 3870# 4400# `� . _ °�� . � :�� ` �> _i� `� �� ,.#� �/ � �R Equivalent Bearing Area 1.8 sf 1.8 sf 1.8 sf 2.58 sf 2.93 sf �����'��� ��i �."� ��� ����,�1 ° � Base Area Comparison 18"Cy6nder 18"Cylinder 18"Cylinder 21"Gylinder 23"Cylinder � ' Uplift 670# 920# 1175# 1215# 1380# �' ` "' "" +�_ �. "'r���' �� � ": Lateral 575# 820# 1070# 1150# 1310# `. T �`" � ° ' ���' " Frost Zone Rating 36" 42" 48" 48" 60" � r � ;,, � . Load Chart to be used for Nortnal ConstruCtion Conditions Onl See Manufacturer's Inst ation Manua for definition nd additiona ch n DP- ca a itles � �� ,� �a �, �, g, y all I s a I art otes. 50 p c = t P � ��" '� � - � used in conjunction with E5R-1895 per blue bordered box above shatl be timited to residential decks,covered decks,stairways antl walkways. � �� � �� ��� Diamond�''ie�r " ��� � a�-�o .e � ;� �� �: �a , ��� ���� - . � . ��� = . � ��� ;3 j1'��:�.� � ��-� ��.� � � FOUNDATIC�f� SYSTEM •LoatlsUpTo360Q# f�_ � "�k JI . . 6, ������ f: ' — � , . . . . ,4':. � _. ' � ` ` . r � � + � •36",42"ot'50"PiYls � ;,�.l;, z• ^' "� . 's'�' �, + ,� � • Pin Pile Technolo y combined with � � �� '�' �� ` � �` ;�� � _ a High Strength Concrete Head that � � 7 � .,, , * t � •Use in Areas with a � =, « o , � �' ' � Q � �� E� Meets or Exceeds ACI 318 Standards � ��� �� ' �� • Frost Depth Up To 48" � ��.,..3� �.,_�_ �=�: _• �,�'!I���� ,� "�� �� �� � �+�w �'� � ;� • Galvanized Pins Meet or Exceed � ` , � .- : - � � '` ' � '! f� ��' ASTM Standards � � `� �� �� �P'�� � �����. _ � , _ �� �� � ' o < < � � %� ��� ` � � �Loads U To 5850# �" ° ���� � �� �{ • High Impact Inspection Plugs � r� ��`;��- P � � � a =� � Y �� - ��- �' � � • Pin Caps Install After Inspection ;�: •50"or 63"Pins •-�� � .t `t tt�€�1{1�,et,��a�F�..e�c_. � _ �- ;; � �;,� � € •Cast-in Galvanized Anchor Boft to =Use in Areas with a f ` � :` �°�~ `�`�`���"� " ' � ,�: � Secure Standard Post Brackets Frost Depth Up To 60" s ,. =�.,s -._� �� „� � ��- , ��� ,�- . � � .� �; ` '"�":� �� `�''� " '� � For all applications, refer to the manufacturer's compiete lnstallation ManuaL , � ",�� � �:.;x�' ,.�� ' > , b- - � ��� � � �r rk► "he Diamond Pier DP-50 is recognized '�"°""" � � "' ! ��y the International Code Council pCC} Documents to Submit p��, priving Bit `or residential applications.The DP-50 with a Permit Application For use with mo5t � FSR Report(ESR-1895),Performance p breaker hammers that �����,�t���� ������ •DP-50 ESR Re ort f�eports,and the DP-50 Detail Drawing �' • � • are available on our website... •Performance Reports � aCcept a 1-1/8° `° •DP-50 Detail Drawing ' hex shaft. www.Diamond Pi er,com/ESR � ., c,�.���ot=t:_U F r F-n„ e.,.�ai..,tr^o.A!,r.iZhia rc..., ��e:2. -� , �:. - � . . . . . ,.��-� . � �"`�`���� ����;��� �� ��f��� ��`.� ����`��� � _ � � � , � � : �I"'�� � . + ` � DiamondPieY� � � � � � . . .E',�J�,..?'�`,"1y f; "�.d'.:����.V.�l�c� �,{ «F��` ■ ■ � L�fet�me . "I'm very impressed with the pppormance,ease of �a r r a n t �' installation,and the no-mess a lication ofthe Diamond U �.����������"�;�� � ��`�""���� P i e r.I w i l l c o n t i n u e t o u s e t h e m o n m y f u t u r e d e c k p r o j e c t s." � .,�,�; T..�x•r��r���ks�l�•r.�,�,c:��r,P„�r�a,rv,rd Covering Parts and Labor ��e E�t ��r� ;���_K f;��.�.��������� "...After Hurricane Dennis AND Hurricane Katrina,not a � . �` single Diamond Pier had been compromised." The Pin Foundations,Inc.,Diamond Pier DP-50, �� ��r�oajx��ster�ca�s�rucr�ora t�•c;�x�r�n:�n:3��-•rv�rr r✓��d,tr:� and DP-75 Foundation Systems are warranted � },�-�� ����° '" '� for the life of the original supported structure to ,� '�����°�� � ��� "I've been using these all over the west metro area _ . �c � ���°'� �. �k, perform to the published capaciGes. � � y*•,%,, y� � �� ...all the piers have remained structurally sound through -. ,._� S.��, �1 �� j �� r ep e a t e d f r o s tcy c l e s." T h e a b o v e w a r r a nry s h a l l app ly o n ly � _; � �,-�s � � �ot�sanuik•Prer,�sronOeck:,•NtoU�na,r�9Pd product is handled and installed in accor � �!�� % �'�� � �� �"� � with Pin foundation's recommendations �� �''' ��� ...A lifetime warranty on one of the most critical elements �� of a deck is why my clients choose Diamond Pier." �: specifications. See the complete Instail� �'� F � t?r.%„��.,�lc.nD,t;�t• +�r;:�7�'�4� '�un�8zti�'•�i!'!U.�� ;7,v � � Manual for tletails. '"�. � �� � ` � � � re ��.� �, � "I know that my deck projects will perform as well,or better, � � � _ � _ � than the traditional footings that we have used in the pas�" " ' � `_ ivn rs�r; ah„1er•c'�t+o�,,,�.�p,�e5 J: _ u build•Atzaa U�IicN;�'✓IN r �� � � �� � ��°' ti � ,, t - �1 ,, � � "This is an amazing product...it is incredibly low-impact � � ��""� ` � �'' '_� -'�- 4� _ �-` � and very easy to install ' �: �—� � �� � � � JOSE'ia�311f'�?�vJ.0iS45i7�',n,�.:L��51ClUCJtG•ul�,leSS{�l� ibCu�t ,E�I�f� �b: �����������" �(i� ������ + ��� �� � ,, , �",, � ' � "3000 piers(installed)and courding,Diamond Pier has ������-����� ��>5-�-�` ��° -�� changed how we build decks.Time and cost savings, '"�' ������"�� � ` installation speed and lifetime warranty makes it a better _' � foundation system." www.DiamondPier.com ;� �.i(i<<�t��,�i',717+( �1UOl`,rllt.J�l�C'(U�tlJ,I�RIL�,II: . :��:' ��� � ����"'� "� �� � F�_'��". , ` � ,, , � ��, , Distributed by: � ������,��> �` �� .,r�� � �� x � �,, � ��i _� �`�' � �i"" � �, � � a >." ,�,� � ` •� - , . `�'.- �"� : � R�� �� � ,� .,o � � ,_..� ;p ° � � ' -,� "�� �. Dlamond Pler Foundatlons,with Pln Pile � .. . .. r, - J,�� �- ��� �� Technology,Handle Loads DifferenNy and More . � � � �;.a ���' �. � Efficiently than Conventlonai Methods. � � � � '� `� �� ' ,�;�.. ; a-� ,ra�.� w.- '�, ��� � � ,a� �",�,� �':.� :� ����UY�C�Y OtY � � � �� rs � � fi�ss�4 � r� • s r� �' tg . � � ��°'; :' ���� �rk� �'�.u�� �����.�+ � r-. �'i �r , - �'? � �� � � �a'� i �: � �., f�'`�''--"; ..F'� ����.'tft�4[�Yt� � � � � �' _ 4 � e � �. � �� s���. N; ������."�'� �,., ■ � ' �: PIN FdUNDATIONS �NG � � *# ,��k ���� � �= a ���` ; � - _ ��°:'� . �r ;'; � h , ` -`L�'*�.'.#�.�+*:�S�;,q.`��'�'�'t�-,o-,'�.,ai; ��S?";''�°`"��B �V r r• • - - - � �� .� � �' � " � e��t�1 . .....Q..�... �.,„ . ..w.W..,�....«..� � �� � if !. a� � . Pai li � � �� �� � �� �� Form#DP50TF1-01.2014 Printed in U.S.A. �� ������ � ��, � � �� .. � ... � � .. . . -� � �� '�a .. 2,'�?�� z-: , .�c , ` � ���� Job: � . . ��� +�- wr�ghtsaft Load Short Form Date: Sep 22,Zo,4 Entire House Bv: Dakota Supply Group 475 West Minnehaha Ave,SL Paul,Mn 55103 Phone:612-597-8137 EmaiC tledo@DSGINC.biz Web:www.dakotasupplygroup.com � • • • For: Richardson Residence, Servin Plumbing and Heating Dassel Mn ! - • • • Htg Clg infiltration Outside db (°F� -15 91 Method Simplified Inside db(°� 70 75 Construction quality Average Design TD (°� 85 16 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 54 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Trade Sample Trade Model AFUE80-85G Cond AHRI ref 0 Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 90000 Btuh Sensible cooling 0 Btuh Heating output 85000 Btuh Latent cooling 0 Btuh Temperature rise 90 °F Total cooling 0 Btuh Actual air flow 884 cfm Actual air flow 884 cfm Air flow factor 0.014 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft�) (Btuh) (Btuh) (cfm) (cfm) WIC 208 5246 1698 74 80 Dressing 198 6111 1751 86 82 master Bath 247 6344 2117 90 99 Master Suite 334 7110 3541 100 166 Hall way 109 1054 552 15 26 Bed1 237 4018 1508 57 71 bath 55 390 0 6 0 bed 2 306 4758 2175 67 102 main floor 1289 16782 5536 237 259 basement 1291 10768 0 152 0 RECEIV�D SEP 2 2 2014 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. CITY OF ORONO 2014Sep-22 11:38:05 � Wr�QIIt�S'aft Right-Suile�Universa1201515.0.03RSU16575 Page1 .�Cr�'+ ...Anthony\Desktop\servin loads\Richardson Res.rup Calc=MJ8 Front Door faces: N Entire House 4274 62582 18877 884 884 Other equip loads 0 0 Equip.@ 0.96 RSM 18122 Latent cooling 2517 TOTALS � 4274 � 62582 � 20639 � 884 � 884 Bold/itallc values have been manually overrldden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014Sep-22 11:38:05 ..;. w�ightsoft� Right-Suite�Universal 2015 15.0.03 RSU16575 Page 2 I�� ...Mthony�DesMop�servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N � ' ' Building Analysis Da e: Sep 22,Zo,4 ��wrigh�soft"` Entire House 8,,: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8737 Email:tledo@DSGINC.biz Web:www.dakotasupplygroup.com � • • • • For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°� - 19 ( M ) Method Simplified Vlktbulb(°F� - 73 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 • Component Btuh/R� Btuh %of load Walls 5.1 25978 41.5 m° Glazing 27.2 9478 15.1 Doors 24.6 4283 6.8 Ceilings 1.9 3284 5.2 Floors 3.6 6210 9.9 Infiltration 3.2 13349 21.3 °"' Ducts 0 0 Piping 0 0 u.�. Humidification 0 0 Ventilation 0 0 Adjustments 0 °""° Total 62582 100.0 • • Com onent Btuh/ft� Btuh %of load � Walls 1.0 5369 28.4 Glazing 22.0 7674 40.7 a- Doors 8.2 1421 7.5 Ceilings 1.1 1929 10.2 °"m Floors 0.1 165 0.9 Infiltration 0.3 1400 7.4 Ducts 0 0 Ventilation 0 0 Internal gains 920 4.9 Blower 0 0 Adjustments 0 Total 18877 100.0 �,� Latent Cooling Load=2517 Btuh Overall U-value=0.066 Btuh/ftZ-°F Data entries checked. Bold/Jtallc valuea have been manually ovenidden � w�-i h'C�of°t' zoiasa�-s2»:sa:os � Right-Suite�Universal 2015 15.0.03 RSU18575 P�e� � ...Mthony�Desktop\seivin Ioads�Rlchardson Res.rup Calc=MJ8 Front Door faces: N � �'wrighfi��f�' Com onent Constructions Job: � Date: Sep 22,2014 Entire House ey: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasuppygroup.com � • ' • • For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • � • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°� 70 75 Elevation: 837 ft Design TD(°� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoo�: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°h� - 19 ( M ) Method Simplified Vlktbulb(°F� - 73 Constructionquality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Galn ft' BMM'-"F ft'-°f/Bdh BhhlR' Btuh Btuh/R' Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 1035 0.068 19.0 5.78 5979 1.30 1343 board int fnsh,2"x6"wood fim,16"o.c.stud e 699 0.068 19.0 5.78 4038 1.30 907 s 929 0.068 19.0 5.78 5369 1.25 1166 w 720 0.068 19.0 5.78 4164 1.30 936 all 3382 0.068 19.0 5.78 19551 1.29 4352 15A13-Oocw-8:Bg wall,heavy dry or light damp soil,empty core,2"x4" n 366 0.050 0 4.25 1556 0 0 wood int frm,concrete block wall,r-13 cav ins,12"thk,1/2"gypsum e 284 0.050 0 4.12 1171 0 0 board int fnsh s 366 0.050 0 4.25 1556 0 0 w 293 0.050 0 4.25 1247 0 0 all 1309 0.050 0 4.22 5528 0 0 16A-19ad:Knee wall,asphalt shingles roof mat,r-25 roof ins,r-19 kw e 108 0.049 19.0 4.16 450 3.51 379 ins,5/8"gypsum board int fish w 108 0.049 19.0 4.16 450 3.51 379 all 216 0.049 19.0 4.16 900 3.51 759 Partitions 12C-Osw:Frm wall,stucco ext,r-13 cav ins,2"x4"wood frm,16"o.c. 213 0.091 13.0 0 0 1.21 258 stud Windows Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr n 50 0.320 0 27.2 1360 112 558 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green e 46 0.320 0 27.2 1240 37.0 1686 grass(0.23);6.67 ft head ht e 9 0.320 0 27.2 254 0 0 S 42 0.320 0 27.2 1142 22.0 924 s 130 0.320 0 27.2 3536 22.0 2859 w 27 0.320 0 27.2 742 37.0 1009 all 304 0.320 0 27.2 8274 23.1 7035 Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,clr n 24 0.320 0 27.2 657 11.2 270 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass(0.23);8 ft overhang(5 ft window ht,1 ft sep.);6.67 ft head ht e 7 0.320 0 27.2 193 13.2 93 all 31 0.320 0 27.2 850 11.6 363 Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr s 10 0.320 0 27.2 272 16.5 165 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass(0.23);2 ft overhang(5 ft window ht,1 ft sep.);6.67 ft head ht zo�¢Se�-2z»:sa:os � ��"�9h���" Right-Suite�Universal 2075 15.0.03 RSU16575 Page 1 ...Anthony�Desktop�servin IoadsU2ichardson Res.rup Calc=MJ8 Front Door faces: N . 7A-lgsnn:Gis blk glazing,smth srf;NFRC rated(SHGC=0.32); w 3 0.320 0 272 82 37.0 111 foreground=green grass(023);6.67 ft head ht DOOPS 11 P0:Door,mtl pur core type n 88 0.290 10.5 24.6 2169 8.18 720 s 86 0.290 10.5 24.6 2114 8.18 701 all 174 0.290 10.5 24.6 4283 8.18 1421 Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 1756 0.022 44.0 1.87 3284 1.10 1929 gypsum board int fnsh FIOOrs 19A-30bscp:Part floor,carpet flr fnsh,r-30 ins,frm flr,12"thkns,5/8" 1 0.034 30.0 2.43 3 0.46 1 gypsum board int fnsh 19A-30bstp:Part floor,tile flr fnsh,r-30 ins,frm flr,12"thkns,5/8" 0 0.034 30.0 2.43 0 0.46 0 gypsum board int fnsh 20P-30c:Flr floor,frm flr,12"thkns,carpet flr fish,r-30 cav ins,gar 206 0.035 30.0 2.97 612 0.41 84 ovr 20P-30t:Flr floor,frm flr,12"thkns,tile flr fnsh,r-30 cav ins,gar ovr 197 0.035 30.0 2.97 585 0.41 81 226-10tpm:Bg floor,heavy dry or light damp soil,on grade depth,r-10 165 0.355 10.0 30.2 4974 0 0 edge ins 1 0.355 10.0 30.2 18 0 0 1 0.355 10.0 30.2 18 0 0 all 166 0.355 10.0 30.2 5009 0 0 2014Sep-22 11:38:06 .:� 1MR'�gf'1'�54�" Right-Suite�Universal 2015 15.0.03 RSU16575 Page 2 � ...Mthony�Desktop\servin IoadsU2ichardson Res.rup Calc=MJ8 Front Door faces: N � �-'wrightso� Com onent Constructions Job: p Date: Sep 22,2014 w��i BY� Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasupptygroup.com � • ' • • For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified V1�etbulb(°� - 73 Constructionquality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or area u-�ai�e i�sui R Htg HTM �o$$ Clg HTM Gain R' Btuh/ft'-'F ft*-°FIBM BMM' Btuh BtuhM' Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 103 0.068 19.0 5.78 593 1.30 133 board int fnsh,2"x6"wood frm,16"o.c.stud s 123 0.068 19.0 5.78 709 1.30 159 all 225 0.068 19.0 5.78 1302 1.30 293 16A-19ad:Knee wall,asphalt shingles roof mat,r-25 roof ins,r-19 kw e 108 0.049 19.0 4.16 450 3.51 379 ins,5/8"gypsum board int fish w 108 0.049 19.0 4.16 450 3.51 379 all 216 0.049 19.0 4.16 900 3.51 759 Partitions (none) Windows Habitat Window:2 glazing,clr low-e outr,argon gas,vnI frm mat,Gr n 20 0.320 0 27.2 544 11.2 223 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass(0.23);6.67 ft head ht Doors (none) Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 207 0.022 44.0 1.87 387 1.14 235 gypsum board int fnsh Floors 19A-30bscp:Part floor,carpet flr fnsh,r-30 ins,frm flr,12"thkns,5/S" 1 0.034 30.0 2.43 3 0.46 1 gypsum board int fnsh 20P-30c:Flr floor,frm flr,12"thkns,carpet flr fish,r-30 cav ins,gar 206 0.035 30.0 2.97 612 0.41 84 ovr 2014Sep-22 11:38:08 �� Wf IgI1'CS4�L` Right-Suite�Universal 2015 15.0.03 RSU16575 Page 3 ...Mthony�Desktop�servin IoadsV2ichardson Res.rup Calc=MJ8 Front Door faces: N ` -�"�-'wrightsof�" Com onent Constructions Job: � Date: Sep 22,2014 Dressing By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasupptygroup.com � � ' • • For: Richardson Residence, Servin Plumbing and Heating Dassel Mn � - • • • � Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 OutdoOr: Heating COoling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified V1�tbulb(°F� - 73 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BMM'-°F R'-°F/Bhh BMAN Btuh BhAiAIT Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 157 0.068 19.0 5.78 909 1.30 204 board int fnsh,2"x6"wood frm,16"o.c.stud e 73 0.068 19.0 5.78 420 1.30 94 s 128 0.068 19.0 5.78 737 1.30 166 w 73 0.068 19.0 5.78 420 1.30 94 all 430 0.068 19.0 5.78 2487 1.30 559 Partitions (none) Windows Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr e 7 0.320 0 27.2 198 37.0 269 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green w 7 0.320 0 27.2 198 37.0 269 grass(0.23);6.67 ft head ht all 15 0.320 0 27.2 396 37.0 539 Doors 11 P0:Door,mtl pur core type s 30 0290 10.5 24.6 733 8.18 243 Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 197 0.022 44.0 1.87 368 1.14 224 gypsum board int fnsh FIOOrs 20P-30t:Flr floor,frm flr,12"thkns,tile flr fnsh,r-30 cav ins,gar ovr 197 0.035 30.0 2.97 585 0.41 81 2014Sep-22 11:38:06 �,,,� wrightsoft' Right-Suile�Universa1201515.0.03 RSU16575 Page4 ...Mthony�Desktop�servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N � Comnonent Constructions Job: �wrightsoft' r Date: Sep 22,zo�a master Bath Br: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasuppygroup.com � � ' • � For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • • • � Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gNlb) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified V1kt bulb(°F� - 73 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl' BdfiM'-°F R'-°F/Bh►7 BhhRN Btuh BMA!' Btuh Walls 12E-Osw:Fnn wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 137 0.068 19.0 5.78 794 1.30 178 board int fnsh,2"x6"wood frm,16"o.c.stud e 55 0.068 19.0 5.78 318 1.30 71 s 183 0.068 19.0 5.78 1060 1.30 238 w 78 0.068 19.0 5.78 449 1.30 101 all 453 0.068 79.0 5.78 2620 1.30 589 Partitions (none) Windows Habitat Window:2 glazing,Gr low-e outr,argon gas,vnl frm mat,Gr e 4 0.320 0 27.2 99 37.0 135 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green w 10 0.320 0 27.2 272 37.0 370 grass(0.23);6.67 ft head ht all 14 0.320 0 27.2 371 37.0 504 7A-lgsnn:Gls blk glazing,smth srf;NFRC rated(SHGC=0.32); w 3 0.320 0 27.2 82 37.0 111 foreground=green grass(0.23);6.67 ft head ht Doors 11 P0:Door,m8 pur core type n 46 0.290 10.5 24.6 1134 8.18 376 Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 247 0.022 44.0 1.87 462 1.14 281 gypsum board int fnsh FIOOrs 19A-30bstp:Part floor,tile flr fnsh,r-30 ins,frm flr,12"thkns,5/8" 0 0.034 30.0 2.43 0 0.46 0 gypsum board int fnsh zo�ase�-zz��:sa:os �^c.�r� wrightso�Ft` Right-Suite�Universal 2015 15.0.03 RSU16575 Page 5 �u+ ...MthonylDesktop\servin IoadsU2ichardson Res.rup Calc=MJ8 Front Door faces: N � �: �y�.�9h�ft. Com onent Constructions Job: p Date: Sep 22,2014 Master Suite Br: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:812-597-8137 Email:tledo(�DSGINC.biz Web:www.dakotasupptygroup.com � � ' • • For: Richardson Residence, Servin Plumbing and Heating Dassel Mn � • • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 OutdOo�: Heating COOling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified V�tbulb(°F� - 73 Constructionquality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or nrea u-�ai�e Insul R Htg HTM �oss Clg HTM Gafn ft' BhhM'-°F R*-°FBM BMMN Btuh BtuhAN Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 183 0.068 19.0 5.78 1060 1.30 238 board int fish,2"x6"wood frm,16"o.c.stud e 85 0.068 19.0 5.78 489 1.30 110 s 89 0.068 19.0 5.78 513 1.30 115 w 118 0.068 19.0 5.78 682 1.30 153 all 475 0.068 19.0 5.78 2744 1.30 616 Partitions 12C-Osw:Frm wall,stucco ext,r-13 cav ins,2"x4"wood frm,16"o.c. 63 0.091 13.0 0 0 1.21 77 stud Windows 4A5-2ovd:2 glazing,Gr low-e outr,argon gas,vnl frm mat,clr innr,1/2" s 42 0.320 0 27.2 1142 22.0 924 gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass s 20 0.320 0 27.2 544 22.0 440 (0.23);6.67 ft head ht w 10 0.320 0 27.2 272 37.0 370 all 72 0.320 0 27.2 1958 24.1 1733 DoorS (none) Ceilings 168-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 334 0.022 44.0 1.87 625 1.14 380 gypsum board int fnsh Floors 22B-10tpm:Bg floor,heavy dry or light damp soil,on grade depth,r-10 0 0.355 10.0 30.2 8 0 0 edge ins 2014Sep-22 11:38:06 � wright��►1`t` Right-Suite�Universa1201515.0.03RSU16575 P�eB �� ...Mthony�Desktop�servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N � � Wri�h��� Com onent Constructions Job: P Date: Sep 22,2014 Hall way By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8737 Email:tledo�DSGINC.biz Web:www.dakotasupplygroup.com � • ' • � For: Richardson Residence, Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified Vlktbulb(°F� - 73 Constructionquality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or area u-�ai�e Insul R Htg HTM �oss Clg HTM Gain R' BUh/R*•°F ft'•°FiBtuh BhihMt' Btuh BhhM' Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 1 0.068 19.0 5.78 4 1.30 1 board int fish,2"x6"wood frm,16"o.c.stud e 23 0.068 19.0 5.78 135 1.30 30 s 1 0.068 19.0 5.78 4 1.30 1 w 49 0.068 19.0 5.78 285 1.30 64 all 74 0.068 19.0 5.78 428 1.30 96 Partitions 12C-Osw:Frm wall,stucco ext,r-13 cav ins,2"x4"wood frm,16"o.c. 59 0.091 13.0 0 0 1.21 71 stud Windows Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr e 6 0.320 0 27.2 163 37.0 222 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass(0.23);6.67 ft head ht Doors (none) Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 109 0.022 44.0 1.87 204 1.14 124 gypsum board int fnsh FIOOrs (none) 2014Sep-2211:38:08 � WC;�h�'0�" Right-Suite�Universal 201515.0.03 RSU18575 P�e� ...Anthony�Desktop\servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N ' �: �y�,�h�o� Component Constructions Date: Sep 22,Zo,4 Bed 1 By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasupplygroup.com � • ' • i For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°� - 19 ( M ) Method Simplified VUet bulb(°F� - 73 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BluhM'-°F ft'-`F/Btuh Bpf�flf' Btuh �hiR' Btuh WaIIS 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 153 0.068 19.0 5.78 882 1.30 198 board int fish,2"x6"wood frm,16"o.c.stud e 81 0.068 19.0 5.78 467 1.30 105 w 36 0.068 19.0 5.78 208 1.30 47 all 269 0.068 19.0 5.78 1557 1.30 350 Partitions (none) Windows Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr n 30 0.320 0 272 816 11.2 335 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green e 7 0.320 0 27.2 197 37.0 268 grass(0.23);6.67 ft head ht all 37 0.320 0 272 1013 16.2 603 Doors (none) Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 237 0.022 44.0 1.87 443 1.14 269 gypsum board int fnsh Floors 226-10tpm:Bg floor,heavy dry or light damp soil,on grade depth,r-10 0 0.355 10.0 30.2 9 0 0 edge ins 2014Sep-22 11:38:06 ,�''..:`�.r� w��ightas4ft' Right-Suite�Universa1201515.0.03 RSU16575 PageB �*�+ ...Mthony\Desktop\servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N ' �: wrygh���� Component Constructions Da e: Sep 22,Zo,a bath Br: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasuppygroup.com � • • • For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified Vlktbulb(°F� - 73 Constructionquality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 1N Bhh/ft'-°F R'-°FiBtih BWhAt' Btuh BM�t' Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 1 0.068 19.0 5.78 4 0 0 board int fnsh,2"x6"wood frm,16"o.c.stud s 31 0.068 19.0 5.78 181 0 0 all 32 0.068 19.0 5.78 185 0 0 Partitions (none) Windows (none) Doors (none) Ceilings 16B-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 54 0.022 44.0 1.87 101 0 0 gypsum board int fish Floors (none) 2014Sep-22 11:38:06 �� w�rightsof�' Right-Suite�Universal 2015 15.0.03 RSU16575 P�e 9 ...Anthony\Desktop\servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N ' Com onent Constructions Job: -�- wrightsof�' p oate: sep ss,so�a bed 2 By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:812-597-8137 Email:tledo(�DSGINC.biz Web:www.dakotasupplygroup.com � � • • For: Richardson Residence,Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F� 70 75 Elevation: 837 ft Design TD(°� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 3�.� Drybulb(°F) -15 91 Infiltration: Dailyrange(°F� - 19 ( M ) Method Simplified VUetbulb(°F� - 73 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fN Bhti/IN-°F R*-°FlBhfi BWh/R' Btuh &JiHN Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum e 110 0.068 19.0 5.78 636 1.30 143 board int fish,2"x6"wood frm,16"o.c.stud s 155 0.068 19.0 5.78 894 1.30 201 w 73 0.068 19.0 5.78 424 1.30 95 all 338 0.068 19.0 5.78 1954 1.30 439 Partitions 12C-Osw:Frm wall,stucco ext,r-13 cav ins,2"x4"wood frm,16"o.c. 91 0.091 13.0 0 0 1.21 111 stud WindOws Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr e 7 0.320 0 27.2 197 37.0 268 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green s 30 0.320 0 27.2 816 22.0 660 grass(0.23);6.67 ft head ht all 37 0.320 0 27.2 1013 24.9 928 Doors (none) Ceilings 16B-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 306 0.022 44.0 1.87 572 1.14 348 gypsum board int fnsh Floors (none) 2014Sep-22 11:38:06 � wrightsof�' Right-Suite�Universal 2015 15.0.03 RSU16575 Page 10 ...Anthony�Desktop�servin Ioads�Richardson Res.rup Calc=MJ8 Front Door faces: N Job: ' ..� W�9h�� Component Constructions Date: Sep 22,zo,4 main floor By� Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:812-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasuppygroup.com � • ' • • For: Richardson Residence, Servin Plumbing and Heating Dassel Mn � - • • • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoo�: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°� - 19 ( M ) Method Simplified Vlktbulb(°F� - 73 Constructionquality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl' &uhM'-°F ft'-°FIBh1i Bpii�t' Btuh BMRP Btuh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,5/8"gypsum n 300 0.068 19.0 5.78 1733 1.30 389 board int fnsh,2"x6"wood frm,16"o.c.stud e 272 0.068 19.0 5.78 1573 1.30 353 s 220 0.068 19.0 5.78 1272 1.30 286 w 293 0.068 19.0 5.78 1695 1.30 381 all 1085 0.068 19.0 5.78 6273 1.30 1410 Partitions (none) Windows Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr e 14 0.320 0 27.2 385 37.0 524 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green s 80 0.320 0 27.2 2176 22.0 1759 grass(0.23);6.67 ft head ht all 94 0.320 0 27.2 2561 24.2 2283 Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr n 24 0.320 0 27.2 657 11.2 270 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass(0.23);8 ft overhang(5 ft window ht,1 ft sep.);6.67 ft head ht e 7 0.320 0 27.2 193 132 93 all 31 0.320 0 27.2 850 11.6 363 Habitat Window:2 glazing,clr low-e outr,argon gas,vnl frm mat,Gr s 10 0.320 0 27.2 272 16.5 165 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.32);foreground=green grass(0.23);2 ft overhang(5 ft window ht,1 ft sep.);6.67 ft head ht Doors 11 P0:Door,mtl pur core type n 42 0.290 10.5 24.6 1035 8.18 343 s 56 0.290 10.5 24.6 1380 8.18 458 all 98 0.290 10.5 24.6 2416 8.18 801 Ceilings 166-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 59 0.022 44.0 1.87 111 1.14 67 gypsum board int fish FIOOrs 228-10tpm:Bg floor,heavy dry or light damp soil,on grade depth,r-10 1 0.355 10.0 30.2 18 0 0 edge ins 2014Sep-22 11:38:06 �,,,� wrightsof°t' Right-Sufte�Universal 2015 15.0.03 RSU16575 P�e�� ...Anthony�Desktop�servin IoadsU2ichardson Res.rup Calc=MJ8 Front Door faces: N ' Pro ect Summa�v Job: � �/4r�,(���(�ft' � •,7 Date: Sep 22,2014 Entire House er� Dakota Supply Group 475 Wesl Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasupplygroup.com � • ' • • For: Richardson Residence, Servin Plumbing and Heating Dassel Mn Notes: � - • • • Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 85 °F Design TD 16 °F Daily range M Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 62582 Btuh Structure 18877 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 62582 Btuh Use manufacturer's data n Rate/swing multiplier 0.96 Infiltration Equipment sensible load 18122 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2517 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft� 4274 2928 Equipment latent load 2517 Btuh Volume(ft� 23866 23423 Air changes/hour 0.37 0.21 Equipment total load 20639 Btuh Equiv.AVF(cfm) 147 82 Req.total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Trade Sample Trade Model AFUE80-85G Cond AHRI ref 0 Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 90000 Btuh Sensible cooling 0 Btuh Heating output 85000 Btuh Latent cooling 0 Btuh Temperature rise 90 °F Total cooling 0 Btuh Actual air flow 884 cfm Actual air flow 884 cfm Air flow factor 0.014 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.88 Bold/ltallc values have been manually overrldden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .,:. wri htsof't- z014Sep-2211:38:07 � Q Right-Suite�Universal 2015 15.0.03 RSU16575 Pege� ...Anthony�Desktop\servin bads�Richardson Res.rup Calc=MJ8 Front Door faces: N Y ' AED Assessment Job: �- wrightsc�ft" Date: Sep 22,so�a Entire House Bv� Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo(9DSGINC.biz Web:www.dakotasupplygroup.com � � ' • • For: Richardson Residence, Servin Plumbing and Heating Dassel Mn � - • • • � Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F� 70 75 Elevation: 837 ft Design TD(°F� 85 16 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 54.5 31.7 Drybulb(°F) -15 91 Infiltration: Dailyrange(°� - 19 ( M ) VUet bulb(°F� - 73 Wind speed (mph) 15.0 7.5 • � • - • • � � HOIIP�/aaZlClg LO� �a, � �4 $ � 4, 2 0 8 9 10 11 12 13 14 15 16 17 18 19 S1 Fdf d C6� /HouAy /Averege /P�imt Maximum hourly glazing load exceeds average by 28.3%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh Bold/italic valuea have been manually ovenldden � W�'i ht+S�ft' zo�¢se�-22�i:ss:o� �^�, � Right-Suite�Universal 2015 15.0.03 RSU16575 p�e� M.r4�h ...Anthony�Desktop�servin IoadsU2ichardson Res.rup Calc=MJ8 Front Door faces: N 4 � -r}�-,�rri�tsa�t- Right-J�Worksheet Job: Entire House oate: sep 22,Zo,a BY: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:872-597-8137 Email:tledo�DSGINC.biz Web:www.dakotasuppygroup.com 1 Room name Entire House WIC 2 Exposed wall 678.8 ft 57.7 fl 3 Room height 8.0 ft 8.0 ft heaUcool 4 Room dimensiais 15.3 x 13.6 ft 5 Room rea 4274.2 fl' 208.3 fN Ty ConsWclion LLvalue Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft� or perimeter (ft) (Btuh) or perimeler (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 12E-Osw 0.068 n 5.78 1.30 1197 1035 5979 1343 123 103 593 133 Habitat 1/Vindow 0.320 n 27.20 11 J6 50 0 1360 558 20 0 544 223 Habitat Window 0.320 n 27.20 71.16 24 D 857 270 0 0 0 0 11P0 0.290 n 24.65 8.18 86 88 2169 720 0 0 0 0 11 W 15A130ocw-8 0.096 n 4.25 0.00 366 366 1556 0 0 0 0 0 � 12E-Osw 0.086 e 5.78 1.30 751 699 4038 907 0 0 0 0 Habitat Window 0.320 e 27.20 36.97 46 0 1240 1686 0 0 0 0 Habitat VNndow 0.320 e 27.20 13.18 7 7 193 93 0 0 0 0 � 15A130ocw-8 0.096 e 4.12 0.00 293 284 1171 0 0 0 0 0 Habitat Window 0.320 e 27.20 0.00 9 0 254 0 0 0 0 0 W 18A-19ad 0.049 e 4.16 3.51 108 108 450 379 108 108 450 379 12E-Osw 0.068 s 5.78 1.25 1197 929 5369 116 123 123 709 159 4A5-2ovd 0.320 s 2720 21.99 42 0 1742 924 0 0 0 0 Habilat Window 0.320 s 27.20 21.99 130 0 3536 2859 0 0 0 0 Habilat Window 0.320 s 27.20 76.51 10 6 272 165 0 0 0 0 11P0 0.290 s 24.65 8.18 86 86 2114 701 0 0 0 0 W 15A13-Ooc.w-8 0.098 s 425 0.00 366 366 1556 0 0 0 0 0 � 12E-Osw 0.068 w 5.78 1.30 751 720 4164 936 0 0 0 0 7A-lgsnn 0.320 w 27.20 36.97 3 0 82 111 0 0 0 0 �G Habitat Window 0.320 w 27.20 36.97 27 0 742 1009 0 0 0 0 W 15A13-Oocw-8 0.098 w 4.25 0.00 293 293 1247 0 0 0 0 0 W 18A-19ad 0.049 w 4.16 3.51 108 108 450 379 108 108 450 379 P 12GOsw 0.091 - 0.00 121 213 273 0 258 0 0 0 0 C 16B-44ad 0.022 - 1.87 1.10 1756 1756 3284 1929 207 207 387 235 F 19A-30bscp 0.034 - 2.43 0.48 1 1 3 1 1 1 3 1 F 79A-30bstp 0.034 - 2.43 0.46 0 0 0 0 0 0 0 0 F 20P-30c 0.035 - 2.97 0.41 208 206 612 84 206 206 612 84 F 20P-30t 0.035 - 2.97 0.41 197 197 585 81 0 0 0 0 F 22�10tpm 0.355 - 30.17 0.00 1291 165 4974 0 0 0 0 0 F 22&10tom 0.355 - 30.17 0.00 5 1 18 0 0 0 0 0 F 22&10tpm 0.355 - 30.17 0.00 3 1 18 0 0 0 0 0 6 c)AE i exausion 0 -55 Envelope loss/gain 49233 16557 3748 1540 12 a) InfilVation 13349 1400 1498 158 b) Room ventilabon 0 0 0 0 13 Intemal gains: Occupants� 230 4 920 0 0 Appliances/other 0 0 Subtolal(lines 6 to 13) 62582 18877 5246 1698 Less extemal load 0 0 0 0 Less Vansfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 62582 18877 5246 1698 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 62582 18877 5246 1898 Air required(cfm) 884 884 74 80 Calculations aanroved bv ACCA to meet all reauirements of Manual J 8th Ed. �'�' wri�htSOft' � 2014Sep-22 11:36:07 Right-Suite�Universal 2015 15.0.03 RSU16575 Page t ...Mthony�Desktop�servin IoadsU2ichardson Res.rup Calc=MJ8 Front Door faces: N . � • � w,r�gt����t� Right-.1� Worksheet Job: Enfire House Date: Sep 22,zo,a 8,,: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55103 Phone:612-597-8137 Email:tledo DSGINC.biz Web:www.dakotasuppygroup.com 1 Room name Dressinp master Bath 2 Exposed wall 59.3 ft 64.5 ft 3 Room height 8.0 fl heaticool 8.0 fl heat/cool 4 Room dimensions 19.8 x 10.0 ft 1.0 x 246.9 fl 5 Room rea 197.5 ft' 246.9 ft' Ty Constructlon U-value Or HTM Area (ft') Load Area (it') Load number (Btuh/ft;°F (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.088 n 5.78 1.30 157 157 909 204 183 137 794 178 Habitat Window 0.320 n 27.20 11.18 0 0 0 0 0 0 0 0 Habitat Window 0.320 n 27.20 11.16 0 0 0 0 0 0 0 0 11 PO 0.290 n 24.65 8.16 0 0 0 0 46 46 1134 378 11 W 15A730ocw-8 0.096 n 425 0.00 0 0 0 0 0 0 0 0 V�/ 12E-Osw 0.088 e 5.78 1.30 80 73 420 94 58 55 318 71 4-r• Habitat Window 0.320 e 2720 38.97 7 0 188 269 4 0 99 135 �-G Habitat Window 0.320 e 27.20 13.t6 0 0 0 0 0 0 0 0 V+l 15A13-0ocw-8 0.096 e 4.12 0.00 0 0 0 0 0 0 0 0 �l' Habitat Window 0.320 e 27.20 0.00 0 0 0 0 0 0 0 0 W 18A-19ad 0.049 e 4.16 3.51 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 5.78 1.25 157 128 737 166 183 183 1060 238 4A5-2ovd 0.320 s 27.20 21.99 0 0 0 0 0 0 0 0 Habitat IMndow 0.320 s 27.20 21.99 0 0 0 0 0 0 0 0 Habitat Window 0.320 s 27.20 16.51 0 0 0 0 0 0 0 0 11 PO 0.290 s 24.65 8.18 30 30 733 243 0 0 0 0 W 15A73-Oocw-8 0.096 s 4.25 0.00 0 0 0 0 0 0 0 0 � N • Second floor N—i 5'-o"—►I �— wic Dressinc master Batl Bed 1 Master Suit Hall wa� bath bed 2 .lob#: Dakota Supply Group Scale: 1 : 92 Performed for: Paye� Richardson Residence 475 West Minnehaha Ave Right-Suite�Universal 2015 Dassel Mn St.Paul,Mn 55103 15.0.03 RSU16575 Phone:612-597-8137 2014-Sep-22 11:38:48 www.dakotasupplygroup.com tledoQDSGINC.biz ...�servin loads\Richardson Res.rup � . . First floor garage main floo Job#: Dakota Supply Group Scale: 1 :92 Performed for: Richardson Residence Page 2 475 West Minnehaha Ave Right-Suite�Universal 2015 Dassel Mn St.Paul,Mn 55103 15.0.03 RSU16575 Phone:612-597-8137 2014-Sep-22 1138:48 www.dakotasupplygroup.com tledo�DSGINC.biz ...�servin loads\Richardson Res.rup M � N , Basement basemen Job#: Dakota Supply Group Scale: 1 :92 Performed for: Page 3 Richardson Residence 475 West Minnehaha Ave Right-Suite�Universal 2015 Dassel Mn St.Paul,Mn 55103 15.0.03 RSU16575 Phone:612-597-8137 2014-Sep-22 11:38:48 www.dakotasupplygroup.com tledo�DSGINC.biz ...�ervin loads\Richardson Res.rup �r'�'g �� DAT TIME � CALLEDIN � CITY OF ORO ca—.�— INSPECTtON TI E CHEDULED .�_�.�r� PERMIT NO OMPLEfED ADDRESS OWNER ELEPHONE NO. ^ '' CONTRACTOR , . � DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING FINAL ' ❑ EXCAV/GRAOtNG/FIWNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y I�RAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL Z �❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL O SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � O DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �+?� ba�►"' —r3r��"Yk.�G br.ec�.� a ��� Q�{� �r��,ses�� 6QGG S O �� I � v�/�b� /��I�11ti/ L'J��✓�� r'V✓ ��/� ��wS � � rGa�w-- �� �s���n e v �r�c SS re�tr.�,r W (�il�i1�ra�t•�G .��,�rerrd ��v�'� sc�!s �1a•�4 s��.�s °C w h Q 2 � r �l o� 7-/'(.t L� c�' /J� ` ♦ W �/� ,C��s6� -�r[�t S�dv ,F�rL�s� /',e/�i�/� � /�j/ f%�O!/'l?-G �tJt K�'J6c�G� }!�.✓' QT�G "fr4SttSC� W ❑ RK SA�SFRC�ORY:PROCEED O PROJECT COMPLETE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q ❑CO CT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C next inspection 2a hours in advance. (952) 249-4600 Owne tractor on si : ��f 6� Inspector: ��-�' White Copyllnspector's File Canary CopylSite Notice � b/ / D�E�� TIME CITY OF ORONO CALLED IN � _.� INSPECTION O I SCHEDULED �a� PERMIT NO._ OMPLEfED ADDRESS l OWNER TEL ONE NO. � CONTRACTOR C � ' , � DESCRIPTION � - �� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWEfLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL ZINSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q p RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE O SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � a �,��rL �'.r u.L. rar�P,� — o �/ - ,C-!g !t� �/�,/D✓ f�✓r�e �- ' �' • C te I�.i s � �SDrmv -�x.•+e� rJ/ �a H,z c�i�sz�es '--T ° !iu o2X� �✓'r._� .t rs4 � W � Q Z - R���o-�' < <�r�Ks � � 6/�� — � � Ih��t SL/I�C ��G I/2iL� G/jG�T�i @/�i��� � �Gt✓ Cvl ar.0 h. � .c G[�G�! , i��! — �G .�r'i� �G� 4 r�f � rt.f �S lSG4S,� � W WORKSATI FACTORY:PROCEED ❑PROJECT COMPLETE � ��RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN iNSPECTOR WILL REfURN O STOP ORDER POSTED.CALL INSPECTOH �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: � Inspector. � Wh e CopyAnspector's Ffle Cenary CopylSite Notiee ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � ` PERMIT NO. ��y-��6 8 COMPLETED � �� ADDRESS��l6 �S(� �� �Q OWNER TELEPHONE NO. CONTRACTOR �tc ��� . � DESCRIPTION ��'s�� s t �c"��%�¢ . � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y�PRAIOIMG 0 MECHANICAL FINAL ❑ TREE REMOVAL Z��❑ INSULATION ❑ WOOD BURNEFUFIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP O PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE 0 SEPTIC MAINT. O FOLLOW-UP _ ❑ DEMO-FINAL O SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO ti COMMENTS: � � , � �trM t� �Y dl3l�l��/OIUd�'1 � O � � ° 15Li ��/rfJ� W � Q � W � W � J d ',�'u' W� .�s�.m�wKSATISFACTORY:PROCEED ❑PRWECT COMPLETE . W ❑CORRECT WORK&PROCEED �ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT 1NORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOH �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. orthe t inspection 2a hours in advance. (g52) 249-4600 Owne o ctor on s �°� Inspect �' White Copyllnapector's File Canary CopylSke Notfae DATE �J CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��� PERMIT NO.;�/%/�'�'��� COMPLETED ADDRESS ��1� 'S �� � ' OWNER TELEPHONE NO. CONTRACTOR ��� e �y�� - �; DESCRIPTION �Q� �t �l'�G� �rt?.�t��tc � ' l4 ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL IDS Q Q�FRAMING Z ❑ INSULATION Talked to inspector from Metro West, this is Q ❑ RADONSLAB inspection is part of the permit for � ❑ FINAL additionjremodel Permit #2014-01068 v ❑ DEMO-SITE _ ❑ DEMO-FINAL /AL J ❑ PLUMBING RI LJ SEPTIC FINAL LJ FUUNUAI IUNMtMUVAL � OWNERICONTRACTOR TO MEEi YOU:_YES_NO 1 � ° COMMENTS:� �bt�t� �s ' c�'��� .��e�s -e�rr��n a !�' � -�/as� � ��'►� �!�'�•— , � o G�C��', ,��A�r ' �t�.v�t K,� ,J��'' Dl K - t � � ��Q'� � � �/1s�i� e o G�5� .,r��S' �/� �� ° Prev .� 'o�' �r/ -�r •6�s� rte,�-2`s s QFrvr�l� ,Oa��j — �,���%� - OK �' ///GU � /K4.�t� k S��+la✓I '�i vstS �'`s �.� ` � � rG r.�,e �r�hs '�✓� ���'`1 r,�s - j /'OV , 2 �O� � 1� 6 lG�`U.C. �( � ❑WORK SA�SF�ORY:PROCEED ����� �"�[J PROJECT COMPLEf E � �cORRECT WORK&PROCEED �! ����� ❑ ISSUE CERTIFICATE OF OCCUPANCY � �O CORRECT WORK,CALL FOR REINSPECTION�d � TEMPORARY � BEFORE COVERING /� PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ion 2a hours in advance. (952) 249-46�� c Ow erlContractor on site: �G inspector. White Copyllnspector's File Canary CopylSfte Notice /` L'� � DA E y�, T{IVIE CITY OF ORONO CALLED IN � O J�o INSPECTION N C +O f�SCHEDULED � � PERMIT NO. COMPLETED ADDRESS ` � OWNER TELE HON NO. bi2 '�5 �2� CONTRACTOR ��� � DESCRIPTION �r��`� — � ��� � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y�'FFRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q p RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � � FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J 0 DEMO-SITE ❑ SEPTIC MAINT. p FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL � HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNEWCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W � a �/�s�rt••r,� G�r✓�GL�`otiS r�i'ovG�vl �i 0 ',�'ro� � �,� �o�Glt�S �- .�ar�S ^ � �_��.i/ c���QG .D�rt�fi��sa•�.F �i�- ° /��� � �alc.-S.�P � W �, � Q � Lp r r��fr o.(C q�- �3 d�l � W � j d W ❑WORKSATISFACTORY:PROCEED ❑PRWECTCOMPLEfE � ORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CARRECT W CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. inspection 24 hours in advan�. (952) 249-4600 Owner/Contractor on tor: Whi e CopyAnspector's File Canary CopylSfte Notics �� �� DATE TIME t , A V CITY OF ORONO C LLED IN INSPECTION NOTIC�_�C�,r, SCHEDULED _z�S PERMIT NO.�/�/ d COMPLETED ADDRESS � '1�- � C�t.) O(U� —/� OWNER TELEPHON O. (,�'��������Z CONTRACTOR � �c�',��. � DESCRIPTION l�-- C'�� ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERlCONTRACTOR TO MEET 1�OU�YES_NO � COMMENTS: � _ c4'. Lt/��r, �'rG/'e 5 .��'O v��J�!l � � � O � � o� l�i,..�.� G.�L ,�j' � W ' �'.�,�f�.� ,.�_ _ C�K � Q 2 b/L �- Gv�e ✓ W � W � � � RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlConVactor on site: Inspector.�, '� 0 u�^ �y ��; J f White`�opyllnspector's File Canary CopylSite Notice - n��� � DATE TIM `� CITY OF ORONO CALLED IN z �f���-�-��� INSPECTION NOTIC SCHEDULED /���� O' � PERMIT NO. ' �l � COMPL ED ADDRESS �� � OWNER T PHO E Nb.���-�g5��0� CONTRACTOR�� G �7��-✓ ' ` �J � DESCRIPTION �� lN ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J �FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4! ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNE T� YOU�YES_NO _ � � MMENTS:���C. /�..�tEG - �j � �� I S � a �� ��o d i(�cu S wl olC� �e��c�d�'t � :�, d!� � [�E��rv�..�.s � �d ���i'�L�4 ✓ lt�t t/f•-v '' /� ` d3' �baP � �r+s . ° r��'�5� Ti/�i W - r � /7�i`d r/ �a�. �51� ��c� � Q �i �,,d,,�f� 3 ••_ � ��/G /E �j�G.O m''(��` " 7 /� L � /� � — �c7���Lf s�4"'.�'> � /lt K�c �LS • � Go r r��i -{- C.ridl' �dd r��SD�aYc � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPIEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerfContractor on site: �r C-� Inspector. �,.� �-- � U White Copyllnspector's File Canary CopylSite Notice