The URL can be used to link to this page

3344 Sherman Ctld D ?v? 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 P492501 • Structural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Certificate of Survey (1) • Civil Plans (2) • Code Analysis (1) " • Landscaping Plans (2) • Project Specs (1) • Code Analysis (1) " • Spec.: Insp. & Testing Schedule • Certificate of Survey (1) • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Meter size must be established • Meter size must be established l • Project Specs (1) 1 • Energy Calculations (1) -'Electric Power & Lighting Form (1) 1 ., • Master Exit Plan (1) 1 • Emergency Respgngq Site,plan (1) 1 • Soils Report ? A (1) • SAC determination - call 651-602-1 000 • SAC determination - call -B02-1 , 000 • .., • Fire Stoooino Submittals.--' ofl,q3l?, 7s' C,,4 t of um ?IHIOS /h" aM- • Architectural Plans (2) sets • Code Analysis (1) " • Project Specs (1) • Key Plan (1) • Master Exit Plan (1) • Energy Calculations (1) not always" • Elec. Power & Lighting Form (1) not always- • Meter size must be established-'d applicable • SAC determination 1' • 1 - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food &.beverage or lodging facilities. ' ** Contact Building Inspections for sample and if required • - •'• **• Permit for new building or addition will not be processed without Emergency Response Site Plan. .-? 22 Date 07, - ? ? Construction-Cost Site Address S-3? AA l(YV1QX? P-aaaY\ Unit/Ste # Tenant Name 0 Former Tenan Nam? e Desc ption o f Work ,` C rul:A ' 7w USA a b r \ Property Owner ,?f ? ? ( dJCY ? ?n Vi l9f?S ? Telephone # ( ) Contractor Address ?pC? d ZS emu{ • C?al? -City State i. Zip 5230 Telephone # (?>V) Z57- • 7 7- (01 Arch/Engr Registration # lzZe)A Address -2-1 to ?f t(? 4o3 C, k 07- City C ? - C-1pp¢ State y? Zip ?6301 Telephone#j72 EJL' ' > 7 2005 ?] I Licensed plumber installing new sewerlwater service: z1 • -%A) I Cain UI VIS Phone #: & l? ) I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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. mom N?ey\&` is Printed Name -T(glk"?- -,(RA( b1Z-Wo653Z4( Ap tcplicpl ant's Signature -• • • % OFFICE USE ONLY Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments &?27 Commercial/Industrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types 9" 31 New of 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32: Addition ? 36 Move Bldg. ? 42 Demolish (Foundati on) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement "Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation q= 4q5' Occupancy 8 MCES System Census Code 32`{ Zoning pl:)_ City Water LOS SAC Units Stories N ptty2. Booster Pump Nbr. of Units Sq. Ft. -T644 PRV Nbr. of Bldgs Length 79 Fire Sprinklered AG Type of Const Width 7150' Required Inspections Footings (new bldg) // ? Insulation _ Footings (deck) / Final/C.O. Footings (addition) Final/No C.O. _ _? Foundation _ _ Other _ Drain Tile Roof ?Ice Pr - Decking Insul ?Final - Pool - Ftgs _ Air/Gas Tests. - Final _ Framing _ Siding - Stucco - Stone Fireplace - R.I. - Air Test -Final - Windows Approved By: Planning k<<. Building Inspector Base Fee Surcharge Plan Review 2.5% t5i+wle.?iwl MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total : ,993.00 v ? 01.60 9/0 - Js a,9odoo .260.00 ? ? 4#06. do .so 'Til City of Eap Pat Geagan MAYOR Peggy Carlson Cyndee Fields Mike Maguire Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. March 18, 2005 TOM HENDEL LYON CONTRACTING 60025 TH AVENUE SOUTH, STE. 111 ST. CLOUD, MN 56301 Re: Birchwood Office Park Building #3 3344 Sherman Court Dear Mr. Hendel: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Please provide attic access as required in Section 1208.2 2. Submit a detail showing how draft stopping the attic will meet Section 716.4.3 3. Provide a catwalk in attic 24 inches wide and constructed above the insulation. Any questions about this request contact the Fire Marshal at 651-675-5676. 4. Exterior wall section on Sheet A3 does not reflect what is approved for the elevations. Please submit an addendum showing the proper detail. If you have any questions regarding the above, please contact me at 651-675-5676. Sincerely, Mike Lence Senior Inspector ML/j eh cc: Norm Cole, Cole Group Architects, 216 Park Ave., Ste. 102, St. Cloud, MN 56301 Dale Schoeppner, Chief Building Official TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: MIKE LENCE, SENIOR INSPECTOR DATE: MARCH 15, 2005 RE: PLAN REVIEW FOR BIRCHWOOD OFFICE CONDOS BLDG #3 3344 SHERMAN COURT LOT 3, BLOCK 1, BIRCHWOOD OFFICE PARK The plans are in our plan review section for your review and comment. #17 Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required Signature Date ZONING? METER SIZE CD/FORMSBLDG INSP/PLAN REVIEW /MIKE LENCE REVISED 02/04 Metropolitan Council March 10, 2005 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: Environmental Services The Metropolitan Council Environmental Services Division has determined SAC for the Birchwood of Eagan — Building #3 to be located within the City of Eagan. g3 11 -1i SAorr et z / //pe rf./4:- Oh l� ' This project should be charged 2 SAC Units, as determined below. /A-6 -1 FoArti bi SAC Units Charges: Office 5928 sq. ft. @ 2400 sq. ft./SAC Unit If you have any questions, call me at 651-602-1113. Sincerely, Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (330) 050310S7 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Lyon Contracting 2.47 or 2 www.metrocouncil.org Metro Info Line 602-1888 230 East Fifth Street • St. Paul, Minnesota 55101-1626 • (651) 602-1005 • Fax 602-1138 • TTY 291-0904 An Equal Opportunity Employer Use BLUE or BLACK MICA 6-4 For Office Use 1j® C/7 40 au Permit*: /4.76095/i 4 City of Ea AUG 11 Permit Fee: /gt 1/ 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 i buildinqinspections a(D.cityofeagan.com Staff R1 W 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 8/14/2017 Site Address: 3344 Sherman Court, Eagan Tenant Name: (Tenant is: New/ Existing) Suite#: Former Tenant: Name: 3352 SHERMAN COURT LLC Pte: 612 414 8485 Property Owner Address rcity/Zip: 1505 Pinetree pass .1z c-n Applicant is: ✓ Owner Contractor Type of Work Description of work: Office Building Construction Cost $750,000 Name: VA IQ(o V D CO 1J61". 1 t.)G License#: ✓ contractor - Address: 2 356 IN�/C,I.(K" 9r. , SV t'1� t l city: [.�asU L- State: N1 N Zip: 5 5. 114 Phone: 4 I • 155' • ISS I Contact ' (LL )4F t,D Email:bl be elc&vagl uarzicon .caws Name: Cole Group Registration*: 22288 Architect/Engineer Address: 216 Park Ave S # 102 St.Cloud City: State: MN Zip: 56301 Phone: 320 654 6570 s r-- Contact Person: Norm Cole Email: norm@colearch.net Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documentsthat you are considered to be public kiforminkin. Prelims of the information may be classified as if ou provide speak mamma that would permit the C ►to conaissie 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.citvofeagan.com/subscribe. 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.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. Applicant's Printed Name Applicant's ' ture srle,c a Page 1 of 3 -11 > ? /V 'ADO OT WRITE BELOW THIS LINEig&Oq-5—. SUB TYPES Foundation Public Facility _ Exterior Alteration-Apartments ✓/Commercial I Industrial Accessory Building Exterior Alteration-Commercial Apartments Greenhouse I Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES ✓ New Interior Improvement Siding — Demolish Building* Addition Exterior Improvement Reroof Demolish Interior Alteration Repair Windows _ Demolish Foundation Replace Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION l Valuation 1SO�t j ,e'- Occupancy15 MCES System Plan Review ✓ Code Edition SAC Units d- L-ET ?'� le (25% 100% ✓) Zoning PP City Water ✓ Census Code Stories Booster Pump #of Units to Square Feet PRV #of Buildings / Length Fire Sprinklers eve Type of Construction V • 8 Width REQUIRED INSPECTIONS Footings New Building Deck Addition Drain Tile 1/ Foundation Foundation Before Backfill Retaining Wall Vapor Barrier _ Erosion Control V/Framing 30 Minutes 1/1 Hour Steel Reinforcement ✓ Jnsulation Concrete Entrance Apron V Sheetrock Other: /Roof:_D/ecking Insulation Ice&Water Final __ /Meter Size: —V__ Siding: ✓Stucco Lath '�Stone Lath Brick V EFTS N% Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test _Final s/ Final I C.O. Required Pool:__Footings Air/Gas Tests Final Final I No C.O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: E.5. .Planning New Business to Eagan: y6-5 Reviewed By: 014-i& ' , Building Inspector FEES Water Quality �/ Base Fee -7-'704 . 7s' Storm Sewer Trunk Surcharge — 375-. Sewer Trunk Plan Review 30 t-1. 3q Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant -- Stormwater Performance Security Treatment Plant(Irrigation) -- Landscape Security — Park Dedication _ Other: e, 111/- 151 Trail Dedication TOTAL. `f Page 2 of 3 MCES USE:Letter Reference: 170830A1 Address ID:556920 Payment ID:403989 /((60 .5 4z 6%J Date of Determination:08/30/17 Determination Expiration:08/30/19 Greetings! Please see the determination below. Project Name: Eagan Office Condos Project Address: 3344 Sherman Court Suite#/Campus: 101-106, Brichwood Office Park City Name: Eagan Applicant: Nagarjuna Bommareddy, 3352 Sherman Court LLC Special Notes: na Charge Calculation: Office: 6678 sq.ft. @ 2400 sq.ft./SAC=2.78 Total Charge: 2.78 Credit Calculation: Birchwood Office Park(SAC 08/05)=2.47 Total Credit: 2.47 Net SAC: 0.31 —or— 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:cory.mccullough@metc.state.mn.us Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North I St. Paul,MN 55101 1805 Phone 651 602.1000 I Fax 651.602.1550 I TTY 651 .)91.0904 retrocouncil.org METROPOLITAN �n Eq IV Oppt.r:ur 1y Q U N C t -'"''''Z'7:-:-----'--'1 f+.afbg 3h-a7 e'di�+S7+rgN �y off:. ". ■ ----------;p f----�.�:'„� ■ t.HH t«JtlE ■ ■ 7 • i wrw♦jam J� YlOi A.1NIA a]Af P.fal�9a'vV%r ■' ■, ofUa.mu_'w.s>wwr.�'foafd� Lo �(1� K.�^.fiDY()7 �:;!:‘,.....1 � .... •,.. M 7 b O)t!J29* % �%'nif41 M14!a.a.RT.u4 1 ` •■ .�.P'e-,Nn .m„ ,,,a� w.m'vfon.<.�f� � :�DV}IJv3 'L'T3YIS i�N C7Il1 . $ .O-.OI '� .t-.BIf .L-.fl 1 .O-AI ir ,7---- , ,„, 0,,' i•;%, 5) ' t. /"�._ I4.7 ,--4.;,:,° Ilio v I� ' � � 171:111111.1. 11 a % ! 3 m e I il > I_ a <Ez °�e •a'^ �w f x a o O Qw r z'C-) 1, b `.,. a ., `<, 2 O 0 O z y PII r v _ �r .r p�� w II�1 r�d� _�I�A F-IL m "Y � t u I u L?I cA a'< II L U w O v.' ;�.._ F .A v= m o Trc r ~ w ,' n II n I� IE m WI $ a III i I IFi■ ■I�I n 6I■�.I- f?'.I w () = i i�■I V C ( fi �■I■fi 2 ti V ° r ' I.\ Itis ," - U '�£�ISI T IJI / ' •K 8 H w + 4 p W` GN .. �__� �I .' aim W i7 ) 1u '7 ACV l0 i NOI O'' <)'a o 1 4 A-AI .L-�0 AI-.L .L-RI .O-AI i rc "-, `2m J aur - d~o `mpo� O �In� ��O 14• • !lig a o a w, U• It oe "r F 4 �r i Y N, rrs � O • f e� t 3 U • ir Z i� W$Si� • _1L7� -� `a. ° Q �o ,� saw �3:$� AI ©y�� m 2 1°1 • ../..1,,,_v_laiiii__...,...1 m%, ~o pI �$y�I�~yr xi°m°xOe .f-s A .>-f "" r r -1 'f g G '- <( 6-A p s'�c= �saZz=�u� � Ll i 1 e� oox��xx'�u:xr-,.0 ,Q 3 -... r r LL .......oe�flitia_e: Q E ".. r r r if I., 1 3 © 1 6 TA J $ i a ■w� '�1� o Ori O I C 4 s 0 nFt6 IIRihr ak ^ • w Q tall, i�1� _ -� 7e ;' g-1F g I © �o `(')`1 $ sig iiU; It mI i .0-.f AI-.f .L) .f-d a y x x x x b y 4... 3 Ai .""" rr � F x "_x Ft 1 s Y/7 11x[ i 111[ 1i Eta aI WIi �, ` 4-� .,..'o"i.-wi`s"?ea ■ —-— .+nwns4�iea n- z;+�M■ - - ■ Mil W‘°Y2 ■ ■ and -;:i.-,;%;-; -a a B 7 ■ .,;:::.:24'•'1 7 YtLO 1,".; 1, �r qa A m9a+mPm — - w »r++e.v wa�Ne hnP;q„„::::•"'_ l+aa Dvo L# '')1 'TF (>r cl)N()'1 n s i o s i i w p r r >ama..`.o ammFawa an n•vsu Ln+am pm+.r l R.-11.401.r/ R(3-00M r.)14.1 7'K19 o. "' 0 w rw ami.,.n sv wi. ""`":. - _ Jq .B 51 T .L-AL 11 rvCi1 A3 335 .. „_-,,_;t:.; O_/� brt .1 _t :11L r 1 n > �I /� W . raw . F U rtil T p 111 t.l V WW <Ta U V, ' o y ti / \ C _ _ a T"! ____J Q 11 .�/ i rl n' i, a `____ r amae3 ; a m Q W Q ) fJ C [e . r Lv°v< YYl m6mm << �I r O I ZO ,a:^ p2p tgi. I" ? W a o'o°m°• _ i W _t.l N :,1,,iJ O O � LL T ,N . W IL' LLI I vti r P n^ d ft- O''w I z Q u y 1�u 3 N^ t I l 'o o B . It WM I O lis � m i< n w. u 7 rel. _,� ��W . ., a m y�B� 1 1J 1 1 F El 5 Rw t.i 14 Z Z ''5 Q e-51 '� / .O-.LL (Y� O 5 m < a U - E o u ' 19 i � n } �I 1t1§ oG do l b V Ft ^-1 n Y �Q§ n b ,k- N " s .°w u gi 111 ^ tr. € 3 ! il � F c! a go orcCw�C � i �'• < !i -P 4 EStS fag Sling E9 i if!, ~� c m� �� ? • 111 �m 9` >3&onmwiu" i $� ie 1��l9+,.m�.y3; @ ! F < 42ffim m ui$3u�a ! bipl - I c ? i!,1,1,f 0 Esy 1�P3 !/ II 1• 6 riiMli 4�Ego 0o §9tAR ' �g wF::�<..izooro? :� t rciz=wO^ � L ____ ii ® - .eie�u.troi4Jf1ERY�C9£ BDj•,•---- • w —x•xn.0 w- e] E'`v1 ) ; 1 5 1 a a.�.s. €— 1l ii ` !— �: h . 7C- C Use BLUE or BLACK Ink – * I ` r For Office Use j ,te___,,,,N ck‘pt\ii City of ��11 (2‘0' WU � S `_I fI Permit#: ! �. �. rS `� Permit Fee:/ 3830 Pilot Knob Road a G / , !I Eagan MN 55122 \ (L Date Received: IY I (651)675-5675 06 I buildinginspections(a3cityofeagan.com Staff: I J 2017 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. Date: 10j1,49)11 Site Address: /SLId ( etivw E� Tenant: ('' G �I C ( c& , it . Suite#: ,.� ' Q `i Name: U/ Vm�� C O J Phone: 6. --- Z62- vGc .W Name: CEA) -t?o,t?e, \-6(-(T $' AI R.- License#: ✓Y --tai actor Address:7' 6Z Ld71iiv(' A' City: ( AJ FJA) Ie_ State: Zip: 55316i Phone: 2-��(-e�a4� Email. 111-r (Z a lliwl -Co,M New Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. `�� ,., � Description of work: ,V M 1 AY( )N ' COMMERCIAL )-New Construction Modify Space `„ _Irrigation System(—yes/_no)l_RPZ/ PVB) !.; Rain sensors required on irrigation systems ,Type '* • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) _Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. kk" Domestic:Size&Type Fire: 1 a `'�'' „ .; Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ 12, Z( '4 x.01 $60.00 Permit Fee Minimum =$ 12i, GLA Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge) A =$ l/ if 1 3 Surcharge Surcharge=Contract Value x$0.0005 t ��1` If the project valuation is over$1 million,please call for Surcharge =$ l2Li ' ! TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$_2>5 c11 TOTAL FEE 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.cityofeadan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conforman - ,ith the ordinances a d 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- •erm that the ;.rk wi •e in accordance with the approved plan in the ease of work which requires a review and approval of plans. x ,f).M t: x Applicant's Pri ted Name App i r s ignature FOR©FFA USE t Appr . �.. Date: (2.3 � �` *.... Inspections:em` UnderG�t4'�� -ln .r`T� 0e Final V.,, .aired: , Yes Meter ed Iterns . ,- ," ter- , \ k �`>`: Radio Read -. "....: 3t \, 4�. Page 1 of 3 f r �� , rIr� For Office UsA • i i f tfrr� r 1 � 16141— i • • e /;n2) Permit* •�•� •�� f tom✓ EAGAN i Permit Fee: � / I -+�a � � `� Date Received: -..5 V— er 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 - �/941/S I (651)675 s 1)454_85351 54535 FAX:(651)675-5694Staff � bulldinainsoections., feaoan.com 2018 I#ACHANICAL PERMIT APPLICATION R, ❑ Pleas su it two(2)sets of plans with all commercial applications. C� J"�-' `1qN pniFO Date: Site Address: /sz4k4 � •6;u ` !�OZo g ant: �� d l(12- Ten Af 3-0 S Suifie#: eft; Name: Phone: '_ ` Address/City/Zip: R im^*x¢1`-� "ra'�`5pfi"'T'xf p i Name: t� � 1 � l� License#: ` "710G- ' Address: '�nJ Pl Cityr�-ti/V � "� :::41,1 state: l Y Vv Zip: �� 4 Phone: Sic "-14 t"tU`� Contact: a. A e Email: �1�a' - . >ir i t f New Replacement Additional Alteration Demolition Description �''�� of work `ia ,r '�- s`a �'*�v�''r�'q'�a '`^r'``yr; +amu"i'' '� . .®12�` ' l .. i:�.u� V-#17,144-, a. ._ `'-`"A�'d..+ / /s° 33S �ar. � RESIDENTIAL COMMERCIAL �ff 7 3 lig � p � ,, _Furnace ,[ Construction Interior improvement _Air Conditioner _Install Piping Processed Air Exchanger _Gas Exterior C "' _Heat Pump _Under/Above ground Tank (_Install i_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES LL $60.00 Permit Fee Minimum Contract Value$I � x.01 $75.00 Underground tank installation/removal,includes State Surcharge =$ 0 Permit Fee Surcharge=Contract Value x$0.0005 '$ ) 'l �v Surcharge If the project valuation is over$1 million,please call for Surcharge =$ / 7. (t ' TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an small update on the City's website at www.citvofeauan.com/subscribe. I hereby acknowledge that the information is complete and accurate;that the-work will be in conformance with the ordinances and codes of the City of Eagan;that I understand the is not a permit,but Doty an application for a permit,and work is start without a pe t;that the work wilt be in accordance with the a roved plan in the case of work which requires a review and approval of plans. xt � � x Appli nts Prin d Name AP iiia - gnature igt it :ayt f � a ,e�.r a, :9 ''S# .7 s Tzr / PU', '^. �s �,-mom s a �' 2 a ,� �° � . zw .,� Rz. .. Y �rs=moi .,r�._ : 1 ii .0 A i'tira For Office Ufa /1/St'310 I i' %�' , , ,i0 0 E AGA N ' t�ri i .Uk/ ::::_ % Z6 �jt /� ..1%Aa.. "ED Date Received: r�t�_/t�' 3830 PILOT,KNOB ROAD I EAGAN, MN 55122-1810 FiH4 S I (651)6753 j e mi 1N 1)454-8535 I FAX:(651)675-5694 Staff I buildinainsoection feaaan.com Cid F L a 2018 MECHANICAL PERMIT APPLICATION ,?,c/ 0 Pleas su it two(2)sets of plans with all commercial applications. `; ,� J4N �V�O Date: Site Address: S3‘f ( eP- M! (c)ue r a49Pn Tenant: -OattCXft ) 0 t'Ej'(il_, (10i SO S Suite#: l °C)--- �� „�a Name: Phone: ,-� Address/City/Zip: p: Y...c#. Name: tit A?cobtUi ? . t A11/V3 'It A(_ License*. lik_ , ,lt,iitt- Address: -74oAI/N ,tIc( AV' . CityL 'V '? �P,�'�z M'J Zip:p: f�'c„3 4� 1�1 Phone: — i5� "' 1�Ul `( r Contact: [ej/i Email: sa i _ - A 11—Ai ft # us ' New Replacement Additional Alteration Demolition ;'s''ti ''' _,, Description of work 5,y , < le �' �;.ya i i's�2t°'3 ^b" / �/i it ':"'i." 1C 3 3t,.. - sz 2 .tirt w 9e is d 1rixpro ,'2.t`..:, mfi1` w . RESIDENTIAL COMMERCIAL Furnace , New Construction _Interior Improvement ' : Air Conditioner _Install Piping Processed .:, •n ;Air Exchanger _Gas Exterior HVAC Unit .. E —Heat Pump Under/Above ground Tank ( Install/_Remove) —Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ x.01 $75.00 Underground tank installation/removal, includes State Surcharge =$ gEti. 0 U Permit Fee Surcharge=Contract Value x$0.0005 =$ av Surcharge If the project valuation is over$1 million,please call for Surcharge =$ /2 ,, Ue/ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. 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 r •start without a pe t;that the work will be in accordance with the a roved plan in the case of work which requires a review and approval of plans. x + __ ......... x � �� Appli ant's Prin d Name Ap aV gnature a f` .4ilia It ' - a a ,;', . iti .. •,- rpt - • t, - , 'm- '';, ' n�7 ✓� i� :, Y 3 ,1 fi'�cs�;, r SYnoa N" fi ' .,..+. ,.� �r %. or or II II A �srr For tN iUSA ii�i� i i �tr� • el 41 t ::._ ce ii I/875t0,)___ � � 1 EAGAN zoo- •�� li Date Received: /.tet —/( -•��. 3830 PILOT KNOB ROAD EAGAN, MN 55122-118)16075-5694 �1 l9 I (651)6761447'53 p;1i{6 1)454-8535 I FAX:(65Staff: i buildinainsoections feanan.com L I Ch6dJ 2018 MECHANICAL PERMIT APPLICATION RC/ ❑ Pleas su it two(2)sets of plans with all commercial applications. 'QN1/ O Date: Site Address: s3'y eN (1X) " ` `��?0,® Tenant: 't• (9 c-t/LC �ti 31Q Suite#: it 3 .2 Name: Phone: c Address/City/Zip: p 3 C Y'sr r Name: :,A1 [- A11 4k / (P.__ License#: Address: /4OZ V1JS\t&fr16%) Nlia- City EV & ft ) State: V iry Zip: & `T� Phone: —!Sic -0141- (o'4(( 1" Contact: _[ells ' * C3�-- Email: im : : i�. : t f New Replacement Additional Alteration Demolition vt« wx�� t� , Description of work: .%',` , �,,.'4 tea ��1'"Y".2 " '''''''«tii,�.� v {y w 'a'y2 n7 c:y"i'Y �'�d_ mss _ "Y .Tt' +�`S � S _ "z-S 'n° 4 F ( e Cyt G S +, � M RESIDENTIALCOMMERCIAL h , _Furnace7Zew Construction Interior Improvement ,�� —Air Conditioner _Install Piping _Processed '�a� Air Exchanger Gas Exterior HVAC Unit ¢-:, Heat Pump gr Under/Above ground Tank (_Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ C C' x.01 $75.00 Underground tank installation/removal,includes State Surcharge =$ (� Permit Fee =$ a Surcharge=Contract Value x$0.0005 Surcharge If the project valuation is over$1 million,please call for Surcharge =$ /2 VC, TOTAL FEE 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.citvof�an.com/subscribe. 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 wank is start without a pe t;that the work will be in accordance with the a� roved plan in the case of work which requires a review and approval of plans. x vY+'1 ....— with X aftAppli ant's Prin d Name Ap gnature f of � tri 0',.a -,0,1,414',-,,, ,.-...-:,--: s�,+�1 � is f x r d - t i V: } we ',tor ti� a n-, • ,.a i, -d x � � �� y�� •�, '�' eE � lx.� Y r,v 4 /Or Pr '%. .• , E AGA N , If Iva For Office Usx++ . j i �, i i -r, #iri ` r{� :::_ ' ' I _____te_____1— < -+0 ,,I/ D iCa `� Date Received: -�`L�'3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 -Pi/9151 (651)675 s 1}454-8535 FAX:(651)675-5694 /f 1 buildinainsoections feaaan.com MC1`-' . L 2018 MECHANICAL PERMIT APPLICATION /? C 0 Pleas su it two(2)sets of plans with all commercial applications. Date: Site Address: SZ4y H(\1A ) .(bOgr aO2 � /� /rte 0/8 1 Tenant: ..AZIC7l./�J� 0 tT/:(, - ti I D S Suite#: 1, � Name: ate Phone: Address/City/Zip: A Name: (��:i� t �� 11 License#: �� Lr S.,ti j Al/ City: Address: UG qat"e_ State: YVv Zip: 5�3� Phone: S2,'�1"t t'(U �t 4 ContactI() 1eEmail: JeL�, n (E61-ig . (Cl- : New Replacement Additional Alteration Demolition — ' `'~ y' Description of work '''''4;;;',.. " y�� Yysa� x`°� "e xa.F 3`-a " i`39 r k i��ii/iy,f sir. am v � S �� - ` x :,�:a� „«;� ,.. ,.. .,<, xs wt RESIDENTIAL COMMERCIAL ref., Furnace y Construction Interior Improvement Air Conditioner '� �� ` Install Piping Processed Air ExchangerExterior HVAC Unit � Gas_ t”':::;it —Heat Pump Under/Above ground Tank ( Install/_Remove) " Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ d h-' x.01 CC I i f $76.00 Underground tank installation/removal,includes State Surcharge =$ • 0 U Permit Fee Surcharge=Contract Value x$0.0005 '$ a u Surcharge If the project valuation is over$1 million,please call for Surcharge =$ /2 �� TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. 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 r- •start without a pe t't;that the work will be in accordance with the a roved plan in the case of work which requires a review and approval of plans. x April! nt's Pri d Name Ap .r if gnature .. ..a. ,... "a ae r, ,, .. z `, , ' :. ..t tta : ,, s �z��a` ' z�� , ,.. ,..�, ?is ,. �+, '..z ii d ' Or pi, , rira For O five Use . i E AGA � � i i f � �rr� f 46 349 L1I I I ♦ �i • , DPermit#:_ G t>n Z69"- / Permit Fee: I • 1'r v l Date Received: . —/ er 3830 PILQT,KNOB ROAD 1 EAGAN,MN 55122-1810 �l� S j (651)67lpL 5,3 p a i 1)454-85351FAX:(651)675-56946.3h6 Ste: i buildinainspections feaaan.comC L 2018 MECHANICAL PERMIT APPLICATION ,/? . 0 Pleas su it two(2)sets of plans with all commercial applications. �, �p�--- d44/ qN ��/�� Date: Site Address: SZ4k4 e?.01 eck-)F ` -O?DzB ti l Tenant: C.41/L.) 041 02— ( j' A., Q 5 Suite#: /v' • t - Name: � Phone: . Address/City/Zip: Name: _ . taPA11� k A+e-- License#: � � z� to s\,t,,,� Ail.Q. City e 41 / e1� " , Address. 9 1 Zip:'T'WAtiffX,:ttl S 3 �52.'C1�t-(o �{ � State: S. Lfu Phone: '' Contact p -? ,e?-- Email: Pt_N �'1 KA New Replacement Additional Alteration Demolition "�f� '..,': /"" " Description of work: '"� -`F_�� , �"� ^" °�a� as lzxn� s -oil P�a �.� ,;�, +' "' .� ' e ---.,...:;4:,:r,,,%'.,- COMMERCIAL �� RESIDENTIALr . ,. .. . _Furnace 7L4New Construction Interior Improvement ''t' . ' Air Conditioner _Install Piping i Processed s Air Exchanger Gas Exterior HVAC Unit yn -.•-"� _Heat Pump — _Under/Above ground Tank L Install/_Remove) .-s,n . Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$T/C.i C/ x.01 i $75.00 Underground tank installation/removal,includes State Surcharge =$ get/, 0(.1 Permit Fee Surcharge=Contract Value x$0.0005 =I av Surcharge If the project valuation is over$1 million,please call for Surcharge =$ /2 UC TOTAL FEE 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.citvofeauan.com/subscribe. 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 • •start without a pe t;that the work will be in accordance with the a.'roved plan in the case of work which requires a review and approval of plans. x 1r j Appli nt's Prin d Name Ap did gnature g S ,. tr s„,4.... _�.:...., ,.u . a m; , ,.. .,n,�..""M� %�'�fX�ff” �� ..,�� .. , ''.„us`t•,��bwi.`�,., _±'v,: . r. �-�”. i J.A l Pr ` , r` t 11"�rb For Office LJe• /J� %s' 'rr �" t� ::::_ EAGAN .. Z / ill ^+e� lD �w Date Received: r _F 3830 PILOT,KNOB ROAD J FAGAN,MN 55122-1810 //''s j (651)675 1)454-8535 FAX:(651)675-5694 Staff: I buitdinainspections feaaan.com /)//\� GL� L I V 2018 I�AHANICAL PERMIT APPLICATION � �/ 0 Pleas su it two(2)sets of plans with all commercial applications. �,�, ,( -- JAN rf/�O Date: Site Address: ?J y e (,fJIJ`�'' `��Z�,g Tenant SC)IIIJ (� l:02_ AJ r j 0 5 Suite#: / `P Vs. s„zi trvt.,. Name: Phone: Address/City/Zip: Name: £e? PeA11,J( A l L License*: 7 � ''''") ,/ ";'',.1' ,, .44*,g1 4, � Address: / UG. �JL�°CS�( A City: �� State: Zip: s��41( Phone: 40)‹j2,.'� t I—(014i,`t wA ti Contact: [ei>fa Email: �I'�: , i :3!I M �Al ,ti New Replacement Additional:1::7.4, Alteration Demolition Description of work �y�ti�,��,' a sj � "sa',✓/�' `"ns,��"�rps,r.aY" +, ,�xi�'�,�' rys�se' 14[ kte ,'. ",x> 1 "i oft 4 /�G to ` RESIDENTIAL COMMERCIAL tic, 0,.&7:- FIX-C-:,,,,.. Furnace ew Construction Interior Improvement . � —Air Conditioner Install Piping Processed Air Exchanger _Gas Exterior HVAC Unit _Heat Pump Under/Above ground Tank (_Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ x.01 i $75.00 Underground tank installationhemoval,includes State Surcharge =$ (��/ Permit Fee Surcharge=Contract Value x$0.0005 =$ , G iJ Surcharge If the project valuation is over$1 miction,please call for Surcharge =$ Cf ' TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscjibe. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the Cray of Eagan;that I understand this is not a permit,but only an application for a permit,and work is start without a pe t;that the work will be in accordance with thea roved plan in t�h1e case of work which requires a review and approval of plans. Appli ant's Prin d Name A � �. gnature .,,,,,.,,,,„:,,,,,,,„::.,;71,-11,7,1-4.!, x �� . ^.' • `�'i `'''''''',"1151..4. ;:t��"� '� ; 4 z r <Yip �+3 c o' ` t)../4.0.i4 \�..�`,< of � ,�2x+�Ar E �s �aw ''�;, y �t , os�r�.xr�'.arwrt�'a,.2x"m"< .... ,.., .� '. ,.fid.a„„,�. �s�:_i,. ...n.,u= � .e-` For Office Use .a l /-t Permit#: /5500 7 7— I7 1 --) - g--4. c ca 0 ::it Fee: / �,„,„ EAGAN l 201,if ,, -,, Payment Recvd: Yes X No I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 ` (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Plan Submittal: eolans(a�cityofeacian.com JUN ' ?l 1. LPlans: )(Electronic Paper 2018 COMMERCIAL BUILDING PERMIT APPLICATION Date: 06/18/2018Site Address: 3344 Sherman Court, Eagan MN Patricia Schwartz, Brushworks School LLC 106 Tenant Name: (Tenant Tenant is: New/ Existing) Suite#: Former Tenant: n/a Name: 3352 Sherman Court LLC Phone: (661334"A77� Property Owner Address/city/Zip: 1505 Pinetree Pass, Eagan MN 55122 ' Applicant is: 1 Owner Contractor ,e..; 011/44 MAI—OP 0 I Type of Work . Description of work: Interior Finish for unit 106 Construction Cost: $50,000 Name: \'adGUAU' CONiJ�. !k:7(- License#: t I Address: 2 5 'kIC -it , DC7I k I I City: 3• PSL.. Contractor �t State: 16 ' Zip: �5 ( Phone: ( (e5 tom} cicc • i t)s l Contact:'tU-1i t--t-tD. Email:t t11.berk+4 y_itit' U4a .G6w1 1 Rosa Architectural Group18039 Name: Registration#: I 1084 SterlingSt St.Paul ArchlteCt/Engineer Address. City. State: MN Zi : 55119 Phone: 651 739 7988 Zip : 55119 Russ Rosa rosarch r msn.com a�..w. n: Email: 9 PC a� Contact Person: __ ._�._.,.. w.__�. . 1.1 i.y,Fensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting,documents that you submit are considered to be public information. Portions of the information may be i 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.citvofeagan.comisubscribe. 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.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. Digitally signed by Jay Julakanti Jay Julakanti, Member Jay Julakanti ate:2018.06.1811:21:37 Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE /,_--_2-O 7 SUb�YYPES -3 --3y47 5h /nNi CT, /,,L Foundation _ Public Facility _ Exterior Alteration—Apartments V Commercial/Industrial Accessory Building Exterior Alteration—Commercial _ Apartments _ Greenhouse/Tent Exterior Alteration—Public Facility Miscellaneous Antennae — WORK TYPES New V Interior Improvement Siding Demolish Building* Addition Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 5D/ea0. ."-' Occupancy FS MCES System Plan Review vCode Edition 'Lb 1S I e SAC Units ib f 1 11-£--e... (25%_100%') ZoningY City Water ✓ Census Code Stories ) Booster Pump #of Units O Square Feet $I to PRV #of Buildings ! Length Fire Sprinklers 1,16 Type of Construction V '/3 Width REQUIRED INSPECTIONS Footings_New Building_Deck Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control —7 Framing 30 Minutes v 1 Hour Steel Reinforcement V Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation _Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final V Final/C.O.Required Pool:_Footings _Air/Gas Tests _Final Final/No C.O.Required Final C/O Inspection: Sc ire Marshal to be present: Yes V No Reviewed By: , Planning New Business to Eagan: C` Reviewed By: C 6 , Building Inspector FEES Water Quality Base Fee L 81. 7S Storm Sewer Trunk Surcharge 2S. s-o Sewer Trunk Plan Review `f#3 . 11( Water Trunk MCES SAC —_ - Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: � I f 7 1 • 89 77 Page2of3 P eck / 5 O 7 rom: McCullough, Cory <Cory.McCullough@metc.state.mn.us> .ent: Thursday, July 05, 2018 7:24 AM To: Nagarjuna Bommareddy; SACProgram;Amy Griffin; Peggy Fleck; Dale Schoeppner Cc: Hari Pallempati;Jay Julakanti; Raju Dantuluri Subject: RE:SAC:Eagan Office Condos Nagarjuna, If the buildout remains the same use as the shell"office"use then you will not need to re-submit for.SAC. Thanks, Cory McCullough SAC Technician I MCES Finance Cor .McCuliou h metc.state.mn.us P. 651 602 1118 I F. 651.6021030 METROPOLITAN 390 North Robert Street ( St. Paul, MN 155101 F orq C 0 i N C l Please visit our SAC website by clicking: SAC Program Our SAC criteria and credit rules have changed as of July 1,2018. For more details,go to:www.metrocouncil.org,/SACtaskforce From: Nagarjuna Bommareddy<nagariuna b@yahoo.com> Sent: Friday,June 29, 2018 1:49 PM To:SACProgram<SACProgram@metc.state.mn.us>;Amy Griffin <agriffin@cityofeagan.com>; Peggy Fleck <pfleck@cityofeagan.com>; dschoeppner@cityofeagan.com; McCullough, Cory<Cory.McCullough@metc.state.mn.us> Cc: Hari Pallempati<hari.pallempati@gmail.com>;Jay Julakanti<iicreddy@vahoo.com>; Raju Dantuluri <rajuvsd@hotmail.com> Subject: Fw:SAC: Eagan Office Condos Hi Cory, We have completed Shell of the building and have applied for interior completion of one of the units (#106). Do we need to get any approval from SAC Program for interior permit?Please advise us. Thanks Nagarjuna '51-334-8736 Forwarded Message From: SAC Program <SACProgram(�u metc.state.mn.us> 1 !:J 1Lcil - 4. e�'"_" c Use BLUE or BLACK Ink �� ! - �l( For Office Use I Permit*: I �� Eaiall R C EIV C Permit Fee46 : i 3830 Pilot Knob Road SEP 14 2018 Date Received: y-/'i / Eagan MN 55122 /� ) Phone: (651) 675-5675 V ' `J I Staff: Fax: (651)675-5694 2017 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: ! / 0 Jit:f' Site Address: 3,..., y y 3 it .-11I) 6--Lvp 1 i/'�y Tenant: ark-:-.) FF1-(..1,. Carl/C/ r S Suite#: l(O R sident/Ownner • Name: Phone: Address/City/Zip: � � < S -- /-,-7--,: ('r'°/- (.4.--"--J-c- <®C Name: ,c'.- it--04--e f L_ License#: // 1;4-1/...0ii,s O Contractor Address: '796'1"6e)4' 444170:4) City: Y l %�`/ State: J/1--z Zip: cSJ V V Phone: .5A-2, ,-711----ie Contact: tat ?C r.L 1 - Email: j► S GLS"G-Y t 't 47 Type of Work ?(- New _Replacement a _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: � i . - / �'C.-� RESIDENTIAL A Water Heater Water Softener Lawn Irrigation(_RPZ/_PVB) Permit Type Add Plumbing Fixtures(_Main/_Lower Level) Septic System New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation(includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment,Water Turnaround*(includes State Surcharge) 'Water Turnaround(add$280.00 if a 3/4"meter is required) $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ 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.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 st withoL 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 p ns. / , x =.SfJ..,U.yet-i-' x �--„' Applicant's Printed Name Appli an Sig a ure FOR-OFFICE USE Reviewed By: Date: i iti/ Required Inspections: Under Ground Rough-In Air Test Gas TestV Final Meter Related Items: Meter Size Radio Read Manometer Staff: Construction Site: Building #3 Eagan, MN Building Area Owner/Agent: Nargarjuna Bommareddy 3507 North View lane Woodbury, MN 55125 Floor Area 1 -Office Condo (Office) : Nonresidential 5736 Envelope Assemblies Assembly Designer/Contractor: Mark Beattie Cole Group Architects, L.L.C. 216 Park Avenue South Suite 102 St. Cloud, MN 56301 320-654-6570 mark@colearch.net Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office Condo] COMcheck software Version 4.0.6.0 8/1" Envelope Compliance Certificate Project Information 4311 25.0 0.0 Energy Code: 90.1 (2010) Standard Project Title: Eagan Office Condominium Location: Eagan, Minnesota Climate Zone: 6a Project Type: New Construction Vertical Glazing / Wall Area: 52% Construction Site: Building #3 Eagan, MN Building Area Owner/Agent: Nargarjuna Bommareddy 3507 North View lane Woodbury, MN 55125 Floor Area 1 -Office Condo (Office) : Nonresidential 5736 Envelope Assemblies Assembly Designer/Contractor: Mark Beattie Cole Group Architects, L.L.C. 216 Park Avenue South Suite 102 St. Cloud, MN 56301 320-654-6570 mark@colearch.net Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office Condo] 5736 49.0 0.0 0.021 0.027 Exterior Wall 1: Wood -Framed, 24" o .c., [Bldg. Use 1 - Office Condo] 4311 25.0 0.0 0.055 0.051 Window 3060: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 144 --- --- 0.300 0.350 ThermoTech Slider, SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Window SM Side: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 256 --- --- 0.300 0.350 Verify with G.C., SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Window LG Front: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 450 --- --- 0.300 0.350 Verify W/ G.C., SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Sidelight: Metal Frame with Thermal Break, Perf. Specs.: Product ID 126 --- --- 0.300 0.550 Verify W/ G.C., SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 1272 --- --- 0.108 0.800 Specs.: Product ID Verify W/ G.C., SHGC 0.40, [Bldg. Use 1 - Office Condo] (b) Floor 1: Slab -On -Grade: Heated, Horizontal with vertical 4 ft., [Bldg. Use 316 --- 10.0 1.180 0.860 1 - Office Condo] (c) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Project Title: Eagan Office Condominium Report date: 08/21/17 Data filename: S:\Building Envelope Calcs\COMcheck-plus projects\2017\17059 - Eagan Office Condo #3\1705 Page 1 of 10 Eagan Office Condo #3.cck RECEIVED SEP 13 2017 Duffy Engineering & Associates, Inc. 350 Highway 10 S, Suite 101 Saint Cloud, MN 56304 Ph: (320) 259-6575 Fax: (320) 259-6991 Email: mail(aWuMeng.com Fax Cover Sheet Attention: Naa From: Ryan Seavert Phone: Date: September 5, 2017 Fax: Re: Foundation Inspection Number of pages to follow: 1 Project No.: 16343 ADDITIONAL INFORMATION RE- Existing Foundation for Birchwood Office Building, 3344 Sherman Court, Eagan, MN We have inspected the existing foundation to determine that is it sound. The concrete foundation is sufficient and meets the requirements to safely support the ptoposed building _ There is no evidence of soil heaving or simficant movement of the foundation. The existing anchor rods and dowels do have surface corrosion. The anchor rods shall be cutoff and replaced with expansion bolts or concrete screws per the structural plans. The dowels at the stoops shall also be cutoff and replaced with new dowels epoxied to top of wall (8" embed). I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Ax�f— F(ya6)-eWa-vert P.E. 09/0511017 No. 41971 Interstate Geotechnical Engineering, Inc Patrick J Hines, PE 8167 100`h St S Cottage Grove MN 55016 (612) 414-5770 RECEIVED SEP 13 2017 1 September 2017 Mr Jay Julakanti 3352 Sherman Court LLC 13230 Crusheen Ct Rosemount MN 55068 Re: Subsurface Soil Investigation FYictinZ-Ezu.ndations for Propos ffice Building 3344 Sherman Ct, Eagan, Minn In accordance with your authorization, I have completed the above referenced investigation to determine present suitability of existing foundations at the above referenced location. Findings are rather straight forward and easily described. Therefore, please accept this letter an attachments as my report of work accomplished to date. As I understand it, in 2005, plans were drawn for the proposed building, approved by the City of Eagan, and construction commenced. However, for some reason, construction was halted after foundations were installed and backfilled. On my first trip to the City's building inspection department, an official indicated that they wanted some assurance that there was "no change" in soil conditions since the time of installation. At that time and during a second visit, I obtained a copy of the building permit dated 23 February 2005, but there appeared to be no record of a subsequent footing or soils inspection. Plans currently approved seem to be the same as those approved in `05. These plans indicate standard footings at a little over standard frost protection depth and a design footing pressure of 2000 psf. The City had no record of any soil investigation performed eit ner on the platted area in general or on this lot. Similarly, an inquiry with the architect of record, Cole Group Architects, did not produce any information as such. All of the above would indicate that original soil conditions under the footings in `05 are not known. However, they must have been deemed suitable at the time of City footing inspection. Although no record of this inspection was found, concrete placement could not have been made without it. In any event, this project may have to be approached from the standpoint of a statistical investigation to verify that soils are capable of supporting the foundations as designed and installed. A visual inspection of the site produced noting suspicious. The foundations are protruding about a half foot above terrain level. They appear intact and undisturbed. In the interior there is stubble of brush and small (4" dia-) trees and weeds. At three points, depth to top of footing was established by advancing a small diameter rod until abrupt firm resistance was encountered. In all cases, inter nor included, the distance between top of foundation and top of footing was 40". Mr Jay Julakanti 1 September 2017 Page 2 Adding 12", which is standard depth for a commercial footing, a foundation height of 52" (4.33') results. With an engineer's level I determined top of foundation level to the nearest 0.01' at various key points. Results (highlighted in pink) are given on the attached site sketch (top of foundation level at the northwesterly corner =100.00). As can be seen, most top elevations are within a few hundredths of a foot of this value. This, together with absence of severe cracking in foundation walls, would indicated that the foundations have not been disturbed, especially not disturbed by frost heaving below the footings. The next step was to put down borings alongside the foundation at key locations, augmented as necessary or as possible by penetration and laboratory testing. For greatest accuracy, the borings were commenced by the hand auger (HA) method of investigation. The plan was to accomplish borings by this method at least through foundation wall backfill and "one foundation width" below`ootings (the potential shear failure zone and zone of greatest stress due to footing pressure). However, in all but one case, gravel content in firm base soil prevented hand auger advancement to this full level. All borings were then finished by the power flight auger (FA) method. Two soil sample were selected, bagged and brought back to the laboratory for testing (moisture content) in accordance with ASTM standards. When footing level was achieved, testing was performed just below using the "Dynamic Cone Penetrometer" (DCP) method. All of these are described as per the attached explanation sheets. These attachments also describe the soil classification system used (Unified - chart attached) and method of groundwater measurement. I personally performed the borings and tests, immediately classifying soils onsite. Soil strength was determined on an empirical basis by such means of drilling ease or difficulty, nature of recovered soil samples, consultation of laboratory and DCP test results, etc. Refer to the attached sketch for boring locations. Base drawing is a size altered portion of construction plans on file with the City of Eagan. In addition borings were marked in the field with lath. Note that this sketch also shows the aforementioned top of foundation elevations. Ground surface elevation at each of the boring locations was determined to the nearest 0.1' using an engineer's level and referenced to top of foundation level at the northwesterly proposed building corner, located as shown on the sketch. There being no conveniently available sea level elevation reference nearby, this temporary bench mark was assigned an arbitrary reference elevation of 100.00. Elevations are shown on the bore logs and on the site sketch. Accuracy of this should not be taken as any more than the methods used would imply. Attached is a log for each of the borings together with a key explaining terms and entries on the log sheets. DCP results are given on the right -most column of the log. Laboratory tests results (moisture content) are given in summary form in the "w" column of the boring logs. Note also that a representation of the foundation is sketched on the log of Boring 1 at the appropriate relative vertical location. Bottom of footing level is shown on the other logs as well. Mr Jay Julakanti 1 September 2017 Page 3 I found in the majority of borings, unsurprisingly, fill to bottom of footing level, depths 3'/2'- 4'/4'. In two borings natural soil onsets higher, probably due to trenching for footings. This fill is predominantly sand and silty sand (SP,SW&SM), varying from loose to firm. This is not unusual. Contact soil is a glacial till or glacial outwash, varying from rather clean varying sand (SW&SP) to varying lean clay (CL) and includes clayey sand and silty sand (SC&SM). Gravel contents varied from less than a trace to a little. DCP testing, lab testing, augering feedback, manual manipulation of soil and other indications indicate that granular soils are loose to firm or better and cohesive soils are soft to medium or better. However, most granular soils were found to be firm and most cohesive soils were medium or better. Boring 1 found sandy lean clay (CL) at depth, brown to reddish brown at first, gray to dark gray quickly thereafter and medium consistency. Boring 1 was produced to a depth of 19', which is 15' below bottom of footing level, a usual standard to fully evaluate shear failure and settlement potential. Subsequent borings went to shallower depths as lower soils were obviously not in question and the project became a statistical evaluation of near -footing soil. Groundwater was found in the deeper Borings 1-3. In Borings 1 & 3 it was at just over 9' of depth, elevation 90 or slightly higher. In Boring 2 it was 2' higher, no doubt due to perching in the more prevalent clay soil here. In any event, it does not affect footing performance. Refusal to power auger advancement was not experienced by planned power auger advancement depth of 19', indicating lack of bedrock to this level. It should be pointed out that most of the naturally occurring cohesive soils are technically saturated (all pores filled with water), but not waterbearin (capable of releasing this water). This is a normal condition for a soft to medium or better clay. As a result of this investigation I am of the opinion that existing footings rest upon naturally occurring mineral soil capable of a 2000 psf bearing capacity without undue total or differential settlement. There was not found any evidence of disturbance or any other unusual condition below footing level. I recommend proceeding with your planned construction. I do recommend, however, that you clear the interior of acccumulated vegetation, including roots. Particularly, the woody roots should be grubbed out. I use the term "grubbed" as some stumps are up to 4" in diameter and no doubt have accumulated a small root ball. Replacement soil should be compacted granular material. Refer to the attached "Limitations of Investigation" for a discussion of the cautions in using this report. Due to the nature of random small volume sampling and testing, no warranty of the site is made or implied. Thank you for the opportunity to have been of service. If you have any questions on this, or if I can be of assistance in any additional capacity, do not hesitate to contact me at your convenience. Mr Jay Julakanti 1 September 2017 Page 4 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Respectfully submitted, INT TATE GEOTECHNICAL ENGINEERING, Inc C Patric J Hing s, P - Q V o President g 12005 03 0 Reg No 12086 STAGE gin. `� •. OF : 4 © • enclosures ` pH/SC METHOD 01' INVESTIGATION AUGER BORINGS The Auger Boring procedure is one of the simplest methods of soil in- vestigation and sampling. Its limitations are that recovered samples are disturbed samples, and that depth of possible investigation is'limited by various factors. Depending upon skill of the operator or crew chief, various engineering properties of soil, such as soil profile, estimated inpl.ace strength, etc, may be determined by this method. It may also be .1 sed to retrieve samples for laboratory testing and determination of suitability of soil for other purposes.This describes the most often procedures used. In this procedure, augers are advanced into the ground by hydraulic/ mechanical means. At intervals, usually 5', the auger withdrawn and soil samples are retrieved and classified, retaining samples es necessary for fi.rther .analysis. Record data includes depth to changes in strata, descrip- tion of soil in each major stratum, groundwater depth or elevation :where found, and other information. This is in accordance with the American Society for Testing and Materials (ASTM) Designation: D 1452-80, "Standard Practice for Soil Investigation and Sampling by Auger 8or.ings". ! Sometimes, hand auger borings of various types are used to aiccompii�h the same purpose. However, penetration depth is usually limited. Its advan- tage is greater accuracy and the fact that a hand auger boring III be`the .only type possible where access is limited for power auger niacl:inery. (over) GROUNDWATER To check for groundwater, the boring is usually probed for the presence of water (1) inside the hollow -stem auger, prior to auger withdrawal, (2) in the bore hole, immediately after auger withdrawal, and (3) again in the bore hole after a sufficient amount for groundwater to accumi...iate and stabilize therein. It is emphasized that indicated results are for the time and condi- tions of testing only. Groundwater can fluctuate as a function of many variables. SOIL CLASSIFICATION Recovered soil samples are usually first classified by the drilling crew chief in the field and then verified by the Soils Engineer short- ly thereafter. Selected soil samples may be subject to a program of laboratory tests. Unless otherwise indicated, the soil classification system used is ASTM Designation: D 2488-84, "Standard Practice for Description and Identification of Soils (Visual -Manual Procedure). This is also known as the Unified Soil Classification System. Other soil classification systems may be used, such as AASHTO, USDA,._ Mn/DOT, etc. if an alternate system is used, it will be noted and described noted in the main body of the report.. Attachment to tngineenng Keport interstate Ueotechnical Engineenng, Inc ME'T'HOD OF INV BS i RjA 1 LON Dynamic Cone Penetrometer The Dynamic Lone Penetrometer (IJUP) procedure is an increasingly accepted method to investigate soil in limited zones, to augment existing testing, or to test in relatively isolated or inaccessible areas. it is a relatively lightweight device that evaluates soil consistency and density. It is "dynamic", versus static, in that it utilizes a tailing weig, rt in the testing. The device utilizes a 15# steel ring weight falling 20" on an E -rod slide (see sketch below). At the end of the E -rod assembly is a specially shaped cone that is driven into the soil by repeated drops of the hammer on the anvil. The cone is slightly enlarged at its base to minimize shaft resistance above. The test is either made at existing surface level, but most likely through an angered hole (see separate "Auger Borings" procedure). Soil profile is established through this tatter procedure. At test depth, the cone is seated 2" (the "set") into undisturbed soil for proper embedment. The cone point is then further driven 13/," by the 15# hammer dropping 20". The blows to drive the cone V/4" into the soil are counted and recorded. Sometimes, a second and third penetration can be made in this same set. By successively advancing the bore hole and adding rods, tests can be made at various levels. This procedure may be used to depths of up to 15 or 20 feet. E - Rod Pulloui anvil `o 13 lb steel ring welgnl r lDriving anvil Sliding Drive Hammer Cone Point Interstate Geotechnical Engineering, Inc UNNIED SOM CLASSIFTCATI N Group Typical tsaf s Laborwory ci2aailicmdon cokaia Major Di�t;ioas bols Wdlyridrt Viva. Invel-Wtd Cu • 2:L IMIff than 4: C� r ID.Y bwwasa t ane - GW mimures. link or no rwift D-. D•.aD. 7 GP PooriY p-.ded gr>t•tds. gravtl• toot meettn= s11 jradauon requ:itemew for GW y land mtxivrs, hufe of no floc 3 eZ n 1 'j Get d Silty gnweis, X=vel-tiand-utt Atterbrg limits beinw "A- crnutrutxs u ti _; S �, raw or P.l, ku that a Above "A" line with P.I. t C w = '' v •• ba •ern a and ' am bnr- drHw rcqutn:tg use t: zzascs i ? :e q t: clayey gn"ets. ;nvci-Wd.:t3v •• Altrrberi limits sabove,'A- of dual mnbols t ffi �/ rttrxtuces a _ tine wk P.1. greater than 7 7 SW W!U•gsided s#nds, gra-.tdl-. C Cy • {rratlr than A: CC r " 'reefer 1 anQ 1 4 0 sands. little or no tines �. 3 D , D aO.. SP Pootiy ITS mss' Sts -.0y Vol mcctin{ all grati,uraa rcouirancul for SW c r sartdt, little or tut nna O r ,4 r C L sM d Silty sands. uand-Ot., ki l cy y r s lent-. bciow "A" -hed ai b , 4 v R' tine P.1. thin 1 Limits planing in hat, f �rtraures I -y s or ,ess f =one with PA. bttMe�cn i Z s s L 4 and, are hordrrittw tuci duai = Y sand Ctavrr s. undcUy mix.b 2 -3 r � � _ � � Atzcrberg Ltm i above "A" rrgwnng use or s•m- boll tv:o •if �t fire with P.i, anile than' lnotginie alts and Oen tine HL WL& nxk flout. Silty or cla)e) 60 rite sands or ►is)ey tilt-. with � slishl pias:tcur rot d"Vrtca wa of f1,te•:ra►etd %04 and 5ne flan,)" of Cauee------�-----�— Inorganic c►ays of tow to we.so a CL doors plasticity, ware& cla}s. ltttrltr{ Lttrt+ts ptotttn{ ref ±-- t ttordrtwte tau• • -a sandy days, filly .layi, scan hoc -to area Mir t Ir1i311J1H reale""{ trfe Of Cwil _ clays +1*ewts• AOt ;� r7 aPlot) *3 -LL • n OL Orgu►K sd u 3tStf orjlntr UhV i•s of law piasttnt} %0 —`-j tnorgantc tats. mKz:vous « _- } MH diatomamus tint sandv « a20 t ` � S filly no+rs. efaua• uGs t t ' CH inorgamt a ,n of high Piz. 10 , txity. fat : a�� y NZ ' 0 3 e UH Orginu CUVI of medium :o 0 to x jo 40 W @d M M 40 ilZ NO pta.UK%11, organa tilts s. pest "00*0 h.{,%ly vja Layu.d L n,5 , 'off te V40 0 41P40g -AP � _ 4 _ ,z. 'D b r' Al ��ag NQ v 99 2 Flt �T ' 44 �r • �" rye ._..> 3 - Fff` ` • ..... .. '0 l • , O • ♦ �JwYj a a • , ♦ , • , > ,' � ♦ • . r ♦ ♦ a e • e a • D s , e a s ♦ e r •�A�• . ••eee` , ••. •o•>.♦.>. ••r.a ♦••aes• a . -••r •.>. , a ••••• s 0111 r+ ..t , �4 -) • ` 4-4 Cd r4 Cd , . r- i CIJa •H r b,0 U t r----- - 1 3 �4 �4 (A 4- b -0o O En 4-J Id 4-4 'H w,V ^9 ♦ �- a o PC) O U L O C A T T O N S OF Patrick J Hines, PE SOIL BORINGS 8167 10.4th f5t-.S . Cottage Grove_ MN 550:16 SCALE: 1►l = 20' DRAWN BY pH* DATE: 1 Sept 2017 Existing Foundations for .612 -414.x5-7-70 Proposed Office Building 3344 Sherman Ct, Eagan, Minn Client: 3352 Sherman Ct LLC Eagan, Minn SOIL BORING LOG - 8167 100th St S Patrick J Hines, PE -_ Cottage Grove MN 55016 Existing Foundations for Proposed Office Building " PROJ EC-,': 3344 Sherman Ct, Eagan, Minnesota LOG OF BORING NO: i DER"!' SURFACE ELEVATION: 99.7 --- DEPTH DEPTH IMLID LEVE SAMPLE LAB & OTHER TESTS 104 FEETDESCRIPTION GEOLOGY Pi we � �— AND CLASSIFICATION � ##. TYFEC R � W —�- DE°�p:L. to 19' 9' 94' � 94' None 31 16:431 se�v�ue SAND, rather well graded, w tr to a Wet f ew f Ines, Dark Yellowish Brown (SW) Fill N 1 HA 1 w/ a little gravel, w/ a few roots to moist, loose to firm 1�± ? w/ tr's other soils, colors �. other soil content higher 3-^ of moist to very moist f 444 '± ` j 41' r CLAYEY SAND, Brown to Reddish Brown Glacial elef 95. ± + I 8J/12J 5--i (SC) w/ tr to a little gravel N 2 FA I moist to very moist, firm Till i 6 -(gravelly sand layer @ interface) a !SAND, rather well graded to poorly N 3 FA ' graded*, w/ tr fines, w/ less than a Glacial trace of to some gravel*, Dark Yel- Outwash 1 lowish Brown & Very Dark Yellowosh ; varies in Brown*, w/ occ cobble, very moist, � 9.2-�� f i 9.2 layers i saturated (el 9 D 10 E i frequent rocky drilling Y 4 FA ± I 11 i 12-f SANDY LEAN CLAY, Brown to Reddish Glacial I N 5 FA 14-+ Brown (CL), w/ tr fine gravel Till I ( I {I.saturated, meidum I j ' 15-j Gray to Dark Gray f I N 6 FA f 16- 17- 18 6=1718 19 End of Boring - No Refusal I 20 Cloudy Bore hole void backf filled w/ produced 21 cuttings on 31 August 2017 WATER LEVEL MEASUREMENTS DATE W! limon SAMPLED CAS'NG CAVE-IN ORIL' ING�WATEA DEPTH DEPTH DEPTH IMLID LEVE LEVEL 29 Au �12. 10i 411 None None 30 16.17 to 19' 9' 94' 19.39 94' None 31 16:431 9.2' Wet DRILLING DATA 5-10 mph± CrewChief McViod: Hand & 4" Power F1 ight** Augers **Mobile B-31 Drill Rig on Dodge Power Wagon Co>nenced: 29 August 2017 Boring Completed: 30 August 2017 i l SOIL BORING LOG 8167 100th St S Patrick J Hines, PE Cottage Grove -MN: 5®5016 Existing Foundations for Proposed Office Building PROD E'T: 3344 Sherman Ct, Eagan, Minnesota LOG OF BORING NO: 2 DEPTH SURFACE ELEVATION: 99.6 SAMPLE LAB & OTHER TESTS IN GEOLOGY N WB FEET�DESCRIPTIONAND CLASSIFICATION TYPE R I W IDE, L•L. DCPP. L.lle _ Predominantly SILTY SAND, Brown to Reddish Brown (SM), w/ other soils, Fill N 1 HA 1 ]colors, including Organic Soil w/ a little gravel moist to very moist, loose to firm ; 2 3 4 44 LEAN CLAY, quite silty, Gray, mottled (CL), saturated, soft to medium 5- 5.75 6 SILTY SAND, w/ clay, Brown to Reddish Brown (SM -SC); more clayey w/ depth w/ tr gravel, very moist, loose to fir 7 CLAYEY SAND, Brown to Reddish Brown (SC), w/ a little gravel, very moist 8 firm (more clayey w/ depth) SANDY LEAN CLAY, Brown to Reddish 9 _ Brown (CL), w/ tr gravel saturated, medium 10 11 Dark Gray 12- 13- 14- Glacial 21314 Glacial ITill N 1 2 1 HA Imwm� 7.2 (e ev9 2±) Y 4 HA N 1 5 1 FA N 1 6 1 FA 3.9'+- 20.7 .9'±20.7 81 19/18 I i I . w/ occ light her:0t(3 h) 78°F, Most v Clc DRILLING DATA 5-10 mph± B Crew Chie` _QH _— method. 3" Hand & 4" Power Flight Augers *Mobile B-31 Drill Rig on Dodge Power Wago, Commenced: 29 August 2 017 Boring Completed: 30 August 2017 15 End of Boring - No Refusal 16 Bore hole void backf illed w/ produced cuttings on 31 August 2017 WATER LEVEL MEASUREMENTS DATE i 711AF i 29 Aug_ _ SAMPLED -DEPTH 6' CASP4G DEPTH CAVE-IN DEPTH None ORILLING�W"TEA IMUD LEVE LEVEL None 3 0 " f 17: 28 to 15' 14.3' Wet �l 19:40 13' 9' J-311-11 16:491 12' 7.2' N 1 2 1 HA Imwm� 7.2 (e ev9 2±) Y 4 HA N 1 5 1 FA N 1 6 1 FA 3.9'+- 20.7 .9'±20.7 81 19/18 I i I . w/ occ light her:0t(3 h) 78°F, Most v Clc DRILLING DATA 5-10 mph± B Crew Chie` _QH _— method. 3" Hand & 4" Power Flight Augers *Mobile B-31 Drill Rig on Dodge Power Wago, Commenced: 29 August 2 017 Boring Completed: 30 August 2017 SOIL BORING LUG 8167 100th St S Patrick -J Hines, PE Cottage Grove MN:5'5016 Existing Foundations for Proposed office uildIng PR0JECI ": 3344 Sherman Ct, Eagan, Minnesota LOG OF BORING NO: 3 DEr''TH SURFACE ELEVATION: 99.5 SAMPLE LAB & OTHE9 TESTS IM �--- GEOLOGY N WB � ,LYRE R W DE L•L• DCP _ FEET DESCRIPTION AND CLASSIFICATION Q.L. r — I Predominantly SILTY SAND, various colors (SM), w/ other soils, w/ a Fill N 1 HA 1 little gravel, moist, loose to firm SAND, rather well graded, w/ silt, Glacial Brown to Reddish Brown (SW -SM) Outwash N 2 HA 3 w/ s little gravel, moist to very moist loose to firm cleaner w/ depth 4 SAND, rather well graded to poorly N 3 FA graded*, w/ tr fines, w/ less than a 5 trace of to some gravel*, occasional cobble, Dark & Very Dark Yellowish Brown* (SW&SP), very moist, firm 6 w/ inclusions of Silty Sand, Gray frequent hard rocky drilling 7 :, b1L1 i Jaim), w/ clay, brown to Keauisn Glacial N 4 FA 9 _ Brown (SM -SC), w/ tr to a little Till coo gravel, very moist to saturated f irm 92' 10 (e 9 ) I Y 11- LEAN 1 LEAN CLAY, rather sandy, Brown to N 5 FA Reddish Brown (SC), w/ tr gravel 12 saturated, medium 13 End of Boring - No Refusal Hand Auger Refusal @ 3.7' 14 power Auger Refusal @ 7' (1st attempt) 15 Bore hole void backf illed w/ produced 16 cuttings on 31 August 2017 WATER LEVEL MEASUREMENTS DATE TIME 1 SAMPLED -0EPT}i CASING DEPTH CAVE-IN DEPTH QRILLING IMUD LEVE WATER LEVEL 29 Au � 30 18:55 42' to 13' None 9.7' None If _" " I 19:41 91f Wet 111 " 17.411 " I None 421 -i 50/2,1 I (artificially high due to gravel) varies in layers I i tier: (.juin) Ma,- mostiv u DRILLING DATA 5-10ught Crew Chie` -----PH meuiod: 3" Hanel & 4" Powpr F1 igh-t-** Augers **Mobile B-31 Dri Rig on Dodge Power Wagon Caaanenced: 29 August 2017 , Boring Completed: 30 August 2017 SOIL BORING LOG 8167 100th St S Patrick J Hines, PE Cottage Grove -MN: 55016 Existing Foundations for Proposed Office B-Millding P R 0 J EC -10T: 3344 Sherman Ct, Eagan, Minnesota LOG OF BORING NO: 4 DEF'! H SURFACE ELEVATION: 99.3 SAMPLE LAB $ OTHER TESTS IN f---.. GEOLOGY N �1M8 TYREFR W DE � L L. DCP — FEET iJESCRIFTj0N AND CLASSIFICATION P.L. SILTY to CLAYEY SAND, Brown to Reddish Brown (SM -SC), w/ tr's of Organic Soil, Fill N 1 HA 0.q °,Black (OL), w/ tr gravel, moist, loose w significant limestone gravel to 1.3'± ]CLAYEY'SAND, Brown to Reddish Brown 2 (SC), w/ tr to a little gravel Glacial N 2 HA moist to very moist, loose to firm Till 3 4 rather tirm 5 5� LEAN CLAY, rather sandy, Brown to Reddish Brown (CL) 6 w/ a little gravel saturated, medium N 10 End of Boring - No Refusal 11 Bore hole void backfilled w/ produced cuttings on 31 August 2017 12 13 14 15 16 N 1 3 1 FA N 1 4 1 FA .6'± 4.75' 8/11 A Y Weatber;_.Qlst)-69-F, Mostly Clear, SE' WATER LEVEL MEASUREMENTS DRILLING DATA 5'10#h±Breeze DATE �f TIMF SAMPLED CASING CAVE-IN DRILLING WATER bre 'DEPTH DEPTH DEPTH IMUD LEVEL LEVEL Crew Chio' _ -PH 30 Augl 19:29 3.8' None None Method: 3" Hand & 4" Power Flight* 1 ,� Augers Mobile B-31 Drill 31 " ? 13:59 8.3' Rig on Dodge Power Wago 1 ►, 17:45 " Comienced: 30 August 2017 { j Boring Completed: 31 August 2017 SOIL BORING LOG 8167 100th St S Patrick J Hines, PE Cottage Grove -MN: 55016 Existing Foundations for Proposed Wffice 79urlaing PR0JE�,T: 3344 Sherman Ct, Eagan, Minnesota LOG OF BORING NO: 5 DEPTH SURFACE ELEVATION: 99.3SAMPLE LAB & OTHER TESTS IN GEOLOGY N WS FEET DESCRIPTION AND CLASSIFICATION � � TYRE R W DEqP L. L. DCP �^ .L. v, -L ue SAND, poorly graded (pred med gr, w/ a Fill N 1 HA little fine & cs), w/ tr fines, Yellow- ish Brown & Dark Yellowish Brown (SP) w/ tr gravel, w/ a few small roots to 1' ,moist, rather loose 2 w/ reddish brown inclusions, tr's other soils, colors , 3 LEAN CLAY, quite silty, borderline 4 SILT, w/ clay, Brownish Gray, mottled (CL -ML), saturated, soft to medium sanaler, w/ tr gravel 5 SILTY SAND, w/ a little clay, Brown to Reddish Brown (SM), w/ a little gravel 6 (clay content varies in layers) moist, firm frequent somewhat rocky drilling 7 9 End of Boring - No Refusal 10 Bore hole void backf filled w/ produced cuttings on 31 August 2017 11 12 13 14 15 16 DA T -E 31 Au It tl Glacial Till WATER LEVEL MEASUREMENTS T1� SAMPLED CAS04G CAVE-IN DRILLING WAT7EA 0E PTH DEPTH DEPTH 1MUD LEVEL LEVEL 15:10 9' 82' None 17:48 g4 ' I tt 3. 3 '_ z N 2 HA a 21.3 N 3 FA tier: riosw DRILLING DATA r,SE_ 5-10 w uph± Breeze Crew Chief __.__pH Met?;od. 3" Hand & 4" Power Flight* 1 Augers *Mobile B-31 Drill I Rig on Dodge Power Wago Boring Completed: 31 August 2017 | ' Patrick J Hines, PE C. ` ��'� � 8167 zOP» st. ' Cotta -e 6rove wN 55D](, ' PROJECT: BORINC LOC nFy ! ' ^ LOG OF BORING NO: ' I DEP"TH SU.RF,�IICE ELEVATION; S, A' M. P L E LAS 4 OTHER TES FEE P, -odinv to the Soil CI:r�sfficaLiori Split -Barrel SaM_ Water Be ny; rg Ye s JTlicarrs L/,c` W/ An��'',+`s__ cm �'+�m^`A ~ _ , | ---- — - Mr Jay Julakanti Re: Existing Foundations for Proposed Office Building 3344 Sherman Ct, Eagan, Minn 1 September 2017 LIMITATIONS OF INVESTIGATION The Geotechnical Engineer has prepared this report in accordance with generally accepted soils engineering practice utilizing an ordinary level of care. Because the borings and lab tests represents only a small portion of the total site and for other reasons, it is not warranted that the borings and tv its are necessarily representative of the entire site but only of the boring and test locations at the time of the investigation. No warranty of the site is made or implied, nor can the soils engineer be held responsible for facts not disclosed to the Soils Engineer. The scope of this report is limited strictly to geotechnical issues which include identifying and analyzing soils and only those conclusions expressly made. Note that this work is not intended to document the presence or absence of any environmental contaminants at the site, nor for identifying applicable local, state or federal laws or regulations of a non -geotechnical nature which may or may not be applicable to this site.. Most soils retrieved in the investigation process were classified in the field by the Soils Engineer and immediately discarded. Those brought back to the laboratory for further examination and testing will be held for a period of 30 days from the date of this report unless a request is received to retain them for a longer period. The bore holes have backfilled the as well as possible using produced cuttings. However, some continuing settlement may occur if construction does not take place in the near future. If settlement does occur, the Client should backfill with additional soil. This report is provided only for the use of the Client named in the report and consultants and agents for the stated purpose. No other representations are made to other parties or for other purposes. m m tt0 _z � o } o zo < WUo z z _- 4IL o <� w W i z IL cin � LOQ (LN N u- O z O OW z U W o � = �= .W s!3 IL < _ ID d 7E -- 'r �l o U } tW j ;W F- W � QUA En <OF- �Lu Z z< Ln wz-1,- ILI (L LLI0)IIJ < KW�— U LIJ OLI07!0 w F_ UO z 0- 05 z 6w 0FlW FQ M. XOW WLLZ I 2-1 . . In oe lu E2 Wttn C" LU LU in LU =3 CL Ge >6 �� fa tY LLJ cv- �� .< ca LLA C) o�, 3 ::3 i ;' 'i U_ w w Lij U_ 0 6w w t --LL- C)a < LU I- Ln wul CLU OLLJ 0= < C)__l L.U< =.< <U_- LLJ o - LUC) OD 1--f- k LU O) LLI= mj LLJ LQ LLJ I. LL_;Z: IL_—LLL (.)W _j W -in < f, =3 Ma7 =3=: ocn, LU CL < fa -U_ UA- �-Ujo) ujw, x U.) < CL =fLc-4 -A Z--F-Uj C) o F- Cie < ELEL at, GCUCL. < Ul __4 L.0 = LL C) --- ----------- N -- A �,J CL C) ui < u a_ co w F_ UO z 0- 05 z 6w 0FlW FQ M. XOW WLLZ _q -I I 2-1 . . In oe lu E2 Wttn C" LU LU in LU =3 CL Ge >6 �� fa L=LJ LLJ cv- �� .< ca o�, 3 ::3 i ;' 'i U_ w w 6w w rA l� _q -I I rcunn DCMINL7 DASHED 1/2' GYP. ! II I li II II II It II !I 1! 11 1 11 11 II II II H II it II it 1 ii !I II I II II I' I! it II II �I II II II II II —u— II 11 II II li it If II 11 II II I II i; It 11 II II II It II II it II II II II II I ii fl II I! II II Il II II II II II 1' II Il I I', l --2x vm 9tKG. it 11 i'. V 1' 11 LI I U Il .i „ Ir 6 I; II I 1 v ' UVSPACER it u. li II I I( II II II Il Il "` h !I .I it 11 II , I� Ict� ! ,� . 'I li Il G II It Il II 1 11 a ;,2, hi It it fl II II !: it it Ii �! it. li it TF .i PLY13 ACS f' It l! Pa4FtL2= II I if II II I. 11 11 11 11 II II II 11 11 111Ili" it II Il II II II 11 II Il 11 I 1 II �i 11 Il II 1'' 11 11 II II II -II- - I- -11- -II- -II- -i - -II- -11- -II- JI _ - IL- II II Il IL - I- - I- 11 II II 11 - IL IL - IL v pjrYll li II - �L - IL - IL - IL 11 11 II II it II it I _ IL - I(_ - .- - IL - IL - I- - IL Ylm SELF CLOSING ACCESS DOOR ELEVATION SCALr= 1/4' a II—O' Craig Novaczyk From: Craig Novaczyk Sent: Tuesday, September 19, 2017 10:21 AM To: jayjulakanti@gmail.com' Cc: 'norm@colearch.net' Subject: Proposed new office condo building @ 3344 Sherman Ct., Eagan, MN Jay, We have started our building code plan review for the above named project. Please provide the following required submittal document, so that we complete our review: 1. An Emergency Response Site Plan (ERSP) that is specific to this address. Here is a link to an example of an ERSP https://www.cityofeagan.com/images/CommunitVDevelopment/BuildingInspections/2016Handouts/Handout E mergencVResponseSitePlanExample2016.01.pdf We will continue to review your submitted plans for Building and Zoning Code compliance and send a second email with any issues we may have. Thank you in advance for your attention to this item, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczykCCDcityofeagan.com My o End THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. Craig Novaczyk From: Craig Novaczyk Sent: Wednesday, September 20, 2017 9:15 AM To: jayjulakanti@gmail.com Cc: norm@colearch.net Subject: Proposed Eagan Office Condo @ 3344 Sherman Ct., Eagan, MN Good morning Jay, We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report and is limited to the plans that were supplied to the City of Eagan. Unless otherwise noted, all references are to the 2015 Minnesota Building Code (MBC) which has adopted, with amendments, the 2012 International Building Code. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. The Engineer of Record shall specify the actual foundation anchor bolts that will replace the existing corroded anchor bolts (referenced in his evaluation of the existing foundation dated 9/5/17). Dimensions indicating the placement of the new anchor bolts shall also be specified on the plans (i.e., Length of bolts distance between bolts, and placement of bolts in relationship to the width of the foundation) . 2. Provide the engineered wood truss shop and layout drawings. 3. Since the City of Eagan was not afforded the opportunity to inspect the existing foundation prior to backfilling, the inspection process will include unearthing the foundation insulation to verify compliance with the Energy Code. 4. Identify the asphalt shingles intended to be used. Provide information that show compliance with the required 90 mph wind testing. The plan shall also address the ice barrier, underlayment, and drip edge requirements of the Code. 5. The attic draft stopping detail (1/T1) contradicts the cross section detail (4/A4). Please revise the draft stopping detail to match the actual truss layout/configuration. 6. Identify the material intended to be used for attic draft stopping. 7. General foundation note #6 on sheet S2, specifies the installation of draintile per the recommendation of the soils report, and as indicated on the architectural sections. I found no such recommendation in the soils report, and no indication of draintile in the architectural sections. Please explain. 8. A general contractor shall be awarded the project, and their information shall be forwarded to us prior to issuance of the building permit. Thank you in advance for your attention to these items, Craig September 25th, 2017 Craig Novaczyk — Senior Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 ' RE: Eagan Office Condo 3344 Sherman Ct. Mr. Novaczyk, Per your two separate emails dated September 2011', 2017, the following items respond to your concerns regarding the above project. All items are marked revision "A" on the revised plans. Plan Review: f-„ ✓1. An Emergency Response Site Plan (ERSP) specific to this address has been provided. See Attachment "A" ✓1 b. The Engineer of Record has specified to use note K on the carpentry notes that show alternative methods for sill plate attachment. 2. 7 The General Contractor will provide the engineered wood truss shop drawings when they become available under a separate cover. ✓3. The General Contractor will unearth the existing foundation insulation to allow for city inspection, and verify compliance with the Energy Code. 4. The General Contractor will provide information on the asphalt shingles showing compliance with the required 40 mph wind testing. Information has been added to the drawings. See Attachment "B" ✓5. The attic draft stopping detail. on Sheet T1 has been modified. See Attachment "C" ✓6. Information has been added to the detail on Sheet T1. See Attachment "C" ✓7. .Per conversation with the structural engineer of record, drain tide is not needed per soil conditions and there is no finished space below grade. This was an erroneous note. 8. The General Contractor will provide their contact information under a separate cover. If you require any additional information, please notify my office as soon as possible. Sincerely, N&rr. • E. Coi.e, Norm Cole, Architect s Acodereviewletters\ 17059Codeltr.,.vps RMSED �7erm IVICES USE: Letter Reference: 170830A1 Address ID: 556920 Payment ID: 403989 Date of Determination: 08/30/17 Greetings! Please see the determination below. Determination Expiration: 08/30/19 Project Name: Eagan Office Condos Project Address: 3344 Sherman Court Suite #/Campus: 101-106, Brichwood Office Park City Name: Eagan Applicant: Nagarjuna Bommareddy, 3352 Sherman Court LLC Special Notes: na Charge Calculation: Office: 6678 sq. ft. @ 2400 sq. ft. / SAC = 2.78 Total Charge: 2.78 Credit Calculation: Birchwood Office Park (SAC 08/05) = 2.47 Total Credit: 2.47 Net SAC: 0.31 —or— 0 SAC (flue The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at:,cory.mccullough@metc.state.mn.us Thank you, ry, [ A r, C,(,; 1 (' u 9 G u SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 4 Oreloo Vit. au , MN 55101-18(35 hone 651.602.1000 j Fax 651.6021550 1 TTY 651.291.0904 metrocouncil.org METROPOLITAN r ,� , � : CCCCC � MEN MENOMONEE Mom ■ulul■EH■W■■� lmmo� Alualcm2m 0■ME MMII!Imnim. lc."MMI In Mmr"w=—ff Mm3cusExamam 3a wMvlrllq� Mmlr!s�mr RET -■ka��m ME 0 on lmrmwmm� ■ SLOW WOMEN ME ii�Niii= ml EVEn WERN M 611"ll" 097 Ow wou� C■■■■u■:■■■.�i■�■■■IiSii a& NONE mo�mmom� NNE rlm Z G - Ob o LL Construction Site: Building #3 Eagan, MN Building Area Owner/Agent: Nargarjuna Bommareddy 3507 North View lane Woodbury, MN 55125 Floor Area 1 -Office Condo (Office) : Nonresidential 5736 Envelope Assemblies Assembly Designer/Contractor: Mark Beattie Cole Group Architects, L.L.C. 216 Park Avenue South Suite 102 St. Cloud, MN 56301 320-654-6570 mark@colearch.net Gross Area Cavity Cont. Proposed Budget U. or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office Condo] 5736 49.0 0.0 COMcheck Software Version 4.0.6.0 0.027 Envelope Compliance Certificate Project Information 0.055 Energy Code: 90.1 (2010) Standard Project Title: Eagan Office Condominium Location: Eagan, Minnesota Climate Zone: 6a Project Type: New Construction Vertical Glazing / Wall Area: 52% Construction Site: Building #3 Eagan, MN Building Area Owner/Agent: Nargarjuna Bommareddy 3507 North View lane Woodbury, MN 55125 Floor Area 1 -Office Condo (Office) : Nonresidential 5736 Envelope Assemblies Assembly Designer/Contractor: Mark Beattie Cole Group Architects, L.L.C. 216 Park Avenue South Suite 102 St. Cloud, MN 56301 320-654-6570 mark@colearch.net Gross Area Cavity Cont. Proposed Budget U. or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office Condo] 5736 49.0 0.0 0.021 0.027 Exterior Wall 1: Wood -Framed, 24" o .c., [Bldg. Use 1 - Office Condo] 4311 25.0 0.0 0.055 0.051 Window 3060: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 144 --- --- 0.300 0.350 ThermoTech Slider, SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Window SM Side: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 256 --- --- 0.300 0.350 Verify with G.C., SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Window LG Front: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID 450 --- --- 0.300 0.350 Verify W/ G.C., SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Sidelight: Metal Frame with Thermal Break, Perf. Specs.: Product ID 126 --- --- 0.300 0.550 Verify W/ G.C., SHGC 0.33, [Bldg. Use 1 - Office Condo] (b) Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 1272 --- --- 0.108 0.800 Specs.: Product ID Verify W/ G.C., SHGC 0.40, [Bldg. Use 1 - Office Condo] (b) Floor 1: Slab -On -Grade: Heated, Horizontal with vertical 4 ft., [Bldg. Use 316 --- 10.0 1.180 0.860 1 - Office Condo] (c) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Project Title: Eagan Office Condominium Report date: 08/21/17 Data filename: S:\Building Envelope Calcs\COMcheck-plus projects\2017\17059 - Eagan Office Condo #3\1705 Page 1 of 10 Eagan Office Condo #3.cck For Office Use �� Permit#: Permit Fee: E AG N Staff: Payment Recvd: _Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Plans: Electronic Paper Plan Submittal:eglans aC .citvofeagan.com L 2019 COMMERCIAL BUILDING PERMIT APPLICATION C Q �„ .1 Date: J2I)2 l /6 Site Address: _ S 5 e ., i. C I :"•�//>r� !!� aa- Tenant Name: c //7)3e'tti -c s fL L� (Tenant is: VNew/ Existing) Suite#: /C� 3_ 5 Former Tenant: N /4- Name:• So)-• 5 ✓ woo'\ LLC Phone: oL_C-I "� - 7340 Property-OwnerAddress/City/Zip: /co_� -t-- E_ P Paj C n, lit J laa Applicant is: 4s Owner Contractor Description of work: ./1 f fa I C.() i (io t n (O 1-P ElAt Type of Work �`'! Construction Cost: `7 660 h^^__11f�•11 CLC- C o 1Q 0 Name: eQ�) joo �� re ).).A License#: ,L� Coq// `1 Address: l P l-1 g 3 E05 k Cr /2-0 City: C. (eco r L3C21�' Contractor State: srV Zip: 3,') 0 Phone: 7(P3 r 9 3/c Contact: C fl P(I�nail: �((� () i i I l'�/ll/1/ , 7,6 QA l4 C r .F�C p� Name: � l( �P<_-4- L�e �('�✓�Registration#: q l4rt tlit$t t�Elf191t1Rer Address: /0 D "f Sfe r (i �'City: S`� pa)) ) State: J V Zip: J I Phone: s"/ - 73q -/ o. Contact Person: Pt) i-Q i I ' Email: I e a 11 l CC 4 Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as nonpublic 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.citvofeaaan.com/subscribe. 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.00aherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance wit/t 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/' out a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approva lansr. '( 04A- 117e(/0D Applicant's Printed Name Appli ant's Signature - DO NOT WRITE BELOW THIS LINE I 1-9-''---Z-40 •SUB TYPES �3w Shin/A9/ C'- /oma _ Foundation — Public Facility _ Exterior Alteration-Apartments /Commercial/Industrial — Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae — WORK TYPES New ✓Interior Improvement Siding Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant — DESCRIPTION Valuation 4111/ed0•ew Occupancy B MCES System V Plan Review ✓ Code Edition 20/S"M&G SAC Units Q/zE-77- L. (25% 100% Zoning ,i- ( City Water ✓ Census Code Stories / #Mr2Z. Booster Pump #of Units 0 Square Feet 867 PRV #of Buildings f Length Fire Sprinklers Alb Type of Construction V.f9 Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control %/Framing 30 Minutes ✓1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection V Sheetrock Other: Roof:_Decking Insulation _Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final ✓ Final/C.O.Required Pool:_Footings _Air/Gas Tests-_Final Final/Nq C.O.Required Final C/O Inspection: ire rshal to be present: Yes V No Reviewed By: �' , Planning New Business to Eagan: 1- 5 Reviewed By: ekirlG , Building Inspector FEES Water Quality Base Fee GGO• ZC-- Storm Sewer Trunk Surcharge 2 •''`) Sewer Trunk Plan Review 474 •/6 Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant '____ Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: ,/,/13. `/I Page 2 of 3 Project Narrative - 3344 Sherman Court Unit 103 build out Site Address: 3344 Sherman Court, Eagan MN 55122 EC . AV Suite: 103 gEt W Tenant: Healing Rivers, PLLC Business Description: Healing Rivers provides Christian Counselling and therapy for families and individuals. The company will be doing appointment-based counselling and therapy sessions. Maximum Number of Employees in primary shift: 4 Project Explanation: The construction project is to build out the interior space of Unit 103 in the building shell at 3344 Sherman Court, Eagan, which has provision for total of 6 units (101 through 106). This construction will be similar to the unit 106 that was recently built out. This construction work does not have any structural changes to the existing building, but includes additional walls, interior doors, interior windows and required finishes. This construction project incorporates the needs of the above said business for which the details are provided in the attached architectural diagrams. The architectural diagrams include code analysis, project specs, key plan, master exit plan and energy calculations. A fire extinguisher will be provided similar to the one provided in unit 106. Water meters were already established for all 6 units in this building. Met Council SAC determination was done for the entire building as one connection. Please direct any questions to Nagarjuna Bommareddy at 651-334-8736 or Nagarjuna b@yahoo.com. Thank You! Nagarjuna Bommareddy On behalf of 3352 Sherman Court LLC 1505 Pinetree Pass Eagan, MN 55122 • Pegieck rom: McCullough, Cory <Cory.McCullough@metc.state.mn.us> .ent: Thursday,July 05, 2018 7:24 AM To: Nagarjuna Bommareddy; SACProgram;Amy Griffin; Peggy Fleck; Dale Schoeppner Cc: Had Pallempati;Jay Julakanti; Raju Dantuluri Subject: RE:SAC: Eagan Office Condos Nagarjuna, If the buildout remains the same use as the shell"office" use then you will not need to re-submit for SAC. Thanks, Cory McCullough SAC Technician I MCES Finance Cary.McCullough@metc.state.mn.us P. 651.602.11181 F. 651.602.1030 METROPOLITAN 390 North Robert Street 1 St, Paul, MN ( 55101 1 metrocouncil.orq C O I N C I Please visit our SAC website by clicking: SAC Program Our SAC criteria and credit rules have changed as of July 1,2018. For more details,go to:www.metrocouncil.org/SACtaskforce From: Nagarjuna Bommareddy<nagarjuna b@yahoo.com> Sent: Friday,June 29, 2018 1:49 PM To:SACProgram <SACProgram@metc.state.mn.us>; Amy Griffin<agriffin@cityofeagan.com>; Peggy Fleck <pfleck@cityofeagan.com>; dschoeponer@cityofeagan.com; McCullough, Cory<Cory.McCullough@metc.state.mn.us> Cc: Hari Pallempati<hari.pallempati@gmail.com>;Jay Julakanti<iicreddy@yahoo.com>; Raju Dantuluri <rajuvsd@hotmail.com> Subject: Fw:SAC: Eagan Office Condos Hi Cory, We have completed Shell of the building and have applied for interior completion of one of the units (#106). Do we need to get any approval from SAC Program for interior permit? Please advise us. Thanks Nagarjuna '51-334-8736 Forwarded Message From: SACProgram <SACProgramAmetc.state.mn.us> 1 For Office Use Permit#: Permit Fee: /r 0T7 q� EAGANStaff: Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Plans: Electronic Paper Plan Submittal:eplans(acitvofeaoan.com L 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: I_2/a //f Site Address: 33 NL/ S C 7 F(,7,/-fl {M A./ Tenant Name: L �/'1_ ., - �.� -_ - r (Tenant is: New/ Existing) Suite#: LSa C l v IC�/�r r S fi l^ �U S e , �S Former Tenant: �{'7 Name: 3 �3 S h P,( (/I�(Din C LL hone: 1�,I -3 3 2 3 Co Propertywnlr Address/City/Zip: l Co c e PO S S / Fr) °'`n x/14 Al SS4 D--,?- Applicant is: >aDwner Contractor T of Work Description of work: Sy) ��o E U I ' J C,4" I A C6►nn l.r -fie J 1 yid Construction Cost: (o, c o Name: 12' 1 1� r)C i r c-H s c� ,. License#: c (eq rx,e`'7 I p2 Contractor Address: I �' (.( f_0(:-.14I``�ty: State: Y Y`,A Zip: S_C- 3D-0 Phone: 7 603 b- /6 Contact:_frI 1e ( (C3 Email: �r?/I — t:-Y (14 6_414 ( C u LA-A. Name: 120SOk L�p .6 LLL Registration#: 11� 63`i Architect/EngineerAddress: /0 tfi15 5,-- City: S} State: 11/1 ,i Zip: S.5/ 19 Phone: 6,(' c - 3CV-- 138 8 Contact Person: 2i1 S -e ( A d w\ Licensed plumber installing new sewer/water service: 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.citvofeasaan.com/subscribe. 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.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 withou permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pl s. x -Fra k— ( (6 Applicant's Printed Name Applican 's Signature • DO NOT WRITE BELOW THIS LINE /6- / SUB TYPES .. T L/c,/ ,2'j `l &1. j-s Foundation — Public Facility _ Exterior Alteration-Apartments Commercial/Industrial — Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent — Exterior Alteration-Public Facility Miscellaneous Antennae — WORK TYPES _ New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior — Alteration Repair Windows Demolish Foundation Replace Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant — DESCRIPTION ii 1./Valuation rGs odd• Occupancy B MCES System Plan Review / ✓ Code Edition 201SM04 SAC Units d/t -- (25% 100% ) Zoning City Water ✓ Census Code Stories Pt (2-Booster Pump #of Units V Square Feet XL 7 PRV #of Buildings / Length Fire Sprinklers Ale Type of Construction V.b Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier / Erosion Control ✓Framing 30 Minutes ✓ 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation _Ice&Water Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final Final/C.O.Required Pool:_Footings _Air/Gas Tests _Final Final/No C.O.Required Final C/O InspectioSc a fire Marshal to be present: Yes "/No n: Reviewed By: c , Planning New Business to Eagan: / Reviewed By: e '/i% , Building Inspector FEES Water Quality Base Fee t 3$•7 S Storm Sewer Trunk Surcharge 23•ii-lr' Sewer Trunk Plan Review fit . 19 Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Li Trail Dedication TOTAL: 1 0 7� • 4 Page 2 of 3 Project Narrative - 3344 Sherman Court Unit 105 build out Site Address: 3344 Sherman Court, Eagan MN 55122 44, Suite: 105 DEC 132018 Tenant: Living Christian Counseling LLC Business Description: Living Christian Counseling provides Christian Counselling and therapy for families and individuals. The company will be doing appointment-based counselling and therapy sessions. Maximum Number of Employees in primary shift: 4 Project Explanation: The construction project is to build out the interior space of Unit 105 in the building shell at 3344 Sherman Court, Eagan, which has provision for total of 6 units (101 through 106). This construction will be similar to the unit 106 that was recently built out. This construction work does not have any structural changes to the existing building, but includes additional walls, interior doors, interior windows and required finishes. This construction project incorporates the needs of the above said business for which the details are provided in the attached architectural diagrams. The architectural diagrams include code analysis, project specs, key plan, master exit plan and energy calculations. A fire extinguisher will be provided similar to the one provided in unit 106. Water meters were already established for all 6 units in this building. Met Council SAC determination was done for the entire building as one connection for shell build out. Please direct any questions to Nagarjuna Bommareddy at 651-334-8736 or Nagariuna b@yahoo.com. Thank You! Nagarjuna Bommareddy On behalf of 3352 Sherman Court LLC 1505 Pinetree Pass Eagan, MN 55122 • Peggy-fleck 4i< yl �t /�7 S �Co ( tom: McCullough, Cory <Cory.McCullough@metc.state.mn.us> ,ent: Thursday,July 05, 2018 7:24 AM To: Nagarjuna Bommareddy; SACProgram;Amy Griffin; Peggy Fleck; Dale Schoeppner Cc: Had Pallempati;Jay Julakanti; Raju Dantuluri Subject: RE: SAC: Eagan Office Condos Nagarjuna, If the buildout remains the same use as the shell"office" use then you will not need to re-submit for SAC. Thanks, Cory McCullough SAC Technician I MCES Finance Cory.McCullougmetcstate.mn.us P. 651.602,1118 I F. 651.602.1030 M ET ROPOLITAN 390 North Robert Street I St. Paul, MN I 55101 I metrocouncil.org C 0 .1 NC I ! Please visit our SAC website by clicking: SAC Program Our SAC criteria and credit rules have changed as of July 1,2018.For more details,go to:www.metrocouncil.org/SACtaskforce From: Nagarjuna Bommareddy<nagariuna b@yahoo.com> Sent: Friday,June 29, 2018 1:49 PM To:SACProgram <SACProgram@metc.state.mn.us>;Amy Griffin<agriffin@cityofeagan.com>; Peggy Fleck <pfleck@cityofeagan.com>; dschoeppner@cityofeagan.com; McCullough, Cory<Cory.McCullough@metc.state.mn.us> Cc: Hari Pallempati<hari.pallempati@gmail.com>;Jay Julakanti<jicreddy@vahoo.com>; Raju Dantuluri <raiuvsd@hotmail.com> Subject: Fw:SAC: Eagan Office Condos Hi Cory, We have completed Shell of the building and have applied for interior completion of one of the units (#106). Do we need to get any approval from SAC Program for interior permit? Please advise us. Thanks Nagarjuna '51-334-8736 Forwarded Message From: SACProgram <SACProgramAmetc.state.mn.us> 1 • 3'/ 67, ` • For Office Use + + + , I j �/ / )47 I Permit •#: 6 --- �?'C 0 EAGAN /� /O / �� Permit Fee: 1 U ( Staff: , 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 Payment Recvd:4Yes No (651)675-5675 1 TDD: (651)454-8535 I FAX: (651)675-569 E C E I V E Email: buildinainsoectionsc cityofeagan.com I Plans: Electronic Paper Plan Submittal:eolansCa�citvofeagan.com DEC 2 8 2018 L 2018 COMMERCIAL PL BING PER T APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial app Ica ell as an electronic set of the submittal, submitted via email,CD or flash drive Date: /02-.A6//0P' Site Address:3�j 4/y 4,0......1.,-,-/-70 n) e011471- '! _ Tenant: - G.-t.) // r Suite#: � 1 , 1 Owne1 Name: ' a' /Le-Q ,/ / •_/ Phone: S — :.Ir - S ✓- Name: J ..wry j 2/./ki / A/"t/S// /1 IR /3„ ` License#: C y�� d ry Address: /.:_ , / .' y9;11, ity: - 4 f 2, tate: Zip:c V/ Phone: 96 /�`a LlGf Email: Sea-re-A--' o) (? 4cf.-a /�-l' e_1,-)1New Replacement /—Repair —Rebuild —Modify Space Work in R.O.W. Tye+! ?Wait.. — RDescription of work: �°it ' COMMERCIAL �� New Construction Modify Space ..',N'.,',04',. Irrigation System( yes/_no)(_RPZ/_PVB) fry' , • Rain sensors required on irrigation systems crit §,' • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) r Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices? Yes No Flushometers_Yes_No gra =' ` .. ...:: 9COMMERCIAL FEES a77,)-2_,r /L l-f v1 Contract Value$ /OtO_ GCS/�.s4. - !�i x.01 $60.00 Permit Fee Minimum A o ' $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee Surcharge=Contract Value x$0.0005 =$ / Surcharge If the project valuation is over$1 million,please call for Surcharge =$ (c 7 . . , TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE 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.cityofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of ie 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 accordaar with the approve;n in the case of work which requires a review and approval of plans. Applicants Printed Name Applicant's,-I•nat re pfll.:prc, , '''):''''.4tilit'''":'/;i ' ''' ''' '''ecK' FOR OFv ;� `By Required "E ,_ U�bRough-In-'-'-'"'"r-- .-,,,. ,a T� ,„ Test ,! Final PRV Rebid:—Y *io ', ! ';',1 i.t .',",,:t-"k;ffi ,� ._ :g ., Radio Mane r�r E,, ; .,,. Page 1 of 3 r For Office Use (� I oo E AG A N if Permit#: / 4 't " .. .... ..,.. 1.., Permit Fee: /9- E5,; 0 Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 r Payment Recvd: _Yes No I (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 Email: buildinginspectionsCcdcityofeagan.com Plans:_Electronic Paper I Plan Submittal:eplansacitvofeagan.com 2019 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 11/1 / Site Address: ^ A _ ,it' ,101 Tenant: Suite#: ) Property Owner Name: Phone: Name: (,./C. ir( License • Contractor Address: 7 47 L , /L,I 7t. City: g CO Y,t./ t $tate: Zip:5 4 - ' Phone: "� D Email: 1e., Sd• am°"► • New Construction Addition Modify Space Replacement Repair Rebuild Work in Right-Of-Way ' _ Description of work: r;-,,,I 4 *, /t - •%,11- 4-- Type c>f Irrigation System(_yes I_no)L .RPZ I_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5646 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ // AO d x.015 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge If the project valuation is over$1 million,please call City for Surcharge $ TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge _$ e TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www,citvofeaaan.com/subscribe. CALL BEFORE Y. ■ . Ca Gopher State One Call at(651)454.0002 for protection against underground utility damage. I hereby acknowle•a e at th' ormation is complete and accurate;that the work will be in conformance with the ordinances and co,-s of the Ciy o .-tan;that I understan, this i not pe ut only an applica'•n for a pernit,and work is not to start without e •••.that the • will be in/�ccordarce with the ap .ved plan in se •f .rk whi =quires afe'le and app val of plans. 0i lb y, X .iii._ x i.,r. Ali r ...—arillii. Applic nt's •rt Name Applican s nature k •44,1/ 1 rcritfPage 1 of 4 I `S�� FOR OFFICE USE ; 110J'i".:::44,:f•giligg"liii1;',':!:!' ",'2',.:5:-;(i,?:'agll'2";:1,..-1;:kiT":1:1'..;...,:.J.,2.-::,4:;...,..:',:.!.,."01:,:!:::,',:;i:,,;:,Date;:1::!,,::.:.,.. ".,,..,"."...:-"---,.. _. -- . Re uired inspections Under Ground oug -ln G Tit PRRV R � -�,... e�gtJiresi..;�Yes .._,No k { 9 ¢ Meter Re ` x.' Page 2of4 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA168157 Date Issued:04/12/2021 Permit Category:ePermit Site Address: 3344 Sherman Ct 101 Lot:3 Block: 1 Addition: Birchwood Office Park PID:10-14225-01-030 Use: Description: Sub Type:Residential Work Type:Alteration Description:Fixtures 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 (miscellaneous)$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 - 3352 Sherman Court Llc 1505 Pinetree Pass Eagan MN 55122 (612) 801-0749 Centraire Heating & Air Conditioning 6811 Washington Ave S Minneapolis MN 55439 (952) 941-1044 Applicant/Permitee: Signature Issued By: Signature Sprinkler System: B EA175349 V-B CarePlus Autism Center CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA175349Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA175349 3344 Sherman Ct 106 3352 Sherman Court Llc 2020 MSBC Code Edition: 1505 Pinetree Pass Yes 6/15/2022