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HomeMy WebLinkAboutBuilding Permit 10.400 0 J �r W z - F- h LL QZUUW 0 IQ W 0 Z WWJ C7W W 0 < %0 o r, � w0it 0 z 0000❑❑ 1 > 4 0 m O N LL 0 1 21 (r z »z al Z o ° w F re p p1iJ ` o V V V Z W z Z LL ! t W y N _ U O. � 2 W m 2 , a 0 2 • i a 23toa2 FW W W W 00 re a a LL 11 ' 0< 0 u O 0 z fit] Z ' Z U •. p N - a a . s . oi O Z O a F- 11 < AS S W oC a y Z Zo JZ w Y WW o ''l o re IL W re W EEMM <W g 2 2 c < C Q t3 U val 0 E 0 u. w�= u. ai 0 Q v V a U U? 0 d 0 ❑ 0 0 ❑❑ 0 -•e-a--a . N V Q n p i'r i 1 0 4 - 2 i ;/- V t i & Z f /... I, ....i 1 1 ` i .1 3 i i i ., • I MR 1 3 ' v t 4 vt tk ' I. f . I I . o- n 9 ■ i . A .. A f { - ■ ,. t . 1.. ,. ,r x. I 7. 1 ■ ■ 1 - - i r 1 I I l l I I ' I 1 I i 1 1 1 I �� PR - CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE ti, AND UTILITY CONNECTION PERMIT pz-_, °. dr r . � e ' C �, 1. White File PERMIT NO . ^ 3 . Pe City l ° • q ©O 3. Yellow Applicant _ (Please type or print and sign at bottom) ADDRESS ZONING (office use) ( 69 D0 NityCc 4v. - LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) Ki \r e ) ' Oc ; c l e Li V 9 e -60. =d in c=-r' y C_ A.; v., 1 !, (Phone) (Address) I j G 0 0 0; r^ rNV 10 . 5 ti Pr"; r) 6 (--4 ) trvi hp BUILDER (Company Name) _ i „,,-,,.. .r - - .• (Phone) 95: — �� 9 / n "7 (Contact Name) j Ta 0 c .(44 JP ) Icii (Phone) .',-r, t� J (Address) - 7i, k, 0 t2;.,u� ,c'a �t', y l_11n,/, Lr, Ae )A ) J53►"7 TYPE OF WORK New Construction ❑Deck ❑Porch ❑Re- Roofing ❑Re- Siding ['Lower Level Finish ❑ Fireplace ['Addition ['Alteration ['Utility Connection CODE: ❑I.R.C. ❑LB.C. ❑ Misc: Type of Construction: I II III 1V V AB Occupancy Group: A B E F H I M R S U PROJECT COST /VALUE $ ?; 0 (7 F,?) I Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. F • .ermore, I her bb -e that the city official or a designee may enter upon the property to perform needed inspections. x .mot/„ f' 4/ 4 ' c,r�6 /t../ m/4, //U Signature Contractor's License No. Date Permit Valuation 1 Dr 6 oo Park Support Fee # $ Permit Fee $ / /t c0 SAC # $ Plan Check Fee $ / z .40 Water Meter Size 5/8 "; 1 "; $ State Surcharge $ S . , Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ 32 0.1b This App 'c. do ecomes Your Building Permit Wh Ap roved Paid " Z ‘9....‘e Recei t No. C, d 3 Cc, J / �� Date s12.1 110 By Or j G a I S 2/ / o Building Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 . Date: 5/14/10 City, State: Prior Lake, MN SHEET: 1 OF 4 Client: Sign Source Overall Height 13' -11" Sean M. McFarland, PE Sign: River Valley Vet. Wind Speed 90 mph McFarland Engineering Sign Description 15900 Jordan Ave. SE Table of Contents # Columns: 2 Content: Page ME Job: 10 -18471 Design Loads 1 / Support Design 1 -2 Height: 7' -11" `� f Foundation Design / General Notes 3 Width: 10' -0" ✓ Design Drawing 4 Structural Variables and Code Loading Specification Cabinet Type: Miscellaneous v Code: 2006 IBC ✓ v Structural Section: Tube Steel - 46000psi • Wind Speed: 90 40"-- V Number of Zones: 3 v Wind Exposure: c J • Wind Loads Per ASCE 7 -05 Sign Sections: MAY 1 Rl 2010 Cabinet Wt. Weight Transition Zone Per Sq. Ft. (Y or N) I hereby certify that this plan, specification, or report was prepared by-me or under my 1 20 • 19.0 # /FT direct supervision and that I am a duly 2 35 • 19.0 # /FT Licensed Professional Engineer under the laws of the Sta . ' espta. 3 0 v 19.0 # /FT y Sean e �� 4 0 v Signature. 5 0 v Date: ense # 45119 6 0 ■ i. . 02010 7 o . State Licel- Minnesota -45119 8 0 v Geometry: Top * Approx. Width Approx. Zone Elevation Height Width Pressure Force Weight 1 13.92 FT 5.50 FT 10.00 FT * 33.61 PSF 1.85 K 1,309 # 2 8.42 FT 2.42 FT 10.00 FT * 32.08 PSF 0.78 K 938 # 3 6.00 FT 6.00 FT 1.00 FT 18.33 PSF 0.11 K 228 # 4 5 6 7 8 8 CJTY 'OF PROR LAKE Wind Force = ••m•, 2.73 K 2,475 # BUILDING 7/ li / :. - , T PLANS REVIEW 1111114K.TOR it. _ 0 � T N O t° . loo C AC . ' T'ED . - SUBMITTED 0 ACCEPTED WITH CORRECTIONS AS NOTED ❑ NOT ACCEPTED - CORRECT & RESUBMIT ThMe comments NSkr Information. All work shall be done MCI compliance wIlli al apple building & zoning code re- items not specifically noted In this review KEEP THIS PLAN SET ON SITE AT ALL TIMES. Sean M.. McFarland, PE. • Phone (281) 813 =7439 5555 Fellowship Lane • Spring, TX 77379 YiUi;: il.31 o ' 43111 g3z)P r kid Date: • 5/14/10 City, State: Prior Lake, MN SHEET: 2 OF 4 Client Sign Source Overall Height: 13-11" Sean M. McFarland, PE Sign: River Valley Vet. Wind Speed 90 mph McFarland Engineering Moments at Transitions: Lateral 3 Zone Force Mom. Arm 1 1.85K 11.17 FT 2 0/8 K 7.21 FT 3 0.11K 3.00FT 4 5 6 7 8 27 K -FT Section Properties: 5.25 INA3 Structural Sections to be used: Tube Zone Option Dim. Wall t. Weight Sxx d/t Sxx Req'd 3 Tube 6.00 IN 0.250 IN 19 # /FT 9.49 IN^3 24.00 5.25 INA3 Structure Required # Wall Req'd Size Thickness 2 6.00 IN 0.250 IN Date: ` 5/14/10 City, State: Prior Lake, MN SHEET: 3 OF 4 Client: Sign Source Overall Height: 13' -11" Sean M. McFarland, PE Sign: River Valley Vet. Wind Speed 90 mph McFarland Engineering Pier Footings Pier Footing Design: Select the footing and soil type: d = A / 2 * (1 + (1 + (4.36 * h) / A) ^1/2)) Footing: Round where A = (2.34 * P) / (S1 * b) Vert. Soil Bearing (psf): 1500 Lat. Soil Bearing (psf): 150 Mmax = 13,281 #-FT Pmax (Lateral) = 1,367 # LSBP = 150 PCF S1 = 600 PCF X d b = 2.500 FT For use with Round Footing A = 2.13 FT ^2 h = 9.716 FT d = 5.936 FT USE: 2.50 FT. RND. X 6.50 FT DEEP FOOTINGS Soil Bearing Check: DLmax = 2,475 LBS Area of Footing = 4.91 FTA2 Actural SBP = 504 PSF Allowable SBP = 1,650 PSF (Includes code allowed 20% increase for every foot of footing below 12" into natural grade.) 504 PSF < 1,650 PSF THEREFORE OK General Notes 1 Contractor shall verify all dimensions and conditions on job site 2 Structural steel pipe shall conform to ASTM A53 grade B type E or S, Fy =35 ksi min. 3 Structural steel tube shall conform to ASTM A500 grade B, Fy =46 ksi min. 4 Structural steel shapes and plates shall conform to ASTM A36. 5 Welding shall conform to AISC specs or local codes and performed by certified welder using arc process E7OXX electrodes. 6 Isolate Aluminum from Steel 7 All bolt holes to be drilled or punched. 8 3000 psi (min) 28 -day Concrete Compressive Strength 9 All electrical work to conform to the requirements of UL48 and section 600 of NEC. 10 UL and Data labels required 11 Sign to be a minimum of 6 -ft horizontal & 12 -ft vertical from high voltage wires. 12 If there is no stub pipe to be used in the top cabinet, the supporting member immediately below the stub pipe shown can be extended to the top of the uppermost cabinet. 13 All Pipe sizes shown are minimum sizes. Pipe with a larger diameter and /or greater Sxx may be substituted 14 All structural lengths required are approximations only. Actual length may vary slightly depending on sign cabinet conditions. PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS ts' V !op ,A-N "41/4 TYPE OF WORK S ► c, N USE OF BUILDING I (c. New PERMIT NO. to • 4c DATE ISSUED s /zi ,o BUILDER S►vNI pvRcd 1 ►• PHONE # 95Z.•9o8•°1107 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT 1S BY SEPARATE DOCUMENT INSPECTOR DATE I FOOTING 1 1 PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED I FRAMING 1 1 FINAL 0, ice , •_ _ r.L.. / 5 /7 FOR ALL INSPECTIONS (952) 447 -9850 Drawing Da Internally Lit D/ F P Sign 45. 00in Customer: River Valllle y Veterinary 24. 00in — Order #: 24425 00 Project Mgr: Bob Ackerwold 120. 00 in --- - ro 40. 00 in � River Valle Materials & Substrates : River Valley ..�j Designer: Tom Schommer y -- - - VETERINARY File Loc : A-Z * Tom'sMac Service 1/4" Thick FCO Aluminum Plate File Name : 24425 River Valley Veterinary.ai W/ Digital Print on Face = 22" Deep Aluminum Cabinet Sign w/ i ; i � + , ! 66. 00in service Internal Fluorescent Lighting , - Painted Blue. Reverse Side of5ign w/ Flipped Graphics & Cat Access Panels on Bosh Ends. Sign Type l : D/F Pylon Sign w/ Message (enter Q ® Digitally Printed Flex Face w/ 1 . 5" 95. 00 in #2125 Flat Retro Frame (over Painted Blue Sign Type 2 : - Size 1 : 119" x 114. 5" Qty. 2) 113" x 29" K 8 " Deep Daktronics any �/ Galaxy 3500 Full Color Center Size 2 : 20' Above Grade ' AF-3500 -16X80-34 -V2 ( Double Sided ) Font 1 : Cheltenham BT r I' is • 68 billion colors 29. 00 in • 90 degrees b 40 d : reel viewing angle 167. 00 in ' g y g g g � • Available in large variety of sizes Font 2 : (Above Grade) — + ;�1 : ! _4 11 . r „ • High contrast for rider colors • Filtered ventilation for component longevity Color (Yl PMS 3000 Blue - 3. � m I • Easy-to -use control software 113. 00in ! Fabricated Aluminum End Caps Qty. 10) �ertica164. 00 in. Fluorescent Bulbs Color to Cover Ends of Message (enter 6 " From Sides and 12 " Apart on Center 45. 00 in AVZ 6" x 6" x 257" IN 3%8" Wall Steel Posts Color (Apart onCenter)A w/ 167" Above Grade w/ 90 " Set Below Ground in Concrete Footer. Color QD Concrete Footer - - (. 72 . 00 in APPROVED Color QE h Jew 2.0 Revision Notes Electrical By Others PLANNING DEPT Rev. 2: Revised Specs. Signer �� Date S zi /U Rev. 3 : - Rev. 4: Rev. 5 : Rev. 6 : OR ON N ON so S I G N MAINE RCE NO III: IN IN 1660 Quattro Drive Phone: 952.908.9111 T o r i i Chanhassen, MN 55311 Fax: 952.908.9153 www,sign -sour(e.com TomS@Sign-Source.com I I 1 I 1 1 1 I I I I APPROVED " ' I ' ' L I REVISE & //�` = / S(ALEORAWING00NOTPHOTO(OPY! 11 I 111 ' I I I l < - - - - - 1 . 00 in . - - - - - > I I I I I I I I I I III II I I I I I I III I I I ASIS 9 9 R11TIA 1 11 fivil ' RESUBMIT: 1 : 24 SCALE formailed forll" zl7" Paper , , , i _ = McFarland Pole Sleeve Frbricated from Qt. 4) 2" x 2" x 3116 ' �---� - _ Angle Brackets Welded to Frame. 2" x 2" x 3/16" Aluminum Angle Bracket 5555 FeIlcwwship Lane e _ Perimeter Frame. Spring, TX 77379 2" x 2" x 3/16" Aluminum Angle Horizontal Cross Supports Welded to Frame. STRUCTURAL SIGN DESIGN a n \ ! SignComp 2104FIat Bleed Retro Frame Top Pl C.l 1 1 !/ I �w On Both Sides of Cabinet Welded to Angle Bracket. ENC3INEERING SERVICES Materials & Substrates : Ph: (281) 813-7439 Fay: (832 ) 717-5302 I a 1/4" Thick FCO Aluminum Plate Email. seanCg(Iy(litrUCtLICt'S.CURI i i 1!4" Thick FCO Aluminum Plate w/ Digital Print on Face Screwed to Angle Frame w/ Digital Print on Face Screwed to Angle Frame Web: ��wwsignscnlctums,com T: i - 26" Deep .080" Aluminum Cabinet Sign w/ � Pole Sleeve Frbricated from Qt. 4) 2" x 2" Internal Fluorescent Lighting. IFPainted Blue. `( Angle Brackets Welded to Frame. i Access Panels on Both Ends. "-� — ' ___ 2" x 2" Aluminum Angle Bracket 1 Pole Sleeve Frbricated from Qt. 4 ) 2" x 2" x 3/16 ' - Perimeter Frame. Job: a Angle Brackets Welded to Frame. 2 ' x 2" Aluminum Angle Horizontal RIVER VALLEY VET, 2" x 2" x 3/16` Aluminum Angle Bracket ---�� Cross Supports Welded to Frame. Wz Perimeter Frame. _ SignComp 2104Fiat Bleed Retro Frame 2" x 2" x 3/16" Aluminum Angle Horizontal f f On Both Dides of Cabinet Welded to Angle Bracket, ' Cross Supports Welded to Frame. # j / Customer: SIGN SOURCE Qty. 10) Vertical 64.00 in. Fluorescent Bulbs 6" From Sides and 12" Apart on Center Job #: 10.18471 Qty. 2) 113Cily/State: PRIOR LAKE, MN " x 29" x 8" Deep Daktronics ffI jS e? 3 ?r # • '1i 3s stja" Gs� r r= ri. : Galaxy 3500 Full Color Center , Address 15900JORDANAVE, SE AF-3500-16X80-34-V2 (Double Sided) Message Centers are Attached to Poles ;111"? ? 2:# r # r :at ii??3 #u . 3 :u:? t??? ::k • 68 billion colors - *it 44... . ` J< :.. — Ow/ 2" x 2" Aluminum Angle Bracket i -•# :::? # =: ttr ( : . tt {r''???"„^;i i f I# ?:?i ••••• •�( ?' • 90 degrees by 40 degrees viewing angle 9 $ x1•= ”' :: : a care ful ;attenfion io all text i is?iii ; E' 1 • Available in large variety of sizes P - y t # i {: ' 3 i : ::i i ? j1». s:?.n • High contrast for richer colors boxes with light greYr shaded L—L ? ?UiI n OWN .-',sY 4 z t' '' r :VVIV` i : # ;( .i x,t Filtered ventilation for component longevity ' .. `�'�"' '�` µ • Easy-to-use control software be ntain im orfanf engineering 113 . 00 I t E : ( Fabricated Aluminum End Cas P g g p FOOTING MAY BE UP TO 6 " information . 48 €10 in to Cover and Enclose Ends of Message Center (Apart on Center) 6" x 6' x .25" Wall Steel Posts FINAL GRADE t BELOW GRADE . Revisions w/ 167" Above Grade w/ 72' Set Below = fill — i Ground in Concrete Footer. = IIII ` = 1111 . 11 — III 30" Dia. x 78 Deep Circular Direct Bury = fill t II IiI l - ✓72 . 00 in ' UNDISTURBED Power Sweep Into Sign (by Others) 3 SOIL to Run 18" Below Grade. / t NumberMinnesota License 45119 Minnesota Expiration Date: 6130120110 3 The electronic seal appearing on this document was aulhorized by Sean M. McFarland, PE on May 14: 20100 it IF FINAL GRADE 1 MAY 1III I IF IF 10 Q1fl IF 1 6" OF CONCRETE OR I hereby certify that this plan , specification , Front View i Side U ( -.. i _ 1 . CRUSHED CINDER BLOCKS or report was prepared by me or under my t PLACED IN BOTTOM OF direct supervision and that I am a duly i ' =► FOUNDATION PRIOR TO Licensed Professional Engineer under the MAIN POUR laws of theStat nesota . 2'-6" Sean M . McF rland 3000 PSI CONCRETE (MIN .) Slgnatur4 ; TYPICAL OF TWO PIERS Date : 5 - 14 - 2010 Sheet # : 4 of 4