Loading...
HomeMy WebLinkAbout2017-01517 - interior remodel CITY OF ORONO I* I I 1 17 11 HI 1 11 'il I7 IT 22750 KELLEY PARKWAY DATE ISSUED: 12/18/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4160 FOREST LAKE DR PIN : 07-117-23-11-0003 LEGAL DESC : FOREST ARMS COUNTRY CLUB ADDN : LOT 004 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 35,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE) INTERIOR REMODEL APPLICANT PERMIT FEE SCHEDULE 546.57 STATE SURCHARGE(VALUATION) 17.50 CLINE,JUSTIN&HOLLY 4160 FOREST LAKE DR TOTAL 564.07 MOUND,MN 55364- Payment(s) CREDIT CARD 6632 564.07 OWNER CLINE,JUSTIN&HOLLY 4160 FOREST LAKE DR MOUND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. uU r 17f40-- 107 / IS" Applicant Permite SignatureD Date Issu By Signature Date City of Orono Building Permit Application for Maintenance / Replacement/ Remodel — Residential ONLY (i.e. windows, doors, siding, re-roof, etc. — NO STRUCTURAL EXPANSION) O Mailing Address: Permit number: 7O I.7-6/ 51 7 PO Box 66 ,—` Crystal Bay, MN 55323-0066 Date received: � � I (o ' Street Address: Received by: '7 �e-� yW 2750 Kelley Parkway Plan review fee:Orono,MN 55356 010/z7--, /6—/to Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION• Job Site Address: 41 (o Q "okreS-r lam.k e c -\v— , OYc' so, M N 5 S3(4 4 Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? 0 Yes Z No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: PiD\�� C.,ki nt✓ State License# Expiration Date: Lead Certification Number: Expiration Date: (for work on homes that were constructed prior to 1978I� Phone: (cell) —i (.0""S 3 — O S 4 (office) Mailing Address: t i 1 lop Fa - k- L -\to.V..c DV City: • a , ZIP: Contact Person: 1-6\l Applicant is: Contractor / omeowne (Circle One) Email and/or Fax: �1 oIIy • Cli>-Q a V0Gke-4-mcxt1 • COO--; PROPERTY OWNER INFORMATION: Name: - 1-401l 54}•, Yl C\triG Phone(day): I (rA 4 c) - O b G 4+ Address: ` 4.l f - 1,G,k-e_ Dv- City: C} ro rN a ZIP: SS 3 04 Email and/or Fax: holy . G\ihe & `Co ck-e--r6:tl. CG WI PROJECT INFORMATION: Overall project description: V erro ck't Type of Project: Any earth movement may also require ❑Door(s) 12Remodel ❑Fire Damage MCWD review&permits: ❑Re-roof,asphalt ❑Repair ❑Storm Damage Minnehaha Creek Watershed District(MCWD) 15320 Minnetonka Blvd ❑Re-roof,cedar ❑Restoration ❑Water Damage Minnetonka,MN 55345 ❑Re-roof,other(specify) ❑Siding ❑Other:(specify) Phone: 952-471-0590 Fax: 952-471-0682 ❑Window(s) www.minnehahacreek.orq Estimated Construction Valuation of Project(excluding land) $ 'SS,000 APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. Applicant's Signature: . 0 Date: ‘ ' 'V 1 Owner's Signature: a, ' Ana, Date: " ( kV) 1 1 R CFIVED Last Updated:January 2016 • NOV .l '2017 CITY OF ORONO PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 9160 �Q(/I Pit IL J C4 e a(- Permit No. /7 0/5 l7 Description of work: Date Rec'd: //// 7/7 Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: e:-/06,71_ Date Approved: /03-7/1 37/1 Grading review by: Date Approved: Zoning District: . 4 _ keso Date: Zoning: Lot Area: PASS q 6 11(7 7 711 I/6 1(7oSF /aice; /�, ,,Survey Submitter -.e. d��a��5 T �v G UUP date(?):' Landscape plans A.GI ofels' `5I € -5/ ✓C/e-c -rr Ll h Ca 4, 14 4 v.v- /4 71--c. 4 4.6 i alf4a-5 W Proposed Setbac /07C9/:/ Front (Lake) 7-04a IO 49t9W e,-)y 3 Wetland e l t n t-Q,r', '-- c\;),^ ✓l&A ce 1/cL I 0`t' .b•641,'/Py Wd l( , 11111 A/LW Ai/ct,t s P)Ci s /•7 S 4.. f c c ear vo,i4, Defined Height:_ (Existing Contour; Perimeter(linear ied 4:2 pcv 7�/s - 2" r 4 e --- //r'( low.g7 lrade Basement? D Y v 1 d' / CcQICLi r// (9-r Q45;0frt in 40 FORA BUILDING W 5 Q r ce. 3 e e �d ,1/1 /[�.Q e�S� C'�' ;4i- TI N /✓ / J flab aora .,4geaa . -roc- k t T C K evk ` /21/( 11`7 ' 7easure from alhast:exieting / ( rade to the tai het oint ot.t e roof even of fill:wa br'dught rt to. levate r1egte,, 3Iab belotAn` Nt4``` ,eaure.. rom highest,eXtOr g g`r4de.tb ttae iighest poift6 the roof. f you have a.. • GABLE OR HIPPED ROOF (no windows): Subtract half the distance between the highest.point of the roof to the low poibt.f#the roof correspondifaggabre or hipped roof • ALL HER ROOF TYPES(flat, • GABL OR HIPPED ROOF man ard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract a distance between the half the distance between (BASED ON baseme crawl space floor and the the top of the highest EXISTING highest xisting grade adjacent to the window and the highest GRADES) foundaf n OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defin d building height subtraction. Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Shoreland District MCWD Permit Average Lakeshore Setback Met? Bluff Permit Number: ❑ Yes 0 No 0 N/A 0 Yes 0 ❑ Yes ❑ NoNo 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (%and sf) _ ❑ Yes ❑ No ❑ Yes ❑ No 1 2 3 4 5 Type(s): Type(s): Fees to be Char ed IIIIIVAIIII a � r Plan Review IIIIIIIrAIII State Surcharge Y ii-. ff:g* ,<„ ',:,`:;-'1,<N'',. <"=c W : ; .t 6ltli, :' Investigation Fee 111111102111111 SAC—Ni • - • SACU t Other(specify) Square Footage $ per Square Footage Basement X = $ 1st Floor X _ " $ 2nd Floor X u. _ Garage X _ $ 3 . 0m© Estimated Construction Value: $ `�. Orono Inspections Required Wo c Requiring Separate. rmits ❑ Footing 0 Site Plumbing 13 Grading/Filling ❑ Poured Wall 0 Silt Fence/Erosion Control Mechanical o 'Fire ❑ Foundation Survey ❑ Hardcover Removal 0 Septic ❑ Water Connection ❑ Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection Framing 0 Masonry ❑ Lawn Irrigation Insulation 0 Mfg. 0 Landscaping 0 As-Built Survey 0 Other(specify) Final ❑ Lathe Required State Permits ❑ Other(specify) 0 Well ) Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. H. c, ,lin ..\,, 10 �� .1TO 2 4' } t/, r r 0 X •si i" P.' ',,, 1: ---t.. ___ m . 11153. .4.0.04 /1 .41 ., "c? C''' Z ',r (. \ i 1r. r.� - .1 ) I - r ' _____ ..._. .. ,/.. P. ie • , g.' G L�nliKAPS., 1, . ri • • fir, _ -• fi ;7"1"1•• r•. - ..rr.r. �tY �n• .. _ „ -c - - - - re+..,.-.+rr,_T71,FALu , - .._ . , ( � •�,,7. 5... ey 1 �.r••-..1 70'/ i ----- _. _ I, � _ .. 3 �� �I e/���y1"� .:--,-�!C _ �� ....... ..... � t (71 -p-(/'... afx- ...ism - • ' •-• "--`" '111 r. . 0 ,11$ v:7 [kip . , S P n J c E' G •n -n , 12 ti J( pp I vcn 1 I11n Jnrp r Ca d - - ..:t , i Z 2, 17 . / co :_ __ -- fid _�_ �.. �? �� �+ ,r y1=gay9t,',C7g" F.,,. i ' ' i A, g .J.4 e- ;2' —-4- ,, . +-2 4 <rt.-ET c-IL •s I !1T SNI 2(ofiS *t1 III 1 . 2 id \ 0 ler J 211ris- ,1 ;.) ..Ayttc„niz? , __________, i , . r 1 I �rr� �„D. r (! r' 1! m o / \ + .J '. Z 11 0 S , ,, 0 4D �C _ .,.. .0. 1 ? •• $27j K 0 6-1.-A to . ' � 9'3- Z r yr � �� s;�rt � � \ -, -A.--"w"-"--IF*71'7'127"c•PiP-re-.., ------;-..-:-.; ,'-1-u•--,---•=--.;, ........ .:,.. - ----,---,.g--- -_ -,:s •, ,. 1,--.• Mat - - --i iYA: . l'. i 6 ,O, o w • I ' 1C>,"6. qi' I IA :{ ► 4 f k y}1` t t As 1• li it_ , i . - ; �, /� r 32.7.31 =�► �O i ,,; ` -�= - _ �- '�,0 SUNKEN ;'' 1`_qty _..o.--7,-. �.. �� �(`S �1`' n` 1-T . • -_ _ -. __ > 1 ..•.-..„-;.,., r Icc14.) jit____,t: FAmILY - ' . 5t.t.10" %" TR EIr'4 OR _1 14. ,� Al :- ,• £ W & 2NE AUNDR '�' ` H ;i'� - J DINETTE I t ��'T �4: Pik oRr e� .- f i _ I 'o, t yob�y�R _ # e-4 f ! y s- � d i ii . -N GARAGE —_ _. _� -------_-_-�-- t A I 1.a '_ _ i - a' -1 1 1 Lem. li LA_O S tr ax'* i _ Its t 1 =tai ICL4 f r�Slt_y t—,7;,,:—`.___L, Lc w _. .,•• cv,ap i 4 C Ll1E f.�otc 1 r. — it „lc a- _,.•i. .rt 1, • :a }! 9" MIN. T r TREAD ) A, ii —' 6- ../t+t. :EADROom f ! At • I A7' ATE • • ,, IN i DRAtL REQUIRED ' I RD . •p '� lL, e , ; EN SIDES i _ ,< L,vING :I tDINING 1,, I I 111 I6 ! oLL vcmrap, sTuos 71 ��s ,' , Arc PAces . . . . - 1 0 FIOYER ,,----r zioNf, .. . - ( s"tiz. ‘.7 Loit 1- . I GUAR'DRA , .4 N.Lx, a" , • OPENIN S \ — 1 i .1,‘ I i=�� 7%114t .10 k 3u, r,r„,„c..Q.,...t-,-.) _fmoi'�; - I ,. , -- • F �k� 11 r. • f i } t 0NF[ NflSHEO : t" -G 1 E L - DDI . ,�` �� }�� pis � =c•h[V4„>n •C' ¢L�`�`�C . '� __- - --t - -CLOSET ' — • • I = f , j ,, tY Ctt U- . A A LK i4 0 EDROOM WINDOW }w� _ -� , I IN _ ;I� H ' w {� -` , ' I C �OSET ,1 m C 2h ,,. FIRE EXIT REQUIRED ICT w ZO" MIN, HEIGHT O I . A T H� ."- a •� = N Q, 24" MI[�• `CLEAR HE - - - - - --� }I pimoPEr41,-- 01 v - n, �aSS• SIHA-EIGHT • LLit „ • X tai r t�, sti p iil - 2� MOK= DELTO � r CL _i J ,e . . ,1I • - 1'_j . I ftev-Lik _ _ _ .';` fy . . ` I:: -••••••-•711 V'-'...--Anir-Ar'"A- "•;:, -.77---- -'---— -..•,..4 3 I 'IA — -—II' t ) s - " C !I' r . ,t� \ Vhf •� `� , a • • ��rA� ,k wis ., _ _ MASER ` -. 14? -}, D' bEC- RM 1 O� ,� i ECJ 4N �I,, A,�' 4. 'T ti/� oCC� - t z ,t� i i . "CL �O ri-$ '‹ _,s OK) ., i. l'i ti .,.. _ s NEq�Mi IF4ti �'� I. _e. 24' MIN. CLEAR HEIGHT Nob Rp pm TR 1 Gfy, > t: -i.7 SQ. FT. MIN. OPENING 4� ,� ; `'f- • - } 46" MAX. SILL HEIGHT .�' . Cly S -- . OPEN < REck/ !li i__ li i i or Fit - - - 1L1 -_-- ----_ -x 2 D�-iNp2pF' RTR ,, �, t 1 1'0 { - R Piz - tel¢ l7 (e --}�tom`` (t 24a 1 6 : }4�1�' • t• ——•--= ` I '4 I _ /. , 1 i,), ,,,, s :3 0 , 4 'g 11" .2$ZZ1 S tt i • ;, R ....,,.� t a itg !i ri -. 1 § 74; I ... I pli Er 11'1 •}'I L z .: 1 .�. kJ m ai niii•ri C 1k;i. 0150i 0 I, ? koz10 * s IC ro ,Rn '1}; A NY � rr-T 1_,!/i/ . m� ' ,tC 4SETjn 0 l' (V, sAZA 1.1 / ! o �' r`' 4. I f-- ii A q 1 ,I _� wf gbg I totCLOSET �' �' _ _ GLO AT _• riii �s 1 ,1 �, ,..-_.:�::_. ..: ..-.�.;• ..- -.i� o UIII , �S o. i . . !‘ ..ir 1 ir....,(6000 rK 1 t 7, j .ii, %---,' ' a---.1 !r., _.__.. L Att ,, _ _ _ _ i„ _ . r. t Al I.. EN ...• : cr /414.4?y,...,,p4 I \ r I " wi- I'r ''' i 03 I 1 I f . ,, . , N 2Ip 'Q 40;,„ „„2, a; , ., i . - ; ( C3 N I1 04 V f ' fn 1 > 11 : : .,., • ' ,a n� �^ I Said Z -� p� i O ' Us I - ! U) el";,./ �? " 17 z A %4NA lsnl A N r •<•••• "� ' !i V Pi� •1 40 i bb. So ' litiliti- „,;i1 , At wy, . . ... . i .., . •, .1 . .-., Jai. q. )4iti4 41, 11 '''',.r 0. . • I b I ,I x O SIV. . en i� 0 0 ___1 g. --. J A' • } GENERAL PROJECT NOTES 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE GOVERNING BUILDING CODE AND SUPPLEMENTS UNLESS HIGHER STANDARDHE IS REQUIRED BY LOCAL BUILDING OFFICIAL. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. = 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. 4. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE OSHA SAFETY REQUIREMENTS DURING CONSTRUCTION. 5. DURING AND AFTER CONSTRUCTION THE CONTRACTOR AND/OR OWNER SHALL KEEP LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN LOADS. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACE ON FRAMED FLOORS OR ROOF. DESK-ALF 6. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION MIDWEST FROM THE ENGINEER BEFORE CONTINUING WITH CONSTRUCTION. ENGINEERING 7. THE TYPICAL DETAILS SHALL BE USED WHEREVER APPLICABLE UNLESS OTHERWISE NOTED ON THE DRAWINGS. SPECIFIC NOTES AND LLC DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE 47130 FORT ROAD NICOLLET,MN 56074 BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE OF CONFLICT, TEL:507.350.9313 FOLLOW MOST STRINGENT REQUIREMENT AS DETERMINED BY STRUCTURAL ENGINEER WITHOUT COST TO OWNER. www.MIDWENc.COM 9. OBSERVATION VISITS TO THE JOB SITE BY ENSIGN ENGINEERING FIELD REPRESENTATIVES SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 10. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND JUSTIN CLINE PROCEDURES. 4160 FOREST LAKE DR 11. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR MOUND,MN ADDENDUM. 12. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE KITCHEN BEAMS TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ECT.) WITHOUT PRIOR WRITTEN APPROVAL OF STRUCTURAL ENGINEER THROUGH ARCHITECT. 13. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. FeVISIONS 14. ALL EXTERIOR FINISH MATERIALS, DRAINAGE, AND FLASHING DETAIL ARE NOT PART OF THE STRUCTURAL DRAWINGS. CONTRACT DOCUMENTS ADDRESS STRUCTURAL DESIGN ONLY. 15. LARGE-SCALE, MORE SPECIFIC DETAILS TAKE PRECEDENCE OVER SMALL-SCALE, LESS SPECIFIC DETAILS AND INFORMATION. MORE STRINGENT REQUIREMENTS FOR CODE, PRODUCTS AND INSTALLATION TAKE PRECEDENCE OVER LESS STRINGENT REQUIREMENTS. NOTIFY ENGINEER OF ANY DISCREPANCIES CONDITIONS REQUIRING INFORMATION OR CLARIFICATIONS BEFORE PROCEEDING WITH WORK. 16. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPES OF DETAILING REQUIRED THROUGHOUT THE WORK. PRC ,ECTNL,ML� DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAIL OR DESIGN INTENT CANNOT 17-0734 BE DETERMINED, NOTIFY THE ENGINEER BEFORE PROCEEDING WITH WORK. DRAW NG TITLE. 17. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OF CLARIFICATIONS BEFORE PROCEEDING WITH THE WORK. NOTES 18. ALL STRUCTURAL STEEL TO BE 50 KSI I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY 5C.ALL: DIRECT SUPERVISION AND THAT I AM VARIES A DULY LICENSED PROFESSIONAL 8.5x11 L ENGINEER UNDER THE LAWS OF THE RECEIVED STATE OF MINNESOTA. FLCTDATL /3A.,2,01.�1. &4A 12.14.2017 REV DEC 131017 �r1ELT NCS BRENT M.KROHN w 0 v` CITY OF ORONO DATE.12-11-2017 LICENSE NO:51793 WIDEN OPENING IN EXISTING WALL. MAXIMUM CLEAR SPAN TO . BE 9'-6". (2)-2x6 JACK STUDS +(1)-2x6 KING STUD EACH END. HE COLUMNS MUST BEAR DIRECTLY ON STEEL BEAM BELOW. r NEW W8x28 STEEL BEAM FLUSH MOUNTED. SEE SECTION 1/S2 FOR FLOOR JOIST ATTACHMENT. 2x6 FLOOR JOISTS @ 16" OC. ATTACH TO NEW 2x8 LEDGER ON HOUSE AND / 7' Ulf( NEW WOOD BEAM ACROSS GARAGE 5TFLICTURALLNGINF_F_K: FLOOR WITH 2x6 JOIST HANGERS. MIDWEST — — — — —- \ ENGINEERING ® - J LLC _ N _ x 47130 FORT ROAD - N N NICOLLET,MN 56074 Iz > TEL:507.380.9313 (n p J O - WWW.MIDWENG.COM +- 20-6 - - o > �' FI=LD VE1=Y _ _ N W8x28 STEEL BEAM JUSTIN CLINE NEW 2—PLY 9.25"I NEW WOOD BEAM TO BEAR ON STUB 4160 FOREST LAKE DR LVL BEAM1 COLUMN IN EXISTING WALL RESTING MOUND,MN ON EXISTING FROST FOUNDATION. KITCHEN BEAMS / 96 / 52 NEW 3-PLY 2x6 STUD COLUMN THIS END, REST ON EXISTING CONCRETE MAX FOUNDATION WALL. PROVIDE MECHANICAL CONNECTION TOP & BOTTOM. SE VI5IONS, NEW 3-PLY 2x6 STUD COLUMN THIS END. COLUMN MUST TRANSFER ALL GRAVITY LOADS DIRECT TO EXISTING CONCRETE FOUNDATION. PROVIDE MECHANICAL CONNECTION TOP & BOTTOM. VERIFY CONCRETE BELOW IS 6" THICK, MINIMUM. FROJFCT NLIMSLR PARTIAL FLOOR FRAMING PLAN @ NEW BASEMENT BEAM 17-0734 SHEET NOTES: SCALE: f"=1'-0" PKAWNCTTLF: 1 . DESIGN LOADS PARTIAL FLOOR *. 1 .1 . FLOOR DEAD LOAD = 18 PSF FRAMING PLAN @ 1 .2. FLOOR LIVE LOAD = 40 PSF I HEREBY CERTIFY THAT THIS PLAN, NEW OPENING 1 .3. TOTAL DEFLECTION LIMIT = L/240 SPECIFICATION,E REPORT WAS 1 .4. LIVE LOAD DEFLECTION LIMIT= L/360 DIRECT SUED E VETO UNDERAT DIRECT SUPERVISION AND THAT I AM VARIES A DULY LICENSED PROFESSIONAL 8.5x11 L 2. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, SHORING & INSTALLATION ENGINEER UNDER THE LAWS OF THE 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON—SITE STATE OF MINNESOTA. FLOTDATE- 4. CONTRACTOR/OWNER TO NOTIFY ENGINEER OF ANY DISCREPANCIES OR FIELD CONDITIONS WHICH VARYn 12.14.2017 REV FROM STRUCTURAL CONSTRUCTION DOCUMENTS. . /� LiHLCTNO 5. ALL FRAMING AND CONNECTIONS NOT SHOWN TO BE CONSTRUCTED IN ACCORDANCE WITH IBC 2012 AND BRENTM.KROHN COMMON CONSTRUCTION PRACTICE. S 1 6. ALL NEW LVL's TO BE 2.0E LAMINATED TOGETHER PER MANUFACTURERS RECOMMENDATIONS DATE:12-11-2017 LICENSE NO:51793 EXISTING FLOOR SHEATHING 1X WOOD BLOCKING. FASTEN FROM BOTTOM OF BEAM FLANGE WITH 1 .25" WOOD SCREWS. ` W8x28 STEEL BEAM. BLOCK SOLID WITH 2-2x8'S + 4" HE PLYWOOD SHIM ON EACH SIDE, STAGGER SPLICES 36" MINIMUM.. ATTACH WITH 2" THRU BOLT @ 16 OC. STKLICT(IKALENGINELK: MIDWEST ENGINEERING z ' . ' . ' ' ' ' LLC 47130 FORT ROAD iii ///// //1 NICOLLET,MN 56074 EXISTING 2x10 FLOOR JOIST At EXISTING 2x10 FLOOR JOIST TEL:507.380.9313 WWW.MIDWENG.COM JUSTIN CLINE D C ) '3 4160 FOREST LAKE DR MOUND,MN C' 11 KITCHEN BEAMS SST LUS28 HANGER, TYPICAL i /// i i h. RFVLSIC'N4 \ MO if:CT NUMBER 1 \KITCHEN BEAM SECTION 17-0734 • S2) SCALE: {ir=1 -0" DRAWN('TITLE-. KITCHEN BEAM SHEET NOTES: SECTION 1. DESIGN LOADS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS 1 .1 . FLOOR DEAD LOAD = 18 PSF PREPARED BY ME OR UNDER MY ',CALL. 1.2. FLOOR LIVE LOAD = 40 PSF DIRECT SUPERVISION AND THAT I AM VARIES A DULY LICENSED PROFESSIONAL 8.5x11 L 2. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, SHORING & INSTALLATION ENGINEER UNDER THE LAWS OF THE 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON—SITE STATE OF MINNESOTA. PLOTDATF: 4. CONTRACTOR/OWNER TO NOTIFY ENGINEER OF ANY DISCREPANCIES OR FIELD CONDITIONS WHICH VARY 12.14.2017 REV FROM STRUCTURAL CONSTRUCTION DOCUMENTS. T3/16247i . Cr rhELTNO 5. ALL FRAMING AND CONNECTIONS NOT SHOWN TO BE CONSTRUCTED IN ACCORDANCE WITH IBC 2012 AND BRENTM.KROHN COMMON CONSTRUCTION PRACTICE. S2 6. ALL NEW LVL's TO BE 2.0E LAMINATED TOGETHER PER MANUFACTURERS RECOMMENDATIONS DATE:12-11-2017 LICENSE NO:51793 / I DATE TIME CITY OF ORONO CALLED IN INSPECTIONlTIICE SCHEDULED I/ 1 �j PERMIT NO. ` ' I-7-0517 COMPLETED ADDRESS q i ( yThJ4, I . OWNER OtAljAn TELEPHONE NO. (0I Z2Co5 2,8 CONTRACTOR (7 — • E DESCRIPTION I 1�1 ��7 — no) Pre- L11'Y� tL 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING rr 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL vullb ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: -2ah1 / ro OVYn LLi ,aG✓td r% pVOq✓.&Si Gvlfc .Y'e j ✓ GUt,��"i�cV r� 4�7D�+��G Ct CC Q W W 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC —B CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT o CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: „..Cr White Copyllnspector's File Canary Copy/Site Notice 60_ t� ATE/, TIME 7 CITY OF ORONO CALLED IN /� �/� INSPECTION TILE SCHEDULED /D. 9v PERMIT NO.r/ ` / ii 7-n•-)1� 7 CO LETED ADDRESS ` V 9 V� (i(•� ii/rt Ue-- OWNER e/& fr1L-) Ut 4.TELEPHONE NO.421 A-9 6 67ei CONTRACTOR DESCRIPTION atI ?4,14,0�4L7 ✓U W d,,,e ,_ ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q pikeAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT '4I 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP Lii_ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWN ERICONTRACTOR TO MEET YOU:_YES_NO cc.) COMMENTS: ccat.G (4'ic------0 Lu cc o 1L?/// ZGfrtc A0.-S � / ecio-i- 4.44--Js D'oe - Isk.t? /2 at I kir44^A fig-s 61(1)5''ckst A90 1)a � � r�.- - 4� i-� ;. $7-009G --14- �L�l I�"t. S/Ste /Q( z w CC 0 W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE it �❑I RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C 1'CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (.) �/ FORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the - t inspection 2 in advance. (952) 249-4600 Owner/Contrac .r o• site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DAT TIME CITY OF ORONO CALLED IN a—I INSPECTION D/�s�e , HEDULED -/ ` // ,0 PERMIT NO. NT LJ/ /COMPLETED • '�I ADDRESS / _//L.jL d OWNE.11 � TELEP j NG. '/ C J��5/8k CONTRACTOR DESCRIPTION )'Z d�-- W ❑ FOOTING 0 DEMO-FINAL ✓ 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O• ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL El TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT JQ 0 FINAL 0 WATER HOOK-UP ❑ FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWN ERICONTRACTOR TO MEET YOU:_YES_NO co COMMENTS: ccj o Su/G1--/o-r1 CC (94- To r/ s W CC W CC CI WCC '9kWORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0LiCORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice