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Home My WebLink AboutBuilding Permit 04-0238 I. White File 2. Pink City 3. Yellow Applicant Dat~ Rec'd '51 /0 3/. ()..:::> , -;PP I PERMIT NO. 0'1-. 02.38 I CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT e or rint and si at bottom ~1\j ~V. S~Je h\ PV\oo/' ~(\.le Nl\lffi]. ZONING (office u,,) 04- LE~AL DEjRI61ION (OffiCE'~OAi.", bJ~l\J LOT BLOCK ADDiTION PID?-5: 3(,3, 003,0 OWNER (Name) (Address) ~V$ MM... 3 S- PI~-Z't S ~W\.e ~ Dv'l"'t r u__J~ to.) ft./{. t.l'-f (Phone) ,l;ttJ C,S't-40b-41/o 5~/~:2. BUILDER (Name) (Contact Name) (Address) (Phone) (Phone) OLower Level Finish ODeck C?Po~ ORe-Roofing ORe-Siding o Fireplace Eb1:ddition OAlteration DUtility Connection PROJECT COST IV ALUE (excluding land) $ gO. 0 0 O. 0 $ TYPE OF WORK 0 New Construction o Misc. l. fl.c.... ~. S-l Tr_~ I hereby certifY that I have furnished infonnation 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 10cal,1aws and will proceed in accordance with sub e plan I a aw e tha e ilding official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may ente n the pe to fo ee inspections. Permit Valuation Permit Fee Plan Check Fee State Surcharge Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee J4sg 10-/7-03 x Contractor's License No. Date Park Support Fee # $ SAC # $ Water Meter SizeS/S"; I"; $ Pressure Reducer $ City SAC and WAC # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTAL DUE $ I. () N. 4f:JJ - , This Application Becomes Your Building Permit When Approved ~) ~ JI/~oi Building Official Da .4 4-. I. t, 4- 9.n.u~ ~ ~- " tv' ' I~' llis 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 ~hen 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 '~ . <+. g. 0'+ _ j Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake. MN 55372 CITY OF PRIOR LAKE Date Rec'd HEATING/AIR CONDITIONING/FIREPLACE PERMIT 1/.- Jf, -{) If Rf.A5 tAIl {/4-.CJz..38 i ~ 1:",,", I PERMIT NfY.04-. 043++ at bottom ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID'ZS.3 O.OQZ.O (phone) (Address) APPLICANT (Name) (Contact Person) SEDGWICK REA liNG & AlR CONDlTlffi~~:'"')' 8910 Wentworth Ave. So. Minneapolis, MN 55420 (City) (Zip Code) (952) 881.9000 (Phone)" /.J.. - .1J ~ - / i/J..I/ (Address) APPLICANT SIGNATURE DATE , APPLICANT PLEASE C LETE BELOW DNEW CONSTRUCTION 0 REPLACEMENT 0 ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT Industrial, Commercial & Multi-Family HEATING OR POWER PLANT o Steam o Hot Water o Radiation o Special Devices o Other Devices PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks TYPE OF SYSTEM OWann Air Plants OGravity o Mechanical ~ir Conditioning OVent. System ~'flANDMODE ,J .}. Residential, Gas Fireplace $39.50 $39.50 $39.50 Estimated Cost $ .J..J.. l./l/.L- Residential, Additions & Alterations Residential, AC Only BuildingPennit # 04--.04-34-- Residential, Heating & Ale (New Construction) Residential, Heating Only (New Construction) HEATING PERMIT FEE STATE SURCHARGE TOTAL PERMIT FEE $ $ $ J oJ'" J./L .50 J J.L/. 1"- ~ pai"3Z+.qz.- Dat5": /3.04- 24 hour noliee for a1llnspeclions (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue, PrIor Lake, MN 55372 Receipt No,4{, 92-8 By CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE . A ~ AND UTILITY CONNECTION PERMIT ~ . :3. O~ hU; ~orr: OZ3B l E. ~_ I PERMIT O. 04- .cJ554-1 PRIOr.. LI1KE M/V I ZO~:;-...) I or LOT 1 BLOCK LEGAL DESCRIP'I10N (office ute only) ADDmON FOV ILlS PID.z...S 3 &>3 () Us 0 I ~= Af1fl\.tCAN LL&HT:ING (AddJas) (Phone) ~~Name) BRofHE~S r::UE r~OTt:C;I.r>1V (Contact Name) ~YAWN KlttJ[ UJilc!! (AddJas) 1$0 E o. LK (phone) 7G~- 441 -JJ90 (phone) 30 TYPE OF WOR 0 New ConsIruclion ODed< 0_ ORe.RooliDl OReSidinI OLo_ Level Fimm 0 Firopll.,. OAddibon OAJ-tion OulilityConnection IliIMiJc:. FUf, PRoTEc.nu# COPE: OUt.c. OLB.C. 13 NFPA PR.OJECfCOST/VALUE S q.OOO TypcofC_: I n m IV V A B (.,......i...land) Oa:upaacr Gmup: A BE. HIM R. S U on.-. 12345 I bmby catify dial I haft ftnished information 011 dliI qplicadon whidI illO the belt of my tnowkdIe rrur and romct. I 1110 certifY lbat 1 am the owner t.. authorircd a,ent for die ___Iftd...._'lriII_...................__llIClwiU_in___pIons. 1..............._ oIIIdaIc:an...... rhis....... ftJr )uIl""",,,. l'urtIIenaoc<, J _ .....1Iw...ciry oIIIdaI..........._......-............. pa1bmt - _.. x:f!L. ~ c OS,} 6~J-ol..l s;..- ~ CoalrICIOr', ~ No. Do" Permit Valuation Permit Fee Plan Cbed< Fee State Surd1arge Penalty Plumbing Permit Fee Med1anicaI Permit Fee Sewer a: Water Permil Fee au PiIopIace Permil Fee .19. ~O 0.00 $ $ $ $ $ $ $ $ \......A."ur __Y_--'_~A"""" . Buddin. Official 0Ile Part Support Fee II $ SAC II $ WalerMeler Size S/8"; 1"; $ Pmsure Reducer S SewerlWata CODnI!Clion Fee II $ Wata Tower Fee II $ Builder's Deposit $ Other S TOTAL DUE $ A'ic'ILj C~U-EO 11.. 4<.., I Paid ~ qc./4-- Date ./0,04-- ,......~........_io...__..............,..._a...~-....Ci1yZoolaa~... ...y_............. Thitdocll_ wilen IiIBed by dw Cicy Planner COftItitu1cI a cmsporary Ceti6calIe f1I ZoIlinc t'll" rt'-- and aUowI CODStrUCtioa to~. Be_ oc:cupanc:y. a CcrtiIicaIe of <lrcaIpancy must be ...... -.oa- Dolo 24 ....r ._ for In I........... (9!U) 447....... r.. (9('2) 44'7-4245 16200 BaaIe Qoek A...... Prior Lake, MN 55372 ii~'" White . Building Canary . Engineering Pink - Planning 1.hr ('rnll"r nl Ih.. 1,lkf Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ~J~ (p . 3. 04- APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4385 FOutJ771/N HIL.-L-S DlCjVC -.L Accepted Accepted With Corrections Denied An I Reviewed BY~V~"- Date: Commen~ _ ~ ~~;"" ndMAA.p~- &~7-o1 "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~ Brothers ~e/ Elk River Office 9950 East Highway 10 Elk River, MN 55330 St. Cloud Office 60025'" Ave. 5., Suite 105 51. Cloud, MN 56301 Duluth Telephone: 218-727-3996 Fax: 763-441-5010 Telephone 763-441-2290 Fax: 763-441-5010 Telephone: 320-229-2990 Fax: 320-229-2970 ~.AI~ Fire P."".~Uon LETTER OF TRANSMITTAL TO: CITY Of f({1oR, LitKE. DATE: r;;/J/04 A m:-'lH J PROJECT: AI'1~~CJl-rV L.I&HMfr WE ARE SENDING YOU: l SHOP DRAWINGS FOR REVIEW AND COMMENT SHOP DRAWINGS FOR REFERENCE AND COORDINATION _ SHOP DRAWINGS APPROVED BY AUTIIORITIES HAVING JURISDICTION ---3- HYDRAULIC CALCULATIONS _ MATERIAL I EQUIPMENT SUBMITTAL (SAMPLE'S) CLOSE-OUT DOCUMENTS ADDITIONAL COMMENTS: AL50 P (:RMl T A ff( If;l/O C HEel, pYCLOStl'J CC: SIGNED: SHAWN KADELBACH PROJECT MANAGER Sales I Estimating I Design I Instoflation I Inspections I 24 Hour Emergenry Seroice & Repair Fountain Hill Warehouse Addition June 7, 2004 1.Update the fire sprinkler system through out the building. Add in rack sprinklers as needed. Or reduce rack storage height to maximum 12 feet. 2. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines to insure trouble free operation. 3. All materials shall be installed per there listing. 4. Provide fire caulk at rated assemblies. 5. The dry system shall be monitored in an approved manor. 6. Provide protection against tampering. 7. Provide sprinkler head information at the Hydrostatic test. 8 Project name: Job address: Hydrostatic Test: (2 hr.)_ Fire department connection location _ Alarm/Sprinkler final inspection check list Date: Permit number: Ball drip _ Sprinkler head location _ Hangers _ Obstructions Flow: Static presser Residual pressure Match hydraulic design_ Tamper switch on all control valves _ Number of control valves _ PIV _ Locked valves in public areas ~ Main Drain and all auxiliary drains marked _ V<.l,,<~ Protected fire sprinkler plan located at the riser _ Wet pipe flow alarm: (I) minute in bldg._ (5) minute turn around_ Dry pipe trip test, (1) minute water to inspector's test outlet_ Low air trouble alarm_ Door hold opens _ Smoke detectors Duct detectors Fire/smoke dampers _ Strobe / horn alarms Alarms in He locations . . &~'1; White . Building Canary - ng Pink - Planning Thr C'rntfror thr I.beounlr}' NAME OF APPLICANT BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST vV E-/\J <) rvl f\ N t0 I (J '.s I . 03 APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is propose~ at: +~05 POUtJ"ffi1 N HILLS D~. Accepted Accepted With Corrections v Denied Reviewed By: ~ ~'l2Q.-l-~ '/< ,1l1-J Date: II /IO~ 7 , I ~ .-A ~$" :, - 1J -i-' (lJ', e."t:, ~J. Comments: . /?,,~ f I . ...4.. ~ -'fn 7.(1- -0 thJ-<.A /21. ~ ~ ~P"~' IZ-I- ;' .t'lJ'~ ~ ~ ~~~ ~ ~ A~j-~ .AlI"'~ ~I....J,.J-- ~ --.t1 ~ 4- . r- - ~~~ ~ ..A<> ~ -<-... ',: ,.u~. .-; -TJO V (L. -r '" ~-&.. ~ v...rJJ.- ~~ ~1;1~~ ~~~, f "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~~ . . White - Building CanarY - Enqineering ~ink - Plan~n!D The ('tnlrr of tht t..h('oUnll')' NAME OF APPLICANT BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST I \;V C'....!" ) f' ll\ r"j t-! . '(' .-:/ C~2 /,,-, . ,~ APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is propose<;t at: 4-:3 y;5 Fcci f; TJ\ ( l,j III LL DI2-. Accepted y Accepted With Corrections Denied Reviewed By: l! ~ Comments: v f t{. tcnc..r- V)i CLiL-n a{4 L~ .Q},uY-Q fJ lCLfC!-0 L([v::J-tL f\Cj Date: II. :yC:J ~~.c{ (~ctoJd~ l,ou..JL1LdLllj' h.q~-, -t. ... .) .! . c~ ;,~ \ ~,....<\ .. ""." ) (~ ''f L~r \ ..-:L"':)r0 "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Buil~~ rc01l"~y - Enni rin9' Pink - Planning Th.. ('.."In of lh. l,.h ('ountry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED ~ I W LI\) :; t~ll\ t\J r,) 10 . _$1. 03 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is propose~ at: 4-305 Fou ~rn\ I r,j HI U..S Di2-, Accepted Denied Reviewed By: Date: I!-P,"o3 Comments: See Reverse Side for Additional Information! See Attacmnents: 1) Grading Plan, 2) Erosion Control Measures "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." PRIOR LAKE INSPECTION RECORD SITE ADDRESS '-/38S FDIAAJIA/~ r/ILLS JJ~. NATURE OF WORK IJJAttE'Hf",SC S71Jit.14&E APDITiO~ USE OF BUILDING ~09E: ~ 6:: ;. PERMIT NO. ~ 0z.;36 DATE ISSUED l>~ CONTRACTOR MAAl~~S PHON 1- - 10 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT Sf~'Af.. fA; ~61oU" ~4Ct~ FOOTING I FOUNDATION (Prior to Backfill) I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS DEPARTMENT OF BUILDING AND INSPECTION lUO COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED lSJi~;'l I~~ Fi,- .$'/7l~~rIlMt. I FINALS DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850 II . _ _ Fi.-e Protection by Computer Design BROTHERS FIRE PROTECTION 9950 EAST HWY 10 ELK RIVER MN 55330 763-441-2290 ~~@~DW[E~ lW JUN 0 a 2004 ~ By Job Name Building Location System Contract Data File LIGHTING ADDITION STORAGE MEZZ. 1 8-8883 L1GHTING.wXF . ,toRS FIRE PROTECTION AiTING ADDITION Page Date Hydraulic Desiqn Information Sheet Name - AMERICAN LIGHTING Location - MEZZ. Building - STORAGE Contractor - BFPC Calculated By - SRK Construction: ( ) Combustible (X) Non-Combustible Occupancy - NEW CONSTRUCTION Date - 6/2/04 System No. - 1 Contract No. - S-8883 Drawing No. - FPl Ceiling Height - MAX. 22 S Y S T E M (X) NFPA ( ) NFPA Other Specific 13 231 (X) 1 ( ) 2 ( ) 3 Curve ( ) Ex.Haz. Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) Figure Ruling Made By Date Sprinkler/Nozzle Make TYCO Model TY-FRB Size 1/2 K-Factor 5.6 Temp.Rat.155 D E S I G N Area of Sprinkler Operation - ALL MEz~--SYstem Type Density - .15 ( ) Wet Area Per Sprinkler - 130 (X) Dry Elevation at Highest Outlet - 22 ( ) Deluge Hose Allowance - Inside ( ) Preaction Rack Sprinkler Allowance ( ) Other Hose Allowance - Outside - 250 Note Calculation Summary Flow Required - 582.65 Press Required - 103.609 At Test C-Factor Used: 100 Overhead 140 Underground W A T E R Tank or Reservoir: Cap. - Elev.- Water Flow Test: Date of Test - 5/27/04 Time of Test - 8:00 Static Press - 112 Residual Press - 75- Flow - 3690 Elevation Pump Data: Rated Cap.- @ Press Elev. Well Proof Flow s U P P L y Location ----=-~-FOUNTAIN HILLS DRIVE Source of Information - CITY AND BFPC C o M M Commodity Storage Ht. Storage Method: Class Location Area Aisle W. % Palletized % Rack Solid Piled S R T A o C R K A G E Single Row Double Row Mult. Row Conven. Pall-e~'-TTAut():Storage Slave Pallet ( ) Solid Shelf ( ) Open Shelf Encap. Non clearance: sto.iagen f()Cefli ng Transverse Flue Spacing Longitudinal Horizontal Barriers Provided: - _...__.._..._.._'._.n_._.____~.._.___. -.-------. .... 0 0 0> 0 0 ~ '" 0 0 ~ 0> 0 0 n 0 3 '" 0 0 c 0 ~ 0 1J a ." 0 r ~ II> 0 3 ~ '" ~ ~~ :c >0 '" ~o a. iil 00 10 '" 0 "5 0 ;:0 0 c '" 10 0> ~ 0 ~ 0 ~ ;; :> a. ::r ,. 3 z :r c '" '" 00 0 )> 0 0 '" 0 ex> --J C> '" C> m ;:0 C (I) ~ 01 en -.J (X) 00000 raJ '" -;:0 '" 0 GJo ll: ~ :C., ~ ::jI o(')o::i: Zm CJ NI\J......l1) GJ;:o l: , , ro )>(J) ~ ::::0;0 (I)..... 0." ~ CDep-(j) 0- -< (IJ (JJ ac _;:0 a:o.:o~ ::!m ( ~~~ 01J l: Z;:o ~:om .- 0 < o~.. ..... (t ::;:<Dc m ~ ..~ g ~ "'<D C ~ ~.. 0 z "'''~ m",~ "'1J'" oOO1J GJ-~ 1J s: (I) m ;:0 1J '" o '" ~ o C> ~ C> C> ~ '" o '" o .... o ~ '" o '" Ol o o c '" '\ 0 ~ ~ (l)O:C:COOO mWOONN...... <i', CD (I) I I I .;!ooCl)(tlcncnm "'<---'<"< - S:(I)O)>UJcn~ m-cpa......... .... CD 3-.CD CU m <03033'" :;;'o~ ~\J"Tlg CDQ.'<.....O 3'-"'-m~ 01 .. :> C a. @ .. .. .. " .' .... "'''' ~'" ""'''' 0"'''' ~!'Uo ",,,,. . . '" --JOlGJ "'mOl .,J::o.Ol'"'O g01...... 1JGJS:GJ1JGJ1J (J)1J 1Jen -s: ~~s:- '" 0"0 0101 -<0 <D CD --~--~-- ------- ________n_).________ ~ ~ ~ m ~ rill , ~ '" ~ -;0 C (;)0 J:-; :! 1 1 1 1 1 :::!::t C Zm ~ g ~ ~ N g (;);0 ii: N ::;: " ~ '. ~ ~ )>00 rc Q ~ ~ ~ ~ ~ ~ 0" !l: m ~ Co> 0- -;0 -;m 1 1 1 6"0 Z;O ~ . ~ ~ 0 ~ " e -; - m ~ ~ ~ Co> () Co> ~ 0 :::! 0 1 Z 1 1 1 N . ~ . Q N N . ~ " ~ ;; m ~ ~ ~ 00 ~ t 1 t 0 ~ . 0 N . ~ 3 ~ " . 0 N ~ '" c: m 0 ~ ~ 8 ." a 1 1 1 c iil ~ ~ N ~ 3 . ~ ~ '" ~ N ~ ,- ~ '" 0- 0 Co> N < tlJ Q f . J: ~ ~ ~ 1 iil '- m ~ N " ~ :;- ~ ~ p ~ ;0 c 1 c: m ~ ~ N ~ ~ ~ 8 0 :E '" S' 1 Q. ::r 0> 3 N ~ Z tlJ J: 0 '" c rn t )> 0 N W ~ 0 ex> () ..., 8 '"' 0"0 0> 0> -(0 CD CD w ., nmary , tiERS FIRE PROTECTION ...;HTING ADDITION Page 4 Date Fitting legend Abbrev. Name --"-~_.~---"----------- A B C D E F G H I J K l M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch .,nmary . rlERS FIRE PROTECTION Page 5 ....HTING ADDITION Date Unadjusted Fittings Table 1/2 3/4 .~~~~l/2.~__L___~_~__~__ ~~_~___ A 7.7 2.1.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 9.5 17.0 2.8.0 E 2..0 2..0 2..0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2..0 2..0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2..0 H 1.0 1.6 2..0 2..0 3.0 3.0 3.5 3.5 I 2..0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2..0 2..0 2..0 3.0 4.0 5.0 5.0 6.0 M 2..0 2..0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12..0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12..0 15.0 P 1.0 1.0 1.0 2..0 2..0 20 3.0 4.0 Q 18.0 2.9.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2..0 2..0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 2.2..0 T 3.0 4.0 5.0 6.0 8.0 10.0 12..0 15.0 17.0 2.0.0 U 1.8 2..2. 2..6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2..0 4.0 5.0 6.0 8.0 10.5 12..5 15.5 2.2..0 l 2..0 2..0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12. 14 16 18 2.0 2.4 A 17.0 2.7.0 2.9.0 B 9.0 10.0 12..0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 47.0 E 12..0 14.0 180 2.2..0 2.7.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 2.1.0 2.4.0 28.0 G 2..0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 2.3.0 2.5.0 30.0 I 8.5 10.0 13.0 17.0 2.0.0 23.0 25.0 33.0 36.0 40.0 J 2.1.0 2.5.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 12.0.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 2.4.0 2.7.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 2.2..0 N 0 P Q 33.0 R S 2.7.0 32..0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 2.5.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 12.1.0 U 4.2. 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12..0 14.0 18.0 22..0 27.0 35.0 400 45.0 50.0 61.0 rlOW ;:,ummary - ;:, I ANUAKU rlERS FIRE PROTECTION Page 6 ..>HTING ADDITION Date Node Elevation K-Fact PI Pn Flow Density Area Press No. .~ctual_______ Actual ------~- --~._.~-- 1 22.0 5.6 13.56 na 20.62 .15 130 7.0 2 22.0 5.6 13.65 na 20.69 .15 130 7.0 3 22.0 5.6 13.86 na 20.85 .15 130 7.0 4 22.0 5.6 14.3 na 21.18 .15 130 7.0 5 22.0 5.6 15.07 na 21.74 .15 130 7.0 7 22.0 5.6 16.61 na 22.82 .15 130 7.0 8 22.0 5.6 12.13 na 19.5 .15 130 7.0 9 22.0 5.6 12.17 na 19.53 .15 130 7.0 10 22.0 5.6 12.35 na 19.68 .15 130 7.0 11 22.0 5.6 12.75 na 20.0 .15 130 7.0 12 22.0 5.6 13.44 na 20.53 .15 130 7.0 14 22.0 5.6 14.83 na 21.57 .15 130 7.0 15 22.0 5.6 13.78 na 20.79 .15 130 7.0 16 22.0 5.6 13.83 na 20.83 .15 130 7.0 17 22.0 5.6 14.05 na 20.99 .15 130 7.0 19 22.0 5.6 14.52 na 21.34 .15 130 7.0 18 22.0 14.89 na 13 22.0 15.21 na 6 22.0 17.04 na 20T 22.0 19.27 na 20B 11.0 30.08 na 21 11.0 36.88 na TOR 8.0 95.32 na BOR 2.0 101.4 na CTY -1.0 103.61 na 250.0 The maximum velocity is 19.57 and it occurs in the pipe between nodes 6 and 20T --~--_.._-_.._.._.--~._-_. .-.. ,.Jlatlons - ::itandard Hyd. Ref. Point Qa Dia. Page 7 Date Fitting Pipe Pt PI or Ftng's Pe Pv ."'."''''... Notes **-- Eqv. Ln. Total PI Pn , HERS FIRE PROTECTION _,GHTING ADDITION "e" Ot Pf/UL 1 20.62 2.157 2V 3.074 10.000 13.558 K Factor = 5.60 to 100 6.151 0.0 2 20.62 0.0058 16.151 0.093 Vel = 1.810 2 20.69 2.157 10.000 13.651 K Factor = 5.60 to 100 0.0 0.0 3 41.31 0.0208 10.000 0.208 Vel = 3.627 3 20.85 2.157 10.000 13.860 K Factor = 5.60 to 100 0.0 0.0 4 62.16 0.0444 10.000 0.444 Vel = 5.458 4 21.18 2.157 10.000 14.304 K Factor = 5.60 to 100 0.0 0.0 5 83.34 0.0764 10.000 0.764 Vel = 7.317 5 21.74 2.157 1T 8.783 8.000 15.067 K Factor = 5.60 to 100 8.787 0.0 6 105.08 0.1172 16.787 1.968 Vel = 9.226 0.0 105.08 17.035 K Factor = 25.46 .._-~ 7 22.82 1.069 2.000 16.611 K Factor = 5.60 to 100 0.0 0.0 6 22.82 0.2125 2.000 0.425 Vel = 8.157 --- 0.0 22.82 17.036 K Factor = 5.53 8 19.50 2.157 8.000 12.125 K Factor = 5.60 to 100 0.0 0.0 9 19.5 0.0052 8. 000 0.042 Vel = 1.712 ---~_._--- 9 19.53 2.157 10.000 12.167 K Factor = 5.60 to 100 0.0 0.0 10 39.03 0.0188 10.000 0.188 Vel = 3.427 10 19.69 2.157 10.000 12.355 K Factor = 5.60 to 100 0.0 0.0 11 58.72 0.0400 10.000 0.400 Vel = 5.156 "~-'-~ 11 20.00 2.157 10.000 12.754 K Factor = 5.60 to 100 0.0 0.0 12 78.72 0.0687 10.000 0.687 Vel = 6.912 ~'----- 12 20.53 2.157 1T 8.783 8.000 13.441 K Factor = 5.60 to 100 8.787 0.0 13 99.25 0.1055 16.787 1.771 Vel = 8.714 0.0 99.25 15.212 K Factor = 25.45 14 21.57 1.069 2.000 14.830 K Factor = 5.60 to 100 0.0 0.0 13 21.57 0.1915 2.000 0.383 Vel = 7.711 0.0 21.57 15.213 K Factor = 5.53 .--~- 15 20.79 2.157 10.000 13.776 K Factor = 5.60 to 100 0.0 0.0 16 20.79 0.0059 10.000 0.059 Vel = 1.825 16 20.82 2.157 10.000 13.835 K Factor = 5.60 to 100 0.0 0.0 17 41.61 0.0211 10.000 0.211 Vel = 3.653 ,.JlatIOns - ::>tanaara Hyd. Ref. Point Qa Dia. Page 8 Date Fitting Pipe PI PI or Ftng's Pe Pv ******* Notes --** Eqv. Ln. Total Pf Pn , HERS FIRE PROTECTION ""HTING ADDITION "e" Qt PflUL -----.--.- 17 20.99 2.157 1T 8.783 10.000 14.046 K Factor = 5.60 to 100 8.787 0.0 18 62.6 0.0450 18.787 0.845 Vel = 5.496 --------""-, 0.0 62.60 14.891 K Factor = 16.22 ---. 19 21.34 1.069 2.000 14.516 K Factor = 5.60 to 100 0.0 0.0 18 21.34 0.1875 2.000 0.375 Vel = 7.628 18 62.60 2.635 11.000 14.891 to 100 0.0 0.0 13 83.94 0.0292 11.000 0.321 Vel = 4.939 --~._--_._-----~-,_. 13 120.81 2.635 12.000 15.212 to 100 0.0 0.0 6 204.75 0.1519 12.000 1.823 Vel = 12.046 -~--- 6 127.90 2.635 6.000 17.035 to 100 0.0 0.0 20T 332.65 0.3730 6.000 2.238 Vel = 19.571 -~---,,-- 20T 0.0 2.635 lV 4.213 12.000 19.273 to 100 4.215 4.764 20B 332.65 0.3729 16.215 6.047 Vel = 19.571 20B 0.0 2.635 1V 4.213 14.000 30.084 to 100 4.215 0.0 21 332.65 0.3729 18.215 6.793 Vel = 19.571 21 0.0 2.635 1T 11.758 100.000 36.877 to 100 6V 4.213 53.227 1.299 TOR 332.65 0.3729 lB 6.859 153.227 57.141 Vel = 19.571 10 9.308 ---.-. TOR 0.0 4.26 lZ 13.167 8.000 95.316 to 120 1B 15.800 50.034 4.599 Fixed loss = 2 BOR 332.65 0.0257 1G 2.633 58.034 1.489 Vel = 7.488 1K 18.434 BOR 0.0 6.16 2E 20.084 200.000 101.403 to 140 1T 43.037 83.205 1.299 CTY 332.65 0.0032 283.205 0.906 Vel = 3.581 .---- 250.00 Qa= 250.00 582.65 103.608 K Factor = 57.24 ---_.__._.."_._,~._--_.. Fountain Hill Warehouse Addition June 7, 2004 I.Update the fire sprinkler system through out the building. Add in rack sprinklers as needed 2. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines to insure trouble free operation. 3, All materials shall be installed per there listing. 4. Provide fue caulk at rated assemblies. 5. The dry system shall be monitored in an approved manor. 6. Provide protection against tampering. 7. Provide sprinkler head information at the Hydrostatic test. 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 C.,,,~ II! """'I;'~ \r',: f ~:" C"~",,. .f"'~,',' ~,",;';' 11 ,f'" j!. '. ~ i;' " " " . i ~ ,tH"W '~ Memorandum d~~ O~V\ ~tVO DATE: December 29,1999 TO: Jane Kansier FROM: Robert D. Hutchins RE: Wensco, Inc. Office/Showroom Following are the results of the preliminary plan review for the Wensco, Inc. Office/Showroom. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). 1. Submit signed architectural, structural, site, and utility plans. 2. Submit mechanical, plumbing, fire alarm, and sprinkler plans, May be submitted at a later date. 3. Submit a soils report. 4. Provide the Illumination Budget Calculation Summary, MN Energy Code Part 7670.080. 5. The proposed warehouses have no occupancy separation provisions to store or drive motorized vehicles into any area. Provide a letter stating that "Motorized vehicles other than electronically driven, will not be driven or stored in the building." 6. Submit Energy Envelope Calculations. 7. A S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651,602.1113. 8. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See enclosed. 9. Separate tenant finish permits required for each tenant space. 10, Provide three HDCP onsite parking stalls that shall be located on the shortest possible route to the entrance to the building. MSBC 1341.0403 and 1341.0428 Subpart 2, www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 Cll'YYS C \t\t,\.'#;.W ~::',lJi "~\l':; f~ ~~ " Iii 11. At least one of the HDCP parking stal1s must be a van HDCP parking stall. MSBC 1341.0403 Subpart E subitem 2. 12. Ventilation for the building must meet DEC Chapter 12. Provide 15 CFM of ventilation air per occupant. 13. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane by order of Fire Department". Locate by Fire Hydrants and by Siamese connection, UFC 1001.7.1. 14. In-rack sprinklers, early suppression fast response sprinklers or an other approved system that meets the National Fire Protection Association (NFPA) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. 15. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas. UFC 1002. 16. Provide exit signs at exit doors. DEC 1003.2.8.2. 17. Provide a racking and equipment layout. 18. Provide emergency lighting. At the time of rack installation, a final determination will be made as to the visibility of exit pathways. 19. Provide two parking spaces for commuter van. MSBC 1300.4100. 20. Provide a recycling space, MSBC 1300.4700. 21. Automatic garage doors to comply with State of Minnesota Statutes, MSBC 1300.5900 22. Lighting Store: East Exterior door to swing out. DEC 1003.3.3,1.5. 23. Lighting Store: The second floor does not meet definition of a mezzanine. DEC 507. 24. Lighting Store: Two exits from second floor office. DEC 1004.2.3.2. 25. Lighting Store: Provide an elevator to second floor office. MSBC 1341.0405 Item E Exception 1 Subitem 4. 26. Appliance Showroom: Male and Female lavatories required, DEC Table A-29-A, 27. Appliance Showroom: Swing West Exterior door out. UBC 1003.3.3.1.5. 28. Flooring Store: Change in floor elevation shall be by ramps. DEC 1003.2.6. 29. Rooftop equipment must be served by stairs. MSBC 1300.4500. 30. Dock Stairs require handrails. UBC 1003.3.3.6. This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cites Developmental 2 M R4T~i ,1~' :t-; ~,~,;'} 'M ,,11 ~i ~ ~~ Ii Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the plans before a building permits can be issued. 3 "'~ ~---'Tt ~ " \~~Y '&,:!!! tJ ~9/20/2000 14:56 6517489143 FIRE-GUARD SPRINKLER PAGE 02 1895 PI.... Drive Suite 220 EOll"n. MN S512Z 851.4116-_ 851.1105-S871 Fu Paul Bawngartnee RE: 4385 Fountain Hills Dr. Prior Lake, MN 55372 eITY~S COpy .---'-'-- D"IIl'Pal!!,.. .'--' .-. ... -- "'-.._..~"_.-_'.' __,____.._ Per phone conversation with Jason at Firo-Guard Sprinkler, Jason stated you need some information pertaining to storage and storage racks. Enclosed you will find a diagram for carpet racks for warehouses #141 &:. #127 with locations to where they will be placed. From my understanding, storage racks can not e:Kcced more than 12'.0" in height. (which they will indicate.) For warehouses #117 & #107. tenants have not been finalized at this time. I will make sure that they will not exceed over 12'-0". I hope this information is helpful for you. If you have any questions, or concerns, please do not hesitate to call me at 651-406-4400. Sincerely, '"1'~.--I e Tom Sand V.J>, Construction &:. Development MAR-11-2004 16:46 STORK TeT ST PAUL 651 659 7207 P.02/02 ""."., ...... .,...,... ,,,..,,, "..".."'...... ,.......... ....,.........'''' I III I .u",., \0110110 I WI. SPECIAL INSP~S A~D TESTING SCHEDULE (To be used in accQrdance with the "Guidelines fQr Special Inspection and Testing") PROJECT NAME; Fountain hills American Lillh~ng PROJECT NO: r: O'3~no~~. '.'- ... '~-;-:-l : '["; "', ~~;2_,~-:~:_~~~...~:J ...~ 'i 4385 Fountain Hills Drive N~ PERMIT NO: Prior Lake. MN 55372 :( . , .'2.i I ; ,~ ;~/\ LOCATION: , i,\', I Li ul.--.. , I SPECIAL INSPECTION SCHEDULE 1YPE OF SPECIAL ASSI,~~EO SECTION ARTICLE DESCRIPTION INSPECTOR REPORT FREOUENCY FIRM 4 02200 Earthwork 51 AS needed Storl<; 03300 Concrete & Reinf. TA Bi-monthlv Imin, 2\ 04300 Masonrv Ser As needed Blanchard 05500 Structural Steel Ser As needed Blanchard , - TESTING SCHEDULE I ! NOTes: Tl"lis schedule to be filled out and include~ in the projec;t speciftl;2tlon. lmorm;tion unavailable at that time is to bG filled oUl wn.n applying for a building pelTl1it (1) Permit No. To be provided by In. BYilding 0fIl0..1, [2) Use descriptions per u.e,c, S....on 306. (3) Special Inspector, Testing Agent of FabricatOr, ~uaufjed in accordance with tequ1rements cf t"'e Sta.te Building Code, (4) Firm contracted 10 perform servioes. ACKN WLEDGEMENTS Firm: America Ll htin Owner: Dale: 2/6/2004 Contractor: Dale: 2/6/2004 Ar it.ct: Date: 216/2 , SE:R: Dale: 2/6 'SI: Data: 2161 04 , 'SI: Dale: TA: Date: TA: i D3te: ! F: Date: "'The individual names of all prospeC!iye special inspectoe.; and Ihe wok lhey inlend \0 observe must be identified on the reVer,;e side to this form. Legend: SER = StnJCllIral Engineer SI = Special Inspector TA ; Testing Agent F = Fabricator Firm: Wensmann Homes Firm: JSSH Architects, Inc. Finn: Blenchard E:n ineerin Firm: St rI<. T.C. Teslin Firm: Firm: Firm: Firm: Accepted f<>r the Building Department by Oate: l.~JlOreC1. srt:C5wn.,0>>1Il1iP= lcsinil,dc.c PeCIO'~' TOTAL P.02 \. _l~______ March 11,2004 Mr. Bernie J. F eidt City of Prior Lake 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372 Re: FOUNTAIN HILLS AMERICAN LIGHTING Dear Mr. Feidt: The architect has prepared the attached revised plans and a response letter to your plan review latter of November 20, 2003. Please contact me if you have any questions. I will follow up with you in a few days if! have not heard from you. Attachments (W;~~~~ - -' --.--..-;:-;-; 7-~1 . . , . ".;: 'I \- . _ " --:;- ......., LJ ~ ...-,', -:.--_:::::...-=.....----- . . , . ,'_ 1" , .. U.- ':U'I ' ; . 1\:;:1 .J UI.,. I ' r, RH5 Building, 1895 Plaza Drive, 5uite 200, Eagan, MN 55122 . Phone: 651.406.4400 . Fax: 651.905.3678 . www.wensmann.com 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 CITY'S COpy November 20, 2003 Roger F. Johnson JSSH Architects, Inc. 14525 Hwy 7 Suite 375 Minnetonka, Minnesota 55345 952-352-0063 RE: Fountain Hills American Lighting Suite 201 storage addition Following' are the results of the preliminary plan review for the American Lighting addition. Our review was based on the Minnesota State Building Code (MSBC) which ll<1op'ted with amendments the 2000 International Building Code (mC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341, Minnesota State 2000 Energy Code Chapter 7676. Also requirements of the Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC), and the National Fire Protection Association (NFPA), 1. A structural engineer must show details of structural posts, "1"- beams, pilaster, footings, their connections, and the connections to existing foundations. 2, Correct code review to indicate S-l instead ofS-2 occupancy do to product composition. LB.C. 311 3. Correct allowable area calculations to reflect unlimited area LB.C. 507.3. 4. Revise detail 3/2.2 to address existing conditions and floor elevations. 5. Change 2nd floor framing detail and indicate roof framing plan on sheet S-1. 6, Provide details of 42" guards and their design at the second floor opening and at the interior and exterior stairways. Indicate the 34" to 3S" grippable, continuous handrails. LB.C. 1003.2.12. 7. Submit signed fire/smoke alarm, emergency lighting, exit signs and sprinkler plans. All require a separate permit submittals and review. May be submitted at a later date. S. Special inspections will be required on soils, footings, structural floors and all structural steel with their connections. LB.C. Chapter 17. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 '~;~ ~ l"";' ~II f r ":;;. '( ~ \; M'\':'; ~ 9. Provide a plan for the storage configuration that is being used in the storage area. 10, The clearance between the sprinkler head deflector and the top of storage shall be 18" or greater, National Fire Protection Association NFPA 13 section 5-5.6. II, This addition is proposed to be non-heated, As such, Chapter 7676 of the Minnesota State Energy Code does not have to be met. Be aware that a dry pipe suppression system will need to be installed in the addition. 12. In a recent site visit to American Lighting, it was noted that the rack storage has increased to high rack storage. This requires in-rack sprinklers, early suppression fast response or other approved system that meets the National Fire Protection Association (NFPA 13) section 5-5. This is required for storage areas where the top of the pile storage is over 12 feet above the floor or grade. We are aware of the shortage of storage space at this time and is the reason for your addition, but this violation will have to be corrected as soon as possible. A response letter from Wensco dated September 20,2000 indicated that the storage would not exceed over 12' -0". All items pertaining to the building must be addressed before a building permit is issued. The Planning and the Engineering departments have accepted the plan. Call ifthere are any questions at 952-447-9856. Sincerely, Bernie 1. Feidt cc. Mike Vallez, Wensmann Homes Enc. ) www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 dSSh JSSH ARCHITECTS, INC. 14525 highway 7 suite 375 minnetonka, mn. 55345 ph. 952-935-6337 fax. 952-935-0878 r;" . NlR123IM February 6, 2004 <.i'-'--- I --.-/1 Mr. Bernie J. Feidt City of Prior Lake 16200 Eagle Creek Ave. 8E Prior Lake, MN 55372-1714 RE: FOUNTAIN HILLS AMERICAN LIGHTING Dear Mr. Feidt: This letter is in response to your November 20,2003 Plan Review Letter. We will re- spond in the same order as your letter is constructed. /].. Blanchard Engineering has incorporated details for the structural connections. ("2. We will utilize an 81 occupancy rather than an 82 in the Code Review. ....3. We have revised the allowable area calculations to reflect the unlimited area. v'4. We have revise Detail 3/2.2 to address existing conditions and floor eleva- tions. /5. We have correctly identified the structural beam sizes on both second level framing and roof framing. V6. We have provided additional detailing on the Drawings reflecting the 42" guards and the handrails. Note that we are utilizing a swinging gate type guardrail at the second level opening. 7. The Owner's electrician will submit documents relating to fire and smoke alarms, emergency lighting and exiting. The sprinkler contractor will submit drawings in the form of shop drawings. '/8. A special inspections sheet has been signed by myself and Blanchard Engi- neeririg~ will be forwarded to the Owner for signatures by their special in- spectors. ' 9. Wensmann Homes will provide a plan for the storage shelving configurations. Providing Experience, Relationships and Shared Goals Mr. Bernie J. Feidt -2- February 6, 2004 "1.0. The sprinkler contractor will be made aware of the requirements ofNFPAI3. VII. You are correct, this addition is proposed to be non-heated, The Owner's fire sprinkler contractor will be aware that a dry-pipe system is required. 12. The Owner is aware that some re-vamping of the existing storage is required. Attached is a set of our Architectural and Structural Drawings for your review which in- corporate items I through 6. The Owner has been notified to provide the data for items 7 through 12. Please feel free to contact me if you have any questions, comments, or require additional information. Sincerely, JSSH ARCHITECTS, INC. ~hn~ RFJ:gmb Cc: Mike Vallez, Wensmann Bill Blanchard, Blanchard Engineering JUN-04-2004 02:09PM FROM-Wanlmann Hemal 6519053678 T-288 P001/004 F-751 Wensmann Homes For Your Information RRS Bui:lditJgil~5 PbozaJ)ri,oISuil:c 200 E.gl!tl,MN 55122 Ph""", (651) 406-44QO Plt\C (65\ )9\)5-36(8 To: Hutchins, Robert Fax~un~: 19524474245 Company: City of Prior Lake Dare : 61'4/04 FrOIll: Mike Vallez Fa:,Number: 651-905-3678 COtl:lpany : W=nnHomes Pages incl\lding cover page: -t I Subje.:1: .American Lighting Comments: Bob: Here is the sheMng layout for American Ughling on the First and Second f1oon>. I have sent this to Brothers Fire Protecllon to expedite approval of the sprinkoer lay-out Can we talk? Mike Vallez c;c ~vJlIl ~e.,det~C(kk, ~...~~ 7l,j- 441-~1::l1() WnFa~ PRO Co\ter Page -~.__._--_."------~-- 'y\O~ ~ 'dl'tJ' It ~~ (" Q~~ '\ - - "-": - - J q' , . ( 4~'1 r I .. - \ I . , I "" '^' _\ I L_ ~ - , t ViI ~ . til , (J 0.;1 L{, '13e> ~'7!V3f.JfJ:.'iA/'lji!.J.IA{'J.J \ 730'3'7 ~~ I /6 I I I' " S'7 ~ ~ J.. .... ~ ~ ..... ~ ~ ~ ~ ~ ~ ~ , 0- 110 l.{ - '1 ~o '3OA ry'3o'30 w~\\.. ~. I 3':> I ~\o I I ; " , t-~-t! ~ , ~O') (J. ' ~l '13o~o VJ:\\... ())'?3(iJO^) 111o~f.{A 'b T I') _ 0)') vi~\...(3) rB~A 73030 - .- - ..., \ - - - i1 ~ ~ l'i = c ~llf. ~ 1-\.'')- c. <I. ~ ~3 ~i/'I ~ ~ - '" - ~ ~ ~ - ~ =r ~ .... ~ ~ -" ~ ,~. ;g , = = ~ ~ ~ ~ ~ ~ ~ = .., ~ Il!I /'/' ~~ - r\TlO< - r . r . . . I (.... JJ ,rvP c:Q ')01. .. v... C> .. ..... r. - .. , t-L-I i C5; .... .... VJ .. .. !i ClQ) , )<. \1-1_ - ~ on ~ , ~ -v ~ ~ "- -v ~ ~ "- ~ ~ ~ I >-- ~ >-- - ~ ~ on ~ ~ on ~ .. ~ 'M; .. Q \ \0 - /0 '~ .3 ' J '" I 8 ( )( .3' _ " '\I '1 - I( f.. 31 + ...\, I "" . /6 (,I( 3 I &'J , ~ I I, 31 I.:.-{ ~ ~ E a = c c - E ~ c ~ ~ ,l, ~ ~ ~ '" "- ~ ~ ~ ~ -v ~ ~ ~ I .. ~ I = => ~ From 651-905-3678 To: Bernie Feidt Date: 313112004 Tim$: 11 :28:00 AM t-'age 1 or.t.. Wensmann Homes For Your Information RHS Buildingl1895 Plaza Drive/Suite 200 Eagan, MN 55122 Phone: (651) 406-4400 Fax (651) 905-3678 To: Bernie Feidt Fax Number: 19524474245 Company: City of Prior Lake Date: 3/31/04 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 2 I Subject: American Llghting Expansion Comments: Attached find a VERY PRELIMINARY schedule for the American Lighting Expansion project in Prior Lake. A more accurate schedule will be put out in the next two weeks. Thank you and call me if you have any questions. Mike Vallez cell 612-221-7145 WinFax PRO Cover Page \~ 0 Task Name ~M~f\,,'1 A r4 '04 A (11 '04 A r18 '04 A r25, 04 M 2,'04 M 9,'04 M 16'04 M 23'1)4 M 30,'04 Jun6'(l4 J'-Il113.0 0 55 T TFSSM~TFSSMT T F SSM T TFSSMT TFSSMT T F S S T 1" F S S T T F S S T T F S S T T F SSM T T F SSM T 1 Permit Permit 2 Subrnil rebar drawings ... Submltr.bardrllWln. 3 Fabticate & Deliver rebar G<<le.cr Fabric; Je&Oellverrebar , Demo loading dock ... Oemc) I adrngcloc 5 Excavate footings .wen.mann Ellcavat.roo'ngl 6 Form & POLXFoo~ngs ~Grl..er Form&PourF otings 7 Deliver Loading Dock Frame . ~ O.lIv.rLoadlng Doc Frame 6 Form & Pour DOCk Slab .. Grll...r Form&Pour ockSlab 9 B\ockWalls Greeler Block Wall. 10 11 Subrrll steal drawlfl9S NlIlIonal Submltlte.ldrawfng 12 ProclM"eTrusses National Procur.Ttu.... 13 EroclSteel National Erect st." 14 Roof insulahon and EPDM .-G Roofln.ul.t!onand POM 15 Stucco stev.Conn.'ly S'b..I1:co 15 Elecrrical Cedar-lilke Elec:trlC:ill . 17 HVAC Sedgwic:M HVAC Project AmericanLigr1irg:3-26-Q4 I Task Progress S"M"'''' . . ExtemalTasks I I DeacJlme <> Dala.Wed31311()4 Sp~1 Milestone . Project Summary .. .. EJd.emalM\\es'lofle . .".""..",......."........"....... Page 1 N 15 N . ~ M n. ~ o o .;; N. 0; E i= .. o o CO! Ci M 0; 1;; CI fi . ~ . '0 ~ ., {!. ~ ... ID '" .;, o ~ ~ ID E ~ ~ From 651-905-3678 To: Bemie Feidt Date: 512012004 Time: 5:19:08 PM Page 1 of2 Wensmann Homes f}tf / :PJ'l F or Your Information RES Buildingl1895 Plaza Drive/Suite 200 Eagan,~ 55122 Phone: (651) 406-4400 Fax (65]) 905-3678 To: Bernie Feidt Fax Number: 19524474245 Company: City of Prior Lake Date: 5/20/04 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 2 I Subject: American Lighting Addition Comments: To: Project Team Here is an updated project schedule for the American Lighting Addition, Please contact me immediately if you cannot meet this completion schedule, Mike Vallez cell 612-221-7145 WinFax PRO Cover Page fil- s::; ~'" '" ~ ..I- " ~I- s::; ~'" '" ~ ..I- " ~1- C o ~'" <Jl u. I- .. " 001- s:> ~'" '" ~ ~1- o "'I- ~:> :>", '" ~ ~I- '" '.'1- .:> ::;", '" ~ ~1- ~~ ::;~ '" c'= ~i "'I- ~:> :>", '" ~ ~i '.'1- .::; :>", '" u. . - 'i\i 0 . ~ - . 0 ! . . c c c ~ . . " E . e 0 ~ . 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C o i '5 .. ~ o o II: II o ~ o U .r:: u 11 .. ~ u ., W tJ c o o .l:: " ro 0.. 0 ~ B 8 :JCi.a U <( <Il ~ 00 ... l; " o U o u u o Iii f- .. u .'" ti ., W ~ ~ . <> . c . 0 ~ 1il . .!1 . ~ I- .. " . E C E '6 ~ . . dl dl . 0 . - ~ . '" . . E 0. E .. . 0 c ~ '" u 0 . 'G ~ " E . .!1 E 'e- o ~ 0 iii '" 0. . . e ~ '" l{l i5.. 0 I- U) ~ ~ N ,;, .~ l' '" ::J c" ~'2 'c" ~ii1 < 0 .r:: "til- .!!.Ii e1;i 0.0 '1 lP!a::l 9!UJag :0.1 9L9t-S06-~99 :WOJ::! From: 651-905-3678 To: Robert Hutchins Date: 6/1112004 Time: 12:03:06 PM Page 1 of2 Wensmann Homes For Your Information RHS Buildingl1895 Plaza Drive/Suite 200 Eagan, MN 55122 Phone: (651) 406-4400 Fax: (651) 905-3678 To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date : 6111104 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 2 I Subject: American LIghting Comments: To: Project Team Members Attached find the revised schedule for your information. The schedule has been impacted due to a delay in the steel erection. The steel erection is to resume on Monday, June 14 and the metal decking for roof and mezzanine is scheduled to be in place by the end of the Day Wednesday, June 16. Action Items: 1. Blanchard Engineering/ Twin City Testing: Perform Special Inspections as needed for the steel erection. 2. Donnelly Stuccco: Submit stucco color sample board for match to existing building. 3. Gresser: Use 3/8" mix, with plasticizer, for the concrete in the diamonds. Use spray bond breaker inside the diamonds. Vibrate throughly to spread the concrete out under the slab as far as possible. 4. Bauernfield Goedtel: Submit warranty information and sample of rubber membrane. Submit a Change Proposal for a roof hatch, and accessories as needed. Thank you!! Mike Vallez, Cell 612-221-7145 Win Fax PRO Cover Page .. ....-..----. -.--- --- -- _._----_.~- ----..---------- - 10 Task Name 23 '04 M~-JO '04 Jun 6 '04 Jun 13 '04 Jun 20 '04 Jun 27 '04 Jul4 '04 0 M T W T F S SMTWT F S S IMIT W T F Is Is 1M IT IWIT F SSMTWT F S SMTWT F SSMTWT F 1 [- Permit 2 I- Submit rebar drawing 3 Fabricate & Deliver re 4 [- Demo loading dock s [- Excavate footings 6 [- Form & Pour Footing' 7 I- Block Piers . I- Backfill 9 I- Deliver Loading Dock 10 I_ Form & Pour Dock Sl. 11 I_ Block Walls _5/25 12 I_ Field Measure Steel ~f24 as re steel 13 I_ Fabricate & Deliver , ." <::tool Fabricate & Deliver Steel 1 14 [II Erect Steel 811. 6/16 Erect Steel 'a~~ 15 Pour Mezzannine 6/17 6/17 Pour Mezza "in Concrete 16 Roof insulation and E 8/17 6121 Roof ins lalion and E OM 17 Cut & Patch Concrete 6122 ~fZ2 Anron Cut & Patch on rete Apron ,. Stucco 81 7/6 stucco 19 Electrical 6122 7IS Electrical 20 Fire Protection 6/25 ~ re Protection 21 Doors 6/18 IDrn 6118 Doors 22 Garage Doors 6122 fum 1122 Garage Doors Task Milestone . External Tasks I I Project: American Lighting 6-7-04 Split Summary ~ ~ External Milestone . Date: Fri 6/11104 '''''''''''''''''''''"111'''''''''''''''''''' Progress Project Summary . . Deadline /) Page 1 N o N . ~ . "- ::;; "- "' a '" a N . E ;= ~ o o ~ "' . ;;; " . c " u '5 I " . D o '" ;; t- '" ~ '" "1 ~ o :! ~ "' E e ~ From: 651.905-3678 To: Robert Hutchins Date: 61712004 Time: 12:03:10 PM Page 1 of2 Wensmann Homes For Your Information RHS Buildingl1895 Plaza Drive/Suite 200 Eagan, MN 55122 Phone: (651) 406-4400 Fax (651) 905-3678 To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 6/7/04 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 2 [ Subject: American Lighting Project, Prior Lake Comments: To: Construction Team Members URGENT ACTION ITEMS 1. Gresser: Quote the cut & patch concrete pavement at the addition. 2. Cedar lake Electric: Submit lighting plan, with fixture cut sheets. (Shelving plan faxed to you separately) 3, Brothers Fire Protection: Re-confirm Schedule. Facilitate review and approval of designs from City. 4. Donnelly: Confirm Stucco Schedule 5. Bauernfield Goedtel: Submit membrane sample & warranty. Quote roof hatch in existing. 6. National Steel: Please quote a ships ladder to a new roof hatch in existing building. (call me) 7. Gresser: Coordinate embed issue with National Steel. 8. Twin City Garage Door: Expedite overhead doors per schedule. 9. Kendell Doors: Expedite doors per schedule. 10. Star Equipment: Expedite shelving and lift quotes, delivery. Call me if you have any questions. Mike Vallez, Cell 612-221-7145 cc: Rober! Hutchins, City of Prior lake Win Fax PRO Cover Page 10 Task Name 23 '04 Ma 30 '04 IJun 6. '04 Jun 13 '04 Jun 20 '04 Jun 27 '04 I Jul4 '04 0 M I T IW I T I F 155M T W T F 5 S 1M T W T F S S M T W T F SSMTWT F SISIM T W T F S 5 M T W T F 1 I- Permit 2 I- Submit rebar drawing 3 Fabricate & Deliver re 4 I- Demo loading dock 5 I- Excavate footings 6 I- Form & Pour Footing' 7 [- Block Piers . I- Backfill . I- Deliver Loading Dock 10 I_ Form & Pour Dock SI 11 I_ Block Walls 5/28 12 I- Field Measure Steel ~/24 as re Sleel 13 Fabricate & Deliver 5 -- ""ee' Fabricate & Deliver Steel 1 14 111I Erect Steel 6" 6/14 Erect Steel 15 Pour Mezzannine 8/15 ~81(15 Pour Mezza nin Con rete 16 Roof insulallon and E 8115 8117 Roof insulat on ~1tPD~ A 17 Cut & Patch Concrete 6/18 Anron Cut & atch oncret~ron ,. Stucco 6121 712 stucco ,. Electrical 6118 711 I Electrical 20 Fire Protection &/23 Fire tutee on 21 Doors 8/16 6/1 Doors 22 Garage Doors 8/18 Ino 6"6 Garage Doors Task Milestone . External Tasks I I Project: American lighting 6-7"()4 Split Summary ~ T External Milestone . Date: Mon Sfl/04 """"",,,,,,,,,,,,,,,..,,,,,,,,,.,,,,,,,,, Progress Project Summary ... ... Deadline I) Page 1 N '0 N . m . C1. " C1. o M o OJ ;,; E F ~ o o ~ ~ ;,; .. o . o " u " :!: " . ~ o '" {!. '" " ~ '" ,;, o 'l' ~ ~ E e "- . ~ ~ ~ ~ ~ '" ~ ~ C> '" . "" g ~ '" ~ ~ ~ = o '" m ~ ! I , I ;t1v~iy I ~~f w~k;J it . MI- I 1 ; '" ~ ~ ~ ~ ~ '" ~ '" ~ ,- a -.J ~ ~ i -j -Iltl~ =1 - ;;> 0;./ qj t~tJ >1Wi""i d, V D~ 4 ~ o-~r 2) 1>-e Q 4 I r"" J~v( W ~ {;) ~. M(ty LV~ .~ ~ 13 .iff/ -V f?e- Pit J s 1jf t) 1:< - D I v-Ya-t . , ! I , i ! I i I i I I ! I I I , ~ , ti~l\W~ -- -< , ~ ~ ~ ~ ~ ~ ~ ..... ~ ~ ~ ~ , ~ '" ~ I' >. " ~116~~ ~] .- ij.> 1/ I l - ) .., - tMJJ\-L~~t- I I j , -, I -l I , JUN-04-l0C4 03:09PM FROM-Won$mann Homo$ 6519053678 T-l93 P.OOI/OOl F-r6l -I Wensmann Homes 1Ul.S Buildiogl1S95 PIo", Drj,-eISuile ~oo Bagon, MN 55122 Phone: (6~1) 406-4400 Fa:<: (651) '>\~5-36?8 For Your Information To:lIute~,Ro~~ Fax~un~: 19524474245 Olmpany: city of Prior Lake Da%e : 6/4/04 From: Mike Vallez Fa>: N\lmber : 651-905-3678 COlIlpany : Wensmallll Home~ Pages including cov~ page:3 I Subje<:t: Lak.e&ont Pla2.a Repairs Comments: Robert. Here is a'sketch" plan for some repairs at Lakeffont Plaza to deal with some water intrusion. Can we Just do thIs under the original permit? Thanks! Mike \tI41'1Fm: PRO Cover Page 04/28/2004 08:04 9528814491 SEDGWICK HEATING PAGE 01/02 FAX TRANSMISSION SEDGWICK HEATING & AIR CONDITIONING 8910 WENTWORTH AVENUE SOUTH MINNEAPOLIS, MIl'lNESOTA 55420 TELEPHONE (952) 881-9000 FAX (952) 881-4491 ~ DATE: ~~-d~ TO: 91"A~ ../.;n,~~ COMPANY: ~ ~ (ft/"Ac:7f.JI . FROM: Jw //J 6::f~AI- FAXNO. 4$,)- d47, 1/..; 1$ PHONE NO, ~ NO. OF PAGES cl INCLUDING THIS PAGE COMMENTS: /{L' /J/Yn//Z/I'~/1'J ~ihft J.fJ, g g ftfJ/A'l hhy, J.I" /.f t.JA, comfo-rt" yo-w ca.t1I CO'fMI\t 01'\1 04/28/2004 08:04 9528814491 Al'v1.tP..lc/!.v {I G,J'TiN' Y3tr .fdd..mW J,/.I;I-! ,}I'_ PA id/l. tl' k Ii SEDGWICK HEATING PAGE 02/02 f (. "'fll..UI~Jrt ~ .~()GI( f-- , /I- oJ tfll' \. " <- = ~ "'v - ..r 1'( ... )J"" ~" ,.-.,..- ..-" .J- ...'" .-' .- f- ._- I{)~ .._",- .-- ,I ...>' "'1r>.tI' D,"'''; rtJ VM/'.P. I/H 11.1I;f(.,r~ '(~ ...- - .~.(),.,.1 To 1 . lf~"'n f'iO'UlNlol. .1 10 ... of- 'of- -7 ,j:., r-llJc.flV< ,t ..__- 'I'" ('11'" .---- I:l.'~ "I' ~(j)7'1 f' ITl '==L/ If" I iiJ ~ r;.J I --.. . SdJ(~"" (.f.", \Y .. .J.- .-- .-.- I€;4- ,---" ~ ~ ],~r 1:':\ I \ \ \ \ \ \ / \ \ \ \ - - ~- , _1\ \ \ \ (\ \ \ \ \ \ \@-7 ('oM ~ r.Jj" 9,,) r I ~M '- C I'/:r- ~ -')> I Cjli) oJ., clN' flJ..u~f [#-r/l..y 05/11/2004 12:31 9528814491 MAY-I 0-,004 11:01AM FROM-Wensmann Homel SEDGWICK HEATING PAGE mf~4 . F~ 9~Z.- flY" 5519D53578 T-419 P.001/004 F-BSO To: ~o if . MOo C/e.T.i. JVti[~l4[kL- ~/{f)/04 ~~i.-~{ .t{..C(1 #oEPages(inc1 CoYeL:)-L- . " . From_-. Date: ~20 Fax .if: . Subj ect: %. I3ti/j H ~ ~ t$f>4 /FoK. pI.e.., ~ ~~J' 9sz'" r~/".9iJD(!) r~' 4.ll . '12.- 3~~ 14I2N lfthisJax tra1l9mittal ~ 1I0t complete, please call our office: Thank You! , ' Well_Homes I1u:. 1895PlauDrive Suitll'200 BagiQ,Mn 55122 Phone: 651-4ll6MOO Fax: 6Sr-905-3678 'O(WW, Wlll1lllDlIDI1= -~- -~ ~_. -- ---------- 65/11/2664 12:31 9528814491 SEDGWICK HEATING PAGE 62/64 ~AV-l0-2004 11:01A~ FR~-W8nEmann Homos S519mm T-411 P.002/004 F-ISO ..- AMERICAN LIGHTING; PRIOR LAKE, MH FAX COVIR PAG~_ To: r:t' Dan N@uc!tlck<< .g Mike Valll!'z and WQnsmann Homes Roger Johnson 65HI05-3678 JS5H ArchItects 952-935-0B78 o 0 From: 8ill Blanchard Blanchard EngineE!ling Sent: Subject: 05106/04 pages (IncludIng Cover): 3 HVAC Units ThanlG nBiUlllancl1ard (0) 612-861-6361 (f) 612-861-6361 (C) 612-961-0770 ._._...____..______.._.___,.,.__________.'__.._n___._._._._'~'___'___ 05/11/2004 12:31 9528814491 SEDGWICK HEATING PAGE 03/04 MiY-IO-ZD04 11 :OIA~ FROM-Wonsmann Homls 5519053678 1-419 P 003/004 F-8;0 1IIand-ad ............. ...- - ~s...ii 1 &",01:1 '-., IIl13G W..tlbum Ave. S. Rlchl"'''. MN 55Ga 612-861.Q81 May 6, 20004 Mike Vallez Wensmann Homes, Inc. 1895 P= Drive, Sulle 200 Eagan, MN 55122 RIJ; HVAC RDofTap Units - Fountain Hills Showroom, American U9htinSi Prior l.alw. MN Dear Mr. VaIIBz: Thi5lellBf Ie In response Ie your request for my aplnlon on. the exSliIlg IlhPlMllOm roof. The "NAG conlradl:>r h8lI proposed ir15lllftlllg 2 ~ lllp unll5 lit Ihe center of the exI81fng 150 foot bIr jois:ll. TI1!! pI'OpQ$l!lIllllIf tllp unilS weigh ~maleJy 1000 llOundlll!lllch. Recommendalicn: The rllOl is ok:lly as III with 110 mcdlficll\iCln !g Ihe Illdsting bar joists or dedc. SIncerely, ~x1~ WillIam G. Blanchard, PE ~cIIlIIlI Engineer 1 M!'lItly COI1ify ltIat this speclfication was prepare:! by.,. Dr under my dIt8ct supervision IJr1d thIlll am a duly Licensed ProIB$$lol\a1 Englll_ Under !he laws of !he Stale of M1nllGClCllll. Data S -fs, -f) Y Lie. 11I0. 19567 All8c:hment CalcuJalinn (1 Page. 8 Y.i x 11) c=; RogBr Johnson (JSSIi I\rchilmls) OlIn NUll~r (JSSH ArcHIIldlI) 05/11/2004 12:31 9528814491 SEDGWICK HEATING PAGE 04/04 ~~Y'10-Z004 11:01AM FRDM-Wen&~ann Home& &5190S3ET8 7-411 P.014/114 F-8EI A BLANCHARD ENli'HEElING Slructural EnIl_rllIl Canatdtfn. 6936 Washburn Awe. S. R1CHFIE1J!,Jt'N 55423 (612) _105151 JC8 A'1fIf~ ~) Ph"t/1f... ,-.,~-.J ...en",,- J "" I ",,\.Clll.l'I;D1IY. w,~ DM1! 'f-'(14'1 C>S:l<al.... om I I ! i i I' i I I' j' j ii' i ! , I I I . I' , I ' : ~\~ ! ~" If I ( ~,~ ' ! .,..'''''--1-', ...j--"r....- _._.~. .. -,-'i--i"'-"~---+'-' ,. ._;-_..\. _+-_1..- ,.._I ._+-..\..."'.1_...."'__..1.....1_1.,.__."....)_.'..: .'.,- , AI _ I I 1 , I ' I ' 1 , r.[ , I, I 'I j , :.. ! ; ! I I I . i; ~ ; I I , ; ",'-' .. .-"'''. . n ..-- L"--"'" ""I" ....,--,.... ....-+- ..I. . -J.....-i-.. ;..--........t.--.--r._.;.."..f.....-'-.3-.---.L.._~...... ....!.,,-- , I' . . I ,. , [ I " [ ! I: I I". 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I " 1 ,I , ' .. .... -.".r.........;....-.!......t."..........~'.....r."'-.'.. ....I, " , : I ' . . I ' I : I I ' 1 I ' ,..- l' ,. I' f" I'" I I' . ,. , I \ ! i: i, j ,I i 'I:': i _ ~ 1. ;,,, . i i; l; , ,I ' ~ ~; \ i ~ I \ ~ ; .. l.._....". _. . ....,.,_'..---"'----.,......" "__...__...." ..l.. "-~--l."-"" ..._._. .... 1..... .' .. ___......._,.._._1. .-_]'_...'.'..___. \ ".,,_1..... "'.' '~. I 1 ' I . , I' \.. I , . I ,. ',' , t- ,. .. , . i . , 'I : i I ;: :::!' \. \' I I' ' ,1 I" I . . . . I ......--;...1 "I ....;.--.f-.t."'-:.t-.-r---T"..l...;-...:.."!"'.--j....j. r.': .--i-rt""i-".!"--i".-t"...J,---t-+. .".o- I' i! I : _ 1 i ; I I : ~ I : ! I i ~ I I I I, ___~,_...~.~____<.___..._m From: 651-905-3678 To: Robert Hutchins Dale: 4f2Df2DD4 Time: 3:57:24 PM Page 2 of 2 American ligh1ing ompany Misc. Name Fax Voice American lighting Tenant Bob McDonald American ligh1ing light FiKtures Brian Bladene 952 2338221 952 233.3784 American lighting Light Fixtures Karen Westlund 9522338221 952233.3784 Bauern1ield Goedtel Roofing Steve McDonough +1 (507) 332.8742 507 334.7951 Blanchard Engine. _. S1ructural Engi .. Bill Blanchard 612861.6361 612861.6361 Brothers Fire Prot.. Fire Sprinklers Gary Steinke 763441.5010 763441.2290 Cedar Lake Elec1ric Elec1rical Nate Sezick 507 334.5402 507 334.9546 City of Prior Lake Engineering Bernie Feidt 9524474245 952447-4230 City of Prior Lake Inspections Robert Hutchins 9524474245 952447.4230 Gresser Masonry Labor .. Mark Rasmusson 651 454-4850 651675.3488 JSSH Archi1ec1s Archi1ec1 Dan Neudecker 952935.0878 952352.0068 JSSH Architects Architects Roger Johnson 952935.0878 952935.6337 Na1ional Steel Mike 763784.2195 763784.1335 Na1ional Steel Fab .. Steel Fabricati.. Neal Rovick 763784.2195 763784.1335 Na1ional Steel Fab,.. Steel Craig Life 763 784.2195 763784.1335 Sedgwick HVAC Scot McCleod 952881-4491 952881.9000 Star Equipment Dock levelet Jim DeMars 763783.9501 763783.9240 Stephen Donnelly ... Stucco Stephen Donnelly 952884.7891 952 884.1848 Wensmann Homes Ear1hwork Bob Brockman 651 322.5376 651 423.4533 Whiterock Constru... Caulking &. Sea .. Willie Adams 952431.4410 952431.5470 --"--.-----.-- -~-"._- -.<.--..-<-"""-.'.- From: 651-905-3678 To: Robert Hl.Jtchins Date: 6128/2004 Time: 4:42:26 PM i-'age 1 OT:;' Wensmann Homes For Your Information , RES Building/1895 Plaza Drive/Suite 200 E~MN 55122 Phone: (651) 406-4400 Fax: (651) 905-3678 To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 6/28/04 From: Mike Vallez Fax Number: 651.905-3678 Company: Wensmann Homes Pages including cover page: 5 I Subject: American Lighting Addition Comments: To: Bernie Feidt, Robert Hutchins Gentlemen: Here are my notes to the project team at American lighting today. June 28, 2004. I would like to schedule a CO inspection for this Friday. Would it be possible to schedule a courtesy "pre-inspection" in the next day or so?? Thank you ~. t ILyCfJ Mike Vallez Cell 612-221-7145. WlnFax PRO Cover Page From: 651-905-3678 To: Robert Hutchins Date: 6/2812004 Time: 4:42:26 PM Page 2 of5 ~ June 28, 2004 PROJECT MEMO AMERICAN LIGHTING ADDITION Critical Project Items Final Certificate of Occupancy inspection is being scheduled for Friday, July 2. See updated schedule dated June 28, 2004 attached. Brothers Fire Protection 1. Complete sprinkler system 2. Arrange for fIre alarm wiring and integration with existing building. (COST PLUS CHANGE ORDER) 3. Schedule testing of system with building inspection department. Bauemfleld Goedtel 1. Future roof vent and roof hatch for ships ladder in new addition. (After CO) Gresser Concrete 1. Saw cut and pour concrete strip around perimeter of building. 2. Modify (demo and new) curb at stair location on East side of addition as needed. 3. Place footings, or sonotubes, for exterior stair footings. (Sketch provided by National Steel) Cedar Lake Electric 1. Install all lights and electrical as needed. 2. Schedule electrical inspection for Thursday, July 01. 3. After CO, plan for rooffan installation by Sedgwick Heating. MCI Painting 1. Paint exterior doors and wood blocking to match existing building. 2. Paint new exterior steel steps after installed later in the week. RHS Building 1895 Plaza Drive Suite 200 Eagan, MN 55122 651/406-4400 Fax 651-905-3678 From: 651-905-3678 To: Robert Hutchins Date: 6/28/2004 Time: 4:42:26 PM Page 30f5 3. Paint stripe at 12' above floor in existing warehouse with stenciled sign "do not stack above this line" National Steel 1. Fabricate new exterior steps and landing. 2. Fabricate and install ships ladder for roof access. (EXTRA WORK) Sedgwick I. Propose roof exhaust fan in addition. Coordinate with Cedar lake Electric and Roofer. Kendell Doors 1. Provide three (3) longer anchors for HM Door. 2. Verify hardware selection with Brian Bladine, 952-233-3784 Stephen Donnelly Company Inc. (Stucco) I. Begin stucco after concrete paving repairs is completed by Gresser. Please call me if you have any questions. Mike Vallez Cell 612-221-7145 MAR-25-2004 04:08PM FROM-Wonsmann Homos 6519053678 T-E04 P 00I/00E F-801 To: ~ ~~rf ~J-(~~~ ~ t!&Jk ~ l+f~ ~20 , From.- Dat"e_' Fax .if: j~2 147- 412..1:>- .if oEPages(incl. Cover) - .> Subject: Y~f+f(~1--~( l V\- +..:> r>'v1A(J,: >1 Q,t fUVU;e. s 'Fe.l If this fax transmittal is not complete, please call our office: Thank You! Weosmaml Homes Inc. 1895 Plaza Drive Suite 200 Eag3Il, Mn 55122 PhOlle: 651-406-4400 Fax: 651.905-3678 WWW.wensmaDn.com MAR-25-2004 04:08PM FROM-Wensmann Homes E519053ET8 T-E04 P 002/006 F-801 AM€RlCAN UGHTING; PRIOR LAKE. NaN FAX COVER. PAGE. To: ~ Dan Neudecker and Roger Johnson JSSH ArchItects 952-935-0878 ~ Mike Vallel Wensmann Homes 6510905.3678 o 0 From: Bill Blanchard Blanchard Engineering Sent: 03/23/04 Pages (Including Cover): 4 Subject: Response to City of Prior Lake Comments Mike - Please review and forward to the City of Prior Lake. Thanks ..Btll Blanchard (0) 612-861-6361 (F) 612-861-6361 (C) 612-961-0nO MAR-26-l004 04:09P~ FROM-Wonsmann Homos E519053E78 T-E04 P 003/00E F-801 Blanchard Engineering ~&_. ;,.ecu Ill. 6935 Washburn Ave. S. Richfield, MN 55423 612-861-6361 Marctl23, 2004 Mr. Oan NEludecker JSSH Archlted:s, Inc. 14525 Hwy. 7, Suite 375 MlnnelOnka, MN 55345 Re: American Ughting Dear Mr. Neudecker: This letter is in response to lhe foUowing review comments from the city of Prior LaI<e, MN. 1. Show the total number of bolls in the connections, !he design load, and allowable load. 2. The design wind speed is 90 mph. 3. What is the desIgn tive laael for the tIoor? 4. Extend the depth of the new footings to the bottom of the existing footings. Please refer Ie the atlached drawings for my response. Sincerely, ~~p..u..~ WlUia01 G. Blanchard, PE Structural Engineer I hereby certify Ih.n this specificaljon VIllS prepared by me or under my direct supervision and lh.n I am a duly llceMed Professional Engineer under the laws 01 the Slale of Minnesota Date '3- Z1?-OY lie. No. 19567 AlIachment:s: Revisions ID Drawings (2 pages, 81/2)( 11, dated 3-23-04) Cc: JSSH Art:hilects, 11'10.; Roger Johnson Wensmann Homes. Inc.; Mike ValleZ .-~-~---"."-"'---~'-'-~--'-'~--".~-"'-'--'-- - MAR-25-2004 04:09PM FROM-Wensmann Homes A,) DE6IGtl DA'1'A 6519053678 T-604 P 004/006 F-801 I, CODES 41-10 6TAtlDA!<Dllo MlloINEGOTA &14Te BUILDING CODE 2000 I.e,c. UJllH MlloINEfoOT A 4MENDMENTS A.C.!. 6UIL.DII~'" CODE A.i.e..C. M4NUAl OF STEEL CON&1RUCTION STEEL JOIST INe>TITU-re "STANDARD e,Pi:C'$ AND LOAO lAI!lLES" NCMA NATIONAL CONClO!EtE HA&ONRY ASSOCIATION 2. lOAO& ~OOF LIVE LOAD .....-..~....._-_._........................._....4o Fll" $NOUJ DRI!=T REQlJIREMEl'liS OF NINNee.oT 4 eoeE WIND LOAO.................~........ExP061RS e ROOF DEAD LOAO..................................................20 Plll' (' Fl.~OF<! LIVE lOAD ,....__..~GloIT STORAa.E...........I2E. ~ 'C:: _ _ ~~___J ~ BLANCI-IARO ENGINEERING ,,\36 W~\o.If!,IJfQ.N AVE.. $. R'C>lF1El.O, ,.,,, !oJ;423 p...\."~I""",Jo"l FA)c: 6t1-e.~1 .1JIU;:"RIUl _. .6'I\t r::eJN6tJL_ ~."- AME!<.ICAN LIGHTING ~"*,,Tm.li" Ncneo C:O''''l'R.IW:Tt)R UJEN&MANN HOMes.. INC. ~------_.__.._.~_._._------------,---- I WI3UB'I' aiRTlFf TJ.I.6'!' 'nol1.1"'I-"N lllA& ptqef!oMED aT l'1I!. Cfit ~ l"l"r ~T ~I&lQN AND TlolAT I AM,A PJI..'t JIl!lIailllTtfIlf!b ~~~l~~~~O{.L-n;~T~CN MltM2lOTA e::::r~~- Jd'~ ~L,./7 c.0011I :3-;?'$-oy ..... NO._, ""'!<c>. :2003-011 CAor; C1!J23Jo.l 6HT ...... IllG8 """""~ o ~D 1IJ68 .. I 2 ,\o\r. .u_...,_._....._.__~..._.___ MAR-26-2004 04:09PM FROM-Wensmann Homes 651905,678 CD o '2I'..oR 0" r2J '/~" DlA. soL. re. MAX. TOTAj.. L.OAO I ).~ II::. CAPACITT .. 13~3 tiC. C'T"T"PlCAL , P!.,.AC!A) !I.'!lt( 3.~ ~ oeL.. PI.. 3/e 6T~ AT CGllJ,lM'N& AND wa. t'T'T'IP; 'Ts, 1" )t .,.. :Ie 114M WI "4- X I"--tl X 1'.1" WI TOP.: eor. pt.. tJ2' lie'")t f- I" WI '" "411 d.. eQL-TI> ~D~ (MAx. TOTAL.. J...OAD. 11.3 IC. ~PAcI""'''I~~''' (TYPICAL' F1..ACee> T5 ,. ~ "'J'I )C 114" WI W4" )( r..r )( 1'...\" WI 1'OP .. BOT. FL In" x .,. :II. f- l" OSLo F'J... Sf$ flT'~ WI .. 3/-'/' a. eOL.T!l: AT col.UHNA AND wl::!_ C'T"T'P) WI. 'III I! (4" >:" LIlli) WI6 ;ll; 26 (S 1I21li(1s.~.caJ '.5 k. ~'lllt5S nR)l~j;Je.") W12. 14 ,,," x II 1m") Ul12)11 X. C6. 112" X. Q V-4I) lL/12 Jl 50 c& va" .. Q IIJI.~) ~ T6 '" ... ,.. .. 1/4" \1,/1 3'.... )( 1'-1" X 1'-\" e.A&E. PI.. W/4 .. ).,.." d. x Q" A-80LT& .. TOP P\. In" )C. ,.. x ~. I" UJI . !/J..,I 4. aoL.Teo fer ," )l. ,. )L 1/4" WI "4' X t'"," )( 1'-1" ....6E 'PL W/4 _ 31"''' d, )( 12" A-60L.TII!I " TOP PI... Id )0. ,. x l'. I" WI 4 :J,{A" d. $OLTf. I L9J! I J!)(I$T1N~ L.OAOI7'll:!l coco: WALL SEE PIL.A!lTER ~EClUl..E. FQp:l: &IZE: Af'CI REI~JME!)lJ'T' $I TQP ... ""00 ""-0" TOP OF FTGi 13')'..0" ~L~ BL.ANCf.lARD ENC;/NEPRING 3/16" . 1'-0" &eCTION T-604 P 005/006 F-801 T~ 0. M6&. \~'..o~ 0' TOJIP of e.TSL eM 14)'. ::;rj(&~ L. 3. 3-.,1\6 AnACH WI )JBII EXP. ANew. A1 ~ s !'XliTIN.& eMU UJAU.. EXl.e.TINa. PAe~ 8RICK E.J. 'TQP (;IP: &TEB.. eM 1..50 ~ 3 _ 3-/1h ATTACH 'W !Ie- expo ~CH. A.T 'a" FlN~EO FL.OOR !lLE..... '"""'"'" I V1" NON-eHRII"lJC:. CSRO\JT "s t:lClWI!L AT !2- .~ ,",IN E!t1.aft:I I-I11.TI ~.,..II<> I!PO>CT .~s...._ TJdI ~- (.~36 w.e.~JQN AYE. 5. Rlel<FlEl.O, .... ~ 1""'14,.""961-6.361 F.A:X h\2-661"~&1 I ..flU!!Y C9fl'I\II'T ~T 'NI& PLAI'I, 1II.... I'"IUP"MI2b 8'!' ME QR utCIt:I'I 1'1'rOlAl!C't~e&owAM)'TWATIAT"'jlI,CX,Il..Y~ ~--Jll~~~~P '!loIel.AlU8. (JIP'T\ol!!: eT"n; Ol" nl"l~TA ~-",.J...&~4 .-.L .-rwO "11< 3- z.;s....;, 'I .... .... ,_, .......,. AMEl<ICAl'l L1csflTING ~"" uJENeM.4NN HQMES, INC;;. ...."". 2005-11 &6CTloN Re'f1&lQp4 o ------------.---. ,._."--"_._--~~_.__.~-_._.- c....'TlI: (:ISI23/ :2 2 ",,.. _., ...... 1llOo9 ~ WGB Of ,09:08AM FROM-Wonsmann Homes 6519053678 T-2EE P 002/005 F-430 CITY'S COpy AMERICAN UGHTING; PRIOR LAKE, MH To: ~ Dan Neudecker II and Roger Johnson J5SH Arch1tects 952-935.0878 FAX COVER PAGE. Mike Vallez Wensmann Homes 651-905-3678 o 0 From: Bill Blanchard Blanchard Engineering II . I "!\ ev Sent: 03/23/04 Pages (Including Cover): 4 Subject: Response to City of Prior Lake Comments Mike - . Please review and forward to the City of Prior Lake. 1 hanks --Bill Blanchard (0) 612-861-6361 (F) 612-861-6361 (e) 612-961-0770 ,09:08AM FROM-Wonsmann Homes 5519053678 T-2EE P 003/005 F-430 Blanchanl Englnee. ;"9 ~a.t- ~"'c-- ..~ 6936 Washburn Ave. S, Richfield, MN 55423 612-861-6361 March 23, 2004 Mr. Dan Neudecker JSSH Archilecl8, Inc. 14525 Hwy. 7, Suite 375 MiN'lelonka, MN 55345 Re: Ametic:an Lighting Dear Mr. Neudecker. This letlsr is in response!g the following review comments from the city of Prior lake, MN. 1. Show the tolal number of bolts in the connections, the design load, and allowable load. 2. The design Wind speed is 90 mph, 3. What is !he design live load for the flOor? 4. Extend the depth of the new footings to the bottom of the existing footings. Please rater 10 the allachecl drawings for my response. Sincerely, ~LJ~~ William G. Blanchard, PE Structural Engineer I hereby certify that this specification was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Slate of Minnesota. Date '3- 1. ,?-()y Lie. No. 19567 Altachments: Revisions 10 crawings (2 pages, a 1/2 x 11, dated 3-23-04) Cc: JSSH Architects, Inc.; Ragar Johnson WeI1srnann Homes, Inc,; Mike Vallez .4 09:08AM FROM-Wonsmann Homes A.) DE/!lIGN ClATA 8519053878 T-2EE P 004/005 F-430 I. CODES AND e.TANDA~oS MINNESOTA oTATE IllUIW::>INCi CODE :2000 I.e.c. WITH MINNc.&OT A AMENDMENTS A.C.I. SUIW::>ING =DE A.I.&.C. MANUAL OF STEEL CONSTRUCTION STEEL JOIST IN!>TI1\lTE "$TANPARe> !oPEC'S AND LOAD TAI5LE6" NCNA NATIONAL CONCRETE MA&ONfCT MSOCIATIOl-J 2. LOADS I'aOOF L.IYE L.OAD ...................................................40 PSI' SNOW PF:!IFT REQUI~EI'1ENTS OF MINNE1!oOTA CooS WIND L.OAO..................~........EXf'Oe.iJRE e ROO~ DEA!:> LOAD.................._.........____...............20 P&F - - 1'1.00"" LIVE LOAD ..___....L.IGI4T &TORACiE........_12& F'!!oF) ~ ~ ~ SLANCWARO ENCilINEERINCi1 .~ .Bdra.~NtI ~lM ......... AMERICAN L.IGl-lTING '~a6 W,Aei-ol&lRN. AVE. a. RlC;!~Ia.c, 11'" !I&oC23 Pl-t.t..\)oMl006""'1 ~"'I2-e."I~[ ....... lIIOTe!l 1l6ER!B'l' c:lRTlFr ."..T .,..,. ~ IOl.Aa ~ARIS) BY l"'dl ()fII ~ Pft" C11.-a=T 1tf"'QIl....."N ~ 'noIAT I An ,It. PUI.."I" lIlI!IlI~T~ ~.!~ EP'~IN!Dt~ TI-lEII.AIIla t:#>1W. 6TATlI! OF MINJ'IIZliO'TA ~~~,..eL:- ~ 'ClATE S-ZS-oY __, NO, "'.., ......... 2003-11 ~"" UJ!:N6MANN 140NE&. INC, --"--_._-~~.~--,--~-~._---"._- _ _ ._..'____M____..."_"_"'~.,.__._.__~_.__._ c.... o.~ ..., _ UI<ie .......- o c::I.i~ Ul68 .. 1 :2 ....,. ...._~---------------"- ,~4 09 :08AM FROM-Wonsmann Homo~ 5519053678 CD 21'.0' o ." 1'2) 3/~" PIA. eOL'T& MAX. 1'Q'T.Al- L.OAO . ).~ Ie:. CAPACITY, 13,3 IC. l'T'!'PI<:AL S PLAc:I!llJ u.ne,,~ (.4 jII, 11 J/"'~) :!II.!).rc;. OI!L FL "e eTII'l'ENEla5 AT c::.auJP1N6 AND u.l6. (l"T"PJ W16.26- (50 In" )( 1,31J1."') we. " (4~ X & I/S4) 1'& '" )l. ,- iii: 1I4~ WI 3/4- )( I'-\M >c 1'_1" WI TOP' eaT. FI- Id ); '" x fa (" UJI " 3/.... d. !!IQlT& ~~ MAX. TOTAL l...OAJ:l . 1t.3 IC. CAP,AC.ITY .. I~."! ~ (T'T"prcAL. , ~~) Te ,.. :!l. ,.. )( 1/411 WI 3144 )( 1'-1' )( ['_,- WI TOP . BOT. PL. In' )C. ,- .. r.. l' OBL. F'L 3/& .em~ Ul( '" 3,-411 d. 801.."1"0 AT C::OL1JHN8o ANt) WI2a rTf"III') 12)( 14 (".:( 1111&-) W12)1l>> (6 lI2~ lit 12 1/4-) UlJ1)( ~ r. 118' .. 12 If.") ~ T6 " ... ," )I. 1(041. WI ::S/4" x 1'-'- )( 1'-1" ~ itl'L. WI" .. J/4" ct.. )( t2" A~L'I"!l .. TOP PL lI2- x ,.. x I'. ," ill! ... "4" d. SOLTeI TEt "f )( "T" x V4. WI 'J/4"' X r..,~ x 1'-1" s..ur; PL. WI. .. 3/~" d. X L.l" A..eOLTPJ , 'toP P1" lIZ' x. -t )(. 1'- I. WI ~ 3'.... d. BOI.:m E:xlSTlNc;" LOAI01NC!t COCK wAU.. lee: PU.,AfiTER !.CWI;%:lUl-E ~Of:l 6lZE AND REIJr(FO~ 2L~ rop OF: FT6 931-0"' Top OF Fro 14'''''''' S 6E.6 pj..AW lIe..!. """TIN<> IG'lEOULE "OR $I%E << FZSIN.F. .0 BLANCf./ARD ENC!z/NEER/N6 e,ECTION 3/1c<>" . 1'-0" T-2E6 P 005/005 F-4l0 .." T. O. 1"'1.66 121&....a. 0 T~ oP &TaL ...., 123'~ 4 I/a~ L. 3 Jl3 Jl.31/Ie. ATT~ uJl 3181. E>cP. AWC.... AT !'Z11 Ii El<te.TlNG CH\.I W.AU.. ~I&'\"ING F-ACS I!loRlCt::::, Il.... TOP of ana. &31"1 -1 L.)' JI, 30 l( 3,.", .ATT,AOH WI 5/1~ EXP. ANCH. AT ~'l~ FINle.HW FLOOR EL.EW.. lO()'cl I 112q NON.~&HRIHp::, 6Rl;lIJT ~ ClOUlE!1-AT!2'" .."'f"lJN~ ~lL.TI ~Y'IB<> EPox'" .~a-.r _ .Ma aJNMJLlM .~ w.o.soeuRN AYE. S, RICHFIElD. MN ~ F'~ 4oT;z..&61.a.1 F.4:X 612-640\<06361 I w8llmy -c:::smrr 'tloIAT Nlllio PLAN UIAoO ~..,Aft!CI 8'1' ME OR. LtoIOtlIIt tfr' CfAECI' ~II!.ION...NO 'NAT \ AM .. ~.... ~&T!JqSI ~~::S~'~IH~Nmt ~ 'nole ~ ~~ GTAll!! 0l'I """rC6C'''A ~1t. J..d~~ -- - 1-L/ ~'1I ~- 'Z-3-T:J Y .'a .... ,_, ,....,..... AME..ICAN L.1"'I4TIN'" ---- ~ecTION ""'.... 2003-1' """""""''''' WENSMANN HO~, INC, -,- " ----.-----.._~._._~__.~.___'__K__.__._. o~~ .,""'" :2 2 ,"'. .... "'""" """" ...." w"'" "" JUN-II-2004 09:51AM FROM-Wonsmann Homes JUN-~9-~~4 ~(.~r 5519053678 T-552 P006/017 F-222 STORl"ie MatBrlals Technology Stork Twin City Testing Corporation DATE: June 9, 2004 Malarial Testing .. NDIl-Deo.trucUve TEl$ting Pt<>duC\ Evaluation. COnsl/Uclion Malort8l'S TO: Mr, Mike Vallez Wensmann Homes RHS Office Bulkllng 1895 PI;ua Drive, Suite 200 Eagan, MN 55122 662 Cmmwttl Awnue st. Paul, MN 5514 USA Telephone TeIef8l<. WElllslte (661) 646-3601 (551) 669-7348 wv.w,slDl1<tcl.ccm PROJECT: FOUNTAIN HILI.S AMERICAN LIGHTING PRIOR LAKE, MINNESOTA PROJECT NO.: PAGE: DENSITY TESTS OF COMPACTED FILL 2 3 304032 1of1 Test Number: 1 Date Taken: 5-7-04 5-7-04 5-7-04 4 5-7-04 Unified Soli CIa.95If1cation: ASTM:02487-98, A$TM;02488-00 (F'roctoc Sample Number) Location: Clayey sand wllh a Clayey sand With a Clayey sand with a Clayey sand with a little graVel, fine to little gravel, fine to lillle gravel, fine to little gravel, fine to medIum grained, medium grained. medium grained. medium graIned, Brown (SCJ-1 Brown (SC)-1 Brown (SC)-1 Brown (SC)-1 Interior waD Interior wall Interior wall Interior wall backfin, e'N & 5W backfill. 5'N & 10'E backfill, 3'S & 20W backfill, 5'5 & 4'E of SE corner of of &oN comer of of NE comer of of NW ~mer of addition addition addition addition Depth Below Slab Grade: 7' G' 6' 5' Oepth Below Exlsting Grade: 3' 3- 3' 3" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basls) Dry Oen51ly, pet: 114.5 116.5 115 117 Moisture Content, %: 13.6 14.6 13.9 12.8 Plus #4 Material, %: 10 6 6 8 lABORATORY COMPACTION CHARACTERISTICS OF SOlllProctor TlIStl: ASTM:D698-00, Procedure 'Jl:, (-#4 Basis) MalClmum OryOenslly, pd: 119.8 119.8 119.8 119.8 Optimum Moisture Content.. %: 8' 12..9 12.9 12.9 COMPACTiON TEST RESULTS: 0 CE~-S- ~ Compaction, %: 95.5 I. .., r Speclf1ed Compaction, %: 95 9S Review of Test Results: Pass ass REMARKS: Density test!; are valid at the locations and elevations of the testll only. No representation Is made as to !he adequacy of fdl and compaction at locations and elevations other than those tested. The tesllocalions and the number of tests were selected by Twin City Testing. The compaction test results meel the project ons in !he areas tested. REVIEWEDBY~ ~ Jay Hanson Staff Engineer G:\2l104cmalCONSTRUCTI0N\304032\01-4,doc ~ ....._.... 1 ....--.. Sll>ri< TWIn City T...ting Co""''''~Qn 1. an Q~ng w1IIsd of Stmk Matllllah: Technology B. V., AmslBnlarl1, The Ne\l1Orlang~, I ...... I ---._-_._-_.~"-~_._-~'"._-....__.~_._-~...._-_..... JUN-II-2004 09:52AM FROM-Wlnsmann Homls JUN~':I-~~~ .I. 1'.1.\,.0 6519053678 T-552 POOTI01T F-222 STCFI~. Materials Tec:hnoklgy Stork Twin City Tasting Corporation DATE: June 9, 2004 Malerial Tll$lIng . Non.O""lnlcll.e TIl9Ung Pradud EvaluaBon . ConslM;llon Mater1als TO: Mr, Mike Vallez Wensmann Homes RHS Office BuUding 1895 Plaza Drive, Suite 200 Eagan, MN 55122 002 Cromwdl AV8I\UG St Paul, MN 5514 USA Telep"':>I1" : (651) 645-3601 TeI_ : (651) 65&-7348 WE'llsite : 1lMW.91Dtkla.com PROJECT: FOUNTAIN HILLS AMERICAN UGHTING PRIOR L.AKE. MINNESOTA 5 PROJECT NO.: PAGE: DENSITY TESTS OF COMPACTED FILL 6 7 304032 1af1 Test Number: Date Taken: 5-7-(l4 SoT -04 5-7-04 Sandy lean clay Sandy lean clay Sandy lean clay WIth a 1I1l1e gravel, with a little gravel, with a lltUe gravel, brown (CL)-2 brown (CL}-2 brown (CL)-2 Interior wall Interior wan Interior column backfilL 1 'N & 8'E llackfl1l, TN & 28'E backfill, 15'N & 7'E of &N comer of of SW corner of of SW comer of addition addition addition Unified Soil Classillcation: ASTM:D24B7-9S, ASTM:D2488-00 (ProctorSample Number) location: 6 5-7-04 Clayey sand with a liWe gravel. flne to medium grained, Brown (SC)-1 Intertor wall backfdl, 4'N & 15'E of SW comer of addition Depth Below Slab Grade: 5' 5' 4 %.' 2 ~' Depth Below Existing Grade: 3' 3' 3" 3' fiELD DENSITY DETERMINATION: Nuclear Density Direct Trensrnisslon, ASTM:D2922-o1 (-#4 Basis) DryDenslty,pcf; 113.5 114 112.5 116 Moisture Content, %: 14.3 15.0 13.6 10.7 Plus #4 Material. %: 6 6 4 12 l"ABORATORY COMPACTION CHARACTERISTICS OF SOIL. (Proctor Testl: ASTM:D6S8-00, Procedure -N, (-#4 Basis) Maximum Dry Oensity, pcf: 116.8 116.8 116.8 118.8 Optimum Moisture Content, %: 14.6 14.6 14.6 12.9 COMPACTION TEST RESULTS! e Compaction, %: 97 Specified Compaction, %: Review of Test Resl.llts: Pass Pass Pass Pass REMARKS: Density tests are vafid at the locations and elevations of!he tests only. No representation is made. as to the adequacy of fill and compaction at locations and elevations other than those tested. The lB6t locations and the number of tests were selected by Twin City Testing. The camp lion t st res Its maat the project specifications In the areas tested. TESTED BY: q !.I,., V-" Jay Hanllon Staff Engineer (fY ~ G:12004ano\CONSTFWCTI0N\3D4032lD5-adoc cY ~ ...._ - 1""-' SIDrk ToMn CllyTestins coTpOtaUon 1& en operaUIlQ unltoed of S"'rk Mat<lllafs TecI1noIoRY a.v, AIT16tenfam, The Nll1her1and6, ------------- JUN-11-2004 09:52AM FROM-Wlnsmann Homos oJ UI'l-CJ~ G~c..-o' ... . . -.... 5519053578 T-552 P 008/017 F-2Z2 STORKII MaleriaIs Technology Stork Twin City Testing Corporation DATE: June 9, 2004 M3t.erlGI Testing .. NQn-Deatrucllve Testing Product ~valU8Uon . COhSIruction Malerials TO: Mr. Mike Vallez WllI1smann Homes RHS OffICe BuRdlng 1895 Plaza Drive. Suite 200 Eagan, MN 55122 Il62 CromwaU AVenue St Paul. MN 5514 USA Talsphone Telefax Weblslle (651) 1l4~1 (651) 65~7348 WWN,."'rklcl.com PR.OJECT: FOUNTAIN HII.l.S AMERICAN LIGHTING PRIOR LAKE, MINNESOTA PROJECT NO.: PAGE: DENSITY TESTS OF COMPACTED FIl.L 304032 1of1 Test Number: Date Taken: 9 5-7-04 Unified Soli ClasslfieaUon: ASTM:D2487~8, ASTM:02488-oG (Proctor Sample Number) Location: Clayey sand With a liWe gravel, fine to medium grained, Brown (Se)-1 Interior wall bacldil~ 4'S & 4'W of NE comer of addition Depth Below Slab Grade: 2' Depth Below Eltisting Grade: 3" FIELD DENSITY DETER.MINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basts) Dry Dens~y, pet. 116 Moisture Content, %: 11.6 Plus #4 Material, %: 12 lABORATORY COMPACTION ctIARACTERISTlCS OF SOIL (Proctor Test): ASTM:DS98-o0, Procedure -A-, (-#4 Basis) Maximum Dry Dern!lity, pet; 119.8 Optimum Moislure Conten~ %: 12.9 COMPACTION TeST RESUL T5: Compaction, %: SpeCIfied CompactIon, %: Review of Teat Results: Pass REMARKs: Density lests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of rdl and compaction at locations and elevations other than those tasted. The test locations and the numbar of tests were selected by Twin City Testing. The com clio t results meet the project specffications in ttui areas tested. TESTED BY: W7 ~,- Jay Hanson Staf1' Engineer 9 REVIEWED BY G:\2Dll4ane\CONST'RUCTI0N13D4D321D9.doc r-::____. Slork Twin Cltr Testil"Q Ccrporallcn is ~ OPllr.lijnq lI11ile" of SlQrk MamillIs TArhnnlnmt R v ~C"""'.'" ThQ ...fh.....A. - .---- --_."--.,.~--~~,--- JUN-11-2004 09:52AM FROM-Wonsmann Homos 5519053578 T-552 P009/017 F-222 JUN~~-~~~ ~I.~~ STeFl,..,- Materials Technology Stork TwIn City Tosting Corporation DATE: June 9, 2004 PROJECT NO.; 304032 PROJECT: FOUNTAIN HILLS AMERICAN LIGHTING PRIOR lAKE, MINNESOTA PAGE: 1 of 1 LABORATORY COMPACTION CHARACTERlSnCS OF SOil USING STANDARD EFFORT TEST Ml:THODS: ASTM:698-00, Standard Test Methods for Compa~tiQII Characteristics of Soli Using Slllndard Effort; ASThI:02481-98, Stanclarll PrectJce for Clas!Ilficatlon of Soils for Engineering Purp05es; ASTM:D2488-lJO, Standard Prac;tlca for Dll8CIipllon aI1d ldentlflcatlon of Solla Laboratory Number: S02070 Maximum Dry Density, pcf: 119.6 Sample Number: 1 Optimum Moisture Content, %: 12.9 Compaction Method: A Date Sampled: May 7,2004 Unified soa Classification: Clayey sand, flne !g medium grained, brown (SC) 122 117 10 11 12 13 f4 ~ 16 Moisture C ontent % ~h4~ ~., 'JI~ REVIEWED BvlN I,) """-.L ." Hawar Peterson M rk~~ht, P.E.~ Senior Engineering Assistant Pr~ect anager 121 120 'Ii a. ~ ~ ~ c 119 118 TESTED BY ;1:. -.~ -.q SlIlrk l\W1 OIly TesrinQ Corporation I. 8/1 opera~ns unl1lld of SlOlk MatsrlaI. Techl101cgy B.V.,l\IIIa_m, The ~ Na1h8llanda, WhId1 is . member of \lie S1Ilrk group JUN-1H004 09:52AM FROM-Wensmann Homo, 5519053578 T-552 P 010/017 F-22Z ,J UI'..-(.I:r-.::.c..o'U.... ... , . .- STO A M'" Materials Technology Stork Twin City Testing Corporation DATE: June 9, 2004 PROJECT NO.: 304032 PROJECT: FOUNTAIN HILLS AMERICAN LIGHTING PRIOR LAKE. MINNESOTA PAGE: 1 of 1 lABORATORY COMPACTION CHAAACTt;RISTICS OF SOil LlSING STANOARD EFFORT lEST METHODS: ASTM:698-<!O, Standard Test Melho<:ls for Compaction Characlsr1sl1cs of SoU Using SlaI1dar<:i ElIort; ASTM:D2487.e8. Standerd Ptadice for Classillcsllon of Sons for Enginserlng Purposes; ASTM:D2488-00, standard Practlce for Oesa1pl1on and IdentJfication of Soils Laboratory Number. 502199 Maximum Dry Density, pcf: 118,8 Sample Number: 2 Optimum Moisture Content, %: 14.6 Compacillon Method: A Date Sampled: May 7. 2004 Unified Soil CIa9slflcallon: Sandy lean clay, brown (eL) 119 115 14 15 Moisture Content, 0/0 1 17 118 117 'tl Q. f '" ., Cl ~ Cl 116 114 12 13 TESTEDBq{~ J an60n Sid Engineer REVIEWED BY: jjI: ~- stork Twin CltyTesllng CorparalJon Is un 0peI8tl/Jg unI~d of S1Prk Mal/lr1ll1s Technology B.V.. Amstenlam. Tbe "f:' Netherlands, which 10 a member of 1he Slxlrk glOUfl ---------~~--~------- JUN-II-2004 09:52AM FROM-Won,mann Homos JUN-~~-~~~~ ~I.~~ 6519053578 H52 P011/017 H22 STORK" Materials Technology Stork Twin City Testing Corporation ~81 Testing' Non-O.'Vuctive Testing ProdUCt EvalU8lion .. CDnstrUction Materiabi DATE; June 9. 2004 TO: MR MIKE VAlLEZ WENSMANN HOMES RHS BUILOING 1895 PlAZA DRIVE, SUTTE 200 EAGAN, MN 55112 PROJECT: FOUNTAIN HIlLS AMERICAN LIGHTING PRIOR LAKE. MINNESOTA all:! CromwoU Avenue SI Paul. MN 55114 USA Telephone : (651) 645-3601 Te1efaJ< : (651) 659-7348 Wobslte : www.stGrkt<:tcom PROJECT NO.: 304032 PAcE: 18f1 TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C17~9, Sampling Freshly Mixed Concrele; ASTh1:C143-00, Slump of Hydraulic-Cement Concrete; ASTM;C231~7, Air CQntenl of Freshly Mixed Concrete by the Pressure Mathod (Air Meter Number C2BB); ASTM:C31.o0, Making ancl Curing Concrete Test Specimens In the Field FIELD DATA: Date of Test: Mil< Deslgrl3lion: Location of Placement Method of Placement T 0131 Yaros Observed: Weather. COna:ele Supplier: Field Technician(s): 516104 4067 FoundaUon wall. Grtlllines 9-6.75,1: 8.75,1-2: A-B.75, 2- Pump 10 Sunny, B50F Cernstone M. Laundry II sts d TI1a fo ~owina te were Derforme at 1I:Ie 1ruck exce I all noted: TIme of 'trudc: Slump Air CoDlont Concrate CylInd..... Wiler PlaalIclur Testo N\lII1118r (In.) (%) T8IDP. (-I') Caet M<:Ie4(gal.) Added llPLJ 1:30pm 385 4 2.0 ll8 1(M1) - - ." '. ProJ8<t Sp8tlt. MIn. - N1A Max. 4 , REMARKS: The concrete lest cylinders were temporarilY lllored at the project and then submltlad to our laboratory for moist curing and compression testing.. Compression test rasults wm be reported lleparalely, as they become available. TESTED B~ ~~ o/1fi- M undry Engineering Assistant REVIEWED BY: G:120Il4cmBlCONSTRut;T\0Nl3040321P1.D9C - Fl.'" 'no."" rih. T'Utllnn ri'llT'r!"'llilfinn ift IVl orrplinn llflftrtf~ u......lr T~,._I:lI' "_......--..,..,. ----.---,_"._~.4~"__'_._.'_ ,. --- --- --~ --- --~- JUN-1'-2004 09:52AM FROM-Wonsmann Homls ,Jl".Il" c.JJ c.,............. -. __ 5519053578 T-552 P012/017 F-222 STOAI';QI Materials Technology Stork Twin City Testing Corporation DATE: June 9, 2004 Malarial Te9tinQ - Non-Oe./ructive T..UJ'19 Product Evaluation. CQnDtNclion MalarJalo TO: MR. MIKE VAL1.EZ WENSMANN HOMES RHS BUILDING 1895 PLAZA DRIVE, SUITe 200 EAGAN. MN 55112 PROJECT: FOUNTAIN HIL.L.S AMERICAN LIGHTING PRIOR LAKE, MINNESOTA 662 crom....U Aven.e Sl Paul, MN 55114 USA Telephone , (651) S4S-361l1 Tolef8x : (651) 6SH348 Websilll : www.slDr1<Ict.a>m PROJECT NO.: 304032 PAaE. 1 u1 I TESTS OF PLASTIC CONCltETE TEST IIIEn10DS; ASTM:C172-99. Sampling Freshly Mil(ed Concrete; ASTM:C143.oo. Slump of Hydraulic-cement Concrete; ASTM:C231-97. Air COntent of Freshly M"lXlld Concrete by the Pressure Malhod (AIr Meter Number 5376 ); ASTM:C31-QO, Making and Cllling Conaete Test Specimens In the Field FIELD DATA; Dale ofTes\: Mix Designation: Local1on of Placement: Method of Placement: Total Yards Observed: Weather: ConcAlte Supplier: Field Technician(s): 5/1 0/04 4061 Slab on grade for addition at SW comer of Fountain HGls Buading Pump 36 Cloudy, 610F Cemstone J.Hanson The followln tests ware [erformed at the lruck ----t as noted: 'rim. of Truck Slump Air Cclnlllnt COIlCfele Cyllndero Wamo- Plutlclnr Tom Number (In.) (%) Temp. (oF) CUt kl<:led (\IlII.) Added 1lI11l,) 8:2Il:om 3S5 4 1.8 88 2(Ml) - - --,- PfOj.ct 8pet'J. MIl. 2 N1A Max. 4 REMARKS: The c:oncrete test cyllnd~ were temporarily stored at the project and then submitled to our laboratory for moist curing and compression testing. Compression test res Its will be reported separately, as they bllCtlme avallable. TESTED BV:W"", ~ RIN\EWEDBY Jay Hanson Ma k s Staff Engineer Pro eel G:I2OQo\ano\CONSTRUCTIONl304032IP2..DOC . ::II: .,__ .....".,~ SlIlrll Twin ,,~V ral\l"!l COrpcru1icn is.n .p"l1l1Jng ""~ OlSlori< MO\~'ialH_loov 8,V.. _ Th. ---_.~----'-------~"--,_._~~------------- -- JUN-11-2004 08:53AM FROM-Wonsmann Homos JUN-~'::f-~i!1ll.1"'t J. r."\':.1 .... -,,,. , STOR!,",," Materials Technology 55190535T8 T-l52 P 013/011 F-222 Stork Twin City Testing Corporation DATE: June 9, 2004 Material Testing' Non-Oe.lnJl:II.. Testing Pl'tlctucl Evaluation. Con!lNelion Materials TO: MR. MIKEVALI.EZ WENSMANN HOMES RHS BUILDING 1895 PlAZA DRIVE, SUITE 200 EAGAN. MN 55112 PR.OJECT: FOUNTAIN HII.LS AMERICAN LIGHTING PRIOR LAKE, MINNESOTA 662 Cromwe" A.venue S~ Paul. MN 55114 USA Telephone: (651) 645-3601 Telerax : (651) 6510-7348 Websita : W'MY.slOri<lol<orn PROJECT NO.: 304032 PAGE: 1 of 1 COMPRESSIoN TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification; Dale Cast Age 10 be Tested, days: Slump, in. (ASTM:C143-00): Air Content. % (ASTM:CZ31-97): Location of Placement Specified strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: laboratory Number: Diameter, in: Height, In: Area. sq. in: Date Received: Days on Job & Enroute: Days 1.1Ib Cured (ASTM:C192-00): Dale of Test Time atTest Type of Fracture: Load at Failure. Ibs.: Comprellsive Strength, psi: 1A 16 1C 10 5/06/04 5/06104 5/06104 5/06104 7 28 28 Hold 444 4 2.0 2.0 2.0 2.0 Foundatlon wall, Grid lines B-8.75,1; B.75, 1-2; A-B.7S, 2 4000 4067 CemstDne M. Laundry ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM;C1231-99, standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 20102-A 6.01 12,0 28.37 5/07104 1 6 5/13104 8:35 am ~~ ~ 2.0102-B 6.02 12.00 28.46 5/01/04 1 27 6/3/04 10:45arn Shear ~ 20102.c 6.0 12.00 28.27 5/07104 1. 27 6/3/04 4:25pm ~ ~ 20102-D 5/07/04 1 Hold REMARKS: Th~ 28-day compression test results meet the specifl~ sire REVIEWEDBQ, ~'._O/I1;R.. Mik:e L:aundry Engineering Assistant \\1W1NCITIES_NW5ISYSIBMCI20D4<:me\CONS'TRUCTlON\304C3Z\2Q102 se11.00C =-= ~._ _, -. ~lnrIf T'ttin Il"IlY ToaVnq 9</rpc_n I..n oporollni "nil of Slorl: t.lalllriol~ Te<;MOIoo> a.v.. A,a.I,,"",", ThI' JUN-11-2004 09:53AM FROM-Wensmann Homos ..l.....,~... "-_, .... __ STORr"';0 Materials Technology 5519053578 T-552 P014/017 F-222 Stork Twin City Testing Corporation DATE: June 9, 2004 MlI\erisl Testing . N..,.Des~ucti"" TesUng Pradl.lct Evatua6:on . Consbuction MaterlalG TO: MR. MIKE VALLEZ WENSMANN HOMES RHS BUILDING 1895 PLAZA DRIVE. SUITE 200 EAGAN, MN 55112 PRoJECT; FOUNTAIN HILLS AMERICAN LIGHTING PRIOR LAKE, MINNESOTA 862 Cl1lmwell Avenue St Paul MN 55114 USA T.lep~one : (BS1) 645-3601 T.1afa. : (651) B59-734B Wllbsite : www."tcrkt.clcom PROJECT NO.: 304032 PAGE: 1 of 1 COMPRESSION TESTS OF COMeRaE CYLINDERS FIELD DATA: Job IdentilieaUon: Dale Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): location of Placement: Speclfied strength, pst M'IX Designa~on: Concrew Furnished By: CylindBtS Cast By: TI:ST METHODS: 2A 28 2C 2D 5110104 5/10104 5/10/04 5110/04 7 28 28 HOLD 4 444 1. 1. ,~ 1~ Slab on grade for addItion at SW comer of Fountain HlIIs Bldg 4000 4061 Cemstone J. Hanson v ASTM:C39-01, Standard Test Method for Compressive strength of Cylindrical Concrete Specimens: ASTM;C1231-lle. Standard Practice for Use of Unbonded Caps in Determinallon of Compressive Strength of Hardened Concrete Cylinders TEST RESULTS: laboratory Number: 20136-.6. 20136-8 Diameter, in: 6.00 6.0 Hel.ght, in: 12.00 12.0 Area. sq, In: 28.27 28,27 Dale Rec:eived: . 5112104 5112/04 Days on Job & Enroule: 2 2 Days Lab Cured (AS1'M:C192..QO): 5 26 Dale atTest 5117/04 617104 Tune atTest 8:20am 8:10am Type of Fracture: e ~ Load at Fa~ure. Ib$.: 87 ~ Compressive Strengll1. psi: 4700 5470 ReMARKS: The 28-day compression test rasulls meet the specified sl ~EWEDBQL Jay ~ son Staff Engineer 20136-0 5112/04 2 Hold REVIEWED BY: Nla Pro F:\BMC\2004aneICONS'mUCllON\304032\20138 selZOOC --.----------- ------- ~--."..._ SIoIkT.nnCilyTesllngCorpol8tlonleanolllllilinauimnfffinrl<MAlPrIa!nQrhn"..,.,AlI ^m_M To. JUN-l1-1004 09:53AM FROM-Wonsmann Hom,s 6519053578 .....I'~... _. -. -- STOAfA1" Materials Technology T-552 P 015/017 H22 Stork Twin City Testing Corporation DATE: June 9, 2004 MaIllrlal Testing, Non-Destructive TIlSting Product. Evaluation. Conslruc:lion MaterialS: TO: MR. MIKE VALL.EZ WENSMANN HOMES RHS BUILDING 1895 PI.A2A DRIVE, SUITE 200 EAGAN. MN 55112 PROJEcT: FOUNTAIN HILLS AMERICAN LIGHTING PRIOR lAKE, MINNESOTA ll62 CrllmweU AV8l1UO Sl Paul, MN 55114 USA. Telephooe : (651) 64S-3601 Telelol< : (651)65!H34S WebsifO : www.slDl1dct.com PROJECT NO.: ;304032 PACE: 111f , COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA: Job Identification: Date C3st: Age 10 be Tested, days: Type of Sample: Location of Placement: SpeOOied Strength, psi: MIx Designation: Mix Fll1'nlshed By: Cylinders Cast By; 1A 1B 5111/04 5/17/04 7 28 3- l( e- mor1Sr cylinder 12" Block wall, east wall of addllion, elevation: 100' -108' ./ 1800 TypeS Spec; Mix #1456 J. Hanson TEST MEnlODS: 1C 5117104 Hold ASTM:C78G-OO, Standard Test Method for Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrel8 Specimens TESTP~AUlTS: Laboratory Number: 20202-A Date Received: 5120104 Days on Job & Enroute: 3 Days Lab Cured (ASTM:C192-00): 4 Date atTest: 512-1/04 Time atTest: 3:00pm Area, sq. in: 7.07 load at Failure, Ibs.: S:?O . Compressive Strength, psi: 19aO REMARIq: Test results will be re 8d as they become avaaable. 20202-B 5120104 3 25 6114104 REViEWEDsq1 ~- - Jay son Staff Engineet' 20202-G 5120104 3 Hold REVIEWED BY: F;\SMC\2004cmIl\CONSTRUC'Tl0Nl304032121l202 oel1.DOC ;E ......__ $lDri< Twin Cil1 Tesdog Ce'l"''''~n 1$ an operatin9 ..Ilor SIori< 1o\SOl",L, HtllnQlogy a.v.. """"""",,m n., ------~--"- -------,-,...----...-.---.--..-...- JUN-11-2004 09:53AM FROM-Wonsmann Homos STOA"';~ Materials Technology 5519053578 T-552 POIBIOI? F-ZZ2 Stork Twin City Testing Corporation DATE: June 9, 2004 TO: MR. MIKE VALlEZ WENSMANN HOMES RHS BUILDING 1895 PLAZA DRIVE, SUITE 200 EAGAN, MN 55112 PROJECT: FOUNTAIN HILLS AMERICAN L1GIiT1NG PRIOR lAKE, M\NNESOTA Ma!llrial Testing. NOn-Oeslructivo T..'ing Pradud ~ualJon . Conslrucll.n Materials flll:2. Cl1l,""",U AlIOnUe SL Paul, Mill 55114 USA Telephone: (651) &45-3601 TeJeI'ax : (651) 8SSl-734B W.llsl18 : WIVW.<1Or1<lct.com PROJECT NO.: 304032 F' AGE:~ 1 af 1 COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Idenlificatian: DalB Cast A{Je to be Tested, days: Type of Sample: Slump. In.: Locallan of Placement Specified Strength, psi: Mix Designation: Mix. Fumlshe<l By: Prisms Casl By: 1A 18 1C 5117/04 5117104 5117/04 7 28 Hold 3~' x 3W' NomInal grout prism 7 12' BIDoI( wall core fill and bond beam. east wall of addltlon. Elevation 100'-108' 5000 4768 Slte mix J. Hanson TEST METHODS: ASTM:C1 01lHlO, Standard Test Method for Sampling and Testing Grollt: ASTM:C617-9a, Slandard Practice for Capping Cylindrical ConQ'8ta Specimens 'lEST RESULTS: Laboratory Number: 20203-A. Date Rel:elved: 5120/04- Days on Job & Enroute: 3 Days Lab Cured (ASTM:C192-o0): 4 Data of TeGt 5124104 Tlme of Test 2:00pm Area, sq. in: 12.87 Type of Fracture: Shear Load at FaUure, lbe.: ,~ Coll1prasslVe Strength, psi: ~ ~S: Test results will be reported as they become avaHable. REVIEWEDU/ I~ Jay Hanson Staff Engineer 20203-8 5120104 3 25 6117104 20203-C 6/20104 3 Hold F:\BMC\2004a"elCONSTRUCTloNl3040321GROUT PRISMS 98t1.0OC Rev. 04103 iFa&r\""'~ Slo",TwlnCilrTOSII"9Ccrpar8liC1l"'.nopooaG"RUI\~Qf~rI\_rill.T"':,,"nlMvRV .............-- ---..---"------..-.-. JUN-11-2004 09:53AM FROM-Wonsmann Homos E519053678 T-552 P 017/017 F-222 STOR!.;'" Malerials Technology Stork Twin City Testing Corporation DATE: June 9, 2004 _31 Tooting' Non-Deotruclive Tes6"" Producl. Evslll8.tion . Ccn&\!'UCtian Ma.terials TO: MR. MIKE VAllEZ WENSMANN HOMES RHS BUILDING 1895 PLAZA DRIVE, SUITE 200 EAGAN, MN 55112 PROJECT: FOUNTAIN HILLS AMERICAN LIGHTING PRIOR LAKE, MINNESOTA 662 CroIIlWelj Avenue 81. Paul, MN 55114 USA Telephone : (&51) 645-3601 Tolela. : (651) aSS-734B Wabsite : W\WJ'.stDrktclcom PROJECT NO.: 304032 FASt. \,,(1 COMPRESSJOt.l TESTS OF GROUT PRISMS FIELD DATA: Job ldenllneatlon: Dais Cast Age to be ,. ested. da~: Type of Sample: Slump, In.: location of Placement: Specllled Strength, psi: Mix DesignaUon: Mix Furnished By: Prisms Cast By: 2A 2B 5120104 5120104 7 28 3W x 3%- Nominal groul prism 7 Bond beam, east wall of addition. Elevation 120' 3000 4768 5ltemb( J. Hanson 'TEST METHODS: ASTM:C1019-00, S1andard Test Method for SampUng and "Testing Groul; ASTM:C61NI6, Standard Pract1cefor Capping Cylindrical Concrete Specimens TEST RESUL T5: Laboratory Number. Dale Received: Days on Job & Enroute: Days lab Cured (ASTM:C192~0): Dale ofTesl: Time of Test: Area, sq. in: Type of Fracture: Load at Failure, lbs.: Compressive Slren9th, psi: 20278.A 5124104 4 3 5124104 2:00pm 12.87 Shear 33580 2610 20278-8 5/24104 4 24 6117104 20276-C 5124104 4 Hold REMARKS: Test results will be reported €IS they become available. REVIEWED By:Qr ~ Jay Hanson Stalf EngIneer F:'BMC\2004ane\CONSTRUCTI0N\3O<<132IGROVT PRISMS flet ,DOC ------~,._._----~- TOTAL P.16 JUN-II-Z004 09:51AM FROM-W8nsmann Homos JUN~~~~~~ ~r..t 6519053678 T-552 POOZ/017 F-ZZZ STOAI'"10 Twin City Testing Corporation 662 Cromwell AvenW!, St Paul, MN 55114-1776 (651) 645-3601, FllX: (651) 659-7348 FACSIMILE MESSAGE TO: FROM: 16 Page(s) Including Cowr 1651l645-3601 Phone Number Mr. Mike Vallez Name Wensmann Homes Company/Branch 16511 90&-3678 Fax Number Mark Stral h Name June 9. 2004 Date /651) 406-4400 /651l 6&9-7348 Phone Number Fax Number Soil Observation and Concrete and Masonry Testing report for the Fountain Hills American lighting Addition. Visit our web-slte at www.twil.1citytesting.com CONSTRUCTION MATERIALS ENGINEERING CONCRETE TESl1NG . REINFORCING STEEL INSPECTtOIl\. MASONRY TESTING MASONRY lNSPECTtON - LOAD TESTS. FOREII\SIC ANALYSIS. STONE TESTING ANCHOR TES11NG - MORTAR MIX DESIGNS . ASPHALT AND CONCRETE CORING. ASPKAL T NUX DESIGNS WATER VAPOR TRANSMISSION TESTING. ROOF INSPECllON AND TESTlNG . CONCRETE MIX DESIGNS INFRAAED ANAlYSIS. ON-$lTE OB$ERVA110N. FIELD TESTS. LABORATORY TESTS Cost Effective. State-Of-The-Art . Innovative The documents ar.comp:anying this tel8CQpy tranBmiatsion ccntain c:onfldenllallnfDrmatlon which Ie l"!Ialty privileged. The information ie intended only for the use of the recIpient named above. lfyou have rec;elvoo this In error, plaase notify us immedJa18ly 31651-645-3601, 3/ld we will arrange for retum of the documents. You ana hereby notllled thal3/lY disclosure, copying. dlstributlon. or th.. taking of any action 'n reliance on 1M conlients of the l8Iecoplud Information Ie strictly prohlbltt!d. --_._---~.~-,.,~-_.._-_._~_.__.. JUN-11-ZOO4 09:51AM FROM-Wonsmann Hom JUN-~~-~~~~ ~r..L 6519053578 T-55Z P003/017 F-ZZZ STCAK~ Materials Technology DATE: June 9, 2004 Stork Twin City Testing Corporation PROJECT: Mr. Mike Vallez /' Wensmann Homss RHS Building 1895 Plaza Drive, Suite 20D Eagan, MN 65112 FOUNTAIN HILLS AMERICAN LIGHTING PRIOR LAKE, MINNESOTA MeterialTes(jng - NQr\-Ooalructive Te:l.lng Protlud Evaluallall . Con&tn.lction Materbll6 TO: 662 Cromwell A"""ue 51. Paul. MN 65114 USA Telephone : (651) 645'3601 T e\elax : (651) 6$07348 Websil8 : www.storklctcom PROJECT NO.: 304032 PAGE; 1of3 SOIL OBSERVATION AND CONCRETE AND MASONRYTESnNG ~ODUCTIONl . This report presents the results of our observation and testing of the soli. cOncrete, and masonty components (Le. grout and mortar) for the addition to the Fountain Hills American Ughtlng building in Prior l.ake, Minnesota. Our work in the field was authorized by you on May 6, 2004. Our scope of services was limited to the following: 1. Observe the soils exposed within the mass excavation for the proposed building addition on an Intannittent basis. 2. Perform shallow hand auger borings to aid In judging whether the exposed solis are suitable for support of the anticipated building loads. 3. Perfonn intermittent compaction testing of fill soils placed to establish final grades. 4. Perform intermittent testing of site concrete placements (i.e. foundation walls, slab) for the building addition. 5. Perform compression testing of masonry components (i.a.. grout and mortar). CONCkUSIONS: Based on our observations and hand auger borings, It is our opinion the soils exposed within the completed excavations for the planned building addition com;isted of sandy lean clays and clayey sands. These solis were Judged suitable for support of the anticipated fill and foundation loadings of 2500 psf. The compaction tests results meet the project specifications of 95% Standard Proctor density In the areas tested. ~OJECT INFO",ATION: The proposed ~uilding addition extends off the southeast comer of the Fountain Hills American Lighting building in Prior Lake, Minnesota. We understand the approximate overall dimensions of the building addition to be 35' x 60'. We further understand that the footings will be placed such that to match those of the existing building. The iE == taac.tnQ S\Oftl. TWin C1I:yTeaclng Corporation Ilsn ooeming urJtafSmrk~tI:lrta.lsT""ncll:91 av.. Arn&le""m. Th. 11,11 r I .1.' ..' ~-----_.------~_.,_._._--~. -------~~ _..~-~- ----~ JUN-II-Z004 09:51AM FROM-Wensmann Home: 5519053578 T-55Z P 004/017 F-ZZZ .,il".ll"l (,I'" ~..._ .., _. STORK'" MaterialsTechnology PROJECT NO.: 304032 Stork Twin City Testing Corporation DATE: June 9. 2004 PAGE: 2 of 3 footings wlll be placed to provide normal fro exert a net allowable soil bearing pressur depth and were designed to ds per square foot (psf). On May 6 and 7, 2004, soil engineers and technicians from our firm observed the salls exposed during the mass excavation for the proposed building addition. At the time of our first site visit the footings for the building addition had already been placed_ We performed several shallow 31i' hand auger borings adjacent to the footings into the sUbgrade for the building addltlon. The observed soils and those retrieved by our shallow hand auger borings were visually and manually classified in general accordance with ASTM:D2488, and estimates were made of their strength properties. The exposed soils, in the observed areas, were judged to consist of sandy lean clays and clayey sands with various amounts of gravel. The sandy lean clayS were of firm consistency and the clayey sands were medium dense, based on the resistance estimated by our hand auger probes. The observed soils appear suitable for support of the fill and 1./ structural loadings. On May 6 and 10,2004. engineering technicians from our firm performed plastic concrete testing. The results of the tests are attached to this report. COMPACTIQN TESTING: Nine (9) soil compaction tests were performed within compacted fill placed to establish the planned slab grade for the building addition. The compaction tests were evaluated according to the Moisture Density Relation of Soli as deslgnatec! by ASTM: 0698-00 (Standard Proctor). The results of the tests, which are attached, Indicate the reco!"meo.ded comDaction V level of 95% of the Standard Proctor was attained forihe bullding pad areas. COt<lCRETE AN)) MASO~RY TES~ Attached are plastic dally sheets documenting testing and sampling of plastic concrete placed between May 6 and 10,2004. Our engineering technician performed tests for slump of the concrete mixture (ASTM: C143), air content of the concrete mixtUre (ASTM:C231), measured the temperature of the concrete, and cast the necessary concrete cylinders for the pUTPOse of compressive strength testing. The field tests were taken prior to concrete placement unless otherwise noted on the attaChed sheets. The results of our field testing of plastic concrete is shown on the attached dally report 10nns. This report also indicates the concrete mix design, the concrete supplier, the location of concrete placement, and the method of concrete placed. Concrete test cylinders were temporarily stored at the project and 1hen submitted to our laboratory for moist curing and compressive stl'9ngth testing. The results of our :I: ",,., ~nnnm 9\;lril T\OIo 'City T..unp Ccrpolll\lan LJ ~n oQ1lllUna unil cl Slolk Ma\8I1III. Tftr.hnnlM. R V Am._.. ThP ------------..------ JUN-11-Z004 09:51AM FROM-Wensmann Hom.s 55190535T8 T-55Z P005/017 F-ZZZ J ur''l-a:::r-cl:,.l'CJ"'''t' .. , . ... I 5Te FI I";'" Materials Technology Stork Twin City Testing Corporation PROJECT NO.: 304032 DATE; June 9,2004 PAGE: 30f3 compressive strength testing are al60 attached. As future compressive strength results become available, they will be forwarded separately. Samples of mortar and grout were cast in the field and latar transported to our laboratory for compressive strength testing. The results of the compressive strength tests are attached, REt,1ARKS: It must be recognize that we do not practice in the field of surveying. Therefore, we must rely on elevatIon and location infonnation provided by others. If the construction is redesigned or otherwise moved subsequent to our work, we should be infonned so our firm can assess if additional engineering observation Is required or suggest engineering altematlves. If you have any questions or If we can be of further service, please do not hesitate to contact us at (651) 659-7447. Very truly yours, STORK lWlN CITY TESTING CORPORATION Jay Hanson Staff Engineer Attachments: cld~ Senior Project Engineer' 1-DelUlity Tests of Compacted Fill #1-#9 (3 pages) 1-Moisture Density qurves #1-#2 (2 pages) 1-Tests of Plastic Concrete (2 pages) 1-Compresslon Tests of Concrete Cylinders, Sets #1-#2 (2 pages) 1-Compression Teats of Mortar Cylinders Set #1 (1 page) 1-Compresslon Tests of Grout Cylinders, Set #1-#2 (2 pages) "'CJ7~ iE ....._....... SIOr1< ToM CiI1 Tooling o>rpo_n Is:an .pelBtill8 unll of _. M"'~ll1s Tochnol"HV a.v., ~W'lem,ll1e /'- JUL-IZ-l004 01:01PM FROM-Wensmann Hom.~ 651905,678 T -Ell ,< -- . ,; . 5!; ~ s.:~ i "?I! ;.<. ~ei <t : 1\ ~ ~ i -~ . . . . ~ ~;f~ II ---.- ~ -I ----- - ,,\ s o ~ [ ...1...-_- __ ---- -.-----.-- P003l00, H98 " .. j: ": I, " :i~f.: ~ 0 .-" l~ ...!:7 , :11' , 'i:;i: 'l: ," f ;;>~ ~j!:\:: <:: Ii ...... ;:i ,- I ;1~~I.j 1!:~ " 33 ~'u ~~...~ ~. " - ~ . . ~ .~ - , ~ 6 ~ 6 ::i <l <J t:!.. - . .. .' :~ l \ , \iih ...~ \ ~ ~;:~': g . r lj.! -:" i ,,,t r ., .. ! ~ l . ~ .. '" z ~ l- ~, "" " w . " , 3 o ~ -) -.---.--- JUL-1Z-Z004 02:02P~ FROM-W8nsmann Horn., 5519053E7i ~\~j :it \__J --1r~\ ,Jr]. .-/" ; ~lf,!; !" ~s;~~ 1..1 '" ~.. t! := ~~~;~ , :,;h~ -- : -~..:;,;- ~. .> ,; ~ H13 P 002/003 Hii I" - I I - ,:;~ ~tL i\J;J:' ~., .< ." '" ~ ~ ~ €~~~~ ! ~8~~ ~\ 1 HiI -. ll'\ ~ -; ~ 1" "' ~; ..I:; -< ~ 1; ~ r- I ~ ~r ---'r ~ -~ ~ ~ ~ - - - l:J ., " l : : " : . '" \7L ~ , . s ~ ~ i oote. -~~._. p, . .-.111 -:VI I . 5lfT.oR'. l~~l . ---. _.-- --- ~ .. '" ~ ~ ~ s . . E g~~ ': ~;* ~' ~ ~- ~,~ .. ~r; 'i9 'i;' ~ . :::::-~ , ~ 0'; ~ ~ ~ ~~ g; ~s. .: ;~ e.e.. - ;; :1 ~ ~. " . ---- . .): ~i .. ,. .e. :; :~ _'_M- ---. -~ MEANS OF EGRESS I 5. Changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 and R-3 occupancies do not require handrails. 1009.11.1 Height. Handrail height, measured above stair tread nosings, or finish sUlface of ramp slope. shall be uni- form, not less than 34 inches (864 mm) and not more than 38 inches (965 mm). 1009.11.2 Intermediate handrails. Intermediate handrails are required so that all portions of the stairway width re- quired for egress capacity are within 30 inches (762 mm) of a handrail. On monumental stairs, handrails shall be located along the most direct path of egress travel. 1009.11.3 Handrail graspability. Handrails with a circular cross section shall have an outside diameter of at least 1.25 inches (32 mm) and not greater than 2 inches (51 mm) or shall provide equivalent graspability. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6.25 inches (160 mm) with a maximum cross~section dimension of2.25 inches (57 rom). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 1009.11,4 Continuity. Handrail-gripping surfaces shall be continuous. without interruption by newel posts or other ob- structions. I Exceptions: I. Handrails within dwelling units are permitted to be interrupted by a newel post at a stair landing. 2. \\'ithin a dwelling unit, the use of a volute, turnout or starting easing is allowed on the lowest tread. 3. Handrail brackets or balusters attached to the bot- tom surface of the handrail that do not project hori- zontally beyond the sides ofthe handrail within 1.5 inches (38 rom) of the bottom of the handrail shall I not be considered to be obstructions and provided funherthat for each 0.5 inch (13 mm) of additional 4;;ail perimeter dimension above 4 inches (102 f\ J ), the vertical clearance dimension of 1.5 ~ \1.> inches (38 mm) shall be permitted to be reduced by ~ 0.125 inch (3 mm). r.lD,:l' 1009.11.5 Handrail extensions. Handrails shall return to a ,.,'\ U'"'.J wall, guard or the walking surface or shall be continuous to \ ~ '1 of an adjacent stair fl' ere han s are not continuous between ights, the handrails shall extend horizontally at least 12 inches (305 rom) beyond the top . s and continue to slope for the depth of one tread beyond the bottom riser. Exceptions: 1. Handrails within a dwelling unit that is not re- quired to be accessible need extend only from the top riser to the bottom riser. 2. Aisle handrails in Group A occupancies in accor- dance with Section 1024.13. 1009.11.6 Clearance. Clear space between a handrail and a wall or other surface shall be a minimum of 1.5 inches (38 rom). A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. - 206 1009.11.7 Stairway projections. Projections into the re- quired width at each handrail shall not exceed 4.5 inches (114 mm) at or below the handrail height. Projections into the required width shall not be limited above the minimum headroom height required in Section 1009.2. 1009.12 Stairway to roof. In buildings four or more stories in height above grade, one stairway shall extend to the roof sur. face, unless the roof has a slope steeper than four units venical in 12 units horizontal (33-percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. 1009.12.1 Roof access. Where a stairway is provided to a roof. access to the roof shall be provided through a pent- house complying with Section 1509.2. Exception: In buildings without an occupied roof, ac- cess to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet (1.5 m') in area and having a minimum dimension of 2 feet (610 mm). SECTION 1010 RAMPS 1010.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: I. Other than ramps that are part of the accessible routes providing access in accordance with Sections 1108.2.2 through 1108.2.4.1, ramped aisles within as- sembly rooms or spaces shall conform with the provi- sions in Section 1024.11. 2. Curb ramps shall comply with ICe A1l7.1. 3. Vehicle ramps in parking garages for pedestrian exit access shall not be required to comply with Sections 1010.3 through 1010.9 when they are not an accessi- ble route serving accessible parking spaces, other re- quired accessible elements or part of an accessible means of egress. 1010.2 Slope. Ramps used as part of a means of egress shall have a running slope not steeper than one unit vertical in 12 units horizontal (8-percent slope). The slope of other ramps shall not be steeper than one unit vertical in eight units horizon. tal (12.5-percent slope). Exception: Aisle ramp slope in occupancies of Group A shall comply with Section 1024.11. 1010.3 Cross slope. The slope measured perpendicular to the direction of travel of a ramp shall not be steeper than one unit , vertical in 48 units horizontal (2-percent slope).'j!' 1010.4 Vertical rise. The rise for any ramp run shall be 30 1'1 inches (762 rom) maximum,c,il 'j. 1010.5 Minimum dimensions. The minimum dimensions of means of egress ramps shall comply with Sections 1010.5.1 through 1010.5.3. 1010.5.1 Width. The minimum width of a means of egress. ramp shall not be less than that required for conidors bY Section 1016.2. The clear width of a ramp and the clear; 2003 INTERNATIONAL BUILDING CODe~' T :;1 .. r: ~ fT ~J II ~ 5 I:>, , ~ w II z ~ ~ .: :;: '-' ~ ~ : "" II '" u I . S ~ I' , z H w 0 [jl I ,y- ~ -"" ~ .1 .Iltl ,rltl , ". ..... g.: ::.~ Z~ " -. s s.:;. . -; .- :;';' [~ ~ "' ? ::~ - .. ~ '-' :~ . " ,,~ '. " ~~ ,;;.s .t A.'-C-.1!ll .;Ill:? ~.. i ,1II1t-.1 .alII . .~,I ~ '- ~ . Z06-= 500/500'd I 8l9E505159 ~ 2 ~ . ~.~ ~~ 7tTT~4;VI'_ ..': r' ;~ ' ~ ~e I c- ,till ../t~.r-';..8III'~('l " .IVIL ." . " ,. ~ ~ j; ... ;:; ~ So .! 5 ~ l:.&Il ,..,I:,....lll.':..O.JI,,~,I' s ~ '" ~ ~ l:;'! ~i , e >, ~g .,/t ".~."I/\ ~. 'US b) ~, SBWOH uuewsu.M-MO~= ~ ~ Ii ~ ~ -I' ~ la; ~ ~~'! ; ~! ~I ~I ~! ~~I~H ~ -c ...! ~ ~ ~' i ~ ,.:_.1 is i ~ g ..'" = ~ ~ e ~ ~a ~ ~"I ~~ ~ 13 ~ 12 2 i ~ ~ !j~,~~ . ~ . ,>, ,.. . . !! . ^ 7 a . ~ ( ~ ~ " I W :z o ~ ~ i< .. ~ ~ .... " . S ~ - ~ ~ '" ~ . "1 - ., I " " ;, ;, '" . - ~ '" ~ ~ ig Ie ~ ::; g '" '" '" .. " co ~ ~ ~ " ~.~ ~ ,:: " - - ,. ~. ~ ~ ~ '" ~ ~ - s e ,,~ - .~ ~i -. :s '" ~~ ~~ ~~ ';iE ....e ;;:iil ~- ~g =~~ r:o,v.i!5 ~~!3 ~ ~... ~!s. :1- >;!I'" - : ~/L: .J!I: .:Ilr .Vlt 5 ;; .' ~ :a ~i '" ;; - - - . 5 ,.. ~dlO: 10 07/07/2004 08:28 5128704789 ARMOR SECURITY INC PAGE 01 FAX TRANSMITTAL From: ~'./"'-c.... /' :r- -<C rl J ;,. , GENE AL OFFICES & SHOWROOM 2~1 STEVENS AVENUE SOUTH II MINNEAPOUS, MN 55408 I PHONE: 812.870.4142 FAX: 812.870.4789 f : hltp: l/wwwarmorsecurlly.aom E-. /'lIL: pros@armofsecurlty.com :1 II II :1 I I To: 12.<.// If", p~"h,-Cy Date: 7' ~)Vf 0<-1 . RE: '1- ;2.3<6 Number of pages (including cover sheet): .g Comments: NOTICE The infonnation contained in this facsimile is pt"/vilcgC'd and cnnfict.e:ntia,l, il,'~dl::d only for the used ofthe party sted above. If you ore not the imended recipient or the employee or agent responslble for delivery to the intended recipient, anydisc10EiUJ ,copying, or distribu~on ofthi, communical1on is strictly prohibiled. If you have recOIved this tr.nsmlssion \0 mor, please no . fy uS i=diately by tele.phone, and return the original message to {It thl!: above address using the US: Postal Service. Thank you 'I ,I I . U.L. USTED Al.ARM SYSTEMS. CENTRAL STATION MONITORING' ACCESS CONTROL SYSTEMS' SURVEILLANCE CAMERAS. PROF 'SSIONAL LOCKSMITHING . SAFES' , I 07/07/2004 08:28 5128704789 All Act lor 640781 ARMOR SECURITY INC PAGE 02 Page 1 of7 FOUNTAIN HILLS DEVELOPMENT 4385 NE FOUNTAIN HILLS DRIVE PRIOR LAKE, MN 55372 USA ARMOR SECURITY DISPATCH CENTE 2601 STEVENS AVENUE SOUTa MINNEAPOLIS, MN 5540B FOUNTAIN HILLS DEVELOPMENT 4385 NE FOUNTAIN HILLS DRIVE PRIOR LAKE, MN 55372 Date Time 07/02/04 FRI 04: 12 : 43 11:02:40 11:02:42 11:05:06 11:21:16 11:33:02 11:33:24 11:36:38 11:38:03 11:41:43 11:41:44 11:41:45 11:43:26 11:43:27 11:44:48 11:44:51 11:46:09 11046: 10 11:46:13 11:46:14 11:46:15 11:46:18 Account: 640791 Dealer, 240033 From: 07/02/04 To: 07/02/04 PERMIT/REG. #: Siee phone: (~52) 233-3755 signal Information Account: 640781 ---------------------------------------------------r------- *L T T* LATE TO TEST, LAST TEST 07/01/04 03:12:14 CALLER ASSISTANCE SAM CASTRO - PASS CODE VERIFIEP TESTING OF ENTIRE SYSTEM - ADDED FROM FRI 07/02/04 AT 1104 TO FRI 07/02/04 AT 18 0 * REASON:DLR TEST TIL 1800 SUBSCRIBER DELETED FROM SYSTEM ACCOUNT WAS SET INACTIVE FOR 01/01/01 SuaSCRIBER DELETED FROM SYSTEM ACCOUNT NUMBER CHANGED FROM OPERATOR ADDED MESSAGES . TRANSFERRED OLD ACCT 640717 TO NEW ACCT . # 640781 EMAILED PAT BARNEY SIGNAL RECEIVED, IFS ) 4 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED, IFS I 6 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (XI ) 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (F1\. ) 2 SUPERVISORY-NTFY AREA 1 WATER SHUTOFF SIGN)'J:. RECEIVED: IXI ) 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: IFS ) 3 FIRE SUPERVISORY PROCESS FAIL ARE1\. 1 SIGNAL RECEIVED, IXI ) 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: IFll ) 2 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED, IFS ) 4 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FS ) 6 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: IFS ) 3 FIRE SUPERVISORY PROCESS FAIL AREA 1 SIGNAL RECEIVED: (FH ) 3 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (FH ) 4 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVEP, (FH ) 6 FIRE ALARM RESTORE AREA 1 640717 1 1 1 1 1 1 LOW TEMP 1 1 1 1 1 LOW TEMP 1 1 1 I https://webaccess.criticomintJ.comlelink?Pgm=WWREPORT &Func=VIEW &DATE 317... 71712004 07/07/2004 08:28 5128704789 AU Act tor MU'/ ~ 1 ARMOR SECURITY INC PAGE 03 Page 2 of7 07/07/04 A 1 1 Act i v i t Y AGE, 2 Date Time Signa.l Information Account: 40781. -----.....- ------...- -------...------------------------------------------- ------- 07/02/04 FR! 11,46:21 SIGNAL RllCEIVED: (XI ) 2 1 11,46,21 SENSOR RESET USER AR.EA 1 11:46:48 SIGNAL RECEIVED: IXI ) 1 1 SENSOR RESET USER AR.EA 1 11:46:50 SIGNAL RECEIVED, (XI ) 1 1 SENSOR RESET USER AR.EA 1 ! 11:48,16 SIGNAL RECEIVED, IFS ) 5 1 FIRE SUPERVISORY ZONE AREA 1 i 11:49,18 SIGNAL RECEIVED: (XI ) 1 1 I SENSOR RESET USER AR.EA 1 I 12:00,25 SIGNAL IUlCElVED, (FA ) 7 1 FIRE ALAR.M AREA 1 I . > MULTIPLES/DUPLlCATES RCVD3/0 I 12:01,04 CALLED SCOTT COUNTY DIALED (952) 445-1411 CALL ABORTEP 12,03,50 ADDED MESSAGES . S IGNJIL CAME IN BEJ;ORE TEST EXPIRED,DIP * NOT DISPATCH. 233-37551 12,05:26 CALLED PREMISE PHONE 1 DIALED (952) CALl. ABORTED " Ii 12:06:02 ADDED MESSAGES , . AC NTFY DLR ! 12,06:23 ALARM RESOLUTION . NON-ALAR.M NOTIFICATION MADE 12,00,28 SIGNAL RECEIVED, (XI ) 1 1 SENSOR RESET USER AREA 1 12,00:33 TESTING AUTOMATICALLY EXPIRED 12:01,27 SIGNAL RECEIVED: (FS ) 8 1 FIRE SUPERVISORY ZONE AREA 1 12,01:30 SIGNAL RECEIVED, (XI ) 1 1 SENSOR RESET USER AREA 1 12,03:00 SIGNAl. RECEIVED: (FH ) 3 1 FIRE ALARM RESTORE AREA 1 12,03,02 SIGNAL RECEIVED, (I'S ) 4 1 FIRE SUPERVISORY ZOm;: AREA 1 SIGNAL RECEIVED, (FH ) 4 1 FIRE ALARM RESTORE AR.EA 1 12:03:03 SIGNAL RECEIVED: (FH ) 5 1 FIRE ALARM RESTORE AR.EA 1 12:03:06 SIGNAL RECEIVED, (FI! ) 6 1 FIRE ALARM RESTORE AREA 1 12,03:07 SIGNAL RECEIVED, (FH ) 7 1 FIRE ALARM RESTORE AREA 1 12,03:10 SIGNAL RECEIVED: (FH ) 8 1 FIRE ALARM RESTORE AR.EA 1 12:03:11 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AR.EA 1 12,03,38 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RASET USER AREA 1 SIGNAL RECEIVED: (YT ) YT BATT~RY LOW ZONE 12 : 04 : 35 SIGNAL RECEIVED: (!'S 6 1 bttps://weba.ccess.criticomintl.comlelink?Pgm=WWREPORT &:Func=VIEW &DA T:&::o 317... 717/2004 II ".~--_._..,,-_.,_._-_._----~'~_._._".._-'--.---_. - ----_._..,_.,---_._--_._-_..._-,,-_._._-~-----,..- - --.-..-..---.- 07/07/2004 08:28 6128704789 1'\11 1\.(;' lor O'lU I ~! ARMOR SECURITY INC PAGE 04 Page 3 of7 07/07/04 All Act i v i t Y ~AGE; 3 Date Time Signal Information Account: 40781 ~---------------~________M____________~___________ 07/02/04 FRI rIRE SUPERVISORY ZONE AREA 1 12 :04:36 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 12:05:52 CALLER ASSISTANCE 12:05:53 RENEE ANAM CElLI - PASSCODE ~RIFIED SIGNAL RECEIVED, (CANCL) CANCL CUSTOMER SERVICE TOOK PASSCODE 12:06;03 TESTING OF ENTIRE S~STEM - ADDED FROM FRI 07/02/04 AT 1205 TO FRI 07/02/04 AT 17 0 * REASON:DLR TEST TIL 1700 12:06;06 LNK ~STING OF ENTIRE SYSTEM - ADDED FROM FRI 07/02/04 AT 1205 TO FRI 07/02/04 AT 17 0 * REASON:DLR TEST TIL 1700 12:06:10 OPERATOR ADDED MESSAGES * I MANUALLY DIALED DLR AND ADV THAT TEST * EXPIRED AND SIGNALS BEING SENT. SHE * AUTHORIZED DISREGARD TIL 1700 12:08;17 SIGNAL RECEIVED: (FA ) 1 1 FIRE - COMMERCIAL AREA 1 WATERFLOW 12; 08: 18 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 12;10;17 SIGNAL RECEIVED; (YR ) YR BATTERY RESTORE 12: 11: 54 SIGNAL RECEIVED; (FH ) 1 1 FIRE ALARM RESTORE AREA 1 12: 11: 57 SIGNAL RECEIVED: IFS ) 4 1 FIRE SUPllRVISORY ZONE AREA 1 SIGNAL RECEIVED: (1'S ) 6 1 FIRE SUPERVISORY ZONE AREA 1 12;12:00 SIGNAL RECEIVED; (FH ) 4 1 FIRE ALARM RESTORE AREA 1 12:12;01 SIGNAL RECEIVED: (FH ) 6 1 FIRE ALARM RESTORE AREA 1 12; 12: 03 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 12: 12 ; 05 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 12:14:25 SIGNAL RECEIVED, (FA ) 7 1 FIRE ALARM AREA 1 12:14:26 SIGNAL RECEIVED: (FS ) 4 1 FIRE SUPERVISORY ZONE AREA 1 12;14:27 SIGNAL RECEIVED: (FS ) 6 1 FIRE SUPERVISORY ZONE AREA 1 12:14;30 SIGNAL RECEIVED: IPH ) 7 1 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (PIl ) 4 1 FIRE ALARM RESTORE AREA 1 12:14:33 SIGNAL RECEIVED: (FH ) 6 1 FIRE ALARM RESTORE AREA 1 12:14:34 SIGNAL RECEr.vED; (XI ) 2 1 SENSOR RESET USER ARaA 1 12:14:35 SIGNAL RECEIVED: (FH I 4 1 https://webaccess.criticomintJ.com!elink?Pgm~WWREPOR T &Func=VIEW &OA TE=t31 7... 71712004 07/07/2004 08:28 6128704789 "'II t'I.~llOr O'lUI/!1 ARMOR SECURITY INC PAGE 05 Page 4 of7 07107/04 Date Time 07/02/04 FRI 12:16:46 12:16:48 12:16:50 12:16;53 12:2~:54 12:2~:56 12:29:57 12:42:23 12:42:24 12:44:12 12:4~:23 12:49:24 12:49:27 12:49:30 12:49:31 12:4~:32 12:49:33 12:51:00 12:51:02 12:51:03 12:51:05 12:51:07 12:51:09 12:51:11 A 1 1 Act i v i t Y PAGE: 4 Signal Informat:.ion Account; 1640781 .~.--~------~-------------~-------._------ , --------1-------- 1 Ii , ! ! 1 1 1 1 1 1 1 LOW TEMP 1 LOW TEMP 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 i I https://webaccess.criticomintLcom/elink?Pgm=WWREPORT&Func=VIEW &DA TE""~317... 7/7/2004 FIRB ALARM RESTORE AREA 1 SIGNAl. RECEI1lJlD: (FH ) 6 FIRE ALARM RESTORE ARBA 1- SIGNAL RECEIVED: (FS ) 4 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FS ) 6 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (XI ) 2 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (XI I 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) 4 FIRE ALARM RESTORE AREA 1 SIGNAL RECEI1lJlD: (FH ) 6 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (XI ) 2 SENSOR RESET USER AREA 1 CALLER ASSISTANCB SAM CASTRO - PASS CODE VERIFIED OPERATOR ADDED MESSAGES . CHEC~D HISTORY/SIGNALS SIGNAL RECEIVED: (FS ) 3 FIRE SUPERVISORY PROCESS FAIL AREA 1 SIGNAL RECEIVED: (FS ) 3 FIRE SUPERVISORY PROCESS FAIL AREA 1 SIGNAL RECEIVED: (XI ) 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) 3 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (XI ) 2 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (XI I 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) 3 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (XI ) 2 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FS ) 6 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FS ) 5 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FS I 5 FIRE SUPERVISORY ZONE AREA 1 SIGNAL REC~IVED; (FS ) 8 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (XI ) 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) 5 FIRE ALARM RES~ORE AREA 1 SIGNAL RECE.VED: (FH ) 6 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (XI ) 2 07/07/2004 08:28 5128704789 ~1l ~ct lOr b4U/~1 ARMOR SECURITY INC PAGE 05 Page 5 of7 07/07/04 Date Time 07/02/04 I'RI 12:51:42 12:51:45 12:51:46 12:51:47 12:51:50 12:51:51 12:54:15 12:57:34 12:59:04 13:00:46 13:03:25 13:03:27 13:04:10 13:05:13 13:06:52 13:13:37 13:13:39 13:13:41 13:47:04 13:47:07 13:48:06 13:4B:07 13:4B:09 13:4B:11 13:48:15 j; II 1\ A 1 1 Act i vie y ',IPAGE: 5 ----.:=:~~:----=~=~~~~~=~~-.------------~::~~~~~--l:~~=~:-- i SENSOR RESET USER AR~A 1 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AR~A 1 SIGNAL l1.JlCEIVED: (FE ) 5 1 FIRE ~M RESTORE AREA 1. SIGNAL RECEIVED: (XI ) 2 1 SENSOR R~SET USER AREA 1 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) B 1 FIRE ALARM RESTORE AREA 1. SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVIlD: (LT2 ) 2 PHONE FAIL LINE 2 SIGNAL RECEIVED: (LR2 2 PHONE RESTORE LINE 2 SIGNAL RECEIVIlD: (LT1 1. PHONE FAIL LINE 1. SIGNAL RECEIVED: (LR1 1 PHONE RESTORE LINE 1 CALLER ASSISTANCE SAM CASTRO - PASSCODE VERIFIED SIGNAL RECEIVED: (LT2 ) 2 PHONE FAIL LINE 2 OPERATOR ADDED MESSAGES . SAM W/PIN DEALER CHECKING SIGNALS SIGNAL RECEIVED: (LR2 ) 2 PHONE RESTORE LINE 2 SIGNAL RECEIVED: (FA ) 1. 1. FIRE - COMMERCIAL AREA 1 WATERFLOW SIGNAL RECEIVED: (XI ) 1. 1. SENSOR RESET USER AREA 1. SIGNAL RECEIVED: (fH J 1 1 FIRE ALARM RESTORE AREA 1. SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1. SIGNAL RECEIVED: (FS ) 6 1. FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FA ) 2 1 SUPERVISORY-NTFY AREA 1 WATER SHUTOFF SIGNAL RECEIVED: (PH ) 2 1 FIRE ALARM R~5TORE AREA 1 SIGNAL RECEIVED: (FA ) 2 1. SUP~RVISORY-NTFY AREA 1 WATER SHUTOFF SIGNAL RECEIVED: (FH ) 6 1 FIRE ALARM RESTORE AREA 1 SIGNAL R)!:CEIVED: (X! ) 2 1. SENSOR RESET USER AREA 1 SIGNA):' RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVEIl: (FH ) 2 1. II 'I I I, 'i I' I !I II , 1\ i ii Ii https:l/webaccess.criticomint!.comlelink?Pgm~WWREPORT &func~VIEW &DA TE=~317... 71712004 , __~_~_"_",______~_.___~",,,,_,"._,..__._...m._ 07/07/2004 08:28 6128704789 .f'\.,l.,l .("U.':l LVI U'+V 101 ARMOR SECURITY INC 07/07/04 All Act i V i t Y PAGE: 6 , I Account, !640781 Date Tim.e Signa1 Information ~-------~-----~~---------------------------------- 07/02/04 FRI FIRE ALARM RESTORE AREA 1 13;48:16 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 13:49:49 SIGNAL RECEIVED: (FS ) 4 1 FIRE SUPERVISORY ZONE AREA 1 13:49:50 SIGNAL RECEIVED: (FS ) 4 1 FIRE SUPERVISORY ZONE AREA 1 13:49:51 SIGNAL RECEIVED: (FS ) 4 1 PIRE SUPERVISORY ZONE AREA 1 13:49:54 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) 4 1 FIRE ALARM RESTORE AREA 1 13 : 49: 57 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 13:49:59 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 SIClN)l.):. RECEIVED: (PH I 4 1 FIRE ALARM RESTORE AREA 1 13:50:27 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 13:50:29 SIGNAL RECEIVED: (FS ) 6 1 FIRE SUPERVISORY ZONE AREA 1 13:50:31 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 13:51:50 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 13:59:54 ~STING OF ENTIRE SYSTEM - CHANGED FROM FRI 07/02/04 AT 1359 TO FRI 07/02/04 AT LNK TESTING OF ENTIRE SYSTEM - CHANGED FROM FRI 07/02/04 AT 1359 TO FRI 07/02/04 AT 14: 07: 53 SIGNAL RECEIVED: (PH ) 4 1 FIRE ALARM RESTORE AREA J. 14: 07: 54 SIGNAL RECEIVED: (FS ) 4 1 FIRE SUPERVISORY ZONE AREA 1 14: 07: 55 SIGNAL RECEIVJ::D: (FS ) 6 1 FIRE SUPERVISORY ZONE AREA 1 14: 07: sa SIGNAL RECEIVED: (FH ) <; 1 FIRE ALARM RESTORE AREA 1 14:07:59 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 14,08: 00 SIGNAL RJ;:CEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 14:10:01 SIGNAL RECEIVED: (FH ) 4 1 FIRE ALARM RESTORE AREA 1 14:10:03 SIGNAL RECEIVED: (FS ) 4 1 PIRE SUPERVISORY ZONE AREA 1 14: 10: 05 SIGNAL RECEIVED: (FS ) <; 1 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FH ) <; 1 FIRE ALARM RESTORE AREA 1 14: 10: 09 SIGllAL RECEIVED: (XI ) 2 0 1 PAGE 87 Page 6 of 7 [' II Ii Ii , I https://webaccess.criticomint1.comlelink?Pgm=WWREPORT&Func=VIEW&DATE- 317... 717/2004 I 07/07/2084 08:28 6128704789 "'-'1 /WL ror O'lV/lSl ARMOR SECURITY INC PAGE 88 Page 7 of? 07/07/04 bate Time 07/02/04 FRI 14:10:0~ 14 ; 12 : 4 6 14:12:47 14:12:50 14:12:S1 14 : 12 ; 52 14:12:54 14:24;02 14;44:42 14:44:44 14;44:45 14 : 44: 4 e 14:44:51 14:44:53 14:45:20 15:36:50 17:5~:5S All i I PAGE: 7 Act i v i t Y Signal In.formation Account: 640761 ------,-------~~------~----------------~---------- ------~- SENSOR RESET USER 0 AREA 1 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER ARE~ 1 SIGNAL RECEIVED: (FH ) 4 1 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (FS ) 4 1 FIRE SUPERVISORY ZONE ARE~ 1 SIGNAL RECEIVED: (FS ) 6 1 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FH ) 6 1 FIRE ALARM RESTORE AREA 1 SIGNAL REClllVED: (leI ) 2 0 1 SENSOR RESET USER 0 AREA 1 SIGNAL RllCElVED: (XI ) 1 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (RS ) RS ValiQ Remote Accees SIGNAL RECEIVED: (FH ) 4 1 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (FS ) 4 1 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED; (FS ) 4 1 FIRE SUPERVISORY ZONE AREA 1 SIGNAL RECEIVED: (FH ) 6 1 FIRE ALARM RESTORE AREA 1 SIGNAL RECEIVED: (XI ) 2 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (FH ) 4 1 FIRll ALARM RESTORE AREA 1 SIGNAL RECEIVED; (XI ) 2 1 SENSOR RESET USER AREA 1 SIGNAL RECEIVED: (XI ) 1 1 SENSOR RESET USER AREA 1 OPllRATOR ADDED MESSAGES . PER FAX. UPDATJ::D ZONES LNK TESTING AUTOMATICALLY EXPIRED TESTING AUTOMATICALLY EXPIRED , https://webaccess.criticomintl.comlelink?Pgm=WWREPORT &Func=VIEW &DA TE=t317... 71712004 From: 651-905-3678 To: Paul Baumgartner Date: 7/612004 Time: 4:23:02 PM e, FACSIMILE COVER PAGE To : Paul Baumgartner Sent; 7/6/2004 at 4:20:16 PM Subject; American Lighting -:'-0: American Lighting, Karen Westlund, Brian Bladine From: Pages; Mike Vallez 1 (including Cover> I talked with the inspector today, and he confirmed to me that we could go ahead and install the permanent shelving, and stock materials on the shelves in the addition. The "final touches" on the project will be completed in the next few days. The boxes that are stacked over 12 feet high in the existing warehouse will need to be taken down before a formal CO will be issued. Thank you! Mike Vallez From: 651-905-3678 To: Robert Hutchins Dale: 7/6/2004 Time: 4:22:08 PM p, FACSIMILE COVER PAGE To : Robert Hutchins Sent; 7/6/2004 at 4:20:16 PM 'Subject: American Lighting '.0: American Lighting, Karen Westlund, Brian Bladine From: Pages: Mike Vallez 1 (including Cover) I talked with the inspector today, and he confirmed to me that we could go ahead and install the permanent shelving, and stock materials on the shelves in the addition. The "final touches" on the project will be completed in the next few days. The boxes that are stacked over 12 feet high in the existing warehouse will need to be taken down before a formal CO will be issued. Thank you! Mike Vallez JUL-CH004 01 :35PM FROM-Wonsmann Homos 6519053578 1-271 P 001/00Z H06 To: BJ From~~ Jvt1~~ t!~ ~{~? / Date: 7 -l:"D if ,20 Fax ;{/: <=tf2. '411---42ff" ;{/ ofPages(incl. Cover) 2 Subject: ~VLvvtti.-~ ~~U~ If thi$fax transmittal is not complete, please call our office: Thank You! WeDSmaIm HOJDI:s Inc. 1895 Plaza Drive Suite 200 Eagall,Mn 55122 Phone: 651-4064400 Fax; 651-905-3678 www.weJlSmlUlll.com '"w.___._,_._._____.___.._____.,____'__._.,__"'".~'_ ,~- ------"_.,.~_....'_.._-----,._._'-_.__.,_..,- JUHI-Z004 01 :35PM FROM-W8nsmann Homos 5519053578 T-271 P 002l00Z H06 Blanchard Engineering srr-.nrs _ - _J i", G.. 1'1.., 8936 Washburn Ave. S. RictrIlet<:l. MN 55423 612-8S1-63E11 July 1,2004 Mike Vallez Wensrnann Homes, Inc. 1595 Plaza Drive, Suite 200 Eagan, MN 55122 Re: Exterior Slallll- Founlain H~18 Showroom, Am8IiCSTl Ughtine: Prior Lake, MN Dear Mr. Vallez: The exterior steel stailll do not need lD rest on 4 foot deep drilled piers. They can rest diredly on the conaele paving. Sincerely, ~.4~c.I~.tl William G. Blanchard, PE StruClUral Engineer I hl!R!by certify that this specification was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under \he laws of the Stale of Minnesota. Dale 7-/~O'l Uc. No, 19567 AltlCI\msnt None Cc: Roger JOhnson (JSSH Architacfs) Dsn Nuedeeker (JSSH Archilllde) JUl-05-Z004 08:56AM FROM-Wonsmann Homes 5519053578 T-380 P001/005 F-655 To: Sit.. i~~ - ~ M,l Vtw((e-2- ,/ From." DaLe: 7 -lo -0 4' ,20 , Fax #: 95Z4~1- 424)"" .# of;ages(inc1 Cover)~ ,f , Subject: ~ (;l1~J::"; S -+zJ Je/J~~':~;) If this/ax transmittal is not complete, please call our office: Thank You! , W=Home. Inc. 1895 plaza Drive Suite 200 Eagan, Mn 55122 Phone: 651-406-4400 Fax: 651-905-3618 www.wensmann.eom JUl-06-2004 08:22A~ FROM-Wensmann Homos 5519053578 T-353 POOl/DOl F-527 To: ~v. .cTlt ~-c~ - .. From: j\!bJ~ V",((e-l- ./ Dace: 7 -lo~ &; ~20 , Fax ;}!; 95Z4~{- 4215 .i oEPages(inc1 Cover) 2 " , Subject: ~ tl1ki-':'; S -k~( J:VJ.:(~~':~ ~ If th is fax transmittal is not complete, please call our office: Thank Youl W llDS'IIl3m1 Homes Inc. 1895 P10za Drive Suite 200 Eagan, Mn 55122 PhOlle: 651-406-4400 Fax: 651-905-3678 Www.wensmann.COUl ----~'----_.__.__. JUL-06-Z004 08:5EAM FROM-W.nsmann Homos 5519053578 T-380 POOZ/005 F-555 STeFl..... MaIDrtaIs TuchnoIogy Stork Twin City Testing Corporation Company Telefax No. Attn. C.c. Number of pages From Dale Your ref.JNo. Our refJNo. Subject Fountain Hills American Lighting If you have problems receiving this mess3lle, please conlac:t us Mallll1l1l Testing' Non.o..lrucllva Tosllnsl PladlJd Evaluation. ConsbucUon '-'aterlalc Wensmann Homes 651-lltJ5..3678 Mr. Mike Vallei! 662 Cromwell Avenue St. Paul, MN 55114 USA 2+cover page Marl( straight, P.E. 8-2B-lJ3 Telephone: (651) 845-3601 Telatax : (651) 659-7348 Wllbslte : www.storktclcom Direct : (651) 669-7447 Cellular : (651) 248-2846 TELEFAX Mike, The following are reports for the structural steel inspections. taken plat:e on June 16 and June 22 for the American Ughting Addition In Prior lake. One of the boIt9d connections on the southeast corner of the addition (2nd lIoor) was not torqued. This should be corrected prior to covering up Ihe area with Inlerior finishes. All other balled connections were satisfactory and the puddle welds on the decking were also satisfactory. Let me k~ave any questions 651-248-2846. Thank you. M!dLpl< - ~J~lor Project Engineer Stork Twin City Testing Corporation '- St,-lG ~2 -- L c." 'f}.c?./' , Thle TELEFAX ""nlal.... Inlonmdlon from startc TwIn CIty TO_II Carp.l1Iliaa which I. contldlonllal. 1110 InlonnaUon ia llIIIIlnlle<:l onlrfar lh8... oftholndlYillu81 """,oct an lids cover PBge, Ifyau "'" not tbalnland.d reclplent, you _lml8by nDllIJod ilia! any dlaclClu" or, or tile taldng of any acIion In roI1_ on the contents of IbID TElEFAXED Inlorm8l.lon Ie lltrloiIy prohlbll8d. Sbk TlMn ClyTBB"ng CCIfpn.1bn k: III'l opersUng urdt of SlDrk M:at:en:alc: Technology B.V.. Amscerdllm. The Nothertllll'llD. Wilch Ie B member of thaSlcrlcgfOl.lD. JUL-OE-2004 08:56AM FROM-Wonsmann Homos 5519053678 T-380 P 003/005 F-655 STCr-lJ4i~ Materials Technology Stork Twin City Testing Corporation DATE: June 18, 2004 TO: Wensmann Homes RHS Building 1895 Plaza Drive Suite 200 Eagan. MN 55122 MateJ1al TMting , Nan-OBSlNctive Tesdng Produc\ Evaluation. ecn.ltuction Mateoole 882. ClllmwoU Avenue Sl Paul. MN 55114 USA PROJECT: Fountain Hills, American UghtJng Prior Lake. MN Telop/lane : (651) 84S-3601 ToIora.. : (651) 6$-7348 WebsilB : www.sIorlc!l:l.ccm PROJECT NO.: 304032 PAGE: 1 of 1 VISUAL INSPEcnON OF BOLTS GENERAL INFORMATION: Date of Inspection: June 16, 2004 Vlsuallnspection of Bolts to detennine If they meet the quality and wcrkmanshlp requirements ofTable 6.1 of Section 01.1-02 of the AWS Structural Welding Code. Visual Inspection, COIO-1000 T.W. Derek Trites, SNT.Tc.1A Lever II Tedmician Fountain Hills, American Ughling SlXlpe of Inspection: EqulpmentlMaterlals Used: Inspection Personnel; LOCfltion of I nspeclion: TEST RESULTS: Weld Insllectlon: Not Inspected Bolt In8llllCtion: AddIUon to existing Building 325A TC ". Bolts 1 sl Floor - Satisfactory 2nd Floor- Not Complet~ Deckina InsDection: Not Inspected REMARKS: The visual observation of the bolts reported above shows that they meet the requirements of the AWS Structural Welding Code. SIGNED: ~/ 'A7~ ,- / /- 7~ LbO> Derek Trltes b5 \ 1 Level II Technician AWS Certified Weld InspectDr NOT Field Project Manager :1:__...._.... C'1......'Tl_.nrt60..........n., ..t' ~-------_.._- ".___,___~,.____,__._...~___.._.,,_.__.._m_~.__.. _._,-_._,_...~._,--,._~-~~_._'-~._-_._-----_.- JUL-06-Z004 08:57AM FROM-Won,mann Hom8s 5519053678 T-380 P004/005 F-555 STORK" Mater1alsTechnology Stork Twin City Testing Corporation OATE: June 22, 2004 TO: Wensmann Homes RHS Building 1 B95 Plaza Drive Suite 200 Eagan, MN 55122 M8I8I1a1 Testing . NQ~__ Touting PraduO\ EYBluaJian . COI18lnlClion ........riels PROJECT: Fountain Hills, American Ughting Prior Lake. MN e92 CramweD Avonus Sl Paul, MN 55114 USA Telephone : (651)64&.3001 Tel8fax: (851) e5~7348 Websil8 : www'-'2'J11 PROJECT NO.: 3U4U32 PAGE: 1 of 1 VISUAL INSPECTION OF BOLTS GENERAL INFORMATION: Date of Inspectlon: June 22, 2004 Visual inspection of Bolts to detennine if !hay meet the quality and workmanship requirements ofTable 6.1 ofSaction 01.1-02 of the AWS Structural Welding Code. VIsual Inspection, CDIQ-1000 T.W. DerakTrltes, SNT-TC-1A Levell! Technician Fountain HUls, American Ughting Scope of Inspection: EqulpmentIMatflrials Used: Inspection Personnel: Location of Inspection: TEST RESULTS: Weld Insuection: Not Inspected Bolt InsD8etlon: Addition to existing Building 325A TC W Bolts 2nd Floor- One Boll Not torqued on Soulh Comer Decking Inspeetiol1: 1", 2nd Floor 5/8" Puddle Welds. Satisfactory SIGNED: 7).A"~ Derek Trites Lavell! Technician AWS Certified Weld Inspee1Dr NOT Field Project Manager TOTAL P.12I3 July 2, 2004 MR. MIKE VALLEZ WENSMANN HOMES RHS BUILDING 1895 PLAZA DR.IVE, SUITE 200 EAGAN, MN 55112 PROJECT: FOUNTAIN HILLS AMERICAN LIGHTING PRIOR LAKE, MINNESOTA PROJECT NO.: PAGE: JUL-06-Z004 08:57AM FROM-Wonsmann Homos ~'I!::ILiol!:I!l -;;:;J"I',1...J1'19 DATE: TO: 5519053E78 T-380 P 005/005 F-555 Twin City Testing Corporation 662 Cromwull Avenue, St, Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 304032 1 of 1 Date: Time: Weather: Technician: structural Description: Grid Location: Results: Remarks: BOLT INSPECTION 7/2104 (Re-inspection of work performed on June 22. 2004) 8:30 AM Sunny, 75. Jay Hanson Bolted Connection 2nll Floor, South Comer of Building Addition Bolted Connection - Satisfactory One bolt was previously found to be not torqued within this area on our previous inspection on June 22, 2004. The stael erector i(lfonned us that they could not access the one bolt with an impact hammer due to the confi9uration of the constnUction. The steel erector tightened the bolt manually. During our further inspection the bolt appears to be adequately tightened and the connection appears satisfactory. . SIGNED: TDTRL. P. 02 -----~._~.~'-----~----_._----_.~.~-_.~"---,.,---_._~.--, ----~-_...._-_._.._._-- July 2, 2004 MR. MIKE VALLEZ WENSMANN HOMES RHS BUILDING 1895 PLAZA DRIVE, SUITE 200 EAGAN, MN 55112 PROJECT: FOUNTAIN HILLS AMERlCAN LIGHTING PRIOR LAKE, MINNESOTA PROJECT NO.: PAGE: JUL-OE-1004 08:12AM FRDM-Wonsmann Homo, JU~-~-'~~~ ~'_, STO A I..".. DATE: TO: E519053S78 T-363 P.OOZ/OOZ F-6Z7 Twin City Testing Corporation 6112 Cromwell Avenue. St. Paul. MN 55114-1776 (851) 645-3601, Fax: (aS1) 659.7348 304032 10f1 Date: Time: Weather: Technician: Structural Description: Grid Location: Results: Remarks: BOLT INSPECTION 712104 (Re-inspection of wor1<. perfonned on June 22, 2004) 8:30 AM Sunny, 750 Jay Hanson Bolted Connection 2nd Floor, South Comer of Building Addition Bolted Connection - Satisfactory One bolt was previously found to be not torqued within this area on our previous inspection on June 22, 2004. The steel erector iT)fonned us that they could not access the one bolt with an impact hammer due to the configuration of the construction. The steel erector tightened the bolt manually. During our further inspection the bolt appears to be adequately tightened and the connection appears satisfactory. . SIGNED: TOTAL P.02 ----~_._--------------~~-~-~_._-- --_.__.._._~"-_._-_..,-.."--~ JUl-08-Z004 01 :07PM FRO~-W.nsmann Hom 6519053678 T-490 P.001/005 F-90Z To: -fJ ~~ From: ~ L1J~ DaLe: I-~-O 4- ,20 Fax.#: C{S-2.~ 417 -424 ~ .# ofPages(incl Cover) 1-- Subject: dJM ~ ~ - ~ C1gd _ t If this fax transmittal is not complete. please call our office: Thank You! W=Homes Inc. 1895 Plaza Drive Suite 200 Eagan, Mn 55122 PhOlle: 651-406-4400 Fax: 651-905-3678 VIWW.wensmann.com ~ = ~ , ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ <> '" , ~ m ~ ~ 3 ~ ~ ~ = D 3 m ~ 1 N V> = <A ,1;11:-._ ,111-0)-.' NVld '" '" ~ ilL i i ! ! I HIV1S HJnOS ~ .~, (,: . ~:G:.. MSl ,i",1 rjMO~ , , --,/ \ V HHl ,; . !il ; j . , >-- ') , JtiYHlJ "~iII" I J-,,, J _ ........1 VI'.-I......_......,.OlI ~<<lll!:rl",.Qf(s /u:.mY.lW ~ "tfIV'loOI" 5Jnmw,lfim>,\IIlLI3'1'"dll(l) t,,-"".L 11" UY1!l:IlIJ'tflJ'I':;U'I '.JI"~] ~fIl.lJt:f1 ".,.JtlJlI'i ~ U<'l1H1U1U t!rl-L ):Ji mrfJi f6:(J5 ~'tk-'J.1X] ~" 'lHVll"Q.t .;1)",01$. 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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ /NSNOn CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 4~73~ OWNER ,.f. IlK. !:;: V- f'tl :c ~ .". SCHEDULED .J:.....k CONTR. PHONE NO. PERMIT NO. If-6'1'577 o FOOTING o FOUNDATION o FRAMING ~INSULATION ~ FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE TIME '1-aa'( IdJhj) ( o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ..l.._j2u.-.--t. CS'~ Cl.~ st.t~ ~ 1"2 I o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~ CORRE K, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. U/REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! ",,,,,m DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS q~ F;~~ OWNER CONTR. PHONE NO. PERMIT NO. q -- '"2~ o FOOTING o FOUNDATION o FRAMING o INSULATION ~~NSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: ~~~"" Te.:.\-. '2. - M'..... . r'2 I <;{,''"'SJo ~. c. \"'~ <.;.pri~L.JS' '"[;i p--~\ o~ - ~~c.. + ~ ..j..~t ole.- o WORK SATISFACTORY, PROCEED o CORRECT AC 10 AND PROCEED ~ORREC WO , CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI msNO" ADDRESS l{~~ DATE TIME SCHEDULED ~-4'~f ~'W,\~..... tll It CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. ;>rf. FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. -----E - 0 '2. "SB o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: J, ~ll PPhh.~ t-,.,.,L", \oJ'..,.o Q ('If1"l,\rn OT' , o WORK SATISFACTORY, PROCEED XCORRE CTrON AND PROCEED o COR C W , CALL FOR REINSPECTION BEFORE COVERING Inspe r: Owner/Contr: -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! I/'ISNOTl OATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: LfIPh'tfJ. Ro.o{cJl ~~ ~I~ ~'*~ -Ct- Q...l~ - S~H~l:mo.l Sb-. t - ~l~t..,..... fl. ~~ ~~r R..Li i..cp",kt.M I flJr<ho ~\- 3. o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! IJIiSNOTJ DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED '5 -& D';' FAIr /-f.! ( "S [) ( ADDRESS l/ ~5"' OWNER CONTR. PERMIT NO. L-/ -~,~ PHONE NO. o FOOTING D ""FOUNDATION IfIR POI> r o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: ~K-IlUI'&... ~l!"l.J-.. ~1A4~r+/~ ~6.l--+- o WORK SATISFACTORY, PROCEED ')( CORRECT ACTION ANO PROCEEO o CORRECT ORK, CALL FOR REINSPECTION BEFORE COVERING Inspecto Owner/Contr: CA OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. MENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! """"" CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 4~t>s F",uv.!..; OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: DAte TIME 7-1-5-01 ~.I(c:; l[ - ?. s!.) o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o <>rLINE AIR TST )( Il<<A rORK SATISFACTORY, PROCEED o CORRECT ACT AND PROCEED o CORRE , CALL FOR REINSPECTION BEFORE COVERING Inspector. Owner/Contr: OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CAL lIUNO" CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 438:) OWNER SCHEDULED ~."At......._ CONTR. PERMIT NO. PHONE NO. D FOOTING D FOUNDATION D FRAMING D INSULATION D FINAL D SITE INSPECTION COMMENTS: ~:IS- :15 D PLUMBING RI D MECH RI D WATER HOOKUP D SEWER HOOKUP D PLUMBING FINAL D MECH FINAL ;~~; DATE TIME I-(,~ ~/,./{~ f/- ( ~ D EXfGRADIFILUNG D COMPLAINT D FIREPLACE RI D FIREPLACE FINAL ;Gl~:tl ,/ ~ORK SATISFACTORY, PROCEED D CORRECT :1'1 N AND PROCEED o CORREC , CALL FOR REINSPECTION BEFORE COVERING Inspeclor: Owner/Contr: 9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUlREMEN18 ARE FOR YOUR PERSONAL HEALTH ,{ SAFETY! Il'iSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS L/ 38:) ~."Ar........_ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: ~:l'i :15 ;~~~ DATE TIME "l-l,-or /-/, if oS l/~"( ~ o EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ;G,~,,:e.l ,/ ~ORK SATISFACTORY, PROCEED o CORRECT ;n N AND PROCEED o CORREC , CALL FOR REINSPECTION BEFORE COVERING Inspector. Owner/Contr: 9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. U<SNOn CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 4~t>s Fc::ou..J.. : OWNER CONTR. PHONE NO. PERMIT NO. D FOOTING D FOUNDATION D FRAMING D INSULATION D FINAL D SITE INSPECTION D PLUMBING RI D MECH RI D WATER HOOKUP D SEWER HOOKUP D PLUMBING FINAL D MECH FINAL COMMENTS: DATE TIME 7-/<;-O,f \-L\ (e; (J - 7.. sf..; D EXIGRADtFlLLlNG D COMPLAINT o FIREPLACE RI D FIREPLACE FINAL D ~INE AIR TST )( j.lA ~ORK SATISFACTORY, PROCEED D CORRECT ACT AND PROCEED o CORRE , CALL FOR REINSPECTION BEFORE COVERING Inspector. Owner/Contr: OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CAL """"" CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED L/-ltJ-(){, ADDRESS '13f) &;Nk,/~ 1-1; 1/ 1" OWNER CONTR. ~~'4S~.~ PHONE NO. PERMIT NO. tJI-I- 2JI o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL K..~ILLlNG DC~ o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: A/I o( ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: JJI~ --" Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTl