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1310 Legends Ct g� ��ly��a �?��/. S3 . . . i 1 � � F'l�P !c�a.v.: . .---- Use BLUE_or BLACK ink � . P`' �� oo°� . . m F �� For Office Use � " s 7 �.g3 � d��a- � �� iJ� �� I Permit#: � i � � � Permit Fee: c� � ` �• I 3830 Pilot Knob Road �� r_ Eagan MN 55122 REC� � Date Received: t�� j Phone:(651)675-5675 �'� '��11�. � � fax:(651)675-5694 �UN I Staff: �� I S'� t,� .�, i`��l � '----------------� 2014 RESIDENTIAL BUILDING PERMIT APPLICATION �� . � �` Date. � Site Address: ��J�� ?Ul�� Unit#: Name: �, �7?iU� , �/�G Phone: ��-'��J�'�� Address/City/Zip: �I�� /��/�D� K��i�1A , ��1�/1--� �'� J�'Z Applicant is: Owner Contractor L'� -� � � � �� Description of work:�J� �%iti�L-� �i�'1►'�2 L.a� �� Construction Cost: �p� Muiti-Family Building:(Yes /No ) Company: D�/2. tJt7!�-7?� Contact: „��'l�k � tTf3X�/D Address: �9'1'YJ E �}S �6�I(��l — City: ; State: Zip: Phone: License#: � � � Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) j✓�t,A ��71��'C�lai✓ 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? l�Yes _No If yes,date and address of master plan: �(��f��f�'C�� U110 � ��,� /`� Licensed Plumber: �� Phone: �� 4 73'-° ��7 Mechanical Contractor: ��r Phone: ��3��'�'�2'z`"(�a� Sewer 8�Water Contractor: �7�{� ��l1'1,�//t)L� Phone: �s]��' 8 8 7 " 7�� / ��y�� `��.� � . z ti� €.� �� r� r: x, �: �.::<� 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.goaherstateonecall.ora 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 buildi�g permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. X L�� 1�� : X Applicant's Prirsted Name Applicant's i ure Page 1 of 3 . , � r . DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Sir�gle 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 applicarrt DESCRIPTION �� G�rC-t/ Valuation � / � 1 Occupancy "� � � 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 ��i Fire Sprinklers Type of Construction Width � REQUIRED INSPECTIONS � Footings(New Building) Meter Size: Footings (Deck) � Final/C.O. Required Footings (Addition) Final i No C.O. Required � Foundation HVAC_Gas Service Test Gas Line Air Test Roof: _Ice 8�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: Reviewed By: �� , Building Inspector RESIDENTIAL FEES *� /� � �'"�,� , �� 4•.�'`�" � �'�! � � � t�3 �� 1 J � � Base Fee � � �{ � �"�� Surcharge �n �� L� � � k 9 5�, 7� �I �� 1�°� Plan Review ' � � � MCES SAC �� ' / �� City SAC Utility Connection Charge �!� Q n� � � � �� % S 5�p S8�W Permit 8�Surcharge _ �b � Treatment Plant �� `� t,� � � � � `i.�� r �� ,G'� Copies `,�,� ��}7i / v TOTAL V � ��(�� Page 2 of 3 � ��{ �l�- tt�ew�C�nsr��ucti�n Energy Code Gompliarice•�e�tifica�e ., � ` . : ...:, . _.. ' Per Nl i 01.8 Building Certificate.A building certificato sLall be posted in a pennanendy visible location inside Dste Certlttau Posted . ' the building.The certificate shall be completed by the builder and shall Gst infocmation and values of components6stedinTab1eN1101.8. P�qC@ yOUC MaWngAddressoft6eDweWngorDweOingUoit � - � 'ogo here 1310 Le ends Ct Ea an Name ot Resideutial Coutnetor MN Lkease Namber DRHorton Communily p��p HERMAL fNVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) ° � � ��"�\ ?�� ' � E" ^�" m E �� i `�. <: p ,� �� .;� 7� ' .d . - ..�, :�<.. „ �.�..: ..,;, y � ? � V d � a � v ? Q Oa 04 a�i V b �; � a � � e � " u" � S insulafion Locaf'wn P4 •� o U g W � � � � � '�a"o '�o"o _ [-° � z w � w° w° � i� w Other Please Describe Here , �\�y -. ,�� }',�� >c� - �d --:..... .. �,, ��. �k .-�,„�, �+F �.�. �.�� .-. ,.."f�,F� ,':'- ii��.``-^`„r ,:: ,n� „r.- 3.��' � �'.� ,,.?s��Z,Y � �� M�� .,, ..: ;,,F .., ;,,. ,.... , .. .. ..�.x. ,...: .... .a...:._.... Foundation Wall R-5 X EXTERIOR , � � :„ ,�, �� F � � �, �' �. �. '.��r�t, �� o r:< :� ��. �;',, ��.. �� ,,, :.. < . : � �., �... . .._. . M .y ,,. .,,., _.; Rim Joist(Foundation) R-'I Z X INTERIOR Iti1n,� .��"I� . �u. �" �,k � � � s e \ ��: x, � ��r �' R h '�. .... ,.', = a� ` .... .. .. .... ..... :.: a ,� � : , .. ��- ��.. . �. �'aall R-19 X ,.;: � , K � ��r, .';' ��.,,,:.' ..., ,' � y;" �� <.. \,, �£ �er,`��'a'` �`:, �� '�� + t :��... ,c Ceiling,vaulted R-44 X ,.., <�. �a: , �a `�t�'�t�a ��r�ttit��Y�r�ci�� .,.: _,� �' : `� ` j,� '� x ��.. �.� �4.. Bonus room over garage R-33 X X ..,.,,,. �.#��LC1"� °g \�: .;�, yi �' r=„ ` �: � �: � �c �� . � . �� ' v - ' � �� - ... ...... ... ...... ... ,,,..., y, �.. . �..'.°hti... .. .. �... \� ; \ .� �ndows 8 Doors eating or Cooling Ducts Outside Conditioned S aces Average U-Factor(excludes sky[ights and one door)U: 031 Not applicable,all ducts located in conditioned space Solar Heat Gain Ccefficient(SHGC): 0.28 -8 R-value MECHANICAL SYSTEMS Make-up Air��Select a Type Appl'wnces Heating System Domestic Water Heater Cooling System Not required per mech.code �,��, �, x� � �.. � p \:\'� ��: �. V � , � /��:_. / � �.��\ q,� - �� /l � \ y-. `\ p .�.�. �., .fiF� I� .��• `,:�,^ 3�,�.... '� PBSSIVO 1Kanutacturer CARRIER Intelli-HOT CARRIER Powered x� �. ��- ��ti, � � �,� � �" y � � � � �,„ � . '�� „ � wnth e�aust device. �z °;�",� Interlocked �. '.ti�. � �. ��` � ��,+��?, Describe: Input in 80000 Capacity in Tankless• �"��'" 3 Other,describe: Rating or Size BTUS: Gallons: Tons: � ��: � •v.: a�\'' \ \� � �� y �'� \.� ;: �� a f� ,�� I.ocation of duct or system - �, � ked �� , � ..�s �F,�r:�� ,. � AFUE or , . ,, , .�,.. . � 92 SEER� � 13 HSPF% Calculated 28563 Efticienc coo' load: Cfm's "round duct OR Mechanical Ventilafion Sysfem "metal duct Panasonic FV08VKM 80 cfm&FV08VKML 80 cfm(with lite)WhisperGREEN fans set at 50 cfin continuous.Fans Combustion Air Select a Ty up to 80 cfm Upon motion sensing for 30 minutes.JNJ gets Pansonic FV08VSI.2 80 cfin fan/light Not required per mech.code Select Type Passive Heat Recover Venrilator(I-IRV) Capacity in cfms: Low: High: Other,describe: - Energy Recover Ventilator(ER.�Capacity in cSns:� Low: High: Location of duct or system: Contiauous exhausting fan(s)rated capacity in cfins: Pan.FV08VKM3 80 cfin&FV08VKML 80 cfin fU�f18C@ POOfTI ` Loca6on of£an(s),describe: Master bath&Full bath respec6vely � Cfin's - � - � Capacity continuous ventiladon raie in cfms: . �. ,: 100 , _ ., ,��round�duct OR' -. Total ventilatien(intermittent+eontinuous)rate in c&ns: 240 "metal duct 1310 Legend Ct HVAC Load Calculations for DRHorton Lakeville, MN Prepared By: Todd Boyum Sabre Plumbing&Heating 15535 Medina Rd Plymouth, MN 55447 763-473-2267 Friday, May 30,2014 �- � Rtivac is an ACCA approved Manual J and Mar�ua4 �computerprogram. � � � - Calculations are�performed�per ACCA Man�.�al,18th Edition, Version 2, �nd ACCA Manual D. " � � i : :.. .��. Y�{ L / .- _ 2 �� j:...�#�....�� .,:$iA'Fi1��../ ' . ..�� d1 0� / � � .. . _� ..�,: _>______, . . <......,�.� �A'{,✓�:v�i� __;�_ �_-_____=_� :.__. . ''�y' ^�6'C'� ,��"�» Project Title: 1310 Legend Ct Designed By: Todd Boyum Project Date: 5/30/14 Client Name: DRHorton Client City: Lakeviile, 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 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces Northwest Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains �y Bulb Wet Bulb B�Ldldm Rel.Hum �Bulb Difference Winter: -15 -12.38 n/a 30% 70 27.02 Summer: 88 73 50% 50% 75 35 Total Building Supply CFM: 1,083 CFM Per Square ft.: 0.247 Square ft. of Room Area: 4,387 Square ft. Per Ton: 1,843 Volume(ft3)of Cond. Space: 36,536 Total Heating Required Including Ventilation Air: 72,649 Btuh 72.649 MBH Total Sensible Gain: 23,118 Btuh 81 % Total Latent Gain: 5,444 Btuh 19 % Total Cooling Required Including Ventilation Air: 28,563 Btuh 2.38 Tons(Based On Sensible+Latent) 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 5336- 1310 Legend NW frt.rh9 Friday, May 30, 2014, 4:46 PM : . � r f ` : �� .. ��' T'�,, : �'�a a ��'s ��?'�ev1�� !'�` * '`�� v�� %A �.�,� ,� x < y `� � � s�.. ,� Net ft? Sen Lat Net Sen Ht� CI� q�t Duct Scope Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building _ � 2 38 7 843 4 387 23118 5 444 28 563 72 649 872 1 083, 1 083 System 1 2 38 1 843� 4 387� 23118 5 444 28 563 72 649 972 #,�� 1,083� 12x16 _ ... .,... _ _..�. __..� _ __<.. ..._ _....,,. _.�_ �_<�... ._. .. _ .�.... �.�� ...�... . Duct Latent 350` 350: . . Humidification _. _ x . 3 320 _ _ _. i Zone 1 4 387 23118, 5,094 28 212 69 329= 972 1 083 12x16 _ __ _.._ _�. ._ � _ 1 Basement __ _ _ m � 1.440 3.734` �632 4 366 21 847 306 � �7� 175 2 5 ___ _ _ __ � ___ 2 Main floor ' 1 440 12 488 3,358 15$46 25 6$8 I 360 �� 585 6--6 __. . _ �..__.. _�_.. _.. __ ...... . . ...� ._. _...... _� ._.._ __ _�__�_ ,. 3 2nd floor 1 507 6 897 1,104'. 8 001 21,794, 306 �3 323 3-6 _.,_.,,...._ ...._._. . �� _..... . �....�_....., . _ ��.�. ..._,. . �....__._ ..............�......_..._.,,._ �..__..., ___..._�,. _,,,. � ? C:\...\DRH 5336- 1310 Legend NW frt.rh9 Friday, May 30, 2014; 4:46 PM . �� . .,,,,��s„� # ��G�_�. ��i.'��,�..% '; ..�_�,....�i ._.._. ��l�..�.. �i�... ,., <<-i �`�: ` , r . 9��..r..qP-- �F� . .. :. _ ., .. .�� .._.....< .....--�: .. .. �: ,.i. ::: DRH LowEE 2929: Glazing-DRH Windows, u-value 0.29, 88 2,169 0 2,406 2,406 SHGC 0.29 DRH LowEE 3328: Glazing-DRH Windows, u-value 0.33, 45 1,263 0 1,218 1,218 SHGC 0.28 DRH LowEE 3228: Glazing-DRH Windows, u-value 0.32, 226 6,148 0 5,371 5,371 SHGC 0.28 DRH LowEE 2924: Glazing-DRH Windows, u-value 0.29, 12 296 0 279 279 SHGC 0.24 DRH LowEE 3031: Glazing-DRH Windows, u-value 0.3, 10.9 278 0 272 272 SHGC 0.31 11 K: Door-Metal-Fiberglass Core With Storm 20 612 0 173 173 11J: Door-Metal-Fiberglass Core 17.8 907 0 256 256 12E-0sw:Wall-Frame, R-19 insulation in 2 x 6 stud 3132.3 18,104 0 3,279 3,279 cavity, no board insulation, siding finish,wood studs EXT R-S-4':Wall-Basement, Custom, Rigid R-5 Styro- 96 1,632 0 0 0 foam to top of footing-EXTERIOR PERIMETER-4' wall .15B0-5sf-8:Wall-Basement, , R-5 board exterior 910 6,620 0 164 164 insulation to footing, no interior finish, 8'floor depth RJ-12.2:Wall-Frame, Custom, Rim Joist-interior R-12.2 490.7 3,422 0 622 622 spray foam 16B-44: Roof/Ceiling-UnderAtticwith Insulation on Attic 1579 2,953 0 1,667 1,667 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-32: Floor-Basement, Concrete slab, any thickness, 2 1440 2,448 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide P-32 R-32: Floor-Over open crawl space or garage, 234.7 598 0 56 56 Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover 20P-30-c: Floor-Over open crawl space or garage, 29 86 0 8 8 _....__Passive,._R-30.._blanket._insulation,_,carpet_coy_ering_. _........ _._._ _._ __... _. Subtotals for structure: 47,536 0 15,771 15,771 People: 6 1,200 1,380 2,580 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 2,612 350 617 968 Infiltration: Winter CFM: 211, Summer CFM: 138 19,181 3,211 1,920 5,131 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 100, Summer CFM: 100 _Humidifcation._(Wint...e...r)_9_.05.ga1/day._�........................._._...... _..........._.........._................................._..............._.._........._.3,320......._._.....__............._..._..........._0........................................._..... 0 0 System 1 Load Totals: 72,649 5,444 23,118 28,563 Supply CFM: 1,083 CFM Per Square ft.: 0.247 Square ft. of Room Area: 4,387 Square ft. Per Ton: 1,843 Volume(ft3)of Cond. Space: 36,536 Total Heating Required Including Ventilation Air: 72,649 Btuh 72.649 MBH Totai Sensibte Gain: 23,1�8 B�u�h 81 % Total Latent G�in: 5,444 �tuh 19 °/a 7otal Cooling Required Including Ventilation Air: ' = < 28,5�3 'Btuh 2.38 Tons(Based �in Sensible+Latent) Rhvac is an ACCA approved Manual J ar�d Mlanual D computer program. C:\...\DRH 5336- 1310 Legend NW frt.rh9 Friday, May 30, 2014, 4:46 PM , � ` 4..'. ' ��' ..,_�.•�:. � :. -c" ; � . . . v St� � ,, �� €�S � �'C� =� �� , �,�ff � � _ , y � . � , . � ` : 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 5336- 1310 Legend NW frt.rh9 Friday, May 30, 2014, 4:46 PM � r Site address 1310 Legends Ct, Eagan °a� 5-28-14 Contractor Sab1'e P & H �mBY ted TOdd B. Section A Ventilation Quantity (Determine quantity by using Table N3304.2 or Equation 11-1) Square feet(Conditioned area including Basement—finished or unfinished) 4387 Total required ventilation �80 Number of bedrooms 5 Continuous ventilation 90 Directions-Determine the total and continuous ventilation rate by either using Table NI104.2 or equation 11-1. The table and equation are below. Table N1104Z 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 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 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 4001-45� 120/60 135/68 150/75 165/83 180 9 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery 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 mechan�cal ventilation system intended to be continuous may have automatic cycting G�ntrols providing the average ffovv rate for each hour is met. G:\SAFETYWIQVent-makeup-comb air submirial(2).docx , S��tio� � - , Ventilation Method (Choose either balanced or exhaust only) �Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recov- Q Exhaust only ery Ventilator)—cfm of unit in low must not exceed continuous venti- Continuous fan reting in cfm lation rating by more than 100%. Low cfm: High cfm: Continuous fan rating in cfm(capacity must not exceed ,�o0 tontinuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,ba/anced or exhaust on/y. ealanced ventilation systems are typical/y HRV or ERV's. Enter the low and high cfm amounts. Low 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 FV08VKML WhisperGREEN Full Bath 50 80 Panasonic FVOSVKM WhisperGREEN Master Bath 50 80 Panasonic FV08VSL Jack-N-Jill 80 Directions-The venti/ation 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 equal to or greater than the low m air rating and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may a/low the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe o eration 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 adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for p/acement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends. If an ERV or HRV is to be installed,describe how it will be installed.lf it will be connected and interfaced with the air handling equipment,please describe such connections as detoiled in the manufactures'installation instructions.!f 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. Directipns-:�n order to�determine the makeup air, Table 501:3e1..must�ie fillee�out(see below): For most new insta/lations,�ofun►n R wil!be appropriate,however,if atmospherically vented appliances or solid fuel app/iances are installed,use the appropridte:co/umn. for existing dwellings,see IMC501.3.3. Please note,if the makeup airquantity is negative,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,rectangu/ar,flex or rigid)to the last line of section D. The make-up air supp/y rv►ust be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for caiculations) One or multiple power One or multiple fan- One atmosphericaily vent Multiple atmospherical- vent or dired 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 1. a)pressure factor 0.15 0.09 0.06 0.03 (cfm/sfl b)conditioned floor area(s�(including 4387 unfinished basements) Estimated House Infiitration(cfm):[la 658 x ib] 2.Exhaust Capacity ` a)continuous exhaust-only ventilation �� system(cfm);(not applicable to ba- lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)8035 of largest exhaust rating(cfm); Kitchen hood typicaily 24� (not applicable if recirculating system or if powered makeup air is eledrically 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 electricaily 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 Ret��d to Table 501.4.2 M 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 appiiances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmosphericaily vented appliances may also be in- ciudedJ C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appiiance per venting system or one solid fuel appliance. 0. 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. . Makeup Air Opening:Table for New and Existing Uwelling � . � . , Table 501.3.2 , One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap-, Duck di- . pliances,ar 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 Passiveopening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passiveopening 110-163 67-100 47-69 29-42 6 Passive opening 164—232 301-143 70—99 43—61 7 Passive opening 233—317 144—195 300—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized dam er Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be 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 ❑ Other,describe: Exp/anation-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 below). Please enter si2e 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 Mi�►nesQta Fuel Gas Code method to;calculate to size of a.required combustion air opening,is ca/led the'Known Afr • - Infiltration Rate Method. For new construction,46 of step 4 is requireal to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step i:Complete vented combustion appliance information. Furnace/Boiler: �Draft Hood �Fan Assisted ✓QDired Vent Input: Btu/hr No C/A required or Power Vent Water Heater: �Draft Hood �Fan Assisted �Dired Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all wmbustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft; Volume(TRV) If CAS Volume(from Step 2)!s 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: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft; Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draR appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft' Required Volume Naturel draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= + — TRV ft3 If CAS Volume(from Step 2)is greater thon 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)divlded byTRV(from Step 4a or Step 4b) Ratio= / _ Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- _ Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total etu/hr input of all Combustion Appliances in the same CA5 Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per inZ CAOA= /3000 Btu/hr per inZ= inZ Step 8:Caiculate Minimum CAOA. Minimum CAOA=CAOA multlplied by RF Minimum CAOA= x = in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 muliiplied by the squaie root of Minimum CAOA CAOD=1.13 V Minimum CAOA= in.diameter go up one inch in size if using flex duct l if desired,ACH can be determined using ASHRAE caiculation or blower door test.Follow procedures in Section G304. , , , . . ,.. � .. IFGG Appendix E,TaWe�E-1 : . . Y:Residential Combustion air(Required Interior Volume Base.d on InputRating of Appliance) � _: . Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 S00 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 SS,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 5,250 305,000 5,250 7,875 3,938 11,025 5,513 310,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 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 priar to 1994.The default KAIR used in this section of the table is 0.40 ACH. � t� : . - '..w� � �:�- . � , . , -�.� � , � �'� � ,� � � � u�t r � � � � u. p: � � � � �;� � n, � � - a � � � �i �` �. � � i � ,�_1", ! �- �' � � ':. t u�s-ur �, ao• x �a��an• i i': 1+�; �> H � ----- -.—._.._..- ------ ---__ _.._-- _ _----- m K B ^j � ' ' ' _..__ ... __ . . ..... ...... . . . ... -: - 9 _: �_ .. _ .._. _�..--� .. nmdm _ ___ � o � w _- _ L ...... K.. .... ... � �.._.... . . .. ._... _... B .. ... � ' K 1 I _ a � � row __ rro � m _ K , I I ,_ _ B _ _ _ _ a K I I B _ -.. rnooy �M N � .... .___.0 ..... ._...._ _ . _.. ........... .... ... ___ ... : ...._. �� ........_...... Q . .._.. .. ..... . N '1 �'J � _.. 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O W 01 F� � . . ,. . � � 4 + � � LOT SURVE�CHECKLIST FOR RESIDENTIAL BUILDENG PERMIT APPLICATION PROPER7Y LEGAL: "``�� .��('� � �"-�� "� DATE QF SURVEY: �� LATEST REVISION: a� a� c � � L U o z a DOCUMENT STANDARDS . �J p ❑ • Registered Land Surveyor signature and company �' ❑ p • Building Permit Applicant ,� ❑ ❑ • Legal description �' 0 0 • Address �' ❑ ❑ • North arrow and scale �° ❑ ❑ • House type (rambler,walkout, spiit w/o,split entry, lookout,etc.} � ❑ ❑ • Directional drainage arrows with slope/gradient% ,e( ❑ p • Propased/existing sewer and water services&invert elevation • � ❑ ❑ • Street name � ❑ ❑ • Driveway(grade&widfh-in R/W and back of curb, 22' max.) ,� � 0 • Lot Square Footage ,0' ❑ 0 • Lot Coverage � • ELEVATIONS Existin � � 0 • Property corners � ❑ p • Top of curb at the driveway and property line extensions p I�7 ❑ • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches p � ❑ • Waterways(pond, stream,etc.) Proposed � �,�' ❑ ❑ • Garage floor �1 0 0 • Basement floor �j ❑ ❑ • Lowest exposed elevation (walkout/window) ,� ❑ ❑ • Property corners � p ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ � ❑ • Easement line ❑ ,�( ❑ • NWL ❑ ,� 0 • HWL ❑ ,� ❑ • Pond#designation ❑ �' p • Emergency Overflow Elevation � ❑ � ❑ • PondlWetland buffer delineation Y (I� • Shoreland Zoning Overlay District Y � • Conservation Easements DIMENSIONS �` ❑ � • Lot lines/Bearings&dimensions � ❑ ❑ • Right-of-way and sfreet 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 � ❑ ❑ • Sefbacks of proposed structure and side ard set ack of adjacent exisfing structures � ,�` 0 • Retaining wall requirements: Reviewed By:� � Date � .�6/�� G:lFORMS/Building PermitApplication Rev.11-26-04 � � . � � - � (� NL�!S . � � -, 4 �� a� y^ n � . � � a , �v `lvt ` � � � � , �" ;/�3�3 0 0 � ,,� � C�1 I •l£p� �i c.�� ; ;� c� � � r ��s ��1ds �H�N39 'cN�w � � �, `� ��= x�d� _',,,"� D °� ,:° °� � o�m gZ� £ �' \ � y . � 6 11 \ . � � N � ... �c� 1.6� .- �0� � '06� �r � c � W�Z 6 z o� � "' c � N �« ��1,oZ Z.g.� £ o o�, :Q, o �O �- ..� � �, � ot . �.,,.. �' £ . � �,,�` ,� Sz O� � O� � ' , �- � , _"" � g Z ti �Z�� 6��a--- ��o� \,� . , �o � � � �� cr �++- � s � r�0 O ��'F i �•��5, � � �, 3�4f� O - � � 10 I �� ;`��o�"---c.��o�J9o� `�� °�' `/ '03 � _ � � �` �\ � y�, �.�,� ,� /� � ' � - � tro ,: ;� CS� �o ,�` =_;,.- � � � 322�'•,,-�._ _,_,--- �0 � _� Z ' ��.�� s � . �� a ��, � � , � 00 `� '`, °?� � .� ��yo'O ' - , .`r � .,o ,O Z � Y � '� 'T'�-G�s 9 � � �` � 'P -P m D ,O�iS �OJ��O '/ � � n' U!� I �Z r,p � 'cs '--�-�-ti�a • �o� � '`I r,a CD � V �� O \ o o �w / � O � � I � � �� --� +� \ /`'� / ,� �1'�_ ,� � � � � � I �� 7 /r �� /��' �'-v C,'�i Dp�� r � � ; ii N �1 p2 ' 70 �� A�A°ao ?,s /,�'b� �� oa��`� r � '� � � � � �o ' `� 2`;)\v ;. �9'�O � . � p � -�+ "�J ^ � . 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BEock' 5t OAK�TA PAl'F#, PHONE: (952)890-6044 FAX: (952) 890-62�44 '.,,, , !� � Qoko#a County, MinnesQta Use BLUE or BLACK Ink r-----------------I I For Office Use � I / � � Permit#: �� I Clty of ��a� ; . � \�- ; I Permit Fee: �C../ � 3830 Pilot Knob Road Eagan MN 55122 � Date Received: j Phone: (651) 675-5675 I � Fax: (651) 675-5694 I Staff: I �-----------------I 2014 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: ��" ��" � � Site Address !� � � (i' � Tenant: Suite#: Resident/Owner Name: ,(� � �(1�,� Phone: Address/City/Zip: Name: �� -(;p,�. �1.0'W`�1 License#: l✓L �4 ��.}'� ,,� �/ �;? ,�q,, /� ,, /�� / Contractor Address: � �7 Z l�IJ�.j.iG?'�t"f lTU�' �` City: n(�✓ �Y-�'}�1�-'" ' State: i'1�� Zip: b J�� Phone: � �� '"��d�'d �/I�� Contact: ��- Email: �,�'h��3��`Y-�� 'r�C�� /�M T e of Work " '"°W —Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. yp Description of work: �I\ � � RESIDENTIAL � Water Heater �Water Softener Lawn Irrigation �RPZ/_PVB) Permit Type Septic System Add Plumbing Fixtures �Main/_Lower Level) � New Water Tumaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes$5.00 State Surcharge) $60.00 Lawn Irrigation (includes$5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround*(includes$5.00 State Surcharge) � *Water Turnaround (add $200.00 if a 5/8"meter is required) $115.00 SeptiC System New($10.00 per as built) (includes County fee and$5.00 State Surcharge) � �� TOTAL FEES $ � 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.qopherstateonecall.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 plans. x ��/\ ��(i"�l X _Lp�.0 �/ 6 /'% " ApplicanYs Printed Name App►cant's Signature fOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final MeterRelated items: - Meter Size Radio Read Manometer Staff: . � clty of�� Address: 1310 Legends Ct Permit#: 124812 The following items were /were not completed at the Final Inspection on: ��/�'�L� � ; ° �) i�,�fi w��'.�'�dirii� �N�qla ''I�� 'i�y��i� !}� _'i � C� ��r��r�i��` (r��_� �'#�;�; �'��i'I�*�i r I��)i �iV� �. � Final grade - 6"from siding Permanent steps— Garage Permanent steps— Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage �i✓�!v c�d�L�aO Porch Lower Level Finish Deck Fireplace , � �A/,y • 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: G:\Building Inspections\FORMS1Checklists . . Dec, 8. 2014 12; 07PM No. 6808 P, 2 Use BLUE or BLACK Ink -----,—, � For ONlce Use � � City of�a�a� � Pa��#: a g� f 3 � , �� i 3 8 3 0 Pilot Knob Road � Permlt�ee: � � I Eagan MN 55122 � � Phone:(651)875-5675 � Date Received: � �ax;(851)675•5684 I � � Staff: � ______.��______^�_J 2014 MEGHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial appllcations, Dete: 12/5/14 Slte Address: 1310 LEG�NDS CT Tenant: Suite�: `:'�,R_��IdendOwner Name: FZOXANN DAVIS Phona: 507-581-4321 - _ � -� Address/Clly/zip: = Name; Minnea olis St Paul Plumbin Heatin and Air �icense�t: . Contractor Address: 640 GRAND AVE Clty: _S7 PAUL state: MN Zip: 55105 Phone: 651-228-9200 Contact: Chris Email: chris@msphomeservlces.com = x New �Replacemenf _Addiiional _Alteration Demoli�ion _ Type of Work Descriptlon of work:�stall new R@Zhor UbAP60 60,000 gerag�eater . � NqTE:Roof mdunted and ground mounted mechanlcal equipment Is requlred to be screened byClty � Code. Please contact the Meehanical'Inspector for Informetion on permltted screening methods, . _ RES/DENTIAL COMMERC/AL �Furnace _New Construclion _Interlor Improvement Permlt Type . �Air Condllioner ��nsCall Piping �Processed _ .� _Air Exchanger �Gas �Exlerior HVAC Unll - _Neat Pump _Under/Above ground Tank �Install/_Remove) - _ x o�ner GARAGE H�ATER RESIDENT/AL FEES $60.00 Minimum Add or alteration to an existing unit(includas$5.00 Sta�e Surcharge) $100.00 Resldential New(Includes$5.00 State Surcharge) _$ 100.00 TOTAL F�E COMM�RCIAL FEES Contract Value$ x.01 $55.00 Permlt Fee Minimum $70.00 Underground tank Installation/removal =$ Permit Fee �If contract value is LESS than$10,010,Surcharge=$5.00 "li contract value is GR�ATER fhan$10,010,Surcharge=Contracf Valus x$0.0005 -$ Surcharge' ""`If the projecl veluation is over$1 million,please call for Surcharge � _$ TOTAL F�E �hereby acknowledge thal thls Informalion Is complele and accure(e; lhat the work will be in con(o►mence wilh lhe ordlnances and codes of lhe Cify of Eagan:�hat 1 undersland Ihls Is not a permll,but only an appllcaUOn for a permll,antl wotK is not to start w�lhouf a permll;lhat Ihe work whl ba in accordance wlh lhe approved plan In lhe case oF work whlch requires a revlew and approval of piens, � x l./��y r�s G�/e �l�- /J �,;' � X Appllcant's Printed Name A�pllc n s SiBnature - -.•-.__.__-:•—•.•--.-._.-...--:. . 'F4i��DF�IG�_U_�E_�-�'_-�.`<==:_. . _ - :. _ . .. ., .. -� - -= ....-- . . � , ... , . _ , . � R.�qG�red Iniapectloi�s �_'--:° . _ -, • � ' Revlewed By;. • . Date; � _Underground ,. Rough In iA1r.Tesl � Gas Service Test ._In•floor Heal � Final HVAC Scfeening ty af Ea�ail 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: �3 Permit Fee: Date Received: Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 4/20/2016 site Address: 1310 LEGENDS COURT Name: Roxanne & Scott Davis Address / City / Zip: 1310 Legends Court, Eagan Mn Applicant is: Owner ✓ Contractor Phone: Unit #: J Description of work: Footings only for future deck/porch Construction Cost: 600 Multi -Family Building: (Yes / No ✓ ) Company: Patrick Dorn Consruction Contact: Andy Triplett Address: 19165 81st Place N City: Maple Grove 651-366-8433 Email: andy@pdcmn.com State: Mn zip: 55311 Phone: License #: C R587166 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 No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: Fire Suppression Contractor: Phone: CALL BEFORE YOU DIG. Call Gopher State One Cali 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.gopherstateonecall.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 plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code est be completed within 180 days of permit issuance. xPatrick Triplett Applicant's Printed Name x App Page 1 of 3 0 Y 0 0 *t Po 0 p00>;" cti o0Q4, P 0 m 0 O 0 0 Di 6.3 • w0 0,0 �� ? O • 41 m 0 o 4)oeoo 1.4 • ca 01 m � q ., �� O 4) (13 raO to 10 03 0 .4.4di0a) gi • 4)4)g°m �'0 4. a en $4 • 4.0 t .0000 `0'2 * 0 b .� 4)0 Q) 0 z a> o+ I H .0 -o $�o d0... c�5''''0 Ems. �i�`•`o c�a� o.c a)N 2$- �N� CW al o gyp, 0 cI V- C o E d e k r N t/1 d vCi2 d(;a:.0 C R'fyp�oAg €E O � cO .Q _ VJ 2 N s>, 1 .y 1 .y a Fn. 0.5 H C� N N 'C Evi E°N mart' � o-8 :Et•5 .s O,p :5 `dam c� brb 'c) .$ 821.8- x `8i o v E Z c sawa°7i�amim=o- 0 0 gv a ON 0za.E Sz _ a o, .est O.i5CV ug c -,r., .c 00.mt LL c 4) • E C0413 c0 0 ECD'''' .. • oo0c o E�v E c°)°)13 13 .0 c C vn � _ .0 0.0. .F.,++O: 000. 0) 0) 0X1 -►_0 W v) v- 0) O.0.++ 0 N fA N N to U) a) 4) v a) m a) a) 0000000 0000)00 04)4) 00 00 1034.89 — TNH—Lot 4. Block 5 Bench Mark: �I o 0m- w 0 0 0 II LI m0)a) v Cn 0 0a a) O 1- 0 C9 J . oo 6n000 aaaCl. . 0000 a. a a.. • 1 (.0 - 0 510 lit: 0 X CC 0 11:11709 SON3037 48-22 o e 28.g1 S12 1 1 '- IAAR BOO KE .- c SOp' ¢1031.43 co" ` , For Office Use i Permit#:E AG N Permit Fee: EC E I V E Date Received: S / 3830 PILOT KNOB ROAD I EAGAN, MN 55122-181 (651)675-56751 TDD:(651)454-85351 FAX: (651) -5,4AR 2 1 2019Staff: Cil I buildinginspectionsacityofeagan.com L JI 2019 RESIDENTIAL MIT APPLICATION C°�, `1 3/20/2019 1310 Legends Ct. , Date: Site Address: Unit#: Name: Roxanne & Scott Davis Phone: 507-581-4321 rr Resident/ 1310 Legends Ct. Eagan, MN 55123 Owner Address/City/Zip: Applicant is: Owner Contractor I -�� .i/Yi C jA Pn-t_i'i Description of work: Install new Trex deck per plans. ( irfi1i �� Type of work $47,500 �/ Construction Cost: ' Multi-Family Building: (Yes /No )6,/itt)6,/ r f Precision Decks LLC Bob Januik Company: Contact: Contractor Address: 20170 75th Ave N City: Corcoran ,Criu/-44Afilif State: MN Zip: 55340 Phone: 763-228-4429 Email: BOb@psdecks.col 1 I 1 .(fAL BC583025 NAT-118472-2 License#: Lead Certificate#: l If the project is exempt from lead certification, please explain why: 3/ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: • Phone: Mechanical Contractor: Phone: • Sewer&Water Contractor:` r Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to 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.citvofeaoan.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 ofxuiderground utilities. www.uopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the • •-- - - --• - • the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to sta out 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. xBob Januik x 411111 �_- Applicant's Printed Name Applicant's Signature �'�— 13 -c> L t f-NI5 Gt 15031 X De OT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) 1 Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi \1_, Deck — Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Ts,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 I Occupancy {,/y 11 MCES System Plan Review Code Edition I / SAC Units (25%_100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction V(5 Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final I C.O. Required Footings(Addition) ! . Final I No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test _Final Siding:_Stucco Lath Stone Lat _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, , Building Inspector C� b d RESIDENTIAL FEES '� �/�� ' 1 ‘ � Base Fee C, 0�./ pbl" 9 Surchar e k Plan Review /°� \-1' / , V MCES SAC C , * /0v City SAC �,, Utility Connection Charge ( ,,,), S&W Permit&Surcharge i / Treatment Plant 7 � Y l Ii 0 '7 D Radio Meter Read j Copies TOTAL Page 2 of 3 I • Al,. uum ttL9-069 (LS6) :OA 1109-088 (LS6) :3NOHd .1fd ION ��*S M 18 *£ „g s Z 9c 'Hldd d10�tl0 'S )1�t9 '£ io'1_ � CO � � � 0 MSS NM Timone'on 311nS Z7 GM uNnoo MA 00SL •t z < • SaoA3nW1S / S2133M)N3 / S I3NNVld � MI a �8 Q g z Z '� t . M04 C 0 5 E §z U m e7 . 0U� ��UH i sewed l� =M SIO �LN3_ a u.4 illi • 00, 1 v, `-o w > �, o N le y0 ..-• v a.) c ?� o c of o• o o c ddd GiR g N03 01 O Oy U4] _Q) C3 C3 CU II ihit Y rrr cli p 0 «.� .C, Z 0 v o c c'` 4, U our 3 0.. E c N O II 0Y 1Iliu1 � �.-i c_i 07 \ .4=4 o a t y,L"0+ O O O = ti b '6' 4114 r Z E v g E .a' y •0 0 w O. •FA .0 Jra v v S- u)i ton- CU 0. ` O a 0 �, C ,r N s' ci+�- 0 V , 45N N N fn U) to N 0 I_ O lL +2 �," ›1 0O+ 'o rti o 0 0 _c c> > v+$ C9 a) a) a) O 0 0 a) • Y s.. 0 0 Ti o c C 43 0 43 c . p W 0 40 0 0 0 0 4.4 li a1 0 ' iQ �.. C 4S O •- o = _._ v.. O 0 CQ to N � 5� � o :«. c' $ = � oCjL-t yrn I ccccccc CO Q,v V . 0 CU 0 � V Cl) c— 0 0 0.-0 s a 2 0 .c 0 0 0 0 0 0 0 2000 s 0 0 U ..Vy - O •- a? � ocncv' °3 = n.� � 0 � a' °. ov ei 0000000 Y �C�= .°I In a-1 co O 0 o 0 0 0 0 2= . 4.1. C 0- `cn {) V es E, �+ �' 0 Li .- .c o AS cNi u Fc c -9 r•i a0 -o 0 a. - •,.� p 0 ,o m co v) O 00 00 c 0000 o a"C i~ '5 o0 C dada CO � � F rn ®as 0 0) C3) ° m aa`_o ri I- a ' rn ai O v) 04 021.4_, �-� — N Q v) Z . E TS NO 4j '' ,4j g o o '�t,•.� r O= LL . N to W O a y, ,-, a) -4-) o _� 0 0 Q II v) J i- cpc 135 i , Ul ,� A.•_� OZI o O0 N w3w w _' UJ r.3 02 i W O s.. O.0 a_ r > F-- z c.,.. p I o 04 0 0 cr/ z II C 0M J 1:4 0 s. 4 ".' i t CU p r ¢ O OZ ca a) -. ° ° ST NoL erQ1 be 8 .•04 ...."---.....„...............„ "Zpooy 2-"" . c--- 4-- , - -...„ becp -� / : +�eo/re. ` / `�,�' I, 0 lv a. s'�/ � o�� o3s s• \ c� s+/' .,� a Oapkd fi (' v.— otic j 0 o •' Z Q Ni ;c �Qo,�.: �� / / .s em OG `1 0 G-9 1 ZZ.°0 (� ( �II `' °k�; .,o^' �s� +`°� gy. Q '''''‘ .46. / CcY (V ft7 10. UJ O c;',/ �n ftl Qw e— .O ! � ' bfl. tQ. eof p�v z 3 r Icc : `14 Ill 13.1 Q6, /p. w• O�� 6 �t�C �j acs q CC V01)I / ,• �e .....j 0 l ) , - ., 'r ,� 4. '�s• X01* O! O� `� J () �_ -to, 0 -- °c d o __�1� 1025.3 �o2g g / i o 0 11 r , (. O d� O < ,O 1�,• \01033'3 o71 09 0 z x co W r.7 r p c0° \ _ 3e 01 -. 91 28, Qm 6 F2 • a. RK r . �� Q o -- 504c" VA NR‘‹ ZS~d I ft y a o _04 1'OP 4X1031.43 �, . 0 .c ;� o ELE T I . 7, . C'F a s jz....., r n �A NI 1 • LU .1.1:If700 , (,, .., 1 r a (.2.1 - ,.... SQN7O co 0 /5/ vZ49eeP5 0-rg3 � REVIEWED By: -11///1--- Date: -Date: c- 2l - / Ac Fagan Building insp,.rts Date: July 11th, 20��7`____� . _.. ._ JAC ENGINEERING LLC Client: Eric Hetletvedt Techno Metal Post of Central Minnesota, LLC 9580 Somerwood Drive Waconia 55387 RE: Structural review of TMP Helical Foundations for residential deck applications. Report valid until - July 11th 2018 Dear Eric, Per your request, I have prepared this helical foundation submittal for Techno Metal Post (TMP) P2 and P3 manufactured helical piles for support of conventional wood framed residential (single family) decks, porches, and roof covers at various locations in the State of Minnesota. TMP P2 and P3 helical foundations consist of round HSS shafts, steel helical bearing plates, and various manufactured steel caps. P2 and P3 piles are manufactured out of 2.375" O.D x 0.154" HSS and 3.5" O.D. x 0.216" HSS A500 Grade C steel respectively with a minimum yield stress of 52 ksi. Additional information about the helical foundation properties may be found in the attached documents and can be found at www.technometalpost.com. TMP helical foundations are manufactured in Thetford Mines, Canada. TMP has a quality assurance program in compliance with AC10. This quality program is biennially inspected by a IAS certified inspection agency. Helical Foundation Geotechnical Capacity The most common method used for determining helical foundation geotechnical capacity is torque correlation. Specifically, the installation torque (or energy) is measured during the installation process. Then, the termination or final torque is multiplied by a known torque correlation factor(Kt) appropriate for the helical foundation size being installed. This results in a predicted ultimate capacity of the helical foundation (i.e. Pult= Kt x T). It has been shown (by Hoyt and Clemens 1989, Perko 2009, and others) that installation torque is a reliable geotechnical capacity predictor. TMP certified installers have calibrated installation equipment which is important so that torque is accurately measured. After installation, as a secondary check, the TMP installer hammers the helical foundation head with a known sledge hammer weight and deflection is recorded. Although this is not a scientific "impact test" (as each person swings a sledge hammer differently) TMP has found good correlation between this validation method and helical foundation capacity. More information about this impact test procedure is attached. Upon completion of the installation of the helical foundation, the torque and impact test records are then reviewed by an engineer licensed in the State of Minnesota to confirm pile geotechnical capacity. It is important to note that if a planned site is known to have unstable soil conditions the authority having jurisdiction (AHJ) may require a site-specific soils investigation to be performed up front as required by code. Page I 1 JAC ENGINEERING, LLC PCS 13ox 970-685-9105 mb ( fames,chem.{@technametalpast.cam Loveland, CO 6. FI , AG JAG ENGINEERING LLC Helical Foundation Structural Capacity I have visited the manufacturing plant, reviewed various test reports supplied by the manufacturer, and performed structural calculations verifying the manufacturers rated capacities for TMP P2 and P3 helical foundations. TMP P2 and P3 helical foundations have manufactures rated working load capacity of 9.6 kips and 33.7 kips respectively.The manufacturers rated capacities are for fully braced concentric load conditions where the tops of the helical foundations are braced by the structure they support and there's no significant lateral loads applied. If the helical foundations will have significant lateral loads applied, unbraced distances in air or fluid soils(more than a foot), or are near or are going to be near excavations a site-specific engineering analysis should be performed. For elevated decks and roof covers where a wood post is connected to the top of the helical foundation, P2 and P3 capacities should be reduced to 6 kips and 27 kips respectively. This reduction accounts for free head conditions (i.e. unbraced tops) and assumes a point of fixity 5 feet below grade in firm soil. P2 and P3 helical foundation lead sections come in typical 7 foot lengths and are commonly installed without couplings for lightly loaded residential ancillary structures. However, when an extension is installed,the extensions are fully welded together in the field. Installation torque is then used to validate the welded connection capacity and this eliminates the need for special weld inspections. Conclusions In my opinion, TMP P2 and P3 helical foundations are acceptable for support of lightly loaded residential decks, porches, and other ancillary residential structures as described above. Limitations This submittal is based upon a review of the documents provided and my experience with projects of this type. No warranty regarding future performance of these manufactured products are expressed or implied by JACE. Furthermore, all structure above the helical foundations are being designed by others. This submittal is strictly limited to the proposed helical pile foundations. This submittal is also only valid for TMP products and approved IMP installers. Thank you for selecting JACE for your engineering needs. If I can be of further service, please don't hesitate to call. Respectfully, Professional Engineer JAC Engineering, LLC I hereby certify that this plan, specification, or report was prepared by me or under my direct -/� • supervision and that I am duly Licensed Profes ional Engineer under the laws of the James A. Cherry, P.E. St- - • fnnnesot.. A iB-1 -Zc�i � ` Attachments: Sig ature Date P2 and P3 shop drawings Liscense#: 52375 Installation machine calibration Sledge Hammer Dynamic Validation �,. Page 2 JAC ENGINEERING, LLC PQ Pox ' 9`70-685-9105 nib I ones.cherrtmtedwretalpo9Lcarn Loveland, CO 805-,,,9, 0 ,c) _, ,, ., , nu) 0 Z rn rii 2 "ml —11 0 0 X M Cn '..I H 0 > Z rn I— n liill .'4111111 (in 0 CIO — I—. N, •......■•...,•I 53 --- - X N >a, c., C X 0 0 g)a 203—I (J) .-- CO r) (1) 8-E, r., R. a- 0 . > rn -u = , . H :51 CD — > 0. CD tn I- 6'-1 0" WI priliTmlim K ry a cn .... a, --. Nj ,, I a, N. x v+ im -0 -r". -q: s42 ill o —i 0 a0 -U0 g2 0 hl 00- oa, F,, a a 03 -0 0- up m --i CD `c8 -I) alo 4, 5.... R. 0 CDCD 0 › 1; 4> a. 0 CD EC' CI) a a CD '<g tn TI (n 0 Sheet Title: Design For: Design By: - O 2 .....al ID Roxanne&Scott Davis Precision Decks isr154)6 ..... , M tD r4 (D Project 1310 Ledgends Court 20170 75th Ave North PRECISION C31 rt A ,-'--- (2 -It&° Details Eagan,MN 55123 Corcoran,MN 55340 P-763-355-5233 Cr r, -DECKS- 0 MN. Lic.BC583025 A PASSION FOR OUTDOOR LIVING 1 - c u_ U Q � o Z §wNo Uc. r wz0Z ..1 zOXK�O O C C W , v Q 0 N m w Zw`LawQ d y:. I O�az�wp M cn a v) N Q UNOZ'�8 N Z 0--0 '� CO Z z0=0oom z 0 m_ CD 0 o OZw�=== o7) E= CD o co o z <<LLa3cud > U 0 0 m 0 o 00 �ap00, _ i o C 2 a C CD 0 N C m Ohc.w00� C.) C) 0 m N CU ?,aa30 CO Q L 2 cc ,Qaz U Ti.) Q -c K Co n 0 Q p U d C (n (n a O Q • w N 1:' m j m D p Z C' 'C' .3 o d O 3 H U a d m o m n N m Q U U a` o a o o` v ai) 0 o _a V. F t 52 ^ S k inco LLai IiiiI co .D gIn 0 n- � a � N 2.; 7 Et. 1 N c0 Q. 01 0c $ :• o ill S a C) U m 0 4 -` @ a) 0 J U m $c a s $ s r ▪ a 1! g g. 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O^' �Q EU ir td�r •?'M Ef o.ti C H 71)"D C ow �` O QC d d-0 C o V L O> co C ccy dOmm w �a fn(n� cn2co� Lu— Mfn i\irr ' - / I I�I� M d 1 r 13 L w C t w d.V 1n O 0)>'� c0*k -a E w r+ C-aig Q-0 fA i EC /�, o' N C co V O o H in E v w d C u) C d E 0 y ' I_I N o o-= O= cD L cV6 -a o.R d = cow Cr C Q M VAC� 2to CD 0 CD V 0 O - 4.. t6 $ C a1 N Q V c0 0- N O C C r X V t6 47.• . ..cu R C O K U W techno metal Post TM WORLD LEADER IN HELICAL PILE FOUNDATIONS Relation between Hydraulic Pressure and Techno Metal Post Allowable Load Capacity Rotative Head : Model L5K-200 (Techno Metal Post Central Minnesota) Serial Number: R2DV2012125 Pressure Torque Compression Load Tension Load ICC ICC (psi) (lb•ft) (lb) (lb) (lb) (lb) 500 743 3344 2601 1672 2229 750 1428 6425 4997 3212 4283 1000 2113 9506 7394 4753 6338 1250 2797 12588 9790 6294 8392 1500 3482 15669 12187 7835 10446 1750 4167 18750 14584 9375 12500 2000 4852 21832 16980 10916 14555 2250 5536 24913 19377 12457 16609 2300 5673 25529 19856 12765 17020 Note: -The reading capacity includes a security factor superior or equal to 2 against rupture,which allows the limit of settling to less than+/-1/2"under the allowable load(SLS). -In ICC tension applications,the helical pile must be installed such that the minimum depth from the ground surface to the helix is 12D,where D is the diameter of the helix. Prepared by:Pascal Marceau,P.Eng.,Québec,Canada Date:December 10,2012 techno meta_ Post TM WORLD LEADER IN HELICAL PILE FOUNDATIONS Relation between Hydraulic Pressure and Techno Metal Post Allowable Load Capacity (lb) Rotative Head : Model L5K-200 (Techno Metal Post Central Minnesota) Serial Number: R2DV2012125 2700 2600 2500 2400 - 2300 2200 r 2100 . �•� 2000 • - 1900 '� 1800 .• 1700 • , '-" 1600 . a ` 1500 .-6 - 6" 1400 .• 1300 •• 1200 •. - / ' . 1100 •' r/ 1000 •` 900 ' #77 Compression . 800 •• `.�' Compression ICC — 700 .• } � 'f •• . Tension 600 .'500 ••� OM Tension ICC — 400 300 200 . — 100 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _0 0 0 0 0 0 0 ^ q:7- N M et � N 00 0\ 0 .--� N M tn N 00 G\ NO N N m N N N N Load(lb) Note: -The reading capacity includes a security factor superior or equal to 2 against rupture,which allows the limit of settling to less than+/- 1/2"under the allowable load(SLS). -In ICC tension applications,the helical pile must be installed such that the minimum depth from the ground surface to the helix is 12D,where D is the diameter of the helix. Prepared by:Pascal Marceau,P.Eng.,Québec,Canada Date:December 10,2012 to c h n o /(��//S ' D meta,Ll�� O_�TM WORLD I EADFR IN HELICAL PILE iFOUNDATIONS Relation between Hydraulic Pressure and Torque (lb•ft) Rotative Head : Model L5K-200 (Techno Metal Post Central Minnesota) Serial Number: R2DV2012125 2700 - 2600 2500 - 2400 2300 2200 2100 - - - 2000 1900 1800 - - 1700 - '; 1600 - 1500 1400 w, 1300 - w 1200 1100 - 1000 900 - - - - 800 700 600 - 500 400 300 - 200 - 100 0 0 o c o 0 0 0 0 0 o O o 0 0 0 0 o O o 0 0 0 o O O Nn c Nn o kn O Nn okno O o Nn o Nn o kn O V1 0 N N �n f� C N kn lr-- O N kn N N O N N kn lN- O N Vl N O N V1 N O •-- N N N N M M M M •ch 7 kn v1 V1 \O Torque(lb•ft) Note: -The reading capacity includes a security factor superior or equal to 2 against rupture,which allows the limit of settling to less than+/- 1/2"under the allowable load(SLS). -In ICC tension applications,the helical pile must be installed such that the minimum depth from the ground surface to the helix is 12D,where D is the diameter of the helix. Prepared by:Pascal Marceau,P.Eng.,Québec,Canada Date:December 10,2012 ttc n• Metal Po !t TECHNICAL INFORMATION ABOUT THE USE OF THE SLEDGE HAMMER DYNAMIC VALIDATION Introduction In order to confirm the bearing capacity of the Techno Metal Post, we developed a dynamic validation using a sledge hammer to hit the piles, at the end of the installation. A steel cap adapted to the head of the helical pile receives the sledge hammer strike and transfers the energy to the helical pile. Measuring the settlement of the helical pile in the soil, after a certain number of hits, validates the allowable compressive bearing capacity of the pile until a maximum of 22 kips (100 kN). This system has three (3) main purposes: 1. Sometimes, the rotary motor that screws the helical pile into the soil doesn't have enough power to screw the helical pile through a hard layer of soil. The sledge hammer provides an additional vertical force to help screw the helical pile through the soil layer. 2. When the helical pile is installed in the soil at the required torque, the helical pile is then hammered to validate its allowable compressive bearing capacity and to reduce any pile settlement when the pile design loads are applied. 3. When the helical pile is installed and bears onto a boulder or bedrock and the targeted torque is not obtained (i.e. the helical pile spins on the surface of the boulder or bedrock) the sledge hammer system is used to confirm the allowable bearing capacity and to reduce the settlement when applying dead and design loads. Determination of the allowable bearing capacity by the measurement of the pile settlement Measuring the settlement of the helical pile in the soil after the helical pile has been hit is a method to validate the allowable bearing capacity of the pile. The amount of measured settlement validates the allowable compressive bearing capacity of the helical pile. The installer measures the settlement after each interval of 5 hits on the helical pile. For each interval of 5 hits, the measured amount of the settlement validates the allowable compressive load the pile can support (see Table I). If the settlement value is out of the chart (see Table I),the installer have to extend the pile (go deeper), or remove and use a bigger helix diameter (when they reinstall the bigger helix, this bigger helix have to never stop in the undisturbed soil cause by the first installation), or add a helix and extend the pile. 1 _ i The higher the working (allowable) load requirements are,the smaller the allowed settlement values become. The following table shows the settlements that are acceptable for different working load values. It should be noted that we never can obtain a high bearing capacity when we have a low pressure or torque. Sledge Hammer Bearing Capacity Chart Pressure Torque Sledge Settlement/5 Hits Working Load — -- Hammer ---- Comments psi ft.lbs inch mm lbs kN Less 1/8" I Less than ±9600 ±42,7 All wood project ONLY Less than 1000 3 mm (212-200& Less than g lb L5K-115) ± 1250 lb•ft 1/4"is acceptable for wood Less than Less 1/4" 6 mm ±5000 ±22,2 deck project ONLY All type of soil(in general clay) More than 1000 All wood or concrete slab (212-200& More than 16 lb Less 1/8" Less than ±15000 ±66,7 project ONLY All type of soil L5K-115) ± 1250 1b•ft 3 mm (in general clay) Max pressure 2300 psi { (212-200 & ±3300 lb•ft 16 lb Less 3/32" Less than ±22000 ±100 All project in granular soil L5K-115) 2 mm ONLY Note: Relationship between torque(pressure)and load bearing capacity indicated in chart is always good. This chart is valid for compression load ONLY. If you would like obtain more information about the use of the Techno Metal Post sledge hammer dynamic validation,please do not hesitate to contact our engineering department at: Techno Metal Post Engineering<eng@tptmp.com> or Toll free number: (844) 334-2023. P. • arceau, P.E., ana a 2 I techno Metal Post WORLD LEADER IN HELICAL PILE FOUNDATIONS Relation between Hydraulic Pressure and Techno Metal Post Allowable Load Capacity Rotative Head : Model L5K-115 (Techno Metal Post Central Minnesota) Serial Number: R2DV2012125 Pressure Torque Compression Load Tension Load ICC ICC (psi) (lb•ft) (lb) (Ib) (lb) (lb) 500 208 937 729 468 625 750 649 2923 2273 1461 1948 1000 1091 4908 3817 2454 3272 1250 1532 6894 5362 3447 4596 1500 1973 8879 6906 4440 5920 1750 2414 10865 8451 5433 7243 2000 2856 12851 9995 6425 8567 2250 3297 14836 11539 7418 9891 2300 3385 15233 11848 7617 10156 Note: -The reading capacity includes a security factor superior or equal to 2 against rupture,which allows the limit of settling to less than+/-1/2"under the allowable load(SLS). -In ICC tension applications,the helical pile must be installed such that the minimum depth from the ground surface to the helix is 12D,where D is the diameter of the helix. /4°°.$ °P' Prepared by:Pascal Marceau,P.Eng.,Québec,Canada Date:December 10,2012 • techno Metall r)®ztTM WORLD LEADER IN HELICAL PILE :- FOUNDATIONS Relation between Hydraulic Pressure and Techno Metal Post Allowable Load Capacity (lb) Rotative Head : Model L5K-115 (Techno Metal Post Central Minnesota) Serial Number: R2DV2012125 2700 2600 2500 2400 2300 2200 • 2100 . � 2000 • 1900 • 1800 • 1700 •• 1600 • 1500 • • 1400 • w, 1300 • 1200 • 1100 00 •' • 10111411 1900 •a111ao,z0n1•amm111111111a1111111111•a111 —Compression 800 1.1111111113916.nal.11111111111111111111111111111.11111111 Compression ICC - 700 1.111111Mdalltallall.1111111111111MMINMEM ••• Tension 600 �� MM��MINIMME�MM�� _ 500 P,,mmonmamminimintimmo — Tension ICC - 400 300 200 100 - 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 kn o — 0 kn 0 kn o in 0 to o \n o kr) 0 0n o o trl0 -n o kn o kn o V7 0 kn o N N v-) ‘.c) N s s 00 00 001 Qo o M et et kn kn �O Load(lb) Note: -The reading capacity includes a security factor superior or equal to 2 against rupture,which allows the limit of settling to less than+/- 1/2"under the allowable load(SLS). -In ICC tension applications,the helical pile must be installed such that the minimum depth from the ground surface to the helix is 12D,where D is the diameter of the helix. Prepared by:Pascal Marceau,P.Eng.,Québec,Canada Date:December 10,2012 techno o Meta_ PUzt TM' WORLD LEADER IN HELICAL PILE -Aid= FOUNDATIONS Relation between Hydraulic Pressure and Torque (lb•ft) Rotative Head : Model L5K-115 (Techno Metal Post Central Minnesota) Serial Number: R2DV2012125 2700 2600 2500 2400 — 2300 — - _ 2200 — - 2100 2000 1900 1800 1700 - a 1600 1500 ` 1400 1300 gto 1200 1100 - 1000 900 800 700 600 _ , . _ - - 500 400 300 200 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N cI N M M M M m M m M M Torque(lb-ft) Note: -The reading capacity includes a security factor superior or equal to 2 against rupture,which allows the limit of settling to less than+/- 1/2"under the allowable load(SLS). -In ICC tension applications,the helical pile must be installed such that the minimum depth from the ground surface to the helix is 12D,where D is the diameter of the helix. Prepared by:Pascal Marceau,P.Eng.,Québec,Canada Date:December 10,2012 PERMIT City of Eagan Permit Type:Building Permit Number:EA158517 Date Issued:10/17/2019 Permit Category:ePermit Site Address: 1310 Legends Ct Lot:3 Block: 5 Addition: Dakota Path PID:10-19540-05-030 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Delilah R Davis 1310 Legens Ct Eagan MN 55123 Archer Exteriors 324 Concord Exchange South South St. Paul MN 55075 (651) 775-7017 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA163084 Date Issued:08/13/2020 Permit Category:ePermit Site Address: 1310 Legends Ct Lot:3 Block: 5 Addition: Dakota Path PID:10-19540-05-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. 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 - Delilah R Davis 1310 Legens Ct Eagan MN 55123 Haferman Water Conditioning 12142 12th Ave. Burnsville MN 55337 (952) 894-4040 Applicant/Permitee: Signature Issued By: Signature