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Permits - Permit# SP-2018-00425 - 17-26 - 4201 Sunset Drive - 12/27/2017City of Spring Park Permit CITY of AAII'► 1%1S0IA To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2018-00425 Issue Date: 12/27/2017 Zoning Type: COMMERCIAL Use Type: 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ♦ MON-FRI: 8AM-4:30PM ♦ NO HOLIDAYS Site Address: 4201 SUNSET DRIVE N103, SP, MN 55384 Description: 17-26 Permit Granted To: Permit Type: BLDG -Sign Homeowner's Name: THE MIST APARTMENTS LLC Phone Number: Permit Exp: Valuation: $11,500.00 Parcel #: 1811723440116 Fees (4) 0 Special Investigation Fee 2/13/2018 242.90 Paid $242.90 0 State Surcharge 2/13/2018 1.00 Paid $5.75 0 —Permit Fee 2/13/2018 1.00 Paid $242.90 0 Plan Review Fee 2/13/2018 242.90 Paid $157.89 Total: $649.44 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! Scott Qualle, Building Official City of Spring Park +4349 Warren Avenue ♦ 55384 Copyright ©2017 INSPECTION RECORD Citv of Spring Park Permit Number: SP-20_18-00425 SITE ADDRESS: 4201 SUNSET DRIVE N103, SP, MN 55384 PERMIT TYPE: BLDG - Sign 17-2 ZONE/USE TYPE: COMMERCIAL APPLICANT: No Applicant Entered OWNER: THE MIST APARTMENTS LLC Issue Date:12/27/2017 Description: No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit", and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity. IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Permit Card Inspection Inspector's Response Approval Date Comments or Corrections Required �iz*19141210M. Attachment Final Required Close File 02/08/2018 MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Spring Park office. CITY OF SPRING PARK PAGE ,I BUILDING PERMIT 4349 Warren Avenue - Spring Park, MN 55384 Handout Given Routed to MNSPECT Phone:952-471-9051 Fax:952-471-9160 El Lead Handout Given / Sp_ao18-- 4q_ 2, S �� �! SITE ADDRESS: L!; til it L/ PID: 1) Was the home con tructed before 1978? (YES ❑, continue with line 2, NOxcontinue without completing EPA Section) 2) Will the work disturb z6 sq ft of interior painted surfaces or 2!20 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NXine 3) 3) Are there any windows being replaced? (YES c, go to line 4, NOxonbnue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES c, you MUST Attach Certification Information, NO c complete line 5) 6) EPA Contractor Certification Number: NAT - (applies to contractor only) PROPERTY OWNER: � i/ ess: 9 %S eAt City:Z State:�Wl4' Zip: (� 3 Email: Contact Name: Phone: • CONTRACTOR: AI / 4dress: 0 (2J'C A) /I city: ie : ZZ__- Phone: 7& 3,LJ-_W,!L7 Contractor License No: Contact Nama:R/L../U/ — Phone: Email: i 'h1a v/ : ARCHITECT: ddress: City: State: Zip: Phone: Fax: • Email: Contact Name: Phone: TY E OF WORK: ❑ New Construction ❑ Deck ❑ Re -Roof ommercial ❑ Residential c Change of Use Cl Pool ❑ Re -Side Ef T. VALUATION OF WORK = Finish Basement ❑ Retaining Wall ❑ Fence $ I I SD 1) 1 Y1 ✓V1 -_ Remodel ❑ Porch c Shed Square feet: _ Addition ❑ Demolition o Window/Door Replacement - Garage-Attached/Detach ❑ Plumbing -provide detail on Page 2 # being replaced Detailed Description of Work: = Accessory Structure ❑ Mechanical -provide detail on Page 2 a Misc Other U . l3r /N 6 0J l C ,e_- 7V / �,5/1 CC Signature of this application by tre legal property owner or a licensed contractor, as the owner's representative. is r uired and authorizes the Zoning Administrator or designee and the Building officia designee to enter upon the property to perform needed inspections. Entry may be without prior notice. I hereby aclmowledge that I have read this application and state that all information is true and act to the best of my knowledge. I further agree that all work performed will to in accordance with approve plans; speaficaticns and conditions and to abide by all ordinances of the Munidpality and the laws of the State of Minnesota regarding actions taken pursuant to this permit. I agree to pay all plan review fees even If I choose not to proceed with the work Permit expires when work u snot commenced within 180 days from date of permit, or if work is suspended. abandoned, or not inspected for 180 days_ Work beyond the scope of this permit. or work without a permit cr inspection, • nit be suoject to a penalty. Noise Ordinance In Effe : M NDAY - FRIDAY Be 7 a.m. and after 10 p.m. Weekends/Holidays before 7 a.m. and after 8 p.m. SIGNATURE OF APPLICANT: DATE: z-r_ PRINTED NAME: /'_/' S his is the signature of: ❑ Owner o , Owner's Representative OCCUP. TYPE: CONST. TYPE: CODE: BLDG SPRW ED Yes / No VALUATION: $ c. Permit Fee: $ 1 b WAC Charge: $ Plan Review Fee: $ IS 7 `l Sewer & Water Hook -Up: $ State Surcharge: $ Sewer & Water Disconnect: $ Site Inspection. Fee: $ Water Meter: $ S.E.C. Fee: $ _ Muni SE/WA Fee: $ Investigation al Fee ! Other Fee: $ SAC Escrow: $2.485 Copy Charge ($.25 per 8.5 x11 page) $ Other; $ 20 License Check ($5) / Lead Check ($5) $ TOTAL DUE: $ W SUB -TOTAL $ V) - c. Commercial plans will be submitted to the Met Council Environmental Svcs Plumbing Fee (from Page 2) $ for SAC determination. Escrow payment will be required when permit is Issued. if v Mechanical Fee from Page 2 $ after Met Council review no SAC is determined, escrow will be refunded in full. u. Special Conditions/Required Setbacks: tL O Building Approval By: _ v a `� ��1 DATE: Printed Building Approval By: O License Verification ❑ Lead Verification - Checked By: City Approval By: DATE: Paid: Date: Receipt No. By: ty Imo! This Plan Must Be Maintained And Accessible On The Construction Site. Read All Attached Materials! EVERY PERSON PERFORMING WORK FOR WHICH THE CODE IS APPLICABLE, MUST COMPLY WITH THECODE Post Address on Construction Site, Visible from the Road IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALL GOPHER STATE ONE CALL PRIOR TO EXCAVATION SUBJECT TO CODE COMPLIANCE DURING CONSTRUCTION REVIEWED FOR CODE COMPLIANCE BY CN\ DATE 23I11 Sign Installation PENETRATIONS THROUGH THE WATER RESISTIVE BARRIER SHALL BE SEALED FLASHING AND CAULKING REQUIRED AT ALL EXTERIOR OPENINGS AND PENETRATIONS SIGNS SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND WIND AND OTHER LATERAL LOADS AS REQUIRED IN MN RULE 1305 CHAPTER 16 STRUCTURAL MEMBERS SHALL BE PROTECTED TO PREVENT DETERIORATION SEPARATE PERMITS REQUIRED FOR: ❑ ELECTRICAL ❑ MECHANICAL ❑ PLUMBING ❑ FIRE ALARM SYSTEM (NFPA 70) ❑ FIRE ALARM SYSTEM (NFPA 72) ❑ FIRE SUPRESSION SYSTEM ❑ KITCHEN HOOD ❑ KITCHEN HOOD FIRE SUPRESSION Ll FOR ALL INSPECTIONS: ►CALL 24 HOURS IN ADVANCE ►GIVE PERMIT NUMBER (952) 442-7520 THE i _1 T-0" 1 T-0" MIST LEASING OFFICE BACKER CUT OF 1/8-3/6"ALUMINUM GRIND PATTERN LIKE FRONT WALL SIGN -TO INCLUDETHE LETTERS -MIST LETTERS EDGE LIT ONLY - MOUNTED OFF ALUMINUM BACKER -ALUMINUM BACKER MODIFIED TO ATTACH BEHIND STEEL CANOPY FACE - THE LETTERS MOUNTED TO CLEAR PLEX WHICH IS MOUNTED BEHIND ALUMINUM SWIRLS LEASING CENTER - SLIM CABINET MOUNTED ON FACE OF STEEL CANOPY ILLUMINATED LETTERS, BACKGROUND OPAQUE ELECTRICALTO RUN ON TOP OF CANOPY, BACKTO BUILDING scale 3/8"=1' a I*ft * OWIWWp� end � :"Q1eBa0etl M me araw:q ma ow.o aw p W a y D.�p.. L'-c, ab rwre veetao br uee «1 as meeam sPeoesa po,ea.rms a e�,a, mss, dm .«,ona.s��s s.a cuti,s, tia «eaw«mama W w H osx.,, nsn « �,p fm r a n+ate ..rssoa e...nrn�' ue wnnen 777 De . LLG.-1y ens bey tb1«el SnarveaM cmbOonsm Ur l�n arq UYs dficeee,®rw• srov seas �e m s,.anircae ro uu ar e w eonwa oao« na�n.«n, aa�on. '., ---------------11'-0•-------------- .......................................................... �........... '....---��� < JIF=1' (E) HSS 2" X 8"J I (E) RT 2" X 1" STL. RECT. HSS, TYP. / ALUM. RECT. TUBE, TYP. (E) 4" X 12" ST'L. BEAM TYP. Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Minnesota. Print Name 2T I C JACOB Signature n 'j Date: U- 6� 1 License # 52571 ELEVATION N.T.S. NOTES: GENERAL: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. CABINETS SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS S�.ISL w// eN ofy OR w( 1118, TYP. 4- TYP. STEEL: DESIGN AND FABRICATION ACCO PLATE, ANGLE, CHANNEL TE ROUND PIPE: ASTM A53 GR HSS ROUND, SQUARE, AND OR EQUIVALENT ALL ANCHORS BOLTS SHOU ALL MACHINED BOLTS SHOT BEARING TYPE CONNECTIO 60 DEFORMED BARS ALUMINUM: DESIGN AND FABRICATION ACCO PLATES, ANGLES, CHANNEL ALLOY 6061 -T6 WITH 0.098 VT20 www.Ainc.com SHEETTITLE:P.O. BOX 802050SANTA CLARITA, CA. 91380 �'�ANNE-37A LMTF�l r M` RS EL. (661)259-0700 FAX. (661)259-0900 Sign Design Based on 2015 MBC Job# )JTS 89717 Project jTha Mst-Channel Letter ) l t ; _ ..... Job Location 4201 Sunset Drive i Spring Park, MN i = I 3 _ - „_ __f_ . __.•.{ _s_-_. INPtn' DATA- E-Vasure category (8,CorDf_ I 1 _ RiskCatego _i.._---- �115 - - \NNEL 2S Basic wind speed (3 sea gustwind)! I = mph Topographic factor i-�-- iCny - i 1 Flat (_ - Height ofthe sign i i ht 12 ft Vertical dimension (for wall, s = h) J C a = i.1.303 It ; f •- _ '.T ---._i Horizontal dimensiorx -(---}-•-�•-B = ;15.42 n Dimension of retum comer i 4'= 0.17 �It ANALYSIS-t------1...._•_! .... ..... Velocity pressure i •-- •---------TrI q=0.00266V,1Ke NV3 � : = 24A6tpst f— - _ - ---i-- where —�- ------------ ' qA=velocitypressure atheight h.(Eq.29.31,page 249) i^-- KA=velocttypressuree)tposurecoeRicient evaluated at height above ground level, h (rab.29.3-1, pg 251) Kd=winddirectionalityfaGo-r.�Crab. 26.6-1. page194) i 0.85 Wind Force Case A: resuRaM force though the geometric center (Sea 29A.1 & Flg. 29.4-1) Maxhorimntalwind pressure =jp=q GCr=_-! = 38.66 psf where'G=gusteffect factor. (Sec.26.9,page 198). 1 1 C r- = net force coefficient (Fig. 29.4-1, page 252 ) I i A,= Be =the gross area I = J 20.1 { J e --i Estimated signweight - .�-{-1_20.SLbs �~ - -'� _ �•-_- _... _J-_. .i - .... ! S-MD 114-14 HILTI SELF -DRILLING �-SCREW, TYP. Allowable Stress Design Wind Factor= 0.6 1 DWind Pressure 5/B" DIA., 18 TPI L esi n � - _ �Design_Windforce, F {�L— STAINLESS ST'L. DILL 8, TAP, TYP. = ! iMomentArm= ; 1.69 I8 Design Moment F xmoment arm = 0.787 I ip-E -..- (E) RT 2" X 1" --ALUM. RECT. TUBE, TYP. !Anchor -' Des ql nHilt( Self,Drilling Screw ; -'-'�- i — — — — — — _ - - - - - - jPull-out Req'd. USE iICC ESR#2196 P = 472 S-MD 114-14 P=191 jon GA 16 sfl, studs i 1 � 1..._.-.r.._._-i......._.._.�._ — i I-_ a ALUM. RECT. TUBE, TYP. Bolt Design— j =Stainless Sill. Drill & Tap Bolt �- Tension Req'd. ;USE ;T304 P = 1472 5/8" Dia.,18 TPI P=2,568 _•. �.— A307 Check anchor for Sending:—� - jGravity load at end per anchor- "24.111Lbs i ..I J - Moment arm = i I I 20.28in. Moment at conc. face = 489 Lb -1 = • 0.48gjIQ - In 1 -------- ---..-_. _APP.rox;diameter ofanchor body at threaded Part_,_d ,�--- • 0.536 _ Section modulus, S = 0.098175 dA3 = 0.01512 Plastic section modulus, Z = d"3 / 6 = 0.02567 in. [_ in' in r J DTION N.T.S. 36 �- - 1.6MY= 1.6 Fy S= —0.871 __.M. ._..__ -,_ .i _ T _ __-�� MnFy Z= - o.92'Ki Therefore Mn = Ksi roP-in -in �._.._ ..._____l __ -j t use 0.871 Kip - in (_ _ _ nn/n _ g.521 Kip - in > 0A89`;10 in Ok) ------ WELDING: CONCRETE: TO 2015 MBC i WIDE FLANGE: ASTM A36 STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14 COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2500 PSI DR EQUIVALENT. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM. NGULAR TUBE: ASTM A500 GRADE B WELDING PER AISC 341-10 E70XX ELECTRODE FOR SMAW PROCESS. CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FOR ASTM F1554 E70S XX ELECTRODE FOR GMAW PROCESS. PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED ASTM A307 ER7 XX ELECTRODE FOR GTAW PROCESS. EARTH. FORCING REBAR: ASTM A615 GRADE E70TXX ELECTRODE FOR FCAW PROCESS. MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE EMBEDDED STEEL. WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS A5 TO 2015 ALUM. DESIGN MANUAL CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. AND SQUARE TUBING: ALUMINUM ALUMINUM R CUBIC INCH. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. Y: J.E.M. DATE LAST REVISED: Jim 05, 2017 PROJECT JOB #: JTS_ 89717 The Mist Channel Letter Sunset Drive Spring Park MN.dwg Y. T.J. PROJ. START DATE May 31, 2017 PROJECT LOCATION: THE MIST 4201 SUNSET DRIVE SHEET # 1 OF 1 Y. T.J. SCALE: AS SHOWN SPRING PARK, MN Office Use Only FrL� Plan Review Comment Sheet -� #C16-197 Municipality: Spring Park Permit #J71-6 NAT #: n/a Applicant: The Mist Apts/Ima inality Design Address: 4201 Sunset Dr Project: sin Valuation: $5000.00 SEC: no Is septic an issue? no Owner permission needed? no Date Issued: Z1 1"? Inspector Issued: Number of Days: Date & Comments 10/6/16 Received application and copy of zoning application - emailed Myrna for additional info (included sign handout) and contacted City for approval/permit # tm �fl•L5•dly �k�" Cv • mo w; eV40a 15v I" e*� tJ667A X T7MCH/aEN7- 16r,4.14S Avg! E,vaFi .tJi�J O � Ca4�Yx� `M 16K <— a-t °II 0vtc ,s1,0. #4 Yeyla- -k CcG( G -- C C.v vw p �I oar, s ►��`�j — Jtiu� o_ n� CM Municipality plans at MNSPECT Not-b INSPECTION RECORD PERMIT NUMBER DATE MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY 8:00 A.M. to 4:30 P.M. Monday thru Friday 9 5 2- 4 4 2- 7 5 2 0 Site H 2,LI �t,trt�k iJr1V� Address: Description:R Permission is hereby granted to: Owner: Tw I L-,L( Contractor: ' Y`15 to install or construct the improvements applied for. This ermit is granted upon the condition that the person to whom it is granted, and his agents, employees and workmen, shall conform in all respects to the Ordinances of the Municipality of and to the Statues of the State ota in uch cases of Minnesmade and provided; this permit may be revoked at any time upon violation of any of the provisions of said Ordinances, Statues, or for any misrepresentation in the application. This card and reviewed construction plans must be posted at the worksite and maintained until all inspections have been approved. NO INSPECTION will be performed if card and plans are not available to inspector. REINSPECTION FEE WILL BE CHARGED. NO DEVIATIONS FROM THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR CONSENT FROM THE BUILDING INSPECTIONS DEPARTMENT. Do not occupy until all final inspections have been completed. Permit expires when building and work is not commenced within 180 days or if building and work is suspended, abandoned or not inspected for 180 days. Occupancy: Vi Construction: V -9-- REQUIRED INSPECTIONS Note: Permit holder is responsible to call for these inspections. Required Inspections Date Inspector Plumbing Final Mechanical Final Electrical Final Acce sibility Final AL