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Cl ~ N e m ..- c..> JJ i 0 Z CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEAL TH A~FETYI t :J 0 n 0000 (") DODD 00 ~ 0 . "0 Z (") i III :IE ~ zenon 0 "'0"'''' z"'''' r- ~ c m en ~ i 'U ;:) 0- ~~~JJJJ~ I ~~~~~~~~ ~ z c ::a ." -< CD CD :D I: n ... ... m m 0 } - - - m JlJJJl~ m "'OOcrr> _ :D m ~ (") 0 0 ~ OOmmm", Z :Dr}> 1JI ZZ 6 en 'TI ... -f 0 CD :::!:DoQQ> -t m ::! ~:::!ClCl en z 0 ." ~ a :J 00.... .... < 0 0 Z P ::a ~. CD zme~~cn ~' Z Z m z 0 ~ :DJJZoo." Z CJ\ Z 0 3' m~~~~~ 0 0 ::a (II Doo"" .... . r- "0 !;....mo~O \N ~ . 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"0 Z 0 (II :IE ~ z~oOO:E "o"''':Ez'''' m ~ 0 m en ~ "0 :J Jimoz>"'~8 r- z c ::a ." -< CD CD 0000000 m :a I: 0 ... ril"'O:Dilil:D m3:C:>re "0 m m 0 - - ooiftmm~ "'Oo~rr>~::l :I: :D m ~ (") 0 0 en 'TI ... 0 ....JJooo~ \j1 JJr}> lJI....zz 0 en z -t m .... O_ClCl 0 "0 :J oc................ < - '0 Z 0 - , ~ Z ::a ... zg}~~~~ m z 0 ~~"'JJJJl) Z Z D >~~.... !::> ~O ::a eOO"o>o Y'5 r- -....m Z . ~~0~0:3! ~ O' or"'O.. m m ' oZ"JJ"'O 0000000 >cogJJ ~mmm3:~~ ~~3JJ g r-OJJmm f~~~~~03: VJ ....~z!!!~m lJIoog}JJg}~2! 0 o"'O~z 0 Z3:-:Z:OO:Z:zz ;3 ~ >m_~ Cl>~8~8oG) JJo....m ( ~b~O "z.... ~ >JJ z....>~ ~r- 8 ZJJZ:::! >' reee Cl' 0 r r"'O~"'O ~ 0 ~ 0 m Z 0 > l) 1JI 0 3: :z: r m Z "'0 m r m 0 " r 0 9 m :z:O r !!j e 00 oJJ r Z m m ~ em 0 00000000 y 0 0 JJO "'0 "oo~os;m~ 000 < :I: -m 0 x.... ~ -m a ift"'Or3:~om z:D ~56~m~z (") "'- 0 "'OZ ~ :Z::...,OO 0 ~G) ~ O"'-OG)"'O ~ mZezJJ~m Z ~ .... ~ >"'O....~ 0 -t I 0 m r o:::! :a JJ Z !!jzo i ~ ClZ t ;= >:n ..,J r zr ff I """ JJ oC ~ .... J:. m "'Z f ~ .... Cl m N e ..- c..> JJ ... i 0 ;Z ~ , CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEAL TH AND SAFETY! f 5" 0 n 000000 (") OOmOO[ -t 0 ~ '1:J Z 0 III :IE ~ -00000 0 "0'" z"" m ~ c m en =t "0 :J 0" ~boooO Ji~g >"'~8 r- z c ::a ." -< i CD CD m :D I: n ... ... ril"'O:DililJJ I: m z re3: "0 m m 0 } 0 - - ooiftmm~ m "'OOe r!;_::l :I: ::a m ~ (") 0 ;:r z JJr}> lJI....zz en -t 'TI ... 0 CD ....JJOoo~ m -l O_ClCl 0 en z ~ a :J 00................ -t < 0 '0 z 0 0 ." ~ :JJ ~. :-' CD Z~~~~~ ' z z m z 0 0 ~ ~ "'JJ~l) Z \J\ z :J !) 0 ::a ....mo> ~ -t r- ai m o~~JJ n . ~ !=" r D m m 0000000 "'OOO"'OO3:~3: ..) Emmm~>me 3:~~~m""03: 1JI00g}JJg}~2! Z~-8"':Z:ZZ ... Cl Z ~ -G) III "Z~ ~8~~ 3' z....>~e~r III >' re e 0- r r"'O~"'O 0 ~ 0 < 0 > CD 0 3: :z: r :J Z "'0 m r 0 0 m r 9 !II ~ e r Z m m 0 00000000 0 0 "'0 "oo~o>m~ :I: -m 0 x.... ~ ~ ~'1lr3:~om ....r m>_ ~oO~"'<z (") p-" ~ ~ 5:""'" 0 0"'- G)"'O m~ezJJ~m Z ~ "'O....~ 0 -t J m r o:::! :a Z !!ji~ { t ~ !;- zr 1 """ cC .... J:. ooz f N' Cl m ..' c..> i 0 CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEAL TH AND SAil f :J n DODDD~ 8 0000000 ~ 0 . "0 Z (") III ~ ~ 0 m en =i "0 ~a~~~~ ~ ~~gi~~~ ~ c :JJ i CD 0- z ::a I: ." -< n ... m"'OJlift~~ I 'llo~rr~~~ ~ m m 0 } - - :D m =i 0 0 ~ en 'TI ... OOmoo", Z JJr}> lJI....zz 0 -t CD ....JJO........> -t m -l O_ClCl en z 0 ." :J -0.... .... < a '0 ~ CD ~g}c~~cn ~. z Z ~ z ::a )( 0 - ~~~~~~ ~ z 3' 0 ::a III 0",.", .... . ~~ r- CD "0 S;....mo~O . CD ~~0~0:3! ,(") ~ )m ~ 0' or"'O.. m c)" , OZ ."JJ"'O 00000000 1 :J o>oogg "'O"''''OO3:~3:~ I\) >r:::j:D rr_ m rmmm~>me ~ rzO:tlmm f~~~m""03: ~ ...."'z!!!om 1JI00g}JJg}~2! 0 O"'O~Z 0 c: >m_~ Z3:-8OO:Z:ZZ ... 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JJmo>cll ~ ~!'ol="'O~ \ m m , oZ."JJ"'O 00000000 o>cogg "'OOOOOOO3:~3:~ >r:::jJJ rr_ m rmm~!!j>me ~ rzO:tlmm f~~ m....o3: ...."'z!!!om 1JI00JJJJ!B~2! O'll~Z 0 ~ Z~-g"':Z:ZZ >m_~ Cl Z !!j -Cl JJo....m .,,~~ ~~~JJ ~b~O ~ - >~ r- ZJJZ::l ~. reee G)' 0 r r"'O~"'O 8 ~ 0 m Z > g 1JI 0 3: :z: r m Z "'0 m r m " r C 9 m :z:O !!j e '" oJJ r Z m m ~ em 0 V 00000000 0 0 JJO 'll :n~~o~~~ 000 '< ~ ~ ift"'Or~~om ~ -m z:D ",o....r",om>- (") "'- S;OO!;"'<z C "'Oz :E :Z::....OO 0 ~G) ~ O"'-OCl"'O >-.... m~ezJJ~m Z .... ~ "'o....~ 0 -t I 0 m r o:::! :a JJ Z ~i~ i ~ ~~ t ;= !;- r zr t """ JJ oC .... J:. m OOZ f .... G) N e m ..- c..> JJ i 0 ;Z ~ CO~QUlREMENTS ARE FOR YOUR PERSONAL HEALTH AND SAFETYI :s- O n 00000 ------'8 ooooom ii1 0 . "0 (") III :IE ~ ~ c m ~ "0 :J z"'ooo~ - I: ~O"'~~z ." r- C ::a "'....00 0 - JJmoz>", Z -< CD CD "'O~:D:DJJJJ \ I: m3:~>re3: ~ ::a I: n ... m 0 - - m JJJJJJ~ ' 0 rr> .... ::a m =t 0 0 OOmmm", ~ ~rg 1JI zz % en 'TI ... 0 :::!JJoQQ> -t m' ::! 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CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT 1. While 2, Pink 3, Yellow File City Applicant C1'~ <J:.b Permit No. 1. DATE DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2, SITE ADDRESS t) Ci-t-\c:.r-4 ~::.c.~ <.. 3, LEGAL DESCRIPTION 7, TYPE OF WORK New constructionf-. Chimney 0 Mise, 8, PROPERTY AREA OR ACRES 9, PROPERTY DIMENSIONS 10, CULVERT SIZE Sq, Ft. Width Z ?..;;. Depth 2...t ~L:,. Yes No I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the er or authorized agent for the ove mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans, I am aware that the buil ng official can revoke this permit for just cause, Furthermore, I hereby agree that the city offi' r designee may enter upon the property to y:. needed inspections, Signature LJcense No, Date PROPOSED GRADE FOUNDATION IN RELATION TO CURB OR CROWN~ OF STREET ~ ___ USE OF BUILDING -' -'~ ci-- t:: c:..:.e TYPE OF CONSTRUCTION: 1@IIIIV Occupancy Group ~ I . DMsion(i) 3 4 Permit Fee ..0........0....................... $ Plan Checking Fee ......................... $ State Surcharge ..................0......0..0 $ Penalty 0..0....0.............................. $ Septic System .....0........0.........0...... $ ..0................ $ ~ 17 '7 "0.. L \. g P:::it~'--4-q~ LOT ADDITION 4, OWNER (Name) Fireplace 0 Alterations 0 SETBACKS: Required Actual / BLOCK PID L.;:-2. 9 <-- D~\. - <:::J 12, NO, OF STORIES ~ (Address) (Tel. No,) Septic 0 Addition 0 Heating 0 Plumbing 0 Finish Attic 0 Residing 0 Reroofing 0 Porch 0 Finish Basement 0 ~ FOR ADMINISTRATIVE USE Front Back Side Side MATERIAL FILED WITH APPLICATION SOIL TESTS 0 ENERGY DATA .{:L PILING LOGS 0 PERCOLATION TESTS 0 PLANS & SPECS..p... SETS SURVEY t:f-- COPIES PLOT PLAN 0 OFF STREET PARKING SPACES REO, SPACES ON PLAN PERMIT VALUATION Z- Amount Brought Forward .. .... .. 0 .. 0.. .... $ Park Support Fee ?:~obo...... $ SAC ......'2~~::-obo..o......o.. $ Collective Street Fee~~~..bo"" $ Sewer Tap ......0..........0......0......0... $ License Check Fee oro,'l'~....o........ $ Pressure Reducer ~. ..0......0......... $ Meter Hom ..o....~o.....,....o..o......o.... $ Water Myter .. 0 ..11.i..... 0.......... 0.... $ o Sewer&~~~~~ ........0.. $ o Water Tower Fee :.z~~:f.-:b......o $ City: ~S:M- U~I~ ~ Dl2-.. 2-< :So Zs:;..7, C; b ::s.~?:J ~ tJD ( ~~. ~~ Check if Deferred Water Tap .........0......................... $ Builder's Deposit 0..........0....0..0........ $ Other ..........0........0....0..0............. $ Total Due .........0..0....0...........0 $ PalO ,,J) r ...'Zl 24 Hour notice for all inspections 447-42309:00 a,m, '10:00 a,m, qs 02/0 PRIOR LAKE INSPECTION RECORD DEPARTMENT OF BUILDING AND INSPECTION . SITE ADDRESS SJtO M"""T -,;f..,... ./ NATURE OF WORK ~ ~ l'4/ul.tt-tL- 1/ USE OF BUILDING PERMIT NO. 'IS' -J2h DATE ISSUED _ 71.31/~r CONTRACTOR i'" M (j~ NOTE: THIS IS OT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE FOOTING FOUNDATION (Prior to Backfill) PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER I WATER I SEPTIC FRAMING INSULATION ELECTRICAL PLUMBING HEATING (if required) FIREPLACE GAS LINE AIR TEST l;/tl<< ~ '15 COVER NO WORK UNTIL A OVE HAS BEEN SIGNED I WALLBOARD F I ~ i~"~ Ir(/Iil( f//#fj GRADING (Prior to Sodding) BUILDING I 1. rtJi /177 ELECTRICAL v f PLUMBING HEATING 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. Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS 447-4230 BRAUNSM INTERTEC Report of Field Compaction Tests Date: November 2, 1995 Project: BODX-95-18OC Report: 5 Oient: Mr. Paul Carlsted Kraus-Anderson Construction Company S2S South 8th Street Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park - .. lis. MN S5404 Prior Lake. Minnesota Max. Lab Inplace Specified Soil Optimum Dry DeDsitr' InpIace Dry Relative Minim om ID and Moisture" (StcLProc.) Moisture Demity Compaction Compact. Test Date Type Classification (%) (pd) (%) (pet) (%) (%) Comments 12 10/19/95 N P-l: SM 12th 117th 12 108 92 95 B - 13 10/19/95 N P-l: SM 12th 1 17th 12 118 100 95 A 14 10/19/95 N P-1: SM 12th 1171h 13 118 100 95 A 12A 10/19195 N pol: SM 12th 117th 13 119 101 95 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A = Test results comply with specifications. B = Test results do not comply with specifications. Test Test Location Elevation 12 45'N, 4'W of SE building corner, wall backfill 951 th 13 2'N, 5'W of SE building corner, wall bacldili 951~ 14 105'N, 2'W of SE building corner, wall backfill 951 Vz l2A Retest of 12 951 th Elevation Reference: c: Mr. Dennis ZyUa; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Mr. Jerry Solnitzky; EGM Excavating Braun Intertec Corporation ~~~ Project Engineer 9S 18Oc\cts,5 BRAUNSM INTERTEC aun Interfec Corporation 6950 W~t 146th Street, Suile 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Report of Field Compaction Tests Date: November 2, 1995 Project: BODX-95-18OC Report: 4 Oient: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park ~ .. lis, MN 55404 Prior Lake, Minnesota Max. Lab Inplace Specified Soil Optimum Dry Density'" InplaC2 DrJ Relative Minimum ID and Moisture. (Std.Pro<<:.) Moisture Density Compaction Compact. Test Date Type Classification (%) (pd) (%) (pcf) (%) (%) Comments 6 10/18/95 N P-l: SM 12th 117th 14 114 97 95 A 7 10/18/95 N P-1: SM 12th 117th 13 118 100 95 A 8 10/18/95 N P-1: SM 12~ 117~ 13 118 100 95 A 9 10/18/95 N P-1: SM 12th 117th 12 118 100 95 A 10 10/18/95 N P-1: SM 12th 117th 13 117 100 95 A 11 10/18/95 N P-1: SM 12th 117th 18 112 96 95 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = a.M. and M.L.D.D. rounded to nearest 0.5 A = Test results comply with specifications. B = Test results do not comply with specifications. Test Test Location Elevation 6 2'N, 10'E of SW building corner, wall back:fi1l 951th 7 20'N, 2'l<' of SW building corner, wall backfill 951th 8 50'N, 2'E of SW building corner, wall backfill 951th 9 85'N, 15'E of SW building comer, wall back:fi1l 951th 10 60'N, 35'E of SW building comer, wall backfill 95l~ 11 20'N, 35'E of SW building comer, wall backfill 95lth Elevation Reference: c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Mr. Jerry Solnitzky; EGM Excavating Braun Intertec Corporation ~ ~~~~ Project Engineer 9S 18Oc\cts.4 BRAUNSM INTERTEC DI'CIun Intwtec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-4314493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Report of Field Compaction Tests Date: November 6, 1995 Project: BODX-95-18OC Report: 6 Oient: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business affice Park , .' lis, MN 55404 Prior Lake, Minnesota Max. Lab Inplace Specified Soil Optimum Dry Density. Inplace Dry Relative Minimum In and Moisture. (Std.Proc.) Moisture Density Compaction Compact. Test Date Type Classification (%) (PC!) (%) (PC!) (%) (%) Comments 15 11/6/95 N P.2: CL 15~ 112 18 112 100 100 A 16 11/6/95 N P-2: CL 15~ 112 18 112 100 100 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 '" = a.M. and M.L.D.D. rounded to nearest 0.5 A = Test results comply with specifications. B = Test results do not comply with specifications. Test T est Location Elevation 15 Parkin!! Lot, 70' S, 4O'E of the northeast buildin)1; corner 952 16 Parking Lot, lOO'S, 4O'E of the northeast building corner 952 Elevation Reference: c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Mr. Jerry Solnitzky; EGM Excavating Braun Intertec Corporation &~t3~ Grego .' , PE Project Engineer 9S18Oc\cu.6 BRAUNSM INTERTEC ...'Gun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax:431-3084 Engineers and Scientisls Serving the Built and Nalvral Environmenls Laboratory Compaction Characteristics of Soil (Proctor) Date: November 6, 1995 C11eDt: Mr. Paul Carlsted Kraus-Anderson Construction Company S2S South 8th Street Minneapolis. MN SS404 Field Data: Date Sampled Sampled By Classification Project: BODX-9S-18OC Description: CODSttUcd.on Testing Services EM Products Building Lot I. Block 1. Waterfront Business Office Park Prior Lake. Minnesota 9/30/93 Test Number Braun Intertec Location Sampled CL: Lean Clay with Sand. brown. P-2 Laboratory Data: ASTM D: 698-91 As Received Water Content: - Sieve Data, % on 3/4": Size of "Oversize": Procedure: standard A Prep. Method: wet % 3/4"-3/8": Percent Oversize: - Date Tested: 9/30/93 Rammer Type: manual % 3/8" - #4: - Spec. Gravity: - Maximum Dry Unit Weight. pcf Optimum Water Content. % 112 Curve Values 112 pcf 151h % Corrected Values (ASTM D 4718) I ~ I 110 ..... 108 g, ..; .:: =0 ';:3 ~ "= :3 106 >. ... 0 104 102 Water Content, % 12 14 16 18 20 22 95180C\p-2 ~ ALBERS . MECHANICAL SERVICES. INC. q:;--- 52h Office: (612) 224-3100 Fax: (612) 224-1742 (f1. () ::tk- ( l' ' BURNER INSPECTION REPORT A Full Service HVAC Contractor 200 West Plato Boulevard St. Paul, MN 55107 Job Number Date c;'" / '1- - ...g r t:> , Boller - Number f."fZ1 Af1.f7 BumerM-.Number fJ 0 ~jJ nt;s lie; AAA A Serial Number 'i { q ~ ()~ _ ~"Z.-- U.L Number SO Number Job Name and Addrna C M .f !DOve. TS Pel o a.. L IL fv1tJ GAS OIL' LOW MED HIGH LOW MED HIGH 01 <(.1 ;~ 1,5 C01 CO soP~ Net SWck Temp. ~/D ~ 0 Combuatlon Eff~ '6/% Fuel Prellure 55i Input " 'J1~ TEST AND CHECKS 1, Flame signal 2, Open burner and check fire box 3, Check condition of gas ring 4, Check and clean pilot assembly 5, Clean air strainer/s 6, Change oil filter 7, Replace nozzles 8, Clean permanent nozzles 9. Check combustion air fan 10, Clean and adjust electrodes 11, Check high voltage wire 12. Check electrodes for cracks #- #- #- 13. Lubricate motor 14. Check ill linkage for wear 15, Tighte~ all linkage 16. Replace vacuum tubes (If Applicable) 17, Clean control cabinet 18, Tighten all wires 19, Check starter contacts 20, Check and prove all operating and limit controls 21, Check and record gas pressure 22. Discuss findings with operating engineer Comments: Cu.tomer Slgnatu,. ServIce TeChnician {A~ p:/J (I J.vff? i () .19/17 .~ ALBERS . MECHANICAL SERVICES, INC. Office: (612) 224-3100 Fax: (612) 224-1742 BURNER INSPECTION REPORT -#= ~1 LA A Full Service HVAC Contractor 200 West Plato Boulevard St. Paul, MN 55107 Job Number Date 12 " p) -q~ Job NMMt and Addreu C rI\ Pt200JC-rS BoUer Model Number 8 /2<fArJ -,-- Burner Model Number -:;-g 0 /) (' 1/ () 7 7.. 1/ '? A If A Serial Number "0 9 c:;: G '7_ 0 Z ~c::;- U.L Number SO Number P t?l ()12 LIL' MAJ GAS OIL' LOW MED HIGH LOW MEO HIGH 01 ~, 1.- C01 .~ ~,4 CO t; 8 fPM Net Stack Temp. .~~Q Combuatlon Eff_ ~q~ Fuel PAllIUM l~~ I(5;O::J Input /.J7J TEST AND CHECKS 1, Flame signal 2, Open burner and check fire box 3, Check condition of gas ring 4. Check and clean pilot assembly 5, Clean air strainer/s 6. Change oil filter 7. Replace nozzles 8, Clean permanent nozzles 9. Check combustion air fan 10. Clean and adjust electrodes 11. Check high voltage wire 12, Check electrodes for cracks #- #- #- 13, Lubricate motor 14. Check ,all linkage for wear 15. Tight' all linkage 16. Replace vacuum tubes (If Applicable) 17, Clean control cabinet 18, Tighten all wires 19. Check starter contacts 20, Check and prove all operating and limit controls 21, Check and record gas pressure 22. Discuss findings with operating engineer Comments: SeMoe Technician -' --- ------- , ' -/{~ ,tJdi. \,- >j 'k'r.L'VjU-~ 7 3.:::t (u~ r i 0 -7'91/7 Customer Slgnatu,. -i) ALBERS . MECHANICAL SERVICES, INC, BURNER INSPECTION REPORT Office: (612) 224-3100 Fax: (612) 224-1742 4 ,)09' 3 tzfU \ I'j BumerModelNumbef ~g~ ~ t<J0300cgDA~.... Serial Number I tt Cf ,:;; c, 1/0.3 Cf U.L Number SO Number I I I A Full Service HVAC Contractor 200 West Plato Boulevard St. Paul. MN 55107 Job Number t't.. ~ - q ~ Date Job Name and Address l; tV} p(LoOJ~ . ":'~);::~~$~ GAS OIL' LOW MED HIGH LOW MED HIGH 01 ~\S C01 i 1.( CO ~~tI Net Stack Temp. 1$11- Q CombuatJon Eff_ ~O?o '3 ,..JI Fuel Preeeure ;)<t- Input ~~ TEST AND CHECKS 1, Flame signal 2, Open burner and check fire box 3. Check condition of gas ring 4, Check and clean pilot assembly 5, Clean air strainer/s 6. Change oil filter 7, Replace nozzles 8, Clean permanent nozzles 9. Check combustion air fan 10, Clean and adjust electrodes 11, Check high voltage wire 12, Check electrodes for cracks #- #- #- 13, Lubricate motor 14, Checkj."l1linkage for wear 15, Tightet(aU linkage 16, Replace vacuum tubes (If Applicable) 17, Clean control cabinet 18. Tighten all wires 19. Check starter contacts 20. Check and prove all operating and limit controls 21, Check and record gas pressure 22, Discuss findings with operating engineer Comments: Customer Slgnatu,. ~~ ~:~, , (1(1;V1 P ;:ti=- L o 79/t/1 ,;l'\:"l~'~ 81 ALBERS MECHANICAL :SERVICES. INC. 15- 3Zk . Office: (612) 224-3100 Fax: (612) 224-1742 t}- I BURNER INSPECTION REPORT A Full Service HVAC Contractor 200 West Plato Boulevard St. Paul, MN 55107 Job Number Date / z,. 1.... 'Is Job Name and Address I r M fl fV::> th.J C -r.~ Boller Model Number !8J 4:Y../'"1C-~ r; n.e'O) J Burner Model Number C r2- - I SO Serial Number (1/ q c;;- 0 Co - O::3S- -IS 0 - 00/9 U.L Number SO Number I, \il "I JI ~ 1 I I i I I I I i I I I I ! I " l " 1'\ :'''-- GAS OIL' LOW MED HIGH LOW MED HIGH OJ 1//1 COJ s,1;? CO '1//111 , Net Stack Temp. go..., CombustIOn Eff~ lS~ Fuel I'nIllure g,s~ ..... Input /Sj~~ .~ \ ".- TEST AND CHECKS ., \ 1, Flame signal 2, Open burner and check fire box 3, Check condition of gas ring 4, Check and clean pilot assembly 5, Clean air strainer/s 6. Change oil filter 7. Replace nozzles 8, Clean permanent nozzles 9, Check combustion air fan 10, Clean and adjust electrodes 11. Check high vohage wire 12. Check electrodes for cracks #- #- #- 13, Lubricate motor 14. Check all linkage for wear 15, Tighten all linkage 16, Replace vacuum tubes (If Applicable) 17. Clean control cabinet 18. Tighten all wires 19, Check starter contacts 20, Check and prove all operating and limit controls 21. Check and record gas pressure 22. Discuss findings with operating engineer Comments: Customer SIgnature ~ /. SeMceTechnlclan"~~ ~ eJDM (::> ff ! 611//7 -. ALBERS . MECHANICAL SERVICES. INC. Office: (612) 224-3100 Fax: (612) 224-1742 A Full Service HVAC Contractor BURNER INSPECTION REPORT :tf 'z_ 200 West Plato Boulevard St. Paul, MN 55107 Job Number Date / Z . 7- 9.,:; Job Nwne and Addre.. L"M fl/!o ,?u (1\ ~ Boller Model Number ;!Of3cXTS ~ oil IJo ~ Burner Model Number C t2 - 15 <..::) Serial Number C - q 5" 0 ~ - 0:5 <5 - 1'5 0 - 0 dl d U.L Number SO Num~ ' ~ / GAS JOIL . LOW MED HIGH LOW MED HIGH 01 1'/9 C01 3/~ CO Z o~,d" Net Stack Temp. 2il" CombuatIon Efft,6Js5 1 ftli~ g L 'i Fuel Preeaure ,~ ()J ('- Input l-ip ~) /kr' TEST AND CHECKS 1, Flame signal 2, Open burner and check fire box 3, Check condition of gas ring 4. Check and clean pilot assembly 5, Clean air strainer/s 6. Change oil filter 7, Replace nozzles 8, Clean permanent nozzles 9. Check combustion air fan 10, Clean and adjust electrodes 11. Check high voltage wire 12, Check electrodes for cracks #- #- #- 13, Lubricate motor 14. Check all linkage for wear 15, Tighten all linkage 16. Replace vacuum tubes (If Applicable) 17, Clean control cabinet 18, Tighten all wires 19. Check starter contacts 20, Check and prove all operating and limit controls 21, Check and record gas pressure 22. Discuss findings with operating engineer Comments: Customer Slgnatu.. J.t:k;:< ~~/~~~ . i '0 If" fl ..tl L 0 7 7 / V.7 SeMce Technician .~ ALBERS . MECHANICAL SERVICES. INC. ., Office: (612) 224-3100 Fax: (612) 224-1742 A Full Service HVAC Contractor BURNER INSPECTION REPORT ;il-3 200 West Plato Boulevard St. Paul, MN 55107 Job Number 'f/ Date (2 - 7- ~ Job Name and Address e tI1 I~ I) u ~yS Boiler Model Number kof.3(../Yll"S (, ,~DoAJ Burner Model Number C (L 2 cO Serial Number 9 1/ z- - 0 3~ - 7- 00 - 00 ~ U.L Number SO Number 1, Flame signal 2. Open burner and check fire box 3, Check condition of gas ring 4, Check and clean pilot assembly 5. Clean air strainer/s 6. Change oil filter 7, Replace nozzles 8, Clean permanent nozzles 9, Check combustion air fan 10, Clean and adjust electrodes 11. Check high voltage wire 12. Check electrodes for cracks #- #- #- 13. Lubricate motor 14, Check all linkage for wear 15. Tighten all linkage 16. Replace vacuum tubes (If Applicable) 17. Clean control cabinet 18, Tighten all wires 19. Check starter contacts 20, Check and prove all operating and limit controls 21, Check and record gas pressure 22. Discuss findings with operating engineer oj 'j I I tl I I 1 1 I j I I l I I ,-- GAS OIL' LOW MED HIGH LOW MED HIGH O. -1,( CO. -1,1 CO /0 f7.?tj . Net Stack Temp. Y3~" Combultlon Eff~ 1 t'9c, ?~ I Fuel Pnleaunt ;";t! 'l Ov/ Q 0 Input I5rJ TEST AND CHECKS Comments: L Customer SIgnature SeMce Technician ~~~~~- (I i) ~ll ,.;t:1. t f) 19/f? . .1 .~ ALBERS . MECHANICAL SERVICES, INC. Office: (612) 224-3100 Fax: (612) 224-1742 BURNER INSPECTIO,N REPORT -::tL i A Full Service HVAC Contractor 200 West Plato Boulevard 51. Paul, MN 55107 Job Number (2 - 7-- 9~ BoUer Model Number Burner Model Number SerIal Number (! U.L Number SO Number ~&,g7S GOI! p:;J (..:- R ~jS (;) q.~o 9 - 035'" - /5"0-000"2- Date Job Name and Addresa C}V( f.eoou(f !S , GAS OIL' LOW MED HIGH LOW MED HIGH 01 ~./ C01 f. ~! / CO 13 p~ Net Stack Temp. .:J 375 Combuatlon Eff~ fl o/~ ~, _,1 Fuel PNleure I~ CJJ~ Input ~~~ AT...> " TEST AND CHECKS I I I i I I I I " I I I I 1, Flame signal 2. Open burner and check fire box 3, Check condition of gas ring 4, Check and clean pilot assembly 5, Clean air strainer/s 6. Change oil filter 7. Replace nozzles 8, Clean permanent nozzles 9, Check combustion air fan 10, Clean and adjust electrodes 11, Check high voltage wire 12, Check electrodes for cracks #- #- #- 13, Lubricate motor 14. Check all linkage for wear 15, Tighten all linkage 16, Replace vacuum tubes (If Applicable) 17. Clean control cabinet 18. Tighten all wires 19. Check starter contacts 20, Check and prove all operating and limit controls 21, Check and record gas pressure 22, Discuss findings with operating engineer Comments: Customer Slgnatu,. /.Swt.:;~ ~.~ - _ L/ ../( ....,.,/. ('If) /if T -- t () I J / 't -;/' SeMceTechnlclan - ~i) ALBERS . MECHANICAL SERVICES. INC. Office: (612) 224-3100 Fax: (612)224-1742 A Full S8rvic8 HVAC Contractor BURNER INSPECTION REPORT -J~ ,/ y/ 200 West Plato Boulevard St. Paul, MN 55107 Job Number ,...,- Date /7-7- t'J Job Nmne and Address 1-rJ / t7uu c..I(lT!J Botter Model Number KD& rL-r:, (\ \) l Ov (~ Burner Model Number ( f2. - 7 0 0 SerIal Number q/..//'L- ... 0 jc; ... 200"- Oot./ 0 U.L Number SO Number GAS OIL' LOW MED HIGH LOW MED HIGH 01 (g,1 C01 ff./ CO l/p 1M Net SWCk Temp. t.( 41 () Combuatlon Eff~ 1q Itlo Fuel Pr8saunt ~1/ Input tObji).)() ~-rv TEST AND CHECKS 1 0 Flame signal 2, Open burner and check fire box 3. Check condition of gas ring 4, Check and clean pilot assembly 5. Clean air strainer/s 6. Change oil fiher 7, Replace nozzles 8. Clean permanent nozzles 9, Check combustion air fan 10. Clean and adjust electrodes 11. Check high vohage wire 12, Check electrodes for cracks #- #- #- 13, Lubricate motor 14, Check all linkage for wear 15, Tighten all linkage 16, Replace vacuum tubes (If Applicable) 17. Clean control cabinet 18, Tighten all wires 19. Check starter contacts 20. Check and prove all operating and limit controls 21, Check and record gas pressure 22. Discuss findings with operating engineer Comments: Customer Slgnatu,. /~^-_ ~';'1' 1~(\-:1 L IJ19I(? SeMce Technician \~ ~ - < White - Building Canary - Engineering Pink - Planning Tho Conlo' of Iho Lako Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ~'(11-:J./ a. /~/)~ APPLICATION RECEIVED & L ~D /q~- . The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: - 0- t.dJhJ~~ ~/J-Vs=-}.vj~ A1'~<>~' :;JkrJ-/~)J ~.~ IJ Accepted V ,Accepted With Corrections '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. II \'\ .. .~ (j I~\ i\.....-) , i. n. C..lor of Ih. Uk. COB.lry \. White - Building Canary , Engineering Pink .;. Planning .. BUILOING PE~MIT APPUCm-ION DEPAR1"'E;~T CH,I:CKLlST b .' J/ 25-2;J#-COI - (;) (f1l7)! :::~:::~~;;I:E~~i~J:{h44b-./ ..~ i~ ~I~~ - 3(LITY) The Building, Engineering, and Planning Departments have reviewed the building permit application fq,r construction activity which is proposed at: ~ j -- 0 --' . - "I .5 35C) Accepted jJ 1.,1 "U "<><>'1c~~hUc:::;;:ns ~!twL Denied Reviewed By: 17-. M/(j-IAEL I FE./?- Date: ?,/2B/l99S- Comments:. I) ~ fA~~~ /~.?i 4? .Ie p;~L --k 'I~A~~~r~~~~' " # p 0 0 ~ 0", zJ d;jv~ ~ d/&-d ~//~~///'l.&/Z;.bL ~A;L . /' /J?L '1'/ 2fY9S d P 0 m v 3) 12.5 % d4'-P.4/j-' ~- ~d/'7-e.. &d ./~.$'- ~~- ~~g, 4) Lk-y 4>>/..tiL ,,/M?-:~&.4 /~:itJJV~~ ~, /p,J5{HY:r) . . "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." \~ Th. C.nl.. ollh. Lak. Counlry White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ~IJUQ./ (L./A/i~ APPLICATION RECEIVED /; 1-) D it! ~- , The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: -0- ~1~ Accepted ,ccepted With Corrections -;- Denied ~ Dale: '7-21- 9 ~ ( ~ ~ 6~ ~~k ~~U~ ~ ~~A ~ Reviewed B Comments: J- . ~~\~~ A l-\\JA.~ ~~~~ - U'-- ~r ~ - At-'- ~~~-: 2-. A~22..A't-4\~ ~ ~~...'~~\p..,\ ~~ ""~ r---- ~ +-bL ~~c.. b '\~ . :..:s.. ~ ~~ \ :r:.... '-f': (~~ . ~ ~~~i~.-L-,~~~ ~. ~~ ~~"'~ ~~ \..{ - ~ o~. ~\ \ '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." I. Blue 2. Gold 3. Yellow File City Applicant (,.TV OF PRIOR LAKE PLUMBING PERMIT AppI_1: V~ .~ ),~Phone: Address: J~ 5 .k <.:: ~ Signature: ~ 1. ~ "^ \ ~. Legal Description: Lot Block Sub: Site Address: ':5~~{) ~Y"VY"1 eRn.. .. Building Permit # f/ S- -J2J, PID # ~ 5 -2. ? /;.... rJ tl) - ~ NOTE: This permit will not be processed without complete information. FIXTURE UNITS # f/S-I'IJ- '1~?-...q ~\ M ':)5 3 Unit Quantity Type of Fixture Amount Total Bath Tub with or without shower $ 6.00 Dishwasher $ 6.00 Floor Drain $ 6.00 Lavatory (bathroom sink) $ 6.00 Laundry Tray (1 or 2 compartment sink) $ 6.00 Shower Stall $ 6.00 Sinks: $ 6.00 Bar Sink $ 6.00 Water Closet (toilet) $ 6.00 Rough-ins $ 6.00 Water Heater $ 6.00 Water Softner $ 6.00 Stand Pipe (washing machine) $ 6.00 Sewage Ejector $ 6.00 Backflow Assembly (RPZ, Double Check, PVB) $25.00 Backflow Assembly Test $10.00 Lawn Sprinkler $25.00 Other $ 6.00 Minimum Fee $25.00 .11/6. tJu $ QL\IOOO ~~ SURCHARGE .50 GRAND TOTAL $ .1.1/ d . .J-V This permit is granted upon the express condition that said contractor, shall comply in all respects with the ordinances of the State Plumbing Code and the ame,ndm~ts)hereof. J.. ~ RECEIPT NO, t./M1~ DATE V . ATIEST Call for all inspe i ns 24 hours in advanceo 4629 Dakota St. S.Eo, Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / FAX (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER a ~ ." m ::a ~ =i 'TI m m en . :tI 2 "5. - .... en ;! ~ en c: :tI o $: ~ m . m fI1 &> J4, . i i ~. > f ... !!l l5' ::J UI m ~ i "0 r 3 CD a. &> 3 l' o !!l CD ~ , t ~ ~_0Q..='1ll- a~i~~~ <8='mCD& a g, III iiiO '< ~ cra.8-8 jQ~~3~ =,~3~"'2._ !'l;::;:CD CD !2.0 ::rill UI CD'" g."O a III 3 CD~g.='~ 1ll3CDC.~ :g ~.. 0 III III ... e: ~ 8 2, o =' c: 0 al:;~;~ Q.. !!!o Q.. iD ~ "0 co ~ '0 UI Qi"i;::;:-iD ='Q..~~3 -, cr g. - III :. '< CD :;"0 ~:;IIlCDCD CDCDe!~3 gCJCDO;::;: :g5g-~1ll ,-, ~ =' aoo::=o. ~ z~' ~;- -G)3CDO ~OCD-'S "n='o ~"~8:IE :lEO~=,iD ~ - -, _ c. o'>goco ::r':'-3CD ... - ~ III - Z ~ ~ =' ~ 5.::m~: ~i~~i ... ~ ~ g: -. CDO- 3. s. ~ :r :T ~ CD ~ iiiO CD 3 :IE=_OIll S>> - 0 """'I :::!". a.g-3~g 0, !!l CD ~ C !!l CD ( ~ ~ ." m o 'TI ~ o ::a ~ . r- ~ :e o :JJ ~ ~ c: ~ all m Z en ." m o ~ c ..... t~ ~ 5 N:I: (0)' ?Z > z C ." 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"8 .... -flit UI o '0 o o -flit .... o '0 o o "8 o -flit -flit .... I\) o 0 o 0 o 0 o o 0 ... ... -:; ~ ~ ~f ~ ~!t CD . m 0 ag 0"'2. III r:: =' en Q..-fIIt .... ~' N CUI Q.. 0..... 5' co CD !t~ o~ O!. 00. p ;::;: a' =' ~ I\) ~ a ci" cr < III C .!D 3 ?' -flit I\) o (, o (") -.- G:i~ ." ~mO ." 1'""1'" r- II - "'0 n J~:a ~ !I i (5 o CII~:a Z f::t..- - tj en :I> in" 'm "'tl CD 3 ;::;: z p ~ c.. o lXl ~ , c: ~ (5 z &> 3 3 CD n e!: en :;' co CD " III 2. -< r " m m 5" 0. c: III ::;- e!: i o ;, III 3 ~ "'tl e: 2: cr Q ::r CD ... s: r:: .,.. ~ 3 -< ~~:-" ~G>:P. =i~ i ::> no'" g~'i5' ~ ~ CIlIa. . PILI YeLLOW . APllLICA.T GOLD. CITY CITY OF PRIOR LAKE NO. r s - g 7 SEWER AND WATER PERMIT NOTE: Sewer and Water contractors must be registered with the city. APPLICANT: \)~ ? )!.!..lffi1.~ PHONE: <:i~'8. -C\~X) ADDRESS: \ ~ \c:; A S -.th ~ ~ ~~.irI\D'5S3-t~ DATE: ~ - ;) Q - C\S SIGNATURE: ~U<N\ \~ BLDG. PERMIT # c;S-J2t SITE ADDRESS: ~y) G~,"~ ~n, PID# Js -2f/; - a4J-o FILL IN THE BLANKS 1. Estimated length of water service 8QO feet. 2. Size of water service (0 inch(es) . 3. Location of any couplings from structure feet. ~-~ 4. Type of sewer pipe. ABS____ PVC~ Cast Iron 5. Estimated length of sewer line ,0 feet. 6. Clean out (if required), located at structure. feet from ------------------------------------------------------------------ ------------------------------------------------------------------ This application becomes your permit when approved. ByJ}d"t dJ;Ju.;, '12. DATE: f/.t.;LjI~ ====== =~=========t=~============================================= FEES: $ $ $ 35.00 .50 35.50 Sewer and water line connection permit. Surcharge TOTAL * Fee for either sewer or water individually is $20.00 plus $ .50 surcharge. Sewer and water permits issued for new construction must be recorded on the building permit card at the time of issuance to insure that no duplicate sewer and water permits are issued. DATE PAID l/lt!,,( RECEIPT # Lh 7JIJ , * AMOUNT PAI~ ~JJ REC'D BY ~ ~ 4629 Dakota St. S,E., Prior Lake, Minnesota 55372 / Ph. (612) 447.4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER BRAUNSM I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: September 14, 1995 Client: Mr. Paul CarIsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 ..raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Desai.ption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota li1ELD DATA: Set Number: 1 Date Cast: 9/6/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: contractor Liquid Added at Site: not given Sample Location: Footings: Grids 7 to 4.75 Field Notes: DESIGN DATA: Mix Design: 3265 3000 ~ FW Supplier: Cemstone Specified Air: no air Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Sample No. Date Recvd Test Date Field Cure Lab Cure Test Age 7 56990 2000 B 1A 9/12 9/13 6 1 Specified Strength at 28 Days (psi): 3000 Max Load (pounds) Cyl Area (sq in) Remarks Code(s) Compressive Stt:ength, psi 28.43 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc.l Braun Intertec Corporation &J.i1~ Greg J. on, PE Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: September 18, 1995 Client: Mr. Paul CarIsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 ..raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fax: 431.3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 2 Date Cast: 917/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: contractor Liquid Added at Site: not given Sample Location: Footings: Grids 3-A to l-A.75 Field Notes: DESIGN DATA: Mix Design: 3000 ~ FW Supplier: Cemstone Specified Air: no air Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Sample No. Date Recvd Test Field Lab Date Cure Cure Test Age 7 65140 28.35 2300 B 2A 9/12 9/14 5 2 Specified Strength at 28 Days (psi): 3000 Max Load (pounds) Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-da.y age according to a typical strength age relationship. c: Mr. Dennis ZyUa; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc02 Braun Intertec Corporation ~~~ Project Engineer BRAUNS INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: Sep~~ 18, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 3 Date Cast: 9/8/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: contractor Liquid Added at Site: not given Sample Location: Footings: Grids l-A.75 to 0-1.75 DESIGN DATA: Mix Design: 3000 :y.. FW Supplier: Cemstone Specified Air: no air Specified Strength: 3000 Truck or Ticket Noo: not given Cylinders Per Set: 4 Field Notes: Sample No, Date Recvd Test Field Lab Date Cure Cure Test Age Max Load (pounds) Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) 3A 9/12 9/15 4 3 7 77650 28.46 2730 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mro Gary Staber; City of Prior Lake Braun Intertec Corporation ~~ Project Engineer 9518Oc\conc,3 BRAUNS INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: Sep~~ 19, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake. Minnesota FIELD DATA: Set Number: 4 Date Cast: 9/11/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grids 1.75 to 3075 on D and Grids A to B075 on 7 DESIGN DATA: Mix Design: 3000 3/4 FW Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample No. Date Recvd Test Field Lab Date Cure Cure Test Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 4A 9/12 9/18 1 6 7 81180 28,39 2860 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationshipo c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation $' ~ -p,JA/~ Gregory . B~~E Project Engineer 9S18Oc\conc.4 BRAUNSM t:'t~~ I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: September 20, 1995 Client: Mr. Paul CarIsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 FIELD DATA: Set Number: 6 Date Cast: 9/12/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grid A to C, 7 Field Notes: ....raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 ~ Sample No. Date Recvd Test Field Lab Date Cure Cure Test Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 6A 9/14 9/19 2 5 7 72220 28.36 2550 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will1ikely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc,6 Braun InterteC Corporation ~~ Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" J: 12" Cylinder Date: September 21, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company S2S South 8th Street Minneapolis, MN SS404 Project Number: BODX.95.18OC Project Description: Consttuction Testing Services EM Products Building Lot I, Block I, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 7 Date Cast: 9/14/95 Time Cast: not given Measured Slump: not given Measured Air: not given Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: Conrractor Liquid Added at Site: not given Sample Location: Footings: Grid B, 4.5-7 Field Notes: DESIGN DATA: Mix Design: not given Supplier: not given Specified Air: None Specified Srrength: 3000 Truck or Ticket Noo: not given Cylinders Per Set: 4 Sample Date Test Field Lab No. Recvd Date Cure Cure Test Age Max Load (pounds) Cyl Area (sqin) Compressive Srrength, psi Remarks Code(s) 7A 9/19 9/21 5 2 7 57480 2030 B Specified Srrength at 28 Days (psi): 3000 28.36 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zyl1a; Nortbco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S 18Oc:\coDc. 7 Braun Intertec Corporation ~~~ Greg ~, PE Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, fr' x 12" Cylinder Date: Sepu:nber 21, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 aun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 5 Date Cast: 9/13/95 Time Cast: not given Measured Slump: not given Measured Air: not given Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grid D, 5 Field Notes: DESIGN DATA: Mix Design: 3265 S~li~: Ccnsoone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders P~ Set: 4 Sample No. Date Recvd Test Date Field Cure Lab Cure Test Age Max Load (pounds) Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) 5A 9/14 9/20 1 6 7 72280 28.38 2550 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-dAy test result projects that the specified strength will likely be met at the 28-dAy age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9518Oc\conc.5 Braun Intertec Corporation ~~~E4 Project Engineer BRAUNSM I NTE RTEC CompreSsive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: September 22, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company S2S South 8th. Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block: 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 8 Date Cast: 9/15/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Column Pads: 8 Hpads, 8'6" by 8'6" DESIGN DATA: Mix Design: not given Supplier: not given Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test No. Recvd Date Cure Cure Age Max Load (pounds) Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) 8A 9/19 9/22 3 4 7 66470 28.39 2340 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation ~i5~ Greg " PE Project Engineer 9S180c\conc.8 BRAUNSM INTERTEC ..taun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: October 9, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 4 Date Cast: 9/11/95 Time Cast: not given Measmed Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grids 1.75 to 3.75 on D and Grids A to B.75 on 7 DESIGN DATA: Mix Design: 3000 3/4 FW Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 4A 9/12 9/18 1 6 7 81180 28.39 2860 B 4B 9/12 10/9 1 27 28 119780 28.43 4213 L 4C 9/12 10/9 1 27 28 110850 28.43 3900 L Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation ~~ Greg . on, PE Project Engineer 9S18Oc\conc.4 BRAUNSM INTERTEC ..raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Compressive Test of Concrete Cylinder Test Method: ASTM C 39, ~'x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: October 9, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company " 525 South 8th Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM ProduCts Building Lot 1, Block 1, Waterfront" Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 3 Date Cast: 9/8/95 TlDle Cast: not given Measured Slump: not given Measured Air: not given Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: contractor Liquid Added at Site: not given Sample Location: Footings: Grids l-A.75 to D-1.75 DESIGN DATA: Mix Design: 3000 ~ FW Supplier: Cemstone Specified Air: no air Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 3A 9/12 9/15 4 3 7 77650 28.46 2730 B 3B 9/12 10/6 4 24 28 110350 28.32 3900 L 3C 9/12 10/6 4 24 28 99650 28.32 3520 L Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Ion Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation ~~ Project Engineer 9S180<:\c:onc.3 BRAUNSM INTERTEC Braun In..nee Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Dale: October 6, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 2 Date Cast: 917/95 Tune Cast: not given Measured Slump: not given Measured Air: not given Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: contractor Liquid Added at Site: not given Sample Location: Footings: Grids 3-A to 1-A.75 DESIGN DATA: Mix Design: 3000 ~ FW Supplier: Cemstone Specified Air: no air Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 2A 9/12 9/14 5 2 7 65140 28.35 2300 B 2B 9/12 10/5 5 23 28 108490 28.41 3820 L 2C 9/12 10/5 5 23 28 114570 28.41 4030 L 2D 9/12 HOLD Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation ~~~ Project Engineer 9S 18Oc\conc.2 BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: October 4, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fox: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota li1ELD DATA: Set Number: 1 Date Cast: 9/6/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: contractor Liquid Added at Site: not given Sample Location: Footings: Grids 7 to 4.75 DESIGN DATA: Mix Design: 3265 3000 ~ FW Supplier: Cemstone Specified Air: no air Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 1A 9/12 9/13 6 1 7 56990 28.43 2000 B 1B 9/12 10/4 6 22 28 103240 28.33 3640 L lC 9/12 10/4 6 22 28 102970 28.33 3930 L ID 9'1'" HOLD 11"- Specified Strength at 28 Days (PSi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc.l Braun Intertec Corporation ~ ~13~ Gregory ~ ,PE Project Engineer BRAUNSM I NTE RTEC aun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Compressive Test of Concrete Cylinder (Revised) Test Method: ASTM C 39,6" x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: October 4, 1995 Client: Mr. Paul Car1sted Kraus-Anderson Construction Company S2S South 8th Street Minneapolis. MN SS404 Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1. Block 1. Waterfront Business Office Park Prior Lake. Minnesota FIELD DATA: Set Number: 7" Date Cast: 9/14/95 Time Cast: not given Measured Slump: not given Measured Air: not given Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grid B, 4.5-7 Field Notes: DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Sample Date Test Field Lab Noo Recvd Date Cure Cure Test Age Max Load (pounds) Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) 7A 9/19 9/21 5 2 7 57480 28.36 2030 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc.7 Braun Intertec Corporation ~~ Project Engineer BRAUNSM I NTE RTEC Compressive Test of Concrete Cylinder (Revised) Test Method: ASTM C 39,6" x 12" Cylinder Date: October 4, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 8 Date Cast: 9/15/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Column Pads: 8 Hpads, 8'6" by 8'6" DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample No. Date Test Field Lab Recvd Date Cure Cure Test Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 8A 9/19 9/22 3 4 7 66470 28.39 2340 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects tbat the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Nortbco Corporation Mr. Jon Pope; Pope Associates Mr 0 Gary Staber; City of Prior Lake Braun Intertec Corporation ~~~ Project Engineer 9S18Oc\conc.8 BRAUNSM INTERTEC draun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612.431-4493 Fax: 431-3084 Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: October 12, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM Products Building Lot 1; Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 5 Date Cast: 9/13/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grid D, 5 DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket Noo: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks Noo Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 5A 9/14 9/20 1 6 7 72280 28038 2550 B 5B 9/14 10/11 1 27 28 108200 28.39 3810 L 5C 9/14 10/11 1 27 28 112060 28.39 3950 L 5D 9/14 HOLD Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mro Dennis Zylla; Northco Corporation Mr, Jon Pope; Pope Associates Mr, Gary Staber; City of Prior Lake Braun Intertec Corporation ~~ Project Engineer 9S 18Oc\conc.5 BRAUN" INTERTEC Compressive Test of Concrete Cylinder (Revised) Test Method: ASTM C 39,6" x 12" Cylinder Date: October 12, 1995 Client: Mr. Paul CarIsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 7 Date Cast: 9/14/95 T1ID.e Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grid B, 405-7 DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 7A 9/19 9/21 5 2 7 57480 28,36 2030 B 7B 9/19 10/12 5 23 28 91350 28.41 3220 L 7C 9/19 10/12 5 23 28 92950 28.41 3270 L 7D 9/19 HOLD Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-d:ay test result projects that the specified strength will likely be met at the 28-d:ay age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mro Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr, Gary Staber: City of Prior Lake 9S18Oc\conc.7 Braun Intertec Corporation ~~ Grego ~~, PE Project Engineer BRAUNSM INTERTEC ..raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Compressive Test of Concrete Cylinder (Revised) Test Method: ASTM C 39,6" :x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: October 13, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 8 Date Cast: 9/15/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Column Pads: 8 Hpads, 8'6" by 8'6" DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 8A 9/19 9/22 3 4 7 66470 28.39 2340 B 8B 9/19 10/13 3 25 28 98740 28.35 3480 L 8C 9/19 10/13 3 25 28 91140 28.35 3200 L 8D 9/19 HOLD Specified Strength at 28 Days (psi): 3 ()()() Remarks: B: The 7 -day test result projects that the specified strength will1ikely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation I" ~~~ Project Engineer 9S18Oc\conc.8 BRAUNSM I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" I 12" Cylinder Date: October 11, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 6 Date Cast: 9/12/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Footings: Grid A to C, 7 Field Notes: DESIGN DATA: Mix Design: 3265 Supplier: Cemstone Specified Air: None Specified Strength: 3000 Truck or Ticket No.: not given Cylinders Per Set: 4 Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 6A 9/14 9/19 2 5 7 72220 28.36 2550 B 6B 9/14 10/10 2 26 28 114110 28.40 4010 L 6C 9/14 10/10 2 26 28 109480 28.40 3850 L 60 9i14 HOLD Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7 -day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc.6 Braun Intertec Corporation ~~ Greg . , PE Project Engineer )6/S(;1 [ p'llll!~;ld'\w.JJ (.JOl ,,, W!I"',,) ;,'"'UI/'f.! .. 1(10,' .mlR '-'lll,,:nuJUI unrufl OJ ,{do' ,llllf.11) l' ') ': ,j i.~ :~'Jllmr-\ Cl I -:~;::1-/?-:/-"'''''-';''>/;lW>:\: "n., lll'ld ._--~---".._.--~~-_.- __I l:. L.;y / ,?If(J - '..--'--'---_'n____n~~:;_:;;_=~-:.--=-=;;>-- ..?t.,?-,,~'" 'POU;11 \ ~-~- ;),\t)\.jP. p;ll\.U SF. ltl;1;'lX;l ':)f1D ;:np JO SUOlS!AOJd d!l{sup.w'I.ln.-,,\ ;\14P.;iliddr pup. "U()!lp.~tl!;J~ds 'smqd IXMOJddr. ;)l{! l{ll,\\ ;l;"lUP.pJfl,"1)P Uj ;)I]Op SI'.,-"\ ~p;ldsu! 'lJOM. 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SUlllJP.;,\lYl ~U! pn pUI 'C)pl1W SUOlP;ldsu J ;\ql~'\,1(J -~.. ._.__.._._~~-<_.~-_.~..._-._-- -~_.~.,"--_. ~..._".. -.------...-..-..----.. - ". --..------.:-.-;-:l~I'--' '~_7;-- :~JnlP_J;3dtv;ll. f)l.Iv. 1;141...;14,\ --.-- .'_'___"_~__n.__ ____ 'lJ\~!p~d~uJ ~UlrlJj ;>LUfJ, _m._.. ,lI(;I1:"'Jd~UI ~UIUUI~;lH ~UJl,l II J!po~J~d C1 sncnUI1UO~) :..1Jp.Jri;\O;)/( s )?dA.l i1lllD~d,u I :ON 1~<*Ud IUd'!.) --------.---.--------p;;- ) ('fl,' ~ (., ' :':C; 0.'; : . ('IN p;3f()Jd --'-"'---"-;;p,-,~ If"' J ------:;(j. 57-'- ,lJod~}l SI4.l. 10 ,)lP-n -----'---;;;--'--::-';..---;-,-;~-----;-,.',~I --'.'-~"~7T..'''-:-0-i'''t''';./-::;,.1 clg ~~5 :lU?IU SSrlJpPy I1J[nJd :;lW'P,N l;'\~f()Jd :J:lqwnN 1Jod~~ -.--;<.--. ".-~ -- ~~~ ') ) t ,~ 1 '-+, IO ,-\lD )31~31NI ~INnYlll1 ---,--)0 -'-I' ;)~ed ) , pod'iJH '{I!~(] ,IOP~:"l'l !Rp,ld~ BRAUNSM INTERTEC oraun Intel'tec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 551248520 612-431-4493 Fox: 431.3084 Compressive Test of Concrete Cylinder (Revised) Test Method: ASTM C 39, 6" x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: November 8, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 Project Desaiptioo: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 9 Date Cast: 10/31/95 Time Cast: oot given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Loading Dock Pads DESIGN DATA: Mix Design: 4062 Supplier: not given Specified Air: not given Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Field Notes: Sample No. Date Recvd Test Date Field Cure Lab Cure Test Age Max Load (pounds) 85310 Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 9A 11/2 11/7 2 5 7 28.33 3010 B Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation .. ~~~ Project Engineer 9S18Oc\conc,9 BRAUNSM INTERTEC ~raun Intertec: Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fox: 431-3084 Compressive Test of Concrete Cylinder (Revised) Test Method: ASTM C 39,6" x 12" Cylinder Engineers and Scientists Serving the Built and Natural Environments Date: November 28, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Description: Construction Testing Services EM Products Building Lot 1, Block 1 , Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 9 Date Cast: 10/31/95 Time Cast: not given Measured Slump: not given Measured Air: not given Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Loading Dock Pads DESIGN DATA: Mix Design: 4062 Supplier: not given Specified Air: not given Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Field Notes: Sample No. Date Recvd Test Date Field Cure Lab Cure Test Age Max Load (pounds) 9A 9B 11/2 11/2 11/7 11/28 2 2 5 26 7 28 85310 151670 Cyl Area (sqin) 28.33 28.36 Compressive Strength, psi Remarks Code(s) 3010 5350 B K Specified Strength at 28 Days (psi): 3000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. K: The above 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Ion Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Braun Intertec Corporation ~~ Project Engineer 9S18Oc\conc,9 BRAUNSM INTERTEC Compressive Test of Concrete C~~~! Test Method: ASTM C 39,6" x U" Cylinder Dare: November 14, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN SS404 NOV I 6 1995 Jun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-4314493 Fax: 431-308.4 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Desaiption: CODStructi.on Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 10 Dare Cast: 11/6/95 Time Cast: not given Measured Slump: not given Measured Air: N/A Conaete TemperatUre: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids A-B, 1-2 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Date Test Field Lab Test No. Recvd Date Cure Cure Age lOA 11/9 11/13 3 4 7 Specified Strength at 28 Days (psi): 4000 Max Load (pounds) 116850 Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) 28.30 4130 F Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oclconc.lO Braun Intertec Corporation ~~1~ Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder DlUC: November 14, 1995 Client: Mr. Paul Carlsted ' Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN S5404 Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 11 Date Cast: 1116/95 T1Dle Cast: not given Measured Slump: not given Measured Air: N/A Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids C-D, 3-4 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck: or Ticket No.: not given Cylinders Per Set: 3 Sample Date Test Field Lab No. Recvd Date Cure Cure Test Age Max Load (pounds) Cyl Area (sqin) Compressive Strength, psi Remarks Code(s) 11A 11/9 11/13 3 4 7 126540 28.30 F Specified Strength at 28 Days (psi): 4000 4470 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope A.ssocia1es Mr. Gary Staber; City of Prior Lake 9S 18Ocll:oDc, 1 1 Braun InterteC Corporation BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, ~' J: 12" Cylinder Date: November 14, 1995 Oient: Me. Paul Carlsted Kraus-Anderson Construction Company 525 Sooth 8th Street Minneapolis, MN 5S404 Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1. Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 12 Date Cast: 11/6/95 Time Cast: not given Measmed Slump: not given Measmed Air: N/A Conaete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids A-B, 4-5 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: . not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Date Test Field Lab Test No, Recvd Date Cure Cure Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 1~ 11/9 11/13 3 4 7 F Specified Strength at 28 Days (psi): 4000 124360 28.30 4390 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. c: Mr. Dennis Zylla; Nortbco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Ocll:onc.12 Braun Intertec Corporation .... ~{3~ Gregory . B , PE Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, ~t x 12" Cylinder Dare: November 14, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM ProducIs Building Lot I, Block I, Warerfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 13 Dare Cast: 1116/95 Tune Cast: not given Measured Slump: not given Measured Air: NI A Cona-ete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Uquid Added at Site: not given Sample Location: Floor Slab, Grids B-C, 4-5 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: NI A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample No. Date Test Field Lab Recvd Dare Cure Cure Test Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 13A 11/9 11/13 3 4 7 127870 28.30 4520 F Specified Strength at 28 Days (psi): 4000 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. c: Mr. Dennis Zylla; Nortbco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oc\conc.13 Braun Intertec Corporation ~i3~ Gregory B PE Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, ~'x 12" Cylinder Dare: November 14, 1995 Client: Mr. Paul Carlsted KralJs..Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Number: BODX-95-18OC ," Project ;. Desaiption: Construction Testing Services EM Products Building Lot 1,Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 14 Dare Cast: 11/6/95 TIlDe Cast: not given Measured Slump: not given Measured Air: NI A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids B-C, 5-6 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Dare Test Field Lab Test No. Recvd Dare Cure Cure Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 14A 11/9 11/13 3 4 7 126400 28.30 4470 F Specified Strength at 28 Days (psi): 4000 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. c: Mr. Dennis ZylJ..a; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9~18Oc\coac.14 Braun Intertec Corporation ~~~ Project Engineer BRAUNSM I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: November 14, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Prodncts Building Lot 1, Block 1 , Waterfront Business Office Parle Prior Lake, Minnesota FIELD DATA: Set Number: 15 Date Cast: 11/6/95 Tune Cast: not given Measured Slump: not given Measured Air: N/A Concrete Temperature: not given Air Temperamre: not given Cylinder C$t By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids CoD, 4-5 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Date Test Field Lab No. Recvd Date Cure Cure Test Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 15A 11/9 11/13 3 4 7 120400 28.30 4250 F Specified Strength at 28 Days (psi): 4000 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results, c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S 18Oc\cooc.1S Braun Intertec Corporation ~-B~ Greg " PE Project Engineer BRAUNS" I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: November 14, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 515 South 8th Street Minneapolis, MN 55404 Project Number: BODX-9S-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 16 Date Cast: 11/6/95 T1D1e Cast: not given Measured Slump: not given Measured Air: N/A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids C-D, 6-7 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Date Test Field Lab Test No. Recvd Date Cure Cure Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) 16A 11/9 11/13 3 4 7 97950 28.30 3460 B Specified Strength at 28 Days (psi): 4000 Remarks: B: The 7-&y test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake 9S18Oclcooc.16 Braun InterteC Corporation ~~~~ Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: December 5, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 " FIELD DATA: Set Number: 10 Date Cast: 1116/95 Time Cast: not given Measured Slump: not given Measured Air: N/ A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids A-B, 1-2 Field Notes: 6raun Intertec Corporation 6950 West 146th Strilet, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project Number: BODX-95-18OC Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota DESIGN DATA:--- Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample No. Lab Cure Test Age Date Recvd Test Date Field Cure lOA lOB 1119 11/9 11/13 12/4 3 3 4 25 Specified Strength at 28 Days (psi): 4000 Max Load (pounds) Cyl Area (sq in) Remarks Code(s) Compressive Strength, psi 7 28 116850 165530 F K 28.30 28.27 4130 5860 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. K: The above 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr 0 Gary Staber; City of Prior Lake 9518Oc\cODc, 10 Braun Intertec Corporation e"1J.~~ Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: December 5, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Description: Construction Testing Services EM Products Building Lot 1, Block I, Waterfront Business Office Park Prior Lake, Minnesota 'I FIELD DATA: Set Number: 11 Date Cast: 11/6/95 Time Cast: not given Measured Slump: not given Measured Air: N/A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids C-D, 3-4 DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 11A 11/9 11/13 3 4 7 126540 28,30 4470 F 11B 11/9 12/4 3 25 28 148680 28.27 5260 K Specified Strength at 28 Days (psi): 4000 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test resultso K: The above 28-day test result meets the required design strength. c: Mr, Dennis Zylla; Northco Corporation Mr, Jon Pope; Pope Associates Mr 0 Gary Staber; City of Prior Lake Braun Intertec Corporation ~~ Project Engineer 9S 180c\cODc,l1 BRAUNSM I NTE RTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: December 5, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 " Project Number: BODX-95-18OC Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FJELD DATA: Set Number: 12 Date Cast: 11/6/95 Time Cast: not given Measured Slump: not given Measured Air: N/ A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids A-B, 4-5 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Noo Date Recvd Test Date Field Cure Lab Cure Remarks Code(s) 12A 12B 11/9 11/9 11/13 12/4 3 3 4 25 Specified Strength at 28 Days (psi): 4000 Test Age Max Load (pounds) Cyl Area (sq in) Compressive Strength, psi F K 7 28 124360 153560 28.30 28.27 4390 5430 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. K: The above 28-day test result meets the required design strength. c: Mro Dennis Zylla; Northco Corporation Mro Ion Pope; Pope Associates Mr, Gary Staber; City of Prior Lake 9S 180c\conc,12 Braun Intertec Corporation ....... t::fl";M~~ Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: December 5, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 " Project Number: BODX-95-18OC FIELD DATA: Set Number: 13 Date Cast: 11/6/95 Time Cast: not given Measured Slump: not given Measured Air: NIA Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids B-C, 4-5 Field Notes: Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N 1 A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample No. Date Recvd Test Date Field Cure Lab Cure 13A 13B 11/9 11/9 11/13 12/4 3 3 4 2S Specified Strength at 28 Days (psi): 4000 Test Age Max Load (pounds) 127870 143740 Cyl Area (sq in) 28.30 28,27 Compressive Strength, psi Remarks Code(s) F K 7 28 4520 5080 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. K: The above 28-day test result meets the required design strength. c: Mro Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr, Gary Staber; City of Prior Lake 95180c\conc,13 Braun InterteC Corporation ~~~ Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: December 5, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 " Project Number: BODX-95-18OC FIELD DATA: Set Number: 14 Date Cast: 11/6/95 Time Cast: not given Measured Slump: not given Measured Air: N/A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab. Grids B-C, 5-6 Field Notes: Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample Noo Date Recvd Test Date Field Cure Lab Cure 14A 14B 11/9 11/9 11/13 12/4 3 3 4 25 Specified Strength at 28 Days (psi): 4000 Test Age Max Load (pounds) 126400 155050 Cyl Area (sq in) Compressive Strength, psi Remarks Code(s) F K 7 28 28.30 28.27 4470 5480 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. K: The above 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mro Gary Staber; City of Prior Lake 9S1SOc\conc.14 Braun Intertec Corporation ~~~k Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: December 5, 1995 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 52S South 8th Street Minneapolis, MN 55404 'I Project Number: BODX-95-18OC Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota FIELD DATA: Set Number: 15 Date Cast: 11/6/95 Time Cast: not given Measured Slump: not given Measured Air: N 1 A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Liquid Added at Site: not given Sample Location: Floor Slab, Grids C-D, 4-5 Field Notes: DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: NIA Specified Strength: 4000 Truck or Ticket No.: not given Cylinders Per Set: 3 Sample No. Test Age Test Field Date Cure Lab Cure Date Recvd 15A 15B 11/13 3 12/4 3 4 25 11/9 11/9 Specified Strength at 28 Days (psi): 4000 7 28 Max Load (pounds) 120400 156920 Cyl Area (sqin) 28.30 28027 Compressive Strength, psi Remarks Code(s) 4250 5550 F K Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. K: The above 28-day test result meets the required design strength. c: Mr, Dennis Zylla; Northco Corporation Mro Jon Pope; Pope Associates Mr, Gary Staber; City of Prior Lake 9S 18Oc\conc,lS Braun Intertec Corporation ~~134 Gregory 0 ,PE ' Project Engineer BRAUNSM INTERTEC Compressive Test of Concrete Cylinder Test Method: ASTM C 39,6" x 12" Cylinder Date: December 5, 1995 Project Number: BODX-95-18OC Client: Mr. Paul Carlsted Kraus-Anderson Construction Company S2S South 8th Street Minneapolis, MN 55404 Project Desaiption: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota , , FIELD DATA: Set Number: 16 Date Cast: 11/6/95 TlDle Cast: not given Measured Slump: not given Measured Air: N/A Concrete Temperature: not given Air Temperature: not given Cylinder Cast By: Contractor Uquid Added at Site: not given Sample Location: Floor Slab, Grids C-D, 6-7 DESIGN DATA: Mix Design: 4041 Supplier: not given Specified Air: N/A Specified Strength: 4000 Truck or Ticket No,: not given Cylinders Per Set: 3 Field Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sqin) Strength, psi Code(s) 16A 11/9 11/13 3 4 7 97950 28.30 3460 B 16B 11/9 12/4 3 25 28 160390 28.27 5670 K Specified Strength at 28 Days (Psi): 4000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. K: The above 28-day test result meets the required design strength. c: Mr. Dennis Zylla; Nortbco Corporation Mro Jon Pope; Pope Associates Mro Gary Staber; City of Prior Lake Braun InterteC Corporation ( e~~~~ Project Engineer 95180c\conc,16 DEC- 8-95 FRI a:04 WELLINGTON SECURITY SYST P.04 DEe 08 '95 08:37AM Wellington Security Systems Decem.Jer 8. 1995 Jay Scherrer City of ('rior Lake EM PRODUCTS PROJECT Wellin9ton Security Systems ha,s installed, tested and completed the sprinkler monitoiing system at 5380 Cottonwood lane, Prior Lake MN. If you have any questions or concerns please contact me at Wellington Security Systems, 822-4094. Sin~'y, /fAPn C~ Tom Cameron Wellington Security Systems ., ('12) 822-.i094 Four l!aet Diamonel LaJce Rold Mlftftelpolis, Mlnneeotl 55419 " GENERAL INFORMATION 13:-9 CONTRACTOR'S MA TERrAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon CXIl11llellon of """Ie, Il1Ipealon and ,..IS sll.aU be made by 'he contraclDf"s r_......"... and wilneol4ld by an owne(1 rllpr......lalt".. All defects IhaJI be CIltr8C18d and Iystem !ell In ..,~ belOAI canltaClO(S personnelllnaUy Ieavelhe job. A ",,"lI1catelhal be IIl1ecI aut and .Igned by both ~..en'81Iva. Copies shaJ be prOll>ated ler """,cNlng authorities. """,,tso and COnlrac:or. h Is U/lCI8fSl00d the own...s tIlI)o .......W...'I algnaIu.. In no -y prejud\Qoa any dam against contrac1or lor l:wlly maerial. poor worllmansllip, or lailure 10 COlTllly ...h approving aulhor"Y"s require",.,,,,s or . local ordinances. PROPERTY NAME E. '-'\ "P~Ot>"'"~ ~ 100TE\"Z../ 8 /o.,~ PROPERTYAODRESS 5"3.80 ("'_.... ~1"l"\~', ' L ""'? \.. ~ 'M:. \' ~ Ol)"b ,..~ . ~ \a~ ACCEPTED BY APPROV~~ll-IORITIF." (NAMES) . C\,"'t""r ~'t:' "\....~, \A~ ADDRESS PLANS INSTALLA TlON CONFORMS TO ACCEPTED PLANS 'll YES ONO EOUIPMENT USED IS APPROVED DYES DNO IF NO, EXPLAIN DEVlA -:-IONS HAS PERSON IN CI-lAi ,lE OF FIRE EOUIPMENT BEEN INSTRUCTED AS TO LOCATION lllYES ONO OF CONTROL VALVES AND CARE AND MAINTENANCE OF 1l-iIS NEW EOUIPMENT? IF NO. EXPLAIN INSTRUCTIONS HAVE COPIES OF OJ.IE FOLLOWING BEEN LEFT ON THE PREMISES: )itYES ONO 1. SYSTEM COMPONENTS INSTRUCTIONS .&YES ONO 2. CARE AND MAINTENANCE INSTRUCTIONS ~ES ONO ~, NF?A 1:lA /aCtES ONO LOCAllON SUPPLIES BUILDINGS ~\..)-\"~ )S\A'U>\--' \.-. OF SYSTEM YEAR OF ORIFICE I TEMPERA TVRE MAKe: MODEL MANUFACTVRE SIZE OUANTITY RATING t=.\.\ ~a "'~ "". V-e.c. . \ C\ C\~ \ 'oz..:' 1."L I \\0 S. SPRINKLERS ...E.u A.~UE:. 1Cs..u.~,,,,,\ 'o..~ '/7. .. 8S/~ 17.~.I\td~ E \.., "lJ l..E: r.... '" s.~ ~ \Ci\Q ~ '/"'Z.. " 4- I \ .f::'"" :.e...u~,- IE.. CSsI...O. '2..0 \Q.~~ ..'""\0 .. S4 I \~~D -. I PIPE AND Type 01 Pp. G.~'\J.J€M., S'^~Ea.. .f\..~ I A.. '--'-- \ E l> .. )C. '- .. F1rnNGS Type 01 Fininss ~""'~"T\\.E. :t:1t.o.,) ~~'> / C ,,~~ ~'OLa") \~ "-E:" ~ MAXIMUM TIME TO OPERATE ALARIol ALARM DEVICE THROUGH TEST CONNEcrlON VALVE TYPE MAKE MODEL MIN, SEC. OR FLOW -;>A.~b\.L ~$.. Sc-.,)~ ;Je;-- INDICATOR ~'F1>\./4to () DRY VALVE 0.0.0. MAKE MODEL I SERIAL NO. MAKE I Iol00EL SERIAl. NOo I I TIME ;0 TRIP TIME WA rER ALARM 1l-iRU TeST WATER AIR TRIP POINT REACHED OPERATED DRY PIPE CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST CUTLET' PROPERLY OPERAnNG MIN. SEC, PSI PSI PSI MIN, SECo YES NO TEST W_hoUI ~/A 0.0,0, With I 0,0,0, IF NO, EXPLAIN o . MEASURED FIlOM TIME INSPECTOR'S TEST CONNECTION IS c. ;NED, ~5A (10.88) PRINTED .J,S,A, (OVER) Figure 1-10.1(a) Contractor' .YIaterial and Test Certificate for Aboveground Piping. 1989 EdlUon 13-10 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS OPERA Ti'.JN DELUCE .. PREACTION VALVes ~/~ TEST DESCRIPTION TESTS BLANK TESTING CASKETS . WELDINC CUTOUTS (DISCS) HYDRAUUC DATA NAMEPLATE REMARKS SIGNATURES ADDITIONAl. EXPLANAT 851. BACK 1989 Edition o PNEUMATIC 0 ELECTRIC o YES 0 NO aYES 000 o YES MAKE I I OPERATE VALVE RElEASE N MODEL HYDROST A TlC' Hyo:lroolallc 1..1S shan boo mad. at not 1_ Ihan 200 pol (13.6 bats) 10' lWo houl'I or 50 pol (3,4 banl_ slatlc PI_ In ._ ol15O pal (10.2 bats) for twO houl'I. Dln.,.nllaJ dry-pipe v....... dappera shan boo leII open du,ing 181110 pr_1 damage. AlIllbov8\lrOUnd piping .......g. shan be 'l~. PNFlJIAATlCo Eslabllh 40 pal (2.7 ban) ait pr_ure and measure drop which shaJ not exCi88d 1-112 pal (001 ban) In 24 houl'l. T8I1 pr..sur. lanlel at no'.....1 wal.r Iev.land air ...u,. and measure air 'euur. d which shal nOI.rCMd 1.112 I 01 bars In 24 houl'l. All PIPING HYDROSTA TICALL Y TESTED A T ~ PSI FOR ~ HRS, IF NO. STATE REASON DRY PIPING PNEUIAATICAl.LY TESTED 0 YES )&NO . 'e:.,- $'f~rc 1'-'1 EOUIPMENT OPERATES PROPERLY )Il YES 0 NO (.jJ .00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS. SODIUIA SILICATE OR DERIVATIVES OF SODIUM SILICATE. BRINE. OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? YES 0 NO DRAIN READING OF CAGE LOCI. TED NEAR WATER RESIDUAl. PRESSURE WITH VAlVE IN TEST TEST SUPPLY TEST CONNECTION: 'l S PSI CONNECTION OPEN WIDE . ~ ~ PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MACE TO SPRINKlER PIPING. VERIFIED BY COpy OF THE U FORM NO,85B 'lI!ICYES 0 NO OTHER EXPLAIN FLUSHED BY INSTAllER OF UNDER- GROUND SPRINKLER PIPING ~"(ES 0 NO NUMBER USED LOCATIONS o WELDED PIPING JQ YES o NO IF YES 0" 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REOUIREMENTS OF AT LEAST AWS 010090 LEVEL AR-3 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010,90 LEVEL AR':1 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A OOCUMENTEOQUALllY CONTROL PROCEDURE TO INSURE niAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SIAOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED 00 YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? NAME PLATE PROVIDED IF NOo EXPLAIN J&. YES o NO .YES o NO :IS YES I!fYES OND o NO 8 /9S- Figure 1-IO.I(a) (cuntinuetl) Contractor's Material anti Test Certificate for Aboveground Piping. BRAUNSM I NTE RTEC taun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-4314493 Fax: 431-3084 Engineers and Scientists Serving Ihe 8ui/l and Natural Environments Report of Field Compaction Tests Date: September 1, 1995 Project: BODX-95-18OC Report: 2 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Minneapolis, MN 55404 Project Description: Construction Testing Services EM Products Building Lot 1, Block 1, Waterfront Business Office Park Prior Lake, Minnesota Max. Lab Inplace Specified Soil Optimum Dry Density. loplace Dry Relative Minimum ID and Moisture. (Std.Proc.) Moisture Density Compaction Compact. Test Date Type Classification (%) (pet) (%) (pet) (%) (%) Comments 4 8/25/95 N P-1: SM 12~ 117~ 17 114 97 95 A 2A 8/25/95 N P-1: SM 12~ 117~ 22 103 88 95 B 5 8/25/95 N P.1: SM 12th 117th 17 111 95 95 A Key: N SC * = Nuclear, ASTM D 2922 = Sand Cone, ASTM D 1556 = O.M. and M.L.D.D. rounded to nearest 0.5 A = Test results comply with specifications. B = Test results do not comply with specifications. Test Test Location Elevation 4 45'W of the southeast building corner 950 2A Retest of 2 952 5 120'S, 60'W of the northeast building corner 952 Elevation Reference: c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Mr. Jerry Solnitzky; EGM Excavating Braun Intertec Corporation ~' Grego . n, if:'-- Project Engineer 95 180c\cu 02 BRAUNSM INTERTEC Report of Field Compaction Tests Date: September 6, 1995 Project: BODX-95-18OC Report: 3 Client: Mr. Paul Carlsted Kraus-Anderson Construction Company 525 South 8th Street Mi Ii MN 55404 Project Description: ConstructionT~tingSe~~ EM Products Building Lot 1, Block 1, Waterfront Busin~s Office Park Pri Lak Mi nnea JOJ s, or e, nn~ota Max. Lab Inplace Specified Soil Optimum Dry Density* Inplace Dry Relative Minimum ill and Moisture* (Std.Proc.) Moisture Density Compaction Compact. Test Date Type Classification (%) (pet) (%) (pet) (%) (%) Comments 2B 9/5/95 N P-1: SM 12~ 117~ 15 112 96 95 A 5A 9/5/95 N P-1: SM 12~ 117~ 12 118 100 95 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to near~t 0.5 A = T~t r~ults comply with specifications. B = T~t results do not comply with specifications. Test Test Location Elevation 2B Retestof2A 952 5A Ret~t of 5 952 Elevation Reference: c: Mr. Dennis Zylla; Northco Corporation Mr. Jon Pope; Pope Associates Mr. Gary Staber; City of Prior Lake Mr. Jerry Solnitzky; EGM Excavating Braun Intertec Corporation ~~o~~k Project Engineer 9S18Oc\cts.3