3563 Lemieux Cir �
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� . 1 a�(}��� �;��• ___ Use BLUE or BLACK Ink
� � For Office Use �
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U�� ���� �� ���' � f I Permit#: l,����(J I �
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�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
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c��� ._ ►� �53 !------=------=-=�
2014 RESIDENTIAL BUILDING PERMIT APPLICATION �,�,v��'
Date:�.���"': SiYe Address:: Unit#: ����
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� �` ` Name:��� "����, Phone.� 2.�•'1
� Resr.dent/ �� �1 .e��... � ��
� _p�wne Address/City/Zip:'�� w �ST�{ ST �rvll�.��.; �"li..�� ! .__-_�,�
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��'�; � Applicant is: Owner Confractor '
�. ��. t>
7k� ' � Description ofwork: ��,��,..,� GCr{..�5'f'Lt.,�,��� � ;
�Typ�e�of ork � ��- ,
� � Gonstruction Gost: Multi-Family Building:(Yes�1 No_) �
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a„z
� ,��„��: Company:�j�M� ��Z���'!_Confact: � '
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� Address: ' Ciiy:
Co:n rac.�or j
���� ,� � � State: Zip: Phone: ;
�����w�F� �� � �
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`�;���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�.:����,�,�"'�..�;: '
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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
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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 ,
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M CES SAC ���� ��s ,-� ,,--��,� ,,�
. ����� � �� � �' � <<�
c�ty sac . . �`���;� - .,� ° � � , `� �' �` � ��
Utility Connection Charge , i
S&W Permit&Surchar e �. � °';� �� � �y �"���t'"�.�" ��' ��� � �� � '
J �,,��?t_�`�`#3.. / � ;
Treatment Plant . � � '
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Copies � �'�'� �� �/ �� �� . �� �
(' �- �
TOTAL . C7-1--�?S� .j � �
: � � �j�� Page 2 of 3 '
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• ' 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)
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a, � Active(Yl�ilh fun and manome#et ar
H ,a � other system'monitoring device)
cC U � b � GJ
a �
� U
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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
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Ditfley 3563 Lemieux Circle
HVAC Load Calculations
for
Ron Ciark
� �
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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.
,.
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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
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.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;
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;�utii"s.+rilie,MN„5533 `
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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 ,� �
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� �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: �
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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�� � �
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�,+':,,. 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 �
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A,..., .,,S` �1..,�,,r.�^. .f+.�! � �>c,&r,�^^z t�<,.a'��('r+���, � , � �:` _ . ;��,�,yL.���„ ;�.,.� ���. ''��' aaf�'',';�.�c i*s.�.`„ �
;�
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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
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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
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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}�.,
.
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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
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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
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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
,
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\tSBS2011\RedirectedFoiders ...\Ron Ciark Denmark 3567 Lemieux Cir.rhv Tuesday, July 29,2014, 11:40 AM
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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.
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� , ,_..,;.�. � .._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
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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
, .�
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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
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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
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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
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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
, ,
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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
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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
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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
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� LOT SURVEY CHECKLIST FOR RESIDENTIAL
� �
BUILDING PERMIT APPLICATION
,. � � )
PROPERTY LEGAL: ,� � � � \`l��U�'-� �� ��-��L�'I�fr�_._._�1 a�
DATE QF SURVEY: �7��.�
LATEST REVISION:
�
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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
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� Lot Areo: 3800 S.F. Lot Area: 3800 S.F.v?
! °,.�° Coveroge: 1387 S.F. Coveroge: 1387 S.F. °,.�° � /
:A � o PROPOSED � BUILDING � o � / _
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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