Loading...
Permits - Permit# SP-2019-00041 - 4000 Sunset Drive - 7/19/2022 City of Spring Park Repair/Remodel/Alteratio 4349 Warren Ave, Spring Park, MN 55384 n (Residential) PRING PARK SP-2019-00041 )n Lake Yinrtetonlq (952)471-9051 (952)471-9160 For Inspections: (952) 442-7520 Date Issued: 07/19/2022 Property Owner: Joseph Cheney Expiration Date: 01/15/2023 Mailing Address: 4823 Twin Lake Ave Job Site Address: 4000 SUNSET DRIVE, SPRING PARK, MN 55384 Brooklyn Center, MN 55429 Category: Residential Alteration Phone: (651) 558-6753 Permit Type: Repair/Remodel/Alteration Email: (Residential) Valuation: $120,000.00 Description of Work: BLDG -Remodel, Small Residential X Divide back in to a duplex with completed remodel of both levels Zoning RESIDENTIAL Subdivision: Required Setbacks: Parcel ID: 1711723330031 Filing: Lot: 14 Actual Setbacks: Block: Total Sq Ft: Contractors: Fee Items Amount Primary TNT Complete Services Additional Plan Review $ 150.00 Total Fees: $ 150.00 NOTICE Signature of Applicant/Date Building Department Signature/Date 07/19/2022 MUST BE POSTED ON JOB SITE INVOICE I Jul 7, 2022 , City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 �— — (952)471-9051 SPRING PARK SP-2019-00041 I Repair/Remodel/Alteration (Residential) On Lake 9l2innetonka Account Assessed Outstanding Fee Item Code Date Balance Additional Plan Review 07/06/2022 $150.00 Total Balance Due $150.00 Permit Info Applicaton Date: 7/3/2019 Property Address Property Owner Property Owner Address Valuation 4000 SUNSET DRIVE, Joseph Cheney 4823 Twin Lake Ave, Brooklyn $120,000.00 SPRING PARK, MN 55384 Center, MN 55429 Description of Work BLDG - Remodel, Small Residential X Divide back in to a duplex with completed remodel of both levels Zoning RESIDENTIAL The field copy of these plans must be kept on-site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Plan Revisions All construction shall comply with the approved plans. Plan revisions will not be reviewed in the field without prior approval from the Building Official. Submit]aIll plan revisions to the Department of Building Safety for review, prior to their construction. Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. Registered Plans All construction shall comply with the approved plans. Construction details in plans prepared and certified by registered design professionals cannot be altered without prior written approval from the designer of record and review& approval from the Department of Building Safety. Submit all plan revisions to the Department of Building Safety for review, prior to their construction. Revised Plan Review These plans revisions are in addition to already reviewed and approved plans. Please reference ALL reviewed plans and keep on site together for inspection. Reviewed for Code Compliance This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end-use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. By: ?VickQua!!e Type of Construction: Not Applicable Date: 7/6/2022 Occupancy Classification: IRC-2 Two Family Permit#: SP-2019-0041 Code Edition: 2015 MN Residential Code Larson Engineering,Inc. Revised Plan Review 3524 Labore Road These plans revisions are in addition to White Bear Lake,MN 55110-5100 already reviewed and approved plans. 651.481.9120 Fax: 651.481.9201 Y pp p www.larsonengr.com Please reference ALL reviewed plans and keep on site together for inspection. Larson Bedroom Addition 4000 Sunset Drive Spring Park, Minnesota Plans & Sections Prepared for Joey Cheney Spring Park, MN 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. Print Name Kerry Rauschendorfer Signature '�' Date March 18, 2022 License#45840 A03-17-2022 Changes due to Field Conditions A04-19-2022 Deck Connection Larson Engineering, Inc. Minnesota Office Project Number 11190789.000 ©2019 Larson Engineering,Inc.All rights reserved. A03-17-2022 Changes due to Field Conditions Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 www.larsonengr.com Larson Design Criteria Proiect Information: Project: Bedroom Addition Project Location: 4000 Sunset Drive, Spring Park, MN Project Number: 11190789.000 Buildin!Code Used For DesiEn: 2 Minnesota Residential Cod , 2020 Edition. (IRC 2018) Load Criteria 1. The design of the wood, concrete, and connections are based on a maximum roof snow load of 35 PSF and an occupancy live load of 40 PSF.All footings shall bear on natural undisturbed soil or on compacted granular fill. In lieu of soil borings, footings have been designed for a maximum soil bearing pressure of 1500 PSF. It is the responsibility of others to verify that bearing capacity. Notes: 1. Dimensional lumber shall be SPF No. 2 or better, UNO. See IRC Table R602.3 for fastening schedule. 2. In addition to these drawings, all structural provisions of the Minnesota Residential Code shall be followed. 3. The drawings represent the finished structure.All means and methods not explicitly addressed are by the contractor. 4. All wood in direct contact with concrete, earth, or weathering shall be treated. 5. Refer to architectural drawings for dimensions. 6. The intent of these drawings are primarily to provide structural information that may be outside the scope of conventional residential construction.Additional structural information may be found in architectural plans and should be followed. If any discrepancies are noted, they should be brought to the architects and engineers attention prior to construction. 2 03-17-2022 Changes due to Field Conditions Bedroom Addition 4000 Sunset Drive,Spring Park,MN 7. All steel in contact with treated wood (connectors,joist hangers, nails, bolts, etc.) shall be stainless steel or galvanized. 8. Concrete work shall conform to all requirements of ACI 301. Concrete shall be air entrained with a strength of f'c= 5,000 psi. 9. Steel reinforcement shall meet the requirements of ASTM A615, (Fy= 60 ksi). Reinforcement lap splices shall be 60 bar diameters, unless noted otherwise. 10. The contractor shall verify, field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 11. The contractor shall properly brace the structure during construction. 12. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. 2 13 Engineered lumber shall have the following minimum properties: A. Laminated Veneer Lumber(LVL): Allowable bending stress, Fb = 2,600 PSI (beams) Allowable shear stress, Fv= 285 PSI (beams) Modulus of elasticity, E= 1,900,000 PSI (beams) B. Multi-ply members shall be fastened together according to manufacturer's recommendations, unless noted otherwise on plans. 14. All post-installed anchors shall be as noted on drawings and shall be installed in accordance with the manufacturer's printed installation instructions and ICC evaluation reports corresponding to that anchor. Larson 11 11190789.000 1 - i -O'2 O'O a O A 7 W T f N C Y+s oo 17 W 7•X (D lD A W < p= of. gm xW N v 19-4 � �K G Z Zm rns�m a o x � L a w ^+N (1 o 3 g �m m m p- Z °�C 3 =�N•o; w At, :^ i NmM. bZ C Com =mho ink sN co N oa v n _W m m ={inu� ei 0 0 ' N r aNCD m ? r` 3 $ to 3 o x CD O v� C of c r� k N �. A N ! m � G CDS , v _ {f( m 0 m ODD t +W `m i o N v C ,i CO 'ao * m > J^ n O0 n m } >{ dki 36n JQN aloN „£-10 6 h � � j z i fi 9L_ , a- (� 6 8 LN3131'# aWJS 1 suoilipuoo plei3 of enp seBueyC) ZZOZ-L L-EOTu •n3V \ir OSJe1 a woo•suauosiel*Mmnn �, or 3lV0 1ke �,,ve '�1e14d t�r���s' WZ6*Wl?l99:Xe3 OU619#499 9U9-M99 NW'e)lel Jeae al!4M gG0 / � d �n/?JQ 1 3rwry aab peo8ojo9el4ZS£ i Z6 =106ON IT90 rrv � a^onr:�yr aaro,? 133FUM •oui Isulie®ulsu3 uo:,al i Larson Engineering,Inc. SUBJECT SHEET NO. 2 OF 12 3524 Labore Road 110C)© ���N S F r .>#e d yC PROJECT NO. White Bear Lake,MN 55110-5126 1 651.481.9120 Fax:651.481.9201 Sf�2�N G� !�`q R/L� AAA) BY 1�� �� DATE 6 12 0 T www.larsonengr.com CHECKED BY: Larson A03-17-2022 Changes due to Field Conditions /!� (LF-V. 1 /L�tfl A 0 U O O O = X ' l �, N � A n C3 (Above) Q 10 37xY U C3 s ` I _ 4 - 1.75" x 2 " t C2 Cont. LVL Beam C2 (Below) U (Below) LE) zxy STUDS rZr SEC 10'-101, I . O zo - o < N N IEf W UJ O >�-� c0--, , y t Larson Engineering, Inc. SUBJECT `o/N bo 12EAiz)VAT/0-" ' SHEET NO. 3 OF 12 A 3524 Lahore Road c1ppa Sd"Sr F .BUJ IVC— PROJECT NO. i(—it a78q White Bear Lake,MN 55110 651.481.9120 Fax: .48 . 2 I 5��'N�7 �'R11 1� .MN BY �O r` DATE � ?U � www.larsonengr CHECKED BY: SEC a son M .o uj Cr 2X`(i 5T n k , Deck o- a Q U fD f T O - -') O C) I � { � N 0 7 v � N O H 0 C xt�A (b) SHF.R7`NItiC # ui v � C U (E� TotsTs s _ 8 Ii" � z r o yr4NC, ,G C4 Column 41 c� all Ll — 3 - w r, s A I i( o Q Q v I r X `4 O E L E lr� i A04-19-2022 Deck Connection C ONL�O r2i=N©v��{D�us Larson Engineering,Inc. SUBJECT SHEET NO. 4 OF 12 3524 Labore Road 1, r/� 7 _5/i2/L�F PROJECT NO. - ?76 White Bear Lake,MN 55110-5126 `!tb � � 651.481.9120 Fax:651.481.9201 Sp2iAJ67 r?kX AAN BY DATE www.larsonengr.com ' I CHECKED BY: A 03-17-2022 Changes due to Field Conditions KEV. Larson (2) 2x4 Brg. Studs - - v -- — j] (E.) 2x6 Ceiling Joists @ 16" o.c. E � CO U) N a� a, U) D v co N N / N n1 E. 2x6 Ceilingo Joists @ 16" o.c. 2 t SEC I I G LL a f m t n Co i C D � N X � N N N 116 NA T (?AA/ F_ RrIFTE/- TIE I ' ii (2) 2x4 Brg. Studs t � Larson Enginooring,Inc. SUBJECT to N SHEET NO. J of 12 3524 Labors Road y�t,� 5{,JU$ T dW�61-' PROJECT NO. �l` 19 -07E39 White Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 �,NL� j�14/2K , MCI BY �RD DATE �t /w www.larsonengr.com CHECKED BY: Larson Z2 03-17-2022 Changes due to Field Conditions NoTF I. r, ALA VN,19A-r� Fa*r,nre-rs 7r> N♦qv& r7 �A.r., s n,c eov Fg- i pLv Mom+ EE AGAN [T, r�oo� Toys rj�Sd--CA7r//-0C t �5F F P laQN) I ,ToisT COLL7MN (5E a Ps Aa) 1314sr (SiE E?t+tNl = !st L. 2 �F E ,gL�tr N Rough up edge of Bent Bars, existing footing prior M a See Plan to pouring new section of footing. oor,.jc, i SEE 6" PLAN Embed. SEGT�o^� 1 i x Larson Engineering,Inc. SUBJECT CAN 1�E�'Ol//QT-J1► SHEET NO, 6 OF 12 3524 Labore Road �( p 5r!/�SF_T 1�1ZG�E PROJECT NO. White Bear Lake,MN 55110-5126 n i/ BY �� 651,481.9120 Fax:651.481.9201 DATE l*,129L1f www.larsonengr.mm CHECKED BY: Larson $LOG le- SNF_ATH�•v t� T 11 f �'S CO�, �SFE Pu4nJ) i F t / i t Larson Engineering,Inc. SUBJECT CDdI)tea �FNDII �`y SHEET NO, 7 OF 12 3524 Labore Road 11C9p Sulk S G-T- �,C/UF / PROJECTNO. ef White Bear Lake,MN 55110-5126 S� I�' �� I 651.481.9120 Fax:651.481.9201 9 we-? pA N-R K �'H BY b e-D DATE to�l i www.larsonengr.com CHECKED BY: Larson i i j RAFTf'c�G N2.5' TiF:-:S AT raelf CSEF PL h►� "t=T J=✓i TIC �O�uMr� 67 gC-C7lp� I I j I s a Larson Engineering,Inc. SUBJECT eOti�d '1'����r6'`', SHEET NO. 8 OF 12 3524 Labors Road 4 C900 Sd AA.F-T- Offl"E White Bear Lake,MN 55110-5126 - PROJECT NO. l 651.481.9120 Fax:651.481.9201 -5'p 1p!AJ X-? Est k , BY Ije D VATEf ' www.larsonongr.com CHECKED BY: Larson (SF,F 17 tpp-D REQ'D .pIJ EACH .F, OF U41� hOD As RF-e<yj- f _ Sr.vilasor� Mz.s— k _ roe i 1 '19G qrn G!C I I CS t-PcpnJ LJ, i sEc.Tio.r� , oat J �E nAtN F �-rft� Larson Engineering,Inc. SUBJECT Cd "��O t2tN0✓r4Tt0� SHEET NO. 9 OF 12 3524 Labore Road t/VCC> 3 iJA/S E T -Z>V f y1f- PROJECT NO. 11 White Bear Lake.MN 55110-5126 ty i N(y PA / 651.481.9120 Fax:651.481.9201 S ��'' BY DK J., DATE www.larsonangr.com CHECKED BY: Larson zk,r„All F .SEG rcr1� y . .- 9" T I A " So t.T Ar D . r lrl :'N p �.. AnLiSPACe iil% rt FIoa& ` C�J So�sr g�CIP IrJ Tl (NI�Cf.. 2iL•<IsiNCj �- �t•LF_ ,JGItTfi Y ty dy Rr K,r.Z e Y I4NS'vt�RSf_.il'/ J.MXrAT�bNo, lH To kt-,nNc� Fdu..aNro.� M 0 - W>3is. -, SETXr' l44/'�rstvr Foy r�b.rt Fl f rf-c�- `lttMtN. � F^76, �"M14x i i a 1 T' sEcrrQ•� -O E 1 I s Larson Engineering,Inc. SUBJECT CoND© SHEET No. 10 of 12 3524 Labore Road t f-00p 3d�ti�, % d 1✓f PROJECT NO. White Bear Lake,MN 55110-5126 ���C 651.481.9120 Fax:651.481.9201 ? /�/m-R i M BY DATE ^T Larson www.larsonengr.com A03-17-2022 CHECKED BY:Changes due to Field Conditions 2 'NOT sZ 2 � _ 4 USED _ aN 1-11 w � F110 �u� _ � w APB • • \ Z �',�VI t s otl• ''11 � M r j j Larson Engineering,Inc. SUBJECT Condo Renovation SHEET NO, 11 OF 12 3524 Labore Road 4000 Sunset Drive White Bear Lake,MN 55110-5126 PROJECT NO. 1 1 1 9-0789 651.481.9120 Fax:651.481.9201 Spring Park, MN BY KDR DATE 3/17/2022 www.larsonengr.com CHECKED BY: Lars 2 03-17-2022 Change \ due to Field F�o�r� ► Conditions QL � f lV�w ��PciNt-1 i II i . t X Co I � 5.5" P°� �aS�, See �lavi �tnc- �ke-v See �aVt z * r --7V- SeG K Larson Engineering,Inc. SUBJECT Cn Nto 1f=I/ �' SHEET NO. 12 of 12 3524 Labore Road White Bear Lake,MN 55110-5126 A-000 SwASP-t r2 �r\ye E T NO. _ 0-M 651.481.9120 Fax:651.481.9201 _ „�, P r(g-` m w79V 2OZ2 www.larsonengr.com "�— Larson Q03-17-2022 Changes duet Id Condi s � I G4)LE o OAP 3CA WV i S cow, Sec A 1, . . 1 IL Larson Engineering,Inc. SUBJECT �V'J hs y r�}�Q ' 3 �� SHEET NO. OF 3524 Labore Road White Bear Lake,MN 55110-5126 6 G{ PR JECT`NNO. L- 651.481.9120 Fax:651.481.9201 t p� , C py�y� BY YL DATE Z.n 2,Z www.larsonengr.com --� CHECKED BY: Larson " Q 04-19-2022 Deck Connection z fc4z ..- - 3 � MM `'^.TJyy^r.4^"fj'V+,1•' �� .. r��M� .+L- � -� �'r' .Y Jc � Q$ N i F \ N k E f 1 '-A ti vl� � � o '�A 0 -^ �. �A New window and —— header(2)2x10 D�CI(B@OV,�—— —— °€LK^—B°7/E--------------=�-- 1 FLOOR PLAN NOTES: perloeon7/s/z2. ---------------- I I I I _ (1)"TYPICAL! PATIO PATIO I INSTALL 1/2 TYP'X'GYP BD FOR 1 HR WALL UNDER THE STAIR I 6'3 1/2' NO CHANGE 6_T NO CHANGE RISERS,AT LOWER LANDING,ADJ WALLS,AND AT ALL CEILINGS ON ENTRY LEVEL CONTINUOUS FOR 1 HR SEPARATION BW UNITS EX.OPN DRp EX.OPN DRp 6'0x6'8'PATIO DR. 6Vx8'8'PATIO DR. Q N/A NEW 8'Ox6'PATIO DR. NEW 6'Ox6''PATIO DR. ©EXACT KITCHEN LAYOUT TO BE VERIFIED BY THE OWNER M.Andrews r---- __—� PRIOR TO ANY FABRICATION OF CABINETRY OR ROUGH IN OF PLUMBINCIELECTRICAL. '4 sax Homes Iurf L DINING AREA o-.r< SEE STRUCTURAL DRAWINGS FOR SIZING AND ALL NEW POST 8 T V h O N BEAM LOCATIONS.SEE STRUCTURAL FOR LOCATIONS OF NEW 4'- c o f01 FOOTINGSIN EXISTING CRAWL SPACE. I p ' m_F 8231 DUPONT AVES ••FIRE RATE ENTRE CEILING ASSEMBLE W H 3L ©PROVIDE ALL NEW PLUMBING FIXTURES IN EXISTING PLUMBING 2 LAYERS 1/2'TVP X SR CONTINUOUS^ a BLOOMINGTON,MN LL DINING AREA LOCATIONS PER THE PLAN.WATER REISITANT SR IN ALL WET LOC. ® I REFRAME WALLS ON MAIN LEVEL O n= 952-346-0427 ®NEW WINDOW IN EXISTING OPENING.REUSE EXISTING HEADER. ,� zz� SITE VERIFY THE EXACT R.O.AND EGRESS REQUIREMENTS. w Z m+na s.nomeseourook.�om it I STYLE AND PROFILE OF WINDOW TO BE AS DIRECTED By OWNER. I? z z LL LIVING AREA p NEW PATIO DR IN EXISTING OPENING.REUSE EXISTING HEADER. QD SITE VERIFY THE EXACT R.O.STYLE AND PROFILE OF WINDOW TO ; LLLIVI GAREA w Lf BE AS DIRECTED BY OWNER. Im NEW CPT > it!�QhQya(ht�yyyy ®NEW 2616 AWN WINDOW WITH 2-2X10 HEADER ABOVE.SITE VER. W O p W ' je E§�$R �lg O MATCH HEIGHT OF ADJ PATIO DOOR.STYLE AND PROFILE OF rc iO M1 c¢�F hh E 3• � WINDOW TO BE AS DIR.BY THE OWNER. 0 8-0'CLG HGT• Imo E 3!` i REMOVE EXISTING WINDOWMEADER AND PREPARE NEW OPNGFOR NEW KO I B AND PROFILERESS OF THE WINDOWTH 2-2XIO HEADER TO BE AS DIR BY THE OWNER LE 3®a d 4 ii y h6 ------- fT-----; '---- _ ---------—----------- 18X24 DRAWL 5 It��58@�6y it NEW ®PROFILE OF RAL DRAWINGS TO BE FTEEL INSULATED OR DOOR UNIT.NEW HEADER-DERAS DIR BY INFORMATION. NEW CONCRETE STYLE yQ ••1CIL H D CD D.W. 1 SPACE ACCESS N p�'U I4i ! a 9 I I STRUCTURAL DRAWINGS FOR HEADER INFORMATION.STYLE AND I® IF 42' RAISE 2, _ i a ' "'a 11 ENTRY STOOP.SLOPE AWAY FROM HOUSE.SITE VERIFY. w FIRE SEP I o _____ RBSH =®oh h PREPARE AREA FOR ALL NEW NI BATHROOM LOCATION. > STAIR•' ------" NEW TOILET,SHOWER,AND VANITY PER PLAN. SEE STRUCT1 y zr I i ' EW22X____ `-------- ------- -u�-- �-`.' -- ___-_________ WATER RESISTANT SR IN ALL WET LOCATIONS.FINISH AS DIR. -- ------ ---- �N I FL BM. cEeeeeT 10 VI I NS _________ __ � `-`- BY THE OWNER. - - - � r _�� Z �J ©NEW UTILITY AREA FOR THE LL UNIT.PROVIDE NEW FURNACE, — > �B ®' N __________ q r✓�. AL NYf ____ ____ m y en1E FEV6FD: BY' ___s, W ------i TANKLESS WH,SOFTNER,STACKABLE WASHERIDRYER AND ia0 m/prn ee[exsrr ---------- 2 I SINK IN BASE CABINET.EXACT LAYOUT OF MECHANICALS TO BE a__�i ----�-___ `U-�','i H yri -� = BY MECHANICAL CONTRACTOR.NEW ELECTRICAL BOX LOCATION. ---------- 91 KID w �- ---- ; — „ `;.� ®REMOVE EXISTING WINDOW/DOOR AND PATCH WALLAS DIR Ac uaR -------- LLNE(D M. Y _--_-U i ZIi ��,�,`� BY THE OWNER.SITE VERIFY. o iD; p rc yrs J u911 �9,1` I ®NEW STEEL INSULATED FRONT DOOR UNIT IN EXISTING OPENING. 1 ooj D a jll 7 ill UNIT 70 MATCH ADJACENT UNIT FRONT DOOR.EXACT PROFlLE L ---- 30'REF. LLBEDROOM#2 OF DOOR TO BE AS DIR BY OWNER.REMOVE EXISTING FRONT UPPERS ceCO"iTa ,$W NEW CPT ' ENTRY STOOP AND PREPARE FOR NEW FRONT STOOP.SLOPE z p z AWAY FROM HOUSE.SITE VERIFY EXACT REQUIREMENTS. REPLACE EXISTING STRINGERS IN STAIR OPENING FOR NEW L—L '_m 1 vCT rc w O +� � LL BEDROOM J ® O ® N STAIR RUN TO UPPER UNIT.SITE VERIFY EXACT REQUIREMENTS. Z O >z `--= --' rn INSTALL 2 LAYERS OF 1/2'TYP 0C GYP BD ON INTERIOR WALLS, ® NEW 36'VAN. ®Sn Fu 0 -� UNDER STAIR RISERS AND CEILING FOR FIRE SEPARATION. �fC EX.LOC. z FINISH STAIR AS DIRECTED BY THE OWNER. UPPER LL BATH F= tI` ®NEW INTERIOR DOORS THROUGHOUT WITH SIZE AS NOTED ONE ®LL BATH e$ rc Z it THE FLOOR PLANS.NEW 2-2X70 HDR OVER OPENING U.N.O. NEW VCT p ENTRY -- --- STYLE AND PROFILE OF DOOR TO BE AS DIR BY THE OWNER. (D ILLS O --------- I I O NEW TUB/SH / LL ENTRY REMOVE EXISTING WALL A/C UNIT AND EX'G Wow AND PREP FOR w u U NEW 5048(60X54)CASEMENT WOW UNIT TO MATCH EXG ADJ. OQ EX.LOC_ fJO cG2 NEW VCT ? a a REMOVE ALL SR ON EXTERIOR WALLS AND SPRAY FOAM(R20) ry� E WALLA UP TO ^ ® p ¢w U J ___________ _________ THROUGHOUT. (�Q� L HOOKSq tftA . Pilo I STEP ON --------- ?® NE 42'X36' STEP ON 0 NEW 2- z / FURN TA WH ® O _________ 0 3-6• " Q L BOILER Provide the listed assemblie=fire it separation and sound transd NEW CONC S EP ® ""0NEWCONC STEPL EEXISTING L TIE FLRAVALLS----- fOf the floor/CBlllrlg,supporti (SITE VER G DE) TO T-0' ® ® LL UTILI OFFICE = stairway construction on siteon. LL MSTR BA.0 AAUNDRY ; Iflj J Y NEW TILE NO EW VCT Z o Z 1 . NEW 42"VAN MECH ° ® L L Z REMOVE ALL EXISTING MECHANICAL O > AND ELECTRICAL AND PREPARE .'v ,L O NEW AREAS PER MECH CONTRACTOR p Revised Plan Review I ¢ Q These plans revisions are in addition to ® I J 9 'T-101PC CLG HGT' > I SD v) _ already reviewed and approved plans. MTFRDUR 0 Please reference ALL reviewed plans and ww @ 24'O.C. q keep on site together for inspection. 3o DRAWN BY: (SITE VER.) i 13'-7'X 11'4Y �ow I `-----------------------------i ``Q I LL MASTER S ITE _H JOB W; I r---------------------------' ` w yl NEW CPT �Z op DATE: w ;ITING 05/17/19 FOYER MFDISROOF ;z TRUSSES ❑ SCALE: 24 D.C. 1/4"=1'Orr bffdB NEW 3048 CSMTWDW-EGRESS REMOVFDR 0 EX.OPNGMDR 0 LOWER LEVEL UNIT DEMO PLAN PROPOSED LOWER LEVEL UNIT PLAN SCALE_ 1/8"=V-0" 10/09/19 SCALE: 118"=V-0" 06/20/22 P 1 ;=EXISTING WALLS/WINDOWS/DOORS/PLUMBING TO BE DEMO'D ®=NEW WALL CONSTRUCTION 1130 SO FT A 2BEDROOM G E Revised Plan Review These Dlans revisions are in atldition to already reviewed and approved plans. Please reference ALL reviewed plans and DE K DECK keep on 5ile together for Inspection. SI NEW C NO EXISTG FOLK SYSTEM NO CHANGE 6317 SEE ENGINEERING 6'-7 EX.OPNGM R T EX.OPN Oft ---6'Oa6'6'PATIO DR. 6'0z6'8'PATIODR_---- NEW 6'Oz6'8'PATIO DR. NEW 6'Ox6' PATIO DR. RMAndrews FLOOR PLAN NOTES: =I �a� Homes > zwl N o $°oI n UL KITCHEN m0 8231 DUPONT AVES iSXO Q7 ALL M THE M C HA FOR THIS UNIT TO BE DIRECT VENT TO HAVE R -_T Q BLOOMINGTON'MN FROM THE MECHANICAL ROOM.THE ROOM MUST ALSO HAVE A ?I; m '8'-2'CLG HGT' FIRE RATED DOOR WITH CLOSER PER MECH CODE. 2 t 952-3460427 o INSTALL 2 LAYERS OF 17 TYP'X GYP BD ON INTERIOR WALLS, I STAIRS AND CEILING FOR FIRE SEPARATION. a �wQ �w�ews.wmesaaxwer.com % UL DINING AREA ®EXACT KITCHEN LAYOUT TO BE VERIFIED BY THE OWNER Z ma UL LIVING AREA PRIOR TO ANY FABRICATION OF CABINETRY OR ROUGH IN o 4,-0" -,,-�,-� UL LIVING AREA [ q oOF PLUMBING/ELECTRICAL. NEW CPT �'6 Q:dQ 81gi� Eg SEE STRUCTURAL DRAWINGS FOR SIZING AND ALL NEW POST a 5 C 2 H �!I EE 5YF ae e[BEAM LOCATIONS.SEE STRUCTURAL FOR LOCATIONS OF NEW 0�U [ � FOOTINGS IN EXISTING CRAWL SPACE. EXISTING x¢_x gabeg3{( MFD.ROOF ®PREPARE AREA FOR ALL NEW FULL BATHROOM LOCATION. u; �',-" MTRUSS SF ag 9 F7dk iX TRUSSES NEW TOILET,TUB W/TILE SURROUND TO T-0-,AN O VAN.PER PLAN. p p I� W 24,O C "�, WATER RESISTANT SR IN ALL WET LOCATIONS.FINISH AS DIR. O �24'O.C. BY THE OWNER. x 3' c3ea gY= 8� Rs i yyyy (SITE VERJ I 30'RANGE ©NEW WINDOW IN EXISTING OPENING.REUSE EXISTING HEADER. O V I 7'-0' V S I SITE VERIFY THE EXACT R.O.AND EGRESS REQUIREMENTS. T� o , ppqqr r-------. --; STYLE AND PROFILE OF WINDOW TO BE AS DIRECTED BY OWNER. ----� o UPPERSI ELEC ■ �2° ©NEW PATIO DR IN EXISTING OPENING.REUSE EXISTING HEADER. WH SITE VERIFY THE EXACT R.O.STYLE AND PROFILE OF WINDOW TO ' o a MECH pa BE AS DIRECTED BY OWNER. TUB/SHR 3 n DIRECTVENTALL ---- Ea. Q TO EXTERIOR ---�' ®N 18 AT 1 R O SITE N Loc� - REVISIONS �•� ER. , '�)�j I ------ --------------- MpTCNHEIG AWN AD PATK)DOOR�STVLE AND PROFILEOF r WINDOW TO BE AS DIR.BY THE OWNER. - O i I J �� Rases w a.�L zrvsro: NS WULBAT�)'�,I ®NIA ran J --- ---------- 3�'8� mYeO/n cxrCzsn O - U ii ., _ ®NEW WINDOW IN NEW RELOCATED OPENING.NEW 2-2X10 HEADER. i� H m r` NEW VCTi L ESS w SITE VERIFY THE EXACT R.O.AND EGRESS REQUIREMENTS. O rc ti ®L---i STYLE AND PROFILE OF WINDOW TO BE AS DIRECTED BY OWNER. OS NEW N REMOVE EXISTING WIDOOR AND PATCH WALL AS DIR w ® --------- = I Zii By THE OWNER.SITE VERIFY. --------- I CU2 S� __________ ®NIA ®NEW INTERIOR DOORS THROUGHOUT WITH SIZE AS NOTED ON ;0 THE FLOOR PLANS.NEW 2-2X70 HOR OVER OPENING U.N.O. ---------- x UL BEDROOM 'I� STYLE AND PROFILE OF DOOR TO BE AS DIR BY THE OWNER. ---------' BEDROOM h� REMOVE EXISTING WALL A/C UNIT AND PATCH WALL AS DIR ---------- C B NEW CPT # 9 '•o ------ I -_3 UL 1 O 23 BY THE OWNER.SITE VERIFY. SC �"' '�`�• ®REMOVE ALL SR ON EXTERIOR WALLS AND SPRAY FOAM(R20) IS UL BEDROOM JF2 1uS UL BATH O'� 'I� THROUGHOUT. NEW CPT STACKABLE WASHERIDRYER UNIT.VENT DRYER THROUGH ROOF. �y'® O ml 3 O Q w 263 Z S NEW OPNG/2-2X10 HDR NEW OPNG/ rW3046CSMT EGRESS WOW NEW 4016(48X1q) WN W O Q II I II ® II L-J w II II II II Z `�' Q< I I II II II II � =DCD II II II II w o Z II II jl Ij J CD � II II II II I I I I DRAWN BY: II II II II JOB# II II II II II II II II DATE: I I I I 05/17/19 I I I I I I I I SCALE: UPPER LEVEL UNIT DEMO PLAN NEW UPPER LEVEL UNIT PLAN P SCALE: 1/8'=V-0" 10/09/19 SCALE: 1/8"=1'-0" 06120/22 A OF� =EXISTING WALLSANINDOWS/DOORS/PLUMBING TO BE DEMO'D ®=NEW WALL CONSTRUCTION 829 SO Fr G 2BEDROOM E Revised Plan Review These plans revisions are in addition to already reviewetl and approved plans. Please reference ALL reviewed Dlans and keep on site together for inspection. ====T =_______�� I M.Andrews I Homes II II 8231 DUPONT AVES J, LL BLOOMINGTON,MN 952-346-0427 II F;, W II INSTALL ONE LAYER,..�.�..�...'....:.. ............... mmerews.romeewMooe.com ...'.................. .5/8"TYPEX SRINTAS': ........................:'.'.'.'.'.'.... I O elw ti $HOWN(MINY. .. EXTEND MINIMUM4 D" mot.-MAW LEVEL.. . . HIND �ll _ 'Ja��{ Iff SOUNDINSULATE BETWEEN S FROWNER 10'-Tf4' I It tS` 32kpE 1 HR FIRE RATE ENTIRE '.'.'..]'.'.'.'.'.'.'. SITE VERIFY I I9 �Bi06 CEILING ASSEMBLY WITH r.-.......... 3 t I 2 LAVERS 1f2'TYPXSR CONT. 1.'.'.'.'.'.'.'.'.'.'.'.' II yyy i�'� 6 6maill, IX'GLOC.:. i I........... I I NEW 6X6 BEARING POST. # � FEE946 EX.BRG BELOW ' III EX.BRG BELOW I 1 HR FIRE RATE UNDER j ~ 3 F �� I I REVISIONS I RISERS,ADJACENT SIDE WALL,AND UNDER LANDING — j CIO NEW RAFTER TIESIBEAMS PER I I o�tE csyseo: er: I m mew STRUCTURAL DESIGN-SEE STRUCT. w/in cxrcvsn aaf�y DWGS FOR ADDITIONAL INFORMATION II .......... Mn. RE BLOC I$ -�Iy 2 II IX.BRG BELOW� z II II II II '3 II O I II 8 II � FIRE WALL SECTION I II I I FIRE WALL I _ J I U I I L —IT—=--fit =___--T =J Q Lu � Z jl Ij O 0 II II Z Z < I I LU II II � o r-I,- Q �� II � II i I I DRAWN BY: g i JOB#: DATE: 05/17/19 SCALE: ROOF PLAN SCALE: 1/8'=V-0" 05/17/19 P3 G OF�E RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952)471-9051 SPRING PARK( SP-2019-00041 i Repair/Remodel/Alteration (Residential) On GaKf gfinnetonkq Receipt Number: 37 Payment Amount: $150.00 July 19, 2022 Transaction Method Payer Cashier Reference Number Check Joe Cheney Jamie Hoffman 1130 Comments Assessed Fee Items Fee items being paid by this payment Date Fee Item Account Code Assessed Amount Paid Balance Due 07/06/22 Additional Plan Review $150.00 $150.00 $0.00 Totals $150.00 $150.00 Previous Payments $0.00 Remaining Balance Due $0.00 Pennit Info Property Address Property Owner Property Owner Address Valuation 4000 SUNSET DRIVE Joseph Cheney 4823 Twin Lake Ave $120,000,00 SPRING PARK, MN 55384 Brooklyn Center, MN 55429 Description of Work BLDG- Remodel, Small Residential X Divide back in to a duplex with completed remodel of both levels Zoning RESIDENTIAL