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2229 Wall StI � ` � �,iy� ` �� .� �I �3 . ,. � � � L ' v'J(�,,. ��..� � ��t/' ��y� ___Use BLUE or BLACK Ink Y � '' `� 1 FO[OffiCB Use � �� l �`� � l� ��`' ' �� 16Ol l�� 11 �"2 C� �_ Pennit#: � , t 3 I � � � � i J � , � Permit Fee. �� i 3 8 3 0 Pi lo t Kno b Roa d � G � Eagan MN 55122 � Date Received: � '� � Phone:(651j 675-5675 G".J � � C i Staff: 1 Fax:(651j6T5-5694 � r. ! ,� a- � � � ��' � `� ________________ �� 201'�RESIDENTIAL BUILDING PERMIT APPLICATtON � r�1J� Date: �a— �Z 1 Site Address: �-2 Z ! �'l��L� �i�'2��-T Unit#: � ��'1 Name: ��Nnr,��r�'1 �:�i�-id;.��, ��P Phone: 7 S 2- � D°I• 3 {�a'�$ Resident/ �1�- ��-� Owner adaress i c�ty i z�p: 2 Z��7 i�til�L� s r rz�fz i Appiicant is: Owmer Contractor [�' 1�1�'!i�5�!�h- �a��d'S � � (�-3 � � _ � ._ . _.. _ � . _ _ ,_. ._,� � _ . - n Description of work: /✓�� t...0•v s Tn-v c-'�i�pr�J �I� '�1�<e ��.�S j Type of Work Construction Cost: 7�� /` Multi-Family Building: (Yes /No� Campany: ��J�t�til.i�r++ i�i0 . �� . Contact: -c1 O�- Contractor Address: 2�00 W�s� �`t Q.� ��W 2 g �=' �2,y st.0 s J iLi�. P Stafe: h� +`� Zip: �J' �3� 7 Phone: )S rZ ' �'�Q ` 30d� l.icense#: �� t tc� Lead Certificabe#: ` If the project is exempt from Isad certification, please explain why: (see Page 3 for additional information} \ J\ COMPLETE THIS AREA ONLY IF CONSTRUCTfNG A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? : _Yes �No If yes,date and address of master plan: Licensed Plumber: � 1�k��n1 �L Js��,;N � Phone: ✓�/ "��3 '" �a 0� ` �wechanica�Contractor: ��- ��- . Phone: (�o�1 — 3�l3°•��t 4�i sewer 8�Water�ontractor. S t�6�..-�-� �t-��^8 �"`� Phone: �._.w_ r- _ ��_ .a �__ NOTE:P/ans and supporting documents that you submit are considered to be public ir�formafion. Portions of the informafian may be classifred as non public if you provide specific reasons that would permit the City to « conclude fhaf they are trade secr+ets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateanecalt.o�a I hereby acknowledge that this infonnation is complete ar�d accurate:that the work wi8 be in conformance with the ordia and codes of the City of Eagan;that 1 understand this is not a peRnit, but only an application for a permit, and work is not to sta without a rmit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building pem►i#issued in accordance with the Minnesota State Buyt ng Code st be completed within 180 days of permit issuance. x � �� • L"'t�t�� X Applicant's Frinted Name � gnature Page 1 of 3 � , . .2.�:2-� �J- +� S�. ` DO NOT WRITE BELOW THIS LINE � (J�� /� SUB TYPES �'`a _ Foundatio� � Fireplace� _ Porch{3-Season) _ Storm Damage �Single Family _ Garage + Porch(4-Season) _ Exterior Alte�ation(Single Family) _ Multi _ Deck _ Porch(ScreeNGazebo/Pergola) _ Exterior Alteration{Multi) 01 of Plex Lower Levet Pool Misceilaneous _ Accessory Suilding WORK TYPES �New _ Interior Improvement , Siding _ Demolish Buiiding' _ Addition _ Mave Building _ Reroof _ Demolish Inte�ior ' _ Alteration _ Fine Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall 'Demolition of entire building-give PCA handout to appiicant DESCRIPTION Valuation �� Occupancy �1�� "" � MCES System � � Pian Review Code Edition ��"� SAC Units (25°/a,100°l0� Zoning = � City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buiidings Length � Fire Sprinkiers Type of Construction �_ Width �� i� REQUIRED INSPECTIONS � Footings(New Buildingy Meter Size: Footings(Deck) � Final/C.O. Required Footings(Addition� Final l No C.O. Required � Foundation HVAC_Gas Service Test Gas Line Air Test Drain Tile Other: Roof:_Ice&Water ,Final Pool:_Footings Air/Gas Tests _,Final � Framing Siding:_Stucco Lath _Sfone Lath _Brick � Fireplace:�Rough In Air Test ,�Final Windows � Insulation Retaining Wall:_Footings_Backfill_Final � Sheathing � Radon Control � Sheetrock � Erosion Control Reviewed By: �� , Building Inspector RESIDENTIAL FEES � j�, t` �.- (/ � �� Base Fee ��. �� ( ' � � ��'�� 7 ' � '� Surcharge �' �� f� �,��`"� � � �'�' �"� ��d�� c�� a�� Plan Review � �� MCES SAC � �`'�,"��°�",,=,'",r`��' �� `'°/�� -��i�� City SAC L ,� �� Utility Connection Charge � � 7r� � �� '�� ,�� S8�W Permit 8�Surcharge �'�� Treatment Plant "� dt.� � � �g �"= ��g � ��.� Copies �'"�t"�� . TOTAL t �r ��. '�" ! �S � �� . �� e� �� ,� � � �¢ ��`�� ' � y Pe Fleck ��Zt'YI � � ��`7 � � From: I,Shawn Hilla <shawn.hilla@vennehjem.com> Sent: I�Wednesday,June 10, 2015 6:53 AM To: ' Pe99Y Fleck Cc: ',shawn.hilla@vennehjem.com;Joe Hilla Subject: �, FW: Plumbing Estimate for Vennehjem Building corp.2229 Wall Street, Eagan MN 155122 Good Morning, ' We have an existing permit with fihe city Eagan for the address of: 2229 wall street ' Eaga n, M N 55122 ', We are changing aur Plumbing co,ntractor to the following: ��ti 'r�hc�fi' �""-,.:n ��i�r�r�j��t i��r�� cta��ra��m��.�r�; �.� �t��tn��t�4� ��it� 1 ' �us�r��€��,�9 5�3��`' �'h�?n� �� "��'S�" ��r��Er�`�� x�e�i�ed' ��': �� .�� -�3��: Let me know if there is anything else that you need from me. Please confirm receip�ot this em�il. Thank you, S�iawrl Hill� ' Project Manager Vetuiehjem Building Carp. ' ZS00 West Caunty Road 42 suite 9 Burnsville,MN 55337 ' Wot•k: 952.890.3400 ' Cell: 952.807.�8?0 Fax: 952.890.928 i Email: Shawn.hilla�a,vennehjem.com' Website:Vennehjem.com �, ___________ ._..�... _---.._._ __.._ ----- -------- - ___..__..._. _�....n_.._._.�.. From: Dean Kirchoff[mailto:dkirc,hoff@rtmooremechanical.com) Sent: Tuesday,June 09, 2015 11`.22 AM To: Shawn.hilla@vennehjem.com� Subject: RE: Plumbing Estimate�or Vennehjem Building corp. 2229 Wall Street, Eagan MN 55122 ' 1 � � �� New Construction Energy Code Compiiance Certi�cate Per N t 101.8 Building Certificate.A building ce�tificaze shall be posted in a pecmanently visible location inside Date CertificAte Posad the building. The certificate shall be completed by Nte builder and shall list infotmation and values of com onenu listed in Tabie N1101.8. �2/�2/�4 MaiGng Addresa of ihe DwelliuQ or DwelBug Unit Ciry 2229 Wall Street Ea an, MN ��n�l��_ 1Vame of Residwtial CoahaMOr MN Licrose Nue�ber Venneh'em Buildin Cor . BC90$964 THERMAL ENVELOPE RADON SYSTEM o Type:Chedc Ali That Apply Passive(No Fan} � � � � � ,� � Active{With fan mrd monnm¢ter or House area 5918 Sq.Ft. o �� y � .., � ;� � otl�rsysremmoniroringaevtce} Q o � V o� .� � a Number bedrooms A# � o � � � � � � � > � z o � � `� C� .� � �� ° '`E '� � '� `� � .� ,� � � � N ,o Insulation Location [-° � Z w w w° w° � a° c� dther Please Describe Here Below Entire Slab X Foandation Wall R10 X Imerior Perimeter of Slab oe Grade R�� X Rim Joist(Foundation) R13.4 X mterior Rim aoist(1"`P7oor+) R13.4 X Gx�tor wau R19 X Ceiling,i�t R44 X ce��;og,vau�tea R44 X Bay Windows or caetilevered areas R43 X Room over garage FLOOR R43 X Deseribe other insalated areas I Windows&Doors Heating or Coolin Ducts Outside Conditioned Spaces Ave.U-Factor(excludes skylights&one door)U: 0.28 Noi applicable,all dacYs I�aYed in conditioned space Solar Heat Gain Ccefficient(SHGC): 0.31 R-value MECHANICAL SYSTE Make-up Air setect a Type ApplianCes Heating System Domestic Water Heater Cooling System Not required per mech.code Fuel Type Natural Gas Electric Electric Passive Manuiacturer LENNOX RHEEM LENNOX Powered ML193UH090P48GCC85 Intertocked with exhaust device. Model RHE-PR052-2 13ACX-048 Describe: �� 88,000/50,000 C��v� 50 G81 �°�"i'" 4.00 Other,describe: Rating or Size BTUS Galloos: Tons: H� 96 675 H�� 44 059 Location of duct or system: Strncture's Calcutated Loss: � Gain: ' '�°� 93% SEER: �3 HSPF% Catcuiated 44,059 Efficien coolin load: Cfin's "round duct OR Mechanlcal Ventilation System "metai dnct Describe any additional or combined heating or cooling systems if instalied:(e.g.two furnaces or air Combustion Air Select a Type ource heat pump with gas back-up furnace): Not required per mech.code Select Type Passive Heat Recover Ventilator(HRi� C ity in cfins: Low: 98 High: 195 Other,describe: Energy Recover Ventilator(ERV)Cagaciry in cfms: Low: High: Lceation of duct or system: Continuous exhausting fan(s)rated capacity in cfrns: N/A Location of fan(s),describe: Cfin's Capaciry continuous ventilation rate in cfins: "round duct OR FLEX Total ventilation(intermittent+continuous)rate in cfins: "metal duct Created by BAM version 052009 Ven#�lation, Makeu� and Combustion Air Calculatians tnstructions and Example These instructions and blank submittal foems are avallabie at the Building Safety website and at the Building Safefy�f'�ce. The c�mpieted form must be submitted at the time af appiication ot a mechanicai permit tor new consWction. AddlGonal fortns may be downioaded and printed at: www.iadbault.org/depaRmenfs/buJtdingcx�de/program. Site address �� r�,�[ �� f.� O Contractor � �� CamB eted . S@Ct10l1 A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1} � 8quare Peet(�ondlrio�ed erea T�oluding �� . _ � � Bassment—finished or u�nisheti} Total required ventilation 3 � ' Number of bedrooms I Continuous ventifation Qire�tit�ns-Determine the total and continuous ventilation rate by either using Table N1�Q4.2 or equatron 11-t. lnsert the square fsaotage, total required ventilation and confinuaus v�ntilation in the Mechanicat Submitta/form. The fabte and equation are below. Tabie N1104.2 Total and Continuous Ventilation Rates in cfm Number of Bedrooms 1 Z 3 4 5 � Conditioned space TotaU Totat/ Tatal/ Total! TotatJ Tatai/ (in sq.ft.} contEnuaus contin�ous continuous cantinuous continuous continuous 1Q0t?-15Q0 BO/40 75/40 90/45 105J53 120160 135i68 1501-2000 70140 $5/43 10U/50 115/58 130/65 145173 2001-25Q0 $Of4a 95/48 110/55 125/63 140/70 155/7$ ! ' 2509-3000 9Q/45 105/53 135/68 150/75 165J83 i 3001-3500 100/5p 115/58 130l65 145/73 160/80 175/88 354'!-4000 110155 125t63 140I70 155/78 170/85 185193 4001-4500 12Q160 135/68 150/75 165183 180/9Q 195/98 4501-�000 130/65 145/73 160/80 975/88 190195 205/103 5001-5500 140/7Q 155/78 170l85 185/93 2Q0/10Q 215/108 5501- Oda 15Ql75 165/;83 180/90 95/9 210/105 225/113 Equation 11-1 (0.02 x square feet af conditianed s ace �+[15 x number of bedraoms+ 1)]�Tatal ventilation rate(efm) ,_._ _ . . � � .. � � Example: Total ventiiat�on—Tk�e mechanical ventilation system shall provide su�cient outdoor air to equai the tatal ventilation rate average,for each one-hour period according ta the aboue table or equation. For h�at recovery ventilators(HRV)and en- ergy recovery ventilators {ERV)the average hourly ventilation capaeity must be determined in cansideratian of any reduc- tion of exhaus#or out autdoar air intake, or both,for defrost 4r other equipment cycling. Continuaus ventilation-A minimum of 50 percent of the totaf ventilation rate,�.��t not less than 4Q gfm,shail be provid- ed,on a continuous rate average for each one-hour period. The portion af the mechanical ventitatian system intended to be continuaus may have automatic cycling controis providing the average fiow rate for each hour is met. venc-makeup-comb air�NSTRUCT�oNS.dac Page 1 of 6 Section B � Ventilation Method ! -,,- Ghoose sither balanced or exhaust on! Balanead,HRV(Hea1 Recovery Ventilator)or ERV{Energy Exhaust on�y �Recovery Vent,iator}—cfm of unit in low must noY exceed con- + Cantinuous fan rating ir�cfm tinuous ventilakion ratin b mare tl�an 100°!0. t Low cfm: `� (� High cfm: j Continuous fan rating in cfm(capacity must not exceed $� 3 ``'' �S � �� continuous venti{adon ratin b more than 100°/n Direcfions-Choose the methad of ventilation, ba/anced ar exhaust anly. Balancecf ventilation sysfems are typica(!y HRV or ERV's. Enf�r the/ow and high cfm amounts. Lpw cfm air flow must be equat ta ar greater than the required confinuous ventilatron rate and less Phan 100%greater than ihe continuaus rate. (For instance, if the!ow cfm is 40 cfrrr, fhe ventilation fan must not excesd 80 efm.) Autorrrafic conCrals may allow the use of a targer fan ihat is operafed a percentage af each hour. Section G Ventilation Fan Schedule , Description Location � Gontinuous Total Ventilation ? Exttaust fan Main bathroc3m �.� �� 8t? —.—._.� � �xhaust fan Ma�tec bathroom SCM ' Hc�od Kitchen 15Q 1 Directrans - The ventilation fan schedufe shou/d describe what the fan is far, the location, cfm, and wheth�r it is used for continuous or total ventitation. The fan that is chos�for continuaus ventitatiar+must be equaf to ar greater than the taw cfm air rating and less fhan 10Q%greater than the contrnuous raie. (For instance, if the low cfm is 40 cfm, the cantinuaus ventitafion fan must not exceed 8Q cfm.) Automatrc contrafs may altow fhe use of a larger fan that is operated a percent- age of each hour. Section D � Ventilation Contrafs Descr9be o ration and ccrntrol o(tha wntinuous ventilatian � For this s ific exam e the rnatn ba#hroam is the fan#Qr ct�nbrtuous varr�la#ion. l.oc�t�#�e�t+dt in dose roximit to the main bathrc�om. Thi�swttch must be i�b�eied. An irr�iceta�1` t�t tn� be witti#he _ switch if it is cen#�ali loc,et�i or reinote� #acatec�in�centr�l las�ian< 1tUhr�ri a�ne�tch�utifi�the�r��fic�fot I' ht mu�t be on when th� ' uir�d continuous v�r�t3tatian fan is ti+�nat: L� � Drrections-Describe the operatian of the ventitat+on system. There should be adequate detail for plan reuiewers and in- spectors to verify design and installativn comp/iance. Relafed trades also need adequate detait far placement of controls and proper operafron af the building ventilation. If exhaust fans are us�d for building ventilation, describe the operatian and iocation of any controls, indicators and/egends. /f an ERV or HRV is ta b�inst�lia�d, describe haw it wifl be instalfed. lf it will be connected and interfaced with the air handting equipment, please describe such connections as d�tailed in the manufactur�s'instaliatian instructions, tf the instal/ation instructions require or recommend the equipment to be inter- locked with the air handling equipment for prppsr oper�tion, such intc�rconnection shall be made and described. Section E ': Make-up air for venti{ation i � Passive (determined from calculations from Table 501.4.1} f � Powerad(determined from calcutations from Table 5Q1.4.1) Interiocked with exhaust device(determined from calculation from Table 5Q1.4.1} Other,describe: ! i Lacation of duct or system ventiiation make-up air: Decerrninea rrom make-up air openi�g ta�ie , , - ��—R—��-Cftn��°�'��`�`�` -'��^-'��` ��(lj Size and type(round,reetangular,flex or rigid) ��-- L� ..__ (NR means not required) Page 2 of 6 Directrons-!n vr�'er to deterrrtine the makeup air for ventilation, Tab/e 501.4.1 must be filted out(see belaw). For mast new installations, column A will be appropriafe, however, r'f kitchen hoods exceed 300 cfm, atmaspherically vented appli- ances or solid fuel apptiances are insta/ted, use the appropriate column. Please note, if#he makeup air quantity is nega- tive, na additiona/makeup air wiU be required for ventitatfan, ii the value is positive refer to Table 5Q1.4,2 and size the opening. Transfer the cfm, size of opening and type(round, rectangu/ar, flex or rigid) to the last line of secfion D. The ventilation mske-up air suppiy must communieafe with the exhaust applianees. ; Tabie 501,4.1 ' PROCEDURE TO OETERMINE MAKEUP AIR QUANfTY FQR EXHAUST EQUfPMENT fN DWELC.INGS � Additlonal makeu air wi(I be re uired for cambustion a tfances,see KAIR method for caiculations One ar multipfe power pne ar multipls fan- One atmosphencally Muitiple atmosph�ri- vent or direct vent assisted appliances vent gas ar oil appli- cally vented gas or oil ! appliances or no com� and pawer ve�t or ance or one solid fusi appliances or solid � � bustion appliances direct vent appliances appliance � fuel appliances i � Column� Colum�A � Column B Column C _.__..-- _� _ �`,, � � ; � j a}pressure factor � �.15 � Q.09 0.06 0.03 � ' cfm/s�� E f I � � b)conditioned flaor area(sf)(includ- ��(jp��,� � � in unfinished basements Estimated House Infiitration(cfm): 45C1 r"; r� � 1a x 1b1 �� 2.Exitaust C�pBCity a)continuaus exhaust only venCila- � � � � tian system(cfm);(not appiicable to /�l-^,Q ; � balanced ventilatic�n systems such � [ as HRV b}clothes dryee(cfm) � 1�5 135 135 135 c)80%of(argest exhaust�ating � �� (Cfn1}; ' 1:�`JO X.��r. I ; (not appiicable if reeirculating sys- � ,�� i ` tem or if powered makeup air is � � ei�ctricaity interlockeC and ma#eh fo � k�� 1 �exhaust�...,�_ '� �'� • � � �� ' � d)$Q°j lo of next largest exhaust rat- ( �� ing(cfm); (no2 applicable if recirculating sys- NA k :, tem or if powered make�p air is � electricaliy interlocked and matched � � I ' � tp exhaust j Totai Exhaust Gapecity(Gfm), �� 2a+2b+2c+2d �~�' 'J� � 3. Makeup Air Quantity(cfm} � a)total exhaust capacity{from �� a6ove ! b)estimaled house infiiitrat'ro�(from q�p �,.�.r� � C above � Makeup A+r tlua�tity(cfm); � (3a—3bj E j (if vaiue+s negative,no makeup air ! ""�� -�t� is needed� � ; 4. For makeup Air Opening Sizing, t+i�:cequir8d,t�eg8t9vei �' � g refer to Tabie 5Q1.A.2 huml��r � `�� SZ�:�t-f(.�'� �-�� , A. Use this column if there are other than fan-assisted or atmospherieally vented gas or ail appliance or it there are no combustion appiianc- es.(Power verrt and di�ect vent app4iances may be used.} B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other tnan afmospherically vented appfiances may aiso be included.) C. Use this column if there is one atrnospherical�y ventad(other than fan-assisted}gas or oil appliance per venting sysfem or one solid fue!ap- pliance. D, Use this calumn if khere are multipie akmosphericaify vented gas or oif appliances using a common vent or if there are atmosphericaiky vented gas or ail appliances and solid fuei app{iances. Page 3 of 6 Direcfions- The Minnesota�uel Gas Code method to calculate to size of a required combustion air opening, is called the Known Rir lnfiltration Rate Method. �or new construction, 4b af step 4 is required to be�lled aut. The example assumes a typical 3,00(}square foot nome with a �nished Basement that has a mechanical room that is i0 feet wide by 12 feet long with an 8 foot eerling. !t aiso assumes instaHatian of a 70,000 btu, 2 pipe condensing furnace;and a 40,000 Bfu, power , vented water heater. ,i i IFGC Appendix E,Worksheet E-1 ' Residentiai Cambustian Air Caiculatiqn Method (for Furnace Boiler and/or Water Heater in the 5ame Space �Step 1:Complete vented com�ustion applianae informatian. � � FumacelBoiler: � i _Draft Hood _, Fan Assisted '._ �,Direct Vent input: 7Q��ulhr � {�ot fan-assisted 8 Power Vent --- � � Wafer Hcater: Drait Hood CZ Fan Assisted �Direet Vent Input_ 40:000 Btuthr , not fan-assisted) 8 Power Ver�t Step 2:Caiculate the voiume af the Combustion Appfiance Space(CAS)conkaining combust�on appliances. � The CAS inc6udes ali spaces onnected t one anokher by code compliant openings. GAS vofume:�§Q ft' I E �j ;�C � � }� �__ I:tY'.�' t�X H X W=8 x 10 x t2 x 980 CubiC feet i � Step 3:Deterrnine P�ir Changes per Haur(ACH}1 � � Default ACH vaiues have been incorporated into Table E-1 for use with Meth4d 4b{KAIR Method}.if the year � of construction or ACH is not known,use method 4a Standard Method. Step 4:Determine Required Volume#or Gombustion Air. 4a.Standard Method Tatai BtWhr input of ail combustion appliances(DO NOT CC7UNT input: BfuJhr DtRECT VENT APPLIANCES) Use Standard A�fethod calum�in Table E-4 to find Total Required TRV: ft' Volume(TRV} � If CAS Volume(from Step 2}/s greater than TRV then no outdoor openings are needed. € � 1�GAS Volume(from Step 2)is less than TRV then go to STEP 5. ! � 4b.Knawn Air Infiltration Rate(KAIR}Method -� � � Total BtuJhr input of alt fan-assisted and power vent appliances Input: 44.{�LiO �--` Btu/hr {Dp NOT COUNT C3IRECT VENT APPUANCES) --�, ' Use Fan-Assisted Appiiances calumn in Taq1e E-1 to find RVFA'� t� ft' Required Volume Fan Assisted(RVFA} Total Btu/M input oi all non-fan-assisted appiiances Input:� 4 V Btu/hr ! ; Use Non-Fan-Assisted Appfiances cotumn in Tabte E-1 to find RVNFA: ;p�r�, ft' iRequi�ed Volume Non-Fan-Assisted(RVNFA) � Total Required Volume�,TRV}=RVFA+RVN�A 7RV= 3:ti0U +�= 3:t3�'l Ka _------�-_.-.._._.__ .. . ._ ..__ __. If CAS Voiume(from Step 2)is greater than TRV then no outdoor openings are needed. o u e ra en o'"STEP 5:"" " Step 5:Gaiculate the ratio of available interior volurrre to the totai required volume. Ratio=CAS Volume{from Step 2}divided by TRV(from Step 4a or Step 4bj �� - Ratio= C ` - i Step 6:Calculate Reduction Factor(RF). i RF= 1 minus Ratio Ratio RF=1- _ � Step 7;Calculate single outdoor opening as if a!I combustion air is irom outside. Total BtuJhr input af all Combustion Appliances in the same CAS Input:,40.�0 Btu/hr l (EXCEPT DIR�CT VENT) Combustion Air Opening Area(CAOA):Total Btulhr d/vided � ' by 30Q4�tuihr�er in` CAOA=��,Q 13000 8tu/hr er in'= in� i Step B:Galculate Minimum CAOA. ( Minimum CAt?A=CAOA mutH lled b RF Nlinimum GAOA= x = �n? Step 9:Calculate Combustion Air Opening diameter(CAOD} , CAOd=1.13 muitiplled by the square root of Minimum CAOA CAOD=1.13 d Minimum CAOA=�.A in ! CAOp=1,13 x s are root nf 19.07=3.A o to neict s�e 4 ir�ri ru 51r�tti flex du�t � 1 tf desirecS,ACH can tze determined using ASHRAE caiculation or blower door test.Foliow procedures in Section �G304. � Page5of6 {Illlanual S Comt1 iiance Report �°�� f� Date: Dec 10,2014 ��N� Entire House BY: ' � - • • For: KANAN AN� Sl1SAN 6UZUYA 2229 WALL ST., EfiGEN, MN • � f f • Design Conditions Outdoor design DB: 87.8°F Sensible gain: 40314 Btuh Entering coii QB: 76.1°F Outdoor design WB: 71.8°F latent gain: 4540 Btuh Enteerir�g coi(WB:62.9°F Indoor design DB: 75.0°F Total gain: 44854 Btuh Indoor RM: 50% Est+mated airflaw: 1880 cfm Manufacturer's Perfarmance Data atActual Design Conditions Equipment ty�: Split AC Manufacturer: LEhINQX Model: 13ACX-048+C33-49C Actuai airflow: 1$80 cfm Sensible capacity: 0 Btuh 4%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0°l0 of load SHR: 0°10 . � • Design Conditions Outdoor design DB: -15°F Heat loss: 94012 Btuh Entering coil GB: 68.6°F Indoor design QB: 70.0°F Manufacturer's Per#ormance Data atActual Design Gonditions Equipment type: Gas fumace Manufacture�: I.ENNOX Model: ML193UH090XP48C Actual airflow: 1880 cfm Output capacity: 82QQ0 Btuh 87% of load Temp. rise: 0 °F The above equipment was selected in accordance with AGCA Manual S. 2014-Dea 11 09:45:57 .` '�'�'�" wrightsoft" Right-Suite�fJniversat 201313.0.08 RSU11S49 peg8� /�� C:V,Jsers�kevinlDoamenLSlSUZUYA.rup Galc=MWS Front Door faces:N /� . N , MAtN LEVEL MAtN I.EVEL i I Job#: Scale: 1 : 127 Performed for: Page 2 KANAN AN D SUSAN SUZUYA Right-Sutte�Un'tversat 20 i 3 2228 VUALL ST. 13.O.Q8 RSUt1649 EAGEN,MN 2ota-�ec-�1 OS:a6:05 C:1Use�sUcevinlQocuments�SUZU... _.,/► . N UPPER LEVEL uF��E:�z�.�v[� Job#: Scale: 1 : 127 Perfarmed far: Page 3 KANAN AND SUSAN SUZUYA Right-Suitet�Universal 2013 2229 WALI ST. 13.O.Q8 RSU11649 EAGEN,MN 2014-Dec-11 09:46:05 C:1Use�sUtevintiQacume ntsiSUZU... � � , IOWER LEVEI. � <�....�-.— LQWER LEVEI Job#: Scale: 1 : 127 Performed #ar: Page 1 KANAN AND SUSAN SUZUYA Right-Sufte�Universal 2013 2225 WALL ST. t3A.Q8 RSU11649 EAGEN,MN 2014-Dec-11 09:46:05 C:1Userslkev in�DocumentslSUZU,.. � �.oads far Multir�I� Orientations Jab: M Date: Dec 10,20't4 ,� ,�� Entire House �Y� ° • - s a �or. KANAN AND SUSAN SUZUYA 2229 WA�L ST., EAGEN, MN ! - e s • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indaar temperaturs(°F) 70 75 Elevation: 837 ft �esign TE} (°F} 85 i3 Latitude: 45°N Relative humidity(°lo} 30 50 Outdoor: Heating Cooling Moisture difference(gr/ib) 37.7 28.5 Dry bulb(°F� -15 88 Inflttration: Daily range(°F) - 19 (M ) Wet buib(°F) - 72 Wind speed(mph) 0 p Front Door North Northeast East Southeast 5auth Southwest West Northwest Sensible Laad(Btuh� 39195 32931 440$1 48179 38292 279$3 37355 43076 LatentLaad(Btuh) 4864 4684 5Q2Q 5167 4825 4483 4775 4984 TotalLoad(Btuh) 44059 37615 49101 53346 43118 32466 42130 48059 Heating AVF (cfm) 1880 1580 2120 2318 1833 1333 1779 2060 Caoling AVF (cfm) 18$0 1580 2120 2318 1833 1333 1779 2460 Bullding Orientation Gooling Load 60Q00— SQOOQ;- '�~ � m 4Qa00--- B i � � � ' � 30�U-�- U � a ti $4064-*- 1 Q000+- p � r _._�_ ___A�� ..� _ _ _�_....__._ ___ �__--�_�.� ..... ..�_ . _ ._ � t—_.. . N NE E SE 3 S°N W MW Directipn Front Doar faces Current Orientation: Front Door faces North Highest Coofing Load� Front Door faces Southeast Caiculations approved byACCA to meet all requirements of Manuai J $th Ed. 2014-Deo-tt 09.45:56 !�.t� '�'�' wrightsoft` Right-Suite�lktiversaf 201313.0.06 RSU11649 page t AC,S,.A C:WsersUceviMDoaamentslSUZUYA.rup Cetc=MJB FrontDooriaces:N Ri ht-.lC�?Worksheet �4�' ��R�� Entire House Date: Dec 70,aa,a BY: 1 Room nams MAIN LEVEL UPPER IEVEL 2 Euposed waii 224.0 ft 172.(1 ft 3 Room height 8 Q ft heatfcoai 8.0 ft heaUcooi 4 Roam dimens�ons 1 0 x 2238 0 ft 1.0 x 1442.a ft a 5 ftoarn area 2238.0 ft° i��.Q Ty Construct�on U-value tk HTM Area (ft'} L�ad �ea (ft� load number (Btuhlft?°F) (Btuhtft�j or perimeter �ft} (Btuhy or penmeter (ft� {Btuh} Heat Cool Gross N/P/S Neat Cool Gross NiP/S Heat CoW 6 W Frm wa{f,7k5'woad 0.244 n 20.38 B.Od 61 51 1039 3Q6 0 0 4 4 �J 12E-DSw 0.068 ne S.7F 1.08 328 308 1778 333 312 342 1744 327 ; C� 2 glazing,cIr Ioav-e 0.284 ne 23.77 22.85 a 0 Q 0 10 0 238 228 L.--Q 11 N0 0.350 ne 29,72 8.75 20 20 589 174 0 0 0 0 11 W Btk wall,2`k4"wood Q.341 ne 1`7.34 2.71 0 0 0 0 0 0 0 Q W Frm wall,7kC"wood 0.240 e 24.38 6.Q0 71 71 1447 426 4 � 0 Q 12E-Osw O.Q68 se 5,77 1.08 � 0 0 0 Q 0 0 0 10D-c 0.490 se 41.60 22.71 Q 0 Q 0 0 0 0 0 . 2 glazir�,Cir fow-e 0.28Q se 23.77 29,76 0 0 0 0 0 Q � � 11Nd 0.350 se 29.72 8.75 0 0 0 0 0 0 Q Q W 12E-�sw 0.068 se 5,77 1A8 568 254 1464 274 378 29Q 1876 314 2 giazing:c!r low-e 0.270 se 22.82 31.26 42 0 �3 1313 0 0 0 0 2 glaz�ng,cfr(ow-e Q.F70 se 22,32 31.26 81 � 1959 2535 0 0 0 0 2 glazing,cir iaw-e Q�274 se 22-92 31.26 191 0 4384 5979 27 0 621 847 2 C(axinp,clr!ow-e 6.280 se 23.?7 29.76 0 0 Q 0 59 0 1385 1746 W Frm wall,2'k8"wood 0,244 s 20.38 6.W 51 51 �039 3� 0 0 0 0 yJ 12E•Osw 0.�8 sw 5,77 1.08 328 314 1813 339 312 302 1744 327 �---G 2 plaainp.c!r iow-e 0.286 sw 23.77 29.76 14 0 333 417 10 Q 238 2S8 W Blk wail,7k4"wood 0.341 Sw 17.34 2.7t 0 0 0 0 0 4 0 0 W Frm watl,7k6"wood 0.240 w 20.38 6,00 71 71 1A47 426 Ct 0 0 q 12E-0Sw 0.068 tnv 5.77 1,08 S69 471 2719 509 376 291 1677 314 2 g[azirg,clr low-e 0.270 rnv 22.92 23.93 0 0 � 0 63 R 1d33 1496 2 gfazing,dr Irnv-e 0.280 r�w 23.77 22.25 34 0 805 7S6 0 0 0 Q 2 giazing,cir 1�� 0.290 rnv 23.77 22.85 0 0 0 0 23 0 545 52A 2 glazing,cir autr, 0.270 rnn� 22.92 23,93 42 0 963 1�5 0 0 0 0 11NQ 0.35� riw 29.72 9.75 21 21 824 184 0 0 0 0 W Blkwali,2'k4"wood 0.34t nw 17.34 2.71 0 0 a 0 a 0 0 Q C 186-44ad OA22 - 1.87 1.07 83Q 890 1550 886 1442 t442 2693 1539 F 21 B-32c 0.014 - 1.19 OAQ 0 0 0 0 Q 0 0 0 F Fir floor,frtn flr, 0.029 - 1.16 0.18 0 0 0 0 34 34 �Q g 6 c)AED excursion '� -'g� EnveOope fosslgain 24820 15135 14042 7769 12 a) Infittration 6737 528 4553 357 a) Rc�om venUlation 0 0 0 a 13 Intem8l gains: Occupants(� 230 5 1t50 5 1450 Appliances/other a � Subtotal(lines 8 to 13} 31557 17813 18595 9276 less extemal load 0 0 Q 4 Less transfer 0 0 0 0 Redistribution 0 4 0 Q 14 Subtotal 31557 17813 18595 9276 15 DuCt lo2ds -0°fa Q°!o 0 0 54°/s 62°l0 10090 7582 7ota1 roorr:foad 31557 17813 28685 16858 Air requfr8d(Cfm) 614 793 558 754 Caiculations approved bvACCA to meet aii requirements of Manual J 8th Ed. `�'- wri htsaft� 2014pea1109:45:58 �'T` g Right-Suite�Universal 201313.4.Q8 RSU11649 Page 2 ��p+ G:tUserslkavin�Documentsl,SUZItYA-rup Capc=NI.� Front poor taces:N Ri ht-J�3 Warksheet �°"` ��N� Entire House °ate; °�'a,�0,4 �,,: t Room narne Enttre House IOWER LEVEL 2 Exposed wall 62Q0 ft 224A ft 3 Room height 8.0 tt 6,0 ft heaUcoW A Room dimensi�ns 1.4 x 2238.0 ft 5 Rcwm area 5918.0 ft' 2238.0 ft' Ty Construction U-vaiue Or NTM Area (ft�) Load Area (ft�} Load r�umber (BtutVtty-°F) (Btuhtft� or penmetec (ft) {Btuh) or perimeter (ft} {64uh) Heat Cooi Gross N1PlS Neai Goa! Gross NtPlS HeaT Coof 6 W frm wall,Tk6"wood a.244 n 20.38 6.00 51 51 1039 306 Q Q a 4 i2E-Osw 0.088 ne 5.77 1.08 640 610 3523 660 0 0 Q a 2 glazing,Cir low-e 0.280 ne 23.77 22.85 tQ 0 238 228 0 0 Q Q � 19 N� 0,350 ne 29.72 8 75 2Q 20 589 174 0 0 0 Q 1 7 W Bik wall,7k4"wood 0.341 rre 97.34 2.?1 333 333 5773 909 333 333 5773 903 W Frm wa4,2'k6"wood 0,240 e 20.38 6.40 71 71 1447 426 0 0 0 a 1260sw 0.068 se 5.77 1 08 639 513 2963 555 638 513 2963 555 10D-c 0.490 se 41.64 22.71 21 0 87A 477 21 0 &74 477 2 giaaing,c1r low-e 0.280 se 23.77 29:76 70 0 1657 2074 70 0 1657 2074 11N0 0,350 se 29.72 &.75 35 35 1040 306 35 35 1040 306 W �2E•OSw 0.�8 se 5.77 1.08 944 544 3140 588 0 0 0 4 2 glazing,cIr lava a.a�o se 22.92 31.26 42 0 �3 1313 0 0 0 0 2 glazmg,cir iow� 0.270 se 22.92 31.26 81 0 1859 2535 0 p Q 4 2 glazing,CIr Iow-e 0,270 se 22.92 31.26 218 0 5�05 6826 0 0 Q 0 2�12zinp,Clr low-e 0.280 se 23.77 29.?8 59 0 1395 1748 Q Q 0 � W Prm wall,7X6"woad 0.240 s 20.38 6.00 51 51 1Q39 306 0 0 0 4 V�1 'i2E-Osw 0,068 sw 5.77 1.08 64q 616 3556 686 !3 0 Q 0 �-•-G 2 plaztrzg,c!r low-e Q.280 sw 23.77 29.78 2A 0 571 714 0 0 0 4 W Bik wail.7k4"wt�od 0.34i sw 17,34 2.71 342 342 5829 927 342 342 5929 927 W Frm wall,2"x6"wq9d 0.240 w 2Q.38 6.00 71 71 1447 428 � 0 � 0 12E-OSw Q.068 rtw 6.77 t.DB 944 762 4397 823 Q Q a 4 2 glazing,ctr low-e 0.274 nw 22 92 23.83 63 0 1433 1Q� 0 0 0 0 2 glazirrc�,cCr iaw-e 6.266 nw 23.77 22 25 34 0 648 756 0 0 0 0 2 glazrng,elr iow-e 0.280 rna 23.77 22.89 23 0 545 524 0 d 0 0 2 glazir�g,clr outr, 0.270 rnv 22.92 23.93 42 0 963 1005 Q 0 0 � 11N0 0.350 rnv 29J2 8.75 21 21 624 164 0 0 0 0 W Blk wakl,75cA"wood 0.341 rnnr tT.34 2 7t 648 648 11234 175T 64$ 848 11234 1757 C 168-44ad 0.022 - 1.8T 1.47 2272 2272 4244 2424 Q 0 0 Q F 218-32c 0,014 - 1.19 0 00 2238 2238 2660 0 2238 2238 26i60 Q F Fir fioor,frm fir, 0.029 - t,f6 0:18 34 34 40 6 0 0 0 0 6 e}AED excursiqn � �8 Envelape losstgain 7099t 31131 32129 7227 12 a} Infiftration 15594 1223 4303 337 b) Rowr�ventilation 0 0 0 0 13 intemai gains: Occupants(� 230 10 2300 Q 0 Hpptianceslother a � SubtOtaf(li[ms 6 tQ 13) 86585 34653 36433 7�5 less extemai loed 6 0 q � �.ess cr�nsre� a o a o Rea+st�;�ion a o o a 14 Subtotai 86585 34853 36433 7565 15 DtlCt 102ds 12% 22°!0 10090 7582 -0% 0°l0 0 4 Total room load 96675 42236 36433 7565 Air rc�uited(Cfm) 188Q 1880 708 337 Cafcuiations approved byACCA to meet al! requirements of Manuai J 8th Ed. ___ � wri t�tS�Dft° 2014-Dec-1149:45:56 � RighFSuite�Univers&I201313O.Q8RSU11649 Peg81 ��a GWsersYsevin�DoamentslSUZUYA.ruP Cele=MJS FronlDoarfaces N AE�Assessment �°b: �� o�ce: oe�,o,zo�a Entire House By� . � , � a For: lt�NAN ANQ SUSAN SUZUYA 2229 WALL ST., EAGEN, MN ! - • s • f Location: Indoor: Heating Coaiing Minnea�tis/St. Paul, MN, US Indoor temperature(°F} 70 75 Eievation: 837 ft Design TD (°F) $5 13 Latitude: a5°N Relative humidity(°lo) 30 50 Outdoor: Heating Cooling Maisture d+fference(gdib) 31.7 28.5 Dry buib(°F} -15 88 Infiitration: Daily range(°F} - 19 (M } Wet bulb{°F) - 72 Wind speed(mph} 0 4 • # • - • • • ! Houriy Glaz+ng �oad xa,aoo— � � � 26,OOP-t�� 24.OQD�-±- . zz.000-.i. 24,0�0-j�-� � � � iS.00Q-�.. � y 16.00Q-':.... II � 44.OQ6•�±�- �z.oc�a-'-� �a,000=- e.oao-- B4OOP-�}._. 4,09tT-s-- 2,000--}- . i p . , . � p .�.___-_-±-.—�---�-__ .. _��_ __!- _.�_.. . ___ _ ___y.�__.e ,.rt_______� _�n� 8 9 10 i37 12 i3 td 1`9 16 t7 18 �9 2fl Hoa af 9sY ��.,..,..� /A,�srn. r n._..,r.. - Maximum hourly glazing iaad exceeds average by 29.1%. House has adequate exp4sure diversity (AED), based on AED limit of 30°!0. AED excursion: 0 B�uh 2014-Qea t 1 09:45:55 � �'�"�' wrightsaft` Right-Suite�Universa!201313,0.08 RSU11649 PBffe{ AC'iG3 C:1UsersVicevin�mants�.SU2t!`fA.rup fi,�ic=MJ8 Front poor taces:N Pro'ect Summa Jab: ! �"Y �ate: oe��u,2o,a Zt/RN� Entire House gY� ' • - . � For. KANAN AND SUSAN SUZUYA 2229 WALL.ST., �AGEN, MN Notes: ! • s s • Weather. Minneapalis/St. Paui, MN, US Winter Design Conditions �ummer Design Gonditions Outside db -15 °F Outside db 88 °F Inside db 70 °F ins'tde db �� °F Design TR 85 °F Design TQ 13 °F Daily range M Relative fiumidity 50 % Moisiure difference 28 gd(b Meating Summary Sensibie Cooling Equipment Load Sizing Structure 865$5 Btuh Structure 34653 Stuh Qucts 10090 Btuh Ducts 7582 Btuh Centrai vent (0 cfm} 4 Btuh Central vent (0 cfm} 0 Btuh Humidification (} Btuh Blower � Btuh Piping Q Btuh Equipment load 96675 Btuh Use manufacturer's data n Ratelswing multipMier 0.93 Ittfiltl"�tiOn Equipment senstble ioad 39195 Btuh nnetnod Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 36$3 Btuh Ducts 1182 Btuh Heating Caoling Central vent(Q Cfm) 0 Btuh Rrea(ft2} 5918 5918 Equipment latent load 486�1 Btuh Volume(ft') 41308 41308 Air changes/hour 0.25 0.13 Equipment tatal load 44059 Btuh Equiv.AVF(cfm) 172 89 Req. tota! capaeity at 0.7� SHR 4.7 ton Heating Equipment Summary Gooling Equipment Summary Make LENNOX Make LENNaX Trade Trade Model ML193UH090XP48C Cond 13ACX-048 AHR) ref Coil C33-49C AHRI ref Efficiency BQAFUE Efficiency 13 SEER Hea#ing input 88d00 Btuh Sensible cooling Q Btuh Heating output 82000 Btuh Latent cooling 0 Btuh Temperature rise 41 °F Tatal coofing 0 Btuh Actual air flaw 1880 cfm Actual air f�vw 1880 cfm Air flow factor 0.019 cfm/BtuM Air f4ow factor 0.045 cfmlBtuh Static pressure 0 in H24 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.90 Calcuiatians approved byACCA to meet aU requirements of Manual J 8th Ed. �-- � Wt'1 f1t50�' 20f4-De�1109:45:55 g RighFSuite�l Universa12Q13 13.OAfl RSU1184S Page 7 �� C:UJsersVicevin�DoaimentslSUZUYA.rup Calc=MJ9 FrontQporfaoes:N Cam onent Constructions �°b: p oax�: a��o,zoaa �� UPAER LEVEL B�� ` � - � a For. KANAN AND SUSAN SUZUYA 2229 WALL ST., EAGEN, MN i � • s • s Location: Indoor: Heating Cooirng Minneapolis/St. Paui, MN, US indoar temperature(°F) 70 75 Elevation: $37 ft Design TD (°F) 85 13 Latitude: 45°N Rel�tive humidity(%) 30 50 Outdoor: Heating Cooling Moisture differ�nc�(gr/Ib) 31.7 28.5 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Methad Simplified Wet bulb(°F) - 72 Construction quality Semi-tight Wind speed(mph) 0 0 Fireplaces 0 Constructian descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain ha Btt9VfN.`F ft'.°FiE3t� BtWYlt" E3tcE� 9t�dYft' Btuh �8��$ t 2E-Osw:Frm wafl,wd ext, 1/2"wood shth, r-19 cav ins, 1J2" ne 302 0.068 19,0 5.77 1744 1.08 327 gypsum board int fnsh,2"x6"waod frm se 290 0.068 i9A 5.77 1676 1,08 314 sw 302 0.468 1 g.0 5.77 17A4 1.08 327 nw 291 0.068 19.t? 5.77 1677 1.08 314 all 1185 0.068 13.0 5.77 68d0 1.08 12$1 Partitions (none) ItVindows 2 glazing,dr bw-e outr,air gas,dad wd frm mat,dr innr,1/4"gap, ne 10 0.2$4 0 23.8 238 22.8 228 1/4"thk:2 gfazing,dr bw-e autr,air gas,dad wd hm mat,dr innr, � 27 p.2Tp 0 22.9 621 31.3 847 1!4"gap, 1/4"thk se 59 0280 4 23.8 1395 29.8 1746 sw 10 0.280 0 23.8 238 29.8 298 nw 63 0.270 0 229 1433 23.9 1496 nw 23 4.280 Q 23.8 545 22.8 524 al! 191 Q.280 0 23.4 4469 26.9 5138 Daors (none) Ceilings 166-44ad:Aft�oeiGng,aspha�shingles roof mat, t-44 021I IRS, 518" 1442 0.022 44.0 1,87 2693 1.07 1539 gypsum board inf fish Floors Flr floor,frm flr, 12"thkns,carpet flr fnsh,r-44 cav ins,tight awl ovc 34 0.029 43.0 4.16 40 Q.18 6 r-11 wali insuC Flr floor,frm flr, 12"ihkns,Carpet ftr fnsh,r-44 cav ins,tght awl ovr.r-11 wa8 insul 2014-Deott Q9:45'.55 ;^,�.�;. "�' wrightsoft' Right-Sui1e�Univorsal 2013 13.4,08 RSU11649 Page 6 .��4 C'JJsersUceuin�DoamentslSUZUYA.rup CaCC=MJ8 FrontDoorfaces:N Floors (none) 201MDea11 09:45:55 t "�' wrightsaft' Ftight-Suite�Universal201313.0.06 RSU516d9 Page 5 � C:UlaersVicevin�DowmerttslSUZUYA.rup Caic a MJB Front Door facxs:N Component Constructians J�b� Oate: Dec 1Q,2014 ��N� MAtN LEVEL �y� * • - • • For: KANAN AND SUSAN SUZUYA 2229 WALL ST., EAGEN, MN i - • e � • Locatian: Indaar: Heating Coaling Minneapalis/St. Paul, MN, US Indoar temperature(°F) 70 75 Elevation: 837 f# Design TD (°F} 85 13 Latitude: 45°N Relative humidity(°lo) 30 54 Ou#doar: Heatinc� Cooting Moisture ciifference(gr/1b} 31.7 28.5 Dry bu{b(°F) -15 88 (nfiltration: Raily range(°F} - 19 { M ) Method Simpiified Wet bulb(°F) - 72 Canstruetion quafity Semi-tight Wind speed(mph) 0 0 Firepiaces Q Gonstruction descritttIQt1S 4r Area U-value tnsul R Htg NTM Loss Clg HTM Gain P tN Bt�dYR'°F fN°F!Bhtr Bt+6Ytt' BGfs 9itRV(t' Bhta W811S Frm walf,2"rc6"wood frm:RIM.Jf?IST n 51 0.240 13.4 20.4 4039 6-00 306 e 71 0.240 13.4 20.4 1447 6.QQ 426 s 51 0.240 13.4 20.4 1039 6.00 306 w 71 0.240 13.4 20.4 144� 6.QQ 426 alI 244 0.240 13.4 20.4 4972 6.� 1464 12E-Osw:Frm wall,wd ext, 1t2"wood shth, r-19 cav ins, 1f2" ne 308 �.068 19.0 5.77 1779 1.48 333 9YPsum board ini fnsh,2"�cG"wood frm se 254 p.068 19.0 5.77 1464 1.08 274 sw 314 0.068 19.0 5.77 1813 1.08 339 nw 471 �.068 19.0 5.77 2719 1.0$ 509 aIl 1347 0.068 19.0 5.77 7776 1.Q$ 1456 Partitions (none) � Windaws 2 giazing,dr Iaw-e outr,air gas,dad wd frm mat,dr innr, 1l4"gap, se 42 0.270 0 22.9 963 31.3 1313 1/4"thk:2 glazing,dr bw-e autr,air gas,dad wd ftm mat,dr innr, � g1 p.270 0 22.9 1859 31.3 2535 1/4"gap, 1/4"thk � 191 0.270 0 22.9 4384 31.3 5979 sw t4 0,280 Q 23.8 333 29.8 417 nw 34 a.280 0 23.8 808 22.2 756 all 362 0.280 0 23,0 8347 30.4 11000 2 glazing,dr outr,air gas,dad wd frm mat,dr innr, 1/4"gap, t/4" nw 42 Q.27d 0 22.9 963 23.9 1005 thk:2 glazing,dr outr,air gas,dad wd frm mai,dr i�nr, 1/4"gap, 1l4"thk ROOr3 11 N0:D�r,mt�eps core type ne 20 0.350 8.7 29.7 589 8.75 174 nw 21 0.350 8.7 29.7 624 $.75 1&t all 41 0.350 8.7 29.7 1213 8.75 357 C6iling& 166-44ad:Attic oeiling,esphalt shingles roof mat,r-44 cei!ins,5!$"" 830 0.022 44.0 1.87 1550 1 A7 886 gypsum board int fish 2074-Oea11 48:45:55 �� "�'�'�" wrightsaft` Right-Sui�lk�ivefsa12Qt313.0.Q@RSU71649 Rage4 AC�P. C:k1�rsVicevin�Dawme��SUZUYA.rup Calc=AA� Front Ooor haces:N Campanent Constructions '°b: DaEe: Dec 10,2014 �� LOWER L�VEL BY� • • - • � For: KRNAN AND SUSAN SUZUYA 2229 WALL ST., EAGEN, MN M � • • r ♦ Location: Indoor: Meating Cooling Minneapalis(St. Paui, MN, US Indaor temperature(°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity(%4} 30 50 Outdaor; Heating Cooling Moisture difference(gr/fb) 31.7 28.5 C?ry bulb{°F) -15 88 Infittration: Daily range(°F) - 19 {M } ��th� Simplified Wet bulb(°F) - 72 Construction quafity Semi-tighf Wind speed (mph) 0 0 Fireplaces a Constructian descriptions Qr Area U-value Insul R Mtg HTM loss Clg HTM Caain n= a�un�-•F n�=Frsiun e�uurvn� a� an,rm> s��, Walls Blk wall,2"x4"woad int frm,8"tt�k,r-11 cav ins:BIk watl,2"x4"waod ne 333 4.067 10.0 17.3 5773 2.71 903 int frm,8"thk,r-11 cav ins sw 342 0.067 10-0 t7.3 5529 271 927 nw 648 O.d67 10.0 17.3 11234 2.71 1757 al! 1323 0.067 10.0 17.3 22935 2.71 3587 12E-Osw:Frm wall,r-19 cav ins.2"x6"wood frm se 513 0.068 19.0 5.77 2963 1.Q8 555 Partitions (none) � � Windows 14D-c;2 glazing,dr bw-e outr,air gas,dad wd frm mat,dr innr, se 21 0.490 p 41.6 874 22.7 477 1 f4"gap, 1!4"thk se 70 0.280 0 23.8 1657 29.8 2Q74 alf 91 0.280 0 27.9 2531 28.1 2551 DoOrS 11 N0:Door, rM!eps core type se 35 0.350 8.7 29.7 1040 8.75 306 Ceilings (none) Floors 21&32c:8g floor, &ght dry soil,full int ins mv,8'depth,r-10 ins, 2238 0.014 3.0 1.19 2660 0 0 carpet flr fnsh 2014-00G11 09_45:55 � '�' W r�9h�'►0� FGght-Su�te�Universa12013 13,0.08 RSU11649 Page 3 ,�� C:WsersVco�inV.�awmentslSUZUYA.rup CsIcaMJB FrontDoorfao�s:N 2 glazing,dr outr,air gas,dad wd frm mat,dr innr, 114"gap. 1t4" nw 42 0.27Q 0 22,9 963 23.9 1005 thk:2 glazing,dr outr,air gas,dad wd frm mat,dr innr, 1/4"gap, 1/4"thk QOOI'S 11 Nd: Qoor,rrrtl sps aore type ne 20 0.360 $.7 29.7 589 8.75 174 se 35 0.350 $.7 29.7 i 040 8.75 308 nw 21 0.350 $.7 29.7 624 8.75 184 a!1 76 0.35Q 8.7 29,7 2253 8.75 664 Ceilings 16&44ad�Attic oeiling,asphaft shingles roof mat, r-44 oeil ins,5�'8" 2272 O.Q22 44.0 1.87 4244 1.07 2424 gypsum board int fish Fioors 21&32c:Bg floor,pght dry spil,full int ins oov,8'depth,r-16 ins, 223$ Q.014 3.0 i.19 26G0 0 0 ca�petflrfnsh Flr floor,frm flr,12"thkns,carpet flr fnsh,r-44 cav ins,tight awi ovr, 34 0.029 43A 1.16 40 0.1$ 6 r-11 wali insul:Fir floor,frm flr, 12°thkns,carpet flr fnsh, r-44 cav ins,tght aw!ovr,r-91 wall insui 2014-D�c 11 03:45:55 !�.;:.� -� wrightsoft` Wght-Sufte�Universal 201313.0,08 RSU11649 Page 2 AC�C,P� C:UJsersVicevin�DowmentslSUZUYA.rup Calc=NUB Front Door feces N - Com onent Constructions �°b: p oace: ae��o,zoia ��N� Entire House gY� ` r • s • For. KANAN AND SUSAN SUZUYA 2229 WALL ST., EAGEN, MN � - • • � • Location: Indoar: Heating Caoling Minneapoiis/�t. Paul, M�I, US Indoor temperature(°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 i�atitude: 45°N Relative humidity(%) 30 5Q Clutdaor; H�ating Cooling Moisture diff�rence(gdlb) 31.7 28.5 pry bulb(°F) -15 88 (nfiitration: Daily range(°F} - 19 (M ) Method Simplified Wet bulb(°F} - 72 Construction quality Semi-tight Wind speed(mph} 0 0 Fireplac�s 0 Gonstruction descriptions Or Area U-vafue Insut R Htg HTM Loss Ctg HTM Gain r� ec�vr�a••F n=.°Fre;uh s�un+n' et�, ei�xrr� atsa, Wails Frm wall,2"x6"woqd frm:RIM JOiST n 51 0.244 13.4 20.4 1Q39 6.Q0 3Q6 e 71 0.24Q 13.4 20.4 144T 6.00 426 s 51 0.2Q0 13,4 20.4 1039 6.00 306 w 71 0.240 13.4 20.4 1447 6.QQ 42& all 244 Q.24q 13.4 20.4 4972 6.00 1464 12E-Osw: Frm wall,wd ext, 112"wood shth,r-19 cav ins, 1/2" ne 610 0.068 19.� 5.77 3523 1.08 660 gypsum board int fish,2"x6'"woad frm se 544 0.068 19.0 5.77 3140 1.d8 58& sw 696 0.068 18.0 5.77 355& 1.08 666 nw 762 0.�8 19.0 5.77 4397 1,08 823 all 2532 0.�� 19.4 5.77 14616 f.08 2737 Bik waU,2"x4"woad int frm,8"'thk,r-11 cav ins: BUc waN,2"x4"wood ne 333 0.067 10.0 17.3 5773 2,71 903 i�t frm.8"thk,r-11 Cav ins sw 342 0.067 10.Q 17.3 5929 2.71 927 nw 648 0.067 10.0 17.3 11234 2.T1 1757 all 1323 Q.067 50.0 17.3 22935 2.71 3587 12E-Osw:Frm wall,r-19 cav ins,2'"�"wood frm se 513 Q.068 19.0 5.77 2963 1.0$ 555 Partitions (none) Windows 2 glazing,dr bw-e outr,air gas,dad wd frm mat,dr innr, t!4"gap, ne 10 0.280 0 23.8 238 22.8 228 t!A"thk:2 glazing,dr bw-e outr,air gas,dad wd frm mat,dr innr, � 21 0.49Q 0 41.6 874 22.7 47T 114"gap, 1t4"thk se 70 0.280 0 23.8 1657 29•8 2074 se 42 0.270 0 22.9 963 31.3 t 313 se 81 0.270 p 22.9 1859 31.3 2535 se 21$ 0.270 0 22.8 5005 31,3 6826 se 59 0.280 0 23.8 1395 29.8 1746 sw 24 0.280 0 23.8 571 29.8 714 nw 63 0.270 Q 22.9 1433 23.9 149& nw 34 0.280 0 23.$ 80$ 22.2 756 nw 23 �.280 Q 23.8 545 22.8 524 all 644 0.280 0 23.8 15346 29.Q 18689 2014-Dea 11 08:45:55 a, �" 1Nr�9�1�Sd�` Right-Suiie�+Univarsa1201313.0.08RSU11649 Pag�t � C:tUsersYcerrin�Doa�mentslSUZUYA.rup Cak=MJB Fror�tDaarfacxs:N Job: Buiiding Anaiy�is �at�: o��,o,�o�� Entire House By� � � - • � Far. KANAN AND SUSAN SUZUYA 2229 WALL ST., EAGEN, MN � - e • • • Location: Indoor: Heating Coaling Minneapolis/St. Pa�,i, MN, US Indoar temperature(°F) 70 75 Elevation: 837 ft Desi�n 7D (°F) 85 13 Latitude: 45°N Relative humidity(%} 30 50 Outdoor: Heating Caoting Moisture difference(gr/ib) 3�.7 28.5 Dry buib(°F) -15 88 Infiltration: Daily range °F) - 19 (M ) Method Simp(ifisd Wet bulb(°�) - 72 Construction quality 8emi-tight Wind speed(mph� Q 0 Fireplaces � • Gam nent Btuhlftz Btuh °lo of ioad y. Walls 9.9 45486 47.1 Glazing 23.8 16309 16,9 Doors 29.7 2253 2.3 CeilingS 1,9 4244 4.4 � Floors 1.2 2700 2.8 i nfiltration 3.3 15594 16.1 .., Ducts 10a90 10.4 .� Piping. . � � Hum�d�f�cation U Q � V�ntilation a 0 _-, Adjustments 0 Total 96675 1Q0.0 � � � Com �ent Btuhlft2 Stuh °10 of load .�„� Walls 1.8 $343 19.$ �� GEazing 28.7 1�94 46.6 • Doars 8.8 664 i.6 Ceilings 1.1 2424 5.7 Ffoors Q.0 6 0.0 tnfilxrafion 0.3 1223 2.9 - � Ducts 75$2 18.fl Ventilation 0 0 °°� Intemal gains 2300 5.4 �w 8{ower 0 0 Adjustments 0 Total 42236 10Q.0 � l.atent Cooling Load=4864 Btuh Overall U-value= 0.066 Btuh/ft?°F Oata entries checked. 2014-D�4t1 Q9:4S:65 ,;;,, +�+� wrightsoft' Rlght-Suile�Univeraa120t3 i3.0.0$R5lJ11849 Page t � C:U3seraVicevinVaowmentslSUAIYA,rup Calc=MJ8 Froni Gbor faces:N � • a • Design Canditions �Caa'�R .��'�L �`'��'�'"''� autdoor design DB: -15°F Heat foss: 80369 Btuh Entering coil DB: 68.4°F lndoor design�B: 70.Q°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Gas boiler Manufacturer. TRIANGLE TUBE Model: Actual airflow: 2062 cfm Output capacity. 46000 Btuh 51°/n of IoBd The above equi{�nent was se4ected in accordance with ACCA Manual S. .•. "�'�'�' wrightsofC r�nasu;�cx,iverasi2o�3ss.a.oaRSU��ses ZOf4-De61108:5Te3 �8 � C:lt/sera4ceNn�DoamerttslSt�JYA.rup Ca6c a M.� Frorrt!�faces:N l.oad Short Form J°b: � �� Date: Dec 10,2014 � Enfire House �y� ' s - � s For: KANAN AND SUSAN SUZUYA 2229 WALL ST., EAGEN, MN � - • � • Htg Gig lnfiitration Outside db(°F) -15 88 Methad Simplified Inside db(°F) 70 75 Constnsction quality Semi-tigh�t Design TD (°F) 85 13 Firepiac�s Daily range - M Inside humidity(°lo) 30 50 Moisture difference(gr/1b} 32 28 HEATlNG EQUIPMENT Gf)C?t�ING EQUIPMEN"� Make LENt�C3X Make LENNOX Trade Trade Model ML193UHQ90XP48C Cond 13ACX-048 ANRi ref Coil C33-49C AHRI ref Efficiency 80AFUE Efficiency 13 SEER Hea#ing input 88040 Btuh Sensible cooling 0 Btuh Heating output 8200Q Btuh Latent coofing 0 Btuh Temperature rise 41 °F Total cooling 0 Btuh Actuai air fiow 1880 cfm Actual air flow 1880 cfm Air flaw factor 0.019 cfm/Btuh Air ffow factor O.Q45 cfm/Btuh Statie pressure 0 in H2C} Static pressure Q in H2d Space thennostat Load sensible heat ratio 0.80 ROOM NAME Area Htg koad G{g load Htg AVF Clg AV� (ft2} (Btuh� (Btuh) {cfm) {cfm) LQWER LEVEL 2238 36433 7565 708 337 MAIN LEVEL 2238 31557 17813 614 79� UPPER �EVEL 1442 28685 16858 558 750 Entire House 5918 96675 42236 1880 1880 Other equip la2ds a 0 Equip. @ 0.93 RSM �91�� Latent cooiing 4� TOTAlS 5918 96675 44059 1880 1880 Calculations approved by ACCA to meet ali requirements of Manual J 8th Ed. 2fl14Dec�1i 09:45;55 .4 '� wrightsoft" Right-SuiEe�tk�iversel 201313.0.08 RSUt1649 Page 1 r+.�. �� C:SUseraVtevin�Dowment4lSUZUYA.rup Calc=MJ8 Front Door faaes:N Ventilation, Makeup and Combustion Air Calculations Please submit at time of appficatic�of a mechanical permit for new c�n�truction. Site addrass � �,,1 � �„S",��,! a� 1 fe� I ' co i�r�actor �?��iC *gt R ..I"�� c°"'B et�' . 5ection A � Ventilation Quanti#y (Determine quanfrty by using Table N1104.2 or Equation 11-1} Square feet(Conditioned aree induding �t�,�- Basement—finishe6 or unfinished) ��f� Total required ventilafion IUumber of bedroams � Cantinuous ventiist+on �^� �J@CtiQfl B Ventilation Method Choose aither bafanced or e�aust on! Ba(anced,HRY(Heat Recovery Venti{ator)or ERV(En�rgy Exhaust o�ly Recovery Ventilator}—ctm of unit in low must not exceed con- Continuous fan rating cfm tinuaus ventlfation ratin b more than tQ0%. LoW ctm; Fiigh cim: Continuous ian raUng in cfrn(capacity must rtot exceed ' continuous ve�UlaBon rati� b more than 100� Section C Ventilation Fan Schedute Descri tion tocation Con#inuous Tota{Ventilation � � - Sectton D Gontrols Describe o retion and cantrol af the cot�tinuous ventliation i � SeCti011� Make-up air fcr ventilatian � Passive (det�rmined from calcuiatfons from Tabte SQ1.4.1) Powered(determined from caiculations fram Tabie 501.4.1) 's intertocked with exhaust device(determined from calculatlan from Tabie 501.4.1) � Other,descril�e: ��}� �� £� /� Location of duct or system ventilatio� make-up air. Qeterm9ned trorn make-up air apening table G{ny Size and type(round,rectangular,ftax or rigid) Section F Make-up air for combustion Not required par mechanicai code(No adnospheric or power vented appliancea} Passive(see lFGC Apper�dix E,Wcxksheet E-1} Size ar�d type Other,desCribcs: Notes:instructions and exampie famss are availabie at the Building Safety website and at the Buiiding Safety afP+ce. This torm must be �ubmittoc!at the time ot appiication af a mschanicai pa�rrnft tor naw cortstruction, Additiortai fom�s may be dawnioaded and p�irited at: http:/Iwww.ci.faritrauft.mn.usfdepa�tmerrtsJbuildingcodelprogram. PHYSICAL AND MECHANICAL _ PR4PERTIES FQR TREX TRANSCEND° AND TREX ENHANCE° � � Flame Spread(a) ASTM E84 60(Transcend)/85(Enhance) Typical Trex�Valu�s#er Coeffiei�nt af Thermal�xpansionlContractic�n (36;�(91,4 cm)long sampies), Thermaf Width 35.2 x 10-6 to 42.7 x 14-6(inch/inch/°F) 644 x 10-6 to 776 x 10-6(length/length/°C) Length 16.1 x 10-6 to 19.2 x 10-6(inch/inch/°F) 297 x 10-6 to 356 x 10-6(length/length/°C) Moisture Typical Trex Values Typicai Trex Values fior Long-Term Water for Constant High Humidity Immersion (36"/91.4 cm long samples) (6"/15.2 cni long samples) Width-3% -1% Naif Withdrawal ASTM D1761 163 Ibs/in(1.12 Mpa) Screw Withdrawal ASTM D1761 558 Ibs/in(3.85 Mpa} Fungus Resistance(White&Brown Rot) ASTM D1413 Rating=No Decay Termite Resistance(c) AWPAEl-72 Rating=9.6 . Compression Parailel(d)(e) ASTM D198 1,588 psi(10.94 Mpa) 540 psi(3.72 Mpa) Compression Perpendicular(d)(f) ASTM D143 1,437 psi(9.90 Mpa) 540 psi(3J2 Mpa) Bending Strength(d) ASTM D198 3,280 psi(22.61 Mpa) 500 psi(3.45 Mpa) Shear Strength(d) ASTM D143 3,280 psi(22.61 Mpa) 500 psi(3.45 Mpa) Modulus of Elasticity(d} ASTM D4761 412,000 psi(2840.64 Mpa) 200,000 psi (1378.95 Mpa) Modulus of Rupture(d) ASTM D4761 3.800 psi(26.20 Mpa) 2,600 psi (11.03 Mpa} Thermal Conductivity ASTM C177 1.57 BTU-in/hr-ft @85°F(.0023 W/cm/°C) NOTES: (a)Corresponding Smoke Developed Index is 300. (b)Values shown are for reference oniy.These values shoufd not be used to ca�culate gapping for Trex.Foliow Trex installation li:erature for proper width-to-width and end-to-end gapping information. � (c)Material weight loss was 0%. (d)Ultimate strength values are not meant for design analysis.Testing performed on a 1"x 5.5"(2.5 cm x 14 cm)cross section.Design valuPs are for temperatures up to 130°F(54°C). (e}Compressive strength parallel to the length. (f)Compressive sY�ength perpendicular to length. Have Questions? NOTE:Construction methods are always improving.Please ensure you 1-800—BUY-TREX have the most up-to-date instaltation instructions by visiting:t1'eX.CO)YL � . ` - ' LOT SURVEY CHECKLIST FOR RESIDENTfAL BUILDING PERMIT APPLICATION PROPERTY LEGAL' � v � � ' � • W J.S �',�J� � : S � �L�6. DATE OF SURVE : ��I�/�� LATEST REVISION: a� a� c m � U � O `z Q DOCUMENT STANDARDS �' ❑ ❑ • Registered Land Surveyor signafure and company �.• ❑ ❑ • Building Permit Applicant �p ❑ • Legal description �( ❑ ,�` • Address ZZ�� l.c,�,�.lO 5�': �' ❑ 0 • North arrow and scale �" ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.} ,,P1 ❑ 0 • Directional drainage arrows with slope/gradient% ` � ❑ ❑ • Propased/existing sewer and water services& invert elevation �� ❑ ❑ • Street name �' ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) �P1' � � • Lot Square Footage � ❑ ❑ • Lot Coverage ELEVATIONS Existinq � ❑ � • Property corners ,g ❑ ❑ • Top of curb at the driveway and property fine extensions .� ❑ 0 • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due fo adjacent utility trenches �' ❑ ❑ • Waterways (pond, stream,etc.) � Proposed < .,e' ❑ ❑ • Garage floor ,�' � ❑ • Basement floor .s' ❑ ❑ • Lowest exposed elevation(walkouUwindow) y3' ❑ 0 • Property corners �7 ❑ � • Front and rear of home at the foundation PONDING AREA(if applicable) �Q' 'C7 ❑ • Easement line ,,� ❑ � • NWL �' ❑ 0 • HWL .� ❑ ❑ • Pond#designation ❑ ,,�' 0 • Emergency Overflow Elevation � 0 .0' ❑ • Pond/Wetland buffer delineation � Y �� • Shorela�d Zoning Overlay District Y • Conservation Easements DIMENSIONS �l ❑ 0 • Lot lines/Bearings&dimensions .,,�" ❑ � • Right-of-way and street width (to back of curb) ,� ❑ � • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, efc. (i.e. all structures requiring permanent footings) �' ❑ ❑ • Show all easements of record and any City utilities within those easements � � ❑ • Setbacks of proposed structu?�and ' e �ard sefback of adjacent existing structures .,�' ❑ � • Retaining wall requirements: Reviewed By: ' � Date %Z __ G:/FORMS/Building PermitApplication Rev.11-26-04 . ` '?_Z2� WALL STREET C ERTIFIC ATE 0 F S URVEY F'or: Vennehjem Building Corp. PROPERTY DESCRIPTION: Lot 1 , Block 3, WHISPERING WOODS NINTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 18th day of__ _ December ; 2014. James R. HIII, (�C., ! ��,� ��„�`..��. ; :.�' � �y —. ��t� iZ �� BY �� ; Harold C. Peterson, MN L.S. No. 12294 Notes: 1. Building dimensions shown are for harizontal & vertical placement of structure � Denotes set spike only. See architectural plans for building o Denotes set iron monument • Denotes found iron monument & foundation dimension5. x927.6 Denotes existing elevation 2. No specific soils investigation has been (930.0) Denotes proposed elevation com leted on this lot b James R. Hill Inc. Denotes proposed drainage p Y � �oc�ec000 Denotes existmg retaining wall The suitability of soils to support the specific tc Denotes top of curb house proposed is not the responsibility of James R. HI��, Inc. or the surveyor. Bench Mark: 958.06 -TNH—Opp. �ots 4 & 5, Block 3 3. No specific title search for existence or non- Proposed Garage Floor � Front= 963.3 existence of recorded or un-recorded easements Proposed Garage Top of Block= 963.7 has been conducted by the surveyor as a part Proposed House Top of Block= 963.9 of this survey. Only easements per the recorded Proposed Lowest Floor= 952.5 plat are shown. 4. Proposed grades shown were taken from gearings are on assumed datum the grading &/or development plan prepared by N/A SCale� 1°=30' D � N � James R. Hill Inc. m � ° o D < � o � D PLANNERS / ENGINEERS / SURVEYORS � -' �,�°, � �; � o � m � z 2500 W. CTr. R�. 42� Sur� 120� � �IN 55337 � � o o m vZ, {; ° � PHONE: (952�6044 FAX: (852)890-6244 - 0 1943 94TM UNE NE. Su1E 6. BUw� 1�1 55449 `'J � �o�: (�s�)�s2-»�s FAX: (763)792-»a3 . � 2ZZ`� WALL STREET N C ERTIFIC ATE 0 F S URVEY • • . �.� �,�;;wiis;��.li`�'1 �'%.S�"�'� For: _Venneh�em Building Corp.�y ��E� ��;��, ��*�� I /1 T � '� I /1/� �� `��ii!�i��{� L_U I � � �� L_�J v f � I ` " '�I IAIi iI^�)r��lAi/� ►A111/1r�^ �-�1� i�)�'r-r-� �Ti i � r�nl'rl/'1�1 �v�ll..� �i �liv�� vvvvv..; I VVI \ I L_L_IV I �� nvv� i Iviv �` �� PROPOSED HOUSE = 2,973 SQ.FT. �' OR 17.9� OF LOT AREA ?� � -- DRIVEWAY = 945 SQ. FT. ��,y�^� � 556 � '23'85 S790 � LOT 1 = 16590 SQ. FT. v� �i�°�,0 � 557 , � �,_ �4 3�"� 19 C.��.�.��'�� 16• ,f J�� O � �S 555 ��,y'� m ` -� � ,,� �� ` � � � � � � � 554 � �' �� —�. 9 g. � // J'�vQv ��' � 5 �;\ / /� `` 553 q�,QF,�- � � 'S�O�;( � t � � �+� � � �, � ,j � 9s � //��,�h .P��C'� 550 m� '---a�s `�2J tJ'v �� , 552 �- � . � '�p �� , CO_, //� � _, '��e- Sp O. �„�1 0 �'sr� Q � � � �` � °� �o__,_______- � 1 , —' "�� , �551 548 � L � `o O � � / � ; \ � \ �4 i / ^,� � u JG'� �sr c� .`1 _o\ � � �� P � ; ,�.° �.�1 0 �`'��y '; � W�q�i O�� \ 0��' O,/i�ryVQ'� O��OJ '�� O _ 0 a�i� 4�� `/�'/ ��o Q�oQ�y�P _ '\� � , 13. � � I vA �� / RS� �'�'S� I o,W C�o 9� ��,. / �o `0 � w O �O�s�A s � / �� / \ '` �G/so I � -(�j O .�� \ Q / lS'/�'� ` t�9s S '� I �N�. L_�.J_I � bw9'l�569 �9 0 '��o Q��PG o I 9�6 6c�3 9 ¢92 •9 ` G O � � ' �9 1 J � � 6' st 'y' F, v' � ' � �• �F- s, 9s?S9S�`3 R�4 \� ` Q�P� \� � 9 4 0� �� o�o t� `` Q��Jv� /�` � lg6 �,o� , � ��9 / o � � � �� ° n � �O wV � �� 9 �� ?c� �� •k.�� \ n �� / PQ-P S'9� ``�� ,' 6��.� � �{� � o`'�°�, �1 G o�29 �` ° � �`�1' o O� 11 `� �� J \ �� n � ! �-°eOJ�-° Q°�P ,�J�,��Ol Og�`'� '��J �i� � �/ Q � 6 . . / /� � y1Q.� �O��c• g9r�1 o�ra0 / /j � �/� `� ` �V e O� /�'�G D � ` � �� O � Q� �Q)' V � � `� � � '�. °o Q,�',` � .o / ,o . , � o � � SAN. SERVICE INVERT � � ELEV.= 949.92 � �' sca�e: �"=30' Page 2 of 3 James R. Hill, Inc. . • � � , � � - - - i � • � � • : . ' ' •�� _--- � �� • _--- - ' - - . • . . _--- ' - . ' ... -. ■• . - ---_ �- - ..� - • . -- ' - - . . • • ---_ ' ' � '. • - • � : • • • • .� � . � . - � • - � • ��0��0�� 0�� 0��0�� Ei�'%a! � � •�� p��0�� E�� p��0�� i� � � ��p��0�� • ��p��0�� .��0�� • � ��p��0�� m��0�� e��a �� ■��o �� ■�� ■��■��o�� ' • � � 1 � � • � - �- 1 � � � � • � � �• � � -� •• - � - � • �� -� -� � • -� �� - �� - • • i� • � �-- � -• --� • �- � • -� � �- - � � - • � � � �� r- � -� � • � �� • � • • � � • • � - � -�� • / � i � �� `, �1 ' � i �1 • . • • • ' - - • • • � e � • 1 1 � : ' � � ; ! - � � � . Feb 25 15 Q1: 47p �, � � �-� �� TC� ��,�,�� o. AN �LLIANCE €�F 1NSTA�iT TESTING COMPANY A�iD ALI.IED�'EST D�ILL{NG Jobsi�e ar�d Labaratt�ry Tesfit�g, �eofachnical Senrices, Camrriercia; R8Slt�81�fl�I�Rt��/IUtltCt�?Sl 712�West 126th Street, Suite#50�- Savage, �v1N 5537� Tele�hone: {952)8�0-7366 Fax: {952)850-�883 Sep#ember 30, 20'14 Hilla Gonstruction Terry: CeEI: 952-807-3845 2a04 Burnsviile Parkway thif(a@frontiernet.net Burnsville„ Minnesata 55337 RE: 2229 Wa11 Street{�ot 1, Biack 3-W hispering Woods 9'�'Addifian) Eagan, Daka#a County, Minnesota DYNAMIC GONE PENETROMETER TEST REPORT As requested, a site visit was made September 26,2014 at 2:40 P.M.,to test soil c�nsolidatian within a house pad prepared far the construction of a wafkout single-famify residence. A certificate af Survey prepered by James R. Hilt, Enc.was conveyed ta us at the site. Soils consisted of a dry sandy clay laam. To assess the relative strength of the soils, � 518�" inch diameter smao#h probe v+ras used to penetrate the excavation base, and praposed faoting lines,Wi#h ful{ body weight , applied, the probes indicated aniy minimal penetratit�n, consistent with soils of accepta�ie consolidation. The soils were evaluated for bearing capacity at proposed grade,with a dynarnic cone , penetrometer per ASTNt STP-399,The dynamic cone penetrometer{DCP}, empioys an eight �i kilogram (17.6 pound) harnmer to drive a 2Q miiiimetar diameter conicai point into the soil, with the I penetration recorded in milfimeters per blc�w. From the DCP readings, a perlbir�w, penetration I average was recarded and an N-vaEue derived. This N-value is an empincal relationship we have established to equate the dynamic c;one data to the rnore familiar blows per foot{BPF}standard penetratian soil boring test. Test#1 —Garage Front Foating line (Southwest Comer) DCP Depth Per 81aw Avg. i N-Value Estimated �oad 255 MN! (i t}.0") 18.3 MM t N—'{8.5 Exceeds 4�OQ PSF Test#2—Hause Excavation (Norkheasf Corner} DCP Depth Per Btaw Avg. 1 N-Vafue Estimated �aad 264 MM (i 0.4"} 23.8 MM/N-13.5 Exceeds 4004 PSF Feb ZS f5 01 : 47p P•� � �--`� �`�� [ �� `� Tesf�#3—Rear�ialko�t Foc�ling L�r�e (I�ear��#id-p�i�t} DCP Depttt Pe� Blow Av . 1 N-Value Estirn�[gd Load 1�iU M1M (5.5"} 1� 8 MM! N— 24 Exceed� d{��3fl PSF 4n our op{r�iQn, f�e observed and tested subgrad� sails�re acceptab�e, exceac ing an �ssumed mir�imum bearing capacity af 200Q PS�. Based upon existing site a(e�ations, �pproximately 4 to 5 feet af fiii is esfimated wilhin the rear hal�of the ��ad. Our obsenrations ancl sul�sequent saii eva(uation for the prc�ject, is iimited in s{.ope tasoil conditions c�bserved wi#hin the foun�ation exca�rafi�n, and ta flie depths achieved by sh��}ow probes and dynamic cnne per�atromPter tests_ There�ore,wP are una6lp #o assess suk�-gr�Mde soils,uvhich may bP, P,t1COUn��F'ECI by hOt'it1t�S t:�ndt�cted a� {?�rt af a stan{iard subst�rfacP geotet.hnica{ Sincerely, Itco Alfied Enqineering Gampany Reviewed By: t .�-� �f c�.�.� ��,�,.��'�� _� I Gary Standish Rvbert P. SuMlentrap, P.E. Senior ins�ector Minnesata Reg. �`# f 7823 701 - 1 1#605— 1 1#304—3 {QCP)/#61 p—'/I#69 2- 17 I I IT�(J ALLIED ENGI��TE�;�G CC). AN AL�IANCE OF INSTANT TESTING COMPANY A,ND ALLIED TEST DRILL4NG ,labsi�e arrc�Laborafory 7�esfir�g, �eoteehnica�Services, �:omrrrereial, Residen�r'af and/�l�rnici�a! 71251�11est 126th Street, Suite#500 - Savage, �N 55378 Telephone: t�52}89Q-73�o Fax: �952}89Q-5883 _ �n�r�n �a, 20�� .� � Hilia Construction APR 13 2�'1� _ Terry:-Gell; 952-807-3845 2004 Bumsville Parkway #hilla@frontiemet.net Bumsville, Minnesota 55337 RE: 2229 Wall Street(Lot 1, Btock 3-Whispering Woods 9`"��ddition} p,�� ,�t /�qy9� Eagan, Dakota County, Minnesota DYNAMIC GONE PENETROMETER TE:ST REPORT ___._�.._ As requested,_,�a f�ol.low u_,,�site�risit_was made.,�on N�arch,;�2Q'15_�t 2:48 PA�.1tl to t�s.�1(�;;n.��. _.�.,.. cansolidatian for a proposed porch area at a walkout singfe-farnily residence�nder constrvctian. Our initiat site visits were made on September 26,2Q14, and Ntarch 12, 2Q15 to evatuate&test soils for foundation construction during wF�ich soii toad bearir�tests(#1 thn�#6}were+coriduct�. Soil testing was conducted within a 4'deep test pit excavated��ppro�rnately 5'l2 feet firom the : completed frant foundation wall of tFre house.The slightly plasi�c'sandy loam soils were evaluated ` for bearing capacity near proposed footing elevation,with a dynamic cone penetrometer per ASTM STP-399. The dynamic cone penetrometer{DCP),-employs an eight kilograrr� (17.6 pound}hammer to drive a 20 miilimeter diameter conical point into the soil, with�the penetratian recorcted in millimeters per biow. From the DCP readings, a per/blow,penF:tration average was recorded and an N-value derived. This N-value is an empirical relationship v+re have estabtished to equate the dynamic cone data to the more familiar 61ows per foot(BPF}si�andard penetration soil boring test. Test#7—Test Pit(Proposed Po�ch f�rea} � DCP [?epth Per Blow Avq. /N-Vatue Estimated Load 264 MM (10.4") 14.8 MM 1`N—22 Exceeds 4000 PSF In our opinion, the observed and tested soils are acx�ptable, exceeding an assumed minimum bearing capacity af 200� PSF. Our observa#ions and suasequE;nt soil evaluation for the project, is timited in scape to soil conditions obsenred within the foundatic�n excavation, and to the depths achie�ed by shallo�rv probes and dynamic cone penetromefi�r t��stS. Therefare,we are unable to _ a�ss� ra� ' � t�l ��n_c�s�o��°�!s �,� �, �subsurtai� r�cal � =Y� ��;� � � �, Si�cerely, . Itco Altied Engineering Company Reviewed Sy: ��,ei �C�� iQ�", �= , , � � �< . Gary Standish F�obert P. Sullentrop, P.E. ; Senior Inspector AAinnesota Reg.#17823 �. � � � 741�-Q!#60�—31�1#fi14—'/1#3��- 1 (DCP)�/#�1Q—'l l#�61��-�17 � � cn WALL STREET CERTIFICATE OF SURVEY For Vennehjem Buildin Cor I/ %AII II^[rD I<\I/ VV111,-1 LII \II 4\7 AD es' AD CO 556 555 ' 554,; 553 �� 552 550 4P� `�_SO 0, 123. r"\ -r- 7 rrv'L/J LAI 999/ 1 rr IL)TrrmITI I A r\r rrI/'\AI t vVI\ 1 LL_IV I ri !'1UL/I l lvly PROPOSED HOUSE = 2,973 SQ.FT. OR 17.9% OF LOT AREA DRIVEWAY = 945 SQ. FT. LOT 1 = S�9004,35' E 16590 SQ. FT. LOT1�- 9s>co " N 44, 551 548 5 13.4 4/7 `045.9 •o „Ts3`,; L_\.J 1 t . 6'9569 BENCH 1 TOP OF ELEV.=9 g4 M 6 � 6'9.65. 19 k0 \� O � o � ,N sikc5/1 dctc o � James R. Hill, Inc. PN- SAN. ti ARK SPIKE 3.80 SAN. SERVICE INVERT ELEV.= 949.92 Scale: 1"=30' Page 2 of 3 22.2.1 WALL STREET CERTIFICATE OF SURVEY For: Vennehjem Buildin.� etainikftsufl'9 all Corp.• or �aainii i Wali Witt `C Required IA11 II^iir [) YY�II.:i LI\ 1 nom- 1 r1 i• It L. 1 �, L.:L_\ 1 1II/\ 1110 2 123 IA/nn r1 ^ C r\ 1 1 DT r- r- K rr I I A r, f1 1'T" I r\ K I VA./U...) 1 VV1\ 1 LLIN 1 ri r\L/LJI I IVIN PROPOSED HOUSE = 2,973 SQ.FT. OR 17.9% OF LOT AREA DRIVEWAY = 945 SQ. FT. LOT 1 = 16590 SQ. FT. ',,^334).c5.:8D 350E, S7900 l h 04 44, I rl ' r)41 L. V I 6 '!� 569 Ws 49?� 96, +9S 2s gk '0 SAN. SERVICE INVERT ELEV.= 949.92 Scale: 1"=30' Page 2 of 3 c:c ScAck‘- James R. Hill, Inc. 5g0017?' '0W ,T,3 TPO Z2z9 10,1 If 59- 4 izyyri JamesHardie HardiePaneI®IjL. Vertical Siding 1 INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS® PRODUCTS 1 EFFECTIVE SEPTEMBER 2013 Visit www.jameshardie.com for the most recent version. SMOOTH • CEDARMILL©• SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPUCABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TMt PRODUCTS OUTSIDE AN HZ10® LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge, Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. p CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area 2. Use one of the following methods: a Best i. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark HardieBlade" saw blade and HEPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to rnoderate cutting) important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH -approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. sm83105 GENERAL REQUIREMENTS: • These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardieCommercial.com • HardiePanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can minor through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen/funing) as a best practice. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use HardiePanel vertical siding in Fascia or Trim applications. • Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin #8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Fastener Requirements Position fasteners 3/8" from panel edges and no closer than 2" away from corners. Do not nail into corners. HardiePanel Vertical Siding Installation • Framing must be provided at horizontal and vertical edges for nailing. • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge nailing distances. Figure 1 stud water -resistive barrier sheathing keep nails 3/8" min. from panel edges plate HardiePanel r:. vertical siding keep fasteners 2" away from corners moderate contact Joint Treatment • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPlus® Finish) (fig. 2). • Horizontal Joints - Provide Z -flashing at all horizontal joints (fig. 3). Figure 2 Figure 3 water -resistive barrier water -resistive barrier 2 4 stud Batten Joint wat= - resi e 0 ,—! 2x4stud "H" Joint arr 2 x 4 stud leave appropriate gap between panels, then caulk* Caulk Joint of applicable to ColorPluse Finish *A. d manu caul r .. rda r- wo caulk c ref's w - application instructions. ' For additional information on HardieWrapTM Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com water -resistive barrier . _upper panel Do not 1/4" gap Caulk .^Z -flashing t -4-- lower panel Recommendation: When installing Sierra 8, provide a double stud at panel joints to avoid nailing through grooves. water -resistive barrier s-- upper panel Do not 1/4" gap Caulk Z -flashing decorative r band board lower "4"-- panel Figure 4 WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is known to the State of Carrfomia to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust -reducing circular saw attached to a NEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH -approved dust mask or respirator (e.g. N-95) in accordance with applicable govemment regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, HS1236 - P1/3 1/13 • MILE CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 5 stud siding bottom plate min. ll concrete toundabon Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 gutter and end cap Maintain a minimum 1" - 2" clearance between James Hardie® products and paths, steps and driveways. Figure 6 fasaa BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Y2" or larger such as dryer vents should have a block of trim around point of penetration. Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 7 siding deck material JI `! joist IMO water resistive barrier 1"-2" mi flashing ledger Do not bridge floors w'th HardiePanel® siding. Horizontal joints should always be created between floors (fig. 10). Water - Resistive �� Barrier Figure 10 gi ��Horizontal`� FlooringTrim IP' sheathing 116 I Err HardiePanel® ►, Framing GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing, • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Figure A Countersunk, fill & add nail Figure B do not under oo NOT drive nails STAPLE At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1"- 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 8 1111‘1"-2" min. ill'// ( gashing Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Refer to fig. 3 on page 1. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° - 110° to maximize water deflection Figure 1 r Step flashing /� SeIf-mbradheanrieng. See adhering eaves membrane flashing iGckaat< Drip edge Housewrap PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 Awe CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. PAINTING D0 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: • Exposed fasteners or battens is the recommended application for ColorPlus panel products • Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended • For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNfTION: In accordance with ICC -ES Evaluation Report ESR -1844, HardiePanel® vertical siding is recognized as a suitable alternate to that specified in: the 2006.2009, & 2012 International Residential Code for One -and Two -Family Dwellings and the 2006, 2009, & 2012 international Building Code. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC -23, City of New York MEA 223-93-M, and California DSA PA -019. These documents should also be consulted for additional information conceming the suitability of this product for specific applications. © 2013 James Hardie Building Products. At rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James HardieTechnology Limited n is a registered trademark of James Hardie Technology Limited. Additional Installation Information, Warranties, and Warnings are available at www.jameshardie.com JamesHardie HS1236 - P3/3 6/13 Z2z� ISA179I1I Precision Structural tit Engineering,, Inc. 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Date Received: ' J ` Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: Resident( Owner Name: IA41QAN 4 .-9)/616.) 6 Ai1A /\ Phone: ("lo� V l �" gIS - Z t Will) L, t„, ,,,,, Address /City /Zip: 22 • �,4(%�i�tJ + j Applicant is: Owner X Contractor /2_1 Type of Work A Description of work: ISr l JJ 1 I V) WA LvL3 n "f 2 Construction Cost -5-0_, Multi -Family Building: (Yes / No %` ) Contracto Company: NRS t11111 ' P. 1--1 Contact J) 1 ` b � Address: OlbO �r r/►��v% e, �/ `J O City Iv �(}i�KA State: T I kpZip: 555 Phone: 601-a 11i01I email: UOrirg AM l (6CaQQ. COO License #: 13L ‘0 .7/? 7 3 Lead Certificate #: Wei t if the project is exempt from lead certification, please explain why: E)4eMPr F\ettTP1)iA ( `tea E2O1Py',trJ S LI TE( P) CITY In the last 12 months, Yes No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecalLorq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of perm' uance. _ > Applicllnt`s Pfinted Name x it i 2.,b 7'e 4Sop-L Applicant's Signature Page 1 of 3 LO \\ S- DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation — Fireplace Single Family _ Garage Multi — Deck 01 of _ Plex Lower Level WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% K) Census Code # of Units # of Buildings Type of Construction _ Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Interior Improvement Move Building Fire Repair Repair Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice & Water Final Framing 30 Minutes 1 Hour Fireplace: _Rough In Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: _ Siding Reroof Windows _ Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building — Demolish Building* Demolish Interior Demolish Foundation _ Water Damage `Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final /No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests Final Drain Tile Siding: _Stucco Lath __Stone Lath Brick Windows Retaining Wall: Footings P' Backfill 'Final Radon Control Fire Suppression: _Rough In Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 oT 3 Ya OZ ❑ ❑❑❑❑❑❑❑❑❑ AddlChange LOT SURVEY CHECKLIST FOR RETAINING WALL BUILDING PERMIT APPLICATION Address: 222q Applicant Name: .satMcv Sh4a44, 2t et, DATE OF SURVEY: LATEST REVISION: Vigh 98//6 **Permits required for Retaining Walls 4 feet high or greater. DOCUMENT STANDARDS • Registered Engineer signature and company • Building Permit Applicant • Address • Legal description • Lot lines/Bearings & dimensions • North arrow and scale • Street name • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS /6( ❑ ❑ • Property corners yr ❑ ❑ • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) ,f ❑ ❑ • Elevations of any existing adjacent homes XI ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) ?' 0 0 • At the foundation of the building and/or nearest structure ❑ 7 L ❑ X ❑ ❑ Y PONDING AREA (if applicable) 0 • Easement line 0 • NWL ❑ • HWL 0 •Pond # designation 0 • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements RETAINING WALL INFORMATION 0 0 • Location of Retaining Wall on property 0 0 • Top & bottom elevation at each end of wall and any change in elevation in between 0 0 • Type of material (i.e. modular block, boulder, etc.) 0 0 • Directional drainage arrows with slope/gr- i Reviewed By: G:FORMS/Building Permit Application -Retaining Walls Rev. 5-4-09 Date WC r WALL STREET CERTIFICATE OF SURVEY For Vennehjem Building Co I f\T 7 ^I r-‘,-.14,4 L.‘../I L,.! _LiL.Vv1\ I WI Ii, r ��,3IA, N tkintln;`1`2.)rni IDTrrT kli 1 A r\r rr,r\A1 'Trip...).Lith' v rrvvVv 1 .JtJF\ t LLI4 I fl nVU1 I Iviv PRQPOSED HOUSE = 2.973 SO.FT. 7.9% OF LOT AREA )„JAY = 945 SQ. FT_ OT 1 = 16599 SQ. FT. sc 9 y 1Z ARK IKE 3.50 SAN. SERVICE INVERT ELEV.= 949.92 Scale: 1 30' Page 2 of 3 James R. Hill 4*City orEeep Address: 2229 Wall St Permit #: 129491 The following items were / were not completed at the Final Inspection on: 3 -/ -/ fo Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb D image Porch Lower Level Finish Deck Fireplace /ID /z e f%ke5 • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: m G:\Building Inspections\FORMS\Checklists New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Date Certificate Posted 12/12/14 n neh jem — BUILDINGCOZPORATION Mailing Address of the Dwelling or Dwelling Unit 2229 Wall Street City Eagan, MN Name of Residential Contractor Vennehjem Building Corp. MN License Number BC108964 THERMAL ENVELOPE RADON SYSTEM House area 5918 Sq. Ft. Number bedrooms 4# Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) None or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Polyisocyanurate Rigid, Isocynurate Active (With fan and monometer or other system monitoring device) Other Please Describe Here Below Entire Slab X Foundation Wall R10 X Interior Perimeter of Slab on Grade R10_ X Rim Joist (Foundation) R13.4 X Interior Rim Joist (1C Floor+) R13.4 X Interior Wall R19 X Ceiling, flat R44 X Ceiling, vaulted R44 X Bay Windows or cantilevered areas R43 X Room over garage FLOOR R43 X Describe other insulated areas Windows & Doors Heating X or Cooling Ducts Outside Conditioned Spaces Not applicable, all ducts located in conditioned space Ave. U -Factor (excludes skylights & one door) U: 0.28 Solar Heat Gain Coefficient (SHGC): 0.31 R -value MECHANICAL SYSTEM( Make-up Air Select a Type Appliances Heating System ' Domestic Water Heater Cooling System X Not required per mech. code Fuel Type ` Natural Gas . Electric Electric Passive Manufacturer LENNOX ; RHEEM LENNOX Powered Model MLI93UH090P48C-c c85 RHE- PRO52-2 13ACX-048 Interlocked with exhaust device. Describe: Rating or Size 'Put in BTUS: 88,000/50,000 Capacity in Gallons: 50 Gal Output in Tons: 4.00 Other, describe: Structure's Calculated Heat Loss: 96,675 Heat Gain: 44,059 Location of duct or system: Efficiency AFUE or93% HSPF% SEER: 13 Calculated ,' cooling load: 44,059 Cfm's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type " metal duct Combustion Alr Select a Type X Not required per mech. code Passive X Heat Recover Ventilator (HRV) Capacity in cfms: Low:' 98 High: 195 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s) rated capacity in cfms: N/A Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfins: " round duct OR FLEX Total ventilation (intermittent + continuous) rate in cfms: " metal duct Created by BAM version 052009