1314 Legends Ct ` � 1 � � 1 ��5�� ��5 �: ��
� , .
��
�(� ��� � � ( D��,� ___Use BLUE or BLACK Ink
� g�� �� i For Office Use �
• �� �� �� �] � -. ��0 (1 o v �
��� ���� �� ��� /:' '� � Permit#: I
� � � Permit Fee: S !� ���
3830 Pilot Knob Road j �,i -I I
Eagan MN 55122 � Date Received: � �
Phone:(651)675-5675 - , � 1 I
Fax:(651)675-5694 • �'� I Staff: I
Cj i I
�� ��0 � �----------------.—�}, �95
'S, `
2014 RESIDENTIAL BUILDING PERMIT APPLICATION 1�
�I
��°l
Date: Site Address: s l.,�L� � Unit#: ���
�� �/
° Name: ,b�. /�"D�-�/t� Phone:
< ReSIC�rifi! ' r.
� ; ��g� Address/City/Zip:
�� � �` ,/� �
Applicant is: �Owner �Contractor ' ,y ►,� � l �,j L, c
1�� �✓C.i ,pt'e$ Y't�
:������,�� Description of work: ��1/ .;S%N�� �i9'l'yl/ �� 1 �
;�,;� Construction Cost. O �d Multi-Family Building:(Yes /No�
�-� Company:����/� Contact:��1�-� ��,U
� Address: ��C7 /�i�13 J�!�Ca� C�U/� City: �-+`'���j�z-�
�+`�1ll�T���Qr`r .. '
: y �� ,�/ C- ^� �+
,, �� ': ' State:�/�Zip: ��� !' Phone: �J � 1 [!��' �g��
�: �
�
s��, �;;� � License#: ��-cP�'-,��� Lead Certi�cate#: N �
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
�I c'?� l.��v�-�,,►�%�'1 z�!✓
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:�3s � � f�� 5�'pQl�,� � �,�
Licensed Plumber: ���-�� Phone: `���"'y�7 3 `"��`�� u
Mechanical Contractor: �/���'� Phone: 7� � �--1��"���
Sewer&Water Contractor: /� Phone: /rJ`�— v 7 � �` �9
�?�TE�Rl���'� d�� r��; �[�crm�r�fs.t�� ��� : �
+'� ,yc� �n��r+��rr��� Q d�d f� ���#��r�f���t�� �i�s�i� _
ft��infvrm�#ivr��� cl�s��,������lii��'�rr�u��csvide s��°��r.��fi�r�a��rp #���:�t�r tv
" ' : `'' +�..�+�lude fha�`�e::�re tra�(����ts. �� �., � .
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 Iocates of underground utilities. www.qooherstateonecall.ora
t hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 780
days of permit issuance.
x �� L.L�� x
Applicant's Printed Name ApplicanYs ' ature
Page 1 of 3
� (
C �
C � �� ��.�..� s c�-
DO NOT WRITE BELOW THIS LINE ���o ��
SUB TYPES
Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family)
� Single Family _ Garage _ Porch(4Season) _ 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 �G� MCES System
Plan Review Code Edition ��►�� 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 � �1,, Width ,,��
�'—T
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 � Erosion Control
Braced Walls Other:
eviewed By: Building Inspector
RESIDENTIAL FEES �' r � � � �`
Base Fee ���;�f� i���`:�� � � � � � ti �����" ��� �Q��
,�'' � � �r �� { � �
Surcharge �'`����';�°�*` �"� F.��e� �- � �"
x �� �
Plan Review � � � , � � �
`�' � � ����� � ��'� � �t��
MCES SAC � � �.✓ ,� ��"� � �'�' `f� y
City SAC � -�
'`�<'�� �� .,;' �^;� ��� �_ �� � �
Utility Connection Charge � , ���k� � � �. , �,:�� � � �
�„y�.�a�'�"��^ � �
S&W Permit 8 Surcharge ,�,�' ��;��°
Treatment Plant � ° �h '� �' ` � '�
�� � ��� � � � �� � �� ��t �
Copies � �` � �
TOTAL �" � ���� �� � ���
��� � Page 2 of 3
, , � , � � �g�-�
New Construction Energy Code Compliance Certificate �•�•�[�����(m
Per Nl I01.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posted ������"� -�p�
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N I 101.8.
Mailing Address of the Dwelliug or Dwelliug Unit
1314 Le ends Ct Ea an
Name of Residential Contractor MN Liceose Number �
DRHorton BC605657
Community Plan ID �
HERMAL ENVELOPE RADON SYSTEM
Type:Check All That Apply X Passive(No Fan)
o �
� � �, Acrive(i�i8k fan and monpmeter or
F" � � other systern mdntx�rzreg device) '
'b o
o a 3 °' ^ o a �
y� U � 'v
,� � Oa f� abi U a�i 'd s7
� � � A T
� �p z v�', v�, � p, W W y
Insulation Locafion p; �� o � � O � --
o � o a � o 0 5 � �
E-� � z w u, w w � c� w Other Please Describe Here
Below Entire Sl�b
Foundation Wall R-5 X �aerior
Ferimeter af 51ab�n Grade
Rim Joist(Foundation) R-12 X ioter�or
xim�aist(1�`�tuur+) ,, F�-1,2 � Mt�iW
wau R-19 X
eeuin tlac ' F�-44 ' �
Ceiling,vaulted " R-44 X
Bay V1'indcrws ur rauti(evered areas �-� ' �
Bonus room over garage R-32 X X
Describe otherinsulated areas
Windows 8 Doors Heating or Cooling Ducts Outside Condifioned Spaces
Average U-Factor(excludes skylights and one door)U: 031 Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.28 -8 R-value
MECHANICAL SYSTEMS Moke-up Air Seleet a Type
Appliances Heati�g System Domestic Water Heater Cooling System X Not required per mech.code
Fuc1`t' e NAT .f'�AS ' NAT faAS I��1 tlA Passive
Manutacturer CARRIER AOSmith CARRIER Powered
Interlocked with exhaust device.
1�aaet ��8SC2B�{li�S2� 'GPV�-54 CA13NA042 Describe:
Input in 100000 Capacity in 50 Output in 3 5 Other,describe:
Rating or Size BTUS: Gallons: Tons:
��t�5�- 81,224i Heat 33,075 I.ocation of duct or system:
Structur�'s Calculated" Gai�:
AFUE or 92 SEER: 13
HSPF%
Calculated 40447
Efficienc coolin load: Cfin's
roun uc
Mechanical Ventilation System "metal duct
2-Pan WhisperGREEN fans set at 50 cfin&60 cfin constant(one with a light).Fans ramp up to 80 cfin upon motion �orribustion Air Select a Type
sensing for 30 minutes.Toilet Room FV08VSL 80 cfin switched Not required per mech.code
Se[ect Type X Passive
Heat Recover Ventilator(HRV) Capacity in cfins: L,ow: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfins: Low: High: Location of duct ar system:
1-Panasonic FV08VKM3 set @ 50 cfin&1-
Continuous exhausting fan(s)rated capaciry in cfins: FV08VKML(w/lite)60 cfin furnaee room
I.ocation of 6n(s),describe: Master bath&Jack-N-Jill bath(respectively) Cfin's
Capacity continuous ventilation rate in cfins: 110 4 "round duct OR
Total venrilation(internvttent+continuoas)rate in cfms: 240 "metal duet
.
535�- 1314 Legends Ct
HVAC Load Calculations
for
DRHorton
Lakeville, MN
Prepared By:
Todd Boyum
Sabre Plumbing&Heating
15535 Medina Rd
Plymouth, MN 55447
763-473-2267
Wednesday,November 26,2014
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 Manual D.
Fthv�ac ;i�����#�tr►t�af�L�g �r�11�J����a�l� ��� ' � ,� R��Saftware�#erretc� m+� `' '+�,
8�b�F�h.�r�t�3[��t�iea���G���t : �� ���; 5��'� 'I��4 L��r��t�
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��447�.,.,;,�.::.. .. ��� p�
'Pro"ect Re o�t '
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Project Title: 5351- 1314 Legends Ct
Designed By: Todd Boyum
Project Date: 11/26/14
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
��� I�'i� � -� >,�N� ..... . .,:.,".... .�� y 3 �:% .�.. ��a'� y ''r; �,�„�;P.�.� ,c;-�� � ✓ / gr .�
?
� ,; . � ,. ,;, ,,,., �,,,.,.. .. o,,., .
. .... . ,., ,., ... ....: ,„. „.,
Reference City: Minneapolis, Minnesota
Building Orientation: Front door faces West
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: -15 -12.38 n/a n/a 70 n/a
Summer: 88 73 50% 50% 72 42
' ; .. --,: ir ...
,, 'r:. .' , , a /y�. :: �.: ;y , . /-_ p
f�^ � ,:�.� �%i �0 a�l � . i i
,F � ;-i�/, •S•�.� .�.�� �ijc_
-... , „ , , '.... �
,,,: ...: , ...: . ., .....: „�„ii „-. �.,.i ..,:K. ,H , " „� . ,< ,. . . ,.. . .. -, , ._„ ,. .
Total Building Supply CFM: 1,550 CFM Per Square ft.: 0.309
Square ft. of Room Area: 5,016 Square ft. Per Ton: 1,488
Volume(ft3)of Cond. Space: 43,364
�.: � ..:;-�- •.y�.:: � Y : . -., - \'. ' F . �.: ..
°' , LY'iiii i�.0 ���31 ,; %.....�: � �„ �� ��`� �' a�y�.. S �„ � t�
': ...i.... ,i..i� a �..
. .. ,,,.,. „ ., ir., u �....�. � .��. ......�.' ' //„ ,�-�. < ,:-"� �. .��i:::.,,
Total Heating Required Including Ventilation Air: 81,224 Btuh 81.224 MBH
Total Sensible Gain: 33,075 Btuh 82 %
Total Latent Gain: 7,371 Btuh 18 %
Total Cooling Required Including Ventilation Air: 40,447 Btuh 3.37 Tons(Based On Sensible+ Latent)
, ,
,: �
; �
,. ��i �..:: .,f<�� �� ..„ '.: z......_� s�.�. .9 a5� - y S, : ,r ;f�-� ,::�,
,f', /.
., .,,,, , .: .,,, ,,.,.. .a.. :,, .. . ,,.;«, . >r.,,,, ... . , „�"�.....,. . . . .:,: ,...._,. ..... :^
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 manufacturer's performance data at
your design conditions.
C:\...\DRH 5351- NE Front Door(Eagan).rh9 Wednesday, November 26,2014,4:t5 PM
_�hvac=Res�+r,i�,', i&�ght�omnner�i t�YY�h�i.v�d��� �1����r�E�e��'Tc��a��r�t,In�.
;�4rs Ptumbing.�'�e�€��� � � � �3�"� 9���L�s�t:
F t�te�: �7 : . ... .� ,,;...... , � ..., : ~;',.; .. x. ...,; �.��' �:.:
;. ;�i e�
'�oad Preview Re vrt
� Net ft� � Sen� Lat� Net� Sen' Ht�' CI�� Act Duct
Scope � Ton /Ton Area� Gain Gain� Gain Loss, g 3 g� Size
� � ; CFM' CFM' CFM�
�,,,�,,,,� _.,..__. .�W_ . �_ �.�.��W_._.,_�.�.�_��a._�W ��__1 l�_____.�____.�
Building 3.37' 1,488 5,016' 33,075' 7,371 40,447 81,224 1,087' 1,550 1,550'
Systeml 3.37 1,488 5.016 33,075 7,371 40,447 81,224' 1,087 1l,55Q 1,550 14x18
Ouct Latent 479 . 479
Zone 1 5.016 33,075 6,892 39,967 81,224 1,087 1;55€I 1,550 14x18
1-Basement 1,618: 5,409 915' 6,324 2$137' 377 2�3 253 3--5
2-Main floor 1,618 .17,510 .4,531 22,041 27,704 371 'f}20 820 8--6
3-2nd floor _ _ 1,780 10,156 _1,446 11,602 25,383 340 '476 476 _ 5--6
C:\...\DRH 5351-NE Front Door(Eagan).rh9 Wednesday, November 26,2014,4:15 PM
�3h��ac-Re��+d�i�! '�gh#Garnrne�csal�1f�1���s ���� ' �s�aftware tie��irl�:
�€bre PlUretb►r►g&�����9 ` `� .. � �' �3�'� 'f�14 �'��f
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Pt Cti�u#t! 'hl='S � .,.... '
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S stem 1 5urnrrrar Laads
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z
.< ����< , � � `"iis l ,�r \u ���
��'. . Cl y.. ..,.. , ,> ..,.. .� �� �� .�.-'ri „ . �.i�. ....... �',,Y <�`I'� ;:i c a"� ``•� r /r,� �
� � ��,
DRH LowEE 2929: Glazing-DRH Windows, u-value 0.29, 80 1,972 0 2,256 2,256
SHGC 0.29
DRH LowEE 3229: Glazing-DRH Windows, u-value 0.32, 306 8,326 0 8,214 8,214
SHGC 0.29
DRH LowEE 3228: Glazing-DRH Windows, u-value 0.32, 15 408 0 418 418
SHGC 0.28
DRH LowEE 3031: Glazing-DRH Windows, u-value 0.3, 20 510 0 470 470
SHGC 0.31
DRH LowEE 3329: Glazing-DRH Windows, u-value 0.33, 30 842 0 686 686
SHGC 0.29
DRH LowEE 3228: Glazing-DRH Windows, u-value 0.32, 12 326 0 334 334
SHGC 0.28
11J: Door-Metal-Fiberglass Core 20 527 0 167 167
11J: Door-Metal-Fiberglass Core 17.8 907 0 288 288
12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 3383.2 19,557 0 4,233 4,233
cavity, no board insulation,siding finish,wood studs
.15B0-5sf-8:Wall-Basement, , R-5 board exterior 1062 10,630 0 815 815
insulation to footing, no interior finish,8'floor depth
.15B0-5sf-4:Wall-Basement, , R-5 board exterior 96 734 0 0 0
insulation to footing, no interior finish,4'floor depth
RJ-12.2:Wall-Frame, Custom, Rim Joist-interior R-12.2 512.1 3,570 0 772 772
spay foam
166-44: Roof/Ceiling-Under Attic with Insulation on Attic 1780 3,329 0 1,997 1,997
Floor(also use for Knee Walls and Partition
Ceilings),Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal,Tar and Gravel or
Membrane, R-44 insulation
21A-20: Floor-Basement, Concrete slab,any thickness,2 1618 3,713 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide
P-32 R-32: Floor-Over open crawl space or garage, 275 701 0 91 91
Custom, R-30 Blanket insulation, 3/4"Foamboard R-
2,_any cover
__ __.. _ _ __
Subtotals for structure: 56,052 0 20,741 20,741
People: 8 1,600 1,840 3,440
Equipment: 1,131 4,542 5,643
Lighting: 0 0 0
Ductwork: 3,131 479 784 1,263
Infiltration:Winter CFM:243, Summer CFM: 151 22,041 4,161 2,586 6,747
Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0
Exhaust: Winter CFM: 100, Summer CFM: 100
_AED Excursion.
__ __._.... 0 _ 0_ _2,612......_.. ?.,.612_
_ _ _... _
System 1 Load Totals: 81,224 7,374 33,075 40,447
� ° �Fr .tar r� s ..� ,�.. ...�,,,, �, � � , a � �,�� ��
, .,.,,,, , . .;,;i Y.�„e.. .,': ,i�,.
:_
, .,rZ...... .. „�m..� :.. ,� w. .. .. .. : . ..... �::.. �,,,> :: � �„si: x ,,:;a ��,�.
Supply CFM: 1,550 CFM Per Square ft.: 0 309
Square ft. of Room Area: 5,016 Square ft. Per Ton: 1,488
Volume(ft3)of Cond. Space: 43,364
�� .+"�P� ����.�� �; 9� !/ � ' P:; ���\ /
i.� � �.:� ....�;. �, s�A � ..� / �
!Y
- :,> . . �.. ';: . .. ' .. '�.: :'. .:.
.. . . . , i., .....: . , s „ .:,5 . . ,. .. ..iy: . '....i.:. , ; ..���.. .. ::::.:. ... '�:.. .�.
Total Heating Required Including Ventilation Air: 81,224 Btuh 81.224 MBH
Total Sensible Gain: 33,075 Btuh 82 %
Total Latent Gain: 7,371 Btuh 18 %
Total Cooling Required Including Ventilation Air: 40,447 Btuh 3.37 Tons(Based On Sensible+ Latent)
�` S..^ Y ''�.Y Y
^�^ ,G, n /v., � � „S,i //
�<.. .. ... . . .i, . . ... .ii. ,:. ii. . .:,., '�� :� '�.. . .�: .:..: �. .....�.':.>... .'. .�.:, . 5�::.�....... '.:......3�%.�
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manuat J 8th Edition,Version 2, and ACCA Manual D.
C:\...\DRH 5351- NE Front Door(Eagan).rh9 Wednesday, November 26,2014,4:15 PM
'i��.-l�esud��a!&La��t�++a���i l�YA��ta��Cs �l�t?s Deu��pmet�;i�n+�.'
��tire P1umb►r�:$t I�I��1�►� �� �� . : �� ! � 13��L+�sg�:1��.Gt
'Pi c�uth. a .
; ���� �
;s '
:..: ,... „ a...._.: . . . '� y=:
� . . . ..: . :�:-.-, ,.., ��.. � �:::
� stem �` Summar Loads cc�nt'd
.. , A�
;� , ;., ,._ ,
� � �
,
..� .. ��......:<...�' .,, , i.. .�.�...::: ._ . ::. .....:.
::•s
�,,..,, <. .: .��..�,-o �� , ...�.. ,.: , ...�,•,'�..
a� ��:
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 5351- NE Front Door(Eagan).rh9 Wednesday, November 26,2014, 4:15 PM
Siteaddress 1314 Legends Ct, Eagan oate 11/26/14
contractor Sabre P & H ComBY ted Todd B
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet(Conditioned area including
Basement—finished or unfinished) 5016 Total required ventilation 215
Number of bedrooms V Continuous ventilation �OH
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 b
Conditioned space(in Total/ Total/ Totai/ Totai/ Total/ Totai/
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/SO 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 120/60 135/68 150/75 165/83 180/90 195/98
4501-5000 130/65 145/73 160/80 175/88 190/95 205/103
5001-5500 140/70 155/78 170/85 185/93 200/100 215/10
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 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 not 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:\SAFETIIJK�Vent-makeup-comb air submittal(2).docx
Section B
Ventilation Method
(Choose either balanced or exhaust only)
❑Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recov- ✓❑Exhaust only
ery Ventilator)—cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm
lation rating by more than S00%.
Low cfm: High cfm: Continuous fan rating in cfm(capacity must not exceed 110
continuous ventilation rating by more than 100�)
Directions-Choose the method of ventilation,balanced or exhaust 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.)
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 FV08VKM WhisperGreen Master Bath 50 80
Panasonic FV08VKMLWhisperGREEN JaCk-N-Jill Bath 60 80
Panasonic FV08VSL WhisperVALUE Master Toilet Room 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 ventilaiion must be equai 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 Automatic controls may allow the use of a larger fan tha[is operated a percentage of each hour.
Section D
Ventilation Controls
(Describe operation and control of the continuous and intermittent ventilation)
Master run at 50 cfm 24/7-ramp up to 80 cfm upon motion sensing for 30 minutes.
Master Toilet Room fan has wall switch for intermittent
JNJ Bath run at 60 cfm 24/7-ramp up to 80 cfm upon motion sensing for 30 minutes.
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 trades 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/ocation 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 epuipment,please describe such connections as
detailed in the manufactures'insta/lation 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.
1 � • '
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 5013.3. Please note,if the makeup air quantity is negative,no additional makeup air wil!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 rigidJ 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 OWELLINGS
(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 oil
pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel
tion appliances appliances appliances
Column C Column D
Column A Column B
L
a)pressure factor 0.15 0.09 0.06 0.03
(cfm/sf)
b)conditioned floor area(sf)(including 5016
unfinished basements)
Estimated House Infiltretion(cfm):[1a 752
x lb]
2.Exhaust Capacity
a)continuous exhaust-only ventilation 110
system(cfm);(not applicable to ba-
lanced ventilation systems such as
HRV)
b)clothes dryer(cfm) 135 135 135 135
c)809'0 of largest exhaust reting(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 recirculatingsystem
or if powered makeup air is electrically Applicable
interlocked and matched to exhaust)
Total Exhaust Capacity(cfm); 485
[2a+2b+2c+2d]
3.Makeup Air Quantity(cfm)
a)total exhaust capacity(from above) 485
b)estimated house infiltration(from 752
above)
Makeup Air Quantity(cfm);
[3a—3bj -267
(if value is negative,no makeup air is
needed)
4.For makeup Air Opening Sizing,refer Not Re �Ci
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 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 in-
cluded.)
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.
,
, • .
' I
II
Makeup Air Opening Table for New and Existing Dwelling �,
Table 501.3.2 '
One or multiple power One or m�itiple fan- One atmospherically Multiple atmospherically I
vent,direct vent ap- assisted appliances and vented gas or oil ap- vented 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
Passiveopening 1-36 1-22 1-15 1-9 3
Passiveopening 37-66 23-41 16-28 10-17 4
Passive opening 67—109 42—66 29—46 18—28 S
Passiveopening 110-163 67-100 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
Passiveopening 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 ofstraight duct allowable.
e. 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 eledrically 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:
Explanaiion-If no atmospheric or power vented appliances are installed,check the appropriate box,not required. If a power vented
or atmospherically vented appliance installed,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.
' , i'
Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air �
lnfiltration Rate Method. For new construction,4b of step 4 is required to be filled out. !
IFGC Appendix E,Worksheet E-1 I
Residential Combustion Air Calculation Method I
(for Furnace,Boiler,and/or Water Heater in the Same Space) ,
Step 1:Complete vented combustio�appliance information. I
Furnace/Boiler: ,�00000
�Draft Hood �Fan Assisted ✓QDirect Vent Input: Btu/hr I
or Power Vent
Water Heater.
�DreftHood ❑✓ FanAssisted ❑DirectVent Input: �0�000 gtu/hr II
or Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 2736
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3
Step 3:Determine Air Changes per Hour(ACH)1
�x 19x18x8=2736
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 Sta�dard 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: 4000o Btu/hr
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: �OOO ft3
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 dreft appliances(RVNDA)
Total Required Volume(TRV)=RVFA+RVNDA TRV= �OOO + O _ 3000 TRV ft3
If CAS Volume(from Step 2)is qreater than TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)is/ess 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) 2736 �3000 -.91
Ratio= -
Step 6:Calculate Reduction factor(RF).
RF=1 minus Ratio RF=1- •91 = .09
Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000
Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area(CAOA):
Totai Btu/hr divided by 3000 Btu/hr per in2 CAOA= '4'���� /300o stu/hr per inZ=�3.33 inZ
Step 8:Calculate Minimum CAOA.
Minimum CAOA=CAOA multiplied by RF Minimum CAOA= �3.33 X .09 = 1.19 �nz
Step 9:Calculate Combustion Air Opening Diameter(CAOD)
CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13� Minimum CAOA= �'L� 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.
,
IFGC Appendix E,Table E-1
Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance)
Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft)
(Btu/hr)
Fan 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 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 9,50Q 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 CHECKLIST FOR RESIDENTlAL
� BUILDING PERMfT APPLICATION
f � �
PROPERTY LEGAL ill� -�� c, �IbLk �., �Ca�e���t 1�a�1��
DATE QF SURVEY: �� Z f-�/�'`
LATEST REVISION:
a�
�
c
c� ,
s
U
O z Q DOCUMENT STANDARDS
,� ❑ ❑ • Registered Land Surveyor signature and company
� ❑ ❑ • Building Permit Applicant
� 0 ❑ • Legal description
,� ❑ � • Address
,p ❑ ❑ • North arrow and scale
p' ❑ ❑ • House type (rambler,walkout, split w/o,split entry, lookout,etc.)
� ❑ ❑ • Directional drainage arrows with slope/gradient% °
,e( ❑ ❑ • Propased/existing sewer and water services&invert elevation
� � ❑ ❑ • Street name
,e' ❑ p • Driveway(grade&width-in R!W and back of curb,22' max.)
� 0 ❑ • Lot Square Footage
,0' ❑ ❑ • Lot Coverage
ELEVATIONS
Existin
,,� 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 utiliry trenches
,�' ❑ ❑ • Waferways (pond, stream,etc.) �
Proposed �
Ja' � 0 • Garage floor
� ❑ ❑ • Basement floor
� ❑ ❑ • Lowest exposed elevation (walkouUwindow)
� ❑ ❑ • Property corners
�' 0 ❑ • Front and rear of home at the foundation
PONDING AREA(if applicable)
❑ �d � • Easement line
❑ J�' ❑ • NWL
0 .B" ❑ • HWL
❑ � ❑ • Pond#designation
❑ �' � • Emergency Overflow Elevation �
❑ �'� • Pond/Wetland buffer delineation �
Y • Shoreland Zoning Overlay District
Y � • Conservation Easements
DIMENSIONS
,e' 0 0 • Lot lines/Bearings&dimensions
,,0' 0 0 • Right-of-way and street width (to back of curb)
,8' ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
� ❑ ❑ • Show all easements of record and any City utilities within fhose easements
�' ❑ ❑ • Setbacks of proposed structur and sideyard setback of adjacent existing structures
�' ❑ ❑ • Refaining wall requirements:
Reviewed By: Date �
G:/FORMS/Building PermitApplication Rev:11-26-04
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: � � � N� o �� m a � C��AT�'1'�'ICATE OF SU��VFY •
� W o QD z� � 5 N � N � �oR James R. �II, Inc.
' -` a z o n �� m� �� � � � �° � 1xR l�f?�� IJit� - yfA�11�510TA PLANI+�iS / ENqNEERS / SURVEYORS
�1 � N y °m � �•* � � � Lot 5 Bbck 8, DAKOTA PATH, ���n�42,SUI1E 12Q 6l#�ISVHLE,A1N 55337
O � m �x. "< ' PH01�: (952) 890-6044 FAX: (952j 890-8244
' .r N � � Oakata Gounty, Minnesoto
�
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12�
B I� V
� � � � � February 25,2015
Architecture
Interior Design
l.andscape Architecture
��,�;,,�r��� To: Mr.Jim Wenker
Schwieters Construction Inc.
Q°a`�"'3n 925 Fenway Blvd North
KrooS
vo�e� Hugo,MN 5503'8
Group
1ot..
RE; Post Cap Review
zzz �vor�,seco�,a scr��c DR Horton Hillcrest
Minneapolis, MN 55901
Telaphor.e: 612.339.3752 �
F�cs;mile: 612.339.6212 Eagan,�N:
ww�,v.bkvgroup.com
EQE
Dear Mr. Wenker:
I have reviewed the beain reactions,drawings, and pietures of the 3 ply 1-
3/4"x24"'LVL�Seai�a supported by a 5 lf"x7"PSL past. The LVL supplier
lias indicated that the LVL bea�n requires additional bearing thas�is
currently provided.The reactioii from the bearn is 17,7QO lbs.
Based on this reaction a.ild the cunent canfiguration, a Simpsou '
ECCQ66SDS2.S witll rotated straps should be placed on top af the PSL to
support the beain. The allowable reaction for this eap is 18,905 lbs which ',
exceeds the required loa�l fiom the beam, and also provides $ i/z"of
bearing.
If there are any questions regarding this connection or the letter,please
feel free to contact me at(612) 339-3752. I have attached the informatioil
which was provided n�e,and a cc►py of the Siin�son Hardware I ain
referencing.
Sincerely,
J Lazar PE
tructural Engineer
MN Lic. #42331
i
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�,�1��RFd :Tkfs product!s p�ete�aDla 10 slmllar cannee(nrs hecanse af ! � ! �
I t �`
� �. ��. a)asslerinstallallon,bJhfgheiloads,c)lowe�lnstalledcost ' W� { � yj�� . �
µ,�� � ar a com6(naflan atlhese leafuras. � � -
� . - -- -_- ._._I
��•���•'� Columtt Gaps'pravtde a high-capacity cunneclian tor column-6eam ;
combinal1ons.Th1s design uses Simpson Stropg Fe�Sirang•Drive°'SOS screws � �y�
to provide fasler lnsta1Ea11on and provides a greater net section area bi lhe column ,
compaied to bolts.T6e SDS screws provide tora Jowsr proGle cumpared to_ ( '
standard through bafts, ' �
MAIE�IAL:CCQ3,ECCQ3,GC04,CCQ4.62,ECCQ4,ECCa4,62,CCQ6; I
fCGQ6---7 gauge;a11 others--3 gauge
FINISH:Simpsan Stron�lie�pray p�lnt,avaiiabte in NOG;
CC00 and ECCOQ--no coating i �Y,
INSTALLATION: t�
. �lnsiall Simps4n Strong•Tie SOS'f,'x2�lz°wood screws,which are pravided � �
with the calumn cap,(tag screws wilt nof achiave the same load.)
•CCOQ and ECCO�cnfumn cap onfy(no sfrapsj may be urdered ior � � �
lield•we[ding to pipe or other columns.Rfineosiuns a�e same as ,� I tb
CCQ and ECCQ. wt '�I��� v°�i
•For rough cut lumber sizes,provlde dimensions.An pptiona!W2 dimensfoo ' �i
may he spec'rfied with 8ny column size given.(Note thaf the W2 dimension � ,` �ECCQAgSDS2.5 �GQA US2:6
an st`raps rotated 90°is limifed by fhe Wt dlmensirrnJ " ,
OPT[6NSs • '
•For e�d coaditloqs,specify ECCQ. � �
•Straps may be rntated 90°where Wi a W2 and for CGU5-6. � G C G� �O�t+-�0 ,qpt[anai GGO '
CODES:See Qage 13 for Code Relerence Key Gharf, wllh siraps ',
tated 90°
e 71�ese producls are arallable wiUr add'�tlanat conas/oe profecNon,kddNianal products on
ihfs page may also be availabfe svfth this apNon,check wilh Simpson SMOApdfe lor detalls.
_ Olmensians Na,ol' Allowable Loads tDF/SP) °
. Model Beam � SUSy"x211:" ..-CGQ � ECCQ Cade Modeallo,
Na: Wldth W� W2 H Sc�ews Uptilt Down Upiltt Oown R�t. (No leg5)
CG ECCQ Beam Pasi (160� (iQ0) (iBQ) {100)
� CCQ3-9SdS2.5 3%a 3l 3'/c 1i 7 i6 14 568a '1688Q 3685 6125 �,��Q�•SDS2.5
� � GCQ3-6SDS2.5 3Ya 3Y, 5h ii 8'�e 7 16 14 5680 9925d 3635 9625 �i� '
� GCQ445f]S2.5 4x 33'a -33'a 11 8'Iz 7 18 l4 5680 19028 9Q40 7B55 L4,
� GGQA65DS2.5 9x 3i/e S'�e �11 8r� 7 16 t4' 1i45 240$5 :4040 •12030 ��i CCOQ4-SQS2.5'
�',CC448SDS2.5 dx 3�/e 7'!' 11 8fe 7' i6 14 7t45- 24065. 9040 '1G405'
� CGQ4.&2-3.62SDS 4'/4 4�i`e 3:SS 11 9� i i6 id 588Q 19620 4�4Q 7655
�'GCQA,62-4.62SDS 4'h 4�s dla f# 8%r 7 1$ 14 5680 24454 '4094 9845 17Q CCOL14.62•SDS2s5 '
� CCQ4.62-5';50S4S 4h 4�/a 'S'� 11 8'h i i6 14 7143 28585 9090 12030 GCQ44-SDS2'.5
� CCQ5-4SDS2.5 5%a �'! •35/e 11 9'h 7 16 1A 5680 '28635 4040 10Q45
� GGil5-8SDS2,5 5Ye 5'/< '5� ti � 8'!z 7 18 14 7745 '28190 5535 f5765 CC0�5-SD52.5 ' .
� GCQ5-8SOS2.5 5'/e 5'/a 7'fr 11 8'h 7 i6 14 •7245 �3i570 5535 •21525 tl2,
4 � 6Au(�S� 6x 5'h 33� if ��. �7� 14 5880 26565 40A0 � �1 j
� CCQ66SD52.5 6x 5� 5'l: 11 � 7 i6 14 ' "3425i) 9 U i8905 �COQ6-5DS2:5
a �.�` . x x ' �I �"�'T1-0 815`"?iD�10 878D
� � GCQ6-7,13SOS2.5 6x 5'h 7'/a 11 8'h 7 1$ 14 7145 378f5 4040 24490 160 � '
? � CG�74SQ82:5 6�: 6i6 3�'e 11 Sh 7 t6 l4 5680 33490 -0040 t323Q MT
a. � CCQ7&5052.5 6� 6%a '5%x 11 8'/z 7 t6 14 7245 "37i25 5535 207$0 112� j�'
� LA, CCOQ7•5DS2.5
� � CCQ77SL1S2.5 $� 6'/e &% 11 8�/z T 16 14 -7245 415$0 5535 ,25515 F1� •'�
,.w-.. � GCQ785DS2.5 B'/. 8'le 7'!z i1 8'h 7 16 14 �7245 41580 5535 2$350
o � ccm.1-A50S2.5 7 7%a `3%a 11 B'h 7 ]6 14 .5680 3473Q 4090 18375
� � CCQ7.i-65DS2.5 7 7%r 5�h it &'/z 7 16 14 72d5 38500 5535 28875 CCOQ77-5DS2.5
a � CCfl7.1•7.1SOS2.5' 7 7'/a 7%a i� 8� 7 t& 14 7245 5]'750 5585 36750
�` � CCU7.1-8SDS2.5 7 7% 7% 11 8'h 7 16 14 7245 52500 5535 39375 ,
y � CGU86SDS2.5 8x 7'h 57x 11 8% 7 16 14 7245 Ai250 5535 25788 160 lypic�i CCQd6SQS2.5
� � GCQ88SD52.5 8x 7�h 7:� ii 8h 7 18 1A 7245' S1565 5535 35755 �COQS+SbS2:5 Installati0n
� � CC�96SDS2.5 8� 8'h 5'h 11' 8r4 7 18 19 7245 d8125 5535 �28350 CCOQ9-5DS2.5
a � CC498$OS2:5 8� 8'!e 7Yx f1 8� 7 16 14 7245 5390D 5535 36750
" � CCQIQ6SD52.5 fOX S'h 5Ys 11 8'h 7 i6' 14 7245 52250 5535 32&55 CCOQIO-SDS2:5
i,Upfrlt foads lrave besn increased for wtnd or eadhquake with no IartF[er tnereasa alPoweB:reduce where other'toads govem. �
2.Oown ioads may not bo increased tor short-term loading and sfrail not exceed lhe past capacily.
See pages 226 2271ar comman po-st ailowa6le loads.
:i� 3:Uplitt loads do aot appty to sptice cpndil[ons. ' r
4.5pifced condilions must be detalfed by the Desipner to lranster tension toads between spilced members by means olher than the cotumn cap. Mtq
5.Gnfumn sides a�e assumed to Ite i�the same vertical ptane ars the 6eam sides.CCQ4,62 models assume a mtnimum 3%'wide past. �
6.Siructurai compasite lom6et cafumns nave sldes lhat show ellher Ihe wide tace or the adges ol the lvmher strondsrvanesrs. �;
Vatues ln Ihe tabies reftect installatlon tnto"tlre wlde tace.See teehnical tiallelin'f SCLC6LUMN torvalues-on ihe narrow'tace(edga� �
(See p2ge 232(or detailsJ. �
7.ECCD uses 19-SDS s�rews Inro the beam artd tq-SD5 scrEVrs snro 16e post.
8.Beam deplh must be a minimum 7'. `"°-rv.,�fr""�
9,For 5%'angineersd fum6er,use CCQ BX ar EGGQ 6X models. CCOQ Instaftaltarl
10.CGpU wetded ta sleet coiumn wiil acfiieve sama toad as GGQ.Stael column widlfl sfiall nol be.less lhan beam widU�.NleIQ by Oesiqnei. On Steel CDIumD 63
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Address: 1314 Legends Ct Permit#: 128820
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The following items were/were not completed at the Final Inspection on: ' 1 �� G���
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Final grade - 6"from siding f
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Permanent steps—Garage
Permanent steps— Main Entry
Permanent Driveway � ' � V"
Permanent Gas x
Retaining Wall or 3:1 Max Slope �l
So See ed La
Traif/ Curr Dama�e-
Porch ��,��-
Lower Level Finish �j
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:
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