1305 Shadow Creek Curve ' � , j
` � Use BLUE or BLACK Ink
�� � ���t���s i �
�----------------;
� � � For Office Use ��
I k(''
' (� j Permit#: � �� �,��ry ^ �f�s�
� � /
1� � U. �� � � e�� jet � Permit Fee: � �, j ~ �iG!
3830 Pilot Knob Road �� �--� -��� � ! •��`i � -�, -� I� f
a
Eagan MN 55122 �� j��E� � � �l��� � j Date Received: ' � J �� j��.���'`�
Phone:(651)675-5675 �?� f��"� "�� ��� � �f� I ,/�.� �
Fax:(651)675-5694 �'„� ��G��� � , /��� I St�'ff. r' i
j�Y`% � �� � ______�
�� i0
�-----------
2014 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: � � � Site Address: �3�� ��''�'��la� ��/� ���� Unit#:
� .
' Name: P� l�T'-�'�� Phone:
�@Sli��tl'�
`� ���+� : Address/City/Zip:
���
+ Applicant is: Owner �Contraator � .r.1
Description of work: /{�L�� �%./7���'t� s/c�l"C�G-� -�f�'!�/C.��
��"�f�tt�'1�`�,�, . .
� `Construction Cosfi C� � Muiti-Family Building:(Yes /No_)
Company: �/� l�I�"77l!1� Contact: !��DG�i�� fT/�t�"��l�
�" Address: ���i C� /�)E°1'1��'!C�[�C �t�r � _City: ���i.�'9��'�
����������� , �
, -: State:�Zip: ��� �� Phone: ����'��5 '—" 7O��
��` License#: ��G'.��.�� Lead Certiflcate#:
� �
If the project is exempt from lead certification, please explain why: (see Page;3 for additional information)
��`?� �,���:� �Tlc�:�
COMPLETE THIS AREA ONLY IF CONSTRUCTINI3 A NEW BUILDING
In the last 12 months,has the City of Eagan issued a permit for a similar plan ba:sed on a master pl�n�,$ ��A�,� �,�� �
�^ hl
�Yes _No If yes,date and address of master plan: 7 �' �
Licensed Plumber: ����� _Phone: 7�0 '� ��7� " �� �
Mechanical Contractor: �/�"6�� Phone: !� �� � �� � �' Z� �
� + Sewer�Water Contractor: G�-i� C� 'j Phpne: �� �'��� °` ��� �
#����Pla�+��r�d:��pperrrt���r�(r�ur�er�ts � i�a������t+�nsd t���t�+��ri�'�r�t�� f�vr��s vf ;
�e�r�fc�r►r���r�may b�c���..�,s�, .. +��ic�'�u,I��"��rid����c r���:����f��r��+����ti�e�r�
: ' ct�n��lu�t#�a�#�� ',ar�tra�t��e�;re�t�..:.:;��`�.. ..;:.. .F��,� :
� �:
CALL BEFORE YOU DIG. Call Gopher State One�aU at(651)454-0002 for protection aqainst underground utility damage. CaII 48 hours
before you intend to dig to receive locates of underground utilities. www.aoqherstateonecall.orq
I hereby ac�Cnowledge that this information is complete arld accurate;that,the work will be in cont`ormance with the ordinances and codes of the City of
Eagan; that 1 understand this is not a permit, buf 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�lan in the case of work which requires a review and approval of plans.
� , , k., � .. , ..
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
` days of permit issuance.
X d ���- L.�E X _^
Applicant's Printed Name ApplicanYs i ature
Page 1 of 3
J�� �����iC./� ��-�- h ���4�t�C� i �
� �, .
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 3�( GIAd x Occupancy G��- MCES System
Plan Revi Code Edition A�? SAC Units /
(25% 100%_) Zoning �r� City Water y/ts
Census Code /� / Stories �_ Booster Pump _ �/!�
#of Units � Square Feet � PRV _�
#of Buildings / Length �� Fire Sprinklers _�_
Type of Construction �� Width ��
. REQUIRED INSPECTIONS
� Footings(New Building) Meter Size:
Footings (Deck) � Final/C.O. Required
Footings (Addition) Final/No C.O. Required
� Foundation HVAC_Gas Service Test Gas Line Air Test
� Roof:�Ice&Water �Final Pool:_Footings Air/Gas Tests _Final
� Framing Drain Tile
Fireplace:�Rough In �Air Test �Final Siding:_Stucco Lath Stone L h _Brick
Insulation Windows
Sheathing- ` Retaining Wall:_Footings_Backfill_Final
Sheetrack � Radon Control
Fire Walls � Erosion Control
� Braced Walls Other:
Reviewed By: , Building Inspector
RESIDENTIAL FEE � o�
vy/�-w ti� �h�V o 1�' � �G�° �3 �Go�---'
Base Fee O � I = j�y0 � ,� 9� � / 3 � C�Od �"
Surcharge ry. 9� � I 4 ' /$,� �
Plan Review �i �,5.--- �,�,_, f570f� 4
MCES SAC �
c�ty sac g,�,l,��� 7�k �Q ��i �q 1 SG --`
Utility Connection Charge
S&W Permit&Surcharge r/NW'� Pa�6N //O ,�Q �JD� �s � ��
Treatment Plant �O .j0� ��
Copies
TOTAL
Page 2 of 3
���� -��
New Construction Energy Code Compliance Certificate
Per N I 101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certitica[e Posted
the building. The certificate shall be completed by the builder and shall list in£ormaUon and values of
componenu listed in Table N1101.8. P��IC@ yOlJl'
Mailing Address of the Dwelling or Dwelling Unit
1305 Shadow Creek Cnr Ea an �ogo here
Name of Residentlal Contractor MN License Number
DRHorton
Commuuity � � Pbn ID
Hillcrest
HERMAL ENVELOPE RADON SYSTEM
Type:Check All That Apply X Passive(No Fan)
o �
� � �, Active�With fc�n,urrd m�rr+�m�ter vr
F" � ,� �r#��r�ystem m4�itvring c��vice�
`° � a � a°. :3
�
^. �
� Q f� � � U � b
ra ,�,
> o z° � � ° a., w � y
Insulation Location � •,. � =° =° v O �e W
o � o � � o o � � �
F-� � Z w w w w � a r� Other Please Describe Here
Bel�uw�ntire Slab
Foundation Wall f2-5 X exterior
Perimeter pf Slab an Grad�
Rim Joist(Foundation) R-�2 X interior
Rim doist�1"�I�orf) ', :R-12 � �ter'wr
wau R-19 X
Cei�in ,tlac 'R-44 X
ceu;ng,�au�tea R-44 X
B�y Win�x��nr tantilev�red areas �-�� ' }(
Bonus room over garage R-32 X X
��se�ilae other;L+�suTa#+�ar� '
Windows 8 Doors Heofing or Coolin�g Ducfs Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space
Solaz Heat Gain Coefficient(SHGC): 0.28 -8 R-value
MECHANICAL SYSTEMS � Make-up Air Se[ect a Type
Applianees Heating System Domestic Water Heater Cooling Systexn Not required per mech.code
�ue1 T t�IAT GAS ' 'IkIAT�AS R-��OA Passive
Manut'acturer CARRIER AOSmith CARRIER Powered
Interlocked with exhaust device.
Mttdei 'rJ��.��',��$� E'i.��/�r3� ��'���}�t�}���? Describe:
Input in 80000 Capacity in 50 Output in 3 Other,describe:
Rating or Size BTUS: Gallons: Tons:
��t��' 71,925 Heat 22;371' Location o€duct or system:
Structure's Caleulated Ga�n:
AFUE or 92 SEER: 13
HSPF%
Calculated 30351
Efficienc coolin load: Cfin's
� "round duct OR
Mechanical Ventilation System "metal duct
Panasonic FV08VKM 80 cfin&FV08VKML 80 cfin(with lite)WhisperGREEN fans set at 50 cfin continuous.Fans �ombusfion Air Select a Type
mp up to 80 chn Upon motion sensing for 30 minutes.JNJ gets Pansonic FV08VSL2 80 cfm fan/light Not required per mech.code
Select Type Passive
Heat Recover Ventilator(HRV) Capacity in cfins: Low: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfins: I.ow: High: Location of duct or system:
Continuous exhausting fan(s)rated capacity in cfins: Pan.FV08VKNi3 80 cfin&FV08VKML 80 cfin fumaee room I!
L.ocation of fan(s),describe: Master bath&Full bath respectively Cfin'S I
Capacity continuous ventilation rate in efins: 100 "round duct OR
Total ventilation(intermittent+continuous)rate in cfins: 240 "metal duct
1305 Shadow Creek Crv
HVAC Load Calculations
for
DRHorton
Lakeville, MN
Prepared By:
Todd Boyum
Sabre Piumbing&Heating
15535 Medina Rd
Plymouth, MN 55447
763-473-2267
Friday,January 09,2015
Rhvac is an ACCA approved Manuai J and Manual D computer program.
Calculations are performed per ACCA Manuaf J 8th Edition,Version 2, and AC�CA Manual D.
I
�h+����R�St�t�t�aC&�.��ttt Cor����i�1 HYA� � ��tt� � �i 8r�,lr�.
;S�br�����I�&!#���n� � � � ' `.. � �'���� 1� �:t��� �
�?I r�c5tzth At:.. '�^ :" ' • , ' .�,:��' ,,;: � � -
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P�C�f�C�" R��JOI�'
u�'}.,s:�: �,..._. ,', ✓,^r� �r��Fr',...,, �::: F�� ���a t�:.�::,
Project Title: 1305 Shadow Creek Crv I
Designed By: Todd Boyum
Project Date: 1-9-15
Client Name: DRHorton
Client City: Lakeville, MN
Company Name: Sabre Plumbing&Heating
Company Representative: Todd Boyum
Company Address: 15535 Medina Rd
Company City: Plymouth, MN 55447
Company Phone: 763-473-2267
Company Fax: 763-473-8565
,: £ � � .,$� �.;;'��..� y -���,� f � Zj � �;;i �H� � ,
.`C��, ,�� �. � ...�:•. ✓,
Reference City: Minneapolis, Minnesota
Building Orientation: Front door faces South
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb et Bulb Rel.Hum Rel.Hum Drr Bulb pifference
Winter: -15 f -12.38 n/a n/a 70 n/a
Summer: 88 ✓ 73 50% 50% 72 42
;_• a:.: � ; ,� �; \��. � `' g �` �;
�r�, � y- � � �
F e. ..,� „ � ,�
.. . ; �.... ..�,.,,,. ,...... ,o u. , ,
Total Building Supply CFM: 968 CFM Per Square ft.: 0.221
Square ft.of Room Area: 4,388 Square ft. Per Ton: 1,735
Volume(ft3)of Cond. Space: 37,983
, , - �_ ..., �, � � �
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, .. ,:,� ,F ;"
kr ,,, . ,.,. �.� � �.;;� ��,
,.
Total Heating Required Including Ventilation Air: 71,925 tuh 71.925 MBH
Total Sensible Gain: 2 , Btuh 74 %
Total Latent Gain: �Btuh 26 %
Total Cooling Required Including Ventilation Air: 30,351 Btuh 2.53 Tons(Based On Sensible+ Latent)
,; ; . ,
;;,,, ��:: „.ii �v ��� '� ,,,/,\\.,5,�. 3 '� `:,.;� �,.,:^�,... .., .�'�.. \•.\�� :,,. Y�'.:Y•,i��'., �/„� �� �.!�� �'l,.F �
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. . �..�... . .: . � . . ,_.
�. , ... �: .,. ..,,,,. ...��3 " ,. , �,
::. . , ...,:, c„ �
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 to select a unit that meets both sensible and latent loads according to the rnanufacturer's performance data at
your design conditions.
C:\...\DRH 5336- 1305 Shadow Crk Crv(SOUTH).rh9 Friday,January 09,2015, 2:32 PM
�: �fi� �e�s��i+e �tii���mer�►a1 '` ds ��� �lits +����eve1 �►i+�.;
fi F�ii�t��� ng; ��,� � �� � 9��t�td�r���;�
> �. .� . �
- „ �uth , :.. 7.
: � .:.,..... . ;. .....t., ... . ... '. ... �,,,
Load Preview R�prart
' ` 2� ! Sys, Sys Sys
Net� ft. � Sen: Lat Net Sen; � � Duct
Scope � Ton� /Ton� Area; Gain; Gain Gain Loss: Htg' CIgE Act` Size
! � ; ; CFM; CFM° CFM;
�.�_.,___._. �.� �__...._.,w � _.______:__.._____(_.,�_;�
Buddmg��.._��_,____ _._ 2.53 1,735` 4,388' 22,371 7,980 30,351 I 71,925 841 968' 968'
Svstem 1 2.53 1,735' 4,388 22,371 ' 7,980 3Q351 71.925 841 '968 968 12x15
Ventilation - 1,708' 2,748 4,456 9,072
Duct Latent . 653 653',
Zone1 . ' 4,388' 20,663 4,550' 25,243' 62,853 841 r96$ 968 12x15
1-Basement _ . ' 1,440 2,243 380 ... 2,623 19,455 260 105 105 1-6
2-Main floor . ' 1,440' 12,257 3,571 15,828 23,208' 311 574 574 6--6
3-2nd floor ' 1,508 6,163' 629 6,792 20,190 270 289 289 3--6
C:\...\DRH 5336- 1305 Shadow Crk Crv(SOUTH).rh9 Friday,January 09,2015,2:32 PM
Rhvac.y��,���si�l�t�Q�y�i�y&yy*L��ght Carnm��e�t�� � � �� ' ,�� �� f����'�� �� � ���-� ���re�� ���pIn� '.
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5�r�tem � Su�mary Laads
F � � e /.�" �- �t ?, �g � ` ri � sr�-���. �:z.. �p� '�
��.�.� `:� *`��a� ; � � :.r ,.:Z � \�,. „�j�/ .�/�u,��, � ,
? � . �^ r% ���' �/ � z\ �;� �i�i _ c� � � :
��� �,� �� x � ,��;,��. �,;P � �ti ��rt "���\ �,�i� � �r�:
DRH LowEE 3328: Glazing-DRH Windows, u-val�u„�0.33. 87 2,441 0 921 921
C 0.2
DRH LowEE 2929: Glazing-DRH Windows, u-val�,,,,ue! 0.29� 80 1,972 0 810 810
SH�DRH Low E 2924:Glazing-DRH Windows, u-value 0.29, 12 296 0 110 110
HGC 0.24 -�`"
DRH Low 28: Glazing-DRH Windows, u-value 0.32, 195.5 5,318 0 3,557 3,557
GC 0.28 '�""""'
11 K: Door-Me al-Fiberglass Core With Storm 20 527 0 167 167
11 J: Door-Metat-Fibe�Core 17.8 907 0 288 288
12E-Osw:Wall-Frame R-19 insulation in 2 x 6 stud 3213.7 18,576 0 4,020 4,020
cavity, no board in ion, ' ing finish,wood studs
.1560-5sf-4:Wall-Basement, , -5 oard exterior 96 734 0 0 0
insulation to footing,no inter finish,4'floor depth ;
.15B0-5sf-8:Wall-Basement, , -5 oard exterior 880 5,386 0 0 0 I
insulation to footing, no interi r finish, 8'floor �,
RJ-12.2:Wall-Frame, Custom, Rim Joist-interio R-12.2 490.7 3,422 0 740 740 �I
spray foam "" '�"�"`
166-44: Roof/Ceiling-UnderAtticwithlnsulationonAttic 1579.9 2,955 0 1,773 1,773
Floor(also use for Knee Walls and Partition
Ceilings),Vented Attic, No Radiant Barrier, Dark
Asphalt Shin or Dark Metal,Tar and Gravel or
Membrane 44 nsulation
21A-32: Floor-Ba ent,Concrete slab,any thickness, 2 1440 2,448 0 0 0
or more feet below grade, no insulation elovy�fl��
any floor cover, shortest side of floor slab is 32'wide
P-32 R-32: FI Over open crawl space or garage, 234.7 598 0 77 77
Custom, -30 lanket insulation, 3/4"Foamboard R-
2,any co
20P-30-c: Floor- ver open crawl space or garage, 30 89 0 12 12
Passive a-30 anket insulation,_carpet covering__
Subtotals for s ructure: 45,669 0 12,475 12,475
People: 8 1,600 1,840 3,440
Equipment: 1,131 4,262 5,393
Lighting: 0 0 0
Ductwork: 3,637 653 937 1,589
Infiltration:Winter CFM: 149, Summer CFM: 67 13,547 1,849 1,149 2,998
Ventilation:Winter CFM: 100,Summer CFM: 100 9,072 2,748 1,708 4,456
Exhaust: Winter CFM;_100, Summer_CFM: 100
_ __ __ _ ___ _
System 1 Load Totals: 71,925 7,980 22,371 30,351
`��'I,��€;, :���.,..�� ,ji�. _; � �� �.: °`�� �a ��' �':: ^,� ��,.��` �.<< ����.....' i� � �
ti; , _.::
Supply CFM: 968 CFM Per Sq�uare ft.: 0.221
Square ft.of Room Area: 4,388 � Square ft. P��r Ton: 1,735
Volume(ft')of Cond. Space: 37,983
S�� :�, � �����y ,�` �s a;;." �u r. � r�. .�,:�;����,�, � ��.�
., �, :,, >;� � „,,
Totat Heating Required Including Ventilation Air: 71,925 Btuh �' 71.925 MBH
Total Sensible Gain: 22,371 Btuh 74 %
Total Latent Gain: 7,980 Btuh 26 °/a
Total Cooling Required Including Ventilation Air: 30,351 Btuh -- 2.53 Tons(Based'On Sensible+ �atent)
�Q� �� ..',. �.. �`' i ' y� � .,..',, / _: y� �:.. F ,r -�
,.. ,,,.'r
�,. :; _, . :... , , :. .:- F, ,."
�
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manuaf 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.
C:\...\DRH 5336- 1305 Shadow Crk Crv(SOUTH).rh9 Friday,January 09,2015, 2:32 PM
Siteaddress 1305 Shadow Creek Crv, Eagan Date 1-9-15 ,
Contractor Com leted �I
Sabre P & H Y Toddl B. �,
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 1:1-1)
Square feet(Conditioned area including
Basement—finished or unfinished) 4388 Total required ventilation 1 HO
Number of bedrooms 5 Continuous ventilatian �O
Directions-Determine the total 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 space(in Total/ Total/ Total/ Total/ Total/ Total/
sq.ft.) continuous continuous continuous continuous continuous continuous
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70J40 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
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/55 125/63 140/70 155/78 170/85 185/93
4001-4500 120/60 135/68 150/75 165/83 18 195/98
4501-5000 130/65 145/73 160/80 175/88 0/95 205/103
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 outdoo:r 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 ventila-
tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor
air intake,or both,for defrost or other equipment cycling.
Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but rnot less than 40 cfm,shall be provided,on a con-
tinuous 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:\SAFETI'�JK\Vent-makeup-comb air submittal(2).docx
Section B '
Ventilation Method I
(Choose either balanced or exhaust only) i
❑Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recov- ❑✓ Exhaust only I
ery Ventilator)—cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm I
lation rating by more than 1009�.
Low cfm: High cfm: Continuous fan reting in cfm(capacity must not exceed ,�oo '
continuous ventilation rating kiy more than 100%)
Directions-Choose the method of ventilation,balanced or exhaust only. ealanced ve�ntilation systems are typically HRV or ERV's.
Enter the tow and high cfm amounts. Low c m air flow must be equai to or greater than the required continuous ventilation raie and
less than 10096 greater than the continuous rate.(For instance,if the low cfm is 40 cf'm,the 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 C
Ventilation Fan Schedule
Description Location Continuous Intermittent
Panasonic FV08VKML WhisperGREEN Full Bath 50 80
Panasonic FV08VKM WhisperGREEN Master Bath 50 80
Panasonic FV08VSL Jack-N-Jill 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 ventilation must be e�qual to or greater than the low 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.J Auiomatic controls may allow the use of a larger fan that is operate��a percentage of each hour.
Section D
Ventilation Controls
(Describe operetion and control of the continuous and intermittent ventilation)
JNJ and Master bath WhisperGREEN fans run at 50 cfm constant-ramp up to 80 cfm upon motion sensing for 30 minutes
JNJ Bath fan has wall switch
Directions-Describe the operation of the ventilation system. There should be adepuate detail,/or plan reviewers and inspectors to verify design and
installation compliance. Related trades also need adequate deYail 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 contnols,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 har�dling equipment,please describe such connections as
detailed in the manufactures'instal/ation 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 describeci.
Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(se�e below). For most new installations,column A
will be appropriate,however,if atmospherically vented appliances orsolid fuel applicrnces are instailed,use the appropriate column.
For existing dwellings,see IMC 501.3.3. Please note,if the makeup air quantity is ne�gative,no additional makeup air will be re-
quired 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 ECIUIPMENT IN DWELLINGS
(Additional combustion air will be required for combustion appliances,see KAIR,method for calculations)
One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical-
vent or direct vent ap- assisted appliances and gas�or oil appliance or ly vented gas or oit
pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel
tion appliances appliances appliances
Colurnn C Column D
Column A Column B
1.
a)pressure factor 0.15 0.09 0.06 0.03
(cfm/sf)
b)conditioned floor area(sf)(including 4388
unfinished basements)
Estimated House Infiltration(cfm):[1a 658
x 1b]
2.Exhaust Capacity
a)continuous exhaust-only ventilation ��0
system(cfm);(not applicable to ba-
lanced ventilation systems such as
HRV)
b)clothes dryer(cfm) 135 135 135 135
c)80%of largest exhaust rating(cfm);
Kitchen hood typically 240
(not applicable if recirculating system
or if powered makeup air is electrically
interlocked and match to exhaust)
d)80%of next largest exhaust rating
(cfm); bath fan typically NOt
(not applicable if recirculating system
or if powered makeup air is electrically Applicable
interlocked and matched to exhaust)
Total Exhaust Capacity(cfm); 475
[2a+2b+2c+2d]
3.Makeup Air Quantity(cfm)
a)total exhaust capacity(from above) 475
b)estimated house infiltration(from 658
above)
Makeup Air Quantity(cfm);
[3a—3b] —�$3
(if value is negative,no makeup air is
needed)
4.For makeup Air Opening Sizing,refer Not Re �C�
to Table 501.4.2 Q
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if tfiere 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 otherthan atmospherically vented appliances may also be in-
cluded.)
C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appli;ance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appiiances using a common vent or if there are atmospherically vented gas or oil
appliances and solid fuel a�pliances.
Makeup Air Opening Table for New and Existing Dwelling '
Table 501.3.2 �
One or multiple power One or multiple fan- One atmospherically Multiple atmospherically I�,
vent,direct vent ap- assisted appliances and vented gas or oil ap- ve�ted gas or oil ap- Duct di- ,
pliances,or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter ',
tion appliances vent appliances appliance appliances ,
Column A Column B Column C Column D !,
Passive opening 1—36 1—22 1-15 1—9 3 I
Passiveopening 37-66 23-41 16-28 10-17 4 I
Passiveopening 67-109 42-66 29-46 18-28 5
Passive opening 110-163 67—S00 47—69 29—42 6
Passiveopening 164-232 101-143 70-99 43-61 7
Passiveopening 233-317 144-195 100-135 62-83 8
Passiveopening 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. Subtrect 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 d�ct 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)
� Passive(see IFGC Appendix E,Worksheet E-1) Size and type 2"Rigid,3"Flex
❑ Other,describe:
Explanation-If no atmospheric or power vented appliances are installed,check ihe appropriate box,not required. If a power vented
or atmospherically vented appliance instalied,use IFGCAppendix E, Worksheet E-1(see belowJ. Please enter size and type. Combus-
tion air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
Directions-The Minnesota Fuel Gas Code method to calculate to size of a required co�mbustion air opening,is called the Known Air
Infiltration Rate Method. For new construction,4b of step 4 is required to be�lled out.
IFGC Appendix E,Worksheet Ed
Residential Combustion Air Calculation Method
(for Furnace,Boiler,and/or Water Heater in the Same Space)
Step 1:Complete vented combustion appliance information.
Furnace/Boiler.
�Draft Hood �Fan Assisted ✓QDirect Vent Input: Btu/hr
or Power Vent
water Heater: 40000
�Draft Hood �✓ Fan Assisted �Direct Vent Input: Btu/hr
or Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. nn Q O
The CAS includes all spaces connected to one another by code compli �;AS volume: LL�� ft3
�xwxH 19'x15'x8'
Step 3:Determine Air Changes per Hour(ACH)1
Default ACH values have been incorporeted 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 greote�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 fnfiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: 4�� Btu/Fir
Use Fan-Assisted Appliances column in Table E-1 to find RVfA: 3000 fta
Required Volume Fan Assisted(RVFA)
Total Btu/hr input of all Natural draft appliances Input: � Btu/hr
Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3
Required Volume Natural draft appliances(RVNDA)
Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + O _ 3000 TRV ft3
If CAS Volume(from Step 2)is greoter 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 byTRV(from Step 4a or Step 4b) 228� �.3000 -•76
Ratio= -
Step 6:Calculate Reduction Factor(RF).
RF=1 minus Ratio RF=1- •76 = .,24
Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40 000
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= 4�,��� /3000 Btu/hr per inZ= �3.33 in2
Step 8:Calculate Minimum CAOA.
Minimum CAOA=CAOA multiplied by RF w�inimum CAOA= �3.33 X .24 = 3.19 inz
Step 9:Calculate Combustion Air Opening Diameter(CAOD)
CAOD=1.13 multiplied by the squore root of Minimum CAOA CAOD=1.13 d Minimum CAOA= L'O� 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 S�ection
G304.
IFGC Appendix E,Table E-1
Residential Combustion air(Required interior Volume Based on Input F;ating of Appliance)
Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft)
(Btu/hr)
Ean Assisted or Power Vent Natural Draft
1994to present Pre-1994 1994to present Pre-1994
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 6y038
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 8,40U
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 21,525 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.
. . • LOT SURVEY CHECKLlST FOR RE.>IDENTIAL �
• BUILDING PERMIT APPLICATION �� L` v ��
PROPERTY LEGAL �0��<B'�l�' � �a�hG�-' �a'''"1 / / � ���� U���
DATE OF SURVE`(: ����I/I� ��:�41�
LATEST REVISION:
�
a�
c
ca ,
.c
U
�
O z ¢ DOCUMENT STANDARDS
,� 0 0 • Registered Land Surveyor signafure and company
,� p ❑ • Building Permit Applicant
� ❑ ❑ • Legal description
�1 � 0 • Address
,B ❑ ❑ • North arrow and scale
,� ❑ ❑ • House type (rambler,walkout, split w/o, split entry, lookout, etc.;l
,e( ❑ ❑ • Directional drainage arrows with slope/gradient% '
,� ❑ ❑ • Propased/existing sewer and water services&invert elevation
' �' � 0 • Street name
�` 0 ❑ • Driveway(grade&width-in R/W and back of curb,22' max.)
�' o ❑ • Lot Square Footage
� ❑ ❑ • Lot Coverage
ELEVATIONS
Existinq
,� ❑ 0 • Property comers
�' � ❑ � Top of curb at the driveway and property line extensions
❑ �' ❑ • Elevations of any existing adjacent homes
�' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenrhes
p �' ❑ • Waterways(pond, stream,etc.) �
Proposed ,
,p' ❑ ❑ • Garage fioor
� ❑ ❑ • Basement floor
�' ❑ ❑ • Lowest exposed elevation (walkouUwindow)
� ❑ ❑ • Property corners
�' ❑ ❑ • Front and rear of home at the foundation
PONDING AREA(if applicable)
❑ �' ❑ • Easement line
❑ � ❑ • NWL
❑ ,e' 0 • HWL
❑ ,ef ❑ • Pond#designation
❑ fd 0 • Emergency Overflow Elevation ;
❑ �" � • Pond/V1/etland buffer delineation
Y �1 • Shoreland Zoning Overlay Disfrict
Y � • Conservation Easements
DIMENSIONS
/0' ❑ ❑ • Lot lines/Bearings&dimensions
�' ❑ ❑ • Right-of-way and street width(to back of curb)
�' ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
J0' ❑ ❑ • Show afl easements of record and any City utilities within those easements
� ❑ ❑ • Sefbacks of proposed sfructure a�,d si ard setback of adjacent existing strucfures
�' ❑ 0 • Retaining wall requirements: _
Reviewed By: ;�%'' Date J' f
G:/FORMS/Building Permit Application Rev.11-26-04
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Areas Observed: O Building Pad (� House Pad O Road�vay O Pkng/walks O Footing
O Proof Roll O Other (describe)
Soil report available? Yes O No Report reviewed? Yes � No R�eport prepared by: }��_.,,, Get copy
Benchmark: �L.��, ,,- j� r; } Benchmark elevation: � �s��, Benchmark provided by: ` ,�tr ,. `
Finish floor elevation:�j���� �;,,,, Bottom of footing elevation�� ��,IJ� B�o41om of excavation elevotion:�� �.��
Approved plans ovailable? � �S Specified compaction: Fill source:
Oversizing appears adequote? O NA Yes O No Soils observed agree with Soils report? Yes O No
Soils appear adequate for design loads? Yes � No Proposed project be;aring capacily(psf):�p��
Contrador notified of results? Yes Q No Name of person notified: 1 j, v,,, `� �,� ��Jf. , ;�
Was a copy of this report left on site? Yes O No If so,whom was it s,ubmitted to?
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Performed By: e'�_ Reviewed By: Date:
This is a preliminary report and is provided solely as evidence that field observafions and/or testing was performed. Observations and/or conclusions and/or
recommendations co�veyed in ihe final report may vary from,ond sholl toke precedence over,those indicated in a preliminary report.
Provicling engineerinG an�l ena�ironrrierunl solurions since 195%
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�lt� 0����I�II
Address: 1305 Shadow Creek Curve Permit#: . 129277
The following items were/were not completed at the Final Inspection on:
�� .� ���� �.
��
� �. .��
� � .�.
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
_ Trai!/ Curb D�mage
Porch
Lower Level Finish
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.
• Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector:
R
G:\Building Inspections\FORMS\Checklists
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11,111111. For Office Use�1 r
Cityof£aaau :::ee
3830 Pilot Knob Road 117.� • 58 ( ,,t
A- :
Eagan MN 55122 , Date Received: /0'"o7 -l7
Phone:(651)675-5675
buildinginspections@citvofeaoan.com Staff:
2017 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: Unit#:
Name: N't JQ --DOO"%n Phone: 65-1 400� 8 7
Resident! � ry3
Owner Address/City/Zip: I O5 �Lc�,[eiw U/CQ,�C G.rvt. o�r�i 1(4 r.1 � 7
Applicant is: Owner Contractor
Description of work: Zt� .L 4 c 1h t SL t 1�
Type of Work �!_�
Construction Cost
17,LS,a oe, Multi-Family Building: (Yes /No )
Company: Contact:
Contractor Address: City:
State: Zip: Phone: Email:
License#: Lead Certificate#:
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 i/No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
Fire Suppression Contractor: Phone:
NOTE:Plans and supporting documents that you submit are considered to be public information Portions of the
information may be classified as non-public if you provide specific reasons that would permit the Cityto conclude that they
are trade secrets.
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on
the City's website at www.citvofeaaan.com/subscribe.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
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.aopherstateonecall.orq
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 pl s. r'
x New�- loan x ,�
Applicant's Printed Name Applicant's Signature
Page 1 of 3
l 3°j het 4 C L0 k-exc l3-, -1
DO NOT WRITE BELOW THIS LINE /4/(' Y
.
SUBTYPES
_ 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 4Lower Level _ Pool _ Accessory Building
WORK TYPES
_ New _ Interior Improvement _ Siding r 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 1.Y712.19 Occupancy -'tv(A--- MCES System
Plan Review Code Edition r41 vTv) '" SAC Units
(25%__100% ) Zoning Pt) City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction VV5 Width
REQUIRED INSPECTIONS
Footings(New Building) Meter Size:
Footings(Deck) Final/C.O. Required
Footings(Addition) •it. Final/No C.O. Required
Foundation Foundation Before Backfill X HVAC_Gas Service Test Gas Line Air Test
Roof:,__Ice&Water __Final Pool: Footings Air/Gas Tests Final
• Framing }C 30 Minutes 1 Hour Drain Tile
Fireplace: Rough In Air Test _Final Siding: Stucco Lath _Stone Lath _Brick,EFIS
• 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: 1.1,/ , Building Inspector
RESIDENTIAL FEES
Base Fee1/-1/
(11N&/94/
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge (7 i 0 X i9/D
S&W Permit &Surchargef
• I !r G--f..,„
Treatment Plant
Copies
TOTAL
Page 2 of 3
Use BLUE or BLACK Ink
-11
�ofEC,q
For Office Use
'` , •:
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA159776
Date Issued:01/16/2020
Permit Category:ePermit
Site Address: 1305 Shadow Creek Curve
Lot:4 Block: 6 Addition: Dakota Path
PID:10-19540-06-030
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Water Softener
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
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 -
Xiao Li
1305 Shadow Creek Curve
Eagan MN 55123
Haferman Water Conditioning
12142 12th Ave.
Burnsville MN 55337
(952) 894-4040
Applicant/Permitee: Signature Issued By: Signature
VSE Project Number: U3708.0003.201
April 1, 2021
Live Wire Electric
9133 Davenport St NE
Blaine, MN 55449
REFERENCE: Xiao Li Residence: 1305 Shadow Creek Curve, Saint Paul, MN 55123
Solar Array Installation
To Whom It May Concern:
Per your request,we have reviewed the existing structure at the above referenced site.The purpose of our review was to
determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on
the panel layout plan.
Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation.
Design Parameters
Code: 2020 Minnesota Building Code (2018 IBC)
Risk Category: II
Design wind speed: 115 mph (3-sec gust) per ASCE 7-16
Wind exposure category: B
Ground snow load: 50 psf
Minimum roof snow load, Pm: 35 psf (not reducible)
Existing Roof Structure
Roofing material: composite shingles
Roof 1: 2x4 manufactured trusses @ 24" O.C.
Roof 2: 4x2 manufactured trusses @ 24" O.C.
Roof 3: 2x8 manufactured trusses @ 24" O.C.
Connection to Roof
Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" o.c. along rails
(2) rails per row of panels, evenly spaced; panel length perpendicular to the rails not to exceed 40 in
Conclusions
Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation.
The gravity loads,and thus the stresses of the structural elements,in the area of the solar array are either decreased or
increased by no more than 5%.Therefore,the requirements of Section 806.2 of the 2020 Minnesota Conservation Code for
Existing Buildings are met and the structure is permitted to remain unaltered.
651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com
VSE Project Number: U3708.0003.201
Xiao Li Residence0
4/01/2021
The solar array will be flush-mounted (no more than 6"above the roof surface)and parallel to the roof surface.Thus,we
conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.
The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift),
the governing load case.Because the increase in lateral forces is less than 10%,this addition meets the requirements of the
exception in Section 806.3 of the 2020 Minnesota Conservation Code for Existing Buildings.Thus the existing lateral force
resisting system is permitted to remain unaltered.
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations.All work performed
must be in accordance with accepted industry-wide methods and applicable safety standards.The contractor must notify
Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the
structure and the condition described in this letter be found.Connections to existing roof framing must be staggered,except
at array ends,so as not to overload any existing structural member.The use of solar panel support span tables provided by
others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration
match the description of the span tables.The design of the solar panel racking (mounts,rails,etc.)and electrical engineering
is the responsibility of others.Waterproofing around the roof penetrations is the responsibility of others.Vector Structural
Engineering assumes no responsibility for improper installation of the solar array.
VECTOR STRUCTURAL ENGINEERING, LLC
12/16/2020
_______________________________________________________
Brett Veazie, P.E.
Project Engineer
Enclosures
BDV/brw
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Brett Veazie, License No. 56392,
Expiration Date: 30-June-2022
651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com
04/01/2021
JOB NO.:U3708.0003.201
SUBJECT:WIND PRESSURE
PROJECT:Xiao Li Residence
Label:Note: Calculations per ASCE 7-16
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]:115 Notes:
Exposure Category:B
Risk Category:II
Importance Factor, I:
ADDITIONAL INPUT & CALCULATIONS:
Height of Roof, h [ft]:25 (Approximate)
Comp/Cladding Location:Hip?No
Enclosure Classification:
Zone 1, 2e, 2r GCp:1.80 Figure 30.3-2D (enter negative pressure coefficients)
Zone 2n, 3r GCp:2.00
Zone 3e GCp:2.67
α:7 Table 26.11-1
zg [ft]:1200 Table 26.11-1
Kh:0.67 Table 26.10-1
Ke:0.96 Table 26.9-1
Kzt:1 Equation 26.8-1
Kd:0.85 Table 26.6-1
Velocity Pressure, qh [psf]:18.4 Equation 26.10-1
PRESSURES:p = qh (GCp)(γE)(γa)Equation 29.4-5
Zone 1, 2e, 2r, p [psf]:39.8 psf (1.0 W)
Zone 2n, 3r, p [psf]:44.3 psf (1.0 W)
Zone 3e, p [psf]:59.1 psf (1.0 W)
(a =3 ft)
Solar Panel Array
Gable Roofs 27° < θ ≤ 45°
Enclosed Buildings
Components and Cladding Wind Calculations
JOB NO.:U3708.0003.201
SUBJECT:CONNECTION
PROJECT:Xiao Li Residence
Calculate Uplift Forces on Connection
Pressure
(0.6 Dead -0.6 Wind)
(psf)
Max Connection
Spacing1
(ft)
Max Trib.
Area2
(ft2)
Max Uplift
Force
(lbs)
Zone 1, 2e, 2r 23.9 4.0 6.7 145
Zone 2n, 3r 26.6 4.0 6.7 163
Zone 3e 35.5 4.0 6.7 222
Calculate Connection Capacity
Lag Screw Size [in]:5/16
Cd:1.6 NDS Table 2.3.2
Embedment3 [in]:2.5
Grade:
Nominal Capacity [lbs/in]:205 NDS Table 12.2A
Number of Screws:1
Prying Coefficient:1.4
Total Capacity [lbs]:586
Determine Result
Maximum Demand [lbs]:222
Lag Screw Capacity [lbs]:586
Result:Capacity > Demand, Connection is adequate.
Notes
1. 'Max Connection Spacing' is the spacing between connections along the rails.
2. 'Max Trib Area' is the product of the 'Max Connection Spacing' and 1/2 the panel width/height perpendicular
to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 67".
SPF (G = 0.42)
3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag
screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the
embedment length.
VECTOR STRUCTURAL ENGINEERS
JOB NO.:U3708.0003.201
SUBJECT:GRAVITY LOADS
PROJECT:Xiao Li Residence
CALCULATE ESTIMATED GRAVITY LOADS Roof Pitch: 8.0 :12
ROOF DEAD LOAD (D)
Increase due to
pitch
Material weight
[psf]
Composite Shingles 1.20 2.0
1/2" Plywood 1.20 1.0
Framing 1.00 3.0
Insulation 1.00 0.5
1/2" Gypsum Clg.1.20 2.0
M, E & Misc 1.00 1.5
Total Original Roof DL
PV Array DL 1.20 3
DL:1.20
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [psf]20 ASCE 7-16, Table 4-1
Roof Live Load With PV Array [psf]0
SNOW LOAD (S):w/ Solar Array
Roof Slope [x:12]:8.0
Roof Slope [°]:34
Snow Ground Load, pg [psf]:50 ASCE 7-16, Section 7.2
Terrain Category:B ASCE 7-16, Table 7-2
Exposure of Roof:Fully Exposed ASCE 7-16, Table 7-2
Exposure Factor, Ce:0.9 ASCE 7-16, Table 7-2
Thermal Factor, Ct:1.1 ASCE 7-16, Table 7-3
Risk Category:II ASCE 7-16, Table 1-1
Importance Factor, Is:1.0 ASCE 7-16, Table 7-4
Flat Roof Snow Load, pf [psf]:35 ASCE 7-16, Equation 7-1
Minimum Roof Snow Load, pm [psf]:35 ASCE 7-16, Section 7.3.4
Unobstructed Slippery Surface?No ASCE 7-16, Section 7.4
Slope Factor Figure:Figure 7-2b ASCE 7-16, Section 7.4
Roof Slope Factor, Cs:1.00 ASCE 7-16, Figure 7-2
Sloped Roof Snow Load, ps [psf]:35 ASCE 7-16, Equation 7-2
Design Snow Load, S [psf]:35
1.00
35
Design material
weight [psf]
2.4
1.2
3.0
0.5
2.4
1.5
11.0
3.6
#VALUE!
2020 MBC, Section 1607.13.5
Existing
35
8.0
34
50
B
Fully Exposed
0.9
1.1
II
1.0
35
35
No
Figure 7-2b
JOB NO.:U3708.0003.201
SUBJECT:LOAD COMPARISON
PROJECT:Xiao Li Residence
Summary of Loads
Existing With PV Array
D [psf]11 15
Lr [psf]20 0
S [psf]35 35
Maximum Gravity Loads:
Existing With PV Array
(D + Lr) / Cd [psf]25 16 ASCE 7-16, Section 2.4.1
(D + S) / Cd [psf]40 43 ASCE 7-16, Section 2.4.1
Maximum Gravity Load [psf]:40 43
Maximum Member Forces:
GEOMETRY
Span(ft)30.0 (Approximate)
Solar Panel Array Start, a (ft)4.0 (Approximate)
Solar Panel Array Length, b (ft)10.0 (Approximate)
Framing Spacing (ft)2.0
MEMBER FORCES
Existing With PV Array
Vertical Reaction, V1 (lbs)1200 1244 OK
Vertical Reaction, V2 (lbs)1200 1219 OK
Existing With PV Array
Moment @ Center, M (lbs-ft)9002 9284 OK
Ratio
(Cd = Load Duration Factor = 0.9 for D, 1.15 for S, and 1.25 for Lr)
Ratio
103%
104%
102%
The gravity loads, and thus the stresses of the structural elements, in the area of the
solar array are either decreased or increased by no more than 5%. Therefore, the
requirements of Section 806.2 of the 2020 Minnesota Conservation Code for Existing
Buildings are met and the structure is permitted to remain unaltered.
VECTOR STRUCTURAL ENGINEERS
JOB NO.:U3708.0003.201
SUBJECT:SOLAR LAYOUT
PROJECT:Xiao Li Residence
<--- 2 X 4 LEDGER --->"LO"
LAY-ON
"LO"
LAY-ON
"LO"
LAY-ON
"LO"
LAY-ON
LET "H1" INTO WALL
HUS28 E
E1
D4
D3
D2
D1
D1
C
C1
C2
C3
C4
D
D
D
D
D1
A1
A
A
K1
K
K
L1LLLLCT
J2
VENT
VENT