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1339 Quail Creek Cir , � � • ,� �.- �, c�i � ��, �l� Use BLUE or BLACK Ink ,�L,,. �.��-�� ----------------- � �� _ ,/�a�? • �� For Office Use i /� r � // �� ( � �y� ��/� /p � �� j Permit#: ,r�� lC�� / � �— [� I • • �j ,��- � � `' � � � ��? . �–! Permit Fee. ! � �� S� 3830 Pilot Knob Road : r) � + y --� � �� Eagan MN 55122 � Date Received: ��( � � Phone:(651)675-5675 ; r I 1�/` I � ,. , Fax: (651)675-5694 � � i Staff: �"/ � i , � �� (1(� f-.��%'��C� �----------------� 2015 RESIDENTIAL BUILDING PERIIJIIT APPLICATION Date: � Site Address: ��J?J� �(J/�(, �y��- �1�� Unit#: Name:_ ;L� �� Phone: 9,��Z��.S��ro �'+t'.�(�+E�� gr , ' Address/City/Zip: ZO�(b �i,E�tIB��L� ��(//�T' Applicant is: Owner Contractor A �'�w �C-, � ., . � Description of work:__ �//1/G GE Frq-�/(�ej"' � � �� c�^ � �y� ��v��C ' „�� ' �: �(z ` � -� , � Construction Cost: , o Multi-Family Building:(Yes /No�) � � �: Company: � � ��-�-oo� _Contact:g�eaa Y_��}��,j� �:,., Address: ��'l.� City: Cfl;�"t�r�c'Eor` — "` � ,. State: Zip: Phone:�y�=�o-�=1��`maiL• �Wl �a��e.,��G�Y h o r�r�. �: License#: Lead Certificate#�: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 1��2�1 Co,�L��-tz�� COMPLETE THIS AREA ONLY IF CONSTRUCTINIG A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan baised on a master plan? _Yes �No If yes,date and address of master plan: I Licensed Plumber: 'J�f�-�jle� _Phone:�� '7 73 —Z�(O7 Mechanical Contractor: 7�'�I�G _Phone: 7� 3 ��7,� "�.Z�O� Sewer&Water Contractor: G(JA� / Phone: 2 'g � y� NOTL�`��P'larrs a�t��uppc�rt��aloc�m�r�ts th�t y�u��tbmt�ar��orrs��d�o��{�ub�� fc�rr��it�r� ��rtior�s,+�f the',i►tfc+rtri`��cr��ay�be cla��d�s n�n-pu�/f�c#f y��r�r�uid�s�t�cr'�i;r��i��ts�.af wt�ctfc�perrnit:�he��°�r trt�,: : �or��fude�f��#t�i�e ar��-�t��e�ts< ; � :` CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection a�gainst underground utility damage. Call 48 hours before you intend to dig to receive locates of underground uti{ities. www.gopherstateonecall.or�g I hereby acknowledge that this information is complete and accurate; that the work will be in coriformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. ' x LV E ��^ X�� ApplicanYs Printed Name App il"cant's Signature Page 1 of 3 � /1 � � , � * / � � �� (��,�-��I � J�'-��,�� _i��.C �=--.- Y DO NOT WRITE BELOW THIS L.INE � �� SUB TYPES Foundation Fireplace Porch(3-Season) Exterior Alteration(Single Family) � Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration{Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Per�gola) _ 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 Wind�►s Demolish Foundation _ Replace _ Repair _ Egress Windo�nr _ Water Damage _ Retaining Wall *Demolition of entina building—give PCA handout to applicant DESCRIPTION Valuation 3�'� Occupancy G-� MCES System Plan Revi Code Edition �I� SAC Units j (25%_100%_) Zoning � City Water _ -y,�,,, Census Code Io� Stories �_ Booster Pump �� #of Units _�_ Square Feet �,�,h PRV NO #of Buildings J Length � Fire Suppression Required � Type of Construction � Width � REQUIRED INSPECTIONS � Footings (New Building) Meter Size: Footings (Deck) � Final/C.O. Required Footings (Addition) Final/No C.O. Required � Foundation HVAC_Gas Service Test Gas Line Air Test Roof: �Ice &Water �Final Pool: Fc�otin s Air/Gas Tests Final ! -� — 9 _ _ , � Framing Drain Tile � � � Fireplace: �Rough In �' Air Test ,�Final Siding: _;5tucco Lath tone Lath Brick Insulation Windows � Sheathing Retaining Nlall: _Footings_Backfill_Final � Sheetrock � Radon Coni:rol Fire Walls � Erosion Coi�trol � Braced Walls �----'� Other: Reviewed By: , Building Inspector RESIDENTIAL FEES (1,V/�i�v �` /G ��' � � �G i�� Z4 � � Base Fee g"11�-- �tr�/L /G 1��',qF1 � Q'�� 13'.r d��" �Y Surcharge ` �,N�/.►� �g'��1/ C.'v `13�/Y� �� /�3 � Plan Review '7�� MCES SAC �-,�/L� �L rlo��rC�' �� "�-/� �'� 9� �D City SAC �� ^_ Utility Connection Charge �17�,,� �/i/� ��g'3'Q '"'� �BtiCl�r S8�W Permit & Surcharge Treatment Plant 3 9.? �`� ,� Copies TOTAL Page 2 of 3 �1 T�G�� -%c� ��,L Gc�r/ / :��'��7 Energy Code R402.2.8 Basement�nralis. Exception to the R-15 foundation wall insulation R-10 continuous insulation on the exterior of each foundation wall shiall be permitted to comply with this code if the tested air leakage rate required in Section R402.4.1.2 does not�exceed 2.6 air chanqes per hour and the total square feet between the finished grade and the top of each foundation wall does not exceed 1.5 multiplied by the total lineal feet of each foundation wall that encloses conditioned space. (Average 98"maximum of exposed foundation wall above grade] Interior insulation, other than closed cell spray foam, shall not excee�d R-11. Applies to individual wall section, verify at the final inspection , � �� New Cons9ruction Energy Code Compliance Certificate �(` Per N I l O l.8 Bui3ding Certificate.A building certificate shall be posted in a permanendy visible location inside Da[e Certuicate Posted /��,�-�,��a �r the building. The cerdficate shall be completed by the builder and shall list information and values of component�iisted in Table N1101.8. 4c'� . Mailing Address o(the Dwelling or Dwelling Unit 133� Quail Creek Circle Ea an Nam^of Residential Contractor MN Licease Namber DRHorton BC605657 Community p�go�D Hillcrest HERMAL ENVELOPE RADON SYSTEM o Type:Check All Thaf A�pply X Passive(No Fan) d � N � � Active(With fun und monametcrnr' w � ° � � a'"o'. �, other syst�m manituring a'evaee} � : � a � � � �j � � � Location(or future Location)of Fan: � > � ° ti ti ° a�., w � o Insulation Location rx •a z = = v O � W � N ° � °�-° � � a`"i ;o v E-� ° Z u. w w° w° � a ci! Other Please Describe Here B�low Entire Slab X .. . Foundation Wall R-10/R15 X EithedOR,See Plans For Locatio �'�,��N Perimeter of Slab vn�rade )( � Rim Joist(Foundation) R-20 X tr,tador /��/0�'2J Rim doi�t�1�Fta�ort) �-�(� .: �: �s�ria (..: Wa►► R-21 X ��I'q��r Ceilin ,flat ��.� �( Ceiling,vaulted R-49 X s�y wincic�ws or cant�uevered ar�s R-3Q X' Bonus room over garage R-32 X ,X Describe uther iusulat�d�reas 2•G A��. ,rt f1/L , ; Buildin Envelo e air Ti Tftness: Duct s stem air ti htness: All duct in conditioned space Windows&Doors eaTing or Coolin�g Ducts Outside CondiTioned Spoces Average U-Fac�or(excludes skylights and one door)U: 0.32 Not applicable,atl ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.28 R-8 R-value MECHANICAL SYSTEMS � Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuet Type �/��'��$ ' �I/��Gf�� -�'�{�� ' Passive Manutacturer CARRIER AOSmith CARRIER Powered Interlocked with exhaust device. 1Kod�► ' .�i9SC26100 GPV�-54 CA13NA{1�42 Describe: Input in 100000 Capacity in 50 Output in 3.5 Other,describe: Rating or Size BTUS: Gallons: Tons: ��°r g�% .7�E� ��'T ]� Location of duct or system: fficiency HSP�°lo; F�R HEAT LO55� �HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALC 75,734 29,10'7 37,587 Cfin's � roun uc Mechanical Ventilafion System � "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Selecfa Type source heat pump with gas back-up furnace Not required per mech.code Se[ect Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilatar(ERV)Capacity in cfins: Low: 40%=124 High: 70%=°217 I-ocation of duct or system: Balanced Ventilation Capacity in CFMS: fUPIlBC@ fOOfTt Locations of Fans,describe: Cfin's Capacity continuous ventilation rate in cfins: 124 6 "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 217 "meta]duet DRH 5351- 9339 Quail Creek C;ir Eagan HVAC Load Calculation�s for DRHorton �� Lakeville, MN Prepared By: Miehael Hoium Sabre Plumbing&Heating 15535 Medina Rd Plymouth, MN 55447 763-473-2267 Thursday,April 09,2015 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and AGCA Manual D. F�hva� f��s�ci�ct�Ial �nm�rciat H1�A� �� x � ��b��:P1ur�►b�� ' �� 3�� w� F�( : �tl�� x�.. ... ... ._, ..: .l.. : '<. . ' �P � � � Crf�H�"1 1 . i �� , ... .. Project Repv�t , ,:.• ,:.. ,. , ,�.: „��3 � ��`�� „ _ , ' �,;,,,,,,�� „� : a.�":�� s f��;�. �� . k. _ ./4'.<�.�&3. ,4�..•.•: - •�`,..a. .a...:_ .. _, . ., ..a " Project Title: DRH 5351- 1339 Quail Creek Cir Eagan Project Date: Thursday, April 09, 2015 Project Comment: Client Name: DRHorton Client City: Lakeville, MN Company Name: Sabre Plumbing 8�Heating Company Representative: Michael Hoium Company Address: 15535 Medina Rd Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 . �:;; �� ,� �� ` %�� x�_ � �� M,r t,.,�,� �\� \� � � r > >f y .;r .� x�$E a.: `fi 1?�s. ��\ _.. - ,.,..<...�. ._,.. ..�,.,<�;.. .. . , �', , r�,.�,. , �� .., �� r '��. ,,.,�''�,r; �\ .. . , . - .. ...... : Reference City: Minneapolis, Minnesota Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 44 Degrees Elev�tion: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb / B I H m Rel.Hum Dry Bulb Difference Winter: -15� -12.38 n/a 30% 74 31.92 Summer: 88 73 50% 50°/a 72 42 , �� . ..� � �. < .� .� .. , . ... _ � . , . .,., Total Building Supply CFM: 1�30Q CFM Per Square ft.: 0.259 Square ft. of Room Area: 5,01� Square ft. Per Ton: 1,601 Volume(ft3)of Cond. Space: 43,364 ,. , � `. ,. L3� ��"��;�"N . .::;a�,. ,.� . ,�:��„ �f �� ,��%!�%�',�`'� ��°��'��"�� ;� � � :t R ,.r�., �� _ _. . ,„ , ., .> , ,....M, �„ < __..,., �� : >e�, - - r<..... _�_ Total Heating Required Including Ventilation Air: 75,734 Btuh 75.734 MBH Total Sensible Gain: 29,107 Btuh 77 % Total Latent Gain: 8,480 Btuh 23 % Total Cooling Required Including Ventilation Air: 37,587 Btuh 3.13 Tons(Based On Sensible+ Latent) .�'r,,r��`�� - '.: a; ��y'�.� �'�� i;�,Y,(,. �� .;z �,r�-t�:' /i/ y?Y - � ::: ��„ �� , i ...... . :: .,,,.; �., . .,w , � � . � � . � � . :>. .�.�.� .. .y . . .> , Y-,.�+�,,,< , , �� . ....,..l�,t... . ... ,..�,,z .:�., ., '✓:,;< �, ...<.... .. ' ._._ . � Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and AGCA 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. M:\...\DRH 5351- 1339 Quail NE Front Door(Eagan).rh9 Thursday, April 09, 2015,2:06 PM I� F��idr�r►tl�l'�Ligt�E�t.�r� l� I.at�ac�S �� y i'e L�r�vv�Ilvprrl��+� . S�b��l��;�riric��=�isatir�� , �� -�� C�ua�l�k Ce�`�� ; �� . �� -� � � � � �t """ti� .i�tt�1:5�447 . . .. ,��... . .. .. .�.... . ' �..... < a..... .... .. . .: �'��, .....:. ' " R e.3:: Lr��d PCeVle�nr Re�ort , ; , ; � � Net� ft.z Sen L.at; Net; Sen� Sys; Sys; Sys� Duct � Scope ? Ton: JTon Area� Gain Gairt Gain; Loss� �Htg; Clg� Act� Size ; ; CFMz CFM; CFMjj .a._.��,..........�.... e.m.T.d <,....�...... . .. ..f .«.m....«b...... ��..m. '.�...� ..:...v........_..........f......�..______...._.f....m.......m.e Building 3.13 1,601 ' 5,016 29,107`' 8,4230 37,587' 75,734' 912 1,300 1,300 System 1 3.13 1,601 5,016 29,107 8,4t30 37,587 75,734 912 1,300 1,300 12x18 Ventilation _ _ _1,366 5,496 6,862 7,599 Duct Latent 253, 253 Humidification 8,889 Zone 1 . 5,016 27,741 2,731 30,472 59,246 912 4',3Q0 1,3d0 12x18 1-Basement 1,618 3,655 0' 3,655 17,012 262 ' 171 171 2--5 2-Main fioor 1,618 15,694 2,731 ' 18,425' 21,404 329 735 735 . 7--6 3-2nd floar . . 1,780 8,392 0 8,392 20,831 321 393 393 4--6 M:\...\DRH 5351- 1339 Quail NE Front Door(Eagan).rh9 Thursday, April 09, 2015, 2:06 PM �5��''/'t� ��i� }�4��'i�'CtI��lri��*�? z'� � ./� - � . l �1 ��7i7llri��.�e��1J', ��C81��#3t F��I� ' �� k�, � ��I"1�� 339��s�t� c� F�!"mou��t.��5�547: .,.�_�,... ": ��_ ��:.• �.-� �4:: S stem � �ummary Laads ��y s� 3 �� r �a�u a'� .� i � ,, � 6��/y/ �� i : �� i✓�� . �<z t � ��: � � f' �a r� � ,�;.. i � �i i �� b�� .::f� a".. �c �: �/r'� � �� F��: ` � ' �':'� ..�.�: \,.� :, ,.,�:',,. ...: , . � ,/., .. '•� /, ., ':: ::' \. Y', �4 DRH LowEE 2929: Glazing-DRH Windows, u-value 0.29, 40 1,032 0 1,128 1,128 SHGC 0.29 `-'-'- DRH Lo�wEE`3228: Glazing-DRH Windows, u-value 0.32 240 6,833 0 5,974 5>974 HGC 0.28 DRH LowEE 3228: Glazing-DRH Windows, u-iaiu��, 15 427 0 418 418 SHGC 0.28 DRH Lo�w�3029: Glazing-DRH Windows, u-value . , 48 1,282 0 1,362 1,362 SH� DRH LowEE 3229: Glazing-DRH Windows, u-value 0.32 108 3,078 0 3,096 3,096 SHGC 0.29 �- DR LowE 31: Glazing-DRH Windows, u-value 0.3, 20 535 0 470 470 .�}-t.�.,(2�1 11J: Door-Metal-Fiberglass Core 20 552 0 167 167 11 J: Door-Metal- Fiber ss Core 17.8 949 0 288 288 12F-Obw:Wall-Frame, -21 insulation in 2 x 6 stud 3393.2 1�9,629 0 2,559 2,559 cavity, no board in on, bri k finish wood s 15A-10sffc-8: Wall-Basement, � R-10 � 450 1,827 0 51 51 foam board to floor, no framin , �is , ' � 8'floor depth ` ,d►lR,f�O lN'1�6G��; R'"/d TL7' A"3 �iYT�Q/L//IL 15A- Wall-Basement, all, R-15 594 1,920 0 45 45 foam board to floor, no frami g, no in erior finish, �8'floor depth 15A-10s Wall-Basement, wal R-10 96 428 0 0 0 foam board to floor, no framing, n in ior finish, �'floor depth RJ 2 pray oam: Wall-Frame, Custom, Rim Ja R-20✓ 512.1 2,280 0 704 704 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 1780 3,644 0 2,088 2,088 Attic Floor(also use r Knee Walls and Partition Ceilings), Custom, R-4 Blown Insulation, No Radiant Barrier, Ve d Attic, Asphalt Shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1618 :3,888 0 0 0 or more feet below grade, n.o.�W� �su,�lat.io.,n�below floor, any floor cover, shortest side of floor slab is 20'�w de P-32 R-32: Flo -Over open crawl space or garage, 275 734 0 91 91 Custom, R-30 lanket insulation, 3/4" Foamboard�- _...,�any co _ _ _ _ _,_ __ __ _ _ ... Subtotals for structure: 4!�,038 0 18,441 18,441 People: 8 1,600 1,840 3,440 Equipment: 1,131 4,512 5,643 Lighting: 0 0 0 Ductwork: 1,023 253 262 515 Infiltration: Winter CFM: 97, Summer CFM: 0 !3,185 0 0 0 Ventilation: Winter CFM: 200, Summer CFM: 200 �7,599 5,496 1,366 6,862 Humidification (Winter)24.24 gal/day : �3,889 0 0 0 AED_Excursion: __ _ _...___ 0 0__ 2,686__ 2,686_ _ _ ___ System 1 Load Totals: 75,734 8,480 29,107 37,587 '` �� .M�� " � � �.r�'t�'s�(�1 �. �: ' .,��.� ,, ..1„,,. '.. ',d'�, ` s z,� .� � ., f�'�,W i� �.,. � �,,.,.• H �; - Supply CFM: 1,300 CFM Per Square ft.: 0.259 Square ft. of Room Area: 5,016 Square ft. PE:r Ton: 1,601 Volume (ft')of Cond. Space: 43,364 ��'�'L�i�i��" � �"' fiy: �\\�r..� %,�'� � . � . �'a'�...: . .��. Total Heating Required Including Ventilation Air: 75,734 Btuh 75.734 MBH Total Sensible Gain: 29,107 Btuh 77 % Total Latent Gain: 8,480 Btuh 23 % M:\...\DRH 5351- 1339 Quail NE Front Door(Eagan).rh9 Thursday, April 09, 2015, 2:06 PM ;tthvac-Ft�i��stlaal�L�ght��me��l FI1/p►�Loacls ��' � � � �i�S�u'at+�L��'��k��t�,I�ic; ��3�rejPlut�air��t��#�n9 ��'�� -��'�� ,� �� 'E�,3�Qua��r��C��r ��i 'PI'rit ' h .I�hl.1��'�"'" ��:� , ' � 'a_ �,...... � ., �: w;,.�,. a.. :. System 1 �ummar�Laads �cc�rrt'd} �, �u y � � Y � .� >� f � ,y , � � � � � , ,t . ,. �' e /��.. F''��'�%:� , ,> ,�>�.,„,. ..�'�. .�,i.:sy�.. i i��,.. , . ��.:�. �,..z �� , ::::.r�. �'R ....�%�, �'��. �. �� T�tal Cooling Required Including Ventilation Air: 37,587 Btuh 3.13�Tons(Based On Sensible+ Latent) , � , � �3.t� , F� �� ..., ..� ;.. : . E. :.�� , : ,, ..;....:;,�� ,,. ��3�: �H..., tF�, ..-_ ' .`�. r s- �' ..:�� . ,. , �£�i�SL'.' '` �' �`..€ , .3.�"�..=...s�` 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. M:\...\DRH 5351- 1339 Quail NE Front Door(Eagan).rh9 Thursday, April 09, 2015, 2:06 PM Site address 1339 Quaii Creek Circle, Eagan MN Date 4-9-15 Contractor Sabre Plumbin & Heatin Completed Mich;ael H 9 9 ev Section A Ventilation Quantity (Determine quantity by using Table N1304.2 or Equation l:l-1) Square feet(Conditioned area including Basement—finished or unfinished) 5016 Total required ventilzition 200 Number of bedrooms 5 Continuous ventilatic�n 1 00 Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous VentilationRates(in cfm) Number of Bedrooms 1 2 3 4 5 fi Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90J45 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 145j73 160/80 175/88 3501-4000 110/55 125f63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 21 05 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilatior�rate(cfm) Total ventilation—The mechanical ventifation 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 considerati�on of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm,shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventil;ation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:\SAFETY�JK\Vent-makeup-comb air submittal(2).docx Section B Ventilation Method (Choose either balanced or exhaust oniy) �Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recov- �Exhaust only ery Ventilator)—cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating by more than 1009�. Low cfm: ��^ High cfm: �� Continuous fan rating in cfm(capacity must not exceed `t continuous ventilation rating by more than 100g'o) Directions-Choose the method of venti/ation, ba/anced or exhaust only. ealanced ventilation systems are typica/ly HRV or ERV's. Enter the low and high cfm amounts. Low c m air flow must be equal to or greater th�an the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfim,the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage o�Feach hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fan is for, the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c m air rating and/ess than 100%greater than the continuous rate. (For instance,if the low cfm is�40 cfm,the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operate��a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ERV has wall control-set on 70°/a=217 CFM per hour ERV has wall control-set on 40%= 124 CFM per hour Directions-Describe the operation of the ventilation system. There should be adequate detail.for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of contro/s 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 wiU be installed.If it will be connected and interfaced with the air harrdling equipment,please describe such connections as detailed in the manufactures'installation instructions.If the installation instrucfions require or recommend the equipment to be interfocked with the air handling equipment for proper operation,such interconnection shall be made and described. Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate,however, if atmospherically vented appliances orsolid fuel appliances are installed, use the appropriate column. For existing dwellings,see IMC 501.3.3. Please note,if the makeup air quantity is negative,no additional makeup air will be re- quired for ventilation,if the va/ue is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type (round, rectangular,flex or rigidJ to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EO!UIPMENT W DWELLINGS (Additional combustion air will be required for combustion appiiances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appiiances and gas or oil appliance or ly vented gas or oii 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/sf) b)conditioned floor area(sf)(including 5016 unfinished basements) Estimated House Infiltretion(cfm):[ia 753 x lb] z.Exhaust Capacity ERV=O 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)80%of largest exhaust rating(cfm); Kitchen hood typically 24� (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically NOt (not applicabie if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 375 �za+zb+z�+za] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 753 above) Makeup Air Quantity(cfm); [3a-3b] -37$ (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer Not Re �C� to Table 501.4.2 q A. Use this column if thereare other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appfiance per venting system.(Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this cofumn 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 Existin�g Dweiling 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- Duct di- piiances,or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passiveopening 1-36 1-22 1-15 1-9 3 Passiveopening 37-66 23-41 16-28 30-17 4 Passiveopening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47—69 29—42 6 Passiveopening 164-232 101-143 70-99 43-61 7 Passive opening 233—317 144-195 100—135 62—83 8 Passiveopening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 wJmotorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for 1:he 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 wented appiiance is installed. D. Powered makeup air shall be electricaily interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) � Passive(see IFGC Appendix E,Worksheet E-1) Size and type 2"Rigid,3"Flex ❑ Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the a,ppropriate box,not required. If a power vented or atmospherically vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see belowJ. Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that requir�e the combustion air. Section F calcularions follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be�Ned out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: ,�o0000 �Draft Hood �Fan Assisted ✓aDirect Vent Input: Btu/hr or Power Vent Water Heater: �O 000 �Draft Hood �✓ Fan Assisted �Direct Vent Input: � Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 2 736 The CAS includes all spaces connected to one another by code compliant opening�s. CAS volume: ' ft3 LxWxH 18 � 19w 8' 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�ot known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: a0000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: �OOO ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: O Btu/'hr Use Natural draft Appliances column in Tabie E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Tota)Required Volume(TRV)=RVFA+RVNDA TRV= �000 + � _ �000 TRV ft3 If CAS Volume(from Step 2)is qreater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=2736 �3000 = .9� Step 6:Caiculate Reduction Factor(RF). RF=1 minus Ratio RF=1- .91 = .,09 Step 7:Calculate single outdoor opening as if all combustion air is from outside. �0000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: ,Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Z 4000o z_ 13.33 z Total Btu/hr divided by 3000 Btu/hr per in CAOA= /3000 etu/hr per in - in Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= �3.33 X .09 = 1.2 inZ Step 9:Calculate Combustion AirApening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 J Minimum fAOA= � `�� in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. . , r IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Itating of Appliance) Input Rating Standard Method Known Air Infiitration R��te(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 j 1,050 525 15,000 750 1,125 563 ' 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 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 1CAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. � City Inspection Dept. Copy ��"� O��11 City Forester Copy Applicant/Builder Copy y��: � ��: ��. ;�;��►t�� '""^ � � i� � `� � � ��z �� ill�� : ��A.�� s � � � ��:�� it �. � £ ,: � : ; �x � �� , �� t C��N�C1 '��1 ��#�� ¢� "� �� ;, " ��'�!� � , �.... . � ' � � ,, .. � � 53>: � , � �...: v � ��w (BUILDER, PLEASE READ ATTACHIIAENTS) Development Dakota Path Lot Number 19 Block Number 6 Address 1339 Quail Creek Circle Builder D. R. Horton Phone Number: Rvan Contact: 651-302-0841 Tree Protection Reauirements: X Tree Protection Fencing Installed on Site(Erosion tubes) X Oak Tree Pruning(Immediately seal wa�unds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Four(4) Category B trees (>=2.5"caliper deciduous trees, or>= 6' hgt coniferous tree or i�lump deciduous tree). Per approved Tree Mitigation. Attachments: "�"'��—�--�-------- X Yes (Refer to ttacTied�ocu"ment�c�Tci�t��' `� '"'��`�'�`�' ` "° REViEWED � r Additional Notes: �� DATE._,_., �'�" � .�. 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('�ood t� � �.,.___ � 3�2 ASH 20 C�ood � � C� 104 I � 1 Fair � 396 ALD �166 I 14 Fair � 3A6 BQX 1 Fair � � !� 467 ; t2 3A7 IYIM.SL 15 Good � 1�. 366 AlD I 1 Fair � � '!4. 3BP AAAMM,8� 14.5 Good '�+�- 6fb ; f �H 12 Fair � 501 I _...�m.., �. � � 13 C�ood 'LJW Ot2 SPECIFiCATiON Wi4S IY DiRECT SUPERVi310N AND THAT 1 �RS su ESSIONAL ENGINEER UNDER THE e''� ��F� �”- � ��"- ; --'.a � SA,THRE—BERGQUIST, � � m �� 150 St1UTH BROADWAY 1NAYL�TA, MN. 5539t (952) •�� cP Q' • y LOT SURVEY CHECKLIST FOR REaIDENTIAL /;GaC/ �� J BUILDING PERMIT APPLfCAI"ION i Q U L ' PROPERTl'LEGAL: I I , ��o� ��'I��d— ��'�7�, DATE QF SURVE`f: ��fJ.S� LATEST REVISIOI�I: � `� � � ��-( � 1��- �-'�c�C � � � , � U � O z Q DOCUMENT STANDARDS � 0 0 • Registered Land Surveyor signature and company �^ ❑ ❑ • Building Permit Applicant � ❑ ❑ • Legal description �' p 0 • Address �0 ❑ • North arrow and scale �' ❑ ❑ • House type (rambier,walkout, split w(o, split entry, lookout, etc.) �p ❑ ❑ • Directional drainage arrows with slope/gradient% ` �' ❑ ❑ • Propased/existing sewer and water senrices& invert elevation �/e1 ❑ ❑ • Street name � ❑ � • Driveway(grade&width-in R/W and back of curb, 22' max.) ,y�' 0 ❑ • Lot Square Foofage �' 0 ❑ • Lot Coverage ELEVATIONS Existinq �,P1 ❑ ❑ • Property corners � ❑ 0 � Top of curb at the driveway and property line extensions �P1 ❑ ❑ • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trern�hes ❑� ❑ • Waterways (pond, stream,etc.) Proposed , �1 ❑ ❑ • Garage floor � ❑ � • Basement floor � ❑ ❑ • Lowest exposed e(evation (walkouUwindow) �( ❑ 0 • Property corners �' 0 ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ �f ❑ • Easement line � ❑ • NWL 0 �' ❑ • HWL ❑ � ❑ • Pond#designation ❑ �' ❑ • Emergency Overtlow Elevation � ❑ fi�'° 0 • Pond/Wetland buffer delineation ' Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS �' ❑ 0 • Lot lines/Bearings&dimensions �0' ❑ ❑ • Righf-of-way and street width (to back of curb) � ❑ ❑ • Proposed home dimensions including any proposed decks, ove:rhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ,a' ❑ ❑ • Show all easements of record and any City utilities within those easements �f � ❑ • Setbacks of proposed sfructure and sideyard setback of adjacent existing structures ❑ �" ❑ • Retaining wall requiremenfs: __ Reviewed By� Date �% � G:/FORMS/Building Permit Application Rev. 11-26-04 i o}osauu4W '�;una� o}o�oQ � � '" ' t4L9-A68 {LS6} 7tvd 1�409-068 $ZSB} �3NOHd •Hl`dd b'lONdQ �9 �I�oiB '6l a��l �"` f,/! �"' C�'! �p 2 4. �,. 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C? (� . � 1 �� ) � � � 5_33 'G� �� c� _ } g��'�N � ' ��5°4 > • Use BLUE or BLACK Ink � r----------------- I For Office Use � �� i j ) I � �'�' � Permit#: � �� ` � CitV of EaDan �� v� . � . //,v� � d b a , I Perrnit Fee. G v � 3830 Pilot Knob Road n\ f�' I I Eagan MN 55122 \ `(C I -/�r�, I Phone:(657)675-5675 � ` i Date Received: i Fax: (651)675-5694 j Staff: �, I �-----------------� 2015 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: Site Address: I 7 3 al Qua i l CI�.�1�- L�IY'G�� Tenant: Suite#: -� � _ �h� � �� Name: Phone: �� Address/City/Zip:� � � Applicant is: Owner Contractor � � Description of work: ��.� ��A,1O�1�.�.�J51 D Yl °�� ' � � Construction Cost: $OO O - ��0 Estimated Completion Date: �� ;, �� '� � ° Name:�� Y��Q1 � ��D� License#: �C��S�� :- �� Address:_�S��yL��L�1�1-�1, � _City: �0 U1�/Vl ��a�� b = °�� ,�� State:�_Zip: �J�J�`�-1 Phone:�(��• Z.�J3' �}'1� �_ � - �w �°� �A '� �,ta�n ��`� , _�� ' Contact: ,'�G� EmaiL• FIRE PERMIT TYPE WORK TYPE ✓Sprinkler System(#of heads� ✓ Ne�v _Addition _Fire Pump _Standpipe Alte�rations _Remodel Other: Other: DESCRIPTION OF WORK: Commercial ✓Residential Educational FEES $55.00 Permit Fee Minimum Contract Value$ x.01 *If contract value is LESS than$10,010, Surcharge=$5.00 **If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 -� Permit Fee "*"If the project valuation is over$1 million, please call for Surcharge =$ Surcharge'' $100.00 Residential New{includes$5.00 State Surcharge) _� '� .��TOTAL FEE 3/4"Displacement Fire Meter;-$270.00 =$ Fire Meter _$ TOTAL FEE *Requiremenfs: 2 complete sets of drawings and specifications,cut sheets on rnaterials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is coimplete 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. x �",Q/� X�� Applicant's rinted Name Applicant's Sign ture ti F �� FOR'OFFICE I�SE �`�`�� -�'` �:�� :�� .��- ��. �� `� �� , �_ ` �� a�� ' � �;'��'' � � � �., ��a�a�- s,�, , � � - � RE4UIRED INSP�CTIONSr` � � � � � � �� 7 �, � � � �� '� g� � � -� �iytl st�t�c � � �� , �� . , � „� , � �� .: � � � � , � �� < �P.. 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' � � � ; �. �� .� � w . �... :. � � u ...: � ,{ . . �... .., . .:, „ `� � �> � Page 1 C:\Users\adam.pintz\Documents\My Woode Files\2013.4\JL Schwieters-DRHorton5351-B-GL.dsn + LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 2014.1 07/10/15 08:17:52 WARNING' ------- *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD-E DESIGN 2014.1 EXPIRES ON 3 31 2016. LP WILL MAKE AVAILABLE TO / / ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SOFTWARE IN / � � � THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, ;�, ( INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. �/ � �� COMPANY: Amerhart JOB ID: JL Schwieters-DRHorton5351-B-GL STATE: MN CODE: IBC PRODUCT: 3-PLY 1-3/4" X 11-7/8" LP LSL 1.55E � �r�r✓� DESIGN CRITERIA FOR FLOOR BEAM (UNFACTORED LOADS) �� ---------------------------- LIVE DEAD SAFE SPAN (L) SPAN (R) ALLOWABLE DEFLECTION (PSF) (PSF) LOAD CARRIED CARRIED LOADING LIVE TOTAL ----- ----- ---- -------- -------- ------- ---------- --------- 40 15 NO 5.000' 19.000' TOP L/360 L/240 �Z.� SPAN CARRIED IS CONTINUOUS. ' ) �� L/ ALLOWABLE / WORRING STRESS DESIGN DATA DEFLECTION I', ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD ------------------------------- - ��'1�-� ��2�� /�1 ACTUAL 6130 17138 7587 0.280 0.384 ALLOWABLE 8976 24303 17041 0.414 0.621 ( I STRESS INDICES 0.68 0.71 0.45 L/531 L/388 LOAD CASE 3 1 1 3 3 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR I TWICE THE LENGTH FOR CANTILEVERS (2L) . CONNECTION --------- *** DESIGN ASSUMES ALL "TOP" LOADS ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. FROM ONE FACE ONLY. STAGGER ROWS. FLIP BEAM AND ATTACH THE THIRD PLY WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. TO THE UN-NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS (3-1/4") MAY BE U5ED. NOTES I *** PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS. ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT DESIGNER. *** COMPRESSION EDGE BRACING REQUIRED AT 62" O.C. OR LESS. STRUCTURAL GEOMETRY • ------------------- SPAN 1 SPAN 2 -------- -------- 12.500' 6.250' TOTAL SPAN: 18.75 FT LOAD PATTERNS CASE SPAN SHAPE TYPE SOURCE LOADING W1 W2 X1 (FT) X2 (FT) ---- ---- ----- ------ ------ ------- ------------ --- ----- ------- +ALL 1 UNIF DEAD FLOOR TOP 317.8 PLF 0.000 12.500 +ALL 1 UNIF WEIGHT BEAM 19.9 PLF 0.000 12.500 +ALL 2 UNIF DEAD FLOOR TOP 317.8 PLF 0.000 6.250 'I +ALL 2 UNIF WEIGHT BEAM 19.9 PLF 0.000 6.250 I , , • Page 2 JL Schwieters-DRHorton5351-B-GL.dsn � +l 1 UNIF LIVE FLOOR TOP 847.6 PLF 0.000 12.500 +l 2 UNIF LIVE FLOOR TOP 847.6 PLF 0.000 6.250 +2 1 UNIF LIVE FLOOR TOP 0.0 PLF 0.000 12.500 +2 2 UNIF LIVE FLOOR TOP 0.0 PLF 0.000 6.250 +3 1 UNIF LIVE FLOOR TOP 847.6 PLF 0.000 12.500 +4 2 UNIF LIVE FLOOR TOP 847.6 PLF 0.000 6.250 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (LB-FT) SHEAR (LBS) LDF -------------- ---- --------------- ----------- ---- 1 -17138 7587 1.00 2 -4883 2176 0.90 3 -15789 7478 1.00 4 -6232 3521 1.00 UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS REACTIONS FOR TOTAL LOADS CASE BRG#1 BRG#2 BRG#3 1 6019 15280 926 2 1715 4354 264 3 6130 12300 -1502 4 1605 7334 2692 REACTIONS FOR DEAD LOAD CASE BRG#1 BRG#2 BRG#3 ----- ----- 1 1715 4354 264 2 1715 4354 264 3 1715 4354 264 4 1715 4354 264 REACTIONS FOR LIVE LOAD CASE BRG#1 BRG#2 BRG#3 ---- ----- ----- ----- 1 4304 10926 662 2 0 0 0 3 4414 7946 -1766 4 -110 2980 2428 MINIMUM BEARING SIZES (IN) ' BRG# 1 BRG# 2 BRG# 3 I 1.954 4.961 1.500 LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? INSTANT LONG-TERM ---- ---- ----- ----- ------- ------ ------ -------- ------- ------------ 1 1 0.261 0.414 L/570 0.366 0.621 L/408 1 2 -0.014 0.206 L/5169 -0.020 0.309 L/3696 2 1 0.000 0.414 0.104 0.621 L/1431 0.104 0.156 2 2 0.000 0.206 -0.006 0.309 L/12971 -0.006 -0.009 3 1 0.280 0.414 L/531 0.384 0.621 L/388 3 2 -0.041 0.206 L/1822 -0.046 0.309 L/1620 4 1 -0.020 0.414 L/7339 0.085 0.621 L/1748 4 2 0.029 0.206 L/2527 0.026 0.309 L/2889 **** FOR DEAD LOAD DEFLECTION DATA SEE LOAD CASE 2 **** **** TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS. **** **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR TWICE THE LENGTH FOR CANTILEVERS (2L) . STRESS INDICES CASE MSI VSI 1 0.71 0.45 2 0.22 0.14 e � Page 3 JL Schwieters-DRHorton5351-B-GL.dsn . 3 0.65 0.44 4 0.26 0.21 SLENDERNESS RATIO = 2.26 LIMIT = 10.00 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN LP LVL, LP LSL, OR LPI-JOISTS IS STRICTLY PROHIBITED. 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G� �2 .. � �« � �s� �� N E�a �¢ � > w�N O_JrvviH~m � F-.pi.�i.p.pa 1=�P.y � �6 N y O V'e O K'-Irl�..i 0�.��..�v... �� N � � u vom i �.'^i."�-i."�-i.'i s�'oe� s�'o.�i�'a,�"�o � (I�I �C (a O'ti�V°c�£�.y..a .y �.i��'i �.i�� M �J 3 J Z � � y x �w�.,f€P ��i i � be � � a OmLLFm�U.yN.y.^-� \[�r VI � omos u � i i , � `\l � � 0 °i � \� Z ~ ^ uNr��m �r� �? LL �l R / m FJJU ~�m ��Opm rvrvm a PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA132672 Date Issued:08/27/2015 Permit Category:ePermit Site Address: 1339 Quail Creek Cir Lot:19 Block: 6 Addition: Dakota Path PID:10-19540-06-190 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 - Dr Horton Inc Minnesota 20860 Kenbridge Ct Ste 100 Lakeville MN 55044 Bob Sable Services 5242 Quebec Ave N New Hope MN 55428 (612) 534-6526 Applicant/Permitee: Signature Issued By: Signature Cl�� of Ea�a� Address: 1339 Quail Creek Circle Permit#: 130587 The following items were/were not completed at the Final Inspection on: �'�� -�� :�i4 �� .'.A �� ic � �/ � 3 _ �E � � t .i' / � 3�' . ..,. ;a� 3 �e -: f ,�ee�. „ �: „✓/� / i.H ,:3'. , ,, ;. ,�l,3�3...-.-., e , „_„N��r'4�.,, .._, .,,,, 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 � ��/7!2 J J��'� Trail/ Curb Damage Porch Lower Level Finish Deck Fireplace n� ��n /�� • 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. f Building Inspector: /�� f � G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Building Permit Number:EA176969 Date Issued:06/09/2022 Permit Category:ePermit Site Address: 1339 Quail Creek Cir Lot:19 Block: 6 Addition: Dakota Path PID:10-19540-06-190 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - John David Bullock 1339 Quail Creek Cir Eagan MN 55123 Twin City Fireplace & Stone Company 6521 Cecilia Cir Minneapolis MN 55439 (952) 941-2685 Applicant/Permitee: Signature Issued By: Signature