1457 Steeplechase Lane
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Permit
City of 1#:. I
Permit Fee:
3830 Pilot Knob Road '
Eagan MN 55122 , Date Received: 3 j
Phone: (65.1) 675-5675 / J I I
Fax: 651 675-5694 tC s~~" 1 Staff:
----------------J
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
iilr Site Address: I q S Sf~ /~t.~ir.•11 S1~ tA J fs- Unit
Name: TOLL FJIZO TH 9*411 l J t-. Phone: (0! 7) - 310 O %00 1
Resident/
Owner Address / City / Zip: 1 `I O Srewept4c,4 4t rF !,/k-Je, 0546AJ. Ngiy rrIAA
Applicant is: _X_ Owner X Contractor 9 a
Type of Work Description of work: NEW ~S►Air+✓r?~` 3~V~+lr Tr0Lde1.41PAt SLA1Ie.
17
G Multi-Family Building: (Yes / No
Company: Tc Lx. gao rs , ` ►S , /IUe'. Contact: 1,0P.J Hwso-.)
Contractor Address: 1110 Sr pt. tlY14t>E (AW#O-. City: j..AAa#4%J
State: _MA) Zip: S"Vol of Phone: 4D$rs •31s$=d1o01 (060 AV-007 ' 8101 -CA
License Qt--4 0 to b a Lead Certificate
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
Nf_hJ RIE 5 ►aXv.)rto1*-- T3W.J Mo,MK - L*ha #_A^r. 44 -
Q1~
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 X No If yes, date and address of master plan:
Licensed Plumber: SPXIAJy Phone: -4%63. %01%4
Mechanical Contractor: RAy 11. weureA oyAc. Phone: tot
Sewer & Water Contractor: bw E-JrCA- mf10•) Phone: i6r i ! 46o- 13 SS
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 City to
conclude that the are trade secrets.
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.gooherstateonecall.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 Minnesot State Building Code must be completed within 180
days of permit issuance.
x Too NILata-i
Applicant's Printed Name
Page 1 of 3
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation _ Fireplace _ Porch (3-Season) Storm Damage
Single Family - Garage _ Porch (4-Season) _ Exterior Alteration (Single Family)
Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi)
01 of 3 Plex Lower Level _ Pool Miscellaneous
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 ~j
Valuation Occupancy MCES System
Plan Review - Code Edition 7 SAC Units
(25%100% Zoning P, D City Water
Census Code Stories e9l~- Booster Pump
# of Units Square Feet L1. .7 ns
PRV
# of Buildings Length- Fire Sprinklers
Type of Construction Width
REQUIRED INSPECTIONS 11
Footings (New Building) Meter Size: I
Footings (Deck) Final / C.O. Required -
Footings (Addition) Final / No C.O. Required
Foundation HVAC _ Gas Service Test Gas Line Air Test
Drain Tile Other:
Roof: -Ice & Water -Final Pool: -Footings Air/Ga sts Final
y Framing Siding: -Stucco Lath Stone La -Brick
Fireplace: Rough in Air Test\~ Final Windows
Insulation Retaining Wally- Footings - Backfill _ Final
Sheathing Radon Control
Sheetrock Erosion Control
Reviewed By: Building Inspector
RESIDENTIAL FEES 9 ~ 9 , / , V , I ` ~r 4
l l ,J( 0
Base Fee flp
Surcharge
Plan Review f X Y I l ~1 "
MCES SAC
City SAC t 37(z(,W
Utility Connection Charge 617
S&W Permit & Surcharge
Treatment Plant
Copies ,n
V
T
OTAL'S
G.- - 7 qq~
c P gJ2of3
Date: 3/22/2013 Revision Date: 3/22/2013 New Construction
Site Information
Address 1: (qs7 5¢e~ivl~ ~,F E ~ Project Steeplechase of Eagan
Address 2: Wayzata plan Lot: #53 Block:
City: Eagan County: Subdivision:
Application Information
Business Name: Ray N. Welter Heating MN Contractor License
Contact Person: Joe
Office Ph: 612-825-6867 Fax: Cell Ph:
Address 1: 4637 Chicago Ave. So.
City: Minneapols State: MN. Zip Code: 55407
House Details
Square Feet: 4553 sq. ft. Avg. Ceiling Ht: 13.9 Number of Bedrooms: 3
ft.
Ventilation : Exhaust
Total Ventilation Capacity : 277 cfm.
Minimum Continuous Ventilation :60cfm.
Continuous Ventilation Provided: Exhaust: 60 cfm
Intermittent ventilation satisfied by OTHER exhuast appliance.
Combustion Appliance
Water Heater: Power Vent Input BTUs: 40,000 Independently Vented
Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 80,000 Independently Vented
Other Combustion Appliances
Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No
Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No
Exhaust Equipment
Exhaust Ventilation Capacity (cfm): 60 Clothes Dryer (cfm): 135
Exhaust Fan Rating (cfm): 400
Make-Up Air
No Make-Up Air Required by Code
Combustion Air
Minimum Combustion Air Requirements Met.
Applicant Name (print): ae, Signature/Date:///"
Code Official (print): Signature/Dat .
0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1
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Load Short Form Job: Toll 3 Plex r
wrightsoft, Date: March 21 2013
Lot 53 By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com
Project Information
For:
Design Information
Htg Clg Infiltration
Outside db (°F) -15 88 Method Simplified
Inside db (°F) 70 75 Construction quality Tight
Design TD (°F) 85 13 Fireplaces 3 (Average)
Daily range - M
Inside humidity 30 50
Moisture difference (gr/lb) 32 28
HEATING EQUIPMENT COOLING EQUIPMENT
Make Trane Make Trane
Trade Trane Trade XB13
Model TUC1B080A9421A* Cond 4TTB3024A1
GAMA ID 164848 Coil 4TXFH033AS3+*UD100R9V3
ARI ref no. 1052442
Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER
Heating input 80000 Btuh Sensible cooling 17220 Btuh
Heating output 74000 Btuh Latent cooling 7380 Btuh
Temperature rise 85 OF Total cooling 24600 Btuh
Actual air flow 820 cfm Actual air flow 820 cfm
Air flow factor 0.015 cfm/Btuh Air flow factor 0.044 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.93
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
LH Basement 1973 20405 3264 307 145
LH MAIN 1973 23339 13295 352 589
Room1 997 10685 1954 161 87
Lot 53 4943 54429 18513 820 820
Other equip loads 0 0
Equip. @ 0.93 RSM 17180
Latent cooling 1340
TOTALS 4943 54429 18520 820 820
Printout certified byACCA to meet all requirements of Manual J 8th Ed.
riglhtsoft- Right-SuiteO Universal 7.1.17 RSU11308 2013-Mar-21 11:3135
ACCK W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1
IN `?roll Architecture IN
April 15, 2013
Richard Kittredge
Steeplechase of Eagan - Carriages
1442 Steeplechase Lane
Eagan, MN 55122
RE: TBI Lots #053, 054, 055
Dear Rick,
For TBI Lots #053, 054 and 055, I have reviewed the construction documents for structural
integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall
wall" assemblies and lateral stability.
If you have any questions or concerns, please do not hesitate to call.
Sincerely,
Toll Brothers, Inc.
I t?er:Zb_y CZ-t ry t,1 L~,,!~ 3 Ian, spdci-
l C:s'], ,or r;ort was prepared by
ix~e c9r ~n ,:i ,-,y dinuct supe_ Vision
7 ,1 vt dutly d
under the
si:Yli.t,yi~~a.
Uignatare:
Lisa M. Grosse, P.E. Date M t3 Li a #44835
Assistant Director of Engineering
MN License#44835
CC: Sylvia Senseny
LMG/sy
SECR_1tr0032
AO 64610
EASE DIVISION
250 Gibraltar Road Ilorsharn, PA 19044 (215) 293-5300 FAX= (215) 293-5314
PHILADELPHIA e ORLANDO ■ DALLAS
A l1 rvth e C04,fP,4 'Y
IN Toll Architecture
April 15, 2013
Richard Kittredge
Steeplechase of Eagan - Carriages
1442 Steeplechase Lane
Eagan, MN 55122
RE: TBI Lots #053, 054, 055
Dear Rick,
For TBI Lots #053, 054 and 055, I have reviewed the construction documents for structural
integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall
wall" assemblies and lateral stability.
If you have any questions or concerns, please do not hesitate to call.
Sincerely,
Toll Brothers, Inc.
I h rf c: r !a t"',wt Ja ; plan, speci-
,M, or m to, prcpa; od by
MV C:!% -e.rv;Sjon
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~x3c:c:
Date « ( 3 Lic me P44835
Lisa M. Grosse, P.E.
Assistant Director of Engineering
MN License#44835
CC: Sylvia Senseny
LMG/sy
SECR_1tr0032
AO 64610
EASTERN DIVISION
250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 FAX: (215) 293-5314
PHILADELPHIA ORLANDO DALLAS
011 rate MUPIINY
rigsoft~ Load Multizone Summary Report DJob: ate: Tr►zz09s
By:..
Ray N Welter Heating Co w_
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com ~.w
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Heating Cooling
ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM
ft3 cfm Btuh/ftz fts cfm Btuh/ft2
Lot 53 30613 0.12 63 1.8 30613 0.05 26 0.1
Lot 55 23124 0.12 45 1.8 23124 0.05 19 0.1
Lot 54 26483 0.13 56 1.8 26483 0.05 23 0.1
Entire House 80220 0.12 164 1.8 80220 0.05 67 0.1
- -T
Load and AVF Summary
ROOM NAME Area Htg load Clg load HtgAVF C1gAVF
ftz Btuh Btuh cfm cfm `
LH Basement 1973 20405 3264 325 153
LH MAIN 1973 23339 13295 372 623
Rooml 997 10685 1954 170 92
Lot 53 4943 54429 18513 867 867
20458 3729 362 1711
Basement 1927 0
Main 1927 I 27354 13967 484 I 668
Lot 55 3854 47812 17696 847 847
Medina LH 1605 22209 9280 298 412
Medina Basemen t 1605 21472 3931 288 175
Lot 54 3210 43681 13211 587 587
Entire House 12007 145922 47699 2301 2301
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wrightsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 11:26:00
W:\WrightsoftHVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1
Building Analysis Job: Toll3Plex
wri htsoft° Lot 53 Date: March 21 2013 By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: oww✓.welterheabng.com
Project Information
For.
-.wwltw
D- • n Conditions
Location: Indoor: Heating Cooling
Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75
L Latitude- 837 ft Design TD (°F) 85 13
Latitude: 45°N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5
Dry bulb (°F) -15 88 Infiltration:
Daily range (°F) - 19 (M) Method Simplified
Wet bulb ) - 72 Construction quality Tight
Wind speed (mph) 15.0 7.5 Fireplaces 3 (Average)
•
Component Btuh/ft2 Btuh % of load
Walls 6.8 31076 57.1
Glazing 29.7 5537 10.2 Doors 24.6 1723 3.2
Ceilings 1.9 5508 10.1
Floors 1.7 4919 9.0
Infiltration 1.8 5665 10.4
Ducts 0 0
Piping 0 0 ~f6
Humidification 0 0 °."g,
Ventilation 0 0 All Adjustments 0
Total 54429 100.0
• •
Component Btuh/ft2 Btuh % of load
Walls 0.7 3110 16.8 Well 'ntema'Ga-
Glazing 45.5 8480 45.8
Doors 7.3 508 2.7 Other
Ceilings 1.1 3147 17.0
Floors 0 0 0
Infiltration 0.1 349 1.9
Ducts 0 0 Ceilings
Ventilation 0 0
Internal gains 2920 15.8
Blower 0 0 °oo,e
Adjustments 0 Glazing
Total 18513 100.0
Latent Cooling Load = 1340 Btuh
Overall U-value = 0.050 Btuh/ft2-°F
WARNING: window to floor area ratio = 3.8% -less than 5%. h
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wrigh'tsoft° Right-Suite®universal 7.1.17RSU11308 2013-Mar-2111:26:00
CCPi W:\Wrightsoft HVAC\Toll3 Plex.rup Calc= MJ8 Orientation = N Page 1
Component Constructions Job: Toll 3Plex
rightsoft" p Date: March 21 2013
Lot 53 By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: wVwv.welterheating.com
Project Information
For:
Design Conditions
Location: Indoor: Heating Cooling
Minneapolis/St. Paul, MN, US Indoor temperature ('F) 70 75
Elevation: 837 ft Design TD (°F) 85 13
Latitude: 45°N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5
Dry bulb (°F) -15 88 Infiltration:
Daily range (°F) - 19 (M) Method Simplified
Wet bulb (°F) - 72 Construction quality Tight
Wind speed (mph) 15.0 7.5 Fireplaces 3 (Average)
Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' Btuh(ft'-°F ft'-°F/Btuh Btuhfft' Btuh Btuh/ft' Btuh
Walls
12E-0sw: Firm wall, vnl ext, r-19 cav ins, 1/2" gypsum board int fnsh, n 228 0.068 19.0 5.77 1316 1.08 247
2"x6" wood frm a 568 0.068 19.0 5.77 3279 1.08 614
s 253 0.068 19.0 5.77 1461 1.08 274
w 499 0.068 19.0 5.77 2881 1.08 540
all 1548 0.068 19.0 5.77 8937 1.08 1674
15B-8s3c-4: Bg wall, heavy dry or light damp soil, concrete wall, r-8 n 264 0.074 8.0 7.38 1947 0.52 138
ins, 8" thk e 576 0.074 8.0 7.51 4325 0.58 336
s 297 0.074 8.0 7.51 2230 0.58 173
w 567 0.074 8.0 7.49 4252 0.58 327
all 1704 0.073 8.0 7.48 12754 0.57 974
15B-8s3c-6: Bg wall, heavy dry or light damp soil, concrete wall, r-8 n 387 0.073 8.0 6.96 2694 0.35 135
ins, 8" thk, 1/2" gypsum board int fnsh a 297 0.073 8.0 6.96 2068 0.35 104
s 387 0.073 8.0 6.96 2694 0.35 135
w 281 0.073 8.0 6.87 1929 0.31 87
all 1352 0.073 8.0 6.94 9385 0.34 462
Partitions
(none)
Windows ~w.
2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 n 48 0.350 0 29.7 1426 15.0 722
glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk in 33 0.350 0 29.7 991 15.0 501
e 8 0.350 0 29.7 238 56.7 454
s 16 0.350 0 29.7 475 30.5 488
w 56 0.350 0 29.7 1664 56.7 3176
w 9 0.350 0 29.7 258 56.7 492
w 16 0.350 0 29.7 485 56.7 926
all 186 0.350 0 29.7 5537 36.3 6759
Doors
11 P0: Door, mtl pur core type n 21 0.290 10.5 24.6 517 7.25 152
s 28 0.290 10.5 24.6 689 7.25 203
w 21 0.290 10.5 24.6 517 7.25 152
all 70 0.290 10.5 24.6 1723 7.25 508
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Ceilings
16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 veil ins, 5/8" 2949 0.022 44.0 1.87 5508 1.07 3147
gypsum board int fnsh
Floors
21A-24t: Bg floor, heavy dry or light damp soil, tile flr fnsh 976 0.025 0 2.12 2072 0 0
21 B-24t: Bg floor, heavy dry or light damp soil, full int ins cov, r-5 ins 1973 0.017 3.0 1.44 2848 0 0
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Wright ."ft Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 11:2600
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wrightsoft- Project Summary Job: Toll 3 Plex
Date: March 21 2013
Lot 53 By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: owwv.welterheating.com
Proiect Information
For:
Notes:
Design Information
Weather: Minneapolis/St. Paul, MN, US "
Winter Design Conditions Summer Design Conditions
Outside db -15 °F Outside db 88 °F
Inside db 70 °F Inside db 75 °F
Design TD 85 °F Design TD 13 °F
Daily range M
Relative fiumidity 50 %
Moisture difference 28 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 54429 Btuh Structure 18513 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 54429 Btuh Use manufacturer's data n
Rate/swing multiplier 0.93
Infiltration Equipment sensible load 17180 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 3 (Average) Structure 1340 Btuh~
Ducts 0 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ft2) 4943 4943 Equipment latent load 1340 Btuh
Volume (ft') 30613 30613
Air changes/hour 0.12 0.05 Equipment total load 18520 Btuh
Equiv. AVF (cfm) 63 26 Req. total capacity at 0.70 SHR 2.0 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
GAMA ID Coil
ARI ref no.
Efficiency 80AFUE Efficiency 0 SEER
Heating input 0 Btuh Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 °F Total cooling 0 Btuh x
Actual air flow 867 cfm Actual air flow 867 cfm
Air flow factor 0.016 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.93
Printout certified byACCA to meet all requirements of Manual J 8th Ed. -
wrigtrtsoft Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 11:26:00
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Job: Toll 3 Plex
W -lght ft. AED Assessment Date: March 21 2013
Lot 53 By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com
»
Project information
For:
,
7777-- 1
rrr+w.w
Design Conditions
Location: Indoor: Heating Cooling
Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75
Elevation: 837 ft Design TD (°F) 85 13
Latitude: 45°N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5
Dry bulb (°F) -15 88 Infiltration:
Daily range (°F) - 19 (M)
Wet bulb (°F) - 72
Wind speed (mph) 15.0 7.5
Test • forAdequate Exposure Diversity
Hourly Glazing Load
11,000
10,000
9,000--k-
8,000-1-
7,000--
0
6,000
5,000-11-
4,000
3,000-I'1k
2,000
1,000--
0 8 9 10 11 12 13 14 15 16 17 18 19 20
Hour of Day
/ Houdy / Average / AED limit
Maximum hourly glazing load exceeds average by 56.3°/x.
Zone does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 1721 Btuh (PFG -1.3*AFG)
wriightsoft Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 11:2600 - w -
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Plex
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2~ 203
Lot 53 Date: March 21
By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com
1 Room name Lot 53 LH Basement
2 Exposed wall 540.0 ft 194.0 ft
3 Ceiling height 9.0 ft 9.0 ft heat/cool
4 Room dimensions 1.0 x 1973.0 ft
5 Room area 4943.0 ft2 1973.0 ft2
Load Area (ft~ Load
Ty Construction l Or HTM Area l
number (Btul (Btuh/ft~ or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12E-Osw 0.068 n 5.77 1.08 297 228 1316 247 0 0 0 0
~--G 2 glazing, clr outr. 0.350 n 29.72 15.04 48 0 1426 722 0 0 0 0
~D 11 PO 0.290 n 24.62 7.25 21 21 517 152 0 0 0 0
W 2E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0`
11 1--G 2 glazing, clr outr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
1-D 11P0 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0
....~ww.-
W 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0
L-G 2 glazing, clr outr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 1513-8s3c-2 0.100 n 0.00 0.00 0 0 0 0 0 0 0 0
G 2 glazinq, Cl[ Ontl, 0.350 n 0 00 0.00 0 0 0 0 0 0 0 0
W 15B-8s3c-4 0.100 n 7.38 0.52 297 264 1947 138 297 264 1947 138
G 2 glazing, clr outr, 0.350 n 29.72 15.04 33 0 991 501 33 0 991 501
W 1513-8s3c-6 0 100 n 6.96 0 35 387 387 2694 135 0 0 0 0
W 1513-8s3c-6 0.100 n 0.00 0.00 0 0 0 0 0 0 0 0
I G 2 glazing, clr outr. 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 12E-Osw 0.068 e 5.77 1.08 576 568 3279 614 0 0 0 0
1G 2 glazinq, clr outs, 0.350 e 29.72 56.72 8 0 238 454 0 0 0 0
UJ 12E-Osw 0.068 e 0.00 0.00 0 0 0 0 0 0 0 0
I--G 2 glazing, clr outr, 0.350 e 0.00 0.00 0 0 0 0 0 0 0
I-D 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0
W 12E-Osw 0.068 e 0.00 0.00 0 0 0 0 0 0 0 U"
1D 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 n
W 158-8s3c-2 0.100 e 0.00 0.00 0 0 0 0 0 0 0 0
W 1513-8s3c-4 0 100 e 7.51 0.58 576 576 4325 336 576 576 4325 336
W 1513-8s3c-6 0100 e 6.96 0.35 297 297 2068 104 0 0 0 0
W 15B-8s3c-6 0 100 e 0.00 0 00 0 0 0 0 0 0 0 0
iG 2 glazinq clr outs 0 350 e 0.00 0 00 0 0 0 0 0 0 0 0
W 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0
G 2 glazing, clr outr, 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0
W D~ 15B~8s3c-2 0100 se 0.00 0 00 0 0 0 0 0 0 0 0~
W 12E-Osw 0.068 s 5.77 1.08 297 253 1461 274 0 0 0 0
~--G 2 glazing, clr outr, 0.350 s 29.72 30.51 16 0 475 488 0 0 0 0
I-D 11 PO 0.290 s 24.62 7.25 28 28 689 203 0 0 0 0
W 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 M
E-G 2 glazing, clr outr, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
I-D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0•
W 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0
IG 1 D-c2ov 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0
I--G 2 glazing, clr outr, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 O
I D 11 PO 0.290 s 0.00 0 00 0 0 0 0 0 0 0 0
W 15B-8s3c-2 0.100 s 0.00 0.00 0 0 0 0 0 0 0 0
W 158-8s3c-4 0100 s 7.51 0.58 297 297 2230 173 297 297 2230 173
W 1513-8s3c-6 0 100 s 6.96 0.35 387 387 2694 135 0 0 0 0
V, 15B- 8s3c-6 0.100 s 0.00 0.00 0 0 0 0 0 0 0 0
W 12E-Osw 0.068 w 5.77 1 08 576 499 2881 540 0 0 0 0
I-G 2 glazing, clr outr, 0.350 w 29.72 56.72 56 0 1664 3176 0 0 0 0
~D 11PO 0.290 w 24.62 7.25 21 21 517 152 0 0 0 0
W 12E-Osw 0.068 w 0.00 0 00 0 0 0 0 0 0 0 0
L-G 2 glazing clr outr, 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 1721 148
Envelope loss/gain 48764 15244 18673 3157
12 a) Infiltration 5665 349 1732 107
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 0 0
Appliances/other 2000 0
Subtotal (lines 6 to 13) 54429 18513 20405 3264
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 54429 18513 20405 3264
15 Duct loads 0% 0% 0 0 -0% 0% 0 0
Total room load 54429 18513 20405 3264
Air required (cfm) 867 867 325 153
Printout certified byACCA to meet all requirements of Manual J 8th Ed.
r wr.gr,~esor~e° Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 11:26:00
CF. WAWrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1
Plex
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53 Date: March 21
21 2013 Lot -»*rw
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com
1 Room name LH MAIN Room1
2 Exposed wall 194.0 ft 152.0 ft
3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 1.0 x 1973.0 ft 1.0 x 997.0 ft
5 Room area 1973.0 ft' 997.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft~ Load
number (Btuh/ft;~-°F) (Btuh/ft~ or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12E-Osw 0.068 n 5.77 1.08 297 228 1316 247 0 0 0 0
IG 2 glazing. clr outr, 0.350 n 29.72 15.04 48 0 1426 722 0 0 0 0
I D 11 PO 0.290 n 24.62 7.25 21 21 517 152 0 0 0 0
W 1217-0sw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0
11 ~-G 2 glazing, clr outr 0 350 n 0.00 0 00 0 0 0 0 0 0 0 0
1 D 11 PO 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0
VU 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0
L G 2 glazing, clr outs 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
J 15B-8s3c-2 0.100 n 0 00 0 00 0 0 0 0 0 0 0 0
G 2 glazinq, clr outr, 0 350 n 0.00 0.00 0 0 0 0 0 0 0 0
VJ 156-8s3c-4 0.100 n 7.38 0.52 0 0 0 0 0 0 0 0
-G 2 glazing, clr outr, 0.350 n 29.72 15.04 0 0 0 0 0 0 0 0 M w--
W 1513-8s3c-6 0.100 n 6 96 0.35 0 0 0 0 387 387 2694 135
W' 156-8s3c-6 0.100 n 0.00 0.00 0 0 0 0 0 0 0 0-~
I G 2 glazing, clr outr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 12E-Osw 0-068 e 5.77 1.08 576 568 3279 614 0 0 0 0 -
I G 2 glazinq, clr 01-ltr, 0.350 e 29-72 56.72 8 0 238 454 0 0 0 0
W 12E-Osw 0,068 e 0.00 0.00 0 0 0 0 0 0 0 0
~-G 2 glazing, clr outr. 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0
L-D 11 PO 0,290 e 0.00 0.00 0 0 0 0 0 0 0 0
W 12E-Osw 0 068 e 0-00 0.00 0 0 0 0 0 0 0 0
I D 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 -N-^
W 15B-8s3c-2 0.100 e 0,00 0.00 0 0 0 0 0 0 0 0 w
W 1513-8s3c-4 0100 e 7.51 0.58 0 0 0 0 0 0 0 0
W 156-8s3c-6 0.100 e 6.96 0 35 0 0 0 0 297 297 2068 104
W 156-8s3c-6 0.100 e 0.00 0 00 0 0 0 0 0 0 0 0
V-G 2 glazinq, Or outr, 0.350 e 0.00 0 00 0 0 0 0 0 0 0 0 -
W 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0
-G 2 glazing, clr outr, 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0
D III PC) 2
W 513-8s3c-2 0.100 se 0.00 0 00 0 0 0 0 0 O 0 0
W 12E-Osw 0.068 s 5.77 1.08 297 253 1461 274 0 0 0 0
~--G 2 glazing, clr outr, 0.350 s 29.72 30.51 16 0 475 488 0 0 0 0
I D 11 PO 0.290 s 24.62 7.25 28 28 689 203 0 0 0 0
W 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0
I-G 2 glazing, clr outr, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
I D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 «x
W 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0
~--G 1 D-c2ov 0.570 s 0.00 0 00 0 0 0 0 0 0 0 0
k--G 2 glazing, clr outs, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
I D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0
W 15B-8s3c-2 0-100 s 0.00 0-00 0 0 0 0 0 0 0 0
W 1513-8s3c-4 0.100 s 7.51 0.58 0 0 0 0 0 0 0 0
W 1513-8s3c-6 0 100 S 6 96 0.35 0 D 0 0 387 387 2694 135
W 15B-8s3c-6 0.100 s 0.00 0.00 0 0 0 0 0 0 0 0
W 12E-Osw 0.068 w 5.77 1.08 576 499 2881 540 0 0 0 0
I-G 2 glazing, clr outr, 0.350 w 29.72 56.72 56 0 1664 3176 0 0 0 0 a
1 D 11 PO 0.290 w 24.62 T 25 21 21 517 152 0 0 0 0 Ma ,
W 2E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0
t-G 2 glazing, CIF outs 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 1057 516
Envelope loss/gain 20221 10183 9870 1904
12 a) Infiltration 3118 192 814 50
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 0 0
Appliances/other 2000 0
Subtotal (lines 6 to 13) 23339 13295 10685 1954
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 23339 13295 10685 1954
15 Duct loads -0% 0% 0 0 -0% 0% 0 0
Total room load 23339 13295 10685 1954
Air required (cfm) 372 623 170 92
Printout certified byACCA to meet all requirements of Manual J 8th Ed.
-F+4- wr:gr,rtsort° Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 11:26:00
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4637 Chicago Ave S Right-Suite@ Universal
Minneapolis, MN 55407 7.1.17 RSU11308 ,..z
Phone: 612-825-6867 Fax: 612-825-2303 2013-Mar-2111:26:38
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Job Toll 3 Plex Ray N Welter Heating Co Scale: 1 : 176
Performed for: Page 2
4637 Chicago Ave S Right-Suite® Universal
Minneapolis, MN 55407 7.1.17 RSU11308
Phone: 612-825-6867 Fax: 612-825-2303 2013-Mar-2111:26:38
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Job Toll 3 Plex Ray N Welter Heating Co Scale: 1 : 176
Performed for: Page 3
4637 Chicago Ave S Right-Suite® Universal
Minneapolis, MN 55407 7.1.17 RSU11308
Phone: 612-825-6867 Fax: 612-825-2303 2013-Mar-2111:26:38
www.welterheating.com WAWrightsoft HVAC\Toll 3 Plex.rup
Duct System Summary Job: Toll 3 Plex
1"1 hts+coft' Date: March 21 2013
Lot 53 By:
Ray N Welter Heating Co
4637 Chicago Ave S, Minneapolis, MN 55407 Phone 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com
i
• • •
For:
I
Heating Cooling
External static pressure 0 in H2O 0 in H2O
Pressure losses 0 in H2O 0 in H2O "
Available static pressure 0 in H2O 0 in H2O -
Supply / return available pressure 0.00/0.00 in H2O 0.00/0.00 in H2O
Lowest friction rate 0 in/100ft 0 in/100ft
Actual air flow 867 cfm 867 cfm
Total effective length (TEL) 0 ft -
Supply Branch Detail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv -
Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk
LH Basement h 1089 108 51 0 0 Ox 0 ShMt 0 0
LH Basement-A h 1088 108 51 0 0 Ox 0 ShMt 0 0
LH Basement-B h 1088 108 51 0 0 Ox 0 ShMt 0 0
LH MAIN c 3326 93 156 0 0 Ox 0 ShMt 0 0
LH MAIN-A c 3324 93 156 0 0 Ox 0 ShMt 0 0
LH MAIN-B c 3324 93 156 0 0 Ox 0 ShMt 0 0
LH MAIN-C c 3324 93 156 0 0 Ox 0 ShMt 0 I 0
Room1-A h 9771 85 I 46 0 0 Ox 0 I ShMt 0 0
Return Branch Detail Table
Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk ;
rb2 Ox 0 867 867 0 0 0
0 Ox 0 ShMt
~ 1
-Hk wrightsort° Right-Su ite® Universal 7.1.17 RSU11308 2013-Mar-21 11:26:02
ACCK W:\WrightsoftHVAC\Tbll3Plex.rup Calc=MJ8 Orientation=N Pagel
4 LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION c
PROPERTY LEGAL: ~d'o
DATE OF SURVEY:
LATEST REVISION:
a~
c
R
t
V
a
O z Q DOCUMENT STANDARDS
,,2 ❑ ❑ . Registered Land Surveyor signature and company
❑ ❑ • Building Permit Applicant
Cry' ❑ ❑ . Legal description
❑ ❑ . Address
1/ ❑ ❑ . North arrow and scale
~,Z ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.)
❑ ❑ . Directional drainage arrows with slope/gradient %
❑ ❑ • Proposed/existing sewer and water services & invert elevation
-T ❑ ❑ . Street name
Ffr ❑ ❑ . Driveway (grade & width - in R/W and back of curb, 22' max.)
❑ ❑ . Lot Square Footage
❑ ❑ . Lot Coverage
ELEVATIONS
Existing
❑ ❑ . Property corners
❑ ❑ . Top of curb at the driveway and property line extensions
Jd ❑ ❑ • Elevations of any existing adjacent homes
❑ ❑ . Adequate footing depth of structures due to adjacent utility trenches
❑ ❑ • Waterways (pond, stream, etc.)
Proposed
❑ ❑ . Garage floor
❑ ❑ . Basement floor
❑ ❑ . Lowest exposed elevation (walkout/window)
~f ❑ ❑ . Property corners
❑ ❑ . Front and rear of home at the foundation
PONDING AREA (if applicable)
❑ ❑ . Easement line
❑ ❑ . NWL
❑ ❑ . HWL
❑ ❑ . Pond # designation
❑ ❑ • Emergency Overflow Elevation
,.T ❑ ❑ . Pond/Wetland buffer delineation
Y ~P . Shoreland Zoning Overlay District
Y ( • Conservation Easements
DIMENSIONS
❑ ❑ . Lot lines/Bearings & dimensions
,41" ❑ ❑ . 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)
❑ ❑ • Show all easements of record and any City utilities within those easements
❑ ❑ . Setbacks of proposed structure and s' ey rd setback of adjacent existing structures
❑ ❑ . Retaining wall requirements:
Reviewed By: Date
G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11
r
Certificate of Survey 11kole, TOLL BROTHERS
OF 1400 Corporate Center Curve
1453, 1455, 1457 STEEPLECHASE LANE Eagan, MN 55121
T
913
3:1 Maximum Slopea
or Retaining Wall WIN
~1 1
Be Required
e139 LP 56.1
ORTH r ' `h ` NWL=967.5
•HIWL=970.8\
o aJ ~h 2 rob
0 30 N jA4P `k~ o Jf `"1
co E ~i' ,
SCALE IN FEET X91gp t % ,j %,y6-0 9ss' .
Act
y~ / 00 O Gyt alp >p ' 0~
C
6.
f \ , g g.~9'S O 6' ~0 f 9141
- - oQ e T. 2 / tv 6' ` s e °
1\ ~ ca~o.o ~,~tx• ~q •p •w 9~
a~ 5 goo, ? f cF` • 5
1I
3• `ut / A 9
s ` ' rt 1 oop7 • A ! o`c/
01
l
ak d C \~1~ a' 976 X152 JINS
Cb.
E
i~ \ 1 6 ~ ~ 60 / 9169 -e
lb 6 s LO House
A Lookout elevation 973.5
O Prop. San. & Water Inv.
BENCHMARK \ ~O elevation = 962.5
Top Nut Hydrant Lots 1 and 2, \ s?d per'RLK plans dated 7/605
Block 3, Steeplechase ` p
Elevation = 989.17 feet (NGVD 1988)
AREA
Lot 2, Block 2 Area = 15,305 sq. ft. LEGEND
Total Condo area = 703,324 sq. ft.
20% Max. Coverage = 140,665 sq., ft. • = Iron monument found = Drainage Direction
Foundation Lot 1, Block 2 = 6931 sq. ft. ® = Offset iron -840 Prop. 10' contours from grading plan
Foundation Lot 2, Block 2 = 6930 sq. ft. - -842- = Prop. 2' contours from grading plan
Foundation Lot 3, Block 2 = 6930 sq. ft. = Drainage & Utility Easement - Existing sanitary sewer
Foundation Lot 1, Block 6 = 6709 sq. ft. x800.0 = Existing Elevation -<<= Existing storm sewer
Foundation Lot 2, Block 6 6709 sq. ft. Proposed elevation from grade _ 1 - = Existing water
Foundation Lot 3, Block 6 = 9073 s ft. or development plan 0 = Sanitary manhole
valve
Foundation Lot 1, Block 7 = 9074 sq. ft. -840-- Existing 10" contours Hydrant
Foundation Lot 2, Block 7 7106 sq. ft. -.842-- Existing 2' contours p = Flared End Section
Foundation Lot 1, Block 8 = 6676 sq. ft. oooooc~ = Retaining :Wall
Foundation Lot 2, Block 8 = -6815 sq. ft.
Foundation Lot 3, Block 8 = 6709 sq. ft. Bearings shown are assumed
Foundation Lot 4, Block 8 = 6709 sq. ft.
Foundation Lot 5, Block 8 = 9072 sq. ft.
Foundation Lot 7, Block 8 = 8879 sq. ft.
Foundation Lot 8, Block 8 = 8879 sq. ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS
Total Foundation coverage 113201 sq. ft. 1453, 1455 1457
Remaining coverage -Available = 27464 sq. ft.
Garage floor elev. _ 977.1 Garage floor elev. _ 976.4
CITY OF EAGAn Top of block elev. 979.1 Top of block elev. _ 979.1
Lowest floor elev. 970.3 Lowest floor elev. = 970.3
Lot 2, ' Block 2 Lookout elev. _ 973.5 Lookout elev. _ 973.5
STEEPLECHASE EWEDDRAWN: JAG CHECKED: HDN
Drawing File: 700\718-L2-B2.DWG
By
OF EAGAN Daw Project No. 2006-408-L
Subject to easements of record, if any.'G' IE.NGti!>CEJti1~+IG DEPT.
I hereby certify that this survey, plan or report was prepared by~ 6100 Blue Circle Dr.
me or under my direct supervision and that I am a duly Licensed Suite 100
Land Su eyor under the laws of the State of Minnesota. Minnetonka, MN.
/ ~ Lzv Phone: (952) 933-0972
4/1/2013 Fax: (952) 933-1153
Henry D. N son, M License No. 17255 Date wvvvv.rlk-kuusisto.com
Revised: 3/25 0 New Building 6110 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343
Apr 01, 2013 12:01pm
G ❑Toll Broth ers-SurveY02006-408-Lt7dwg07000Revised Lot Certificates oBlock 2 - Lot 202006=408-L 718 Block 2 - Lot 2.dwq
4111,1
City of Eagan
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
kt202013
Use L, is or BLACK Ink
For Office Use.
Permit #:
Permit Fee: 1
Date Received: 5
Staff:
2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION*
Date: ra) Site Address: /11 S3 Act' `tet' Z.c>i^e
Tenant: 45-jE'C-'0 k Ch.c4Sc i 1
Suite #:
Property Owner
Name: 41.--1Phone:
Address / City /Zip:
Applicant is: Owner Contractor
Type of Work
Description of work:
Construction Cost: Estimated Completion Date:
Contractor
Name: al /TA it-T—i; /-Q'1 pc ,G1I�. License #: 6 -c#75
Address: 51 5 _A;, V�
AAtke_W City: -
'.,
State: ,%.^,) Zip: 55'03 Phone: LeS1. ASN 1gIre)
Contact: Email:
FIRE PERMIT TYPE
Sprinkler System (# of heads 6 )
WORK TYPE
New_ Addition
Fire Pump
Standpipe
-P--
Alterations Remodel
_ Other:
Other:
DESCRIPTION OF WORK:
_ Commercial i /.� Residential Educational
_
f
FEES
$55.00 Minimum
$1 million, please call for Surcharge
Contract Value $ / 1 (--) 06
x 1%
*If the project valuation is over
= $ / / 3'- ` - Y Permit Fee
= $ 5.00 Surcharge*
= $ / / 1 T�' TOTAL FEE
3/4" Displacement Fire Meter - $245.00
= $ Fire Meter
= $ TOTAL FEE
s and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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.
45040 (
x
Applicant's Printed Name
x
Applicant's Signature
IRED INSPRCTtONS
Hydrostatic Flow Alarm Drain Test
Pump Test Central Station
Cityofa�all
Address: 1457 Steeplechase Lane
Zip: 55122
Permit #: 109970
The following items were / were not completed at the Final Inspection on: JCS. hkAAD
Final grade - 6" from siding
Permanent steps — Garage
Permanent steps — Main Entry
Permanent Driveway i 5 ti. “-
opt' hV.vt l5fi 44--
Permanent Gas
X
Retaining Wall or 3:1 Max Slope
Sod / Seeded Lawn
Trail / Curb Damage
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.
• CaII the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector: Ve,k--e.4-k^1V4€,tn,k4Vt,s
G:\Building Inspections\FORMS\Checklists