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3466 Coachman RdRECEIYED WAIVER OF HEARING NO 735 NUV '?""''; EAGAN SPECIAL ASSESSMENT AUTHORIZATION FOR CONJN4rNJPM% DEPARTMENT UWe hereby request and authorize the City of Eagan, MN (Dakota County) to assess the following described property owned by me/us: PID 10-53591-020-01/ 3462 Coachman Road/ Lot 2, Block 1 Oak Hills 2"' Addition PID 10-53591-030-O1/ 3466 Coachman Road/ Lot 3, Block I Oatc Hills 2"d Addition For the unpaid permit fees: ITEM QUANTITY RATE AMOUNT Sidewalk Assessment 2 $4,293.00 $8,586.00 TOTAL: $8,586.00 to be spread for a term of 5 years at an annual interest rate of 6.5% against any remaining unpaid balances. You may pay auy portion of these special assessments within thirty (30) days of signing the Waiver without interest at the Eagan Municipal Center. If you pay after the thidy (30) day period, interest will be charged from the signing date to December 31 ' of the current year. The undersigned, for themselves, their heirs, executors, administrators, successors and assigns, hereby consent to the assessment of these unpaid permit fees, and further, hereby waive notice of any and all hearings necessary, and waive objections to any technical defects in any proceedings related to these assessments, and further waive the right to object to or appeal from these assessments made pursuant to this agreement. DATED: ( ':. - f 3 - b $ OWNER: Oak Hills Church. Inc. n '}???7 A \ ?- _ -1 Its: ?'-?_pcS ?G?O.I? d--• STATE OF MINNESOTA ) ) SS. COUNTY OF DAKOTA ) Th foregoing instrument was 2008,by ?? ,I L ackno}q'ledged before me this ? day of u d r l1,?yw , the F'i/e tiLeC.?-u-r of '?utu nnN LoRC Nofary Publlc - MlnnetOfa ? - 'My Comm. Ezpirei N Public Jan Sl, 2012 /�Z. ��C�h�'� ����� �'3 ' �`� ` � L ���D�'11�� (U � ,� `�' � � � ,� �'�, lD � �� � � l� � � � Use BLUE or BLACK Ink j�� �----------------- � � i For Office Use � C� ��� ��. � Permit#:��� �� I it� of E���Il ,f � Permit Fee: 1 i ��c�-t0� I 3830 Pilot Knob Road �������� � I Eagan MN 55122 � j Date Received: �� �7�� I Phone:(651)675-5675 ���j � �' '��'�� I �.,,�' i Fax:(651)675-5694 /A \ /� I Staff: J` I r S '7M' V a.� � V W I�� I________________J . V 2014 RESIDENTIAL BUILDING PERMIT APPLICATI N ��_ ���� �.}A� �J���y�'A a �� Date: SiteAddress:� 1� ��`�' �����M, �a`�1 Unit#: �p�������°: b C� G+heh �hG. C�L)�fs— 1�►�1 � ;�;� Name: Phone: �� ° � � Address/City/Zip: '�� 7 ��,1�1�y �It� .�Mi�y'tl111�cv_ MN Sr IL9r � �„a. ��F ��� � Np Applicant is: Owner �Contractor �� 4 � � �,��L +n � — . � �`� °�� ^t ��/ � U �a `�' ��'� � Description of work: , �I W 1� � ' �,l ���l� �/` �„/.+— • u af "1 p l.�/l " r� ��"�� p /� ���l { �x�„m � Construction Cost V�V � Multi-Family Building:(Yes_ No r�`��� �� ��^� � �� p n ��� ������ ��"�� �����,�� Company: 'V Q `a �• L+Contact: �� "��£,.�.: "' —� ��3�,�, W �: Address: City: ` �4 5 State:�Zip:5S�Z�{- Phone: " mail: � �. License#: � Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additionai information) ,� COMPLETE THIS AREA ONLY IF CONSTRUCTING 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: Phone:��SZ 1 ��• u��� Mechanical Contractor: •r • �G• Phone: �,�[�3,(�3-1• VQ 3� Sewer&Water Contractor: � Phone: � ` �. ��`� 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.aoaherstateonecall.orp 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 te ildi ode must be completed within 180 days of permit issuance. ��Y President,Stone x ASi�S�! CO�e Construction;Inc. x Applicant's Printed Name A 'can ignature Page 1 of 3 . �y �(� (��-�� � 'b � � ����� DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) � Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(ScreenlGazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES �New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �) � 'J ,� Occupancy �;y�/L�L MCES System Plan Review Code Edition r SAC Units (25%_100%� Zoning City Water Census Code Stories Booster Pump #of Units Square Feet `' PRV #of Buildings Length � Fire Sprinklers Type of Construction � Width �( REQUIRED INSPECTIONS �Footings(New Building) Meter Size: Footings(Deck) � Final/C.O. Required Footings(Addition) Final/No C.O. Required � Foundation HVAC_Gas Service Test Gas Line Air Test Roof: Ice&Water Final Pool: Footings _Air/Gas Tests Final �Framing Drain Tile � Fireplace:�Rough In �Air Test �Final Siding:_Stucco Lat � tone La Brick Insulation Windows � Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock � Radon Control Fire Walls �G Erosion Control Braced Walls Other: Reviewed By: �� , Buildi�g Inspector RESIDENTIAL FEES {�,//� � �y � /_ ��� � �(�„� Base Fee I �V l���� �� t" /(�� f � (� q° a Surcharge ��R / f�'``J `1 v� �`� S�, �� ° ��'� ������� Plan Review � �� � � ���{ �� _r 1�� ��� r �� MCES SAC 1 City SAC �� ��� s� ��� ��� � � �C 4S, ?3 � � ��� �� Utility Connection Charge / � S&W Permit 8�Surchar e �� �� Treatment Plant g �h.�`� � '( f� +- + b'� l � ��d�r � � Copies � I TOTAL � �'`� � � S'�O "� �� �-(� C7 I Page 2 of 3 � � (�/� X C�'� � �J C, �..� �l I I �f�� `�``�` � � . � l� C� ��7 New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate.A building certificate shall be posted in a pevnanently visible]ocation inside the Date Cer65cate Poated � � building. The certificate shall be compleYed by the buildez and shall�list information and values of components]isted in � . Table N1101.8. � � � Mailiog Address of the Dwelling or Dwelling Unit � Ci[y � 3466 Coachman Road Ea an stone Cottage Name of Resideutial Contractor MN LicenseNomber � I Stone Cotta e Construction,Inc. BC636874 Constructian,Inc. THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No I�an) � I � � � I �, � Active(With fan and monometer or othe H � � system monrloring device) I � � � 'b o � F a� � 0. v ° a o �y U a� p a�i � � II � Q W fll a�i � � � >, Insulation Location � o z � � � a w W o o � I � o � � � � � � � � � y N � � � F°• � ,z°, � � ° ° � � � Other Please Describe Here Below�Entire Slab � X � � I''OLI1f�8hOR w8�� � 5 TVpe in locazfon:eaTerior(rigid fiberglass) - Perimeter of Slab on Grade X Rim Joist(Foundation) 8 � X 7�pe+��o�aeoo��ce�� Rim Joist(la'Floor+) $ X Type�n�ocaz�oo:;otegr� Wall l9 X Ceilin ,flat 44 X Ceilin ,vaulted X Ba Windows or cantilevered areas 38 X Bonus room over ara e 38 X Describe other insulated areas Windows&Doors Heating or Coolin Ducts Outside Conditioned Spaces Average U-Factor(e.zcludes skylights and one door)U: 031 X Not a plicable,all ducts located in conditioned s ace � Solai Heat Gain Coefficient(SHGC): 0,29 R-value � MECHANICAL SYSTEMS Make-upAir S�lectaType ApplianCes Heating System Domestic Water Heater Cooling System X Not re uired ez mech.code Fuel T e Natural Gas Electric Electric Passive Manufacturer Bryant AO Smith Bryant Powered 912SB48080517 ECT52210 113ANA030 Interlocked with exhaust device. Model Describe: � � Input in Capaciry in � Output in � Ot118i,d05Ciibe: Rating or Siu BTUS: g0,000 Gallons: 52 Tons: 2.5 Heat Loss: � Heax Gai❑: Location of duct or system: Structure's Calculated 21,553 �� AFUE or SEER: 13 � HSPF% � 92% � Calculated � Ef6cienc coolingload: � Cfm's {� "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air COrY1bUStlO�AI� Select a Z,�pe source heat pump with gas back-up furnace): X Not required per mech.code Seleet T e � � Passive � � Heat Recover Ventilator(HR� Capacity in cfms Low: High: Other,describe: Energy Recover Ventilator(ER�Capaciry in cfins: Low: High Location of duct or system: X Continuous e�austing fan(s)rated capacity in cfins: 80 CFM Locarion of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 73 CFM "round duct OR Total ventilation intermittent+continuous rate in cfins: 145 CFM "metal duct Created by BAM version 052009 R - . .� City Inspection Dept. Copy City of�a�a� � City Forester Copy Applicant/Builder Copy lNDIVIDU�IL RESIDENTIAL LOT : ' TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY D/VISION ' 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development OAK HILLS CHURCH 2"d ADDITION Lot Number 3� Block Number 1 Address 3466 Coachman Rd Builder Stone Cottaqe Construction Phone Number: 651-261-1633 Contact: Trov Asleson Tree Protection Requirements: Tree Protection Fencing Installed on Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Six(6) Category B trees to be installed on this lot, or on Oak Hills Church lot,following construction. 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' O � ` ' ._ °�'�da s ei� ..o ooi's �0> � o i � � � '�� �` o z� .. �,�� �,— sa,. s g Z z I :� O0 � ' ' �a � �. � ��n� o 0 0 y.�.�°` o �:— _ .a. .—I� � _. °' �{ W�y � � f. W I � t5 eJ I � S�'= 1 , _� .,, z _� . �.: n � o � Z � �a � a_.__� ._ .� � ti � � k , — — 'Nr�m3ais 313 �. � � �,� � � � F: . /� Z �sd ^srs � (G� � m O � a�;a ..Z4� Z p K �� , 9tl NO°24'35'W 84.63 0.38 � � j R=235.49 0 —�-- — — — — � 0=0°05'32" � � � � Q��� ����a W W W � �' m � z ° � 0 0 0 � $ °0 m ao (u > � o � � � m Vp 2 y d — — — � ^ � __ .�_ �_ — — _� __ � � LL � � � . . � , - -- --- � , I II i I!, I ' David Smith Residence ' �, HVAC Load Calculations ' , I for '�, i� I ' Stone Cottage Construction Inc. I i � I I I ' I , ' I i � ' I � I I II I I '�� F��IDE�I+I"'iY�;t, I'� '�, ����� ��� ���� I �' I � ' I ,, i � � � , � '� i ; I I � � , � �� �� , Prepared By: �i � Tim Reagan I Air Mechanical II I ' ! Thursday,August 14, 2014 ' ' �� �, Rhvac is an ACCA approved Manual J and Manual D computer program. I�, I Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. I, , � r �"�s�"�"i y'�������G�����'�+�r/�+�- � I . '�.� s '� � :� � I ��rii��{'���� , } a ..� a,;?'� ��-�;�, � �I � > .. . ,: . . . ; , . , . .� , . - . ,,; . I . , ; �,, , „ . . - ��. . . . , , , „ „ . , , , . r ., , .� .<. s._� , r- j-- - � - _ - - -- - __ - - - i '_Pro ect Re ort_-- �, �enerat_ProjecYlnformati�r� - ---- ,�__� Project Title: David4Smith Residence ', Desi ned B : Ti R ' m ea an 9 Y 9 ', Project Date: 8-14-14 ' ', Client Name: Stone Cottage Construction Inc. I Company Name: Air Mechanical ' I Company Representative: Tim Reagan ', , ' i�'S1QC1 i��#8 -_� -` i I!, ' Reference City: Minneapolis, Minnesota I� Building Orientation: Front door faces West j ; Daily Temperature Range: Medium i ' Latitude: 44 Degrees li ' Elevation: 834 ft. '� � ',I Altitude Factor: 0.970 II ' Outdoor Outdoor Outdoor Indoor Indoor Grains �I , Dry Bulb Wet Bulb Rel.Hum Rel.Hum ,[)rv Bul� Difference � �, Winter: -15 -15.33 n/a 30% 70 31.53 II ', Summer: 88 73 50% 50% 75 35 � Ch�ck Figures T —-- -- — I Total Building Supply CFM: � 893 CFM Per Square ft.: � 0.267� �� , �I Square ft. of Room Area: 3,346 Square ft. Per Ton: 1,501 �i '�, Volume (ft') of Cond. Space: 28,419 '� � �Bu�idin'g Loacis _ ; }� -- - � � I , Total Heating Required Including Ventilation Air: 64,145 Btuh 64.145 MBH I I Total Sensible Gain: 20,068 Btuh 80 % I �� Total Latent Gain: 5,112 Btuh 20 % ' I Total Cooling Required Including Ventilation Air: 25,180 Btuh 2.10 Tons(Based On Sensible+ Latent) li '�� 2.23 Tons(Based On 75% Sensible I I, Capacity) I �I �1Vot�s�- � � �� � � � _— � �� �I �, Rhvac is an ACCA approved Manual J and Manual D computer program. , �� Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. ' �� All computed results are estimates as building use and weather may vary. � I, Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at ' I your design conditions. ' ' ' I �'I ' � ,I ! II ' I � � I � � �_ _ — __ _ ._-- --- R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14, 2014, 11:15 AM t ���r���lL���#A������� � ��� � �^v��tF�'", �������'i��'i,- ;�� � � # �'� �� � �,� �, � `�`,' � � „� .. ,� .. . �`' �,., . , _ ., „, F , -. , .,�� � ,� � ,�' � ���: '.v .. .. . , . _ � +. ; ,.. . ��. .,,. �, s; ��*f>., r . ,=v'..�,-.,. �- P :. . , '.. , c ._ . .. . .—— _ — _ _ _. __' I ,,__. _. . .. .._ -_ i ', Miscellaneous Report _ _ __ !, �y�stem'�1 �� ,C7utdoor ' 4uftl�or � � � �utcbflr � �r�r��t�a' � ��d�o�r C�in�I , ', In ut flat� � �� __'�_ Dry�uib Wet E3ulb ' _�Rei'�.H�am `� Re1���rr� �: � ���t��i��tlb� ����l�i�t�n�� ����, ' Winter: -15 -15.33 80% 30% 70 31.53 � Summer: 88 73 50% 50% 75 35.17 I � _ __. _ � Duat 5izing In�trts _ __ �.._ - ---v_�._____ i �� Main Trunk Runo !I Calculate: Yes Yes � ' Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 , I Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. 'I Minimum Velocity: 650 ft./min 450 ft./min I I� Maximum Velocity: 900 ft./min 750 ft./min II �� Minimum Height: 0 in. 0 in. '�I �, Maximum Height: 0 in. 0 in. `4utside Aie Data _ -,--- — - �-- - -- — —; I ' Wint r Summer I ', Infiltration Specified: 0.285 AC/hr 0.130 AC/hr ' 107 CFM 49 CFM � 'I Infiltration Actual: 0.285 AC/hr 0.232 AC/hr , Above Grade Volume: X 22.489 Cu.ft. X 22.489 Cu.ft. ' 6,402 Cu.ft./hr 5,216 Cu.ft./hr ', X 0.0167 X 0.0167 ' Total Building Infiltration: 107 CFM 87 CFM ' Total Building Ventilation: 145 CFM 73 CFM II ' ---System 1--- �, j Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) !I !, Infiltration &Ventilation Latent Gain Multiplier: 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) I '� Infiltration &Ventilation Sensible Loss Multiplier: 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) I I Winter Infiltration Specified: 0.250 AC/hr(94 CFM) II Summer Infiltration Specified: 0.130 AC/hr(49 CFM) I,I II , ,, ' i ',, !i ' � , � ' I , � � I I ' I � , I i I � i ,I , I ' R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday, August 14, 2014, 11:15 AM ��� �� � M����C "" ` �E�t��.` : ��'���,� �s I���� ��ii`11�cha�it�f�iC. I H�rtt 1�,�5�4" �' . � �.� �.�I , -- - _ -- - ' '�, Load Preview Report I, --- _ Y Y , Y , � Net Reci ft.�l Sen; Lat Net Sen S s S sE S s Duct II Scope I Ton Tonj /Ton! Area Gain i Gain Gain Loss Htg Clg Act SiZe I , ; � CFM CFM CFM _..___._..___-- -- --__ -,I.___ �__I __._ �_—= -----a ', Building 2.10 2.23', 1,501 3,346 20,068 5,112 25,180 64,145 683 893' gg3 ' ' SVStem 1 2.10 2.23 1,501 3,346 20,068 5,112 25,180 64,145 683 ,, 893 12x14 ' Ventilation 1,013 1,694 2,707 13,154 �� Humidification 5,234 Zone 1 3,346 19;055 3.418 22,473 45,757 683 ��, 893 12x14 ' ', 1-Second Floor ' 1,152 7,884 1,569': 9,453 16,237 242 369 4--8 I 2-FirstFloor : 1,097 7,525 1,129' 8,654' 16,977: 253 353' 4--8 � Il�i 3-Basement 1,097 3,646 720 4,366 12,543' 187 , ' 171 2--8 , _ , , I , I I ' I , I i i I ' I ' I I i I I I i '; I I I , , i i I ' I , i I i ' I ____ —_ __—_ I R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14, 2014, 11:15 AM , , iI�-���dc�.���C'�t�1�f�""� :; . � : �� � .,e ���{'' [Ar�M�G��fi��� !� �� � #�� I ' i��.� �-., �� �� � , F.,� � >, , � � .,.... -�_,� , ..,.. —_ _- — -- _. . ,_ _ �_ .. ___ - -- - -- --- ' ', Duct Size Preview '' ' Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg � Clg Act. Duct I Duct Name Velocity Velocity Factor� L/100 Loss Velocity Length Flow � I i . �� Svstem 1 ' Supply Runouts ' � , I Zone 1 I 1-Second Floor Built-In 450 750' 0.01 0.1 264.5 242 369 4--8 ' , I 2-First Fioor Built-In 450 750 0.01 0 1 252:5 253 353 4--8 ! I 3-Basement Built-In 450' 750 0.01 01 244.7 187 ; 171 2--8 ; � Other Ducts in System 1 li Supply Main Trunk Built-In 650' 900 0.003' 0.1' 765.2 683 893 12x14 � Summary �� ' Svstem 1 _ II Heatin4 Flow: 683 Coolinq Flow: 893 ' � , � j '� � �� , I ,, � I I � , , � I I i � , � I ,� ', , � I I i � i ' , , ' � i ,,I , '' I I 'I � '-- - - ___ � R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14, 2014, 11:15 AM �-I---- � -------- .. _ . .. .. . .. ... --_- ...... ____.. -- -- i t fa+4���i,'�rA'���������ipF n7F��i�� � ' � � ����'aC��" � . E AiP M�rars�t�c. � � � � , �: � k t�tahl�1:a�e.tu�t �53�4 � � � �"' � , . , r,�. " � . � u y, �.,!, �� ,. _ �.- . . e �v K, , ,.� ;Y „ .- -- --- -- - - -_ _ --- - �� I Total Buildinc�Summary_Loads _ -- _ ___ -- ____ ___ - --- ___ �'� I :com�nent Area s�n L�t ; �en ' �'c�tal,, 'I De�ion Quan l.o�s G�it� �a�n ' ���n; ', �'I 4A-1f-o: Glazing-Double pane low-e (e=0.20 or less), 290 8,383 0 7,749 7,749 �� , operable window, e=0.20 on surface 2, insulated ', j fiberglass frame, outdoor insect screen with 50% 'I ' coverage, u-value 0.34, SHGC 0.29 � Fixed window: Glazing-operable window. low e on 50 1,360 0 1,275 1,275 I, ', surface any frame, u-va�ue 0.32, SHGC 0.33 I, 'I 4A-2a-d: Giazing-Double pane low-e (e= 0.20 or less), 84 2,000 0 2,661 2,661 i , sliding glass door, e=0.20 on surface 3,wood with ' ' metal clad frame, u-value 0.28, SHGC 0.3 I Side Light: Glazing-side light window, u-value 0.34, 12 346 0 378 378 ' SHGC 0.29 ', , 11 N: Door-Metal- Polystyrene Core 42 1,250 0 352 352 'I i, 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2345.8 13,559 0 2,456 2,456 ', cavity, no board insulation, siding finish,wood studs �� Rim Joist: Part-Frame, Custom, Rim Joist R-8, siding 287.2 0 0 136 136 I '!, finish, wood studs II '�, 15B0-4sf-10: Wall-Basement, , R-4 board insulation to 890.4 4,995 0 0 0 �i floor, no interior finish, 10'floor depth I ', 166-44: Roof/Ceiling-Under Attic with Insulation on Attic 1152 2,154 0 1,217 1,217 I ' Floor(also use for Knee Walls and Partition ' Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or , ' Membrane, R-44 insulation ', �'I 20P-30: Floor-Over open crawl space or garage, Passive, 55 164 0 15 15 '�I I R-30 blanket insulation, any cover il 'i 21 A-32: Floor-Basement, Concrete slab, any thickness, 2 1097 1,865 0 0 0 , ' or more feet below grade, no insulation below floor, li any floor cover, shortest side of floor slab is 32'wide 'i ', Subtotals for structure: 36,076 0 16,239 16,239 II ', People: 7 1,400 1,610 3,010 , ', Equipment: 0 0 0 II ', Lighting: 0 0 0 , ' Ductwork: 0 0 0 0 'I , Infiltration: Winter CFM: 107, Summer CFM: 87 9,681 2,018 1,206 3,224 ', Ventilation:Winter CFM: 145, Summer CFM: 73 13,154 1,694 1,013 2,707 I Exhaust: Winter CFM: 145, Summer CFM: 145 ', Humidifcation_Winter)_14.27__gal/�_: 5 234 _______0___________ 0 ____________0 I - ----------- ___------- � Total Building Load Totals: 64,145 5,112 20,068 25,180 �'� � �,CheCk Figures _ _ � _� � .._ __ _ . i I �Total Building Supply CFM: 893 CFM Per Square ft.: 0.267 � ', Square ft. of Room Area: 3,346 Square ft. Per Ton: 1,501 j ' Volume(ft3)of Cond. Space: 28,419 Buildir�g L�ads �� - - - --- __; 'i Total Heating Required lncluding Ventilation Air: 64,145 Btuh 64.945 MBH �I ', Total Sensible Gain: 20,068 Btuh 80 % 'I Total Latent Gain: 5,112 Btuh 20 % i ', Total Cooling Required Including Ventilation Air: 25,180 Btuh 2.10 Tons(Based On Sensible+ Latent) 'i 2.23 Tons(Based On 75°/a Sensible ' Capacity) Notes Rhvac is an ACCp approvep Manual J and Manual D computer program. v W �i , Calculations are erformed er ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. li, ', Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's pertormance data at i, '�, your design conditions. 'i R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday, August 14, 2014, 11:15 AM ��-.F� ;� ����a���E�1E� � � � � � � :+�r'NI�€ha�+�f� �` �' � � �� �� �t�rrt;�.aks.l�t �� — :� v� � � �� — � �--- ---� ---- . . � .. . , � ., s __ _ _ _— _ __ �uildin_q_Pie Chart - -_ Floor 3% ' Roof 3% Humidification 8% , I� �I Ventilation 21% �', � Wall 29% '� �� ��������� ���� �� ��, � �� . _�$ ��_ �.� ��� g ��� Infiltration 15% Glass 19% Door 2% Floor 0% 0 00 5 o Ventilation 11% Wall 10% ��. Vs��`"� Infiltration 13% ��F.�m�a � . 'k , � � � :ti�� People 12% Door 1% Glass 48% R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14, 2014, 11:15 AM , I � � . . � ' . � � _- - _-- � �i ��it�±�tt�l���t����1�� � � r �.� 'I ���Ai���- - -- ---- � - `���f� � ._�� , 'Detailed Room Loads - Room 1 - Second Floor (Average Load_Procedure�___ .__.__ _ I''�, �_Generai __-- , - - w - - - - ' ' ', �Calculation Mode: Htg. &clg. Occurrences: 1 I �, Room Length: n/a System Number: 1 �I ' ' Room Width: n/a Zone Number: 1 I I Area: 1,152.0 sq.ft. Supply Air: 369 CFM ', ', Ceiling Height: 8.1 ft. Supply Air Changes: 2.4 AC/hr ' ' Volume: 9,331.2 cu.ft. Req.Vent. Clg: 0 CFM , ', Number of Registers: 4 Actual Winter Vent.: 51 CFM ' ' , Runout Air: 92 CFM Percent of Supply.: 14 % '� , ', Runout Duct Size: 8 in. Actual Summer Vent.: 30 CFM '� , I Runout Air Velocity: 265 ft./min. Percent of Supply: 8 % �I Runout Air Velocity: 265 ft./min. Actual Winter Infil.: 41 CFM , ' Actual Loss: 0.030 in.wg./100 ft. Actual Summer Infil.: 33 CFM I I I'I 'i :Item �� � � ,�rea �� �� � � � -U= �" �ltg, �;�� � �#� �; �` ���en: I I -flescript��rt����_, � � �tianti#_1t_- 1iaCue ti�'M�� ��,l�+�s. `�� �HTM ` _��: ___ � :�am.; � I I, E-Wall-12E-Osw 37.6 X 8.1 242 0.068 5.8 1,399 1 A 0 253 , W-Wall-12E-Osw 37.6 X 8.1 230.2 0.068 5.8 1,330 1.0 0 241 I, , S-Wall-12E-Osw 35.6 X 8.1 278 0.068 5.8 1,607 1.0 0 291 �, ' N-Wall-12E-Osw 35.6 X 8.1 288.4 0.068 5.8 1,667 1.0 0 302 i� ! E-Gls-4A-1f-o shgc-0.29 0%S 32.2 0.340 28.9 931 28.4 0 914 'i E-Gls-Fixed window shgc-0.33 0%S 20 0.320 27.2 544 35.0 0 700 I ' E-Gls-4A-1f-o shgc-0.29 0%S 10.4 0.340 28.9 301 28.4 0 295 ', ' S-Gls-4A-1f-o shgc-0.29 0%S 10.4 0.340 28.9 301 15.9 0 165 I, ' W-Gis-4A-1f-o shgc-0.29 0%S (2) 32 0.340 28.9 924 28.4 0 908 I �� W-Gls-4A-1f-o shgc-0.29 0%S 10.4 0.340 28.9 301 28.4 0 295 I '�, W-Gls-4A-1f-o shgc-0.29 0%S (2) 32 0.340 28.9 924 28.4 0 908 I� UP-Ceil-16B-44 1152 X 1 1152 0.022 1.9 2,154 1.1 0 1,217 I, I Floor-20P-30 1 X 55 55 0.035 3.0 164 0.3 0 15 � Subtotals for Structure: 12,547 0 6,504 ��I Infil.: Win.:40.7, Sum.: 33.1 1,186 3.112 3,690 0.388 769 460 ' , People: 200 IaUper, 230 sen/per: _ 4 __________________________ __ 800 920 I II Room Totais: 16,237 1,569 7,884 I i i �I'� �I II I i I ' I I i III I � � i I i i � ' R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14, 2014, 11:15 AM �, r��c-.�e�r�`����.�� �� � � � .� ���V� 4� � ' �1�i'N�Gharti�af#t� T � ` � ' � �L.�k ,_fi�"��� � � �3 ' - _. ----- -- - _-- - _ - - ; Deta�led Room Loads - Room 2._- First Floor_�Averaa�e Load Procedure) __ �Gener�i �-� �; - I I Calculation Mode: Htg. &clg. Occurrences. �1 � � �i I Room Length: n/a System Number: 1 li I Room Width: n/a Zone Number. 1 I � ' Area: 1,097A sq.ft. Supply Air: 353 CFM � , Ceiling Height: 9.0 ft. Supply Air Changes: 2.1 AC/hr ' Volume: 9,873.0 cu.ft. Req. Vent. Clg: 0 CFM '�, Number of Registers: 4 Actual Winter Vent.: 54 CFM ', ', Runout Air: 88 CFM Percent of Supply.: 15 % !, � Runout Duct Size: 8 in. Actual Summer Vent.: 29 CFM ' II, Runout Air Velocity: 252 ft./min. Percent of Supply: 8 % I I, Runout Air Velocity: 252 ft./min. Actual Winter Infil.: 49 CFM �i Actual Loss: 0.027 in.wg./100 ft Actual Summer Infil 40 CFM I I�ifstr� � � � ArEa� �- �`U � � h�tg ��t1 ��� �!� �t `��h, I, �DeSG_ti(�uC>It ___ QUatlt�#y �l�ha@ H"C1Ul LUSS �'fi�!�� ; �t� =�ii'�' I _ _ E-Wall-12E-Osw 37.6 X 9 239.4 0.068 5.8 1,384 1.0 0 251 '�, S-Wall-12E-Osw 34 X 9 276 0.068 5.8 1,595 1.0 0 289 ', N-Wall-12E-Osw 34 X 9 285 0.068 5.8 1,647 1.0 0 298 � ', W-Wall-12E-Osw 37.6 X 9 259.2 0.068 5.8 1,498 1.0 0 271 I I N-Part--1°/0°-Rim Joist 34 X 2 68 0.068 0.0 0 0.5 0 32 I I W-Part--1°!0°-Rim Joist 37.6 X 2 752 0.068 0.0 0 0.5 0 36 I �� W-Door-11 N 3 X 7 21 0.350 29.8 625 8.4 0 176 '�'� �I N -Door-11 N 3 X 7 21 0.350 29.8 625 8.4 0 176 I !, E-Gls-4A-1f-o shgc-0.29 0%S 12 0.340 28.9 347 28.3 0 340 ��� E-Gls-4A-1 f-o shgc-0.29 0%S 45 0.340 28.9 1,301 28.4 0 1,277 ', 'i E-Gls-4A-2a-d shgc-0.3 0%S 42 0.280 23.8 1,000 31.7 0 1,330 I ' S-Gls-Fixed window shgc-0.33 0%S 30 0.320 27.2 816 19.2 0 575 ', ' W-Gls-4A-1f-o shgc-0.29 0%S (2) 35.8 0.340 28.9 1,036 28.3 0 1,016 '�i ' W-Gls-4A-1f-o shgc-029 0%S 10.4 0.340 28.9 301 28.4 0 295 ', '� W-Gls-Side Light shgc-0.29 0%S 12 0.340 28.9 346 31.5 0 378 I �2� -- -- ----- I Subtotals for Structure: 12,521 0 6,740 I ' Infil.: Win.:49.1, Sum.: 40.0 1,432 3.112 4,456 0.388 929 555 '', People;200 lat/per, 230 sen/per. 1 200 230 '�, Room Totals: 16,977 1,129 7,525 ��I I�I II I 'I , , , � I I � I I ' I i i I ,i , ,I! I , , , -- ___ - -- _- --- R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday, August 14, 2014, 11:15 AM ��� -����r������� r� ���.� � �� :�� r� s� -___ ;:�� � � -�: ���I � . , �. - - - _ -- - _�_ _ __ _ -- � � Deta�led Room Loads - Room 3 - Basement (Average Load Procedure� i Gener�� -- -- _- _ _ � � --- - �� Calculation Mode: Ht . &cl �. Occurrences: 1 �� � 9 9 ' Room Len th: n/a S stem Number: 1 ' 9 Y I Room Width: n/a Zone Number: 1 ', � Area: 1,097A sq.ft. Supply Air: 171 CFM ', Ceiling Height: 8.4 ft. Supply Air Changes: 1.1 AC/hr Volume: 9,214.8 cu.ft. Req.Vent. Clg: 0 CFM ' ' Number of Registers: 2 Actual Winter Vent.: 40 CFM ' ' Runout Air: 85 CFM Percent of Supply.: 23 % , 'i Runout Duct Size: 8 in. Actual Summer Vent.: 14 CFM � ', Runout Air Velocity: 245 ft./min. Percent of Supply: 8 % ��� I� Runout Air Velocity: 245 ft./min. Actual Winter Infil.: 17 CFM '� ' Actual Loss: 0.026 in.wg./100 ft. Actual Summer infil.: 14 CFM II - -�- ., ��fet� � : %�a ��; =lj_ ?:�:, }�t9':,, ��� .' � �� .�� ', ` �t� ��� '����' � Description Quantity �Ja1ue ___HTM_, : �ass � �'fl�l ' ;, ��'; �"`.��r�: W-Wall-15B0-4sf-10 38 X 8.4 319.2 0.066 5.6 1,791 0.0 0 0 S-Wali-1560-4sf-10 34 X 8.4 285.6 0.066 5.6 1,602 0.0 0 0 �I , N-Wal1-1560-4sf-10 34 X 8.4 285.6 0.066 5.6 1,602 0.0 0 0 !� ', E-Wall-12E-Osw 38 X 8.4 235.8 0.068 5.8 1,363 1.0 0 247 ' ', N-Wall-12E-Osw 5 X 6 12 0.068 5.8 69 1.0 0 13 I N -Part--1°/0°-Rim Joist 34 X 2 68 0.068 0.0 0 0.5 0 32 I �' W-Part--1°/0°-Rim Joist 38 X 2 76 0.068 0.0 0 0.5 0 36 �'�, � N -Gls-4A-1f-o shgc-0.29 100%S 18 0.340 28.9 520 8.9 0 161 '� , E-Gls-4A-2a-d shgc-0.3 0%S 42 0.280 23.8 1,000 317 0 1,331 ' I E-Gls-4A-1 f-o shgc-029 0%S 41.4 0.340 28.9 1,196 28.4 0 1,175 I �i Floor-21A_32_1.X_1097 ____ 1097___ 0.020 _ 1.7 1 865 _._0.0 ___ 0 ______0_ '�, ', Subtotals for Structure: 11,008 0 2,995 . ' Infii.: Win.: 16.9, Sum.: 13.8 493 3.112 1,535 0.387 320 191 '; ' People_200 I�er, 230 sen/per: _ ---------2----------__---- ------------- 400_--- -- 460 ' Room Totals: 12,543 720 3,646 . ' I i ' I � ; ! i il II '�, ' i '� � I � R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14,2014, 11:15 AM , � , . ��.R F��ld���,1��t�E����� y � � � �I �t��ti�t�� � , � ��� � � �, � � t � �� �i - - — - - - -- m1 �S ste Room Load Summar , _ _--__ --- -� _ __ -- - -- _ __ � �Htg � Min Riar�� �� Run ��� ���g C� �� �lii� °': �1t:� �i r�� Room �� � Area � Set�s � Nf � D�.�# `13�i�t-���� -. S�n� ��� �� � ; ���:�� � � � .. ���'�'� I , �; No Name _ _ �F=; 8tuh ��M Size °..: Ve! , _ �i�t� Bt�afi--,: ���4 ` C��It I '�i ' ---Zone 1--- ' 1 Second Floor 1,152 16,237 242 4-8 265 7,884 1,569 369 369 'I 2 First Floor 1,097 16,977 253 4-8 252 7,525 1,129 353 353 �� __._3 Basement _ ____-_1 097___12,543 .___.___ 187--_---_-2-8 __--- 245 __- 3,646----720 ---_- 171_-_-_- 171_ 'I ' Ventilation 13,154 1,013 1,694 �I I, __ Humidification 5,234 -- ---- ---- ---------- --- -- - � ' System 1 total 3,346 64,145 683 20,068 5,112 893 893 ' ', System 1 Main Trunk Size: 12x14 in. , Velocity: 765 ft./min ' Loss per 100 ft.: 0.092 in.wg ', �;ot�iin '��Sks#erra Sumrnary�� � _ _ , _-_ ___ _ � _ _ .., � ��' � I � ���Cooling . � . 5�ens�bt�11.�#ent Se�sibte �� ���� '�+�% �I �� To�r� � � ��pU�'� _ �..��� �tuh ��, �����:��t�� � ° `�3�t�1 �, I Net Required: 2.10 80%/20% 20,068 5,112 25,180 '', ', Recommended: 2.23 75%/25% 20,068 6,689 26,757 '� � _ .. — ,... - . I �F ui r�ent flafa � � � � _��.____. __ .__ _�.� �' �I , Heating System Cooling System � !� Type: Natural Gas Furnace Standard Air Conditioner I I Model: � I Indoor ModeL I ', Brand: � ', E�ciency: 0 AFUE 0 SEER �I '' Sound: 0 0 ', Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh li I � ', ,I , � , i '� � I ' 'i il � i i ' I ' �i , � II I I i � , I 'I � , R:\STONE COTTAGE CONSTRUCTION\HVAC\David Smith Residence.rh9 Thursday,August 14,2014, 11:15 AM 4 s � • �s-�,e.�� V�TI`�. /�Jc.Fk�=�'� �v,lnd�ai NC� 3� �,a � ����' c�' �? a �a (v1 ft�1�nJM —�—��' � '��� � ��o°7I- � lZg � .� �--30`, ---� � ,�c�� � � �' � k `° �� �( �.�( �'�i Foc�°r1�)t�, �Z� \N��. ...� 4�53 C�:`% _'._'.�'� F—s�.ov£ Z`` % �b•r / �� � � 1 A�t" � t . 3l�" g33�4� �1 �� / 1 3'1 � � � / Z� ay.�l, �" B•.5E 2�2' _�_.. __ __ ._ '. _ �`---3 to'' --�7 I<�--- So'i nn t nt•--'�' C/ ���C C�� �C/T1C e r o i c c D 0 D ° 0 General Features The model DH071 or DR071 grinder pump station is a complete unit that includes: the grinder pump, check valve, HDPE (high density polyethylene)tank, controls, and alarm panel.A single DH071 or DR071 is a popular choice for one, � average single-family home and can also be used for up to two average single- ' - family homes where codes allow and with consent of the factory. • Rated for flows of 700 gpd (2650 Ipd) " • 70 gallons (265 liters) of capacity • Indoor or outdoor installation • Standard outdoor heights range from 61 inches to 160 inches The DH071 is the"hardwired," or"wired," model where a cable connects the motor controls to the level controls through watertight penetrations. The DR071 is the "radio frequency identification" (RFID), or"wireless," model that uses wireless technology to communicate between the level controls and the motor controls. Operational Information Motor 1 hp, 1,725 rpm, high torque, capacitor start, thermally protected, 120/240V, 60 Hz, 1 phase � � Inlet Connections � 4-inch inlet grommet standard for DVW pipe. Other inlet configurations available from the factory. Discharge Connections Pump discharge terminates in 1.25-inch NPT female thread. Can easily be . adapted to 125-inch PVC pipe or any other material required by local codes. Discharge 15 gpm at 0 psig (0.95 Ips at 0 m) 11 gpm at 40 psig (0.69 Ips at 28 m) 7.8 gpm at 80 psig (0.49 Ips at 56 m) Accessories E/One recommends that the Uni-Lateral, E/One's own stainless steel check valve, be installed between the grinder pump station and the street main for Patent Numbers: 5,752,315 added protection against backflow. 5,562,254 5,439,180 Alarm panels are available with a variety of options, from basic monitoring to advanced notice of service requirements. NA0050P01 Rev B The Remote Sentry is ideal for installations where the alarm panel may be hidden from view. � . , . � � O P T I O N S : �D H O�� LEVELRCON ROLS) FIELD JOINT REQUIRED � � D R O�� LEVEW�CONTROLS) FOR MODELS DH071-129 / DR071-129 GASKETED LID, HDPE � STRAIN REUEF CORD DH071-160 / DR071-160 CONNECTOR PROTECTIVE CABLE SHROUD �� (HDPE) ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) -'�POWER/ALARM CAB�E 12-6 W/GND. E/ONE EQUALIZER INTERNAL WELL VENT QUICK DISCONNECT ASSY. 2.0' DIA. (304 S.S.) INLET, GROMMET TO ACCEPT 4.50" O.D. 5.5. CAST BALL VALVE PVC PIPE (STANDARD). � DUST COVER SUPPUED ' FOR SHIPMENT (NOT / SUITABLE FOR BURIAL) DISCHARGE 1-1/4' FPT 36.0 in ALARM 914 mm 1-1/4" DISCHARGE LINE C TO INLET (304 5.5.) O O 26 in 41.6 in �N 650 mm 1057 mm CHECK VALVE (NORYL) 18 i� 47 gal TO DISCHARGE OFF 447 mm ��9 L ANTI-SIPHON VALVE 32 gaL (NORYL) 121 L 14 in HDPE TANK 345 mm DUAL WALL, CORRUGATED 29•5 DIA in 24 gaL 70 GALLON CAPACITY 749 mm 91 L SEMI-POSITIVE DISPLACEMENT TYPE PUMP. �� NSF S� EACH DIRECTLY DRIVEN BY A 1 HP MOTOR AD CH 10/20/10 C DR BY CHK'D DATE ISSUE SCALE CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTION � • � FOR DETAILS ��W��6 i�V�4�RA� MODEL DH071 / DR071 DETAIL SHEET NA0050P02 � • , r • GRADE MUST SLOPE O P T I O N S : � D H 0 7 1 �� Z� LEVELR�NTROLS) AWAY FROM STATION (WIRELE55 � D R 0 71 _�2 4 LEVEL CONTROLS) GRADE GRADE , //\�/��� \�\i� \�//�•' 7T COVER OVER DISCH �. INVERT DEPTH 723.3' i � CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS 47.6' 36.0• U� NSF SA AD CAH A7/13/07 A t/16 DR BY CI�C'D DATE ISSUE SCAIE DISCHARGE� 1-1/4 FEMALE �4S 29.5' EPDWNLE��ET ��' � PIPE TH2EA0 PIPE (STMDARD) � 8EWER 8Y8TEM8 MODEL DH071-124 / DR071-124 NA0050P07 , _ ..._�u.�,�__�.._� 4� � .� . � . . - it [ '"�I�1 ��i� � ��ll�Ii�� �I�� �ate: c����' �� � EATI �! G , � � � � IN � c� �iADlANT � s F'ag�; f' c�# 164�7 Aberdeen S# �I�• Ham La�te, lv1P�l 553fl4 ��763) 434-7��� 2795 Hig�away�5 E�st�Eag�n, fv1N �5121 (��1}452-2fl25 Project: ���-�¢� ��t=� ��-� f � ;,.�,.. www.airmechanicalinc,c�m �__.,.__..__.._ � �_ �'er�fa���ia►�, �� �up ar� mb��s��ta� l�ir C�I�ul�ti�r�� S�brr�itt�l �rnn ��r �Uew �v�r��l�n�s These blank su6mittal forrns and instruct;ons are avauable ai the City of Charrhassen websit�.and at City H�#1. �'he compiefied forrn rnusk be submit- ted in duplicate at the tirne of ap�licat�an of a mechanital perrnifi for new construction. Additionaf forms rnay be c�t�wnl4aded and print��t at; h tip:jJwww.ci.chanhassen.mn_usf�er�Jbuild htrnL Site a8dress �r,�b� ��� �� �'�,. i�ate / _.�_, �^. 4"-!� Contractor �^,�. ,�" � '�tnptet2d `�t i?13,�.-- �2��^�s�, BY �`�` ����. � �C$iOC#� �£ttti�c'�'�It1ti Qtia�l�t� {peterrnine quantity by usi�g T�bie Nlifl4.�or Equatic�n 11-51 Square fee#(Condi#icned area including �.� ,�� � ,� 8asemeni—finishadarur�fdnishedJ �--*-� � Tqtairequiredventila#ioro �� Number t�f�edrta�ms � Continucus uentilaiion �� , Drrectiflns-Determine the ta[v!arad continuvr�s venfrlatian rt�te by either using Table N1104.2 ar equc�€-�vr�31-.1. The table and equation are be�ow. Table N1204.2 Tata!and�on[inuaus lten#ilation Rat�s{in cfma Nurnber o#Bedrnoms � 2 � q � $ 6 Cc�nditianed spa�e{in Totalf i'otal/ Tota1J Tota3/ Tr�ta3J Total/ sq.ft.) corstinuous continuaus c�ar���r�u�us c�ntinuous continu�us continuous �00�-150o so/ao �51�� �0��5 �os1�3 z2qls� �.3sJ�� �.s��-���0 701�� �s/�� ioo/so � ���l�s � �.�o/�s 3as/�� � � 2001-2500 $fJJ40 95/48 i10JS5 12�153 14(3J7�} 155/�8 2501-3(3{�t7 90l45 IO�J53 120/6iJ 135/6$ 150/75 1��J83 3UOI-350� iflOJ50 325J58 13C�J65 14 7,6C}/��7 17�j$$ �so�.-a.ot�o 11o/�s 125�s� lno/�a �ss��a ���/�s z�sf9� 40t�1-45(�Q 12{3/6{k 135Jfi8 150f75 1651$3 180J9Gt 195J98 �saa-s000 �.�o�ss x4s/7� ��o/so i��1ss I zga/�s �o�1�cr� S�t?1-55fl0 14flJ7{� 155J78 i70/85 185/93 ZOOJItit! 2151108 �5��.-soot� �:�oi�� , a.6s/s3 2��/so �s�l�� zsal�c�s 22�/�.�� Equatir�n 11-2 {p.03 x square feet of condition�rf spac2}+(i5 x(r,urnber c�f bedro�tris+1)]=Totdl v�ntilatit��x�te(c#m) 7ota!ventifatiora—The mechanical ventikatior�system shal!provide sufficient rautdoor air to equa3 the�c�tal venti3ation rate average, for each one-#�aur period according ta the above table�r�qu�ti�n. For heat recover,r ventilatflrs�NRV}and ene�+recoven/ventila- tors{�RVj the av�rage houriy�entii�#i�n capaci�j+must be determineci in consideratian of any re�iuction c�f exha�rs#or c�ut cutdflor air intake,or both,for defr�si or oth�r equipment cyciing. Co�t�r�ue�us ventilation_A minimum af SO percent of#��tota!ventitati�n rai�,but rr�t I�ss than 4{�cfm.shall be�rouid��,on a ccan- tinu�u�rats average for�ach t�ne-hour p�riod. The�r�r�ion c�f the mschanical ventilafiion syst�rn intendQd to be continuous may have�utomatic cycling c�nttols providing tt�e avera��flt�w rate tor ea�h�aour is met. G;IS�EMJK1V�nt-m2k�up-c�mb air snbmitial{2;.docx P��£1 Uf 6 Sec#ior�E� Ven�i{ation Methad (Choc�se either balanced or ezhaust only) �6alanced,HRV(Heat Recovery Ventifator}or ERV{Energy Rect�v- Exhaust'orily ery VentilaCOr)—cfm of unit in iow must not exceed continuous vent�- Cortinuous fan raCin�an cfm Iation rating f�y mc�re tt�an 100%. �-°`^`��'�� HaB���� Ccsntinuflas€an rating in cfm{c�pacity must ncst exceed `—�� continuous t+entilatian r�ting b m�re than 20p1o} �j 17irettio�ts-Choos�the method t�f ventilatior�,6alanced or exhaust onty, B�rlanced uentitation systems a�e typically HRV or�RV's. Enter the low and high cfm arnaunts. Lc�uj c m air flow must be equal to or greater th�rn t1�e required conttnt�aus ventilatiorr rate�rrad Jess��ron ZOt?°o grecrter th�n th�continur��r3 rate. �For rnstunce,if the low cfin is 40 cfrn.�he ventilcrt�t�n fan rnust r►t�i�exceed 8D�fm.} Automr�fic crrntrols mvy a�taw the use of a targer fan thr�t i�opert�ted a percentage of each hour. $��GtIO#�� V�ntilati�n Fa�Sch�dute C�scription Lacafifln Continuc�us Erst�rmittent , ��� �trr';'. �✓�'o� d—.^.. ;;-^,�,.� �c'�'f.c e,.a � . . . . . (�,',y f� � �,:YG��-y!.`. �.. Directions-The ventilation,�an sche�ule sfio�rld�'�scribe what the fnn rs fr�r; th�locatron,cfm,pnd whether it is used for continuous or intQrmittQnt ventilation. The#an that is chose for cr�ntanuous ventilarion mu;�t be equal t�r ar greater than the lo�v m air rating and le�s than�L�t?°�greater than the cantinuaus rcrte. (For instpnr�,if the!ow cfm is 4U cfm,the co�tinutsus ventifatitan�on natrst nt�t exceed 80 cfm.J Autarrratrc controls m�ay r�ltaw the�rse of a larger fan thcrt r's aperated a perc�ntage of each hour. �S�ction L} Ventilatit�r�Contr��� (Descnbe aperation and control of ih�cr5ntinuous and intermittent�en�ilation} directions-Describe the pperotion of the v�ntitation system. 7here should 6e adeguate de#oi!for plan reueewers and inspectors ta verify desigrr nnr� instal(ation compfianc�. Retated trodes otso need adequate detar"1 far placemen#of cerntrots and praper�sp�raPion of fhe bt�iJding uentifaTian, If exhousf fans are used for bt�itding ventilaiion,describe the aperotron ond location of ony cvnYrots,rndicvtors and legends. tf on FRV or NRV is to be instatted,describe how if wi11 be insrall�d.1f it wi1!be cannected ond interfnced with the air hondting equipm�nt plet��g describe surfi cortnettions os detaiJed in the ntonufactures'insfallatian instructro�rs.lf the insta!lateon instructians require ar r�commend fhe equiprrr�n#ta be interlocked with the air handling er�uipmenr for praper aperation,�trch interconnectian sha!!be mode flr�d described. �ection E �tlake-up air Passive(de#ermined feom calcWations fram Table 501.3.1) � Powered{deiermin2d from calculations�rom Tab1e 541.3.1� `� interincked with exhaust d�vECe�determined from calcufatiaii fr�m Tab1e 5{�1.3.1) � , Other,describe� � , Locatit�n of duct or system uentilation make-u{�air:�eterm�ned f�om make-up airap�ningta��e ,. r, f`�'k� Gfm Sfze and type{round,rectenguiar,filex orrigid) (NR mean�not ret�uired) P�g�2 c�f� . � 5 Directions-!n order to deterrrtine the makeup trir,Ttrble 5U1.3.1 m�rst be filled out(s�e below), For m�ost new instotlatlt�ns;cc�)umn A w17f 6e appropriute,hvwever,if atmosphericalfy vent�d appliances arsoJit!fue!apptiances ar�installed,u�e The ap�rroprrate column, ,-_ F'ar existirrt�dwellings,see INfC 5t7.I,.3.3. Alease note,%�th�makeup trLr qutrntiry is negtrtive,na additional mtrkeup arr witl be re- q�rired for ventilation,if th�value is positive refer to Tabje 501.3.2 and size�he opening. Trcrnsfer th�cfm,�oze of��rerring pnd type (round,rectangulpr,fJex or rigid)to the last line af secrion D. The make-up rrir suppt�r must be instalJed per 1MC.�{11..�.2.3. Table 501,3.1 � PR{3CEI7tJRE Tt�DETERMfNE MA�{EUP A1R QUAfU�fi'��R EXHA(JST EC�UIPII�EIUT IN DW�i.tI�IG� � {Additiondl combuS�tiQn air wi11 be requ'sr�d#�r combustion applianGes,see KAIR methad for calCUlations} � On�a€mu�tlpie power pne or mult3gle f�n- �?ne atmo�ph�ricaily veni t+litiftiple atmosphericat- vent or direct vent ap- assi<_tecl appiiances and gas ar o+i appiiaace or }y vented gas or oiI � ptiances car no combus- power vent or direct�rent one solid fuel appiianc� appliances or soiid fuel ; ti�n appliances aPp#6ances appiiances � ? Col�rnn C� Colurnn D ' Columr,A Column 8 � 1. �� 0.25 0.09 0.(36 a�pressure factor (3,t?3 t tctmJs� b)conditioned#ioor area(5#)(inctuding unfinished basemerrts) �1�; �� � Estimated House Infiitratibn(cfm}:[la x lhl �c�� ,� 2.Exhaust�apacity t a)continu�us exhaust-only ventila#ian �---, system(c#m};(not appiicabie to ba- ��! lanced ventiiation>rystems sUCh as ! HRV} ; 6)clothes dryer{cfm} 1�� ��� ��� ��� c)8Q%o#largest exhaust tati ��cfrn), Kitct�en hood typically I {not appiicabte if recircuiatin system � t-/',�°J or if powered makeup air is lec:rically � iriterlocked and niatch to ex ust} � d)8Q%of ne�largest exhau t rating � (cfm); bath fan Typical�y � (not applicabie if recirculat�n�system Not or if powered makeup air,s�ec#rically �f�P�i����e ; inYerlocked and matchedto xhaustj Toial Exhaust Capacity(cfm}: /� (2a+2b+2c+2dj 1�.m,_ 3.Makeup Air Quantity(cfmj � � a}tatal exhaust capacity(ftom alaovej ���. b}esiimated hou5e intiitratiozr(frarrr � ; above) �� � � , 3 � Makeup Air Quantity{�fm}- [3a-30j � (if v�lue is negative,no makeup air is -v ���� needed) J` 4,f-or makeup Air 4pening Sizing,r�fer � to�TaGle 501.4;2 A. Us�this column if there are other tttan,€an-assisCed or atmosphericaliy ven�ed gas or oai applianee or a#there are no combus#ion app}iances.{Power v�nt �nd direct vent appliances y be used.} B. Use this column Ef there is one fan-assisted appliance per uenting sysi�m.{Appliances other than atrti6spherically verified appliantes may aiso 6e i�- cluded.) C. Use this columr+yf there is one atmosph�rically vented{t�ther ttjan fan-assdsted)gas or oti appli�nce per venting�yst�m Ur pr�e s�alid fuei appiia�ce. D. Use thPs column if there are muitipte atmosphericaily vented gas or oil�ppliances Using a common v�nt dr i#there are aCmospherically vented gas or cai� a}�pliances atad solid fuel�ppliat�ces. Pag�3 ofi 6 . , ' , Makeup R�ir t3�ening i'able fnr New a»d Existir�g C�urelling Tai�l�SQ1,3.2 Oiie or muCtiple pawer Q�te or rnultaple fan- O�re attnpspnerically I�ultiple atmosphertcally � vent,direct vent ap- assist�d ap�r�iane��and vent�d gas or oi1 ap- vented gas or oil ap- Duct�ti- ptiances,�r no combus- pow�r vent or direc� pliance or ane salid€u�l plianc�s flr sotid Euei am�ter � tion opplianc2� ' vent appliances appliznce appli�nces �alurnn A Calumn B Colurnn G Column D Passive openi�g 1—3�i �—2� g-1� 1—9 3 Passive�penipg 37—66 23—41 1fi—28 iQ-17 q Passive Op�r�ing 67—1{?9 , 42—��i 29—46 I$—2$ 5 P�ssive opening 110-163 t,7-1{SO 47—�9 29-e�2 6 Passiv�apening 164—232 101-143 7t7—99 A3—62 7 Passiue apening 233—317 34�3—395 lpp—��5 6�—gg $ Passive opening 318—419 t 196—��g i36—179 84—21D g w/motorized damper passiveopening 420-533 Z59-332 18C-230 i12-14� 10 µ�Jmotorized damper 3 Passive opersing 540—b79 333—a19 231—291! 1Q3—179 ;1 w/motorit�c3 damper Powered makeup air >b79 5419 >290 >139 NA tvotes: A• An�quivatent length af lOt3 feet nf raund smooth netal duc#�s assc�med, Su�tra�t 44 feet fpr the exterior ho4d and t�er feet fcar each 9q•degree elbovu za det�rmine zhe remaining iengt�of straight duct allowable. B- If flexibie duct is used,increase the duct diameter k�y one inch, Ftexihte duct shal(be stfetched with rrtinimai sags. Garrxpress�d duct sha�l not be accepted. C. Baroi�etric dampers ar�prohihited ir�passive makeup a1�4periings when�ny atmt��pherically vented appliance is insialled. D. Powered r,takzup air shalf be eieCtrically interloc.ked witb tFae(argest exhaust system. S�.'C�tUC1S F ��tTl�3l1S�IOf1 8tt� Not required per mpchanita!code(Nt�atmosp�ei ic ar power uented appiiancesa {%aSSive(see IFGC Appendix E,Warksh�et E-1) Size and type ��$ T 1 , . �+''d Qi�7£P,S��SGFIb@: „' "'cA � t�^G �r P'l�'.x"�m�;t�� .�.. �,�.. Explanatron-lf na afmospheric�sr power venzed appli�nces crre in�talied,check the appropriate bax,nat required. 1f n p�wer ve»ted or otmosph�rically vented applicrnce instatled,u��iFGGfippen�iix� tNorksheet�1(�ee beJrr�vj. Please enter size and type. Cc�mbus� tian air vent suppiies mus�cammunicote with the ppp�rance or tsp{atiances thoP require the ctrm6ustron air. Section F cc�fculata�ns foJlt��on the ne�2 pa�es. Page 4 0#� . : ' . Directiaras-The luTinn�sota Fue1 Gas Ga�fe meihod to calculate to size v�a reguired combustron air apenint�,is called the Knawn Air Jnf iitration Rate Method. for r�ew tons��u�tion,4b�rf st�p�is required io 6e�lder�ca�et. IPGC Appendix E,Worksheet E-1 Residential Carnbustion Air Ca1CUlation Metfiod (for Fumace,Boiler,andJot�Nat�r Heat�r in the 5ame Spac�} Step 1:Compleke vente�I combustiot�appliance in#ormatiar�. ._-- FurnaceJBc�iier, E�raft�(tiod v Fan Assis*ed �pirect Vent #nput: �`'��'`'`� $tuJhr ar Power Veot V4'ater Heater: DraftNood tY �anAssisied _Directvent lnput �`�r`�`�'� BiuJhr or Power Vent Step Z:Caicuia#�the volume of the Combustion Appiiance Space{CAS)caniaining comtrustion appiiances, The CRS incluc3es�lI spaces�os�rrected to one another by code compliant openi�3gs. LP.S volume: ����� f#3 LxWxH � W H Step 3:t3etermine Air Changes per Hour(A�H)2 [7efauit ACH values have been incorpo�ated intn Table E-1 fnr use with Method 4b{KAIR Method}. tt the year of cons�ruction or A�H os not known,use me#hod 4a{Standard Method). Step 4:Deterrnine Requir�d Voiume for Cornbustion Air.(QO NOT Ct�UN7 pfRECT VENT pPPtIANCES� Aa.Standard Method To�ad BtuJh�input of all combusiion appliances tnpute 8tu/hr Use Standar�}�ethod column in Ta6ie E-2 to�ind Tota)Required TRV: ft' Vatum2(TRV) ifi CAS Volume{fram Step 2)is great�rt7srrn 7RV then na outdoor opening�are needed. If CAS Voiume{�rdm 5tep 2)is les3 fhan TRV Ch2n go#p 57EP 5. d6.Known Air Infiitration R�te tKAiR)Method(DO NUT COUNT LsIRE�T VENTAPPLiANCES) Total Stu/hr Fn�ut of aii fa�t-assisted and power ven#app#iances In�stre;_ �"`t��� gtuJhr Us�Fan-f�ssisted Appliances column in"fable�-3 to fin�# RV�A� ����� #t' �tequired Vt�lume Fan Assist2d(RVFA} Totat Btulhr input af alI�lat�ra�dr�ft appGant�s Input: `� BtuJhr Use Naturat draft Appllances cotumn in Tabie E-1 to find RvNFp; � ft3 R�uired Uotume Na#urai dra#c apptiances(RVf�DA} Total Required volume{TRV)=RVfA+RVN�A 7RV� ��a *� �. +� - p,c" ;_�' -��y�_ 3f�AS Volum�(#fom 5Yep 2}is qrea#er than 7RV then no ciutddar openings Gre needed. if CA5 Valume(from S#e 2}rs less than TRV th2n gp�p 5TEP 5. Step 5;Calct�late the tatia of available interi4r volume#a the tt�ta3 required valume. Raiip=CAS Volume jfrom�tep 2j divided by TRV{feom Step efa or Step 4b) / ,�^� Ratf�i= / /-�ci J t�tk�'� _ . �7 { Step 6.Caitvfate Reduction Factpr{R�j. RF=S minus iiati� RF=�_ . ,� _ �r°� Step 7:Galculate singte outdoor opening as if alt combustion air is frtrrrr outside. Total'$tuJhr input ofi ail Combusiian A Iiances in the same CA; '"""`A��`��' PP Input: °`a 6tufhr {�7{�EPT DIRECT VENT? Combustfan Air Opening Area{GA�A}. Total 8tulhr divlded by 3000 BtuJisr per inz C.�OA=��"��� J 3(7t}D BtuJhr per in�- �..a� ��yz Step S:Calcutate Minimum CAflR. Minimum CAOA=£AOA mulfi 1Jed by RF Minirnum CAOA= 0�� X � '''�� '� � �,�2 . Step 9:Catcuiate Combustio�AirOpening Diamerer{CACJp} CAQD=2.13 mnttrplied byihe square�aot af Minimum CAt7A �OD=i.i3 V Min�mum CAOA= ���'�� an,diameter � go up one inch in sise if using flex durt 2 If desired,ACH can be daterrnirr2d using ASHRAE�alCUlatipn pr biower tloor test.fallow prpeedures in SeCtion i G304. �c'3t�2 TJ Kl�� ' * � � f���e � c�f I ___ ___T _.__._ �_u_ _____.._ �__.__.�.._.___�__ _ . . _.__.___.._ ___�.. f��;a�p�na�E z��i��-� R�.z,darr#las�.am6us:v�.�:�o.r{Requ�:€�?tk�Irs;�rir,rYniv��.o$aied4ninpvtRaiin�nf,4pp3iaacc?� . trypu:Ra#�irg j 52�anttard AASthae � � Kt�awn»erinfihratiari Ra4�.;SSAIf',)tizihod�tu�i:J . in"*ui"'� � ^ �.�.�._._....4._........- __ ._. . . -- . � ' far�Rss,s;ed ar FawerY�eni tva2ur7t S}rs'?t . ; 19°4iauresert. _�._.�_�re-i994 3 }994to�resant �re-199� y.�G� j ZSfl j _75 I 1SS � 525 ��53 _ , 2Q,�5E?t� � S46 � 75� �.375 .� 1,056 I 5�5 . 15,40iS 35t7 i 1,1:5 � 55� 1.575 i 75�__ ._. ___. _. � 2t�,pa� � 3,0(!t7 C I�SQC ', 15U 2,10P 7 i3OSQ . .._. . . , _ 2�,[a�G ; �.250 I.8t5 f 93W 2,�25 � 1.313 391,tY��7 d ?.Sf�i9 �.25t3 a i,125 ; 3,i5C � 1,575 , { .._. . { � 35,Ufffi . . .. � 3,75II ... .i;c�� . .. I I,=:is � 3:675 � 1�3E . . . . , ., $.._ ,_ .,, ., 4 ODG. . ... � ? .. .. . 3,0(i0 # I=K€�d., .... � a.;46 .. i "',SO[t � . .. ._ ..... . .. . 4S,D#! 2,35U 3.375 { 1:6SS �a:125 � 2 3G3 SG D�iC 2,50C� i 3.75fl �,6?a i g,2S4 �2 52S 55,O�RG 2.�5L� � 4,�25 � 2�5363 1 5.7?S i 2�$B __,.__. _ 6fi.66; 3.�0� a:5tl0 i 2:2�SC1 � 6.3�iI } 3,250 65,�7{1p 3.25¢ � 4.875 � 3 f38 � b.82� � 3,413 TD..ODO ��3.59� 5..�.5� 2..625 � 7.350 I 3.675 75.ti�C 3.75G � 5»fi25 I 2.£13 � 7,8)S � 3,938 SO,,iJ�3i# � c,�iQO ' &:�O�S I 3,060 i 8,4L1(1 �_a�,2Q0 E5,OL`fl� t w.?SR ? 6.375 E 3.15° i 3,9I5 ..�P+.463 90:DD(1 �.�.�q ` 6.75G � 3,3)� � 9,456 #f.�25 �5,006 ' c,.'50 � 7.125 ; 3.56� � 3.47.� ; 4.9&3 � __.��_____�_.. ___1,_._.__T ._�... _..._. _. � _ St1Cr06ti 5,000 7�S�Q � 3.�50 ��1Li.5E7G ; 5,25� I i 105,93C i 5;254 7,375 3.935 x1.025 a 5,513 _� �11D60� " 5.5ti� E.?SC �;12; � ]:1.SSt1._.__ __ � r�775 SiS�"G =�;lStt ._.._.�„_-_ g,525 �4,31�^ ; Z2,0T5 � 6,038 ._...� 13C�,flSs.", ix.0�0 .-'-__._.._ 9.00C +r.500 : 22�b00 6,30D 125,�Sk�r fi.25�1 9.3}5 �4,6SS ? 2�,1:5 £,563 13G,COw � 6�590 �w� �,575_--- ; 33 65D • c,825 ��'�-__ 1 9,�SEl 2?5,#!CG ___.__w_,__ 4 G,35t3 1ti,125 �.O�i 1F,1?5i� 7,088 � __z40a0�tiS^..._,�_____���___, iO.SQD 5,25p � � 54�,3DD 7,350 1C5,(it&+S �. � i.750 ifl a75 � 5.438�..�._.. 15,225 :�,513 ` . .._.._�. _._._ ^ ._� .._......._- ..:.. 150,C44 7,Sq0 Il 25D ��.E�S , 15,fi50 7°75 �._._�_ . . _.,.____._.__.___.. _ 2s�S,�EiG 3 7.JSC ......._..._� 11,6<'5 j 5,313 i6,275 � 8.13S . . - ...__..���. -- ._.. ..,_..__ Y��,y0t1 8.07D0 __ 12.400 5,�00 � 1b.20ti ,8,A4Q �------- .��.____._ 1t;S,"vi76 fi.25C 12.3?5 t §.1u8 ; i7.325 3,6�3 - �__.�_......, .�.,. k________ -'r. -�. . . ..._ .___-�-- __.____.,,. . 120,{tG" ff.SJQ ; I2,75i� ! 5;37= j Y7,S5t9 � 3,�25 ______--.�._ �-_ ___. ._.�.____. _____.____ _.^� �7�,�GC B,i50 , 13.T25 6 Sf a 13.375 -° 9 8 _. .:__�, _. ___ ,� S:��t,'u�G �.tI�O k3:506 j fi.750 lE.9DD 9,450 _--- 185,^4Q � 9,35p 13,E75 6.�38 19,425 � 9,713 24D,OG4 9,5'qD 14.250 7,1.� 1�.950 - 9;475 295,�4G 9.75� 1k,fi25 7.313 ' :�.475 1C,23$ tOtJ,Oii,r j a0.�]�`"_ 15;i4C10 � 7.Sn0 ` 31,OQ0 10,506 �oS,c�� .. �j =6.25�t 15 375 .... 7 6S� ��525 . 14;PS3 ._...__ i26,D44' � �O,SdO :�:15_756 � � 7.37� i��-�i,65D � � i1,025� 215,644 30.)50 1�.i25 �.�E3 f 12:575 11.2$S 2e4,AQ#� � .1.9G6 15��,SCtO � 9,ZSQ� . 23,200 � 11.550 2�S,�Ot3 ' 'i.T.259 � . � 1fi,fr75 �.53£: .. 23,b25 11,913 �_'- . 23�,�Q� �;566 y 1�.250 8,G25 2�,150 12,Q75_ i. irie i�snd�ts rzhrs to dwrllin�s toresituet�d underxlfe sSBa tainnesa�Er.r�g�vCvde.The de.tault�,A�R used in thss seetinnat:tt�e�.taG�s 0-3D:.{M .�. 7'hasectqnoftAen.� .�tv6et�cdfordi��eFieogsc:ousirutedprorioz59a Thede�ultK:A�#F}u�dln�th?��:cianotat+�� ��s0,4GACN.. Page�ibf6 ��tt�:�::Idc��s,������lc�.�c�t��'t�s���cz'��itic�==(l.?&�i�-{,�z���i��t.tl�ici=���'?7�1��)a��I���f���,�r�l=�3ttp._, �.°'?�/?�11 Y ' ` . 2014 FOUNDATION GUIDE : SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)AS WELL AS THOSE OF THE MINNESOTA STATE BUILDING CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31,2014. DRAWING INDEX: SCOPE, INDEX, &CERTIFICATION SO USE GUIDELINES AND MATERIALS S1 GENERALNOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 I hereby certity that this plan,specificaGon or repoA was prepared by me or unde�my dired supervision and fhat I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 1-1-14 License Number: 46665 Signed: ���t=`�� Print Name: NICk H8nS011 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS SCOPE,INDEX,&CERTIFICATION Project: Poured Foundations, Inc. 8836 Upper 89th Circle South city: state:�N _ zip: 3407 Kilmer Lane North Cottage Grove, MN 55016 . � � s�naa Project Number: 4.001 S0 Piymo�m,nnN ssaa, Drawing Date: Januarv 1.2014 Teis,2aoe-ss�z Client• Sheet: 0 of15 www.hanson rou mn.com � cO COPYRIGHT HANSON GROUP LLC 2014 . , , DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECT�Y RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT 1N ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURWG PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING WIDTH NOT TO EXCEED 60 FEET. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF,AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERWG DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR W CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST,SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE: F'c=3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER AGGREGATE: FOOTINGS- 1 Y"MAX. WALLS/SLABS-%" MAX. REINFORCING STEEL: #4- BARS-ASTM A615 GRADE 40 EQUIVALENT REBAR TABLE #5+BARS-ASTM A615 GRADE 60 FOR BUNDLED HORIZONTAL BARS ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM (2)#4=(1)#6 (3)#4=(2)#5 (3)#5=(2)#6 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS DRAWING LIMITATIONS&MATERIALS Project: Poured Foundations, Inc. 8836 Upper 89th Circle South . � �� City: State: MN Zip: 3407 Kilmer Lane North Cottage Grove, MN 55016 � � s��ce a Project Number: 4.001 Pymo�tn,MN ssaa, Drawing Date: Januarv 1.2014 C � r�s,zaoa-ss�z Client- Sheet: 1 of15 V www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 ` r � GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN W THE DETAILS. 3. 1Yz° DEEP BY 3Y2"WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER,A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH S1DE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDE0. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS, FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO Y2" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Y". BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2"MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. 15.SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2 PROVIDED GRADE IS S"FROM WOOD MATERIALS. ANCHOR BOLTS Yz" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. CENTER BOLTS ON PLATE. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS,AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS GENERAL NOTES Project: Poured Foundations, Inc. 8836 Upper 89th Circle South cm: s�te: MM ziP: 3407 Kilmer Lane North Cottage Grove, MN 55016 s�nea Project Number. 4.001 /�^ Plymoutli,MN�aa� � Drawing Date: Januarv 1.2014 ``,�) rei s,�aos-as�z Client: Sheet: 2 of 15 �/G www.henson rou mn.com � �O COPYRIGHT HANSON GROUP LLC 2014 NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS BELOW STEP LOCATIONS SHOWN 36"MIN FULL HEIGHT GARAGE FROST WALL WALL LOOKOUT ' ^'• � � .;. WALL ���d � a - .°. .�p.:. .' a.� � � cn . . � REAR FROST WALL � 1 A TYP ELEVATION SHOWN � ' '.'..n� . : ..d.. . � 1 FOR. . a .'. �.+ !� ..�•'�. '. . .•��� a ..,. . . REPRESENTATION STEP 2 x STEP PURPOSES ONLY-MAY NOT APPLY 6"MIN THICK CONCRETE ELEVATION FOUNDATION,SEE OTHER (2)#4 HORIZONTAL BARS DETAILS FOR MORE INFO STEP SPACING REQ IREMENTS gOTH TOP&BOTTOM EXTENDED AT LEAST 24" OPTIONAL CONTROL JOINT m BEYOND EACH END OF STEP AT EACH END OF STEP HORIZ. BARS z TOP&BOTTOM � � � N � Z � ih E Q. a < ' ' ; . . DETAIL B a ��a ��, �;, � . �� ` .. HIGH FOOTING MAY BE EXTENDED PROVIDED J1 BARS ARE PLACED AS 1 SHOWN � �• '., � � . �:. ': CONCRETE STRIP � � � " � � STABLE BANK FOOTING 72"MAX SPAN DETAIL A 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Poured Foundations, Inc. 8836 Upper 89th Circle South c��: s�ta:�y_ z�P: 3407 Kilmer Lane North Cottage Grove, MN 55016 s�aea Project Number: 4.001 �^ Plymouth,MN 55441 Drawing Date: Januarv 1.2014 �1 Te1612-708-3572 Client: Sheet: � 3 of 15 � www.henson rou mn.com cO COPYRIGHT HANSON GROUP LLC 2014 . , , Yz"�x 10"LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS(7"MIN. EMBED) @ 72"O.C. MAX.OR EQUIVALENT METAL STRAP ANCHORS SILL PLATE TO MATCH FRAME WALL ABOVE 16"MAX FOR 4"THICK STEM z 24"MAX. FOR 6"THICK STEM SLOPE GRADE AWAY FROM � CONCRETE SLAB-ON-GRADE BY OTHERS FOUNDATION C° � . . . o .. �a —���=���—������I����� y a • • a. ' a ��— . a -I I I=— I I 1=1 I 1=I e�� —I I I � �a � I I I—I I I—�' OPTIONAL STEM ��I_��I I I :� • =I I I,� WALL/SLAB LEDGE MINIMUM I'�I . °. (1)#4xCONTINUOUS HORIZONTAL-BAR AT THICKNESS TO MATCH SILL � ° k��� TOP OF WALL PLATE ' ��- : d . :a a 6"MIN.C.I.P.CONCRETE FOUNDATION .a . � WALL a INSULATION BY OTHERS a� . (OPTIONAL AT GARAGES) d . #4x2'-0"DOWELS Qa 72"O.C. MAX(5"MIN. EMBED) ° � DOWELS ARE NOT � ° UNREINFORCED CONCRETE STRIP REQUIRED IF BACKFILL IS FOOTING SEE S7 PLACED EQUALLY ON BOTH : " a. � . . a. .� SIDES IN LIFTS NOT TO �4 � � EXCEED 24"-ALTERNATE . � ° ` a �' EACH SIDE � < ' . � � I . a I � �I , i I I � 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Poured Foundations, Inc. 8836 Upper 89th Circle South c��: s�te: ""n, z�p: 3407 Kilmer Lane North Cottage Grove, MN 55016 � s�asa Project Number: 4.001 �� . Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Te1612-706-3572 Client: Sheet: 4 of 15 www.henson rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 1/2"QJ ANCHOR BOLTS (7"MIN EMBED)OR METAL STRAP ANCHOR @ 72"O.C. FRAMING&SILL MAX PLATE BY OTHERS Z (1)#4 x CONT SLOPE GRADE AWAY FROM � HORIZONTAL BAR AT FOUNDATION CO a '� TOP OF WALL a � —���—���� . . =1��-���-1��—��� : a � �iF— — -III—III—III a , -i I I—I I_I a 'il_,ilila . . I.,�� a. . � Q 6"MIN THICK C.I.P. „ g CONCRETE � ' o FOUNDATION WALL � 9 d ' a #4 x 2'-0"DOWELS(5"MIN. a SLAB-ON-GRADE EMBED)CENTERED IN WALL Qa �a 48"O.C. (SAND SOIL) . OR 36"O.C. (SANDY-CLAY SOIL) � • �,.. ., , :-. ..:. - ° •. OR 24"O.C. (CLAY SOIL) ,.;� - DOWELS MUST BE WET SET OR . DRILLED AND EPDXY GROUTED � . °� `' a� ���—�'' .a � � °� � ° '' UNREINFORCED CONCRETE STRIP . ° °� � ' ' I I FOOTING SEE S7 0 (18"MIN WIDTH FOR CLAY BACKFILL OR � 16"MIN WIDTH IF 2'-6"MAX UNBALANCED SIMILAR REQUIREMENTS ° BACKFILL) DESCRIBED ABOVE ARE APPLICABLE EXTEND WALL DOWN (ADD ADDITIONAL#4 a AS REQUIRED FOR FROST HORIZONTAL BARS @ 24" a PROTECTION OR SOILS O.C.) a , �: CORRECTION � d d 4 . Q 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Poured Foundations, Inc. 8836 Upper 89th Circle South cm: s�te: Mf, z�P: 3407 Kilmer Lane North Cottage Grove, MN 55016 � s�aea Project Number: 4.001 Plymouth,nnN ssaa� �Drawing�Date: Januarv 1.2014 C� Te1612-7083572 Client: Sheet: � 5 of 15 V vrww.henson rou mn.com cO COPYRIGHT HANSON GROUP LLC 2014 Y"0 x 10" LONG ANCHOR WOOD FRAMWG ABOVE BY OTHERS BOLTS(7"MIN. EMBED) @ 72"O.C. MAX.OR SILL PLATE TO MATCH FRAME WALL EQUIVALENT METAL STRAP ABOVE ANCHORS OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE (1)#4xCONTINUOUS HORIZONTAL BAR AT TOP cn � � � � � � � ' � .° �� � OF WALL � � . . . . a . a . a. � X --�o !��—��� I,��� #4x4'-0"HOOKS Qa 24"O.C. BENT OR � M II I II I II�,� DRILLED AND EPDXY GROUTED (8j �—��� e 3'-0„ � Y � a� . f I'� ��— �_ �; O . � GRANULAR MATERIAL(SAND) GRADUAL 2%SLOPE O GRADE AWAY FROM Z #4xCONTINUOUS HORIZONTAL BAR Qa FOUNDATION PER a � 24"O.C.TYP GENERAL NO ' -1 j I=— I I I—I I I � � :a —�I I—f(I—I I I= 8"MIN.C.I.P.CONCRETE FOUNDATION �� —�I Ii�(I=I I I '� WALL-w/#5 VERTICAL BARS @ 24"O.C. ��-���_ .� . i�_��I a a TO AID IN THE REDUCTION OF CRACKING �6� a : � AND BACKFILLING ISSUES PRIOR TO TOP 'I OF WALL PINNING #4x2'-0" DOWELS Qa 48"O.C. ` OPTIONAL 2"RIGID INSULATION ON MAX(5"MIN. EMBED) a� � INSIDE FACE AND UNDER �. � . SLAB-ON-GRADE FOR 24"MIN. a . : °' . , ~� a� �� UNREINFORCED CONCRETE STRIP �a. . a a. FOOTING SEE S7 . � � . ° � (DROP FOR FROST AS REQUIRED PER � ° � � o � SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A SPAN OF 15'-0" 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Poured Foundations, Inc. 8836 Upper 89th Circle South c�ty: state:�0[L zip: 3407 Kilmer Lane North Cottage Grove, MN 55016 � � s���ea Project Number: 4.001 �^ Plymouth,MN 55441 Drawing Date: � � Januarv 1.2014 �•�� � ra�s,2aoe-ss�z Client: Sheet 6 of15 V www.henson rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S10 z � ° ANCHOR BOLTS SEE � a WALL ANCHOR INFO SLOPE GRADE AWAY FROM � ON S11 FOUNDATION � —I!_ —�I 1=i�� a . . . — 1—I�1=1 I I—I I I ''—f I 1=1 i 1=1 I I a: -�I I=I I I � 8"MIN.C.I.P. �I�_�(� .a � CONCRETE '�I. ° � ~ FOUNDATION ��� ° � � WALL-SEE REBAR = a' a TABLE S8 FOR = � VERTICAL REBAR C'3 W 2 CLEAR HEIGHT OF 8"-0"OR LESS W p� m = Q (2)#4xCONT. HORIZONTAL BARS � � w CLEAR HEIGHT OF 8"-0"OR MORE �- � V (3)#4xCONT. HORIZONTAL BARS � Y 9 _ a U . 1�2'CLEAR m #4x2'-0"DOWELS @ 72"O.C. � a MAX(5"MIN. EMBED) � a CONCRETE a � � SLAB-ON-GRADE a . . . a ,a a a . , . � . a ' v : � o. � . � ... a. . 111=�'' 4' . d � I I 1— f . . . � . v. ' d '. I' • 'Q a I UNREINFORCED CONCRETE STRIP FOOTtNG PER CODE OR BY BUILDING GENERAL STRIP FOOTING SIZE GUIDE DESIGNER,AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT SOIL ONE-STORY TWO-STORY STRUCTURE STRUCTURE 2000 PSF 16"WIDE x 8"THICK 20"WIDE x 8"THICK 1500 PSF 20"WIDE x 8"THICK 26"WIDE x 8"THICK NOTE:TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS&50'-0"ROOF SPANS 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Poured Foundations, inc. 8836 Upper 89th Circle South cm: s�,a:� z�P: 3407 Kilmer Lane North Cottage Grove, MN 55016 � . � s�nea Project Number: 4.001 ^� Plymouth,MN 55441 Drawing Date: � Januarv 1.2014 � Te1612-7063572 Client: Sheet: 7 of 15 www.hanson rou mn.com� OO COPYRIGHT HANSON GROUP LLC 2014 w w w w w w w w w w w z z z z z z z z z z z N O O O O O O O Q O O O � � T z z z z z z Z Z Z z Z u_ w ii Z fn Y W W W W W W W W W d U - Z Z Z Z Z Z � � Z Z Z O = ° O O O O O O N N O O O a � � T z z z z z z z z z � J Q J a W W W M V � ' ' Z ifl i� - Z � � �p �p Z �� � M O M M M O N N M M O « Z « Z Z C� � � W W W W W W W W W W W 3 W � _ z z z z z z z z z z z � N O O O O O O O O O O O J � � � �' Z Z Z Z Z Z Z Z Z Z Z o � J � a w � w a � Y w w w W w W w w w w o Q � J � � o z z z z z z - z z z z p� a o� = a = r o 0 0 0 0 0 �, o 0 0 o Q � c7 li�/ � � z z z z z z � z z z z C� � i U J m - N _ � V �- a W W °o r � a Z 3 _ W w _ _ w w _ _ _ w W oc � �, u J g m Q °o O O r t O i «r'� O O i° `e°o M O O J m � � � J � � z z z z z z U � u u W � � o o � � � w w w w w w w w w w w ~ � w w � z z z z z z z z z z z � o o c? O � N O O O O O O O O O O O W �= ¢ ¢ � o � � r z z z z z z z z z z z > > a� o� � Z > � W � � c� c? v z � Y w w w w w w w w w w w Z I— N 0° �� � � � Q � � Z Z Z Z Z Z Z Z Z Z Z � W N T T � . Q � M = ° O O O O O O O O O O O J m@J @J � d F I— Z Z Z Z Z Z Z Z Z Z Z Q = � � v (n � Q J �k �k � a Z Q > N II 11 a � � W W W W W W W W W � ap N m � z z z z z z "' :' z z z W � � a � � � _ �� �� ~ `� w W W N ° � W = J J J � � � J � O � O O O � O O O O �p �p � � f� OD CO I� � � 0� I� c �k �# Y o 0 0 � U w i� io io a G m � ° 0 a � � � = u � (�} U W ' � _ ^ o o � LL W w � � o � U � Z . u 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Poured Foundations, Inc. 8836 Upper 89th Circle South cny: s�a: MN zip: � 3407 Kilmer Lane North Cottage Grove, MN 55016 � � s��caa Project Number: 4.001 �^ Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Ll Te1612-7083572 Client: Sheet: � 8 of 15 V www.hanson rou mn.com � � cO COPYRIGHT HANSON GROUP LLC 2014 NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FRAMING BY OTHERS VENEER OR SLAB-ON-GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY OTHERS SLOPE GRADE - z � 16" HIGH MAX x SLOPE GRADE - z AWAY FROM � � � 6" THICK MIN AWAY FROM C° � FOUNDATIO �_' � STEM FOUNDATIO „ =IIIIIIf ' ;,IIIIII ; :� � x4"H H KMIN FOUNDATION `� :.a �d' FOUNDATION WALL •:' � STEM WALL SEE S7 SEE S4 OR S5 THICKNESS TO MATCH SILL PLATE DETAIL �a HIGH GRADE DETAIL Qa LOOKOUT SIM @ NON-6EARING SIM Qa FROST WALL FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR VENEER OR OTHERS SLAB-ON-GRADE FRAMING BY SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS SLAB-ON-GRADE 6"MIN THICK STEM X �� � : � Q — SLOPE GRADE � � ��I�- AWAY FROM SLOPE GRADE o � FOUNDATION AWAY FROM ih • 6"MIN THICK °� FOUNDATION STEM x=� #4 DOWELS @ 36"O.C. � — —���—iN ¢�� _ —���_���—��� a • ���—I I � �=I EMBEDDED 24" INTO —���=I I I=I I I= #4 DOWELS @ � -I I � LOWER WALL �-)I I=I�I 36"O.C. FOUNDATION - �a -���� <. � . EMBEDDED 24" WALL SEE S7 E��_� :,• 1�2„ FOUNDATION WALL � I • .� .• INTO LOWER '�. CLEAR SEE S6 WALL(CENTER a<.. �.�..� :. IN STEMWALL) .. d $ �' , a DETAIL Qa LOW GRADE DETAIL @ FROST WALLS SIM @ NON-BEARING w/LOW GRADE 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Poured Foundations, Inc. 8836 Upper 89th Circle South City: State:�� Zip: 3407 Kilmer Lane North Cottage Grove, MN 55016 � s��caa Project Number: 4.001 /�� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 ■�, Te1612-706•3572 Client: Sheet: � 9 of 15 v www.henson rou mnawm �O COPYRIGHT HANSON GROUP LLC 2014 FLOOR SYSTEM,TYPE, SIZE,AND SPACING TO BE FLOOR TO SILL DETERMINED BY OTHERS CONNECTION AT Y2"Q1 ANCHOR BOLTS w/NUT&Ys"THICK EACH MEMBER SEE x 2"fD OR SQUARE WASHER SEE S11 TABLE BELOW FOR SPACING(7"EMBED MIN) WASHER TO BE -METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ WSTALLED AT MANUFACTURER TOP OF SILL PLATE EQUIVALENT SPACING . RIM BOARD OR BRACING r�� . MATERIAL BY OTHERS � . �'�a � SEE FULL HEIGHT WALL 2x6 SILL PLATE MINIMUM g ' �'�� SECTION ON S7 FOR SLOPE GRADE AWAY ,•'�� �� �'�. a FOUNDATION WALL FROM FOUNDATION _ _ -I I I I�I- ��� ' REQUIREMENTS TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE (SEE S7) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) 45 PSF/FT 60 PSF/FT 16" A A B 19.2" q q g 8'-0" 24" A g C 16" A B C 9,_�„ 19.2" A B D 24" A C D 16" q C p 10'-0�� 19.2" q p p 24" B p p CONNECTION A (4)0.131"0 x 3"TOP NAILS AT EACH MEMBER CONNECTION B (4)0.148"0 x 3"TOP NAILS AT EACH MEMBER CONNECTION C (2)0.131"0 x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER (2)0.131"0 x 3"TOP NAILS &MECHANICAL CLIPS:SIMPSON FWANZ* OR SIMPSON U2.1/4 OR CONNECTION D SIMPSON U2.37/4 OR USP LJQ"" OR 2 SIMPSON A35s"""/(2) USP MPA1 s"""AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 1Ya"OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. **LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. ""MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2)SIMPSON A35s/(2) USP MPAis. '""CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Poured Foundations, Inc. 8836 Upper 89th Circle South c�ry: s,�te:�� z�P: 3407 Kilmer Lane North Cottage Grove, MN 55016 s�aea Project Number: 4.001 �J O Plymouth,MNSSaay � Drawing Date: ���Januarv 1.2014 � � Te1672•706-3572 Client: Sheet: 10 of 15 � www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 �"�ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO IRC TABLE R404.1 (2) BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGH SAND (SEE S7) (SEE S7) SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 8'-0" 7'-6° 72" 72" 48" 7'-0" 72" 72° gp^ 6'-0"OR LESS 72" �2" �2" 8'-6" 72" 48" 36" 9'-0" 8'-0" 72" 60" 36" 7'-0"OR LESS 72" 72" 72" 9'-6" 72" 36" 24„ 9'-0" 72" 48" 24„ 10'-0„ 8'-0" 72" 72" 48" 7'-0"OR LESS 72" 72^ 72° "Y"0 EPDXIED THREADED ROD w/6"EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO IRC TABLE R404.1(2) BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGH SAND SANDY CLAY CLAY (SEE S7) (SEE S7) (30 PSF/F� (45 PSF/FT) (60 PSF/FT) 7'-6" gp" 24° 18° 8'-0" �''�'� 72" 36" 24„ 6'-0"OR LESS 72" 72" 48" 8'-6" 3g�� 24�� 18., 9'-0„ 8'-0" q,g�� 24�� �g�� 7'-0"OR LESS 72" 48" 24" 9'-6" 24" 18" 12" g�_p�� 36" 18,� �2�� 10'-0" g�_p�� 60" 24" 18" 7'-0"OR LESS 72° 60" 36" � z W , "fD SELF-CUTTING ANCHOR BOLT w/4" EMBED �OR SIMPSON FWAZ ANCHOR 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Poured Foundations, Inc. 8836 Upper 89th Circle South a�: s�ta: Mf� z�p: 3407 Kilmer Lane North Cottage Grove, MN 55016 � Suite4 Project Number: 4.001 ^ � J Plymouth,MN 55441 Drawing Date: Januarv 1.2014 ` � � Tel 612-708-3572 � 1 www.hanson rou mn.com Client: gheet: 11 of 15 V O COPYRIGHT HANSON GROUP LLC 2014 . , . 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BARS FULL HEIGHT AND °0 CORNER OF WELL (SAND) ONE ANCHOR w/IN 12"OF � ' LOOKOUT WALL OPENING EACH END SEE S5 SLAB-ON-GRADE (1)#4 x2'-0" DOWEL @ . EACH OUTSIDE CORNER OF WELL(5" ', � � UNREINFORCED CONCRETE MIN EMBED) � .� � STRIP FOOTING SEE FULL 12"WIDE x 8"THICK MIN HEIGHT WALL SECTION S7 STRIP FOOTING OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Poured Foundations, Inc. 8836 Upper 89th Circle South c�Ty: s�a:�_ z�P: 34W Kilmer Lane North Cottage Grove, MN 55016 � . � . s�naa Project Number: 4.001 /� J � Plymouth,MN 55441 Drawing Date: � Januarv 1.2014 �� � Te1612-708-3572 Client: Sheet: 14 of 15 V www.hanson rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 . ` `. � NOTES: 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16"WIDE x 8"DEEP CONCRETE STRIP FOOTING. FLASHING&WOOD PROTECTION BY STOOP OTHERS � 10'-6"@ 8"WALL � SLAB BY FLOOR FRAMING OR 13'-6"@ 10"WALL OTHERS BLOCKING x • °� � :<� BASEMENT � —�=I a . ° • �°o T� � � 1—I I. ' � . � � � EXAMPLE CORNER =I I I=I I I n�`. . FLOOR OR STRAIGHT WALL -I I I—I I I � CONNECTION OPTIONS-TYP i I=I I I—I I I �:. SEE S10& � � -I I I-I I I S11 O � � � � I—I I I—I I I a. � C.I.P.CONCRETE � o � _ � ��=I I I � • . �NALL SEE � –' '� � �° � ADJACENT Q �•�' PLANS FOR � °� � THICKNESS& o Q� 8"MIN C.I.P.CONCRETE STOOP AREA � ��, . MAXIMUM WALL o WALL SEE FULL HEIGHT LENGTHS WALL SECTION S4 � �� . SEE FULL EXAMPLE ��� � . 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( R602.10.6.2 Aiternate braced wali panel adjacent#o a door or window opening. At the 16' Garage door Alternate braced wall panels constructed in accordance with one of the following provisions are also permitted to replace each 4 feet(1219 mm) of braced wall panel as required by Section R602.10.4 for use adjacent to a window or door opening with a full-length header: 1. In one-story buildings each panel shall have a len�th of not less than 16 inches(406 mm�and a hei�ht of not more than 10 feet(3048 mm). Each panel shall be sheathed on one face with a single layer of 3/8-inch-minimum-thickness(10 mm)wood structural panel sheathing nailed with Sd common or galvanized box nails in accordance with Figure R602.10.6.2.The wood structural panel sheathing shall extend up over the solid sawn or glued-laminated header and shall be nailed in accordance with Fi�ure R602.10.6.2. Use of a built-up header consisting of at least two 2 x 12s and fastened in accordance with Table R602.3(1) shall be permitted.A spacer, if used,shall be placed on the side of the built-up beam opposite the wood structural panel sheathing.The header shall extend between the inside faces of the first full-length outer studs of each panel.The clear span of the header between the inner studs of each panel shall be not less than 6 feet(1829 mm) and not more than 18 feet(5486 mm) in Iength.A straa with an uplift capacitv of not less than 1000 pounds(4448 N)shail fasten the header to the side of the inner studs opposite the sheathin�. 2. Walls on either or both sides of openings in garages attached to fullv sheathed dweilings shall be permitted to be built in accordance with Section R602.10.6.2 and Figure R602.10.6.2 except that a sin le bottom plate shall be permitted and two anchor bolts shall be placed at 1/3 points. In addition,tie- down devices shall not be required and the vertical wall segment shall have a maximum 6:1 height-to- width ratio (with height being measured from top of header to the bottom of the sill plate). EX7ENT OF HEADER DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEI) � . . • �. . . . . . . � � � ,MIN.3"X 11.25" NET HEADER � - . . , . . . . i . . . . . , ,: . . _ �..._'_ --^--- •....�...�--'. • , ••• -• . 6'TO 1 S' � FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL � ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. 1000 LB FRAME �� I STRAP CONSTRUC710N 1000 LB STRAP OPPOSITE SHEATHING FOR A PANEL SPUCE FASTEN SHEATHING TO HEADER WITH SD COMMON OR QF NEEDED),PANEL � GALVANIZED 80X NAILS IN 3"GRID PA7TERN AS SHOWN AND EDGES SHALL BE , MAX. 3"O.C.IN AlL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. BLOCKED,AND OCCUR HEIGHT .. .. WITHIN 24"OF MID- • •• 10' HEIGHT.ONE ROW OF � �� � •• •• MIN.WIDTH=16"FOR ONE STORY STRUCTURES "��• • • TYP.SHEA7HING-TO- .,I MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO FRAMING NAILING IS .� ::I STORY STRUCTURES REQUIRED. • f MIN.2x4 FRAMING IF 2X4 BLOCKING IS ' MIN. USED,THE 2X4'S MUST � 3/8"MIN.THICKNESS WOOD DOUBLE BE NAILED TOGETHER . STRUCTURAL PANEL SHEATHING 2x4 POST WITH 318D SINKERS • MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) MIN,1000 LB �� •- TIE DOWN -�'�';� '���� SEE SECTION R602.10.6.2 DEVICE '.`}i�•. t .... � � n .� .. .. .... _ . .._ . . . . . . . . ; + �+ LOT SURVEY CHECKLIST FOR RESIDENTIAL J ` BUILDING PERMIT APPLICATION PROPERTY LEGAL: �"�I �3 1..��I� ��__�i!��S t������ Z'l��`'"' ° DATE QF SURVEY: 8 'S � LATEST REVISION: d a� _ � ��'���� P � � �,'�; °' � P Q � ��,/ ���,� o z a DOCUMENT STANDARDS ,,B' ❑ ❑ • Registered Land Surveyor signature and company �' ❑ p • Building Permit Applicant � ❑ ❑ • Legal description �� � ❑ ❑ • Address o���+/�' 0 � • North arrow an scale „� ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout, etc.) �� ❑ ❑ • Directional drainage arrows with slope/gradient% / � ❑ ,p� • Propased/existing sewer and water services&invert elevation— Sf�Ly`�t���(y! O��/`D�,j.3��Scr�,,�1� I ' � p p • Street name � ��i?C�0(� �/.�n�/�5�� fa,�k Sy�{e�r ' ' ,B' p ❑ • Driveway(grade&width-in R/W and back of curb, 22' max. �I �" 0 ❑ • Lot Square Footage ����-�r'��y�p�/�' 7��i .S�l'P-Q�_ �I � ❑ ❑ • Lot Coverage , ELEVATIONS ' Existin � ❑ ❑ • Property corners 'I �' ❑ 0 • Top of curb at the driveway and property line extensions 'I � p ❑ • Elevations of any existing adjacent homes � � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches �` ❑ ❑ . Waterways(pond,stream,etc.) Proposed < � 0 ❑ • Garage floor � 0 ❑ • Basement floor ❑ ❑ • Lowest exposed elevation (walkouUwindow) d��� ❑ � • Property comers �1 ❑ ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) � �°p ❑ • Easement line � ❑ ❑ • NWL �� 0 0 • HWL ❑ �' • Pond#designation;�: �i�°/ ❑ ,�'' � • Emergency Overflow Elevation • �`' ❑ ❑ • Pond/Wetland buffer delineation Y � . Shoreland Zoning Overlay District Y � • Conservation Easements DIMENSIONS � ❑ 0 • Lot lines/Bearings&dimensions �;�� ❑ ❑ • Right-of-way and street width (to back of curb) p ,� • Proposed home dimensions including any proposed decks, overhangs greater than 2' porches, fc. (i.e. all structures requiring permanent footings) � ❑ ❑ • Show all easements of record and any City uti(ities within those easements �' ❑ ❑ • Setbacks of proposed structure and s' rd setback of adjacent existing structures ,,B' ❑ 0 • Retaining wall requirements: � Reviewed By: ' � � Date ��ct1'�� G:/FORMS/Building PermitApplication Rev.11-26-04 //�//� � � o -� N m Q � ,,('� U � � � C L C L V . -Y � �6 'O (U6 �p .R} y � � .� T N C E 7 'D f0 O O . � E .�.. . 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I _-_� a a a ° o o a � � m W o ^ c� c� c� _ � � �' #k � � cYi ui �.,.� � _ � � �-�- - � � g � � • � p w � 2 Q . -� tL � U 0 ,' I Friday,January9,2015 1Q:30:30 AM Centraf Standard Time ' . � Subject: lnspection letter II Date: Wednesday,January 7, 2015 6:57:17 PM Centra(Standard Time II From: Poured Foundations '' To: brian@stonecottage.com G�i3 Poured Foundations.Inc. Poured Conc2le Foundafions BB;i&Upper 89m Cirue 5. � Cai:age G�o�e.�fk 55016 /.,57-q5g-3?27 Glfice . Date:l/7/15 City Of Eagan—Vnspeciion Dept. RE:3466 Coacfiman Rd.,Eagan 7he additione(rebar was instailed in the toundation step area Per the drawings provided by Nick Hanson. Poured Foundations,lnc. r����-_--- Terry Sch�i2pp Page 1 of 1 , FLOOR FRAMING ABOVE BY OTHERS PROVIRE{2)ADDITIONAL#4 BARS @ LOCATIONS NOTEd 1NFILL WOO� FRAMING BY 4'-Q"MA . OTHERS n � � Q a � - ' . . � � . a �1 a : _ . v: . Q � Q / 3 MIN. . ' • -f'' ,•- • ` " . 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W � � AS REQ'Q FOR FROST PROTECTiON � ' Z � d �d � � CONCRETE FOUNDATION SITE ADDRESS: � Date Rev GUIDELINE DRAWINGS 3466 Coachman Road S"fEPPING DOWN WALL WITH GRADE Project: Poured Foundations, Inc. 8836 Upper 89th CirCle Sou#h c�ty: Eaaan state:MfV z�: 34071GImerlane�, Cottage Grove,MN 550i6 s,,;,e4 Project Nurnber. 4.001 ^ � � PlymoNh,MN 55441 Drawing Date: Januarv 2.2015 L Tel6t2-706-3572 1 www.henson ou mn.com Ciieni: Sheet: 1 Of 1 4j � COPYRIGHT HANSON GROUP LLC 2015 � (! , � ,�_.... .._____. �� a.... - k � � � � � _ __. _ ... .. � � � ��� � � � -� � � � � � - � :� � � �� � �� � � � � �� � � _ � � � � � � � � �-' � _ ' �� � � � <� t, •, #/� Z � '� � �3 � � � � � � � � � � �� � � � � � c., . � � � � t � � _ _ � � , ;� � �.., '� �� � =a E:, . �„.� � � � I�i � � �I � , � � ', � � � � i � �� ��� �'i ?�_�, � I . 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Building Inspector: G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA129607 Date Issued:02/26/2015 Permit Category:ePermit Site Address: 3466 Coachman Rd Lot:3 Block: 1 Addition: Oak Hills Church 2nd PID:10-53591-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Applicant: Bob Sable 5242quebec Ave N. New Hope, MN 55428 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - David M Smith 3183 D Juniper Ln Woodbury MN 55125 Bob Sable Services 5242 Quebec Ave N New Hope MN 55428 (612) 534-6526 Applicant/Permitee: Signature Issued By: Signature