Loading...
3563 Lemieux Cir � �� l�l�y�D �,.34 ny �l '.s • r i� , . , . . . � . 4 , .;�a C��l�1 r o o .�,� _ �� � �,;:o � . 1 a�(}��� �;��• ___ Use BLUE or BLACK Ink � � For Office Use � I � / j'� I U�� ���� �� ���' � f I Permit#: l,����(J I � � � I ���� � ' �j��L�iVj�'D I Permit Fee: � 383U Pilot Knob Road « �^ � ,, , U � ' Eagan MN 55122 � Date Received: � � Phone:(651)675-5675 {��� �� ���4 j. I Fax:(651)675-5694 . � Staff: � I I c��� ._ ►� �53 !------=------=-=� 2014 RESIDENTIAL BUILDING PERMIT APPLICATION �,�,v��' Date:�.���"': SiYe Address:: Unit#: ���� � !.-..'�;�¢{�i�t.r �_. . . ...�. - .� :. . . . . . . . . E � �` ` Name:��� "����, Phone.� 2.�•'1 � Resr.dent/ �� �1 .e��... � �� � _p�wne Address/City/Zip:'�� w �ST�{ ST �rvll�.��.; �"li..�� ! .__-_�,� �i ;s4� "'�`., ° ���'� � ��'�; � Applicant is: Owner Confractor ' �. ��. t> 7k� ' � Description ofwork: ��,��,..,� GCr{..�5'f'Lt.,�,��� � ; �Typ�e�of ork � ��- , � � Gonstruction Gost: Multi-Family Building:(Yes�1 No_) � � „r I a„z � ,��„��: Company:�j�M� ��Z���'!_Confact: � ' ��. � � � . . � Address: ' Ciiy: Co:n rac.�or j ���� ,� � � State: Zip: Phone: ; �����w�F� �� � � ����F����� `�;���yy„ ,� � License#: ("�' Lead Certificate#: '; � If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) �. � � ; COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING ; In the la�t 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? , _Yes �o If yes,date and address of master plan: � � ! . i Licensed Plumber: � Phone:�(^�..G�•�•��. ! .. ����:. � . Mechanical Contraofor: ������LLG .��.�,�,_"'�J,�,�i_Phone:q� Z. � 4'�C7G0� Sewer&Water Contractor:���• Plione:CC+�=� . �� �( . �,���rL^7 �fNOTE'�P ans andsu o in tl�'o uinenfs t%iaf��ou su"�"m�� ."`e`'o'"`.` �'�"* ''o:`F�"'���;°:" _ ��'" '�"��>.�"c�`��'�`..:`�'� �°�-�;'� pp y. y � b �r c ns►de�e��„t,,�Jbe p�b��rnf�o ma�#ro�; �ort,�ion�s�of: � �,�:�, � � � � ?����-� ���,-��. � , °; ��fh�e,mfor,rna �on rna,�,be;class�fieal�as�non�pukl�,c�f�you,.pro,v.ide'�!aspecifi�re,asons h fawoilld perm�t��herCity to� s .s�e^"� �*.tiaex .F. -' e� ..� �8i��i $�'..g. ��7h°�k�� �'�7°"v�y.�n°n,�a!�l ki� 'y�`L.i�� "!.�%�s ..y s 1{, �"�.'� ,ys c�fy y 3"q i �x����izs-��� ,. �. �. -� ���- ' aonclude that the �.atle secrets '� ����� �'�a���� n��� 5 { }� F " .���,�:� _ �;�,_ _ ,...� ..�4...�..;,,�Y�T .�....�, ,,-.w��. _t aw.._,�w.. +�'�_�`.�,:��.�s�.:����,�,�"'�..�;: ' ,.: CALC BEFORE YOU DIG. Call GopherState One Call at(651)454-0002 forprotection againsf underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qoqherstateonecall.ora ` . . � . � • i I hereby acknowledge that this informafion is complete and accurate;that the work will be in conformance with the ordinances and codes of tfie 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. ' I Exterior work authoriied by a building permit issued in accordance with.the Minnesota 5tate Building Code must be completed within 180 ; days of permit issuance. � , ' ' � • I . i . ` � . � X 4-��P�T"-��l1 k, . ' Applicant's Printed Name t's gn ure . ' . Page 1 of 3 j • . I ' i s y� + . f ' . . . � - ' � r . �C�3 ��,,,,,���� ��.� l �c����(� DO NOT WRITE BELOW THIS LWE . . SUB TYPES � � _ Foundation Fireplace _ Porch(3-Season) '_ _ Exterior Alteration(Single Family) . _ Single Family Garage Porch(4-Season) _ ExteriorAlteration(Multi) Multi Deck Porch(Screen/Gazebo/Pergola) _.Misceilaneous � 01 of�Plex _ Lower Level _ Pool � _ Accessory Building WORK TYPES � New _ Interiorlmprovement _ Siding _ Demolish Buiiding* � Addition Move Building Reroof Demolish interior _ Alteration _ Fire Repair _ Windows Demoljsh Foundatiop _ Replace _ Repair _ Egress Window Water Damage ' . Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION !'1 �, � � . ' Valuation �'✓ � Occupancy '�,� :�~ MCES System Plan Review Code.Edition � ,,,.�_:� , �;s 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 ��. _ � i ,,, . . f REQUIRED CNSPECTIONS Footings (New Building) Meter Size: � Footings (Deck) Final 1 C.O. Required ; Footings(Addition) � � � Final/No C:O. Required . � � � � � � � I � 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 S nt6 e C�a'�Fi'`!�Brick � Insulation Windows '"`� � Sh.eafhing Retaining Wall:_Footings_Backfill � Final � Sheetrock � � Radon Control � �,(, Fire Walis � � Erosion Control � Braced Walls Other: � Reviewed By: . ''�� :L�`, Building Inspector , RESIDENTIAL FEES ! � � � Base Fee �. � . � � :.."c"����-�� *.� <� � �. � .�.;� • ; ,�,.� � � °�� � � . _,�. Surcharge �,� �rv�G�.� � � �` ° ,�.r ., _ . � � � Plan Review 4 � l�+ � C,� "�� ~ � � ��� _ � a,J , � � 8 ' i M CES SAC ���� ��s ,-� ,,--��,� ,,� . ����� � �� � �' � <<� c�ty sac . . �`���;� - .,� ° � � , `� �' �` � �� Utility Connection Charge , i S&W Permit&Surchar e �. � °';� �� � �y �"���t'"�.�" ��' ��� � �� � ' J �,,��?t_�`�`#3.. / � ; Treatment Plant . � � ' r,� � Copies � �'�'� �� �/ �� �� . �� � (' �- � TOTAL . C7-1--�?S� .j � � : � � �j�� Page 2 of 3 ' � �J i , � ����� • ' N�w Cor�struction Energy Code Compliance Certificate Per N1101.8 Building Certificate.A building certificate shall be posted in a permanenUy visible location inside nace Certitica[e Pos[ed the building. The certificate shall be completed by flie birilder and shall list informarion and values of components listed in Table N1101.8. � � Meiling Address of[he Dwelling or Dwelling Unit City ��63l.emieux Cir Ea an Name of Residential Contractor MN License Nnmber Ron Clark Construction & Desi n 1220 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X passive(No Fan) o � � a, � Active(Yl�ilh fun and manome#et ar H ,a � other system'monitoring device) cC U � b � GJ a � � U � � W rA abi U � 'o c �' U Insulation Location � ° z � � c� O � w � � � � �`�i a��i � E i :v -o F°- � z w w w° w° �' a a: Other Please Describe Here Below Entire Slab � �� Foundation Wall R-5 X E�erior Foandation'Wall At Walk Out fZ-'�(� X it,te�or Rim Joist(Foundation) R-12 X ir,cer�or Rim.Joist(1sc'Fioor+) . X : Wau R-19 X Ceilmg,flat R-44 X Ceiling,vaulted X Bay Windows or cantilevered areas f�-3�' � Four Season Porch Above Unconditioned Space R-35 X X F.GorelownR3o i t^RigidR5 Describe otfier insalated areas '' Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 031 x Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.35 R-value R-8 in garage area MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Rue�'��Type � GAS EI�CtCiC R-410A Passive Manufacturer B ant Marathon B ant Powered Interlocked with exhaust device. Model 91'2SB36060514 MR1Q52�45 BA13030 Describe: Input in 60,000 Capacity in 105 Output in Z,g Other,describe: Rating or Size BTUS: Gallons: Tons: xeat Loss: 54,242 H��� 19,7d1 ' Location of duct or system: Structure's Calculated �"*��n AFLTE or 92% SEER: 13 HSPF% Calculated 23,322 Efficienc coolin load: Cfin's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type X Passive 6"Flex X Heat Recover Ventilator(HRV) Capacity in cfins: I,ow: 66 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous e�austing fan(s)rated capacity in cfrns: gBSelll@Ilt Location of fan(s),describe: Cfin's Capacity continuous ventilation rate in cfms: "round duct OR Flex Total ventilation(intermittent+continuous)rate in cfins: "metal duct Created by BAM version 052009 , �' r . � Ditfley 3563 Lemieux Circle HVAC Load Calculations for Ron Ciark � � � �������� ���� �,��� Prepared By: Alan Dobson Burnsville Heating&A/C Inc. 3451w Burnsvilie Pkwy,Suite 120 Bumsviile,MN 55337 952-894-0005 Tuesday,July 29,2014 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 Manua}D. ,. � � i Rhvac Resident�al j&Light Gommercial E#VqC l.oatis ; , ' EI�So�iwar�ti�veta�men#�!nc : Biarnsv�lle Fieat�ng&}VC inc ' ' , % D�#f1eY 3563 LernrQU�Circ�e. B�f��SYt'i18�;;�lIN .553�� { ,.P,a 8,2:: Pro'ect Re ort `y.�yp5Q p y�. }�ir �.P S rx m z� �,vq'-sr.l�r` '�;t�s� *�',�, x S�.n � v�"iv.: �v�.�. �,�,� t�i ae�d v��.,��,t'� �� ys' y ��_<4 p�s '�`�`''��. ',�-� �AclM�4 ���Y��1�L�����1N 'n'd. v3:. 'n..�,r..1.n d.�E�...SN .4.�sn .,A.. .,cui.,�d,ks, �,y.-{* ,a�Y �04��;`.�«,e.. ,:+,. T;. Praject Ti#le: Diffley 3563 Lemieux Circle Designed By: Alan Dobson Project Date: 7uesday, July 29,2014 Project Comment: Client Name: Ron Clark Company Name: Burnsviile Heating&A/C Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Burnsville,MN 55337 Campany Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: "�,�g �-. k �� -.�r � u '�: r: �- ?r^s � a� +�ft : �� y,� S:-,a `�yM* �. ¢x?"���3^„�, »�s��,�y� z #: 3 �"�;.-y; *2� 1�-�����w.��a�,.,� '��s�.�.�-.t,�`-:x z �.� g�. s.nv<�.i.��.��.��';�a�>:s.2�k.��,�',..� ,�,':��,�.�.-ro��+x�.�.�� �..at.s��tW....���s�". .,;�,..,�:;s'w'-*�. t�'���'�,. Reference City: Minneapolis, Minnesota Buiiding Orientation: Front door faces West Daiiy Temperature Range: Meciium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heafing Adj. Factor: 1.000 C)utdoor �Outdoor Outdoor Indoor Indoor Grains Drv Bulb Wet Bulb Re1.Hum Rel.Hum Dry Bulb Difference Winter: -95 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35 �:r c ty,'�� 4 '�J!�* ,�`�'��; ? 1 < s`"�� -'�R:�i i�"»z�i•�rt �' "w �'E.L 4 qf i�..':�as ��' s #'t ����i,-��;�`���, y"� .i. » �.,.n. �=s_.�r. .�.��.um a.� M.�s..� �,�.�„�v,:� �'..�ro-u�,�r<.».s� .,��,`� z�n..�, x, ���. Total Building Supply CFM: 923� CFM Per Square ft.: 0.295 Square ft. of Room Area: 3,125 Square ft. Per Ton: 1,608 Volume(ft)of Cond. Space: 29,401 :.�!,��(,,y -z,�x .:,�, ��y .' t : .� , �r �- c� x K,?�r"� � . r� u .�. a� �a t ; r� r� �a ,� s��• -�,� �.� y � ,�.-��. Y�l,t�l�. #.'� �.+�i`.>:..., , .>3�.�,Y"'�'..� ,�ri�"a..� . ...`�;a.,,.,.�i,-sr�':�.� w��"-. .,, w. .'�i`��„�'w�.�:�„ z�r'rF'�-,'�„, „�''�'�„ i�u.,. .rn:�"�,�k.�<..«���.�'.�F*�S�.ss- ��.,,�`.�: �' �, Total Heating Required Including Ventilation Air: r�j 54,242 Btuh 54.242 MBM Total Sensible Gain: 19,701 Btuh 84 % Total Latent Gain: 3,621 Btuh 16 % Total Cooling Required Including Ven#ilation Air: 23,322 Btuh 1.94 Tons(Based On Sensible+Latent) *t"} t " qj N ' ,�i' �, t C .,afF 'F ' S� sh 1 ' =rt `Y; 'a'S ,. a�' 3 +`"r' f a 7' Yf"-. - °{?{�6 ... „x^"rt5 .�.^.�."t>.. Ra'#,3..:.T ,�,�`ar.�X:' ° k ..? �es�,.� �%�Jr.�k�:�'.�'� ,��:;s5�,�t '�;�.'���1,=�'.���.j,���,.r�.,...:ur,�' � .�r ��":����'+°.i�`.`",.t�m�J�z�r�i�',�<:�,.,�`. '� ,n . .v .. .'�,.,�_<,�%'„.x e �k-�,. . .SF Rhvac is an ACGA approved Manual J and IUlanual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. AI1 compu#ed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent toads according to#he manufacturer's performance data at your design conditions. \1SBS2011tRedirectedFolders...�Ron Clark Denmark 3567 Lemieux Cir.rhv Tuesday, July 29,2014, 11:4Q AM r f+ ' r .Rhv�� �teeide�tta�&1.ight Commenciaf HV�,G l.oads = ' ° `` ' "Elit��Soft�t�roa Q�v�i4pm�n�'��nc'' .�urnsviile ii�ahr�g��A!C Inc � ��Fley 3�631.er��u�Gircle; .� , ,p ;�utii"s.+rilie,MN„5533 ` ,.' , ,� ; J 7� ., ��; F., �,. � s `e.��. Miscellaneous Re ort �� ,+ i)y� r s. K t �� y/k}j -r�-<2u `�Y �" •r z'�( . l*^� _}¢7.. c. :�`^*�� � ,�;L����5����y�!}��� 9 � .J P� 1-r.��T �� �b#j o-�� ��y.!-w. h,�5.,���^��� Y�� ���' � ��� � �� � �r,$� � i m � � 7�� 4 � a �' a ,r y�}��� r r,, �, k *� � �°s�' � �, � �g� ,z ;�` �,.'``�tf"�`�}�`�*'e�t ,� � �� �.. T;�� C1 4� �-h �� � I-1 T K` -G �(� p}` .r�=y� � �Ae vdrAa .,`,'.� �Y u�Y �.3�.� _��$ •�.c �'T.1.u...l'._�!}Mf,./�� Sk^u��A4�'� ���k+� G ��v�e Winter: _ �.-15 -15.33 80% �� n/a 72� � n/a Summer: 88 73 50% 50% 75 35.17 ..,(y -. _, �, � :. 7 �.u�, tY ..5 1 �.i : . ��.. T.. b w y� } .._.M�����J�i .�� �[�' ,'4...,`���..�* .. �..: �. .{„�o .,, z �`.n �f£'v`..'�➢t:n,r S��.':"?. � ..'='�7�, �ct s?,� �,�,��'b-�k'y,,��t�g.''��,"'r�.���„'�,�';�—r,��`,�-�''^�r-r"��.''.c:�',F;'��?."��.r�'{-+,�i'�i: � .s,f-„ Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Vefocity: 900 ft./min 750 ft.lmin Minimum Height: 0 in. 0 in. Maximum Heigh#: 0 in. 0 in. ';�i�W��`.`/'1ir7.."T,E�.��i`ary,3X7+ .. .�,a �'rhY�a�rr�,Y��'r'�,;,x.'��,,�;�r,s°,"�vn.. `�,Y,�t^.�"rit:�;,s,,:�,�,.'�:+h.KV=.�.u✓,-,u,�.57a.X!'�?�u�.£�.�,:xrt�l�ss.��;� �r3s�.i�a��'K�r-,��.'1�u�4C�'s;�t�:'E,�",f.;� Winter Summer Infiltration Specified: 0.320 AC/hr 0.170 AClhr 157 CFM 83 CFM _ _ _ _ _ ___ _ .___ infittration Actual: 0.320 AC/hr 0.170 AC/hr Above Grade Vo(ume: X 29.404 Cu.ft. X 29.401 Cu.ft. 9,408 Cu.ft./hr 4,998 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiitration: 157 CFM 83 CFM 7ota1 Building Ventilation: 0 GFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Mult+plier. 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier. 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) Infiltration&Ventiiation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter(nfiltration Specified: 0.820 AC/hr(157 CFM), Canstruction:Average Summer Infiltration Specified: 0.170 AC/hr(83 CFM), Construction:Average :����_ ,.,:� ;��+�-.,s ^r �<� �y . �s �. �� � ; , � �c s� W ,:, w�� � � ';.. :��Fa+i�l'��.��,��, .,? :Q��W .�'�i. �'..�Y��;Xv�,,.�r""�.a"� ?:�.�:��`,"...q+.�e�'�.'�a;�5.�":�,z,:w�u°� �`u �-s�r,.y§'�,�� P„,��''r�'� �� ;..'?^�,i ,w,;x�.��'��gjt�'�, ??�",'�;r �,+':,,. s � ��'su 1 1 a H-n :s�,. �� *a�� i J(�i(6`�f'`a��;�3 5 2 ��f �-"�'�f5 in,`��` t�y '^- � "��: �.;�,"�ta.�: k�6 .. '�'"St c�N�,**�� 5, '�,` � '�w� ��� �:��� 3��� a^sa y � u as i��^ �s{� �a�;�' ���ra3� a �I�s�h,�'#",�'ag.r � `m *'�'*�a'� *"� �3^ � ��` �� ��� � <-- ,� ,y, ,,..,�� r�.+�.t� ��s.�� .,�- � m .� r � x 4 �.��``���' , � � f� � � � m. � �s�y , �' �'°9' "� 2 i,� -i 7D;"� �y � � A,..., .,,S` �1..,�,,r.�^. .f+.�! � �>c,&r,�^^z t�<,.a'��('r+���, � , � �:` _ . ;��,�,yL.���„ ;�.,.� ���. ''��' aaf�'',';�.�c i*s.�.`„ � ;� .�. ..,_ , .. ... .� 1 Supply Main Attic 16B 0.12 6 150 No 1 Retum Main Attic 16B 0.24 6 56 No \\SBS20111RedirectedFolders...1Ron Glark Denmark 3567 Lemieux Cir.rhv Tuesday,July 29,2014, 11:40 AM � , � � Rhv�c Re�YSlenba��Ligtit Commercial HVRC l,oads _ ,t , ��tte`�a#kwa�e D�x�IQptraet�,'In�"; �urn��t�tte,Neahng,&�VC�n� ' � D�ey�'��.ernleux Circ�; �BiaPr�s�ille MN:�533y, � � .,�, x �: .>; �},., �,#?8 e�:^I h:: Total Buildin Summa Loads y,Al���f.�,l� "���3 t sf�,r'����.4y-',��._e�.-s�-�`,.s�:, �,� �;-x ��'�. ,�* r-����s k..-;��r'��'� �:�4 i�'�'�; �� y✓�,�. r��,,a'�'�r',�."s,t+c4"�ti";� �+�'#���:s'�4�_,�*.' ,:� �t�u �M�, �+•=^ y,-�' �i r'vx� *�, ?if�> �L,q�.f�'�*��-��� ,yc, �"'� '�a���d }z.. #� r-.ac � �?` `.�'4�axN,r x 2� E'-t�'i`,.� xw'�.,�ip`t�''�^,' ��.��.�5,�!�l.�.,..r`�'`; ,�'r,� �;;.:?:�'.��,s`�...:�,rsr'1.�..�:.,'�3�.� ,:�'�s,�'--��. =���t:..�.���"��� ,,'H� .;> k,�� .'�^z^.r,r�:;,�:-1���&�,.,;�,'-�^;��...� ;�,��s"e,, , hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.29, 27 681 0 669 669� SHGC 0.3 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.31, 15 405 0 329 329 SHGC 0.35 hbt:Glazing-hbt, ground reflectance=0.23, u-value 0.33, 40.8 1,171 D 1,599 1,591 SHGC 0.35 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.39, 20 539 0 439 439 SHGC 0.35 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.29, 14.4 363 0 394 394 SHGC 0.3 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.31, 90 2,426 0 3,374 3,374 SMGC 0.32 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.3, 45 1,174 0 1,334 1,334 SHGC 0.33 hbt: Glazing-hbt,ground reflec#ance=0.23, u-value 0.3, 6.2 163 0 230 230 SHGC 0.33 Front Door: Door- 20.4 248 0 69 69 hbt: Qoor-hbt 19 232 Q 64 64 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2454.7 14,523 0 2,571 2,571 cavity, no board insulation, siding finish,wood studs R-5 wall: Wall- 1101.1 6,514 0 1,154 1,154 RC Rim Joist:Wail-Frame, Custom, RC Rim joist 164.8 1,190 0 212 212 166-44-ad: Roof/Ceiling-Under Attic with Insulation on 1361 2,605 0 1,437 1,437 Attic Floor(aiso use for Knee Wails and Partition � Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphait 20P-30: Fioor-Over open crawi space or garage, Passive, 381.8 1,163 0 107 107 R-30 blanket insulation, any cover 21A-32-v: Floor-Basement, Concrete siab, any thickness, 853.8 1,486 0 0 0 2 or more feet below grade, no insufation below floor, vinyl covering, shortest srde of floor siab_is 32'w�de_ ___ __. . _ .._ _ ...--. .,....... � ..__.._ .._......... .... . . ..____ _.,_.._ . ___..�.,.....__ Subtotals for structure: 34,883 0 13,974 13,974 People: 4 920 1,200 2,120 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,799 368 2,170 2,538 infiltration:WinterCFM: 157, SummerCFM: 83 14,560 1,933 1,157 3,d90 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 .,..---,.------- ._.____.�..__..._._._�u..._�_______.__.__._._._._. ___._.__.�.--- ...... .. --_ �____.___.___---------_. ..________..._----_._..____..__._._ .__. Total Building Load Totals: 54,242 3,621 19,701 23,322 =:!�iR r �y�,,, "��1�a,�� � �. ��' v �z� �.^,.w } �.° �^$s �°''fi-'�vse, -�a.P 'v;i nra. �1 r�'�,'. .'.�'t'w z 't�� '�q�`c�t'7c5n wn,�zr! 'a;: ���A iJ!��,�".;e�. ,��., k,'�°...>�x z;�'z„ � sw���.��r...;�,�.�"��{x =�,. , �s.��,-�,. a".:-.a,S,.`��5,�,�"�;"¢��l �`°.:,`��.�.��^:.;.�.� s,'�;LL:"� `�"„.f t,�..�'�� "��,s^'e� `�r'�1r±��t'-;: � Total Building Supply CFM: 923 CFM Per Square ft.: 0.295 Square ft. of Room Area: 3,125 Square ft. Per Ton: 1,608 Volume(ft')of Cond. Space: 29,401 '��5��� ��� �a"``��z;Z,E9",',�.��.�'cd'��,%".."s� �� " �'��'p '°�i,i��w��'"`�'�r,.��a�„��.�'"3�� "+�.�"`y �.,ryi+r}�:.�" ^�a+�p ,�'��`� , k:',�'��;aS�. � �, '�� '"4�+ �..,�,r �^s .4'�f�,,��,,^� � +�,. `;",+ ;y.e. "k ��..0 �� T, ��-�.�'� .,Af� sh, .'�m*'��A' r�7 Total Heating Required Incfuding Ventilation Air: 54,242 Btuh 54.242 MBH ', Total Sensible Gain: 19,701 Btuh 84 °10 I Total Latent Gain: 3,621 Btuh 16 % Total Cooling Required Including Ventilation Air: 23,322 Btuh 1.84 Tons(Based On Sensible+Latent) , ��`��'a�'�� �ag �,'��.��`��c�a`4.��-��'i'��t�? ?z�'g'�'�.-�'�i�'�S��tr� �.�� ��+tia,u�^e���i�.`�.,,'�+,.. �'`� i��y'„{y �tfi,�;s�s���� 5 �-�r.� �.:.,�. � "� ''�'S� � t�at�+�'� ,� � � �2, a.:.t�. .�_ �,*.N r, �w�t sr:�"' .;.� �Rhvac is an ACCR 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. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\SBS2011\RedirectedFolders ...\Ron Clark Denmark 3567 Lemieux Cir.rhv Tuesday,July 29,2014, 11:40 AM � b R,Inrae ResWent�ai�LighEComn�eraial F�VA�Loaiis ' � „ r Ei��e�o���13eY�lapment��1�G�': Burt�"sv�Ile�lea�ng,�Al�ln� , �� 4 D�f#�ey356�x�..eM�eu�(Girc1�� :Burr�suiil��'MN.�533� , � � � � ` � r� P "��'t�:_ S stem 9 Main Floor Summa Loads �Q��� � �., � v�':�� .2+r�r F F c'�.f"€{`f;�... ,�`� �r: '*r�;'�f��y#�� � � '"��`� �� 4.�sF r��. ; �!W'LG"�Pi � "�'M ��BS .� . v �z,�"'r ;: ,�2. � 3. .�� '" xg�4 x�it �?� ���. p h-�s j 3+��,�r�„�j ir�.�- '�" � x 5�.�q �^�M a�'-�' ,�` sfic� �;: ,. t �f r 1. � .i�-*rt'� '� _a�c h: �� - � �..�-1'�,k'��k �z a�ts f�:. ��' �y�s k .r t;w=a�.�' � ��� ���'y��'�_'� 2�,�',�E-�,�,� _s .M ,�R� ¢,-:.r ;`:.;..-..Sis. 41,�,u.:�.�.� .rx��,�.f„����s:`+3:.3� .,�'i�i=�"�k 3^.�IGi «.'�^." .ua� <,�9�.�'���� s��r;*��.s�'.hw^. � � "Yi,... n,. � hbt: Glazing-hbt,g�ound reflectance=�0.23, u-value 0.29, 27 681 0 669 669�� SHGC 0.3 � hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.31, 1S 405 0 329 329 SHGC 0.35 hbt: Glazing-hbt, graund reflectance=0.23, u-value 0.33, 40.8 1,171 0 1,599 1,591 SHGC 0.35 hbt: Glazing-hbt, grpund reflectance=0.23, u-value 0.31, 20 539 0 439 439 SHGC 0.35 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.29, 14.4 363 0 394 394 SHGC 0.3 hbt: Giazing-hbt, ground reflectance=0.23, u-value 0.31, 90 2,426 0 3,374 3,374 SHGC 0.32 hbt:Glazing-hbt, ground reflectance=0.23, u-value 0.3, 45 1,174 0 1,334 1,334 SHGC 0.33 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.3, 6.2 163 0 230 230 SHGC 0.33 Front Qoor: Door- 20.4 248 Q 69 69 hbt: Door-hbt 19 232 0 64 64 12E-Osw:Wali-Frame, R-19 insulation in 2 x 6 stud 2454.7 14,523 0 2,571 2,571 cavity, no board insulation, siding finish,wood studs R-5 wall: Wall- 1101.1 6,514 0 1,154 1,154 RC Rim Joisf:Wall-Frame, Custom, RC Rim joist 164.8 1,190 0 212 212 166-44-ad: Roof/Ceiling-UnderAtticwith Insulation on 1361 2,605 0 1,437 1,437 Attic Floor(also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 20P-30: Flaor-Over open crawl space or garage, Passive, 381.8 1,163 0 107 107 R-30 blanket insulation, any cover 29A-32-v: Floor-Basement, Concrete slab,any thickness, 853.8 1,486 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor siab is 32'wide ..,.... _... ._........ . ._,_....... ... ...... . .. .._ . _ ..__._.__ . ._..... .. ....._. . _..._. �._...�__.�.. _.. _ . . .,.._......_,._ Subtotals for structure: 34,883 0 13,974 13,974 People: 4 920 1,200 2,120 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,799 368 2,170 2,538 Infiltration:Winter CFM: 157, Summer CFM: 83 14,560 1,933 1,157 3,090 Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0 _.�._. ....._... _....�,_ _.._.__ __..�.. ..___..._ ,��._ _._ .. ,__._.. , __.. .__ . ..._....__.._. _._... _...... ._...__.__.__._..._,.._ _,.._.�...� _.�._____ _.___._.....__.__ System 1 Main Fioar Load Totats. 54,242 3,621 19,701 23,322 �,. , �� .�.�� ��r ,.a.���� .� � ��� t���� z�,�, .�����3�. �� �5�� ��r � � � ���f , � � w � s. �s �� �,. -..�', ,r�w �', .���.�� ?�.�'��`�� �`�����r�������'i:��,�� ���ar� ����_"��� 3uppiy CFM: 923 CFM Per Square ft.: 0.295 Square ft. of Room Area: 3,125 Square ft. Per Ton: 1,608 Volume(ft')of Cond. Space: 29,401 ,��,.�? 'i'f�S��. c4�� 3"�"c:: �k<.. a-,��. �`M,;W�` +'zt i� v���4 � Y � n x;"k�3. iL ' 2 '� a.'"r t.'�rc� „� x ��,-�"r`'e : a,�h'��_�' e° ',� �y-'`�?. .�:n,�G.�F>r��.��w»�� �`in-_.°, ` a..,�n+, ��u����' `�`u� ����-n: �}�,��.r.:s;a��,_ �``a-'"^ �' . ".-6�...`;��; .x =� �� �` :.�#�.:��r, ,.�£.z's��::� . �.. .�-a ;•. r.,�. ., , ,�c .. . Total Heating Required lncluding Ventilation Air: 54,242 Btuh 54.242 MBH Total Sensible Gain: 19,701 Btuh 84 % Total Latent Gain: 3,621 Btuh 16 % Total Coaling Required Including Ventilation Air. 23,322 Btuh 1.94 Tans(Based On Sensible+Latent) 'r�i�, i��.a.�.. .��n��.,5r. < ,:,2`� Yr� �r"r�','F, ��'v` ���'��� ��'€ti r"Y:'#.r��nk'9��r���� ,�r`�,.`�,.,��«"��"�,i}^��,��'�`.,ti�v��`ti'i�%"�c�:, �� � ,��#f`c��tn`�t,t��cr+v,�.;��i'*" � �. ,. ,#�..�, : ,_ �,.a . a �g 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. Be sure ta seiecf a unit that meets both sensible and latent loads acco�ding to the manufacture�'s perFormance data at your design conditions. 1\SBS2011�RedirectedFotders...\Ran Clark Denmark 3567 L.emieux Cir.rhv Tuesday, July 29,2014, 11:40 AM 1 I Rhvac•Re�ist�n�i�l&Ligt�t Contmarciaf HVA�l�oads � `,, r Elite So�re Dsv+§lopritet�t,�r}�., . � Rumsvtile{H�atm��,Al�1nC; � �^ �iffleY�8&i�.sm�u�c�«�. ..�Gr11st�If��`MN.55��7 �,�� ' , �i�� � � ' p �� : . . ,. ,�:. � F . , _��� , _ ,� ����. .,� .;,. ,,� a 17,; S stem 1, Zone 1 Summa Loads Peak Load Procedure for Rooms }^� �+y�' x°' , ��n i ' r .� } '' I 5 s� � f ��� �wfr���`` y� '�'� s� ..>.��, �'r e x��3' Y �- I"�r .,� ,�L3-..Y sk ���Y���►� �.�a- "�y '�� s,� i� s.. $��' �,s� �.s s��� t s"��rs�rm.,y k ��aY' �.„� . � `a�� �x��t�`+'� er �:=�'W��c� '��#� '�,��` .. r. ? z /� °z�b. '�`�t ���` .: ,z� � s;.v x �.,, n�„� e.,a.�*�"„"�a-k,�e-�'�`k :.�. '{ 4� a yr,p��ry�� `�' `,,,� 1�,�°�"` �tii�x>.�- �4'^�'��;°�'3,.� . �� „�,:��'.�f!'�t -.,��. ,.f,u:,*+ t,'cMaa�<, ? r,�+C�a.,r::.`='s'�n..,..� .��.�,QE,!. a.,w»k..�,.t�.,�.ri� �',4'_-.�a .� :l:`Y�n �;� L .;' -�M �a.3,x�, hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.29, 6 151 0 110 �110 SHGC D.3 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.31, 15 405 0 329 329 SHGC Q.36 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.33, 40.8 1,171 0 1,591 1,591 SHGC Q.35 hbt: Glazing-hbt,ground reflectance=Q.23, u-value 0.31, 20 539 0 439 439 SMGC 0,35 hbt: Giazing-hbt, ground reflectance=0.23, u-value 0.29, 14.4 S63 0 394 394 SHGC 0.3 hbt: Glazing-hbt, ground reflec#ance=0.23, u-value 0.31, 25 674 0 968 968 SHGC 0.35 Front Door: Door- 20.4 248 0 69 69 hbt: Door-hbt 19 232 0 64 64 12E-Osw:Wall-Frame, R-19 insulatian in 2 x 6 stud 1021.7 6,044 0 1,p71 1,071 cavity, no board insulation, siding finish,wood studs __ ___.___.._.. ._. . . ___..._..._. ..__.. .., . _., __.__. _......_ ___. . ....._.. .. _.... ..._..._._.. ....._._...._. Subtotals for structure: 9,827 0 6,221 6,221 Peopie: 0 0 0 0 Equipment: Q 1,200 1,200 ', Lighting: 0 0 0 I Ductwork: 1,370 0 848 848 , Infiltration:Winter CFM:46, Summer CFM: 25 4,284 569 341 910 ! __ _ _ _ _ . _ System 1,Zane 1 Laad Totals: 15,481 569 8,610 9,1�9 �I'��.�.ryd,`r��`..: r�.,�,,a�`"; Y ty+�� j .:: ... _. " 1„r.h�L ??h x'�� ,�,� � �-wr a � � s��.a ,3�.�r-_ �'r��i'�`�;.�,�,�'-s�S;'�'r e uJfi ��r+ '�"�a���'k.: � ._ ,,,. ,� .n«,�:. ti.,-.. .�,.,...,. u.�.,,, < <...�^._.,a .. �,,, , ,d` ` „a x°�' , ... . . ... . . ..... . ,� .. «..; .. .,. ..�., .. Supply CFM: 403 CFM Per Square ft.: 0.444 Square ft. af Room Area: 908 Square ft. Per Ton: 9,188 Volume(ft')of Cond. Space: 9,549 ��,d„d� ���!.S..�k,.�ds ,� 3,� .r v ,4 us $�� fr'��'����k�- � s' ,� ix n,+.�' �'s` ��.,�� �w fi ��.. r'Y',� ,%�s.�a�^nu�`4'�r,�sv ,z° � ���"�'�a �qld�.H. �:ac.-a . n,..' ..�r�u-lr��,��, .�.., .,:s4,x�,..�c��._b,u.�� , _z�A.� .a i7;�?a��'_��f �„GS,wv.rw�:�A,at�.% ek�' `-3v�n.9-.��.-:"s.^o-di�. ;�.k�t�FV�. ��-»',•!� Totai Heating Requirecf: � �� 15,481 Btuh �15.481 MBH � To#al Sensible Gain: 8,610 Btuh 94 % Total Latent Gain: 569 Btuh 6 % Total Cooling Required: 9,179 Btuh 0.76 Tons(Based On Sensible+Latent) f�.*��F�t�;..,1�.'l;�..�.t°:k�, x.A� r�.r ' ""����`t.,...,:� ?��?`w-�,��'",�`.,..��,�� '�:s'�;�*�"�w.,:�.�5�`"..c����.,.�.���„'�, ,;�,�:�"!„�ui��,.?�'vu.��F����'c���� M��,.���*�>.r�r.� .��e,v.�'�;'fi�M. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are perFormed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as buiiding use and weather may vary. Be sure to select a unit that meets both sensibie and latent loads according to the manufacturer's performance data at your design conditions. 11SBS2014\RedirectedFolders...iRon Clark Denmark 3567 Lemieux Cir.rhv Tuesday, July 29, 2014, 11:40 AM . � j Rhvac Resitlentiat&Li�ht�r9Mmerc€al HVAC i.aads EI�#�5oftfx�re�e'v�t�ptr�en�,�nc: �urnsv�ile Heat�ng;$�1#�C�nc ' 1 Y Q'r�fley 35631,e�aieux��rcte. Burnsutlfe M .�5337, , , ' ' , � Ra e:9�y S stem 1, Zone 2 Summa Loads Peak Load Procedure for Rooms A:XIJ��}Q�i�� y 2�''x�e.y�„^F. �� k�-:"'�t:;y2 at.�'$ fr i.r�-� 5 a%r .�v,� .a.� -�,��� fd`�(t��'� �t dt'�`�S ��t� j''� y�.'``�4`�s ��,�`,,k �vC4R'sa' +.�k'r'���` '��7� �t' .. ro�.��c /p� .. x�� 'i'�r% �,��,^( '�-�' y�`'�ai �T.t "'1 � 3yy'�£ur��7'.; � ����"7�/�-�„� �+'�tc� �,,,"� �+G.�y& f�,r :vrmu r- 'a� 's��Ay��1?: m ���`�.'��y'�r .;-.3 a�.; . .�.:.�.�V�.�� ��u.�..:�u.�� �j�"���&l, ry6b�L F ,. ��m'A ��:�."ll.w.�mb�r��� .. .w��F1��,�.V...:;���� ^�'��+�X,i�Wfi�^}�. _1�.�4y��.' ����.J�H���-�..: ,.L.. .�,- .k .3r4� W hbt: Glazing-hbt, ground refiectance=0.23, u-value O.y39, 65 1,752 0 2,406 2,406 SHGC 0.32 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.3, 45 1,174 0 1,334 1,334 SHGC 0.33 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.3, 6.2 163 0 230 23Q SHGC 0.33 12E-Osw: Wail-Frame, R-19 insulation in 2 x 6 stud 1198.2 7,089 0 1,254 1,254 cavity, no board insulation, siding finish,wood studs 16B-44ad: Roof/Ceiiing-UnderAtticwith insulation on 1361 2,605 0 1,437 1,437 Attic Floor(also use for Knee Wails and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphait 20P-30: Floor-Over open crawl space or garage, Passive, 381.8 1,163 0 107 107 R-30 bianket insulation, any cover _. _ ._.� .. .__._. .._..____. .___ . ..__. ... ....... .. . ..... . . .... .. .___ _._. .___._. ...... .. ..__.�._. . _ ....._.._ ._._.. ...... . ..._._.__._. Subtotals for structure: 13,946 0 7,680 7,680 People: 4 920 1,200 2,120 Equipment: 400 0 400 Lighting: 0 0 0 Ductwork: 1,816 0 1,012 1,012 Infiitration Winter CFM 51 Summer CFM 27 4 762 632 378 1 010 . ___.. _..._..... . ..____. .__ _.__. .. .._..._� . ._.__ _._...__ ,.__.__._.....�_... _.... _.._. _ . .._.__ .. ...,:_ �. ...,,. .. ..,.__, __,...__. System 1,Zone 2 Load Totals: 20,524 1,952 10,270 12,222 :4�3ry��A �r�.��-.:,t€ s�:.�.? < „F^�„F s + ° �, ::.'g��,.,,,r .,� �.x,� ��.� x �r';�e S-.cr-�. ..2�s� .X'" x .� .:�'y�i,y,� :.a�,.�-�w �,°_.,k Y�`'l;i ,,u�., � x�.�`::r y:: Supply CFM: 481� CFM Per Square�ft.: 0.353� Square ft.of Room Area: 1,362 Square ft. Per Ton: 1,337 Volume(ft')4f Cond. 5pace: 10,887 . y�� �i[ �e ,��`Q Ss. ,..�f��+7.t ��4m'� l�gm:u'�^� �''�.5-T "z ...; -'�.., �,n �,.L3�;. r-.� ��` �4�-... �.,��_.�k�p�>�i�.,���4"� �.�,�.:���..�,����.. �.Msa "y+�..„Yr��.a��w�<:r.w� .4-.kY.�x„��_a �{�`s. �.r s�-'.�.,� ..%:,� r-s Totai Heating Required: 20,524 Btuh 20.524 �MBH Total Sensible Gain: 10,270 Btuh 84 % Total Latent Gain: 1,952 Btuh 16 % Total Cooling Required: 12,222 Btuh 1.02 Tons(Based On Sensible+Latent) �*� S Tfi"r°v�,�- � „? ,. �.x -z a � � � ., w� '�s:.� . .y r�.. f �'"ek 9 . I `�.JiQ��a�,�r,,.:r3�i'."k.�..:.t �,.d..�s�7:-.K"� z'��:�r;��lu,,, .a ...t..;43d�g� ..�r,.�. �:,^�.,u,r,a^. ..,. �;:�:.�. , �'"x3�.;%�„�, �,.,z''F,s,',`�a:4�.�. .,''x�*3�^","^+'�.�`'r,s,74���F."�.��'�`��'�...,i`'�r§�,e ��r�. '�, Rhvac is an ACCA approved Manual J and Manual D computer program. '�� Calculations are performed per ACCA Manua!J 8th Edition,Version 2,and ACCA Manua! D. I All computed results are estimates as building use and weather may vary. �' Be sure to select a unit that meets both sensible and latent laads according to khe manufacturer's perFormance data at '' your design conditions. \\SBS20111RedirectedFolders...\Ron Clark Denmark 3567 l.emieux Cir.rhv Tuesday, July 29,2014, 11:40 AM ' s R�va� Res�d�nbai&�,igh#Com�r►erciai HVAC L.oads Elite$af#warie De��topm�t�,inc � �urnsv�lie Heatin�&AlC,lr�c ; �, ; � � � �� � �?iff1eY:3563��ir���x C�rcls< � B,umsVille?MN 5.5337 �' .Pa e:4,9; System �, Zone 3 �ummary Loads (Peak Load Procedure for Rooms) 'Aa!���� •�'� �r^ 1'a�t.a."¢ a" t<` S �. ry'�,s � i � � s`_ "F .���'s`z,t F�' s,a�+,p�.'�'� 7'`� � � Y .:{ �. � �k� � a�y"�. �`� � '�r ` '�. s ,� ..�}' ! ��� �y b�� `' #.F�` --a.';.�k -. ^=J;� �s�,a 3} ��' �� 3, ��, .�. c`�7�..�'4 > � ��k��,A a�t a ����+�t�';��,'�.�' � �. ��t e .,r � � s� �,- "� � ��m .,rh x p t �" �v�a ���t �e���".���itr 3 �� w �� �M � ' k a �a�. ,.��?ss � �M+����` :"��: i� ..'S �r"'4'3.� .+A.K,^', c _�,-h,-:�.� i4Y�T.. 4:.�n G, i;5. �..��. hbt: Glazing-hbt,`ground reflectance=0.23, u-value 0.29, � 21 530 0 559 559j SHGC 0.3 R-5 wall:Wall- 1101.1 6,514 0 1,154 1,154 RC Rim Joist: Wall-Frame, Custom, RC Rim joist 164.8 1,190 0 212 292 I 12E-Osw:Walf-Frame, R-19 insulation in 2 x 6 stud 234.9 1,390 0 246 246 ' cavity, no baard insulation, siding finish,wood studs � 21A-32-v: Floor-Basement, Concrete slab,any thickness, 853.8 1,486 0 0 0 ' 2 or more feet below grade, no insulation below fioor, ' ____ ' g slab is 32'wide v�nylcoverin , shortestsideoffloor .._.,. _._ . �____ . . ._..,. .. ._.,.v_. __ _.�_ �_�_.._,. ._._�.. ,�. _�_ . ____.,._,. ... __,�_�.� Subtotals for structure: 11,110 0 2,400 2,4d0 I People: 0 0 0 0 ' Equipment: 0 0 0 l.ighting: 0 0 0 Ductwork: 1,613 Q 310 310 Infiitration:Winfer CFM: 59, Summer CFM 32 5,514 732 438 1 170 ...__..._..___ ___.__.�_ ..__.___...__. _..__._.. _ .__._.___._. __ , .._..._.. __ ...__. . .. ..............___.,.._.v.__.__. �_...._ ,._ _._..._.. ...... ._._---__.._.._�.. . ..,.�._.___._ System 1,Zone 3 Load Totals: 18,237 732 3,148 3,880 ,,,{� ���Sy,� - s °°x � � +° c�: t r� s� F"K,�.� °'x ^4k.,�r5 &,`.",� ` x .. �`'" �_� �_ri k '�,m4'�". ���'�!4!='� w � � Mk�?,a�. -�h �:� ,��s,..�:re�. �w, � .,�*d�... .�,���,�;�,- �r� z� ��:s.t�r, nr,�.t,�c �`�,h .,,z�,_ a t�r.,�'�.�'. ,�,.�•�: _ .e,, . Sapply CFM: 147� CFM Per 8quare ft.: 0.173 � Square ft. of Room Area: 854 Square ft. Per Ton: 2,641 Volume(ft')of Cond. Space: 8,965 r��6 sweL �i{ � .`'.z��G��+A�x.t�,r,�,,`'3��r t H % ;.,,v t ; ;F..,::, x r,.;T Y� y';�.�.'�.+} �:'rc *e et'.HY�;Y+.�.r> � p�r��,i`,.. r'�."i.�' S�,4.v��� , � �+,�.� �v�"z��ri, ..5,�'�w��"�� Total Heating Required: 18,237 Btuh � 18.237 M8M Total Sensible Gain: 3,148 Btuh 81 % Total Latent Gain: 732 Btuh 19 % Total Cooling Required: 3,880 Btuh 0.32 Tons(Based On Sensible+Latent) :..����, �.w 4s�'s �3 �i t �`�-�5-x��,..s r�i „r��� ,� .;a.*.,.�e�' �s�, ,�-�-x-+s� "�'� kia.`;l 'c" .r'� F '��,r1`� '" -�-M��a`�� <i� Rhvac is�an ACCA approved Manual J and Manua!D computer program,e r, Calculations are perf'ormed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. AI!computed resu{ts are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 1\SBS2011\RedirectedFolders...1Ron Clark Denmark 3567 Lemieux Cir.rhv Tuesday, July 29,2014, 11:4Q AM � � . ,Rhvac Resideptiai&Li�ht Commerciai HVAG�.aads '�� ' , �I�te Sp�tware i�e�elop►�eJtt,fnc, "�urhsvalfe Heatu►g&A1C Inc ' �i�fle�+"35$3�ket��eu�Cir+� , �ur,nsV�Ile�.�4fN 55.337 ' ' ' ` , � ° � , ,.� � � � r� � , .� , - � ,..� �� ,.. , ,.. rv��_. � �P.� a . , _, _. . =37� Detailed Room Loads - Room 12 - Basement Peak Fenestration Gain Procedure f`����,�i�w. «`a.�` -�'Lu„g.� �v��t�'� u �' "^� r Y j `� ��� F 4 ``�, •3�i"- �[ 3 '>x� '��`�w u�q�','�""Wmw`� }.�"f�.Xr���'r;�E'" Kaa ��g��'w';� . .,t, 3� t+'. `�'��$.U�:r �, .:�z�,.,.�,�-,,r,� ..aR,. �"x f b.sr.. ...1u Room is in zone 3,which peaks at 1 pm Caiculation Mode: Htg. &cig. Occurrences: 1 Room Length: 32.8 ft. System Number: 1 Room Width: 26.0 ft. Zone Number: 3 Area: 854.0 sq.ft. Supply Air: 147 CFM Ceiling Height: 10.5 ft. Supply Air Changes: 1.0 ACfhr Volume: 8,965A cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actuai Winter Vent.: 0 CFM Runout Air: 147 CFM Percent of Supply.: 0 % Runaut Duct Size: 7 in. Actual Summer Vent,: 0 CFM Runout Air Velocity: 552 ft./min. Percent of Supply: 0 % Runout Air Vel4city: 552 ft./min. Actual Winter In�i.: 59 CFM Ac#ual Loss: 0.153 in.wg./100 ft. Actual Summer infil.: 32 CFM �..���r� �-' ��'`t�,x`w�t�'�ay �'- � .�`1�� �s��� w�rus/,y'�A� , �y�� r fi��s '�rf ��`sNe:�"�3 �'�-:?a*ek��'s '. i.���."�"���' °,S�im��F'#�',�e,`��' �i x�����+ �:�. ;�,p�}i�*�y�z� f��`� R 4R, ;�,7'��e-s��fii,a��-cz�s-�'�*��j'.�'"$� �'� R s*� ��'��'y�c�',��'y.,��.- ��-.'��5 M"�'r j� 44 .x �Sd�{� `�i�+t +��.,�, *�."� �. ��. ��� ���t■Y ,�+kwk'aF' tsn 't�,i ..�.,���.`�`.'�'' ��'�.cf�� *..�`4+:�,''i''�.`�k`Y, 1L'7���..�i�U.i�����"�,���*h,'�'(����"�A•� s ��1�`,,,�� � �i'�� :€�" . . . ..,.,,_.... . ,.m„�,. . ,. , . ,�: _ . ..,. �; ...:'�. ... . .,c.., ,., ui E-Wali-R-5 wali 26 X 9 223.5 0.068 5.9 1,322 1.0 0 234 W-Wail-R-5 wall 26 X 9 234 0.068 5.9 1,384 1.0 0 245 N-Wali-R-5 wall 32.8 X 9 295.6 0.068 5.9 1,749 1.0 0 310 S-Walf-R-S waii 32.8 X 9 285.7 0.068 5.9 1,686 1.0 0 299 E-WaiI-RC Rim Joist 26 X 1.4 36.4 0.083 7.2 263 1.3 0 47 W-WaII-RC Rim Joist 26 X 1.4 36.4 0.083 7.2 263 1.3 0 47 S-WaII-RC Rim Jois#32.8 X 1.4 46 0.083 7.2 332 1.3 0 59 N-WaII-RC Rim Joist 32.8 X 1.4 46 0.083 7.2 332 1.3 0 59 N-Wall-12E-Osw 26.1 X 9 234.9 Q.068 5.9 1,390 1.0 0 246 N-Wall-R-5 wail 7 X 9 63 0.068 5.9 373 1.0 0 66 E-Gls-hbt shgc-0.3 0%S 90.5 0.290 25.2 265 32.7 0 343 S-Gls-hbt shgc-0.3 0%S 10.5 0.290 25.2 266 42.4 0 445 Floor-21A-32 26 X 32.8 853.8 0.020 1.7 1,486 0.0 0 0 _. _..__ __..___._.__.._. _..�.� _..._.� _,_,_.. ... .._ ..__. ._..._.. ..,_. _.. _._..__.__ _. ...... ._. _......_� ..__.__._. ...._ ._. .__.___ �...._.... .� ._._...__..__. Subtotals for Structure: 11,110 0 2,400 Infil.:Win.: 59.4, Sum.: 31.5 1,522 3.623 5,514 0.288 732 438 Ductwork: 1 613 31 U _..._. _ .�_ __ ._ . ....__ ......___. ._ .. ._ _.... .. .__.__ ...,.._.�._. _._..___._._ ,_ .......,__._. .__...___.__....__ _._..,. Room Totals: 18,237 732 3,148 , � \tSBS2011\RedirectedFoiders ...\Ron Ciark Denmark 3567 Lemieux Cir.rhv Tuesday, July 29,2014, 11:40 AM � Rh�+a� R�sCclent��t��.�ght�omtneraiai HV��C I.d��ts ; �� � � �ti#e,�S�►�'t�ta�roe 4�Yeloprr����r�c ; Burnsv�lie t��at�ng'�.f�iC Ine ; ' ,. pfffley�5531.�m�ux C�irci�; B'utnsv7le�'-.MN.�5�37. . . i., . ` ` .�.. ,..;-. Pa e�42. � ,. . .�: > � � , ,_..,;.�. � .._w ... ..�. . �.�..� � � S stem 9 Room Load Summa 'v r k�-a �,�� �* �'a�de.�� �r-t. F, a .,t x J:�' "r u� ��' ,k.." 1 .,,�r ka uh Yp "�f. � '��}r rt+ay� t �E y �.�} sl � �-.�� x-"'`x'`��� �x`..'f n '�� � �." -"�-��v,,���a'"`#"a ,�? � +t 'c��..��;lrx'�r,,,��"�fi tn,,s����5��. �*'�b.z��„,�� � i'.�,"�? � `��` � : 3`'��- ���a R �{{�r`� �ra�^�•�.s�s�.,.m �� f��4 � .;�� ',�'m � -s �� ���'�a'�„i�`�'����������T� �}�G�`c�s�Sw F7a.. ���?�'-3`*��2����r.^,�§����� =�i l v�� y,�,e� P �y„ ��y '�y��S y�-��!;�v,�{ �F p �ti F���G 5 .�� �?".,��`��a�. .n�,,�� �c �,}����� y a ��,�x,u. {;�`��`4t �,k ��.. �,'n��.3€�� ��','Sa ::�.y..�t.�ulV���R r a .a.�, a� �,.. �.+�. �-:r .x�,��..� ,ii„ �:;e ��„�: � � t:�:5.f � ��e�.,u' ..����,'���' ---Zone 1--- 1 Foyer 200 3,705 50 1-3 621 651 152 31 31 2 O�ce 105 1,280 17 1-5 247 720 43 34 34 3 DininglKitchen 248 5,396 72 2-7 436 4,977 174 233 233 --._.._4 Living._ ._...__ �___�..____.... ._ . 356._._ 5,099 68 _1-6.._.. .____ 540_.._._ �,262__... . .,.200 ._ .. ,..106_... ._ ._1Q6_ _.._... ._ ...._. __ __...... Zone 1 subtotal 909 15,481 207 8,610 569 403 403 ---Zone 2--- 5 Master Bedroom 382 8,230 110 2-7 473 5,399 683 2b3 253 6 Master Bath 119 1,052 14 1-2 541 252 37 12 12 7 Wic/Laundry 271 2,966 40 1-5 490 1,425 491 67 67 8 Bath 1 97 856 11 1-2 441 205 30 10 10 9 8edroom 2 155 3,041 41 1-5 454 1,32d 334 62 62 10 Bedroom 3 193 3,196 43 1-5 472 1,374 337 64 64 11 Loft 145 1,183 16 1-2 631 294 40 14 14 _... _._....__._., __ _..__..__.. . _---.._..__.._ _.�_� .._ _.__.___.... ...__ _._....___..__._._..._.�._.___._�.,_..__...__.._._.._. _ ._..____ w_. _�_.___... Zone 2 subtotal 1,362 20,524 275 10,270 1,952 481 481 ---Zone 3--- 12 Basement 854 18,237 244 1-7 552 3,148 732 147 147 _... .. .__ ._.._...._ _......._._ ,..,.. _.� ...... . ...._.. . ,_ ...... .....__... .......... .__...._ �,�_� _.. . _..._. . . .�._. ._ .__.... . _ . �...._.. . ... .....�.___ Zone 3 subtotal 854 18,237 244 - 3,148 732 147 147 - - -- ._---.,_..__._...____ ___..._... __ ..._ ... ....._,,._ _.. ,....__.___..� .. .. ._..._..... __ .. ._. .__._.____..__..__ _ ...._____._, .._ ,____... ... ..._..__.._. Duct Latent 3&8 ..._ ..____ __ ._.. ___. . ......... ... .._ �,.... ... ... __ ... __.._. ........ _.. _�._. ,.��. ,..,_. .. ..._.. . ._._.._..._. System 1 total 3 125 54,242 726 19 701 3 621 923 923 ..... . .. � .. ._._.._ _.__ ___ ___ __.._._ _,_...___ _.._ . ... ......... ._.... ___ �._ _......,_._._....., . .,......... . ._._.. . ._._._.... .... .._.___. Sys#em 1 Main Trunk Size: 11x15 in. Velocity: 806 ft./min Loss per 100 ft.: 0.104 in.wg __._ _ _ _ . _. __ _ _ _ . . __ .. . _._ . ___ __ _ . �.. ... .._ _ . _ . _._. . .. . __ _ . Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone leveis, so the sums af the zone sensibie gains and airflows for cooling shown above are no#intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion"method. -;�Qf '°"- >� 3�`� F" .� d ,a' ,�''`� �"- =f� �riu -.i^� �-��e�#= �w �i� � .'�u�b *:a .:b3 `"� �`�1,"� �,y. �I��w-''� �.'��'�"�""7'r`= t,� I�� �.� xr;a'? ��!. �w-,;,e„-;r,. �- ,.s �;Y �,.�k.�`�_al,�'�.....3s� Yst.F �r.�..i�,r?-. . .§�.�c.�,-;= +r,,.4,.i..,,, ?F,�n�� ?ti:� � ;5 `.;�a!^1=; �, � ��.y�.�z32+ m^'�..��fi�.,�y"` _-"r�. '' �!#��"`F" "�'8" �i ,� �.�.K! "'"�i ��y ��r +���.�. ��"� :��,s''�."� �`� ����1`'���°� z'�""�gx°;�5 '� . ":i t�" .�- N � k� x..cv��s^ � w�'Si�t, �.�,f„`��y'�y, .�„a'-�_�, � a�-�:-n�'��#�` y�^� �.�K.� k` 4k„ hr"`-�i""�� ,� -�E�.+z 3 w 4 t q �.: > �..�� Pe�.. �-.-:a w.,wa'..L,�v q�;, w.s�'��:�3�t -�`.,a.�����... 4#�»'����$�.�����1��°.,��, ty''`�c.�`c;t����'�`�� �x�£.'���'.t,�,��,�✓ �,�;�. �'%��;$�d�Fa°..vrc:-. ,#� Net Required: � 1.94 84%/16% 19,701 3,627 23,322� \\SBS2011\RedirectedFolders...\Ron Clark Denmark 3567 Lemisux Cir.rhv Tuesday, July 29,2014, 11:40 AM � � i ' � S Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy,Suite 120, Burnsville, MN 55337 Phone 952-894-0005—Fax 952-894-0925—Web www.burnsvilleheatin�.com Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 3563 Lemieux Cir Date Contractor Burnsville Heating&Air Conditioning,Inc Completed By Alan Dobson Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including 3125 Total required ventilation 130 Basement—finished or unfinished) Number of bedrooms 3 Continuous ventilation 65 Directions—Determine the tota/and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3'' 4 5 6 Conditioned Total/ Total/ Total/ Total/ Total/ Total/ space(in sq.ft. continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 ��Q1 35t�D 100/50 115/58 '�J�� 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+ [15 x(number of bedrooms+1)] =Total ventilation rate(cfm) Total ventilation-The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm shall be provided,on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:\SAFETY\JK\Vent-makeup-comb air submittal(2).docx Page 1 of 6 , .� � f Section B Ventilation Method (choose either balanced or exhaust only) � Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy ❑Exhaust only Recovery Ventilator)—cfm of unit in low must not exceed Continuous fan rating in cfm continuous ventilation rating by more than 100% Low cfm: 66 High cfm:150 Continuous fans rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions—Choose the method of ventilation,balanced or exhausts only.ealanced ventilation systems are typically HRV or ERV's.Enter the low and high cfm amounts.Low c m air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.J Automatic controls may allow the use of a larger fan ihat is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Bath Fan Master Bath 80 Bath Fan Main Bath 80 Directions—The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous venti/ation must be equal to or greater than the/ow c m air rating and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Control Located In Mech Room Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related irades also need adequate detail for placement of controls and proper operation of the building ventilation.If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Section E Make-up air Passive(determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculations from Table 501.3.1) Other,describe: Location of duct or system ventilation make-up air:Determined from make-up air opening table NR Cfm Size and type(round,rectangular,flex or rigid) , _ _ . _ _. _ 2 � Page I , �� Directions—In order to determine the makeup air, Table 501.3.1 must be filled out(see below).For most new installations, column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column.For existing dwellings,see IMC 501.3.3.Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type(round,rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple One or multiple fan- One atmospherically Multiple power assisted vent atmospherically vent or direct vent appliances and gas or oil appliance vented gas or oil appliances power vent or direct or appliances or solid or no combustion vent one solid fuel fuel appliances appliances appliance appliances Column A Column B Column C Column D 1• 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 3125 unfinished basements) Estimated House Infiltration(cfm):[Sa 468.75 x 1b] 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); 240 Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating NOt (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 468.75 above) Makeup Air Quantity(cfm); -93.75 [3a—3b] (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. _ _ _ _ . _ ... _ 3 I Page , .• � • � Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple One or multiple One atmospherically Multiple power fanassisted vented gas or oil atmospherically vent,direct vent appliances and appliance vented gas or oil appliances, power vent or direct or one solid fuel appliances Duct diameter or no combustion vent appliances appliance or solid fuel appliances appliances Column A Column B Column C Column D Passiveopening 1-36 1-22 1-15 1-9 3 Passiveopening 37-66 23-41 16-28 10-17 4 Passiveopening 67-109 42-66 29-46 18-28 5 Passiveopening 110-163 67-100 47-69 29-42 ( Passiveopening 164-232 101-143 70-99 43-61 � Passiveopening 233-317 144-195 100-135 62-83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) X Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4"smooth or 5"Flex Other,describe: Exp/anation -If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power ventedor atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). P/ease enter size and type. Com6ustionair vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. _ _ _ _ __ _ __4I Page_ r • Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/eoiler: _Draft Hood _Fan Assisted or Power Vent _X_Direct Vent Input:_60000 BTU/HR Water Heater: _Draft Hood _Fan Assisted or Power Vent _Direct Vent Input:_Electric BTU/HR Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS Volume: ft LxWxH L W H Step 3: Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/Hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input:_40000 Btu/Hr Use Fan-Assisted Appliances column in Table E-1 to find RFVA:_3000 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input:Btu/hr Input: 0 Btu/Hr Use Natural draft Appliances column in Table E-1 to find RVNFA:_none ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV=_3000 + none = 3000 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= / 3000 = ' Step 6:Calculate Reduction Factor(RF). I RF=1 minus Ratio RF=1- = II Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/Hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per inZ CAOA= 40000 /3000 etu/hr per in 1333 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 1333 x =in Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. _. _ _ _ SlPage_ . .• ' � , IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Known Air Infiltration Rate(KAIR)Method(cu ft) Fan Assisted or Power Vent Natural Draft Input Rating Standard Method 1994to present Pre-1994 1994to present Pre-1994 (Btu/hr) 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 22,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. _ _ __ _ _ 6lPage , Pearlmont Hgts. LLC Purchase Order List Page 1 10-01-1�8 , 3572 Lemieux Circle 8/6/2014 8:18 AM PO Number Quote Summary Vendor Name Amount Exported? 12-05-84008 06110-FRAMING LABOR RIC, INC 16,470.00 YES 12-05-84009 07461-SIDING-VINYL NATIONAL INSTALLATIONS LLC 9,510.74 YES 12-05-84010 07310-ROOFING MTL. JTR ROOFING INC 6,855.33 YES 12-05-84011 04410-STONE STONECRAFTERS MIDWEST, LL� 806.67 YES 12-05-84012 05520-RAILING RAILCRAFT 898.65 YES 12-05-84013 08360-O.H DOOR Custom Door Sales 1,238.20 YES 12-05-84014 07210-INSULATION METRO HOME INSULATION 3,128.00 YES 12-05-84015 15410-PLUMBING FNSH ELANDER MECHANICAL, INC. 8,790.00 YES 12-05-84016 15500-HVAC FINISH BURNSVILLE HEATING&AIR CO 6,675.00 YES 12-05-84017 16010-ELEC. FINISH PHASE ELECTRIC 5,215.00 YES 12-05-84018 16600-COMM./LOW VOLT ORION HOME SYSTEMS 500.00 YES 12-05-84019 09215-GYPSUM Ultimate Drywall 7,550.90 YES 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 I hereby certify that ihis plan,specification or report was prepared by ���. me or under my direct supervision and that I am a duly Licensed � Professional Engineer under ihe laws of the State of Minnesota. oate: 1-1-14 �icense Number: 46665 � '�` ': Signed: � �. Print Name: NICk H311S0t1 - 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS SCOPE,INDEX,&CERTIFICATION Project: Ron Clark Design & Construction 7500 West 78th Street City: State: M•1 2ip: 3407 Kilmer Lane North Ed'I f11, M N 55439 s�rtea Project Number: 4.001 �O Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Tel 612-7083572 Client: www.hanson rou mn.com Sheet: o Of 15 OO 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 DIRECTLY 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 IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING 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 ENGINEERING 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 IN 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 �"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: Ron Clark Design & Construction 7500 West 78th Street City: State:� Zip: 3407KiImerLaneNorth Edina, MN 55439 s��cea Project Number: 4.001 ^ J Plymouth,MN 55441 Drawing Date: Januarv 1.2014 ` � Te1612-708-3572 Client: Sheet: 1 of 15 V www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 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 IN THE DETAILS. 3. 1Yz" DEEP BY 3Yz"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 SIDE. 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 PROVIDED. 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 Yz" 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 8" FROM WOOD MATERIALS. ANCHOR BOLTS%"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: Ron Clark Design & Construction 7500 West 78th Street � City: State: MN Zip: 3407KIImerLaneNOrth Edina, MN 55439 s�nea Project Number: 4.001 �^ Plymouth,MN 55441 Drawing Date: Januarv 1.2014 �J Te1612-7083572 Client: Sheet: 2 of 15 G www.hanson rou mn.com �C 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 °�� • • • .;a '�• . WALL '�, � � a � 1 � 4 •P ' , °�' 1 REAR FROST WALL � � � 1 A TYP ELEVATION SHOWN d ... �Y .;� �� ,..4:: '.. .:°�•'�:� '•'•"' : : ..d.. . 1 FOR � ' ' '°� � 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 OPTIONAL CONTROL JOINT m EXTENDED AT LEAST 24" AT EACH END OF STEP BEYOND EACH END OF STEP HORIZ. BARS z TOP&BOTTOM � 'v a N } � Z � g M E Q. , . � .. � . . ..�.•,. DETAIL B A. v �. ���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: Ron Clark Design & Construction 7500 West 78th Street City: State: MN z�P: 3407KiImerLaneNOrth Edlna, MN 55439 s��rea Project Number: 4.001 �^ Plymouth,MN 55441 Drawing Date: Januarv 1.2014 -'1l Te1612-708-3572 Client: Sheet: 3 of 15� V www.hanson rou mn.com �O COPYRIGHT HANSON GROUP LLC 2014 Y"0 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 `O � f�(�I ��� � • - . ,.' .� `==�II=��II-=1I� . �� ' � " e� � a � . ��—�i�.—T- ; . n ; _�;=1T����=`� 3�'�l�l�� :� ; � ` i1�=1��,,�; OPTIONAL STEM ,� . I I����— WALUSLAB LEDGE MINIMUM �•� a � THICKNESS TO MATCH SILL �� • � 'a ����� (1)#4xCONTINUOUS HORIZONTAL BAR AT PLATE � �. TOP OF WALL : � • �d V � ' 6"MIN.C.I.P.CONCRETE FOUNDATION � •� - WALL a INSULATION BY OTHERS a- �. (OPTIONAL AT GARAGES) , d�. #4x2'-0"DOWELS @ 72"O.C. MAX(5"MIN. EMBED) � o UNREINFORCED CONCRETE STRIP DOWELS ARE NOT FOOTING SEE S7 REQUIRED IF BACKFILL IS PLACED EQUALLYON BOTH : ' a�. ' ' . . a. ,• SIDES IN LIFTS NOT TO •a • ' • EXCEED 24"-ALTERNATE . : ° � � a '•. EACH SIDE � . a ' . . a ' 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Ron Clark Design & Construction 7500 West 78th Street Ciry: Stafe:M�;,� Zip: 3407KiImerLaneNOrth Edlna, MN 55439 s�nea Project Number: 4.001 ^� Pivmoum,MN eaaai Drawing Date: Januarv 1.2014 ` Te1612-7083572 Client• Sheet: 4 of 15 V www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 ♦ M 1/2"�3 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 �° • a '� TOP OF WALL d. • . ,___.I �.=i��Ei��� . � . `�������—������� ' a .. ��—������� -����� �d � '�I,�II a . �-_;� . a: - ° a 6"MIN THICK C.I.P. a � CONCRETE •- - 0 FOUNDATION WALL � 9 d � a #4 x 2'-0" DOWELS(5"MIN. a SLAB-ON-GRADE EMBED) CENTERED IN WALL @ 48"O.C. (SAND SOIL) ° OR 36"O.C. (SANDY-CLAY SOIL) - ; , ..#q m•.; ..,.,_<.e. ;, OR 24"O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR �� . ' 't" DRILLED AND EPDXY GROUTED • , °� � " <� � �����'' � . 3 !��� .� • � � °� ° '� UNREINFORCED CONCRETE STRIP • ° `��'• a � �� FOOTING SEE S7 (18"MIN WIDTH FOR CLAY BACKFILL OR � 16"MIN WIDTH IF 2'-6"MAX UNBALANCED SIMILAR REQUIREMENTS ° BACKFILL) DESCRIBED ABOVE ARE APPLICABLE d EXTEND WALL DOWN (ADD ADDITIONAL#4 AS REQUIRED FOR FROST HORIZONTAL BARS @ 24" � � PROTECTION OR SOILS O.C.) ¢ CORRECTION � � �? a � �: ' ° f 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Ron Clark Design & Construction 7500 West 78th Street City: State: MN Zip: 3407KIImerLaneNOrth Edina, MN 55439 s�nea Project Number: 4.001 �� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 7e1612-708-3572 Client: Sheet: 5 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 �"0 x 10"LONG ANCHOR WOOD FRAMING 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 c� � - ' � � . • • ' � ��. ' OF WALL � � • � • � . . . a a �a� � � III��1�=1�� ' � XQ --�o � i���,��,�j� #4x4'-0"HOOKS @ 24"O.C. BENT OR � M ������ DRILLED AND EPDXY GROUTED ° � ' ° : ������� 0 3'-0,. � o . . . a �- ^�— � . � GRANULAR MATERIAL(SAND) GRADUAL 2%SLOPE O GRADE AWAY FROM Z . #4xCONTINUOUS HORIZONTAL BAR @ FOUNDATION PER a � 24"O.C.TYP [`_` .�=I�I=i[I . . , •, GENERAL NO " `-I I�-;�=I����� , a : 8"MIN. C.I.P.CONCRETE FOUNDATION �����;���=��� ' WALL-w/#5 VERTICAL BARS @ 24"O.C. �1-1�1- . ������ •a a • TO AID IN THE REDUCTION OF CRACKING �?.— a : � AND BACKFILLING ISSUES PRIOR TO TOP 'I � � OF WALL PINNING #4x2'-0"DOWELS @ 48"O.C. .� OPTIONAL 2" RIGID INSULATION ON MAX(5"MIN. EMBED) a� . � INSIDE FACE AND UNDER • . � . SLAB-ON-GRADE FOR 24"MIN. d : °�� . . �•� a• •' UNREINFORCED CONCRETE STRIP 'a�� � � FOOTING SEE S7 . • • • ' � Q • ° ' (DROP FOR FROST AS REQUIRED PER • ° � < 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: Ron Clark Design & Construction 7500 West 78th Street � City: State: A�N Zip: 3407KiImerLaneNorth Edina, MN 55439 s�nea Project Number: 4.001 ^� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 ` Te1612-708-3572 Client: Sheet: 6 of 15 V www.hanson rou mn.com Qc 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 • � E_-1�=��� a• • . '==1�3—���°°°���°"1�� • . ,;'=�=�=1 ?� � � � �����I�Ia .° �' 8"MIN. C.I.P. ��—��� .; . CONCRETE 4�! a . e FOUNDATION �'� ° • WALL-SEE REBAR = ' ;� �a � TABLE S8 FOR = � . • ' VERTICAL REBAR C� W CLEAR HEIGHT OF 8"-0"OR LESS w _ � (2)#4xCONT. HORIZONTAL BARS � J a CLEAR HEIGHT OF 8"-0"OR MORE �- � � V (3)#4xCONT. HORIZONTAL BARS Y ' U 9 . � • 1�2"CLEAR m #4x2'-0"DOWELS @ 72"O.C. • a ' MAX(5"MIN. EMBED) �a , a _ CONCRETE a SLAB-ON-GRADE a .•d • . � p .o V � Q� . Q • ' € f—?,—) a�• • � ... a• . F ���..._��, 4• . a ' �i�.�t a� � e ��. !" . :�a ' � • a . � UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDE GENERAL STRIP FOOTING SIZE 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: Ron Clark Design & Construction 7500 West 78th Street "� City: State: MN Zip: 3407Ki1merLaneNOrth Edina, MN 55439 s�;,e, Project Number: 4.001 �� PlymoNh,MN 55441 Drawing Date: Januarv 1.2014 Te1612-70&3572 Client: Sheet: 7 of 15 www.hanson rou mn.com C� 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 O O O O � � � z z z z z z z z z z z � w � z a V w w w w w w _ _ w w w z z z z z z v � 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 C'� � � � - Z cD C4 - Z � �t �p �p Z �� � M O M M M O N N M M O � Z . Z Z V LL � W W W W W W W W W W W � � _ Z Z Z Z Z Z Z Z Z Z Z W � N O O O O O O O O O O O � � � � r 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� Q � �— Q = r O O O O O O � O O O O Q � C7 W � Y } J Z Z Z Z Z Z M Z Z Z Z W W v N U � a W W - W W W W � �I �J �J _ � Q Z � - Z Z �p CO Z Z � � �p Z Z m � � � m Q °0 O O M .��' O O c h M M O O J x* � O 0 J ¢ � z Z z z Z z Q � u u CO w L=Lm U Z � � Q � F 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? � N O O O O O O O O O O O W � a a � o � � T z z z z z z z z z z z > > o� oc � Z j � Z F � c7 c7 � w w w w w w w w w w w Z F� N � �� Ua a � - z z z z z z z z z z z W V1 T T � Q � M = ° O O O O O O O O O O O J m@J @J *� a � � z z z z z z z z z z z Q � � � v (n � p J �k �k � a ZQ a � N II II a � � z z z z z z - - z z z � ,°-° c�.� m � Z Z Z Z Z Z "' «' Z Z Z W � � U � � = u u ~ � W W W N M � W = J J J � � � J ^ V O � O O O d' O O O O � � � LL � f� - a0 00 f� - � � QO f� - *k *k Y o 0 0 � UQ w i� �o � � W m � o0 G o � � � f� u V (3 U W - � _ � O O � LL � (n ap O� � W U � Z II x 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Ron Clark Design & Construction 7500 West 78th Street �- � . � City: State: MN Zip: 3407KiImerLaneNorth Edina, MN 55439 s�;,e4 Project Number: 4.001 ^� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 ` Te1612-7083572 Client• Sheet � 8 of 15 V www.hanson rou mn.com OO 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 4 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 CO � FOUNDATIO ,j—mm�����;� � STEM FOUNDATIO ���=� 16"HIGH MAX ���� � � "��� :.�' x 4" THICK MIN FOUNDATION `� :.a �a' FOUNDATION WALL a "�� � STEM WALL SEE S7 SEE S4 OR S5 THICKNESS TO MATCH SILL PLATE DETAIL @ HIGH GRADE DETAIL Qa LOOKOUT SIM @ NON-BEARING SIM @ 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 � ' .���� AWAY FROM SLOPE GRADE o . m FOUNDATION AWAY FROM i� ° 6"MIN THICK °' FOUNDATION STEM :�-`.����N ¢�f #4 DOWELS C�36"O.C. — �_�������°�j:( a •' � �'�I i�r g=j; EMBEDDED 24" INTO ���1=��1=�j�== #4 DOWELS @ � -1 ' LOWER WALL '�I=)I� 36"O.C. FOUNDATION � :_�j�°4�. � � `������ <. • . EMBEDDED24" WALL SEE S7 �-'� . ,.� 1�2., FOUNDATION WALL _ � .• ,• INTO LOWER "'. CLEAR SEE S6 . WALL(CENTER a,.� �.�..� �. IN STEMWALL) • . �� n 1 . .. . . DETAIL Qa LOW GRADE DETAIL Qa FROST WALLS SIM @ NON-BEARING w/LOW GRADE 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BRICK LEDGE DETAILS ProjeCt: Ron Clark Design & Construction 7500 West 78th Street City: State:,� Zip: 3407 Kilmer Lane North Ed1111, M N 55439 s,,;te, Project Number: 4.001 �� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Te1672-708-3572 Client: Sheet: 9 of 15 www.hanson rou mn.com � COPYRIGHT HANSON GROUP LLC 2014 FLOOR SYSTEM,TYPE, SIZE,AND SPACING TO BE FLOOR TO SILL DETERMINED BY OTHERS CONNECTION AT y"�ANCHOR BOLTS w/NUT&Ys"THICK EACH MEMBER SEE x 2"QJ OR SQUARE WASHER SEE S11 TABLE BELOW FOR SPACING (7"EMBED MIN) WASHER TO BE -METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ INSTALLED AT MANUFACTURER TOP OF SILL PLATE EQUIVALENT SPACING RIM BOARD OR BRACING MATERIAL BY OTHERS - � . ••!a SEE FULL HEIGHT WALL `� • SECTION ON S7 FOR 2x6 SILL PLATE MINIMUM � FOUNDATION WALL SLOPE GRADE AWAY ••�• a,• ',• ��• FROM FOUNDATION , ��j;����=��� ��' ��•� � ' °• 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" A A B 8'-0„ 24" A B C 16" A B C 9'-0„ 19.2" A B D 24" q C D 16" A C D 10'-0" 19•2�� A D D 24" B D D CONNECTION A (4)0.131"QJ x 3"TOP NAILS AT EACH MEMBER CONNECTION B (4)0.148"QJ x 3"TOP NAILS AT EACH MEMBER CONNECTION C (2)0.131"QJ x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER (2)0.131"QJ 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: Ron Clark Design & Construction 7500 West 78th Street " CiTy: State: MN Zip: 3407 Kilmer Lane North Edi na, M N 55439 s��taa Project Number: 4.001 ^ J O Plymouth,MN 55441 Drawing Date: Januarv 1.2014 �� Te1612-70&3572 Client' Sheet: 10 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 . � �"Q�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,� 60„ 6'-0"OR LESS 72�� �2" �2" 8'-6" 72" 48" 36" 9'-0" 8'-0" 72.. 60�� 36�� 7'-0"OR LESS 72�� �2" �2�� 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/FT) (45 PSF/FT) (60 PSF/FT) 7'-6" gp,. 24„ 18,. 8'-0" �'-�" 72�� 36�� 24" 6'-0"OR LESS 72" �2" 4g�� 8'-6" gg„ 24„ �8„ 9'-0„ 8'-0" 48,� 24,� 18�� 7'-0"OR LESS 72" 48" 24" 9'-6" 24„ 18" 12,� 9'-0" 36�� 18�� 12�� 10'-0" 8,_�„ 60" 24" 18" 7'-0"OR LESS 72° 60" 36" z w , Y"0 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: Ron Clark Design & Construction 7500 West 78th Street �� City: State: MN Zip: 3407KiImerLaneNOrth EdlnB, MN 55439 s�nea Project Number: 4.001 �11 Plymou�h,MN 55441 Drawing Date: Januarv 1.2014 . Te1612-7083572 Client' Sheet: 11 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 . � � w t�- z� � w � _ � � U Z � T I-- W ui = (� � U c[ � � p V U � Z � _ �w � � cai� � WO � m � Z O �Q � W � � (,) J J C�J W — CC J� � � X � Q m Q � w J � J � cn N uJ a !— Z Q � Q � J ZW OW Q �p ZCZ`3 C�3 U J � � LL W = � U �p � n�. � W a = O z � c�n w U ¢ w w � g �- M O z z � z - � ¢� � � o Q a � C7w x � w � � 00 � O � � zw �� � Q W ? OF- zH � � � o Z J QQZ C'3Q xz Wao �W� H � � � Q f— �!- QD M ~ � � p � � Za � Z �1 W wZ W W � � J � � � � ('3� (� WJ W oC O (� LLCO o oCm � (n N � OO � O [ � Q a (� � € ¢� o � o � � I�- � � zo c�n� � c~io � a �II�� oZ � � z? w � a �[ o = W � po owo � °o � ? a � °CCnm � U � ¢ `n ...:..,, `=� � °C = ¢ J� � � � } Q � ° � a °' � Q � W � O u� Q a�j� � � 0° ~ � �- can = � w �UW � � Z � � �O � F- z v o Di� Q � C7 � � OZ � � �(Bj� Up Q a ZO z � U �W � � J � � LL d W a� (nW � � W f \� � � OZQ Z � � � m� Um � � a Y � O � J } � w � (� rC'3 ?¢ m Z O � � m Y Z w Y � c� z U U I-=-Q � � = � j p m O � � W� w � ? m = w � J m O _ � � � � � � O � H ~ X cn C3W N �= � oC -� c� o O zm ? - zcnZ C7 � a� Z > ZWUOw ¢ rz ��Jd Y YZ � � _ Z W Y W � UQw � ([ Cn W LLJ W � poCw = c,� � U2 .�¢ � mO � 02 �Q � � � � o � � Q O � � QZC� p °� o� ¢ OQ WzmC700cnC7za w �, } mp � H � O � i- w JC`3ZY W ('SYZ � � � (n � pO 2 W � W ZJ Z O J O � Z O Q J � �i (/� � W � C� � O � Y Z Q - QJwQJ2O a � _ � � � Z 2 (A � U � W � � coZm � Zm (n2 � � dQ Z � wam � Z ,- c�i ri d� �ri � z U � � Z V 3 a � � � H m Q 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS NON BEARWG JOIST BLOCKING DETAIL Project: Ron Clark Design & Construction 7500 West 78th Street City: State: MN Zip: 3407KiImerLaneNOrth Edina, MN 55439 s�nea Project Number: 4.001 S 12 Plymouth,MN 55447 Drawing Date: JanuaN 1.2014 Te1612-708-3572 Client' Sheet: 12 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 � O � X o� C�i w o � cn � °� � J@ = O � JoCZ Q W � m a' � Z C� � " QUZO � QOJ Q aZmW X w � � Z � �' w - v � cn ¢ @ � o a W pcU � � � � Zw � � � w cn � Z � _ _ � oC -' 0 � `� JOZCn ZW oZ zJQ r � � w U � a�c Mio � o�C � LLzm � c7 � � = cn � � � UC70 � o w � c� � W x � W - o � zza a � o� c� a � � zZJJ 3Z � Z � � � � F=- � � � H ZZZO � V � � Zw2� aZ � N = Y � Z �J � z X o a � � TQ � � � � � � } � '� J o ~ z � o �I oW � oZ J j L.L Q N w J LL m O Z � C� I- � M (n I- m N Cn LL O Q Cn L.L 3-'. � � m Q O �[—[ Z� O O Q � U ��[E � a U W M �� JJ � w Z i��—I � � = O X w � �,,� Q O F- �� � cn 0 Z V O�C ¢ . � � � QZpW � a� � w ¢ � � _ : � mcn � � � j � W Z � H �'f � WJo W� 1_ � � � Q UQ � A � Q' � aa � N �� JF- � � � � r (n " W� dpO p � m � � �- � fnz 3 C7c� � wU w � - w apO � Q � w c~i�oCZUW d � w � Qi- W a oz o? � � J � � � w oZO z c� o UW OQZ uj � Z � Q z Q � � } U -�QOwO a O Q � a� � � m ~ � H c°°n U� w °_ °o ~ j cn O = _ �' w � r �UH � r U W � � � � O� Q � � � � � Tz �N � � � 0 � Cn (nY UD Q O � wU aUVQZ ? � � � � O � � 0 � m v Cn tn W � t11 � \w ° °Cw a z Y � pwQm � � U O Z I-Cn J Q J m O J ZZ [OZO � z � 0 � �� O �SH W (n C'3 (nW ' (n W ` 2 � J � I— O (� � o C7 C'') ZM M � z w — cnw � J =QOwC � � = U � _ � 2 Y (n = 0lS1Z � l4OWUZO cnciacn - � ►- aa � �;, � o � � = rW '-'-' rom ¢ o Q� Z W Q = Zfn (n Q �- O J � Q (nMO OMm � W Zm � W p �- [0 C`3 '- � o2S O (3 � ot3 �� Y � UZ W (n W (n N (n Z � OJN� fn �d � ZJd LLUa � W � � O � m J � W � � WQ � � � \OOOV �,.� O J cn � � cn � o u. � � cn v O oC Z 3 J o 3 O " � � wJmc� c� QC� za a � � x � — � o � � m �Q Z Z � Z � z � N � � J Q � — J m J� � UV � V � w � wom �w � � YZ � �p � QZ � � � � � p _' > °� cn Z aOzNw � Q Q J J W J 2 O � � Q - _ J � Q � , �/j �JZm0000m (n2 Q � - w � � � m J (n H d M LL � O r N M �F � � Z 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Ron Clark Design & Construction 7500 West 78th Street � City: State: MN Zip: 3407KiImerLanelVOrth Edina, MN 55439 � s�nea Project Number: 4.001 S 13 Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Te1612-708-3572 Cllent• Sheet: 13 of 15 www.hanson rou mn.com �O COPYRIGHT HANSON GROUP LLC 2014 . . 3'-0" EACH WAY MIN FLOOR SYSTEM BY OTHERS 5'-0" EACH WAY MAX (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) SLOPE GRADE AWAY � . (2)#4 HORIZONTAL BARS w FROM FOUNDATION � •: TOP&BOTTOM OF LINTEL � � WIND WELL ' � EXTEND 24"MIN PAST #4 HORIZONTAL BARS i'(I�. ,� LADDER/ESCAPE ..,'.� OPENING EACH END(WOOD� � @ 12"O.C.CENTERED ���=� �• MEANS BY U IN WALLS OTHERS � OTHERS) Z � LAPAROUND � Z CORNERS AND HOOK a INTO FOUNDATION ' �' WALL BEYOND � WALL @ EA.SIDE ' '' (1)#4 HORIZONTAL BARS � (REFER TO S7 FOR TOP OF WALL io a HORZ. BAR i� � REQUIREMENTS w/8" ppE � z ° C.I.P.WALLS) S—� � 8"MIN C.I.P.CONCRETE � 6" MIN C.I.P.CONCRETE �• : � €�p{�j{�(�i,���i�� ••' �• WALL ' (��i����ii�r^�, � • y WALL �'. T��,�' a• .. •� .� �II�,— ' a #4 VERTICAL BARS @ � , � GRANULAR� �.�� PLACE(2)#4 VERTICAL � EACH OUTSIDE :; � MATERIAL '%_� . gARS FULL HEIGHT AND 0° CORNER OF WELL (SAND) ONE ANCHOR w/IN 12"OF m �: 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: Ron Clark Design & Construction 7500 West 78th Street �� City: State: MN Zip: 3407 Kilmer Lane North Edi na, M N 55439 s�nea Project Number: 4.001 S 14 Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Tel 612-7083572 Client: Sheet: 14 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 . a 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 OTHERS � 10'-6"@ 8"WALL � STOOP FLOOR FRAMING OR SLAB BY 13'-6"@ 10"WALL OTHERS BLOCKING Q , ,• a. : �. . a. BASEMENT g —�=I a�.� • Ln ' ' dA � '—I I a — . � EXAMPLE CORNER —I I I—I I I a'°. • 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 S 11 � Z = a C.I.P.CONCRETE F' o LL = �I������������ a : . � WALL SEE � "� �° � ADJACENT Q •��' PLANS FOR � Q.°•� THICKNESS& o 8"MIN C.I.P.CONCRETE STOOP AREA • ��, . MAXIMUM WALL o WALL SEE FULL HEIGHT . LENGTHS WALL SECTION S4 •� • SEE FULL EXAMPLE ��� � • HEIGHT WALL SECTION S7 FOR REINFORCING �10'-6"@ 8"WALL� 10'-6"@ 8"WALL � 13'-6"@ 10"WALL 13'-6"@ 10"WALL � 10'-6"C«�8"WALL� 10'-6"@ 8"WALL� 13'-6"@ 10"WALL 13'-6"@ 10"WALL z = � J � ' � W = o � = O Z - x.� i� � EXAMPLE '2' z = � J � O � W � L� _ EXAMPLE '3' 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STOOP DETAIL Project: Ron Clark Design & Construction 7500 West 78th Street Ed'111a, MN 55439 City: State: MN zP: aao�K�ime��a�s��te a Project Number: 4.001 �J � Plymouth,MN 55441 Drawing Date: Januarv 1.2014 � Te1672-708-3572 Client: Sheet: 15 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 . � , , � � � �� �_ T =z=<F * � e � ts`� *� ��� ,re� r �� �*� � r .i�lf" � �'-�°� �„g—� . "�,,_.�,�_ �a � o �..�.--� � � ,.—,�— � � � �... � _, � °�g� --� � j , , . � � it�r/-a a � _ _ �., 7 � � k+a .t..,�. # yy � �,:� -�-- � .Z"�;r:a R:�*� ' . � i.I i: f :�'+� " 3�"6 . . � � � � �� � D�n�n� � e°,°,: � �� � ,�� .% � �_<-# {Y D�nir�� � £�& s �` � °� m: fa 'Y-.° 'R�9:' ri''' i���, ,9's`� '`'�' p� "'-' ,� e.a� �: x��f� � � • �b���. � �- - yFyF I^;�Y (/� � y �'`� �` �. . ��..: . F� � � `?� � r � �� t�?� �. I ` + 3 ' an � �f t ,,/ -° �� t�±nn� .t Lwin� �€t� �{� �-�i� ��3i gq � 7�:" �g �y � t ZL4 0 � 9 C'' �t • « - } , c � ! ..�--'7�-_�,,,�c�����.���y� � �. C��. � �"a �o �m•,..,- . 9 �� e L ....., � ��, —°- �_ _ �y� � � j � �_ . � � � ca � � � -1 � � ��� �' t � —� _� `� �T Kitchen *- i ,� l� t Kitchen .� � ��i � e - h �'�� � °```���� �� �: I _ �'' � ,�z �� a:� `.; � ,` - ....„,. ;~ '�t.�,.F,= �s�.� �.'+i��_+�".*'�^�'`.#,�1'" '� """��:� ,., ° � t � '. . '��� e , �+ �.' � �: �� �.� � �� �� ��d a i35`.:� � � �!� ,� �. � � +� }"# �,�� �� _s � .� L. ' �'` 'y;'n'� � �..� +,�'�`^�, � � ��-�`'°�' �... �'= �Office � � �` ° �` � �-. �� : � X� ��� �'� � ,y, �,��� 3 ` Fo er � � ��� e� � ���� i,•. � ����i�-a5. �a/R t.s,,'���� : r'tz Y �` 2-f'�ms. tr, � � � � a�a� �m �''� ; �,G�#`c � z: ?� �,� �-n r:_c � � �. � �c:i �°" �, `_ , . `�' � � �"_ � �'-��i �"�9J � '� � � # i}�� �� ¢ $ ��° =� �4i� �� �s,r s•� ,� .k � � � � � _ � � '�a�' !* �i . . ,�y"'`gG �. �p C � E � �� P1t�, :''� � �� �� �� �$ �� � �. � . � .�Ni;�i�' ° � �E � ��� x,'E �.��` t,'�'" �� �°��'��� H � ��� � � .�# � . � � ' , �� . � ��, �� � . . �� �f �� � �� � � ,W �;�,;. f � TM�°{ +� �. , � � � �+ti:..►r � �— � � w�°`' �� � .�"- � � � ,:,* ;, �: _ �, �4 � _ �'_.�.�.,�.�_.,. , o_�,� ��; �=�' � . � � �. � :. . _ � ,—�� _ � . � _.�; . . � • � ' ' `�:�� � � r��,�_ . . r. `����: � � � ��;' �� , _ �`'' � ; � �� � �' � ' a � �� •= . �� � $ � �z i � � �' �>>= i �# � �° �,� � �, � f �� ��� t � 12�F,i.., �� =�� 2Cat�Gara�qe�� � �� .s. ' � �'f.'S§e:.'3d� � > :�� � f.6+,::p' �. �� f I i�. ?� � ° ,.-..„s. Y � } � � � � � � � �� n�s.[Q % +LYC .. „�..,�.�� '�`�a ."v'3A`7•�Q ��" t b� . C `�. � � � *�,*��,, �/ �� # � � ( �„�„^c."`�,,���v.c:Y+��ELkY".. � -. �� �. �� 9 . � � ��'� � � r• ,y �,�' ��. �� Q �''9 r t }� # in�� � �� � k- �k � n g � IV / � � �.. C F � � �( g � � °�° a @ , ,...f...,,mu �°f » i- � � _. > � i� 6�. ..�- « f �` .,{vv� { " �' � b f 91� � {� �� �. '�� # 4�.. I ��. �� � x i�, €9"i '�d�*F53�:@:E � ��.. f��E 1 p� C q }�, � � � .@���s��m--j���a � Hf i -�} 3 `� #{ vr.?�: - 5 s'. a��,.a,8��_._�. • 1 c�.-o��.,i ._._ .� �. . ' �M'u � � ,.Eie , �, k�n� . . ���#'°'�/�� . ��� " �� a- : ' _ � x��. .... �.� ' T!.� �.V �� ��� ...� ..1 .. � . . .. . . � . . ... ......... .. � . . .. � 1# Y�#tFjt tltat Sfit9�i�t►�# I�eftlon a��� �����y�,.��,���►v 3 s�3 � 3sc.s CcX�t ��c . L�L a�t,���e��d�t r�+���r � � L.arson � ������ „���,h� ��,��, N . ��t�$p��ty Stp�tures,InC taws ol tha Slate of Mit�neeofa w►�ta�rt�k�,���nns�otasgi,o � � 8 ;_ v��fZ � �1�� �ax: B�i 2u7 etas � � �` .. Interneteoginearing@comcast.net De4e 7��3•�,u l.icanse�v T83t Camm.No. �j � . � , � � .a. _�,- ���,.�. �. __� � � � , � �._, . _ - ;.��.,� ��'^a.� .. ,�, A � ' .. �� _: � ; . . �Fr�e �.� t�`#' .o-k'.2` ..�� � 9:f:'# - . x "°' ";°£ 3'.a7� �. �� � �� A„ � g � F' �, � � � '� � r`°�'� # # .S �f � �. �'m � �_ � � _�:;� . ...�� ` �' � �' { i 2 t!}'a'.. p. .._� ; � � � � :�i ��..�=- � i � 'x=�;�s�.�. ' z-,�� � � � �P � � �—' 9edroom 2 � Bedroom 2�� � ....� `�s �� 9-.._['= �� �. �.'`y� �p:. ���� � Hedroam 3 °�� •� �3 � °- � � �jf. r,��' G � ,� ,� � < rs;� Y,-+'j#' -� '`'� fi > , ; . , s �e �, � � • � � � ! _ ��'[�Z(D ` ; � � ,_ �, s �� �� � :�.s �.--� -�: �•-��¢° � �_. 1�1� ;., �.�-� �,: �i a. �� @iEN � -l+ �+. .,. . -.+( . � � � ..� -t � [ :. � $. : � _ t t � ��� � � . �7 ° �5% � , �;r- /: �- #*°.` _ 4�.� � _� � �-�� � �� � � ���� �� � �� � �• � '�" � � ��� ��:� ���� � Clo.� � ��� � "��� � L..1 Lofi� � � a �� � � ��vu „� * c �� �� � ' # l i �� �� g� �'` � Y°�''��F.��� � � $ 3 + ��b c t��z �� �_� �. �� ' s � � � �� � � ?;� �Z�` ',�, 4 � : � p.,.., # , - i � �. �"AFIi 4 $-^��� i 5,�. . 's. a s '� � �v�ui I�t '_ � `° I =� 'r+t �'�# 4 �'�` Ci�aits '� � �, ���c�� Cra�ts ���t�`� . ,_; „� �•c c �� �,� `" ' Af � �� g c c:� �� >� � e ' t ��-�� ..n 'r, � ..�,._9 F*_ � t�iA. ��� � gtY%14.{# P � :.- � �k3."�' ��S= p� ��� ] '� � � µ�' _....T e �t3�Y l':i[ k' � `b4 � `�'.� �p' S3��k.-�Tr� d � � , t'. " .s�."'l. . � „� , ;ei ,�„a�^ 4 , .. ���.�^ t. � � S �.. 9 # : �}":.�A: �1"EllT � � � y a W.I C, an' a '�'��°�' ��'`�`� i6ath �� '�' w I�C, �. � ( g_E �`" �� 8- �i .. 'ai � e�� � r „ + . � a � � ...Cr.. � ` . . ,;,.� .. t ., �, �. � s i � � 3��,*a � 3 � _��.�qK�. ,e.� _. , ,� � � � . 3.4YISE , �, :.?.� � " � .. _ .,. .v.. -�. #, 9 q f �, i �. , .. � i lf ',�":5�'3' _ � PLrY° i -�'� �_�. 2 y� o'5� ��� . �_�� : ��,.. ' . .. ' fi— . � . . �.. � � �. 1 � \� . � � ����.. �3' � V �.i C7wner's5u+te ;,;�� �� ��� �, ouyner's Suite ;_�•�� , c�c- � � � � o, . .. � ; " � e ` ;� � �,., `_ �+a�'T�'��" �� � � * 1 wn� \� r �{ �E i P�(�v►��b � *,�, ` , _ � � . 1 �J�,,►.,,�s(,C � ; � . � � � � �; --�� �� ;� >_, � , ���.������; _���'� '��_,_ �� : , �.�.:_ � � � � � "": . _ s � a ,..' � r„z"s �flYi �-�° ���a °t� � � �. Y,�`� k•b�! „� �^� �e^�r� p._.�y.,._._ �� �� �_�. s ,. _ « z � �� .. , i< ��� � ��a ..... #3��. - . . � ��w� '_` . ..�. . .. ._. `-, #� ��... ��,'.�P � .,.-i � , w�.� , ..... . .. .. . .�v�.._ . , �. . . . ��4[�l C9!'t���!�'E#t t���it#1.�tF1�6i�1f��pt1 (�� 5+ ■ LL �rrr�art+�a�P��+��+m�cr unw�r mY "�'S'�".'3 �'i�"L.'S' � d�ro��s����►r��i t�t a�n e dul� l.� Larson ������, �������� ��.�� �� ��y�tr�:t�e�.!r� ���� �. �871!! � ° �. ,� °.� ; �Y�fhl���1.���l4! e ' ^�j �:,� r+lett� �° � ��a �)�1'�'��i� �i�x: ���!��id�� ,�3 � qt����1��1��t��"������� Date «��,��3 Llcense N 7831 Comm.Nu. �.��.� f . , g ��� . __. r � � ��, --,�_m „ _ � � * � � _ . � _.. �. ��Y �� � � ' �, ��� � � �Y� � � .. � ��;..��,��= w- � � �-e=��.°�-��. �- '� �°-�� � °� F �� - � + _ _�� r... � +�rRl k �' � � 4�C S y„� �. , �: '. .tl.°°... x �Rgi"'• AO � �� ��c ��:. TM�,° �� `m -th�°aati � — �Oi^,� � �� � <u �t � '�. * ' � ��- � � �._._ � v ���_ � `.. � �� � ,=.� �- � _ .� .« ��.� � w�-.. � � �--.�. � � -� � x �., ��� _ � �0�4 4 ... �� a � � K� �� �� .. � � +- <` ��} t & t �>.. �'.. � ��� ��. ,. �,,,'rr �+�..r � � �� � � � , � . "' . �...' �.. ' � z -w^ r r � � � 7..t—� .�' . �.e,^°—«... ` ` ; � ,�" ` '��.A�d �� .. �g � � - .� . . z � �,W�, j 1 �� � . n ° a ... « � � m w� W ��. �� � �... ��: ='�-s_"''–,�,'. � �� �„� � � �. _. _ . � � ����� < � �'i ' �� .—��— �,` � , ' _w... �` ���$ ��, �,s e ,�t � ; !1�BT�r�8rt1�+�itai lht�p�l.ape�stl�ZBti�n � �L, �e rsp��r��r�a�a�me ar,�r�ser��► '�s �3s G�,��."�'� �'+ i L`' ������ ����t�,�►t�„��a��t�a�,�aury 4��csn�a� a�e�na����n�r��a � �s��n�aci�t��+�truct+r+�s,!r� !�� t � �e cr!M�nne��s�r " ��t l�t.�te . ����' _ :. +�,��� ' ',���4�'� � L� �" wi�it� i,�k�,IN so�a�81't4 i�,,t� ��a���a� �s�: +�������e q g3 � 1[!t$1"�t�k�+9�1' �i1�C���'t Date 7•?i 3•�/!� Llcenae N 7831 Comm.Na. ,_.__ � . , ..�. � � � � _ �_ . . � � �� � � �E�_.� � , � u = - .��. ° . .. .. � z�,c f e" � a .. �.c.+ ,�'�....#§. �:a � ;5 ,a `�€.�_ � ,:"� .����� � ��d z�. ? 1 ��� � z, j( '� . ``'�'�'. �� �"�+..,,�'�+�,.T' .t �, � - ,. � � r� .� �.... � Y°°"` �3i_ ������......� � u '�39` t3 � �� "�. � R� ( � a' ta � t 'r"�_ ��,.."'��... � ��,''• . � . � � _ ��_�� „ � �'�� � �� � ��F ` n ' ���� s � ' E � y� .� .. , `�"`�s -a.w,.g,�" '� "'" �� � . � � a.r-. €E'�€ g. - . . ���� u °°g-� � r,�„ `.,'" � -'°°�, '�-,�-," "� �' s a � 3 � � da ,s � . �� �� ". .:.... ��� � ��L . ' ;„ � _� ' .�° , '!b..+ - � a ..��-A ' �4rTS 4 `� `� �� � � �� ����� �� �� �'� 7 ` d2' , �§ ie � � .. [��i� ��s °� I 9��� '.t ��#. � ` �` Ni � � �sq � f r � � � t � � j� �� � � �� � � � � � . �. ��.� �� �� �a . � � � � t�� 3 `�:f� _4�ip �� �' ''� r �, ��r � , � ��.� � ��" . � �. �� ���� y.�'r.v�. , � , ��� � � . fi� k� a� .� �� _ �;. �� ek B � k§�� i � 3�. . �.. �.� � ' : � E ' ��9� � '?3�}ge O : '�l � �"'".. � �� ° '- 4t . . .'.� � '� � $°. I I', §ci� .r € � �� 'a ��ti� �io �d E � g��� � �!. � � e �p` � i �� 1��� "����e���4 � t �� ,�-�t •#_ ���� � =t = � � � ,8 � i T � �� .. �� ' p , � �� ���a��. �� � i Et .� l�a� � g '� �P'� � ,a � f � � J ,,, � , � � � a,�� °, � , �: .. G ?. � `:H��� ,��� — ���� :�� � � _ $ � �u i��pu���� . � . � ,�.�. € � � i� € � . 2�� � � P,� _�� �, a .. ._ � ..� � � � �� ,. ,. _ � : , m._„��. _ � ti., s;� €, ; ���� ����+ � � - ' �u�������y��a�r�����.��ior� t 3 �" L�tia� G.d _ � ����$������,���r�� � � .._.��--� �� ����������d��«���d��� L. �.��`:�►�� ����� �������4���:��� Gti�t ,���������t� � � �, �����t���� ,�� � �" ��' L`""' . �s�� � rrir�,y�a�, ��"` � wii���r��,�tt�����t� riir� '� � �51+��8�#�� �xt �i#�417 B'1#� ^n License*T83i Gamm,Ho. �' �1�N9t't1��l�t� ��K#Tkf+t�8�.t1�ft '' Date 7 L 3�OI Q r � � �^�^� � � �._.._.... , � ...._, ,,, :� �� ���r� � '� �, z,� ,,� f� �M �' � � � � ,�_.. � ( , _ � a E . „ ,�r� s�r r,: � , �y c�-s�' �+� � � � ' ��__ ��` ` �1 � � � , ` �- `° I � _ . i' i�.... i f ,�Y'Ta t y �..:.y.+.nrM �+*�- � .. � .` ( � �( 1 }d � �r 3 ��+3 () I��.�i. E� `��.:b£j�'3 nt i _ FE - � � A (� 'v = ai�. n^ w .., _ �� � � � +� { �4 �f � E - � � . ,� k �1`�5� . ..���.� p .� �t��. .JY.�� t, . �"... �a '�:�:���. � ��'� � , {�� r= n E�� �� 3�� �� {§ 8 ' b€ iq . . f > � at�i . °�-�� . � .. ��}�� �` . _ � i � � s � .��� � �"i� — � ��� .���, .,.,� g . .. � y:1 3�.��..e§4�� ��j �.v<:..�...a,.,. �r...r, s,m c� 'k f�3 .j m E ..._ ..-.-.- ... . . i j f4 ��'f:� 4...��,.y !.{-..,.�. s.�?�" — i,� � ��� �n t i" i � �� ���� ��¢ �� � �N � 3 � � €_ ¢9 :� �'�� rys_,3� �,,, � ,A � �r� � �� � � , - 'r� � � ��E �#,,,,a . � �, �, I � ;�, s , � ' f 4 .> . �x v : . ,� �� .. . '.�,k j� k t;. � �� � �� , ; .1 "� `� `� �.�F���. Ct �-' z _. y ' �`.. e: 4. , �f��. � (j �} � ,� e ��,,.€�f € �,. 7 � a � gy ��ga.�. r� � ���p � _� ��� � {# g�d: k.0 "� ��, t;�� � �. .. 3 , ��:�}a "�eH �' :'>. �Mi� �, . �z i i o � ,,,�:�` 3 � .e`�' �� � ,' r 3 � I � � � 6t� r � g 3,� � �' � . 3 � .. �. 4 � '- �� . =��-.- �. � � �$�� _.� � (q��,.. 3� _ . _ �t ,, ar ' € .�: ,,..' . . rt„ . .... _ w.�b � �, ... .. � . .... ' . .. ",...,sr ��.. ,. I 7 ��� � � i� �^,.. �>...' . �_ � �,� ,;i�-.i ��1�m .�%—� 4�; �� � �' `' �� I�€ CI�i1N��1tEFt FIM�PIB�Fr${�84fI�IC�E#�1 . � s��rop�r�w�a pr�r�ci by���r unUer»►y �J S� � 3SG S L��[ liQ ' � L.�.��O� d1r��t�u�s►1��on�nd tC�a�!ana a��ly L.1i�ms�d�r�i�aa�cn�l�t�st�nd+�r I�t�? Lar�on Speciaity Structures,lnc ����"� ����� ��' ��G�� � 5931 Hohe 6.ane Whltae Bear I.ake,Mlnnesai�5511U �- ° ° ''�,� • �� 651 428 5143 Fax: B$1 207 8146 ��� `�' � � � InternetenglneertngCc�comcast,net p��Q -a 3 �,4 �Icense A�7839 Comm.Ny. � � � , � � - _ � - � • �`� � �fi , � „� --�._ , 3�_ ...� ,� ._ , a a, . � , � Q ,W } � ���� � ' ��.. a���� � � ¢�'� s�3 ��i��� ,E ; K v 6� f { �" � � � � � t � [i � �& 3 M1� ! � � @ ' � � jA1 �, °t ?� i i� u€t',1"�� � �� � � � � r i � � � � Yrt6. ,1 � e �' ° � @ ,.� �� �� _� r R,. k :�� ,� {B I, P�� " 'X�{ 9 '+'t�. �� I... � *o"��—i y�_�� I �� �#� � � 6 �1€ � � _. 1 ti x ° 1 ' '� � a 3 � y` � � �'" �'�Y �� ' � '` �' �- + �x�� ���1�� a �, � �fi � �� �.� � � al �,Ek �> t } ��`� �Fi�� ,� ��� � '. � � � �� �� a� ; r .�� ,�, � '. g �� � �i' `� � w��� Ti. 9. � ��' J�cs < _ j � � ' � ,.. ` , :, � � ?t€€ � i �^—— x;� �., �� P.� �.,+.,� � g „r�L��°.' ;� � i � �"w.� ^�' '':��2` xr , ���, r p i���.r, r+""' -�--��w. '�.. � �' 3 ��"�'-L. < pkt ' � :6 ij ir(� ,,�� : i �. �.�# .fty��' � �� � . 1�. .��YIGw .-. � • � � ' "'L"`� ��.J • •€g � k'�"g ��� . € � � i 4 9 � � � ^ ��..y� � b. � \� a� # , � '�. � � � .�� 4 � �"�` ��� ' �� � �� �e ""° � �� �� � ��� � � � , �� � � -., fi� � � � � ` � � : ; � ' � -� � ������������,�����,������„ � �� . ��, -���� �3s��„� � �� � �� L ar r��att���!��a�'�d�y rs��r�►�ar rrny L� ���'���t ���,���,����r���� �������.������������ � ��� �„���I�����������. �+���pa��Y����� � ' � � ol. L�lt.� �t F�ri�taarw� : �.w � �- . � G �� � �f S�t�O i����'1.�+t�,�1. �� �`t G. ' . r� � � � s���a����� ��r� �����e�,+►� 7-2�2a��� t� � ����q��9dC�1�+�Rt��t'�•#� Dete License N 783'I Gomm.No. . _.. � �.�_„�a n a�.,��.:W.,.�.,...A,..�.. :,. �.,:.�..,��..�...� ,� �. m.,.P,.,.�.,.e� ._ ..... { � t ''��',,'�. ���� �]� � t 4= c � � � � � € � �.�..���..�. . _. `� � . Ra . � . _ 9 ., _ , � , . . a , _ � a � . . . . : �.� � �-�---- �.�.� �. � � � �-� f � , �-� � � , J � ��___��_.�.� � � . � c�. � � � y � � � .O a.. 'd UE�d � Y �Q ��N {� g � � m aa � �Q� a� � � C C7� � � O � �,aQ v°i� W U]�C!) Z Q L (n � O•� � � N /M�' � O � � � �Lp � � Q C*J .iA 0 Q V -6� �O �. C.���~ � V ��1� c >, 'x`O t~n � � °� �° (d� ��-��� c 3 n � m � `�c+� .� a�t ° � � �°iv-o � � � y -o nQ� 3 c,_ o -8 , � ��o N x m o c 3 � CO � � �, ao E a y c r i�� o a`�i m N �� y � N� a 3 � �� E �� � x 3 v � � � c • v � o-a n � a� o o ��cn—rn @ 1 -a �n u�i c i*� m ° �cn E o c�a` CO ' "a�o o•E m � c�o �J = c� ��c� m ac`tv i N � � � �� E �° � i � y--�" � ? $ ' ; c0 w ; J a � � �. _° __� - � t . . � .. ., . . .� . _ . . . � �.0 ..�; �- > . � _ , � ��� � r � x . ,� . .�. . ' < . �. . _ � ��9 � ,�,a�n . � , m,�. +�4 .� n � . . . � �w 9 � � tp,� f�.� �� u� ��� �,�' � . :� . . ,, . . . p».� y . � � , . �'. . � �" 5{. �C � ��. , , . . �- �,� �w_.< na. �;. ����- �4 ._.4 t , � . _ . � _ °,~ � , . . � . . . e , . = e � , . �° - �- , . '` � II�M �tuod �� I hereby eertiFV that this plan,speaficalion,or repart was prepared _ LL La rso n bv me or und�r mv direet supervision and that I am a dulv Licensed< � 6► � (�� ���d�?,10 Professional Enpineer under the laws ol!he State oi Min�esop. Larson speaalry Structures Inc Prim Name: 1� .Larson �'��T'�• 5931 Hobe Lane �(({ � ��s• �� White Bear Lake,MN 55110 Signawre: ; 651 429ti5143 Fax:651 429-6761 +� � www.mildredl@comcast.net Date: ,/�Z�-'� license # 7831 ����• - * • s .�-_.... .. ��. �� � N N � � . . . .. . � C � �.. � � � � � �� uZl�f�9 � d , � i � � C ; �`p �ir I e � i ��9�P9� � p �tl .. ; � ... . ~ � N '�� Q i � ; � o i � � �� •C ul �m � ryj.��� �.i�i O� ��(� CA. 'O N (n� . _. ,_ Y� . C SC Q O D �O «`'-� � M �� � c y io 3 ��t g°�� �a o m 5, � � a � m ino I a ci° � °� °D° ;� i ��.[41 m i- c: � �s °' � p o �� E - � a� a r m t �v � o °� �J o ih _ cu�.1a- � 3 o °y' m c'�i� �•� -o a io Id c0 J t E ia o .o � � .� � ro a _ m cc o0 0 @J �n. o�' _ . � _o Q �= 3 -a (�j .c g ,n ° � `.� 3 °� m E 1- �''� �a N S�', m � a N c � � � � c°� ,°-�� (dj �n3 c a � c�o �°�.Ea.° � � c 2 Q° •ro p. � �° � i� o ti�V1 ro o� oo° .-Y �iha� �,ln ��. N� p � � ., c�D v �= 0..N �1 f� c� c� � T � • ppx � � � ,i! x . . � � � � •� � �. �' . �� ':'r � � �. �' t e � � ..�*° °� . �e t r 9 � a.,w°i - v ,�� t a.� r .� . -s s . ���: � � �' '� � � �'�� � �. �� ff��6-�0� „� � _ . , . . � .. , , . . � � } ° � �i � ' -° �' � �., . . �, � E E . . . . . .. � ,_ � � , �, > . .� . . F �. . ,� .., �, ��� `-�� ., � ,��. tt� �`'° �` � � � �� .. . . .� . •� =.� qE . �v. �.. .. s . , r- . n �..�: � �� �� �€ � � ��� � ����. 3. . . . '� � .. p� . . ».,.,#.,,,.h—._'i_'_'_` � u��d aag � m� � � � �..a.����� � _�� �n� .�_ I herebVi ceNfy thet Ihis olan.soecilication,or reooR was ae�ared /� � At� y �� �L� Larso n bV me or under my direct sUpermsmn and fhat I am a duly Licensed �iO� _�� . �#+*���`�� i professional Engineer under ttie laws olihe Stale af Mlnnesota. � ' � � Larson SpeGalty Structures Inc p,;nt tvame. VJ� C.Larson � ', 5931 Wobe Lane ..... . � �. :�: � White 8ear Lake,MN 55170 sienacuEe: � �C�'E��r��Q�±`�� � 651429-5143 Fax:651 429-676i � www,mildredi@comcast.nei oase:�' '�»,�p License # 7831 �comm.No.gG�',�� �k � � — _�,.-; .� � , , . r , , � � �� . , � , � , '� '� . � � � v ' o � � � �� � y � ; � � _ _ � . � �� 3 � v �"� � � 0. � �p �� � -° � ` � � � _.�. .�� �,..... x � � �� �� � � � - � � � � � � o r. � v - � � � � , ti � � � ++�.�e'� " �w. i�,����y�:s�r� ta� �SG� �3SGS l.aEll,dt+ruu G ��L �r��r�prs b3i�or und�r� L Larson �'� `��'���► � � ��, �, �G�t..J � i,anan 6p�alalty 9twatura��lnc ' ass, �+oa.u�. . SLN�I��g(L�s w�•+.c'� Whlt�9sar Lake.Mlnn�sota SBt to 861 A�9 6148 Fax: 881�OT 9i48 � .' � Inarn�bn�ira�rtnq�oomcast.nM wh?•23•�o(�uo�nR.x�a9� comm.No. l�J' � � � � o � � o rl O O l� N rl O O I . , , I U � � � � � o � H II rl �� \ N p .. ,. � „ N = N �" U N N d� \ �I 11 •ri N 0� \ ul ,Sa r-I U j.2� �• �n � � aw �a �n rn cv co � � p, w a �� o u �n q v w �� ro �a rn # ,. a v ww � •�, � # r� � � S� U N � 0 U � � � � N N 3 �n A A A 0 A # w w w w w N N Ul Ul Ul Q f� � Pa Q � o 0 0 0 0 '� � o 0 0 0 0 � N � O ttl O Lf1 O m cv h �, � � a � m N � „s,s� ,.e,o� ..e.v p �• ., . ., . ,, , �� a a �� � v �d a� �d — _... _ w w x � ro � ro � _ _ _ ,_ _ .. _ . _ __ _ _ _ _ _ I� �� x N v �� v �� v _° � � aQaQ 33 �� �� ��;LL= �n Q a � 33 �� � W � U U U U � 33 �� HH �l W C7 N N 0.1 0.1 .1.1 �C p m 0 - u1 A Q H 33 �� HH 33 �� HH 44 � HH , �' . - , - 04 �� HH _ �� HH °� �� 2i342iIJ�002! c; _ � - � � �� �� r; ��• li J= . y ^ : : ... ........ ................ .............. ........ ' .... � �� I, . � btlV a U 88 � O , 88 ii' (V . m � 88 I''; � ......... ............ ._.........._ li. � � _._.._ _._._..............._._.__ ._ ......... .._..._.._ _ . o . � .�b.b£ r' � � � � : ....._.__._..._.............. Et/ � .z.9 - _ w 6� , ., , � . v �� � - w �� � H Ul �� � A 0 �� � a � L3 C� /yl Fj C� W f-I � 63 ' �-j � btl ; -� H �J _ � 63 O W E8 3 � � � _ Z8 LO ' _ � �-�{ H 68 r,, � 8 W W �j V 8 � � V a � -- W U � N � m a u� w m . _ _ __ e __ _ _ _ _ o � � tl T „ , � �" � � .� � �, � � � ,� �' '�' M �,,: � �4 SP � � u � � � � � fi � � � � � 1l'M C 1'�" � G `4'� � .� SQ � �: N � Oi t�il � � ; � � � o . o l� t11 � N r� r� I lp • • U N � w � � N a rl H \ II O •• . � rl N �• •� �1 •• pl cv = � C U m m d� rn S� � •� N ro � cv A � U p., �� �n � � a a m �n rn N � � � a w 0� �• U U Ul q U • W • rt rt bl # ,, a a� w w • �� � � r� ,� s� s� u m � 0 U r� � � � N E-� � m q q q O A � „o,s� „o�,5 _. _.. _ _.........Z ....._..... G� w �u w �u w w , W _ � N N U] N N - _ ,� a a a a a 64 ('; o N � O O O O O � O O O O O r �r �r �r �r �r � N U1 � � � � � � N � IIl I� O O N R�i \ U1 (`1 r-I lfl �n H � o . a •� � v ro a� �d w w � rt � �a a H �� v �� � 9� �C a A a ca �1 A � L/� � �C � �q H H � � � 0 � Q Q H n H Z Q W Q � � � • _ _ �l N i . �7 W - x � a wu . Nr� � � � H N - � a U ^ � a �c � � � � � w Y ��,ln � M M M M � M N N � � � : �.l �.1 H U U U U U U U U U U m m : W W wx � � hw � oa = � . - � � �n z � � � � � � � aw � � u x � �a w � rn Z x �o r� 0 U � W � � � , zn - - � � * n -.... _ _ _.. n a ti: 'L J L J L L J L J L �: ��� - '_. _ _ �d € .�p k° '� � „B,E� a T d � „ , ,� � �`` �i ;a � _ � t� � � � � a a �r � � � � � � � " � � w a � � 9 3 � � LOT SURVEY CHECKLIST FOR RESIDENTIAL � � BUILDING PERMIT APPLICATION ,. � � ) PROPERTY LEGAL: ,� � � � \`l��U�'-� �� ��-��L�'I�fr�_._._�1 a� DATE QF SURVEY: �7��.� LATEST REVISION: � � c c� � U O z Q DOCUMENT STANDARDS �' ❑ ❑ • Registered Land Surveyor signature and company � p ❑ • Building Permit Applicant �,3- ❑ ❑ • Legal description �r- ❑ ❑ • Address � ❑ ❑ • North arrow and scale �' ❑ ❑ • House type(rambler,walkout, split w/o, split entry, lookout, etc.) �j p ❑ • Directional drainage arrows with slope/gradient% � �j ❑ ❑ • Propased/existing sewer and water services&invert elevation � �' ❑ 0 • Street name �7' 0 ❑ • Driveway(grade&width-in R/W and back of curb, 22' max.) � � 0 • Lot Square Footage �( ❑ ❑ • Lot Coverage ELEVATIONS Existin4 � ❑ p • Property corners ,� ❑ p • Top of curb at the driveway and property line extensions �' � 0 • Elevations of any existing adjacent homes �r' ❑ ❑ • Adequate footing depth of sfructures due fo adjacent utility trenches � �" 0 • Waterways (pond, stream, etc.) Proposed , �r ❑ ❑ • Garage floor � 0 � • Basement floor ❑ ❑ • Lowest ex osed elevation (walkouUwindow) P � ❑ ❑ • Property corners . d ion B` 0 ❑ Front and rear of home at the foun at PONDING AREA(if applicable) ❑ �7( ❑ • Easement line � �j ❑ • NWL ❑ �f ❑ • HWL ❑ �1� ❑ • Pond#designation ❑ �J 0 • Emergency Overflow Elevation 0 ,,0" 0 • Pond/Wetland buffer delineation Y �� • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS �° ❑ p • Lot lines/Bearings&dimensions �' ❑ 0 • Right-of-way and street width (to back of curb) ,j� � ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ,�" ❑ ❑ • Show ail easements of record and any City utilities within those easements .H�0 ❑ • Sefbacks of proposed structure and sid ard setback of adjacent existing structures ,�" 0 ❑ • Retaining wall requiremenfs: Reviewed By: L Date �/%��/;� G:/FORMS/Building PermitApplicafion Rev.11-26-04 - �► � � Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN ss2.a Denotes Existing Elevation 7�7 Job # B1601.10-130 Book/Page: -/- 981.5 Denotes Proposed Elevation 1V Scale: 1"=20' Date: 07/�1/14 "'� Denotes Surface Drainage HOUSE TYPE: TOWNHOUSE FULL BASEMENT o Denotes 1/2" iron pipe set PROPOSED HOUSE ELEVATIONS: • Denotes 1/2" iron pipe found. Q GARAGE FLOOR ELEVATION = 888.5 TOP OF FOUNDATION ELEV = 888.8 �;� ���r}���,���rq ���*�,�� LOWEST FLOOR ELEVATION = 880.1 t1P i�ii�.�ii��"K� �+���1�3� I ♦ � i♦ � i i r♦ � i r- i. � i r� n r♦ r♦ � -i- � � .. � � �IlpPyE���' ,l^\ I I`/ ,/^\, K` I ' I h f I` I 1-- / 1\I I I ,/ \ 1 I 1 1 I 1 I 1`; 1\I ���rl - 1 L�.:� - �- �♦ � i L� L= -L� � V l/- - \ L/ L/��' �Y _ � � TEXISTING STONE wa�� N89°53'33"E 76.00 ���' o e9� 8g6.1 � 0°'� 89s 6 I� R 5 38.00 ��o `°�� 38.00�� ���oQ a 92 � � a ° � 88 � ���� o ~ $� ° ��92 s� � �o ,j i`� e8 � 887.6 �-----, \� o68f-----� I I Q� � I � �0�� �L 88iP1 DECK �I 6� O88 8�° �� 888K2 I��� s a ��`� 5_o\s� l 888.2 �� �$ �o� ,i 2.o0 0 ,�� �S� � � r �SS�o� 0 i?. o � � � � I 2.33 0 � �� ��` � 0 12.33 ��, � ;� �� �, c� 13.67 13.67 N °'A O ' � R�' O r O � p P � / o° ; �'��`��� #3565 °o #3563 �,��`��'�' °o - L J � - n a.a - a.o � � Lot Areo: 3800 S.F. Lot Area: 3800 S.F.v? ! °,.�° Coveroge: 1387 S.F. Coveroge: 1387 S.F. °,.�° � / :A � o PROPOSED � BUILDING � o � / _ � - ., N � 8 � 7 q � '� � N N C� � � O / ; O ' S.83 p 5.83 � o �; ���� � STAi.` ° � 886R 8�6 0 .. z � 888. ��1ETE1� �NT�tQ 888.2 Z / 88�8 � ,� 8 i o GARAGE GARAGE o ,, ,� 'fr 8 � / C, �, ; 6 � F' �� ToBSO x a8� 888.5 a86 888.5 ��y�� ', e$��`e O�G (�����\\'Z'��` ��A/A .` 17.83_ �A 2�.�7 A 2�.�7 _�7. .3 ��e 887.9_ �l . ' `C/�V� .: �P 88 9 s I '`�,, � o �. 888.2 0 888.2 0 �� ' A. � � __:A � � '�6 , 8�6 P� � 38. 0 � 3 .00 � �i' �j = � O o N89°53'3 " 76.00 886.9� ` ' ` '"� >- r � - - - - � STEEL POST � � � o ��� � PRD SAN. � � � o O� SERV. 876.5 � � �,� � cs � � ST EL POST �,� P D SAN. � SE V. 876.5 $$s.3 ��°` ,,e cs �� �$g . � ����.-:�� $$�9 I I I I I I � �g {� ' 83. L EMIEUX ClR L E�$a� � � _ �_� _ � SAN MH _ ��`� L:1� Liw�lai�MV U.LeYr, ^ �$�� \ Lots 7 and 8, Block 1, PEARLMONT HEIGHTS, Dakota County, MN , I hereby certify that this survey, plan> or report was prepared by me or under �� my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Oliver Surveying & Engineering, Inc. �. Oliver Su�veying & Engineering, Inc. By: L nn P, Caswell, I,S Land Surveyirzg•Civil Engineering•Land Planning Liee e No. 13057 580DodgeAve. ElkRiver, MN 55330• 763.441.2072 •fac. 763.441.5665 Date: 07/02/2014 ti✓�✓�✓•oliver-se.com Rev: 07/07/2014 (Egress Windows) s � Use BLUE or BLACK Ink r-----------------I I For Office Use Permit#: .yT� /�-7 City of Eap I Permit Fee: I 3830 Pilot Knob Road �� I Eagan MN 55122 Date Received:� Phone: 651 ( )675-5675 Fax: (651)675-5694 I Staff: I MAR 1 42015 !--------------- 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3�i l i(r, Site Address: LE''`��V' C Unit#: Name: r4)&f CL44,?*, 0(iU i5T-?-c;cr7 c),.t 4 Dles(G.J Phone: q52-947-303e �tlen Address/City/Zip: '75C� 4t.f- *7 P) 7-. I �tnC A , ('t►.j 5 39 Applicant is: < Owner ?0 Contractor WE iiY Description of work: F:71 t.1 t f5t4 Multi-Family Construction Cost: f Yes /No � Y Buildin 9� (Yes ) Company: 9dll ��-�/� ��St�1C7z3�t t 7� �,�ontact: Hf 31 P, 7AT1/e— Address: 78'�`T. City: 6bf&tA_ State: Zip: 5 Phone:952 9�F7-email: h t G e ranch k-• �'Y7 a ,i�r i� License#: Lead Certificate#: aa �,�, '�aia it If the project is exempt from lead certification, please explain why: 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: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: TE tt>gcrytlf l 001, - _ - 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.clopherstateonecall.org 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 S e iI Code must be completed within 180 days of permit issuance. x /� x Applicant's Printed Name Ap ' an s ignature Page 1 of 3 - - 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(Screen/Gazebo/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 Occupancy C-/ MCES System Plan Review Code Edition O/~ SAC Units (25% 100%-A6 Zoning City Water Census Code Stories — Booster Pump #of Units / Square Feet PRV #of Buildings �� Length Fire Suppression Required 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 Lath _Stone Lath Brick Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan — - Other: Reviewed By: , Building Inspector RESIDENTIAL FEE 07,0 76; Base Fee .t 3 - Surcharge Plan Review O� MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 For 0 t Permit #; 175c05:g &' Permit Fee: Date Received; Staff. 2016 RESIDENTIAL PLUMBING PERMIT APPLICATION 6/23/16 3563 Lemieux Circle Date: Site Addre Tenant: Siete #: 947-3000 Phone: Address / City / Zip; Name: Eiander Mechanical ono. Addres 6 3479 952-445-4692 State: Zip: ne: Contact: Pho Email: V New Replacement Repair Lower Level finish scription of work: RESIDENTIAL Water Heater wn Irrigation ( RPZ l PVB) Septic. System New Abandonn i Space Work iii R.O.W. RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, ctr Water Heater and Soft fter' (includes State Surcharge; $60.66 Lawn Irrigation (includes State S 560.00 Add Plumbing Fixtures. Se± io S tern A. rt .rtrrte t, Water Turnaround* (includes State Surcf arge `Water Turnaround (add 528000 if a 3/4" meter is required) ! $115.00 Septic System New (includes. County fee and State Surcharge) Water Softener Add Plumbing Fixtures Water Turnaround TOTAL FEES $� ORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. d to dig to receive locates of underground utilities. w,vr�,cti�ptterstateonecall.or I hereby acnno ledge 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 wo accordance with the approved- plan in the case of work which requires a review and'approv f pI Todd Wedin x Ap flcant's Printed Name x Applicant C!ty afhp Address: 3563 Lemieux Cir Permit #: 126450 The following items were / were not completed at the Final Inspection on: (3 / S 1/ 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 Damage t✓` Porch Lower Level Finish 1✓� Deck Fireplace • 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. • Cali the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: 0 VA I)1< ( y ft- G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA145474 Date Issued:09/11/2017 Permit Category:ePermit Site Address: 3563 Lemieux Cir Lot:7 Block: 01 Addition: Pearlmont Heights PID:10-56950-01-070 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 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 - Jennifer A Bruno 3563 Lemieux Cir Eagan MN 55122 Dakota Water Treatment 17484 Goodland Path Lakeville MN 55044 (952) 953-4643 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA162577 Date Issued:07/20/2020 Permit Category:ePermit Site Address: 3563 Lemieux Cir Lot:7 Block: 01 Addition: Pearlmont Heights PID:10-56950-01-070 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 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 - Sph Property One Llc 1301 - 2nd Ave Fl 31 Seattle WA 98101 Tony's Appliance 2090 County Road 42 West Burnsville MN 55337 (952) 435-2442 Applicant/Permitee: Signature Issued By: Signature