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Home My WebLink AboutBuilding Permit 02-1262 (2) \\11'i lU-"L11 fIRES10Y'! . . _ r~-~" .....~ \\"or\d\ ..-r;,," ...... .;;' 't:''''~SiOf\'''',,)f\\1t~ctu... ",,1.'.'" . !'ll1il 1.5 UI~ ~ I .. .. - L t" - ..-' . .' 0 . oe to ",eet at your office or on rhe iobSr'~ " . 1en1totY con=ctlon Syec>aJiStS ....."an '" >.nebOring.. and pnlliDgJ Conn!> nee.s ='> sye6alist available to ~er ~our :lfesto1" . . eel 2ll Building code flresto1' requireroenrs . Viide ""oe of1.J1., S,st"",.s, rested to :" ,.' 'or z111r~des and appucatlotlS ... " r::~ -,~stOp SOl\lt\Ons 1 ='> cornl'\ete 1'roou", """ o,"~ - w- . 'Free on-site training! SU??ort. .' ='> Redueed Contr?-::-.or l..,abill~ . . . . .:t: r ......~ 710....1 a::pp~ca.t\on Select rhe n!!ll' ",ooue ,0 ~-' &' . _ . .' -'rl ,., U1.- S,,,,ern SeleCUon One-SOurce SUl'?"er to as=' W ' ::::> . l..Dcal DistnOuUon Center v..;rD sto::\:. on-nand :::> ) ...._ 'c:. _,~ ... .~~,,_~-,er . ?1e_yaetageo suu,",">-- ~. · ~..- ='> 1iJne-Saver ..' "'_. bJc'rOter:U En,""eer a??rov,,) ='> Com?rebens!"e po"""," n~' .usure. - . . _ ,.' !!II''; :od..abor Sa""'gs . ~"." ;"no,.....""e ?roOu..s u.St. -' . . l..Dng-terrD eo~ent to ufe Safe::' 1EE lU-L 11 S\.lyyOR 11t:.A.:N1. p..1 )' 0 \.J"'R St:.R~l. Ct:. . in2. '.lOur account . " . s",,6allst oedi""ed to se!'>'le -' . 1 ernto'i' con=ctlon _ . _ . - - ..;"..-'"0 de"''' . S ~S't ~'" ...1"I~.......1~'- - . l..Dcal Fire "ro.,eCOon pe'" ,~ -- . . . . l..Dcal Fie\o r.oginee! - - ..-rs ""ailab\e at ;;&00-&79-&000 c . ""d -,:;_. "roteCUon =-"""'.- co.' . custO",er,e!' ,:;0 ~ '.:', _ : ~_ ".-';"ab\e on-\irle at v...."" .us.".n. COlD . "c;1., SyStems and 1'roou", ~uo"""'~- Call Today! . . C ..:,.: "';ir" ,?ro'.e::1on s-oe:;.i:i5':. Da-.':' rav..' .0;....,. ... . . .-o.:;email &Oo-g79-600~ ,. ::."6 l..O0 pbOne 651_769-9&11 ~ . _ .,'- ,.",. ....." _" r -'-......." c,-';-" 1 ...,.~ ,--- [ ;.' UL/ cUL SYSTEM NO. CAJ1184 MET AL PIPE THROUGH CONCRETE FLOOR/\rI ALL OR BLOCK 'vi ALL t RATHi = 3-Ht T RA TOO = G-I-R. - =- r=; c:: C! :;: - =. c ... TOP VlEV .... SEC~ A-A .... . . . ~ A ~ A L \ .. J !. i -L . . r . . . . ;. ,I . . 1. CONCRETE fU]{]R [R VALL ASSEMBly C3-HR F1RE -RATING>: A. UGHTVEIGfT [R N[RMAl VElGHT a:N:RETE FUIJR OR VALL <MIN. 4-112' THICK), B. PRECAST an.LD'J-a:RE> CONCRETE FUIJR OON. 7-112' THICK), C. ~ ULI\l.C CLASSIFlED crN:RETE BLOCK VAlL 2. PEtURA TING ITEM m BE [J[ IF TIE FU.IJMNGt A. HAXIMUM 10' tD4lNAL DWETER STEEL PIPE (SCHEllLE 10 OR .0 VIER), B. MAXIMUM 10' tD4lNAL DIAMETER CAST ~ PIPE. c. MAXIMUM 4' tIlMDW. DIAtCTER CIPPER PIPE. n HAXIMUM 4' tD4lNAL n~ER EMT {R STEEL CONDUIT. 1 MlNDU4 I' DEPTH HlLTI fS-M INTtJESCENT flRESTIP SEAlANT fLUSH \lITH TOP OR BOT11J4 Of fUI)R. (SEE tIDE NO. 3 lEUM. 4. MINDD1 1/2' CRmIN HIL n fS-tH: INT\J4ESCENT F1RESTOP SULANT APPlIED AT, POINT OF COOACT. N!lTES , L MAXIMUM DIAMETER IF lJPENING = 14' ~ tm4Al ClIlCRETE. 7' FIR PRECAST : I 2. = ~ ~ 0'. MXIIU4 3-V4', ! \ lll1NllUlI' OCPTH HD..Tl FS-M 1NTIJESCENT rlRESTllP SULANT IS REQUIRED ON BOTH ! I ON BOTH SIOCS [f A 'J ALL ASSOOL Y. 4, 'w'HEN PRECAST GIll 'J-aRE> OOTS ARE USED, HR.. TI FS-ONE INTlJESCENT FIRESTO? SEALANT SHALL BE INST ~ FLUSH 'WITH UNER SURF ACE Of F1lDt S. MINERAL 'JIlL MAY BE USED AS A BACKER FtR PROPER INST ALLA TION OF tIRESTOP SULANT. :t' . I' . n /hmg IC CAJ \ \84 I R Shnt 1 of' 1 C=8Db~De ________ __ ._---.- I HIL Tl, lne. T uts~, [!d~~!'l~ USA (918) 252-6000 Scolt liS" = l' lL/dL SYSTEM NIl H'W-D-0268 TOP OF 'viALL JOINT l 2-HR. COCRETE 'viALL OR BLOCK 'JALL ASSEMBLY ASSOOl. Y RA TINi = 2-1ft a..ASS n MllVODT CAPABILITIES - 12S1. ClWRESSIDN ~ EXTENS~ ~ Ct ..... Ct c:J ~ ~ .. CRDSS-SECTIDtW. VIEW ... L aKRETE FUJ[R ASSEHlL Y <2-J-R, F1RE -RATING) I Ii. LIGHT\IEIGHT [R tIR'Il. \lElGIT aKRETE FlD[R ASSEMlLY <KIN. 4-V2' THICK). B. ANY lL/lLC CLASSIFlED PRE -CAST IDlllW CORE FlDDR ASSEMBLY CHIN. 6' THIOO. 2. aKRETE WH..L ASSEMBLY <2-Kt F1RE -RATING> I Ii. LIGHTVEIGHT [R tmW.. \lElGIT ClKRETE WH..L OON. 8' 0000. B. ANY lLllLC CLASSIFlED CIKRETE lLOCK WALL 1 MINDU4 V2' DEPTH HlL n cp 606 FLEXIlLE FIRESTIP SEALANT. ~ trnE I MAXDUl ICGlT IF JlINT = 1'.1 C==JD~~D~ HIL TI, Ine. T ulso., lJdo.hofllQ USA (918) 252-6000 ~t 10f1 ScQI~ 3/16' = l' Date July 9. 2002 lJromgNo. H'JD 02680. rIRESTOP SYSTEMS MET AL PIPE THROUGH 1-HR. DR 2-HR. 'vIOOD FLOOR ASSEMBLY r -RATING = l-HR. OR 2-I-R. L ~ TDli AT AMBIENT = LESS THAN 1 CFM/SQ. FT. T-RATING = 1-~ [i 2-1i. L -RATING AT 4OO.F = 4 CFWSG, FT. TOP VJBJ SECTION A-A A l .... I I I I I I I I I I I I I C=JD~~D~ F"IRESTDP SYSTEMS UL..I LUL.. ,) I,) I ~II .-. - -- - - .... o !::: ~ c0- <=> 2 u l.- I \ I I I I I \ I I I I A j HIL TL Inc. T UlSQI Oklo.hoMo. USA (918) 252-6000 ShPet 1 of 1 Scolf' liS' = l' ])a te Jcm. 12. 2001 [lro wing It:. Fe l009k LUclL SYSTEM tn f-C-5037 INSULA TED METAL PIPE THROUGH i-HR. \JOOD FLOOR ASSEMBLY F -RA'IDIi = I-HR. DR 2-HR. T -RA TINi = 1I4-HR. DR 1 3/4-HR. .. o C' C'\.I c; -ti "- M = I.' U I.... 1tP VJ.EV SECTItlN A-A .. ..... l A j I I I I I I I I I I I I I _._._-----------------~-~- A -r-r------------------,-,- I L 'J[][]]) fU][]R/CElUNG ASSEHBL Y ctUULC CLASSIFIED L500 SERIES) (1-HR. DR 2-HR. FIRE -RATING> (2-HR. SHm/N). 2. LUMBER DR PL y'JIlIlD SUBFl.ODR \lITH FINISH fLOOR or LUMBER, PL Y'J[]l]]), DR F11lIlR TOPPING MIXTURE. 3. PENETRATING ITEM TO :BE ONE [J' THE FTILLD'w'lN(iI A. HAXIHUH ~ NIlMINAL DlAa'ETER STEEL PIPE (SCHEDULE 10 DR HEAVIER>. :B. HAXIHUH 2' NOONAL DlAa'ETER COPPER PIPE. 4. MAXIMUM 3/4' THICK AB/PVC FlEXI:BLE fOAM INSULATION. 5. MINIMUM 3/4' DEPTH HILT! FS-DNE INTUMESCENT FIRESTO? SEALANT. 6. HILT! FS-DNE INTUMESCENT FIRESTOP SEALANT INSTALLED INTO ANNULAR SPACE TO FILL VOID TO MAXIMUM EXTENT POSSIBLE. NOTES I 1. MAXIMUM DIAMETER OF O?ENING = 5'. 2. ANNULAR SPACE = HINIHUH 1/2', MAXIMUM 1'. 3. CHASE 'WALL <NOT SHD\lN, OPTlDNAL)- THE THROUGH PENETRANT MAYBE ROUTED THROUGH A l-HR. OR 2-HR. fIRE -RATED GYPSUM CHASE VI ALL Wet 1 of 1 Ira mg Ie. C=JDb~D~ HIL TI, Inc. SCDI~ liB' = l' Fe T ulso., Okla.hol'la. USA (918) 252-6000 ~IRESTOP SYSTEMS JJct~ Jon. 29, 2001 5037cl LL SYSTEM tn f -C-2160 PLASTIC PIPE THROUGH i-HR. OR 2-HR. 'WOOD FLOOR ASSEMBLY r -RA TDIi = 1-HR. OR 2-1-R, T -RA m<<i = I-HR. DR 2-HR. TIP VIN SECTION A-A :; ~ M :::> ;.i o ..:l N u L- .. ..... .... A l ---,-r--------- I I I I I I I I I I I I I I I I I I o A j I --------------- L WDD fUlORlCEDlNG ASSOOLY (UL CLASSIFIED L500 SERIES) (I-HR. OR ,-HR. FIRE-RATING) C2-HR. SHD'WN>. 2. LUMBER DR PL Y'WIlIlD SUB FUIlR 'WITH F1NlSH FLOOR Of LUMBER, PL Y'WOOD, DR FLOOR TOPPING MIXTURE. 3. PENETRATING ITEM TO BE ONE OF THE FDLLD'WING (ALSO SEE NOTE NO. 3 BELD'W> I A. MAXIMUM 2' t04lNAL DIAMETER PVC PLASTIC PIPE (SCHEDULE 40) (CELLULAR DR SOLID CORE> (CLOSED DR VENTED PIPItIi SYSTEM>. B. MAXIMUM 2' NOMINAL DIAMETER C?VC PLASTIC PIPE (SDR 13.5) (CLOSED PIPING SYSTEM ONL n. 4. MINIMUM 3/4' DEPTH HIL T1 rS-ONE INTUMESCENT FIRESTOP SEALANT. S. HIL TI rS-ONE INTUMESCENT F1RESTOP SEALANT INSTALLED INTO ANNULAR SPACE TO FILL VOID TO MAXIMUM EXTENT POSSIBLE. NDTES I 1. MAXIMUM DIAMETER []f' OPENING = 4'. ; 2. ANNULAR SPACE = MINIMUM V2', MAXIMUM i-liB'. ; I j 3. CHASE 'vi ALL (NDT SHO'WN, rPTIONAL) - THE THROUGH PENETRANT MAYBE ROUTED ! THROUGH A I-HR. DR 2-HR. tIRE -RATED GYPSUM CHASE 'WALL ASSEMBLY. s~t 1 of 1 Pr-a ring N:. ~Db~D~ HIL TI, Inc. Scale 5/32' = l' Fe Tulsa., ll<la.ho!'la. USA (918) 252-6000 F"IRESTDP SYSTEMS lJate 2160c Mo.rch 14, 2001 U.L. SYSTEM NO. FCZOBI PLASTIC PIPE THROUGH I-HR. OR Z-HR. WOOD fLOOR ASSEMBLY f RA TINS = I-HR. 00 2 -HR. T RATIHS = I-HR. AND 1-I/Z HR. TOPID .... SECTION A-A ..... i i i -I E~ .......: 01 ~\ ::i 0' N' ul ~ ' I I" I- I I I - A t l. WOOD FLOORlCEILIN6 J.55BiBl Y (0ES16N NO. LSOO SERIES IN THE U.L fIRE RESIST- ANcE DIRECTORY)(I-HR. OR 2-Hit fIRE-RATING){Z-HR. SHOWN). 2. LlABER OR PL YIOO1 5t&LOOR lITH F1NISH fUXR (f" LlIeER. Pl YYCOJ. 00 fLO()R TO??INS YIXTURE. 3. ~ 1- tOONAL DlMETER CROSS LINKED POL YETHYLBE (PEX) ;!)R 9 TUBINS (CLOSED OR VENTED PIPING SY~l8i}. 4. Tef PU TE. 5. SYPSUM 'ALL ASSEW5lY (l-HR. OR 2-HR. FIRE-RATIN6)(2-HR. SHOYN). 6. WINnUi 3/4 ~ IE'TH HIL TI Fs-rnE HI;; PERfORWANCE INTl.AE5caIT FIRtSTO? 5Ek~T AT StBfLO(R. 7. ~'IWW 1-112. DEPTH HIL TI FS-ott Hl6.l1 PERFORWOCE nmJtESCENT FIRESTO? SEkLANI fLl&{ WITH BOTTOW 9.RF ACE (f" T~ PLA TE. NOTES : t. WAXryUW OlAWETER Of OPENING = I-t/Z-. 2. ANNULAR SPACE = WltffiIUW 0., WAXIWUW 1/2". 3. WITH O. kNWULAR S?~CE. APPLY 1/2- CROWN HILTl FS-~ HIGH ?ERf~- AOCE INilJESCENT FII6TO? SEALANT AT POINT Of COO ACT. \: I I .,,- -,!' 5".. ~ 1 - c 1 1 Jjo-or'"f h - -! : ~IDr ! --' .--J!;e 1\'" r 1 t' eli . I 1 ..-----: Ii -, I I I, rlii:~ ....o~s rue Ion emlcc S '5~"ir -... ~ ':....-J --= T wIse, J":ichoma USA (918) 252-6000 i/S- = ;- FIRESTOP SY5TE~S ,-,~:. , ~ I",",~~ -..... iL.. -n""'" / ~ i UL/cUL SYSTEM NO. Fl;~Ul~ CABLE/CABLE BUNDLE THROUGH i-HR. OR 2-HR. 'WOOD FLOOR ASSEMBLY f RA TINi = l-t1t [R 2-HR. T RATING = 0, 1, DR 24R (SEE UL FIRE RESISTANCE DIRECTORY vrL 2) TOP VJ.['J SEC~ A-A ~ ~ A J A L 8 = c; = 0: (".... c; M U L.... 1. \lDDD FLooR/CElLING ASSEMBlY <ULIlLC O-ASSIF1ED L500 SERIES) (l-HR OR 2-HR FIRE-RATING> (2-HR SHD\lN). . ~ LUMBER DR PL Y\IIJIID SUBFUIlR \lITH FINISH FUlOR nr LUMBER, PL Y'JOOD, OR FUIOR TOPPING MIXTURE. 1 mp PLATE. 4. GYPSUM \lALL ASSEMBLY G-}R OR 2-HR FIRE-RATING> (2-HR SHI]'w'N>. 5. MAXIMUM 2' DIAMETER CABLE BUNDLE MAY CONSIST Of ANY OF THE FULLD'JINGi A. RG 59 COAXIAL CABLE. B. MAXIMUM SIC NIl 22 AVG mEPID€ CABLE. C. MAXIMUM 2fC NO. 12 AVG CABLE. D. MAXIMUM 3/C <+GRND) 2/0 A'JG SER CABLE (ALUMINUM OR COPPER). E. MAXIMUM 3/C < + /GRIlIND) NO. 2/0 AVG TYPE NM CABLE. F. MAXIMUM 3/C NO. 12 .u AL CLAD CABLE. 6. MINIMUM 3/4' DEPTH HIL TI FS-oNE INlUESCENT FIRESTOP SEALANT. 7. PROVIDE A GENEROUS BEAD (f HILT! FS-rH: INTUMESCENT FIRESTOP SEALANT FLUSH \lITH THE BOTTIlH OF THE TIP PLATE. NOTES: 1. MAXIMUM DIAMETER OF OPENING FOR l-HR DR 2-HR RATED ASSEMBLY IS 2-1/2' DR 2' I RESPECTTVELY. \ 2. ANNULAR SPACE BElVEEN CABLE BUNDLE AND OPENING = MINIMUM 0', MAXIMUM V2'. I 3. CABLES m FILL A MAXIMUM 457. OF CROSS-SECTIONAL AREA OF OPENING. I C=8Db~D~ FIRESTOP SYSTEMS Sheet 1 of 1 Hil ti Construction CheMicals T ulso., OrdohoMo. USA (91B) 252-6000 Scale 1/S' = l' IJate AUGUST 10, 2000 JJraringNa. Fe 3012g lllclL S'fSTEM tI]. V-L-1OS4 t-ET AI. PIPE THR[lGI l-I-R. [R 2-1-R. GYPSlI4 V ALL ASSEMBL Y F' -RAM = I-f1l IR 2-IIt T -ItA TDIi = D-tIt L -RATDIi AT AMBIENT = LESS 1lWf 1 CFlVSQ. FT. L -RA TDIi AT 4oo-F' = 4 CflVSQ. fT. FROO VJf!J SECTD irA . ~ A~ ~ A~ ; .. l€l ; L G'tPSlM VALl ASSEMILY QUlLC ~ 1tJ UD IR U400 StmES\ Q-fR [R 2-TR. F1RE -RATDIi> C2-IR SfINN). 2. om SIINN). \IIID STUIS m aJCS!ST [f' tOIDMl ~ x 4' UItER. STEEL STUDS m IE MINDUI 2-112' VDE 3. PEJETRATDIi I1EM lD E II€ [f' n€ FlI.UMIIi I A. MXDIII :J1 DWETER SlEEL PIPE CSDEJlLE 10 ~ IOVJER). J. MXDIII 30' DWETER CAST DOl PIPE. C. MXDIII " JIJIDW. D1AICER dfPER PIPE.- Do MXDIII fl JIJIDW. D1AICER STEEL aJIlIIT. Eo MXDIII 4' JIJIDW. D1AICER 00. 4. MDIJIU 518' JEPTH HlLn F'S-IK JNTlIESCENT FlRESlIP SEALANT. S. MINDut lI2' EAI HIl n F'S-M DmJESCEHT FJRESTIP SEALANT AT POINT [F CDlTACT. tmES I L MAXDUt DWETER [J" tfENDIi I A. 32-11.. FlR STEEL STUD VIUS. J. 14-112' FIR V[I]D STUD VIUS. 2. NIIUR ~N:! = MINDUt 0'," MXDUI 2-V4'. C=8D[s~D. ~IRESTOP SYSTEMS SIwf 1 or 1 SeW 713i!:: 1. IIw Aug. 28. ~ HlLTI,Irc. Tlisa., ~ USA (918) 252-6000 h-*'W lib. 'w'L 1054n 1l./cLL SYSTEM NO. 'W-L-5G29 INSULATED METAL PIPE THROUGH I-HR, OR 2-HR. GYPSUM 'viALL ASSEMBLY r RATDIi = 1~ AND 2-1-R. T-RATItIi = 1I2~, 314~, 1-i-R., NO 1-3/4 lit (SEE UL FIRE RESISTAtCE DlRECTIRY) L -RA TItIi AT AMBIENT = 4 CFHlSQ. FT. L -RATING AT 4Wf = LESS THAN 1 CfMISQ. FT. .... o o t\.; r-... C"- o (;' t'l..: c:> L"'l :; FRONT VIrJ SEC~ A-A .... A~ ~ A~ L GYPSlI4 Viti ASSEMBLY aIJll.C Q.ASSIrIED U300 [R 0400 SERIES) a-lit [R 2-HR. nRE- RA TItIi> C2-Kt SlIlVN>. 2. om SlIlVN>. V[I]D STuns TO COOlST IF NOONAl 2' x 4' LUMBER. STEEL STuns TO IE MINDU4 2-1/2' 'WIlE. 3. PDCTRATmi ITEM TO BE M or nE flI..lJMt(i I A. MAXDU4 12' tOmW.. DINETER STEEL PIPE (SClDli 20 [R lO VIER>. B. MAXDU4 6' tOmW.. DlNETER C1PPER PIPE. Co MAXDU4 4' tOmW.. DWETER STEEL c[)IDUIT. D. MAXDU4 4' tOmW.. DWETER 00. 4. MAXItlIM 2' THICK (USS-FlBER PIPE INSlLA TIDN. S. MINDU4 5/8' lEPTH HILTI rS-IK H1~ PERF1RMANCE INTU~SCENT F1RESTDP SEALANT. 6. MINDU4 1/2' BEAD HIL 11 rS-1K H1~ PERFlRMANCE INTlJESCENT F1RESTIP SEALANT AT POINT rr coo ACT. NOTES I 1. MAXDU4 DIAMETER or [fENlt(i = 18'. 2. NHJLAR SPACE = MINIMLM 0', MAX1MlJ4 1-7/8'. ~t 1 of 1 JrG~ " C=JDb~D~ HIL TI, Inc. SCGI~ liB' = l' 'vIL F'IRESTOP SYSTEMS T UlSCl1 OklClhol'lCl USA (918) 252-6000 /)au 5029j S~p1;. 22, 2000 UL SYSTEM NO. V-L-2078 PlASTIC PIPE THROUGH l-HR, OR 2-HR, GYPSUM \lAll ASSEMBLY r-RATDIi = I-HR. [R 2-~. .. T-RATDIi = I-HR. DR 2-HR. FRONT ~ SECT~ A-A ..... ..... A~ o 8 C\J 0" C> CD C) .- o C\J -.l :> A~ L 6YPSIJ4 V,u ASSEHBL y au.. CLASSIFIED U3llO IR U400 SERIES) a-HR. IR 2-HR. f1RE- RATING> (2-~ SKNN). 2. om SIII\INl. WID STUIIS TO ClllSlST lI' lOlllW- 2' X 4' LIIlBER, STEEL STUDS TD BE MINDU4 2-112' VIDE. 3. POETR/ITJtIj ITEM TO BE M Lf TIE f[llIMNG (SEE tmE III 3 BE1Jl'W) I A. MAXDUI rl tDIINAL D1AIETER PVC PlASTIC PIPE CCE\l.IUlR DR SILlIl COO. I. MAXDUI rl tDIINAL DIAIETER AES PlASTIC PIPE (CELlII-AR lR SIlLID CIRD. C. MAXDUI 0' tDIINAL DlNETER FRPP PLASTIC PIPE. D. MAXDUI 0' tDIINAL D1AIETER CPVC PLASTIC PIPE. 4. SEE tmE tIl 1 BEUN. 50 HIL n cp 642 IR ..w.. n CP 643 FlRESTDP Cm.LAR (SEE TABLE BE1Jl'W). 6. rASTEN EACH IOINTIt<<i T fiB TO v,u ASSEHBL y VITH APPRIJ'RlA TE HIL T1 ~, tlKPlPEDlA l PIlIIW JE$Cb'11IJI I t(]. IF IOIffiNi TIl1S llWC. ID.E SIZE 1 1-112' tP 643 5DI1S' 2 2-V8' 2' CP 643 D3I2' 2 2-518' 3' CP 643 WJIY 3 ~' 4' CP 643 UD/4' 3 5' 6' CP 642 16016' 6 7' tmES I L TO Df'EDE ClLD SIOCE. PROVIDE 1/4' DEPTH HIL TI rHINE DffiKSCOO rlRE- STIF SEALANT IN AtNJLAR SPACE AROOO PLASTIC PIPE. 2. NtU.AR SPACE = MINDU4 0'1 MAXIMlI4 1/~. 3. CLIlSED lR VENTED PlPIIE SYSTEMS. (PVC. AES. FRPP = SCH. 40. CPVC= SDR 11> SMt't 1 of 1 In~1o C=80~~O" HlL Tt Inc. Sco/~ liB' = l' 'vIL F'IRESTOP SYSTEMS T ulsQ., lJi<lo.hol'lo. USA (918) 252-6000 Dot~ 20789 Sept. 20, 2000 UL/cUL SYSTEM NU ~-L-7042 MET AL DUCT ('vIITHDUT DAMPER) THROUGH l-HR. DR 2-HR. GYPSUM ~ALL ASSEMBLY f -RAlNi = 1-HR. OR 2-HR. T -RA TING = o-HR. .. rRllNT VIEV SECTION A-A ..... .... A<>===J ~ c; ~ t\,J -- ~ .... ~ =- A~ L GYPSUM "ALL ASSEMBLY ClUULC U30D DR U400 SERIES ~ALL SERIES) (I-HR. OR 2-HR. FlRE -RA TING> (2-HR. SHIJ'WN). 2. (NOT SHO\IN>. 'J[][]D STUDS TO CONSIST or NOONAL 2' x 4' LUMBER. STEEL STUDS TO BE MINIHUH 2-1/2' \/IDE. 3. PENETRATING ITEM TO BE ONE or THE F1llDW'ING I A. MAXIMUM 20' NOHINAl.. DIAMETER SPIRAL 'JOUND SHEET METAL DUCT (HIN. 24 GA.). B. MAXIMUM 12' NOMINAL DIAMETER Sf-EET METAL DUCT CHIN. 28 GAUGD. 4. HIL TI fS-DNE INTUMESCENT fIRESTOP SEALANT I HlL TI CP 601S ELASTOMERIC FlRESTOP SEALANT I OR HIL T! CP 606 FlEXIBLE FlRESTOP SEALANT I A. MINIMUM 5/B' DEPTH, F1lR A 1-HR. FlRE RATING. B. MINIMUM 1-114' DEPTH, FOR A 2-1oR. fIRE RATING. S. MINIMUM 1/2' BEAD HIL T! FS-ONE INTUMESCENT FIRESTDP SEALANT DR CP 60lS ELASTOMERIC FIRESTOP SEALANT, OR HILT! CP 606 FLEXIBLE FIRES TOP SEALANT AT POINT OF CONTACT. NOTES I 1. MAXIMUM DIA.'4ETER OF OPENING FOR STEEL STUD "ALLS = 21-3/4' 2. MAXIMUM DIAMETER OF rPENING FOR 'WODD STUD 'WALLS = 14-112'. 3. ANNULAR SPACE = MINIMUM 0', MAXIMUM 1-1/2'. Sheet 1 of 1 ~Db~De HIL TL Inc. T utsQ., Oklo..l,:>!'Ill USA (918) 252-6000 Scolt' 3/3,' = l' Da te Jo.n. 15. 2001 rIRESTOP SYSTEMS D!-c..ng No. \JL 7042cl UL/cUL SYSTEM NO. \JL3071 CABLES THROUGH l-HR. OR 2-HR. GYPSUM 'vi ALL ASSEMBLY F RAMi = I-HR. ffi 2-HR. .. T RATING = 1/4 HR. OR 3/4 HR. L RATItIi AT AMBIENT = LESS THAN 1 CFM/SQ. FT. L RA TING AT 400. F = 4 CFM/SQ. FT. ..... -- ::::: ~ "'- ~ 5 FRONT VIE'J ..... SECTION A-A ..... . . ~ I , ~ /' A~ A~ I 1. GYPSUM '-'ALL ASSEMBLY (tJL/ULC CLASSIFIED U300 OR U400 SERIES) (l-HR. OR 2-HR. FIRE -RATING> (2-ffi. SH]\r'N). 2. MAXIMUM 3/C (+ ~ND) NO. 2/0 A VG ALUMINUM [R COPPER SER CABLE VITH PVC INSULATION (MAX. QTY. = 2). 3. HIL Tl rs-o~ INTUMESCENT FIRESTOP SEri.ANT: A. HININJH 5/8' DEPTH} FOR A l-rR FIRE-RATING. :B. MINIMJH 1-1/4' DEPTH1 FUR A 2-H<. FIRE -RATING. NOTES I 1. I{~IHUM DlN0[R OF OPENING = 3'. 2. ANNULAR SPACE = MINIMUM 1/2'1 MAXIMUM 1-112'. ~pt . .. ~ :'! 1 Dr ~ ....." It; C=8D[S~D~ HIL Tt Inc. T ulso., [JdahoMO. USA (91B) ~?-6000 SColF ;/::/ ~ r !Jc tp S~?1. 16, :~3S \JL 3071e FIRESTOP SYSTEMS FS-ONE High Performance Intumescent Firestop Sealant Product description . Intumescent (expancs v.:hen exposed to fuel flrestop sealant that helps protect combustiblf and non-com:l!.'stitlle penetrations for up to 4 hours fire rating Product features · Smoke. gas and water res!s-.ant . Contains no halogen. s::l:vents or asbes:~ . High fife rating properues . Water ~2Sed. easy to c1~ Tested in accordance with . UL 1479 . ASTM E 8",4 . UL 2079 Installation instructions for FS-OHE 1. Clean opening. 2. h:k mineral VIO:JL (If reauired) Technical Data . FS-ONE Intumescent Firestop lat 7Tf C230C\ and 50-';' relallV! numl:lIM Cheml::al basis: Wa1er-ezseo l:o:umescen: z:rvic :::::: DensrtV: . A:lOrtlx. 1.5 or::::' Color. Red Workinc time: t..oorcx 2[-30 rolln Curino time: Aoorel.. '''-2", cavs Shore A Hall1ness: ADorer.. 25 Movemem ::aoabilitv: .l\OOrtll.. :',. Inlumescem Activation: :'oorox 2500;: (~2i .C\ :lUlanslDn rate tunreSln:ledr ~o Ie 3-5 times onomal ~ iemoerature resls<ance lcuredl: ~Oor (-40-[:\ Ie 2'2"f (10C'"Cl Aooli::allon lemoeralure: 250f 120[:\ 10' Ocof r3E":1 Sumce bummg c:.araCle'lstl:S: =;ame SoreaC: 0 (ASTM E 84-96) SmOKe DeV!!loomen~ 5 Approvals ICBO Evaluation Service. 10:. Calitom12 State Fire Mz~:.al City 01 New York City of Los Anoeles :;eoor. No. SOi1 _!Slmc No. , 20~:' 08 M~~ ~2S-9&-tJ, ~esezr:;r: ReDor. 25 i 88 5. Leav~ :ompleted seal un6:sruroed tor 48 nou.'S. o. Fzsrer: werm:.. p:at~ (t rea~ Opening 1. Clean toe ooening. Sczes to whi:::h :=S-:lNE will be aoplied should be cleaned 0: l:::ls~ oebns. dir"... ot mOIsture. fros. and wax. S.ru:tures scopo:".mg penetrattn~ :!ems mus. be ins~lled in comelian:::e witn IO:a: ::luilding ant:! e!e:m:a: gnOardS Application of firestDp seaiaut 2. Ingll t1: ores::rioe~ ~a:lCfilling mater&a: r~'Oe and depth to ottain tn~ :i~sired raun; (r. reouired). ~~ sufficient oeotr, 10r aoolying rS-ONE. . 3. Application 01 fireslo~ seaiant: Apply r5-JN: to tn: reouired oepth in orDer to C~.alr. :il: oesired fir: rz:mg. Make sure rS-ON: ::m't2:!S al: SUo ;,,:es to orovio: ::':2XImum adh~sion, ror aooi:::a.ion 0: ;:S-Ol~: use a s~n::a;: :2ulr.ing gun. ioii oack gun. bul~: i:;2~ej an: ::.:l!: ~!Jn. \\'itr, FS-JN= :lu:ke!s. G~a:o type seaian: D:Jii'l~S ITiay ~: :.:s::. (Conia:: ::::7:: ~ant..r:a:ture!' lor prooer seie:w:m.) 4. Smootnlng 0: fires!:;: S~E;anL: To corn:;;::: :n: SEal. iDOl immedi.. .nei}' to 91\': , smC:l... a::-earan:e. :r.:e~ 5~;an" prior to :urlng, car, 0: :Iea~e: z~'.'2!' irom aCja:e.-:: s:J~a:es aile lOO!S ~:Ith W2!e~. .,. L.eave comp!etec: sea: u:::~sturoec tor ~: :::W~. o. ~Oi m2Iii!!iian:: reas:J:":s. C. oenenatior. s;a :OUlC b: perliianentiy :7iarK!C '..:~~, arl r~e:i:ifi:~:::Jrl o:ate. ir: 5:;:~ c :2S~. mart: the loen- .ificatlOr, p;ate an: :as,e:- r. Iii a VISIOI: ::s::,:).. oe>:: to tne seal. I = ........ I Notice about approvals Sheck tna~ the penetration nzs peen sealed a::ortiin; tc me ~....: drawing in the UL Fire ;;es!s-~r::: Dire::tory Dr Hilti Firestotl r.~:.: r:or funner aovice, piease ::o:;:z:: :-iilti customer servi:e. Eete~ 1: Hilti product literature anc !,E ;;~e res!s-.an:e dire:tory 10: ~:f:: aoplication details. Not tD be used.., For high movemen: ex:;a..s;:)r. 10::::S Underwater On building lioateria!s W:1:::-, :::e: oiL plastl:iZers Dr S::lrver::! (imoregnated wood, oi:-:;as:: sealS. g'eeli Dr tianialiy \'u:::a.~ ;". In any penetration ot::e: ::-;z:- ::::s: SDecrt::ali~' oes:r-:~: ::- :"",., nreslOp Manual or m: !es: ::::;;-:S Safety pre:autiDns - '",," .' . :)elore na:l""l1ng. r:a: 7::: ::'"::~:: 2:1C iiiate:i2: S21:'!,:, =" s:-:~ detailec use ana heal!i l::j:;r~aliO:-.. Keep OLl. o~ rea:li oj :ni::r::- Wear sui.able gio\'es ar;: =:.'e :':::::10it Storage Store only If\ tne origlTia' :;z:;:a;Ir1; Jr. a lo:atioli prOle::!e: :r:- mo!stur: 2! ismoei2tur:: :=:'::::i, ~:oF [:o~') en: E:.~ ~3:.: Observe exoiralloli CE,:; cr. :::: :;E:t:aQIi1;. Ii ~ .Rni...:-: It eoes not 01-- ~::SS:::lry 1"-::.0:'-'; :,::lon c::l:i:ac:t wnn t"le eyes or ~";)on repe:aree =~~::: ~ :1e siin. it ...:;oed can::er risk. to wori;.ers, .. Sign. and Symptcma ot Ex;x:lau~ RoutM of ~u,.: MedIc:a1 Conditions Aognl~ by Exposura: :oem-oal. =y~ a:"lC sKin :;o....:iitions. EMERGENCY AHD ARST AID PROCEDURES Oth~ Immediately ftush with plenty of water. Call a physician if symptoms oe:ur. Immediately wOe off material and wash ~ soap and water. Material can ~ ~ tne slcin. If mate::al has adhered to the skin. use an abrasive cof\".aining hand cleaner. f. material does not come off, buff with a pumice stone. M::we victim to tres.., air if discomfort develops.. Call a physician if symptoms pe~. Seek. medical anel'ltion. Do not induce vomiting unless dire::e:::l to by a physician. ~ gIVe an~ by mouth to an unconSCIOUS person. ;;eferral to a ~n is recommended if there is any ~io.n a:lout the serio:.:sness. of the Il"\Jury/ex;:lCSUfe. E~ Skin: Inhalation: I n;e.stlon: COHTROt WEASURES >>lO pERSQHAL PROTEc:llVE EQUIPII:EHT V.n1ilaUon: Eye Prt)t8ction: Sk:!:n PI"'~': ~r=ry p~: General (natural or mechanically induced fresh air movements). Not reauired. ~er. safety glasseS should be wom in most inc'-!smal senings. ':'vo.c sa:ln co~ Cloth gloves are suitable fo." hand protection. None normally required. \I\h1ere ver:'tilation is inaoeouate t:: ::;.::ntrol vaool'S. use G NIOSH-aoproved ~or Wlttl organic vap:y. C3rtndges. NeYer enter a confined soa::e ...r..."l0U't an ap;:tl'j~ o:ir-supplied respirator. PRECAUilOHS FOR SAFE HANDUNQ AM:) USE Spill Procedur.s: S::lre in a cool.: rry area, preferablY, between~ 50 ,and 100" F. Kee? . from ~...:1ng. Do not s:.::re in Ol~ sunlight AvOid -..ull;.}.... 'WIth the eyes or sr;ln. ?ia:=lce ~o= ~y;ie."le: i.e. ai'...-cys wash thoroughly. afl:er h.and5n9 .-and before e.a!lng or smoiting. F::- .1'~:.."Strial use o:-J)'. Keep out of reacrl of c.'lildren, roliow lat>eIJOJbe mstnl::tlonr.. ,;Ilow to cure a~ then s::::rape up and place in a salvage cor::al:'ler br pro~ c:s~sal. See ~I g.Ji:jeljnes below. Handling and St:>riD; p~na: REGU1.A TORY lNFORM.A. ilOH EPA Waata ~}: Was~ Dlspoui ~: ; nrs MSDS :-zs been prepared in ac:ortian:::e wtfh me f~oeral OS~ Hazare c.om!T"'...mIc.atio"~ S:anaard 29 eFR '1910. '1200. :-ieai"..., ~. Flamr:-.a:>ility O. Reactivity O. ??: 3 !'Ii:: regu~ted. C~e~lI::a1 c:lr:':oc."lel'l~s listed on TSCA inventory. -:-:1:s p;oau: ::::n:ains .r-5% ethylene glycol (CAS' 07-21-1) a:-.: .,.5% :in: oxide ire: =::-:: ~un::s) wni:::h are subject to reporting untie:' Secoo:-. ~~3 o~ SAR.A Title m j~ :;:=R ?art:3 72}. No: regu!atec :>~' :?A as a hazardous "I.raste ::::-:sun wtth re;:J~tory agen:ies or yo~r co9orate personnel :-:~ :::soosal metnoOs t".c: ::;.::;~;;::y vr:ttl b:::aL s3te. and feoeral SaTet)'o nealtr. ano envlrol'l:7iema: reguiatlOnS, Ha:a~ ComRnInfcation: HlaS eoo.r. DOT Shipping JU;:nc: TSc.lln~ ~: SARA TWe lI, s.c5on 313: CONTACTS cw~r Servl:a: T ~ n"1 Servie.: ~ 5:-: 57; 80:-: E~CY: Haal':i'1/ Safety: " ::>0 57? SOX ~ SO~ SiS I.U-!.' ,he l~~:yr:-ation a:"le reco:nr."len::a:::~s :on:a::".e:: rlereln are ~ased upon Co:' beiiev~ t: :-e :orre=t: nowever. ~: guar;;:-::ee or .....ar.anty of a:'lY r;m:: e::::~ssed o~ ::-::~iled !s made ",,;tr'l respect tc t"le Jnforrr:~or. ;::r::V1oed. ", e:>c 57; 50:;: Steve Gerrard (~309) Jerry Met::a:: ~x57~) ,..,s~s 253. ~ 2 0( 2 . 'J-I -. ,.J... .."Il.........,.. CP 643 Firestop Collar Product description . J.. ~.-to-use firestop collar. made o~ 2 galvanized ~ hDt!Slllg and intum~n: insens. . ror f::'a-S1opping comi:lUstible pipes Areas of application . Fir5'!o:pmg combustible pipes up te :: ir. diameter in pen;.;2!lons tnrougn fire walls and fi:lO~, . SUZii: tor the follor,ing pipe rr.aleTi2S: - ?v:. :?VC. :"35. ?VDE ?P and ~::? For use with . COl1::'::e. masonry, wood floor ant! Q!~sum wall asseri.:l:r--5 . War '-1: floor memOlies rated UD to 3 ~.:~ Types of installation . v,'aI:: "::0 colla~. on: or. ez:tl side . FlotJ. ~'!: col:a~ on unoe~oe (bottorr.) Example . Was:: \':aler pipes . FrS'. \','2!er pipes SystemlProduct advantages . Qud: and easy closure without the use ~~ 2 tool . Adjl.!S:!oie position tabs for simple Z':e=::ng . Low :::ofile for tight i~-:al:ations Internationally tested and approved ,. M:mix= , ; ... hll::I~ I.U:2 ~Cron:i! ( I British Standard I CP 643 Firestop Collar* ~ :.a= ~ Uesa=ar- =1 := ~k CP 643 F~p Collar 1 CP ~5Q.'i"5" w.sI.Il707 CP 643 Fi:!stop Collar 1 CP K-63.'2" tlWilO8 CP 5~3 CP 643 FI!5tDp Collar 1 CPK--90.'3" LAW/IuS CP 643 F~p Collar , CP ~i'OI~. 003Iii71 D , im:L ~:e:1:ng hooys Fastenin; nook 3D CP K~hook LA.i.SU1 I Ul Simplicit,v 1=: 1.,.1 ~ ~ Confidence Value 14 1 -BDO-67S-8Dor ~ J1 CP 642 Firestop Collar Product description · G.alvani!~d she!! st!el comainin; se=tions 01 imumescent rroa1!rial (desi9~ ~ ~and when ~osed to fire) For firestopping larpe comb~'Sti:~ pipes - Dimensions CP 642 Collar/plastic pipes DeSI\l:iiitlon rape Ol.::.si~~ :':::a~ DL.'':SC:1! COCaI Hel~:n (in.) ,. .... .,_. ... :::::lS 67 ~~e' dla. (m,) ~afm.} Product features Ready.t~.l.!Sf collar. no COI".S:~:::::O:i re::!uire:. ::~etore fast inS~!:c,ion lime . 'k:jjl.!S~:ll!!mO\'eaDie t2S!!:i1n; :Z:S C? ~2.i6Ott," C? ~2'20orc- C? ~2-25o..,O- :.:;-6.3 ;.9 2.8 E.2 10.0 ~2~ .(4 6.9 2.1 ; Approvals ICSO =vall.iallOn Se~t:e Jr.: Calilolnlii S~:e :II~ Mar>~.al ell\' of New YO:1l: eltv of L:lS :":i:leles ; :'e~:': No. SQ';'1 ~:S".m: No i20C:1tS ;e:l~r; rlO. M:A 113-90-1.4 ;!S!2i.:r: r\!~or: 25' BE Tested in accordance with UL '-'79 ASTM E 6i~ Installation instructions for CP 642 ,. t<2 - ~ .. . . r=-e '....... t' .:~ .~ ~.~ 2 ~ ,~. . "'.', .~. . " ~, . ~ . ~~~ 1. ;1:2r. OIES;I: ;JI;:J:. 2. CI:s: ~;;;2ininp ;Z; w 3. Close co/lai. prov::: smoy.e ane' ;zs l1g.,j s~L ~ ~. T .:. A:;act fzs;enrr:; :::;;:JkS. 5. FaSlen calla.. E::C ir.s-.aIIEi;Or. DIE::. (/f re::JUJred) Opening ,... ::i~an i~: ~:2Sli: ::J:~es. =x~zns::n 0: ~:i: in!u~.s::n: ~a!erial :~:in~ c ~:r: !::.s i: ::JOS! !i:: :;astlc :!~e. V!:"y :::y plDes \','Ith. 7:r exa:7i~!:. r~:7.a:ns 01 iii~:-:i:'. :r.~' 1;20 'Ie c C-:2Y In th!S :i~sing a:tl::;n. ~a::ly sOlie: :::E".:: ol~es S:10UI:. :--:eretore. ~f :!:ane: lri !n! aree \'.'nere ti:: :? 5:2 1:resloo ::!, !s to p: inslalle:L t.ppli:ation of firestop system 2. Seal the oo:ning. Ga::s muS1:-: closet w:tli ~JN:.. The ~:lrovet metno:s vary am: a~ grJen ir. trlf s:;=* UL s~'Siem. . Si::s: the :? ~2 firestcr: :ol&!:. ?:a:: tn: C? 5-:2 fireSiC:J :ol:ai arounc ih: c:ml: :np: am: IC:J; :ne ci~sure \',...:. f;::7': pre~sure until n la::i'1es. ~. A:<ach ~2s,e!lin; hoor.s. Th: ~~.:nin;; nooroS z: ::e a~.Ec;'je: ie \"2nOL!S OOI~:.S or. in: me:al h:::s:ng. Th!S al1o\'.'~ U'l! ~2Stening ;:Joims 10 :l: mao: ie sui: in: s:;z:: 2\."2iiabie ir. ::.:n case. in: hooy.s iilUS! ::: :::snio;'je~ E Sy:7liiletri:ally a: o::ssio!e. -;"'he reouire: n:Jih~~!' 07 t2S:~::::-:; nooks is ii.::~..:: on :~: oa:kag:::;. :astenlnQ !il: C? 5.:2 f:i:SL:: ::;iar. Only \.:ne:-. ~:nec C~~~:riy :~:l CP S~2 Ojo!e:: 2;atr:s: ~;:: ::SSln; :tlr:>Li;::. . Mark the faS!emn; PO::i!!. - Drill holes wr.r. c Hilti rc;a~!' r;a:nme~ crill C.:. -:= 5j or. aepenc::.; 0:' ~asema!!:ia:.72st!Ii~Sl!.l~Hin:::tY..er 2.:::':E!e: iool Ie.;. :::X~ -=OL : I==:-".J - Te secure tne CP 5~2 ~:~es:~: :o::ar. use Hilti a:'::il:r~,::-~;::-:.=- ror mainienan:e reaSCi:!, : :erle,;C,lon sea: COUll: ~: ~e:;:,;anently lTiarkec W::7', a:-: ::entifi:atior. c:ate. in 5:':::: : ::a...... i7iarK ~n: ioentifical1:1:". :~;:: an: 7asten It ii, a \':sib!~ ~~s:::::"' nex; U: :hf seal. NDti:e about appro\-als Wnen liicKm~ c pip: sea: U~::-:; :-:iltJ C? ~2 Intu",es:f::: ;:-:~er.:: CoUar. Ole2Sf refer to ine \!:.. t:re::!ory or Hilti nresto: :.'.a:-::.:a t:: restri::tions 2S to openJil~ sce, :y~e ane tni:i<ness 01 wa!: ::r t::: muimum :)I~e diame!!L ei:. NDt tD be Ilse!!." With foi:;:~ and :oilet s:-::::-:7'::2: ail: C2sHror. p:;:es :r::: :=r~: I:; highly corrosive SUrfOU:::::":;5 With uiiaoor;:Jved an:n::~,-;a5:::;e~5 Safety pre:autions Keeo OU! o~ :ne rea:t! 01 :hi::reiL R~c the mcterial sateiy :;~:2 s::ee:, StolClge St~;: ~i1~:; 1:"'. :;-le D~igi:-ia: :.~:~~;i:i; i:-. , Ic:ail:Jr: D::ne::e: :~Oril ii1:::S~~;:. 17 , .. . EMERCENCY AND FIRST AID PROCEDURES EYES: Flush with wate." if dL.'St. 0A..:::is. etc. from w:rx ovemea::j Qe~ Into tne eyes. D:) not r..J:J t:1: eyes 2S t:'lIS C2~ ca:.:s: c~..a! 2or2Sions. Call a pn}'SI:Ja."l f. irrrtation c:r:::r.Jes or ii reoness. swelling. or sl:niiar syrn::ltO~S O:C:J~. SKIN: ?ractice g:>:x:l hygiene: i.~ wash hands 0:J:n; ~reaks, before eating or smokin;. and atLer WO~Y.. .. INHALATION: No fi:st aid shoul::: ~ needed. r. ir ~e::!S occur. move to fresh air. l~ symptoms pe~:st. seek medl::a! a:te:ii.:o:".. INGESTION: Not a likely route cf. exoosure. OTHER: Referral to a physi::ian is ~:ommende:: f :1ere is any question about the seriousness 0: tne injury o~ exoosure. CO~OL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT VBmLATlON: General ~.e. n~...ra' or mechani::aIri i:1ducec fresh air movements that maintain va:l::lr concentratior1s be:o..... reco:;'M'7Ienoed exoosure limns). EYE PAOTECTlON: Safety gl~es recommenoe:: 1:". most indusma! settings. SKIN PROTECTION: None reour.:::: however, i:::;-..:>n) gloves recommended. RESPIRATORY PROTECTION: N~ respiratory :x=::-::tion is neeoed for normal aoolication of tnis oroou::t. I: any dus: is gene.-a.ed dunng use cr during a",,:' cuning or grrO:'l; operations. use a NIOSH-approved dust ...ask. PRECAUTIONS FOR SAFE HANOL.ING AND USE HANDL1NG AND STORING PAEC':'UT/ONS: S~ I:i a cool ory pla::e. SPILl. PAOCEDURES: No s:>ecia. "e:luiremems. REGUL.ATORYINFORMAnON OSHt.. HAZARD COMMUNICATION: Tnis Matera: Safety Data Sheet has been prepared in a::co~an::e with ti'le ie::lera! OSi-i':'. ~2.Zard Communi::atio~ S:a.-:::are. This pi,:):;-":-: is consioered to be an "article" unoer t:;a: s:an::ard. DOT PAOPER SHIPPING NAME: ~~on-regulate= TSCJ. INVENTORY STATUS: Che:7l::::al c::lmpore-::s listed on TSCA inventory. SARI. TiTLE Ill, SECTION 313: T:1:S :>roouct ooes n:r. comain any mgredients suoje:::t to reoortin; un::ler reouiremen!s 0' 5e:::t:c:,: 313 of the SiJ:>eriune A.'7Ie.-::::7lems an::: ;;=....a:.r::torization Act ot 1986 and 40 C;=~ ?ali: 372. WA~J': DISPOSAL METHODS: C:-:su!: with re~.o~y agencIes or :::o~orate oe~onne! ior ::::!s:>~sa: metno:::s triat cO~:::IY witt: :::::at, state. an::j fe:ieral neat::: Z~= environ~ reguiations. CONTt.CTS: T:CHNIC';;"; H=.LL7H.'S.';;::T-:': JIm iar"..: Steve ,:;:r.ard (x5772) (x53D9) Tn: 17:::::7.iation an::: re::ommen:;a!.:-.s c::ln.aine:: reelr. are base:: iJoon aa.a oeiieveo to oe c~rre:;:: ri:lwever, n~ gwa~a!".,~ c' wai.2-::Y of any kind exoresse::j ::lr r.::::iied is ma~ witr'. respe:::t to the information :>rovlded, MSDS r..:o.: 235 ?aoe: ::':'.3: 2 of 2 Simplicity Confidence Value 1= ~ .l 135 , -BDG-E7HC:: L 1-l EMERGENCY AND FIRST AlD PROCEDURES EYES: Flush with water if dust. oOis. etc. from wa'k overhead gets into the eyes. Do not rub tne eyes as t."lis can cause c:mle3I abrasjons. CaD a physi~"1 c irritation c:ot'ItRJes or if redness. swelling. 0: similar symptoms occur SKlN: Practice good hygiene; Le. "."2Sh hands during breaks. before eating or smoking, and after work.. INHALATION: No first aid should be needed. If iB effects occur. move to fresh air. If symptoms pe:-S!st, seek medical atteri"L1:t."'_ INGESTlON: tf conscious. give pIen:y of water to o:ink. Do not induce vomiting unless large amounts are ingested, Never give anything by mouth to an unconscious ~ Contact a physician immediately. OTHER:: Referral to a physician is recommended' there is any question about the seriousness ot the injury/eliQosure. CONTROL MEASURES AND PERSONAl PROT::-cTlVE EQUIPMENT VENTP...ATlON: General [I.e.. natlr.a! or mechani::aJiy indu::ed fresn air movements that maintain va:lor con::enntions below re::O:o1mel1ded !X;)osure limits). EYE PROTECTION: Not required.. r.owever. safety g:asses should be worn in moS1 industrial senin;s. SKIN PROTECTION: None requp..=: however, (CO':1On) gloves recommended. RESPIRATORY PROTECTION: N::l respiratory ~ection is needed for normal appli::ation of this :lr:lduct. l~ any dust is gene:ated during l..'se or during ar,y ~ing or grin:i=l; operations. use a NIOSH-approved dust mask. PRECAUTIONS FOR SAFE HANDUNG AND use HAND!JNG AND STORING PREc;.unONS: St::lre in a cool. dry area. SPILL PROCEDUR-:::S: No spe=iaJ requirements.. REGULATORY INFORMAnOH HAZJ.FlI) COMMUNICATION: Trus :lr:l::1u~ is co:-:sdered to be an iani::lei as defined in the ie:!e:-a OSHA Hazard Comm:.:nication ~.andard. DOT SHIPPING NAME: Not regu'.a::ed TSeA INVENTORY STATUS: Che.-;'l:::al compone.-ns listed on TSCA inventory. SARA TmE III, SECTION 313: T.-::s ;lrodu::t does not con".ain any toxic chemi::a!s which are sU::lje::t to reporting under Se::::tI:T.; 313 of SA.=1A Title III (40 Cm Part 372). WAS'T': DISPOSAL METHODS: c::'-sult with re~ory agencies or cOf?orate :>e:-sonne! for c:s:::::sal methods tnat compry with b:aJ. state. an:: fede:al healtr: a.,:: environmerr.al regulations. HEALti I SAFETY CONTACTS: S:eve Gerrar.: ~~rry Metc::atf (x6309) (x6704) Tne I:f.:l~tion an::: re::ommen:::ati:;;.-;s con~aine:: terein are based upon cata :>eiieved to be corre=:: noweve~, no g:Ja:amee or wa..-:a.-ny of any kin:i eliQresse: :;:' Im;liied is r.-.a::;e with respe::t to the information provioed. MSDS 252, Page 2 of 2 Simplicity Confidence Value l=:a,.l 137 , -BDD-C:i;-E~:: CHARL TTE . PIPE AND FOUNDRY COMPANY@ Part No. 706-X P-Trap (H x H) 1112 03668 25 1225 - .. ~-- "'-?1 ifIiFICI-FII.I SCHEDULE 40 TS-8 PUSH & PULL WITH i-HOLE OVERFLOW Specification Sheet PART NO, FINISH DESCRIPTION R-0457 -MT ABS CHROME R-0469-MT PVC CHROME PARTS ASSEMBLY LIST 1-Rapid-Fit Push & Pull 1-Strainer Elbow Stopper 1-0verflow Elbow 1-1 1/2" x 11 1/2" TPI 1-0verflow Washer Strainer Body 1-0verflow Plate 1-Strainer Washer 1-21/4" Screw I 2 27164Mdlameter .. ~ I SPECIFICATION Furnish and install Push & Pull closure and 1-hole overflow plate as manufactured by T LSP Products Group/Rapid-Fit. Available for 1 3/8M ABS or PVC Schedule 40 installations. 1 DESIGN FEATURES D Designed with theft and vandal resistant, solid brass push and pull closure. D Provides a watertight seal. D Ideal for use in hotel and motel construction. D Coarse thread strainer. D Patented design, D Units come individually bagged, 3689 Arrowhead Drive, Carson City, NV 89706 Phone (800) 854-3215 Fax (800) 243-1777 E-mail sales@.lspproducts.com Website www.lspproducts.com Conte!'!t matter is subject to change at any time. It is the user's responsibility to ensure the most updated revisions are obtained, RF/S-2003 (03-02) Rev 1 I ~ 518" I,t/.' I Stopper/Strainer 1 112M.11 112" thread OVerflow Plate Product Submittal Job Name Date Part Number Quantity Architect Contractor m.""'0") ~~ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes, Inc. RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: October 2, 2 ~- (~~ 0 IJ] ~ I~II' OCT 4 2002 W 662 Cromwell Avenue, St. Paul, MN (651) 645-3601, Fax: (651) 659-73 By PROJECT NO: 032377 PROJECT: LAKEFRONT PLAZA COPY TO: PRIOR LAKE, MINNESOTA i-Pioneer Engineering, Nick Polta i-City of Prior Lake, Sue McDermott i-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson i-Blanchard Engineering, Bill Blanchard SOIL OBSERVATION & TESTING INTRODUCTION: This report presents the results of our observation and testing of the soils within the proposed Lakefront Plaza Building in Prior Lake, Minnesota. Wensmann Homes authorized our work in the field on September 6, 2002. Our scope of services was limited to the following: 1. Observe the soils exposed within the mass excavation for the planned structure and perform shallow hand auger borings to aid in judging the localized subsurface soil conditions. 2. Judge whether the exposed soils are suitable for support of the anticipated fill and/or building loads. 3. Perform intermittent compaction testing of fill soils placed to establish final grades. \ CONCLUSIONS: Based on our observations and hand auger borings, it is our opinion the soils exposed within the completed excavation for the planned structure consisted of naturally deposited sands, silty sands, sandy clays, and lean clays. The exposed soil, in the condition observed, was judged capable of supporting the anticipated fill and foundation loads for the planned construction. The fill placed to establish garage floor grade was compacted to meet or exceed project specifications at the locations/elevations of our tests. Information and statements in this report are derived from material, information andlor specrtications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our cHent and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fICtitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Titie 18, Chapter 47 PROJECT NO: 032377 DATE: October 2, 2002 PAGE: 2 PROJECT INFORMATION: The Lakefront Plaza Building is located to the Northwest of the intersection of Dakota street and Main Street in Prior Lake, Minnesota, The Lakefront Plaza Building consists of one L- shaped rectangular structure with adjacent parking and drive areas. The building structure will have either a poured concrete or masonry foundation with a wood-framed super- structure with overall dimensions of 313' x 282'. We understand that the finished garage floor elevation for the structure is 949.3'. We understand that the footings will be placed to provide normal frost protection depth and will exert an assumed net allowable soil bearing pressure of 3000 pounds per square foot (pst). During our observations, we had access to the report (TCT #032216) of the preconstruction geotechnical exploration program performed at the site by our firm. The report indicated the generalized soil profile in the building area was comprised of fill underlain by sandy clay till or coarse alluvium sand. Based on the report, the natural clay till and coarse alluvium sand present below the surficial fill should be capable of supporting the anticipated structural loadings. Please refer to the referenced report for specific details. OBSERVATION METHODS AND RESULTS: Between September 9 and October 1, 2002 soil technicians/engineers from our firm observed the soils exposed during the excavation for the Lakefront Plaza Building. In addition to observing the exposed soils, we placed several shallow (3~') hand auger borings into the subgrade at the bottom of the excavations. The observed soils, and those retrieved by our shallow hand auger borings, were visually and manually classified in general accordance with ASTM: 02488 and estimates were made of their strength properties. The excavations were performed with backhoes and dozers. The excavation generally consisted of stripping the topsoil/existing fill exposing the natural soils, and then placing engineered fill where necessary. Areas where pockets of debris (Le. glass, plastic, concrete, ash, etc.) were encountered were removed and replaced with engineered fill compacted to specification requirements. A drawing showing the excavation depths is attached to this report. Please see attached drawing for more information. The exposed soils, in the observed areas, were judged to consist of coarse alluvial sands, sandy lean clay and lean clay till with various amounts of gravel. Based on the resistance estimated by our hand auger borings the exposed soils were judged suitable for support of the fill and structural loadings. Based on off-set staking provided by the contractor at the time of our observations, the excavations, where applicable, appeared to extend a suitable distance beyond the building Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 1 e, Chapter 47 PROJECT NO: 032377 DATE: October 2, 2002 PAGE: 3 lines to provide satisfactory 1:1 lateral oversizing. This oversizing is necessary for the lateral distribution of the foundation loads throughout the fill sequence. COMPACTION TESTING: Forty-five (45) soil compaction tests were performed within compacted fill placed to establish the planned finished subgrade, on an intermittent basis. The soil compaction test results are attached to this report. The compaction tests were evaluated according to the Moisture Density Relation of Soil as designated by ASTM: 0698-91 (Standard Proctor). The results of the compaction tests, attached, indicate the recommended compaction level of 98% of the Standard Proctor density was attained for the building pad areas DRAINAGE CONSIDERATIONS: During building construction, surface water should be controlled by maintaining positive surface drainage away from the building pads at all times, The observed groundwater level depends on normal variations in precipitation and surface runoff amounts. Based on the water level measurements and on the soil profile, it is our judgement that the subsurface water at this site exists at a depth that is not anticipated to present construction difficulties for a project of this type. REMARKS: It must be recognized that we do not practice in the field of surveying. Therefore, we must rely on elevation and location information provided by others. If the construction is redesigned or otherwise moved subsequent to our work, we should be informed so our firm can assess if additional engineering observation is required or suggest engineering alternatives. If you have any questions or if we can be of further service, please do not hesitate to contact Mark Straight directly at (651) 659-7447. STORK TWIN CITY TESTING CORPORATION This report was prepared by: Rrvie ......f~! \ I' I ; I v. , M rk Straight, P.E. Geotechnical Engineer MN Reg. No. 41658 Attachments: 1-Site Map of the Excavation Observation (1 page) 1-Density Tests of Compacted Fill #1-#45 (14 pages) 1-Moisture Density Curves #1-#4 (4 pages) Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Tille 18, Chapter 47 I~(D Materials Technology Twin City Testing Corporation Northwest Building Corner 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 Phone /Utilily Cut to Grade Cut to Grade I 25.0 ~ utto rade Cut to Grade Cut to Grade Cut to Grade Cut to Grade D Debris ~ Subcut Area FF = 949.3' Building Pad Graded to 948.3' Cut to Grade FIGURE NUMBER: 1 DATE: October 2, 2002 Excavation Depths PROJECT NO.: 032377 DRAWN BY: JDL Lakefront Plaza REVIEWED BY: MAS Prior Lake. Minnesota SCALE: None Preoarred for Wensmann Homes TCT DWG. NO,: 032216/Fia1 Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shali not be reproduced except in fuli, without written approval of this laboratory. il1e recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Trtle 18, Chapter 47 STO R I...,@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 PROJECT: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: October 2, 2002 TO: PROJECT NO: 032377 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 1 2 Elevation of Test (Feet): Depth Below Existing Grade: FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pcf: 115 114 Moisture Content, %: 12.3 14.5 Plus #4 Material, %: 6 8 9-24-02 9-24-02 Lean clay with Lean clay with sand, yellowish- sand, yellowish- brown (CL)-1 brown (CL)-1 15' SW of NW 20' SE of NW building corner building corner 945Y:z 945 At grade At grade Date Taken: Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-QO (Proctor Sample Number) Location: LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-QO, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 115.8 115.8 Optimum Moisture Content, %: 13,7 13.7 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 99.5 98 Pass 98.5 98 Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction test results meet the project ~ sPecificatZs in the areas tested. ~. r~ TESTED B&.-7 '7 ~ REVIEWED BY: _ ~ Jay Hanson rk traig , . . Staff Engineer Project Manager G:\2002CME\032377\D 1-2.doc Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law litle 18, Chapter 47, STOAI~@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 DATE: October 2, 2002 PROJECT NO: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 3 4 Date Taken: 9-24-02 Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Lean clay, brown (CL)-2 Location: 35' SE of NW building corner Elevation of Test (Feet): Depth Below Existing Grade: 944 At grade 5 9-24-02 6 9-24-02 9-24-02 Lean clay, brown (CL)-2 Lean clay, brown (CL)-2 Lean clay, brown (CL)-2 20' SE of NW building corner 15' SE of NW building corner 20' SE of NW building corner, retest #4 945 945 945 At grade At grade At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pcf: 110 102 109 109 Moisture Content, %: 16.1 20.5 18.1 17.3 Plus #4 Material, %: 4 4 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 111.1 111.1 111.1 111.1 Optimum Moisture Content, %: 16.3 16.3 16.3 16.3 COMPACTION TEST RESULTS: Compaction, %: 99 92.5 98 98 Specified Compaction, %: 98 98 98 98 Review of Test Results: Pass Fail Pass Pass Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy offill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction test results meet the project specifications in the areas tested except for test number 4. REVIEWED BY: ~ , Mark traight, P.E. Project Manager REMARKS: G:\2002CME\032377\D3-6.doc Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STO R I...,@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 PROJECT NO: 032377 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA Test Number: DENSITY TESTS OF COMPACTED FILL 7 8 Elevation of Test (Feet): Depth Below Existing Grade: FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pet: 117.0 120.0 Moisture Content, %: 14,7 13.6 Plus #4 Material, %: 4 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 119.2 119.2 Optimum Moisture Content, %: 11.6 11.6 COMPACTION TEST RESULTS: 9-24-02 9-24-02 Silty clayey sand, Silty clayey sand, mostly fine mostly fine grained. dark grained, dark brown (SM-SC)-4 brown (SM-SC)-4 50'SE of NW 10'S of NW building corner building corner 944 946 At grade At grade Date Taken: Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Location: Compaction, %: Specified Compaction, %: Review of Test Results: 98 98 Pass 100.5 98 Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction test results meet the project specifications in the reas tested. II( \ ~. TESTED BY""-\ V. REVIEWED By:A! ~ Dylan V nAvery Mark'straight, P.E. Engine ing Technician Project Manager G :\2002CME\032377\D7 -a.doc Information and statements in this report are derived from malerial, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. STO R I..,@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: PROJECT NO: COpy TO: PROJECT: 662 Cromwell Avenue. 81. Paul. MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 9 10 Date Taken: 9-24-02 9-24-02 Lean clay with Lean clay with sand, yellowish- sand, yellowish- brown (CL)-1 brown (CL)-1 50'E & 20'S of 70'E & 20'S of NW building NW building corner corner 946 940 At grade At grade Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Location: Elevation of Test (Feet): Depth Below Existing Grade: 11 9-24-02 Lean clay with sand, yellowish- brown (CL)-1 75'E & 20'S of NW building corner 941 At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pcf: 114,0 114.0 115.0 Moisture Content, %: 16.3 17.6 16.6 Plus #4 Material, %: 4 4 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 115.8 115,8 115,8 Optimum Moisture Content, %: 13.7 13.7 13,7 Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compactio test results meet the project specifications in the a eas tested. COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 98.5 98 Pass 98.5 98 Pass REMARKS: 99.5 98 Pass G:\2002CME\032377\D9-11.doc Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STCJ R I~@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 DATE: October 2, 2002 PROJECT NO: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: Date Taken: Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Location: DENSITY TESTS OF COMPACTED FILL 12 13 14 15 9-28-02 9-28-02 9-28-02 9-28-02 Silty clayey sand, Silty clayey sand, Silty clayey sand, Silty clayey sand, mostly fine mostly fine mostly fine mostly fine grained, dark grained, dark grained, dark grained, dark brown (SM-SC)-4 brown (SM-SC)-4 brown (SM-SC)-4 brown (SM-SC)-4 115'E&10'Sof 105'E & 20'S of 105'E & 20'S of 115'E & 10'S of NW building NW building NW building NW building corner corner corner corner 932 934 936~ 938~ At grade At grade At grade At grade Elevation of Test (Feet): Depth Below Existing Grade: FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pet: 120.5 117,0 122.5 118.0 Moisture Content, %: 11.8 12.7 11.5 13.8 Plus #4 Material, %: 8 8 8 8 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 119.2 119.2 119.2 119.2 Optimum Moisture Content, %: 11.6 11,6 11.6 11,6 COMPACTION TEST RESULTS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction est results meet the project specifications in the areas tested. ~/. Compaction, %: Specified Compaction, %: Review of Test Results: REMARKS: 101 98 Pass 99 98 Pass 98 98 Pass 102.5 98 Pass G:\2002CME\032377\D12.15.doc Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except In full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STO R I...,@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: PROJECT NO: COPY TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA October 2, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 16 17 Date Taken: 9-28-02 9-28-02 Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 105'E & 20'S of NW building corner Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 Location: Retest #16 Elevation of Test (Feet): Depth Below Existing Grade: 942~ 942~ At grade At grade 18 9-28-02 19 9-28-02 Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 85'W & 40'N of SE building corner Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 150'E & 5'S of NW building corner 943Y:z 933~ At grade At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) DryDensity,pcf: 115.0 117.5 117.0 117.0 Moisture Content, %: 12.6 12.8 12.6 12.5 Plus #4 Material, %: 8 8 8 8 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 119.2 119.2 119,2 119.2 Optimum Moisture Content, %: 11,6 11.6 11.6 11.6 COMPACTION TEST RESULTS: Compaction, %: 96.5 98.5 98 98 Specified Compaction, %: 98 98 98 98 Review of Test Results: Fail Pass Pass Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The comp cti, t st suits meet the project speci Icati~ns in the areas tested except for test number 16., ~ Ji TESTED BY:' . ~ - (... REVIEWED BY: 'I Dylan anAvery a St ight,'~E. Engin ering Technician Project Manager G:\2002CME\032377\D16-19.doc Information and statements in this report are derived from material, information andlor specifications fumished by the client and exclude any expressed or implied warranties as to the fitness r:i the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. STORK@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: PROJECT NO: COpy TO: PROJECT: 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 20 21 Date Taken: 9-28-02 9-28-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 130'E & 20'S of NW building corner Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 106'W & 15'S of NE building corner Location: Elevation of Test (Feet): Depth Below Existing Grade: 936% At grade 939% At grade 22 9-28-02 23 9-28-02 Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 130'E & 10'S of NW building corner Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 40'NW of SE building corner 941% At grade 942% At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pet: 120,0 122,0 121.5 117.0 Moisture Content, %: 12,8 9,5 10.7 12.2 Plus #4 Material, %: 8 8 8 8 LABORATORY COMPACTION CHARACTERISTICS OF SOIL {Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 119,2 119.2 119.2 119,2 Optimum Moisture Content, %: 11.6 11,6 11.6 11.6 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 100,5 98 Pass 102.5 98 Pass 102 98 Pass 98 98 Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing, The compaction test results meet the project sPecificatin the ar as tested. TESTED BY f / Dylan Va 'Avery Engineeri 9 Technician G :\2002CME\032377\D20-23.doc Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STORI~@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 PROJECT: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: October 2, 2002 TO: PROJECT NO: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 24 25 Date Taken: 9-28-02 9-28-02 Elevation of Test (Feet): 948Y2 Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 85'E & 5'S of NW building corner 942Y2 Location: Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 150'SE of NW building corner Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Depth Below Existing Grade: At grade At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pcf: 117.0 119.0 Moisture Content, %: 12.1 15.2 Plus #4 Material, %: 8 8 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 119.2 119.2 Optimum Moisture Content, %: 11.6 11.6 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 98 98 Pass 100 98 Pass Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compa tio test results meet the project specifications in the areas tested. / l/r I REMARKS: G:\2002CME\032377\D2~25.doc Information and statements in this report are derived from material, information and/or speCifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. STORI~@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, 51. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 PROJECT NO: 032377 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 26 27 Date Taken: 9-30-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 75'W & 30'S of NE building corner 943~ At grade Location: Elevation of Test (Feet): Depth Below Existing Grade: 9-30-02 Silty clayey sand, mostly fine grained, dark brown (SM-SC)-4 70'W & 10'S of NE building corner 944~ At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pet: 117.5 118,0 Moisture Content, %: 12.4 12.0 Plus #4 Material, %: 4 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Testl:ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pef: 119.2 119.2 Optimum Moisture Content, %: 11.6 11.6 COMPACTION TEST RESULTS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The com pactio test results meet the project specificati in the areas tested. Compaction, %: Specified Compaction, %: Review of Test Results: 98.5 98 Pass REMARKS: TESTE G :\2002CME\032377\D26-27 .doc 99 98 Pass Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. STO R I.,@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: PROJECT NO: COPY TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 28 29 30 31 Date Taken: 9-30-02 9-30-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 18'S & 200'W of NE building corner Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 18'S & 175'W of NE building corner Location: Elevation of Test (Feet): Depth Below Existing Grade: 945 944 Y:z 3" 3" 9-30-02 9-30-02 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 12'S & 125'W of NE building corner Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 25'S & 140'W of NE building corner 944 Y:z 942 3" 3" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pet: 121.0 117.5 122,5 123.0 Moisture Content, %: 12.1 12.8 12.4 11.1 Plus #4 Material, %: 10 14 18 16 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pd: 119,2 119.2 119,2 119.2 Optimum Moisture Content, %: 11.6 11,6 11.6 11.6 COMPACTION TEST RESULTS: Compaction, %: 101.5 98.5 102,5 103 Specified Compaction, %: 98 98 98 98 Review of Test Results: Pass Pass Pass Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compacti n test esults meet the project a'flCatiO,7 ;" the areas tested. ! Il TESTED B, . ~ f-Ie. /\AA _ REVIEWED BY: i J . Jay H nso Mar S aight, P.E: '--' Staff Engineer Project Manager G:\2002CME\032377\D2S.31.doc Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or enalyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STCJ R I~@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 TO: Ms, Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: PROJECT NO: COPY TO: PROJECT: 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 32 33 34 35 Date Taken: 9-30-02 9-30-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 25'S & 160'W of NE building corner Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 150'W of NE building corner Location: Elevation of Test (Feet): Depth Below Existing Grade: 945 932 3" 3" 9-30-02 9-30-02 Lean clay with a little gravel, brown (CL)-2 Lean clay with a little gravel, brown (CL)-2 155'W of NE building corner 150'W of NE building corner 934 935 3" 3" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pcf: 118.5 122.5 109 109 Moisture Content, %: 11.9 12.5 18.9 18.5 Plus #4 Material, %: 18 20 6 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL {Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 119.2 119.2 111.1 111.1 Optimum Moisture Content, %: 11.6 11.6 16.3 16.3 COMPACTION TEST RESULTS: Compaction, %: 99.5 102.5 98 98 Specified Compaction, %: 98 98 98 98 Review of Test Results: Pass Pass Pass Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The com pac i n test results meet the project nifications in the areas tested. I TESTED B~ ~ REVIEWED BY; II. Jay Hanson rk Straight, P.E. Staff Engineer Project Manager G :\2002CME\032377\D32-35.doc Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal law Title 1a, Chapter 47, STO R I.,@ Twin City Testing Corporation 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: PROJECT NO: COPY TO: PROJECT: 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 36 37 Date Taken: 9-30-02 9-30-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Lean clay with sand and a little gravel, yellowish- brown (CL)-1 Lean clay with sand and a little gravel, yellowish- brown (CL)-1 Location: 20'S & 200'W of NE building corner 945% 15'S & 160'W of NE building corner 946 Elevation of Test (Feet): Depth Below Existing Grade: 3" 3" 38 9-30-02 39 9-30-02 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 150'W of NE building corner 936% Lean clay with sand and a little gravel, yellowish- brown (CL)-1 150"W of NE building corner 938 3" 3" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) DryDensity,pcf: 116.5 114,5 120 113.5 Moisture Content, %: 16.9 15.8 11.4 10.5 Plus #4 Material, %: 8 6 20 20 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) MaximumDryDensity,pcf: 115.8 115,8 119.2 115.8 Optimum Moisture Content, %: 13.7 13.7 11.6 13.7 COMPACTION TEST RESULTS: Compaction, %: 100.5 99 100.5 98 Specified Compaction, %: 98 98 98 98 Review of Test Results: Pass Pass Pass Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The comp cti n te t results meet the project specifications in the areas tested. TESTEDBCl7~~ Jay Hanson Staff Engineer G:\2002CME\032377\D36-39.doc Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false. fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18. Chapter 47. STOAI~@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 PROJECT: Ms, Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: October 2, 2002 TO: PROJECT NO: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 40 41 Date Taken: 9-30-02 9-30-02 Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Sand with silt, fine to medium grained, tan (SP-SM)-3 Sand with silt, fine to medium grained, tan (SP-SM)-3 Location: 120'E of NW building corner 120'E & 5'N of NW building corner Elevation of Test (Feet): Depth Below Existing Grade: 944 Y2 At grade 945% At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) Dry Density, pcf: 124.0 124.5 Moisture Content, %: 11.1 7.6 Plus #4 Material, %: 4 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "An, (-#4 Basis) Maximum Dry Density, pcf: 126,2 126.2 Optimum Moisture Content, %: 9.7 9.7 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 98 98 Pass 98.5 98 Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction t st r suits meet the project specifications in the areas tested. G:\2002CME\032377\D40-41.doc Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. STO A I..,@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA PROJECT: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 October 2, 2002 DATE: PROJECT NO: COPY TO: 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: 45 DENSITY TESTS OF COMPACTED FILL 42 43 Date Taken: 10-1-02 Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 8'S & 65'W of NE building corner Location: Elevation of Test (Feet): Depth Below Existing Grade: 947Y2 6" 10-1-02 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 8'S & 10Q'W of NE building corner 947Y2 6" 44 10-1-02 10-1-02 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 8'S & 130'W of NE building corner 947Y2 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 8'S & 175'W of NE building corner 947Y2 6" 6" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (Overall Basis) DryDensity,pcf: 118.5 118 118 117 Moisture Content, %: 13.1 12,6 14.2 11.8 Plus #4 Material, %: 10 10 12 12 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 119.2 119,2 119,2 119.2 Optimum Moisture Content, %: 11,6 11.6 11.6 11.6 COMPACTION TEST RESUL TS: Compaction, %: 99.5 99 99 98 Specified Compaction, %: 98 98 98 98 Review of Test Results: Pass Pass Pass Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The com pactio test results meet the project Ys ificalions in the areas tested. TESTED B :~ ~/> Jay an n Staff Engineer G:\2002CME\032377\D42-45.doc Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray DATE: October 2,2002 Wensmann Homes RHS Building PROJECT NO,: 032377 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT TEST METHODS: ASTM:698-00, Standard Test Methods for Compaction Characteristics of Soil Using Standard Effort; ASTM:D2487-98, Standard Practice for Classification of Soils for Engineering Purposes; ASTM:D2488- 00, Standard Practice for Description and Identification of Soils STCJ AI~@ Laboratory Number: Sample Number: Compaction Procedure: Unified Soil Classification: S0450 Maximum Dry Density, pet: 115.8 1 Optimum Moisture Content, %: 13.7 A Date Sampled: September 24, 2002 Lean clay with sand, yellowish-brown (CL) 113 1 1 ~ t \/4 ~ 13 14 \ 5~ 16 Moisture Content, % ti~ \ \<1 " ( REVIEWED BY: \: 'ilA 'i:w(an anAve Mark Strai ht, P.1:':--" ry Engin ering Technicia 9 Project Manager 118 117 13 116 0. ~ '00 c Q) 0 ~ 115 0 114 TESTED BY <. Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shali not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114.1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray DATE: October 2, 2002 Wensmann Homes RHS Building PROJECT NO,: 032377 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT STCJ A I~@ TEST METHODS: ASTM:698-00, Standard Test Methods for Compaction Characteristics of Soil Using Standard Effort; ASTM:D2487-98, Standard Practice for Classification of Soils for Engineering Purposes; ASTM:D2488- DO, Standard Practice for Description and Identification of Soils Laboratory Number: Sample Number: Compaction Procedure: Unified Soil Classification: S0450 Maximum Dry Density, pcf: 111.1 2 Optimum Moisture Content, %: 16.3 A Date Sampled: September 24,2002 Lean clay, brown (CL)-2 109 1 4 15 16 17 8 ,~ ." 19 (-/-'/_\L It, Moisture Content, % 1) : REVIEWED BY: I~J ".;"~ DyTan Vc n';twery v Ma k traig1it, P.E:~.) 114 113 112 't3 a. ~ "00 c: Q) o ~ o 111 110 TESTED BY Enginee ng Technician Project Manager Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without writlen approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 1 a, Chapter 47. STORK@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray DATE: October 2,2002 Wensmann Homes RHS Building PROJECT NO,: 032377 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT TEST METHODS: ASTM:698-00, Standard Test Methods for Compaction Characteristics of Soil Using Standard Effort; ASTM:D2487-98, Standard Practice for Classification of Soils for Engineering Purposes; ASTM:D2488- 00, Standard Practice for Description and Identification of Soils Laboratory Number: Sample Number: Compaction Procedure: Unified Soil Classification: S0466 Maximum Dry Density, pcf: 126,2 3 Optimum Moisture Content, %: 9.7 A Date Sampled: September 28, 2002 Sand with silt, fine to medium grained, tan (SP- SM) 124 v 7 8 9 10 1f"... 12 lA ( Of) V Qn ,d1 j{) J1- Moisture Content, % 1/1 1 REVIEWED BY: I"i\~ D Ian VahAve M k Slrai ht P.E':" g , Project Manager 129 128 ..... 127 u a. ~ '(ij c (I) 0 ~ 126 0 125 TESTE~0 ~ Y ry Engineenng Technician Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory. The recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federai Statues inciuding Federal Law Title 18, Chapter 47. Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray DATE: October 2,2002 Wensmann Homes RHS Building PROJECT NO.: 032377 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT STCJ R I.,@ TEST METHODS: ASTM:698-00, Standard Test Methods for Compaction Characteristics of Soil Using Standard Effort; ASTM:D2487-98, Standard Practice for Classification of Soils for Engineering Purposes; ASTM:D2488- 00, Standard Practice for Description and Identification of Soils Laboratory Number: Sample Number: Compaction Procedure: Unified Soil Classification: S0466 Maximum Dry Density, pcf: 119.2 4 Optimum Moisture Content, %: 11.6 A Date Sampled: September 28, 2002 Silty clayey sand, mostly fine grained, dark brown (SM - SC) 117 i-. 9 10 11 12 3 14 . ( v., ~ Moisture Content, % ~ f\ -. : ')1 Q.A1 o"'n 11' A 11 REVIEWED BY: ~;J \~ Dylan Van ~ very Ma k Sttaight, P.E. 122 121 120 U 0- :i- '00 c Q) Cl ~ Cl 119 118 TESTED B Engineeri g Technician Project Manager Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full. without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 1 B, Chapter 47, R I.,@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: October 11, 2002 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENS MANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5376); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field e 0 owing tests were De orme at t e truc , exce t as noted: I Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments I Tests Number (in.) (%) Temp. (OF) Cast Added (gal.) Added (gal.) I 1 :40pm 148 2 0.9 80 3(A-D) - - Project Specs. Min. - - 55-90 Max,4 FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): Th f II 10-10-02 303N1 Remainder of SW perimeter strip footing including column pads SW Corner Column Pad Truck Discharge 9 Sunny,700F Aggregate Industries D. VanAvery rf d h k REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately, as they become available. Jim of Stellar was informed of the slump of the concrete. A rebar inspection was performed prior to placing concrete. Available building plans call for a 24" width footing with 2 #5 continuous rebar. The contractor had constructed a 36" width footing with 3 #5 continuous rebar. The increased footing size with additional rebar was judged to meet the minimum building requirements as outlined by the project documents. Prior to concrete placement, muck was excavated from the footing trenches. To establish footing grade. gravel was placed in the footing bottoms. After the soil correction .. ,w,as p:rfO;med \tj soils 7re judged suitable to suPPort;~ a ie ated foundation loads. TESTED k _,_,)J L0-- t-- /fv..e REVIEWED BY~ Dylan V nAvery Mar St ight, . Engineering Technician Project Manager G:\2002CME\032377\P3,DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential properly of our client and may not be used for advertising purposes, This report shail not be reproduced except in fUil, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a feiony under Federal Statutes including Federal Law Ti~e 18, Chapter 47 OCT-16-2002 13:25 STORK-TCT 651 659 7348 P.01/01 STO AI~ Twin City Testing Corporation 662 Cromwell Avenue, SI. Paul, MN 55114-1776 . (651) 645-3601, Fa;ll;: (651) 659.7348 TO: Ms. Kelly MlIrray Wensmann Homes \ RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: october e, 2002 PROJECT NO: 032371 COPIES TO: 1-Pioneer Engineering, Nick Palla 1.City of Prior Lake, Paul Baumgartner 1-Ryan Contracting. Tyler Enright 1.Wensmann Homes. Mike Vallez 1.JSSH Architects, Roger Johnson 1.Blanchard Enlaineerin9, Bill Blanchard PROJECT: lAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOtA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic.Cement Concrete; ASTM:C231-97.Air Content of Freshly Mixed Concrete by the PresslIre Method (Air Meter Number C-286); ASTM:C31.QO, Making and Curing Concrete Test Specimens In the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Plaoement: Total Yards ObselVed: Weather: Concrete Supplier: Field Techniclan(s): , 0.8-02 303N1 Strip Footing Including Column Pads, SW Perimeter of Building Pump 90 ,Sunny,600F Aggregate Industries D. VanAvery The followina tests were oerformed at the truck. exee;lt as noted: Timlt of Truck Slump Air Contenl ' Concrete Cylinders Water Plasticizer COn.-.lllnts Tests Number (in.) ('/at Temp, (oF) Cad Added (gal,) Added (gill.) 11:15am 157 5 1.6 80 1 (A-D) ~ - 11:4Sam 148 4% 1.8 78 2(A-D) ~ - 12:00pm 148 4 - - - - - T Bstecl at end of pump Project SplilC5, Min. - N/A ss..~ Max. 4 REMARKS; The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately I as they become available. Jim of Stellar and Aggregate Industries were informed of the high slump ofthe concrete. Perfonned rebar Inspection prior to concrete plaoement. Rebar was compliant with available project plans and specifications. Observed contractor muck excavating footing trenches prior to placing concrete. After muck excavation, the soli beneath the footings was judged suitable to support the building foundation ~ ~ TESTED B~~G.A1 ViJ.!1 ~ 1) REVIEWED BY: ^ ~ J \ ~ Dy an anAvel)' ~ St,i!ghl, P .E. _. , _......_,_._ ~--.:I__'..""'_"',.a'" TDTRL P.01 STORK@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PlAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114.1776 (651)645-3601,Fax(651)659-7348 DATE: PROJECT NO: COPY TO: October 16, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 46 47 Date Taken: 10-15-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 5th Deck Footing along North Strip Footing At grade At grade Location: Depth Below Footing Grade: Depth Below Existing Grade: 10-15-02 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 6th Deck Footing along North Strip Footing At grade At grade 48 10-15-02 Silty clayey sand with a little gravel, mostly fine grained, dark brown (SM-SC)-4 8th Deck Footing along North Strip Footing At grade At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pet: 118 117 117.5 Moisture Content, %: 17.8 14.9 14.1 Plus #4 Material, %: 8 8 8 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 119.2 119.2 119.2 Optimum Moisture Content, %: 11.6 11.6 11.6 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 99 98 Pass 98 98 Pass 98.5 98 Pass Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compactio test esults meet the project specifications in the areas tested. REMARKS: / . TESTED BY: .Jl Dylan V Avery Engineering Technician G :\2002CME\032377\D46-48.doc Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false. fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law litle 18, Chapter 47. A~~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: October 11, 2002 PROJECT NO: 032377 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-8Ianchard~ineerin~i11 Blanchard TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (.A.ir Meter Number 5376); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: 10-10-02 303N1 Remainder of SW perimeter strip footing including column pads SW Corner Column Pad Truck Discharge 9 Sunny, 700F Aggregate Industries D, VanAvery Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): T he fol owmg tests were performed at the truck, except as noted: I Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments I Tests Number (in.) ("fa) Temp. (oF) Cast Added (gaL) Added (gal.) I 1 :40pm 148 2 0,9 80 3(A-D) - - Project Specs. Min. -- - 55-90 Max, 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately, as they become available. Jim of Stellar was informed of the slump of the concrete. A rebar inspection was performed prior to placing concrete. Available building plans call for a 24" width footing with 2 #5 continuous rebar, The contractor had constructed a 36" width footing with 3 #5 continuous rebar. The increased footing size with additional rebar was jUdged to meet the minimum building requirements as outlined by the project documents. Prior to concrete placement, muck was excavated from the footing trenches, To establish footing grade, gravel was placed in the footing bottoms. After the soil correction . w.as p~rfOnned the soils 7re judged suitable to support th al ie ated foundation loads. TESTED & ...J; l"'- V t-- ;/v-l REVIEWED BY~ Dylan V nAvery Mar St ight, Engineering Technician Project Manager G:\2002CME\032377\P3,DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 .5TO Fil", Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: October 8,2002 PROJECT NO: 032377 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-8-02 303N1 Strip Footing including Column Pads, SW Perimeter of Building Pump 90 Sunny, 600F Aggregate Industries D. VanAvery The followino tests were performed at the truck, exce t as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in,) ('AI) Temp. (oF) Cast Added (gal.) Added (gat) 11:15am 157 5 1,6 80 1 (A-D) - - 11 :45am 148 4% 1,8 78 2(A-D) - - 12:00pm 148 4 - - - - - Tested at end of pump Project Specs. Min. - N/A 55-90 Max,4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately I as they become available. Jim of Stellar and Aggregate Industries were informed of the high slump of the concrete. Performed rebar inspection prior to concrete placement. Rebar was compliant with available project plans and specifications. Observed contractor muck excavating footing trenches prior to placing concrete. After muck excavation, the soil beneath the footings was judged suitable to support the building foundation ~ REVIEWED BY:~~ Mar Stn\lght, P .E. Project Manager information and statements in fhis report are derived from material, information and/or specitications furnished by the client and exclude any expressed or implied warranfies as to the fitness ot the material tesfed or analyzed tor any particular purpose or use. This reporf is fhe confidential property of our client and may not be used for advertising purposes This report shall not be reproduced except in full, without written approval of this laborafory, The recording ot false, ficfitious or fraudulenf statements or entries on this document Twin City Testing Corporation Materials Technology TO: Ms, Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 - 662 Cromwell Avenue, St. Paul, (651) 645-3601, Fax: (651) 659- DATE: October 18, 2002 I By _________ -----------------.:.:J PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5376); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-14-02 303N1 Strip Footing Including Column Pads, NW corner of building Truck Discharge 20 Sunny, 600F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) ("!o) Temp. (oF) Cast Added (gaL) Added (gaL) 3:00pm 715 3 1.9 78 4(A-D) - -- Project Specs. Min. - - 55-90 Max. 4 REMARKS: Cylinders cast set 4(A-D) were run over by construction equipment and damaged beyond repair. Therefore no compression test results will be reported for set 4(A-D). We recommend to cast an extra set of cylinders at the next concrete pour for com ression tests. TESTED BQ)~\.w" ':l.~ 4ve.~ Dylan nAvery Engineering Technician G:12002CME\032377\P4.DOC Information and statements in this report are denved from matenal, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the matenal tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes_ This report shall not be reproduced except in full, without written approval of this laboratory_ The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STCJ R I~@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 PROJECT: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 WENSMANN 2nd ADDITION PRIOR LAKE, MINNESOTA DATE: November 15, 2002 TO: PROJECT NO: 031408 COPY TO: , Nick Polta Test Number: DENSITY TESTS OF COMPACTED FILL 145 146 Date Taken: 11-14-02 11-14-02 Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Sand with silt and a little gravel, mostly fine grained, brown {SP-SM)-1 Sand with silt and a little gravel, mostly fine grained, brown {SP-SM)-1 Location: Block 1, Lot 18, garage Block 1, Lot 20, garage Elevation of Test: 942' 941' Depth Below Existing Grade: FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pcf: 103.5 102 Moisture Content, %: 9,1 12.8 Plus #4 Material, %: 10 14 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 105,2 105.2 Optimum Moisture Content, %: 16.0 16,0 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 98.5 95 Pass 97 95 Pass Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction te t r suits meet the project specifications in the areas tested. TESTED BY: Q 7 4,v\-- Jay Hanson Staff Engineer - REMARKS: F:\BMC\2001 CME\031408\D 145-146,doc Information and statements in this report are derived from material, information and/or specifications furnished by the ciient and exclude any expressed or impiied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STO R I..,@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: WENSMANN 2nd ADDITION PRIOR LAKE, MINNESOTA DATE: December 5, 2002 PROJECT NO: 031408 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake Elevation of Test: Depth Below Existing Grade: FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pet: 114.5 115.5 116.5 116 Moisture Content, %: 13.6 12,8 13.2 14.3 Plus #4 Material, %: 4 6 4 4 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 117.6 117.6 117.6 117.6 Optimum Moisture Content, %: 13.6 13.6 13.6 13.6 COMPACTION TEST RESULTS: DENSITY TESTS OF COMPACTED FILL 147 148 149 150 11-22-02 11-22-02 11-22-02 11-22-02 Sandy lean clay Sandy lean clay Sandy lean clay Sandy lean clay with a little gravel, with a little gravel, with a little gravel, with a little gravel, brown (CL)-3* brown (CL)-3* brown (CL)-3* brown (CL)-3* Block 2, Lot 20, Block 2, Lot 19, Block 2, Lot 18, Block 2, Lot 17, service trench service trench service trench service trench 938' 937' 937' 936' Test Number: Date Taken: Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Location: Compaction, %: Specified Compaction, %: Review of Test Results: 97.5 95 Pass 98 95 Pass 99 95 Pass 98.5 95 Pass REMARKS: Density tests are valid at the location and elevation of the test only, No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction t t results meet the project specifications in the areas tested, *Proctor taken from Wensmann 1st Ad it n, Twin City Testing project #030410. TESTED Bc77 ~ Jay Hanson Staff Engineer F :\BMC\2001 CME\031408\D147 -150 ,doc Information and statements in this report are derived from material, information andlor specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law TIlle 18. Chapter 47, STORK@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 PROJECT: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 WENSMANN 2nd ADDITION PRIOR LAKE, MINNESOTA DATE: December 5, 2002 TO: PROJECT NO: 031408 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake Date Taken: DENSITY TESTS OF COMPACTED FILL 151 11-22-02 Test Number: Unified Soil Classification: ASTM:D2487 -98, ASTM:D2488-00 (Proctor Sample Number) Sand with silt with a little gravel, mostly fine grained, brown (SP-SM)-1 Elevation of Test: Depth Below Existing Grade: Block 2, Lot 17, back of pad 935Y:z' Location: 6" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pcf: 102 Moisture Content, %: 3,6 Plus #4 Material, %: 12 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 105.2 Optimum Moisture Content, %: 16.0 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 97 95 Pass REMARKS: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than tho e tested. The test locations and the number of tests were selected by Twin City Testing. The comp ctio st results meet the project specifications in the areas tested. TESTEDBQ71J.e~ Jay Hanson Staff Engineer F:\BMC\2001CME\031408\D151.doc Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. DEC-OZ-ZOOZ 05:05P~ FROM-WENSMANN HOMES iF S'T'OAI"'i" twn ~ tesa~ ....D.-.-...... , . 16l'--......_l'I"'...h.. T-04Z P,OOl/001 F-l10 110nn N500 (9102) STRUCTURAL STEIl~L Vll;lJAI. INSPECTION IlRPOR'r Dale ofInspection: J2I02/02 P.O, No: _ Pr'ojootlLoostion of In.DpOOU('II'l: ~~~RONT PL^f'-.,\ ClienL: WENSMANN HOMES .,, ... .---. - rroject Spcclficntionsf.t<.equ;rements: _~lS(;f A WS AcceplanCC' Criteria; N/A Equipment Used: Nt'!' Work Order No.: 032377 Proc~urc No.: 4il'l-OENR-NDT-JH ......- '.. Type ofTnspection: .,~ InsDCction Results: l--illcl Wc:Jcls 181' FLOOR J...ENTBLS SOUTHWEST RETAIL WALL BelUIl to Emhc:dded steel fillet wcld.'i. ---Satisfactury Boltixu: ] ST FLOOR LENTELS SOUTHWEST RETAIL WALl. Beam to Embedded steel 3/4" A32S TC bolted connections. -...Satisfactory Decking N/A ~ N/A Technician: JJu-J J~.- Level: ..e:...~ lnh Ti,,,r.' ,~ MileAgl'\: 60 .STOAI.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 8, 2002 PROJECT NO: 032377 COPIES TO: 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5376); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-15-02 303N1 Strip Footing Including Column Pads, North Footing Line Truck Discharge 20 Sunny, 500F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gal.) 2:15pm 746 3% 4,5 68 5(A-D) - -- 2:45pm 726 2~ 4.5 68 6(A-D) - - Project Specs. Min. - -- 55-90 Max, 4 TESTED BY.~ Dylan Engin G:\2002CME\032377\P5-6,D The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available, Performed rebar inspection prior to concrete placement, rebar was ompliant with available project plans and specifi~ ti~~.,_ __ ^J REVIEWED BY: ! V Mar S raight, P.E. Project Manager REMARKS: Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STO A I..,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 8, 2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-18-02 303N1 Strip Footing Including Column Pads, NE Perimeter Truck Discharge 20 Cloudy, 450F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gal.) 11:30am 746 2 2.1 68 7(A-D) - - Project Specs. Min. - - 55-90 Max, 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Performed rebar inspection prior to concrete placement, rebar was ompliant with available project plans and specifi tion', y an Va Avery Engineer ng Technician G:12002CME\032377\P7,DOC REVIEWED BY:! i , a k raight, P.E. Project Manager Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particuiar purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Ti~e 18, Chapter 47 STO A I.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 8,2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5520); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-23-02 303N1 Strip Footing, NE Perimeter Truck Discharge 5 Partly Cloudy, 450F Aggregate Industries S. Gebauer The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gaL) 2:00pm 204 2 4,1 61 8(A-D) - -- Project Specs. Min. - - 55-90 Max, 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Performed rebar inspection prior to concrete placement, rebar was complia~th available project plans and specifi tio s: / . ' .i.- I TESTED BY: ~/N-c,u<::' U~iJ..~ REVIEWED BY:ru Steven Gebauer .. Mark St ight, P. Engineering Technician Project Manager G:\2002CMEI032377\P8,DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this iaboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Titie 18, Chapter 47 STOAI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 11, 2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-25-02 303N1 Interior Column Pads, West Side of Structure Truck Discharge 20 Cloudy, 450F Aggregate Industries D, VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gaL) 11 :30am 191 2Y2 1,6 65 9(A-D) - - Project Specs. Min. - - 55-90 Max, 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Performed rebar inspection prior to concrete placement, rebar was compliant with available project plans and specifications, except anchors for columns were not wet set. Contractor informed us that the precast concrete panel contractor was going to i stall the anchors just prior to setting the columns. Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Tibe 18, Chapter 47 :iTO A I.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 11, 2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5520); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 10-30-02 303N1 Column Pads, N, NE Pads on Inside Perimeter Truck Discharge 10 Cloudy, 360F Aggregate Industries S. Gebauer The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gal.) 11 :OOam 204 1Y2 -- 62 10(A-D) - - Project Specs. Min, - - 55-90 Max. 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Performed rebar inspection prior to concrete placement. Rebar was compliant with available project plans and specifications except anchors for columns were not wet set. Contractor informed us that the precast concrete panel contractor was going to inSla?;nchors just prior to setting the COI~m~~~ .... TESTED BY: ,dku-'O ();~<---~ REVIEWED By:v~l_ _ . . , Steven Gebauer Mark traig, . Engineering Technician Project Manager G:\2002CME\032377\P10,DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential properly of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, wijhout written approval of this laboratory, The recording of false, fict~ious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Tille 18, Chapter 47 STD A I.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, 51. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 11, 2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 11-1-02 303N1 Column Pads, Along North Interior Truck Discharge 20 Partly Cloudy, 300F Aggregate Industries D, VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (ga!.) Added (gaL) 2:00pm 187 20/. 1,6 60 11(A-D) - - Project Specs. Min. - - 55-90 Max. 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Performed rebar inspection prior to concrete placement. Rebar was compliant with available project plans and specifications except anchors for columns were not wet set. ontractor informed us that the precast concrete panel contractor was going t 'n\tal~ the an hors just prior to setting the col mns' V / REVIEWED BJ\] Dylan nAvery Ma k raight, .E:- Engine ring Technician Project Manager G:\2002CME\032377\P11, DOC Information and statements in this report are derived from material, information andlor specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approvai of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 1 B, Chapter 47 STOAI~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 9,2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fr9cture: Load at Failure, Ibs.: Compressive Strength, psi: 1A 1B 1C 10 10-8-02 10-8-02 10-8-02 10-8-02 7 28 28 Hold 5 5 5 5 1.6 1,6 1.6 1.6 Strip Footing Including Column Pads, SW Perimeter of Building 3000 303N 1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016583-A 6.02 12.00 28.46 10-10-02 2 5 10-15-02 11:20am Shear 87530 3080 016583-B 6,00 12.00 28.27 10-10-02 2 26 11-5-02 11 :55am Shear 133180 4710 016583-C 6.00 12.00 28.27 10-10-02 2 26 11-5-02 2:00pm Shear 140480 4970 o 16583-D 10-10-02 2 Hold REMARKS: The 28-day compression test results meet the specified strength. REVIEWED B~' Dylan Va Avery Engineering Technician F:\BMC\2002CME\032377\016583 set 1.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approvai of this iaboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federai Statutes including Federal Law Title t B, Chapter 47 STO A I..,@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 9, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (A8TM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs,: Compressive Strength, psi: 2A 2B 2C 2D 10-8-02 10-8-02 10-8-02 10-8-02 7 28 28 Hold 5 5 5 5 1.6 1.6 1 .6 1,6 Strip Footing Including Column Pads, SW perimeter of building 3000 303N 1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders o 16584-A 6.02 12.00 28.46 10-10-02 2 5 10-15-02 11 :10am Shear 79370 2790 016584-B 6.00 12.00 28.27 10-10-02 2 26 11-5-02 3:05pm Shear 135410 4790 o 16584-C 6,00 12.00 28.27 10-10-02 2 26 11-5-02 3:09pm Shear 131180 4640 o 16584-D 10-10-02 2 Hold REMARKS: The 28-day compression test results meet the specified strength,. REVIEWED B~ Dylan anAvery Engineering Technician G:\2002CME\032377\016584 set 2.DOC REVIEWED BY: Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shali not be reproduced except in fuli, wlihout written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a feiony under Federal Statutes including Federal Law Trtle 18, Chapter 47 STO R I...,@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKEFRONT PLAZA WENS MANN HOMES PRIOR LAKE, MINNESOTA November 9, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 3A 3B 3C 3D 10-10-02 10-10-02 10-10-02 10-10-02 7 28 28 Hold 2 2 2 2 0.9 0.9 0.9 0.9 Remainder of SW perimeter, Strip footing including column, SW corner column pads 3000 303N1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders o 16638-A 6.01 12.00 28.37 10-14-02 4 3 10-17-02 1 :30pm Shear 117170 4130 016638-B 6.01 12.00 28.37 10-14-02 4 24 11-7-02 9: 15am Shear 153410 5410 016638-C 6.01 12.00 28.37 10-14-02 4 24 11-7-02 9:18am Cone & Shear 163640 5770 016638-0 10-14-02 4 Hold REMARKS: The 28-day compression test results meet the specified strength. REVIEWED BY' Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 AI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 October 25, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: 5A 5B 5C 50 10-15-02 10-15-02 10-15-02 10-15-02 7 28 28 Hold 3Y2 3% 3% 3Y2 4.5 4.5 4.5 4.5 Strip Footing Including Column Pads, North Footing Line 3000 303N1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders TEST RESULTS: Laboratory Number: o 16680-A 016680-8 o 16680-C 016680-0 Diameter, in: 6.00 Height, in: 12.00 12.00 12.00 12.00 Area, sq. in: 28.27 Date Received: 10-17-02 10-17-02 10-17-02 10-17-02 Days on Job & Enroute: 2 2 2 2 Days Lab Cured (ASTM:C192-00): 5 26 26 Hold Date of Test: 10-22-02 11-12-02 11-12-02 Time of Test: 8:15am To Be Tested To Be Tested Type of Fracture: Shear Load at Failure, Ibs.: 87590 Compressive Strength, psi: 3100 REMARKS: Test results will be reported as they become available. REVIEWED BY:. \ Dyla VanAvery Engineering Technician G:\2002CME\032377\016680 set 5.DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 R~~(5) Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 October 25, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in, (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: 6A 6B 6C 60 10-15-02 10-15-02 10-15-02 10-15-02 7 28 28 Hold 2% 2% 2% 2% 4,5 4.5 4.5 4.5 Strip Footing Including Column Pads, North Footing Line 3000 303N1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders TEST RESUL TS: Laboratory Number: 016681-A 016681-B 016681-C 016681-0 Diameter, in: 6.00 Height, in: 12.00 12.00 12.00 12.00 Area, sq. in: 28.27 Date Received: 10-17-02 10-17-02 10-17-02 10-17-02 Days on Job & Enroute: 2 2 2 2 Days Lab Cured (ASTM:C192-00): 5 26 26 Hold Date of Test: 10-22-02 11-12-02 11-12-02 Time of Test: 8:10am To Be Tested To Be Tested Type of Fracture: Shear Load at Failure, Ibs.: 83590 Compressive Strength, psi: 2960 Test results will be reported as they become available. REVIEWED BY:~\~~ afK S aight, . . Project Manager REMARKS: REVIEWED BY~_~M V 1\.'" ~~tj Dylan anAvery Engineering Technician G:\2002CME\032377\016681 set 6.DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Ti"e 18, Chapter 47 STCJAI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 October 29,2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs,: Compressive Strength, psi: 7A 7B 7C 7D 10-18-02 10-18-02 10-18-02 10-18-02 7 28 28 Hold 2 2 2 2 2.1 2.1 2.1 2.1 Strip Footing Including Column Pads, NE Perimeter 3000 303N1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016780-A 6.00 12.00 28.27 10-23-02 5 2 10-25-02 10:15am Shear 63490 2250 o 16780-B 016780-C 016780-D 12.00 12.00 12.00 10-23-02 5 23 11-15-02 To Be Tested 10-23-02 5 23 11-15-02 To Be Tested 10-23-02 5 Hold REMARKS: Test results will be reported as they become available. REVIEWED By:D' lQ,n Dylan anAvery Engineering Technician G:\2002CME\032377\016780 set 7.DOC REVIEWED BY: ~~ 0 Mar St aight , P.E. Project Manager Information and statements in this report are derived from material, information and/or spec~ications furnished by the client and exclude any expressed or implied warranties as to the frtness of the malerial tested or analyzed for any particular purpose or use, This report Is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approvai of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Titie 18, Chapter 47 STO R I.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 November 8, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENS MANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: 8A 8B 8C 10-23-02 10-23-02 10-23-02 7 28 28 222 4.1 4.1 4,1 Strip Footing, North East Perimeter 3000 303N 1 Aggregate Industries S. Gebauer 8D 10-23-02 Hold 2 4.1 ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders TEST RESULTS: Laboratory Number: 016796-A 016796-B o 16796-C 016796-D Diameter, in: 6,00 Height, in: 12.00 12.00 12.00 12.00 Area, sq. in: 28.27 Date Received: 10-25-02 10-25-02 10-25-02 10-25-02 Days on Job & Enroute: 2 2 2 2 Days Lab Cured (ASTM:C192-00): 5 26 26 Hold Date of Test: 10-30-02 11-20-02 11-20-02 Time of Test: 8:48am To Be Tested To Be Tested Type of Fracture: Shear Load at Failure, Ibs.: 88270 Compressive Strength, psi: 3120 REMARKS: Test results will be reported as they become available. REVIEWED BY: ~.uM-G'~ W Steven Gebauer Engineering Technician G:\2002CME\032377\016796 set a.DOC Information and statements in this report are derived from material, Information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full. without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Tille 18, Chapter 47 STCJ A I..,@ Materials Technology Twin City Testing Corporation DATE: TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 November 8, 2002 PROJECT NO,: 032377 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-o0): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 9A 9B 9C 10-25-02 10-25-02 10-25-02 7 28 28 2% 2% 2% 1.6 1.6 1.6 Interior Column Pads on West Side of Structure 3000 303N1 Aggregate Industries D. VanAvery 90 10-25-02 Hold 2% 1,6 ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C 1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders o 16844-A 5.99 12.00 28,18 1 0-30-02 5 2 11-1-02 10:02am Shear 88240 3130 016844-B o 16844-C 10-30-02 5 23 11-22-02 To Be Tested 1 0-30-02 5 23 11-22-02 To Be Tested REMARKS: Test results will be reported as they become available. REVIEWED BY, l~ Ma k traig , . Project Manager REVIEWED BY: '1) / / LJ t Dylan ' anAvery Engineering Technician G:\2002CME\032377\016844 set 9.DOC 016844-0 10-30-02 5 Hold Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or frauduient statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STO A I..,@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 8, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: REMARKS: 10A 10-30-02 7 1Yz Not available Column Pads, N, NE Pads on Inside Perimeter 3000 303N1 Aggregate Industries S, Gebauer 10B 10-30-02 28 1Yz 10C 10-30-02 28 1Yz 10D 10-30-02 Hold 1Yz 016857-B 11-1-02 2 26 11-27-02 To Be Tested ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders REVIEWED BY: C;feJ-L he/;{lUC( Gr Steven Gebauer Engineering Technician G:\2002CME\032377\016857 set 10.DOC 016857-A 6.00 12.00 28.27 11-1-02 2 5 11-6-02 2:49pm Shear 74880 2650 016857-C 016857-0 11-1-02 2 26 11-27-02 To Be Tested 11-1-02 2 Hold Test results will be reported as they become available, Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law nle 18, Chapter 47 STCJ A I~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Wensmann Homes DATE: December 5, 2002 Attn: Kelly Murray 1895 Plaza Drive, Suite 200 PROJECT NO: 032377 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA COpy TO: I-Pioneer Eng WENSMANN HOMES I-City of Prior Lake PRIOR LAKE, MINNESOTA I-Ryan Contracting INSPECTION OF IDGH TENSD..E BOLTED CONNECTIONS AND STRUCTURAL WELDS GENERAL INFORMATION: Date of Inspection - December 2, 2002 Scope ofInspection - Inspection of high tensile bolted connections according to the procedures in "Specification for Structural Joints Using ASTM: A325 or A490 Bolts" approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation dated November 13, 1985, This inspection was made to determine if the connections were adequately tightened, Visual observation of structural welds to detennine if they meet the quality and workrnans.hip requirements of Table 6,1 of Section D 1.1-00 of the A WS Structural Welding Code, Equipment Used - 0-1000 flAb CDI Torque WrenchModellOOOSLDFE Inspection Personnel- Dave DeMenge, SNT-TC-IA, Level II Technician Location of Inspection - Project Site Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approvai of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federai Law Title 18, Chapter 47 PROJECT NO: 032377 DATE: PAGE: December 5, 2002 Two INSPECTION OF mGH TENSILE BOLTED CONNECTIONS AND STRUCTURAL WELDS TEST RESULTS: Bolts Ins.pection - Area Inspected Floor Level Sizerrype of Bolt Inspection Results Southwest Retail Wall First Lentels %" A325 TC Beam to embedded steel- Satisfactory Weld Observation- Area Observed Floor Level Observation Results Southwest Retail Wall First Lentels Visual observation of the fillet welds joining the beam to embedded steel fillet welds - Satisfactory - No apparent weld defects REMARKS: The visual observation of the structural welds reported above shows that the welds meet the requirements of the A WS Structural Welding Code. The inspection of the high tensile bolted comections reported above shows that the comections have been adequately tightened and meet the requirements of the project specifications. CITY TESTING berry NDT Operations Manager Corporate Level ill GS/jkm!032377 Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shail not be reproduced except in fuil, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STOAI~@ Materials Technology Twin City Testing Corporation Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 TO: 662 Cromwell Avenue, S1. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 15, 2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 11-4-02 303N1 Column Pads, North Interior Truck Discharge 10 Sunny, 400F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gal.) 2:00pm 104 3 1.8 60 12(A-O) - - Project Specs. Min. -- N/A 55-90 Max, 4 The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Reinforcing steel within poured column pads complied with available specs and plans. Cylinders 12(A-D) were damaged on site from construction traffic. No compressio~ tests will be available for this set. . ~ \ \ t _________ Ii. ~ REVIEWED BvN Zv ~ Mar~ S~~~i9ht, P.E. Project rV1anager REMARKS: Dylan anAvery Engineering Technicia G:12002CME\032377\P12,DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full. without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document mav be ounished as a felonv under Federal Statutes includinQ Federal Law Title 18, Chapter 47 STCJRI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 15, 2002 PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 11-7-02 303N1 Strip Footing Including Column Pads, Elevator Pads Truck Discharge 10 Sunny, 500F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gal.) Added (gaL) 11 :30am 721 1Y:z 2.3 62 13(A-D) - - Project Specs. Min. - N/A 55-90 Max. 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Reinforcing steel with strip footing and elevator pads complied with all available specs and plans. ' TESTED BY: Dylan anAvery Engineering Technician G:\2002CME\032377\P13,DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STD A ;""i@ Materials Technology Twin City Testing Corporation PROJECT: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 20,2002 TO: PROJECT NO: 032377 COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard TESTS OF PLASTIC CONCRETE TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 11-13-02 303N1 Strip Footing Truck Discharge 18 Cloudy, 400F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gaL) Added (gaL) 2:15pm 705 3 2.1 62 14(A-D) -- - Project Specs. Min, - N/A 55-90 Max. 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. All steel complied with available s ecs and plans. '\j: I \\ ~ REVIEWED BY:' 'oJ -- ark traight, p,~: Project Manager TESTED BY';,! ~ Dylan VanAvery Engineering Technician G:\2002CME\032377\P14, DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document mav be ounished as a felony under Federal Statutes including Federal Law TiUe 18, Chapter 47 STOAI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: November 26, 2002 PROJECT NO: 032377 PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COPIES TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard TEST METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00,Slump of Hydraulic-Cement Concrete; ASTM:C231-97,Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number C-286); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field TESTS OF PLASTIC CONCRETE FIELD DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 11-19-02 303N1 Strip footing including column pads and deck footings,north end of structure Truck Discharge and Pump 20 Sunny, 450F Aggregate Industries D. VanAvery The following tests were performed at the truck, except as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (oF) Cast Added (gaL) Added (gaL) 11 :OOam 187 4 3.0 75 15(A-O) - -. Project Specs. Min. - N/A 55-90 Max, 4 REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results will be reported separately as they are available. Additional deck footings were placed outside of the NE building corner, 3 #4's EW with 4 #4 verts in each additional deck footing All other steel complied with available specs and plans. ~ I V I J REVIEWED BY j Mar Straight, Project Manager Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without wrillen approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federai Law Title 18, Chapter 47 STO AI~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKEFRONTPLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 16, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 5A 5B 5C 5D 10-15-02 10-15-02 10-15-02 10-15-02 7 28 28 Hold 3% 3% 3% 3~ 4.5 4.5 4.5 4.5 Strip Footing Including Column Pads, North Footing Line 3000 303N1 Aggregate Industries D, VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders o 16680-A 6,00 12.00 28,27 10-17-02 2 5 10-22-02 8:15am Shear 87590 3100 016680-B 6.00 12.00 28.27 10-17-02 2 26 11-12-02 2:25pm Shear 135180 4780 016680-C 6.00 12.00 28.27 10-17-02 2 26 11-12-02 2:30pm Shear 136710 4840 016680-D 10-17-02 2 Hold REMARKS: REVIEWED BY' \ ~ Dylan V nAvery Enginee'ng Technician G:\2002CME\032377\016680 set 5.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fttness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STO A ;..,@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 16, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq, in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 6A 6B 6C 60 10-15-02 10-15-02 10-15-02 10-15-02 7 28 28 Hold 20/4 20/4 20/4 20/4 4.5 4.5 4.5 4.5 Strip Footing Including Column Pads, North Footing Line 3000 303N1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016681-A 6.00 12.00 28.27 10-17-02 2 5 10-22-02 8:10am Shear 83590 2960 016681-B 6.00 12.00 28.27 10-17-02 2 26 11-12-02 2:47pm Shear 140180 4960 016681-C 6,00 12.00 28.27 10-17-02 2 26 11-12-02 2:50pm Shear 138060 4880 016681-0 10-17-02 2 Hold The 28-<lay compression test results meet the specified strengt:. \ REVIEWED BY: [{~\ J~ \)s Ma~k Straight, P.E-.~ Project Manager REMARKS: REVIEWED BY- \ y an Va Avery Engineering Technician G:\2002CME\032377\016681 set 6.DOC Information and statements In this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or Implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STCJ A I..,@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKEFRONTPLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 16, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq, in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 7A 7B 7C 7D 10-18-02 10-18-02 10-18-02 10-18-02 7 28 28 Hold 2 2 2 2 2.1 2.1 2.1 2,1 Strip Footing Including Column Pads, NE Perimeter 3000 303N1 Aggregate Industries D, VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016780-A 6.00 12.00 28,27 10-23-02 5 2 10-25-02 10:15am Shear 63490 2250 016780-8 6.01 12.00 28.37 10-23-02 5 23 11-15-02 8:15am Shear 118140 4160 016780-C 6.01 12,00 28.37 10-23-02 5 23 11-15-02 10:00am Shear 127000 4480 016780-D 10-23-02 5 Hold REMARKS: The 28-day compression test results meet the specified strength. REVIEWED BY.' \ REVIEWED Bv:N\ \ ylan nAvery Mar Straig Enginee ing Technician Project Manager G:\2002CME\032377\016780 set 7.DOC Information and statements in this report are derived from material, information andlor specifications furnished by the cHent and exclude any expressed or impHed warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our cHent and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document mav be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STOAI~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 {651} 645-3601, Fax: {651} 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 23, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq, in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 8A 8B 8C 10-23-02 10-23-02 10-23-02 7 28 28 222 4,1 4.1 4.1 Strip Footing, North East Perimeter 3000 303N 1 Aggregate Industries S. Gebauer 8D 10-23-02 Hold 2 4.1 ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders o 16796-A 6,00 12.00 28.27 10-25-02 2 5 10-30-02 8:48am Shear 88270 3120 016796-B 6.00 12.00 28.27 10-25-02 2 26 11-20-02 9:00am Shear 143780 5090 016796-C 6.00 12.00 28,27 10-25-02 2 26 11-20-02 9:03am Shear 140660 4980 REMARKS: The 28-day compression test results meet the specified stren REVIEWED BY: ~d}- even Gebauer Engineering Technician G:\2002CME\032377\016796 set a.DOC 016796-0 10-25-02 2 Hold Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document mav be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STCJRI~@ Materials Technology Twin City Testing Corporation DATE: TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 4,2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq, in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-Q0): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 9A 9B 9C 10-25-02 10-25-02 10-25-02 7 28 28 2% 2% 2% 1.6 1.6 1.6 Interior Column Pads on West Side of Structure 3000 303N1 Aggregate Industries D. VanAvery 90 10-25-02 Hold 2% 1.6 ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016844-A 5.99 12.00 28.18 10-30-02 5 2 11-1-02 10:02am Shear 88240 3130 o 16844-B 6.00 12.00 28.27 10-30-02 5 23 11-22-02 8:42am Shear 157740 5580 016844-C 6.00 12.00 28.27 1 0-30-02 5 23 11-22-02 8:46am Shear 156370 5530 REMARKS: The 28-day compression test results meet the specified strengtlil, REVIEWED BY: yan anAvery Engineering Technician G:\2002CME\032377\016844 set g,QOC 016844-D 10-30-02 5 Hold ~ / , ------- "\. Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document mav be punished as a felony under Federal Statutes including Federal Law Title 1 B, Chapter 47 STO R 14i@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA December 4, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 10B 10-30-02 28 1% 10C 1 0-30-02 28 1Y2 10A 10-30-02 7 1Y2 Not available Column Pads, N, NE Pads on Inside Perimeter 3000 303N1 Aggregate Industries S. Gebauer 100 10-30-02 Hold 1% ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016857-A 6.00 12.00 28.27 11-1-02 2 5 11-6-02 2:49pm Shear 74880 2650 016857-B 6.00 12.00 28.27 11-1-02 2 26 11-27-02 12:30pm Shear 115450 4080 016857-C 6.00 12.00 28.27 11-1-02 2 26 11-27-02 12:35pm Shear 118660 4200 016857-0 11-1-02 2 Hold REMARKS: The 28-day compression test results meet the specified st eng h REVIEWED BY:~~' Steven Gebauer Engineering Technician G:\2002CME\032377\016857 set 10,DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document mav be punished as a felony under Federai Statutes including Federai Law TiUe 18, Chapter 47 STCJ R l..t:i@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA December 4,2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: REMARKS: REVIEWED BY: 11A 11B 11C 11-1-02 11-1-02 11-1-02 7 28 28 2% 2% 2% 1.6 1.6 1.6 Column Pads Along North Interior 3000 303N1 Aggregate Industries D. VanAvery 110 11-1-02 Hold 2% 1.6 ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders o 16886-A 6.00 12.00 28.27 11-5-02 4 3 11-8-02 8:43am Shear 96970 3430 ylan ':JanAvery Engineering Technician G:\2002CME\032377\016886 set 11.DOC 016886-B 6.00 12.00 28.27 11-5-02 4 24 11-29-02 11 :23am Shear 155550 5500 016886-C 6.00 12.00 28.27 11-5-02 4 24 11-29-02 2:35pm Shear 154070 5450 016886-0 11-5-02 4 Hold Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this iaboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STCJ R I~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: December 9,2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: 1~ 1~ 1~ 1W 11-7-02 11-7-02 11-7-02 11-7-02 7 28 28 Hold 1% 1% 1% 1% 2.3 2.3 2.3 2.3 Strip Footing Including Column Pads, Elevator Pads 3000 303N 1 Aggregate Industries D, VanAvery TEST METHODS: ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 016949-A 6.00 12.00 28.27 11-8-02 1 6 11-14-02 9:40am Shear 106010 3750 o 16949-B 6.00 12.00 28.27 11-8-02 1 27 12-5-02 9:30am Shear 136590 4830 016949-C 6.00 12.00 28.27 11-8-02 1 27 12-5-02 10:00am Shear 141820 5020 016949-D 11-8-02 1 Hold REMARKS: The 28-day compression test results meet the specified strength Information and statements in this report are derived from materiai, information andlor specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a feiony under Federal Statutes including Federal Law Title 18, Chapter 47 STO RI~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA December 11, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 14B 11-13-02 28 3 2,1 14A 11-13-02 7 3 2.1 Strip Footing 3000 303N1 Aggregate Industries D. VanAvery 14C 11-13-02 28 3 2.1 140 11-13-02 Hold 3 2.1 ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016966-A 6.00 12,00 28.27 11-14-02 1 6 11-20-02 8:25am Shear 106910 3780 o 16966-B 6.03 12.00 28.56 11-14-02 1 27 12-11-02 9:05am Shear 166070 5810 o 16966-C 6.03 12.00 28.56 11-14-02 1 27 12-11-02 9: 1 Oam Shear 161620 5660 o 16966-D 11-14-02 1 Hold REMARKS: The 28-day compression test results meet the specified strength. V~, Dyla VanAverY Engineering Technicl G:\2002CME\032377\016966 set 14.DOC i REVIEWED BY:' : Information and statements in this report are derived from material, information andlor specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full. without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document mav be punished as a felonv under Federai Statutes includin!! Federal Law Title 18, Chapter 47 STORI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 5, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq, in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 15A 158 15C 150 11-19-02 11-19-02 11-19-02 11-19-02 7 28 28 Hold 4 4 4 4 3.0 3,0 3.0 3.0 Strip Footing Including Column Pads and Deck Footings, North End of Structure 3000 303N 1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 017011-A 6.00 12.00 28.27 11-20-02 1 6 11-26-02 8:33am Shear 90070 3190 017011-B 017011-C 017011-0 11-20-02 1 27 12-17-02 To Be Tested 11-20-02 1 27 12-17-02 To Be Tested 11-20-02 1 Hold REMARKS: Test results will be reported as they become available. REVIEWED BY:' 1117 Dyla VanAvery Engi eering Technician G:\2002CME\032377\017011 set 15,DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STO R I..,@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: PROJECT NO: COpy TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 November 15, 2002 032377 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard Test Number: DENSITY TESTS OF COMPACTED FILL 49 50 Date Taken: 11-8-02 11-8-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Sandy silt with clay, fine grained, tan to black (ML}-5 Sandy silt with clay, fine grained, tan to black (ML}-5 Location: Exterior backfill along east wall, 20'N of SW corner Exterior backfill along east wall, 100'N of SW corner Depth Below Sub Grade: Depth Below Existing Grade: 6' 5' At grade At grade 51 11-8-02 Sandy silt with clay, fine grained, tan to black (ML}-5 Exterior backfill along east wall, 80'S of NW corner 4' At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) DryDensity,pcf: 109 110.5 114 Moisture Content. %: 20.9 16.0 16,2 Plus #4 Material, %: 6 6 6 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test):ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 115,5 115.5 115.5 Optimum Moisture Content, %: 13,6 13,6 13.6 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 94.5 92 Pass 95.5 92 Pass 98.5 92 Pass Density tests are valid at the locations and elevations of the tests only, No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The com cti n \es esults.meet the project specifications in the areas tested. / REMARKS: TESTED BY' \ Dylan anAvery Engineering Technician F:\BMC\2002CME\032377\D49-51.doc Informalion and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. STOR~@ Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax (651) 659-7348 TO: Ms. Kelly Murray DATE: November 15, 2002 Wensmann Homes RHS Building PROJECT NO.: 032377 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT TEST METHODS: ASTM:698-00, Standard Test Methods for Compaction Characteristics of Soil Using Standard Effort; ASTM:D2487-98, Standard Practice for Classification of Soils for Engineering Purposes; ASTM:D2488- 00, Standard Practice for Description and Identification of Soils Laboratory Number: Sample Number: Compaction Procedure: Unified Soil Classification: S0573 Maximum Dry Density, pcf: 115.5 5 Optimum Moisture Content, %: 13.6 A Date Sampled: November 7,2002 Sandy silt with clay, fine grained, tan to black (ML) 113 1 . 1 12 13 14 1 ~ 16 D\4 \fli u"I \In '" A.J,p '^ ~ Moisture Content, % ~N ~ \ ~~ REVIEWED BY: 6J, G Dylan VanAvery , Ma St~alght;-RG 118 117 't 116 a. Z. 'in c: Q.) 0 ~ 115 0 114 TESTED BY Engineering Technician ~ Project Manager Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47, STORI~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, M N 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO.: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COPY TO: December 3,2002 032377 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard TESTS OF DRILLED CONCRETE CORES GENERAL INFORMATION: Sample Number: Date Placed: Date Cored: Cored By: Original Length, in,: Capped Length, in.: Diameter, in.: Nominal Agg. Size, in.: Moisture Condition: 1 2 3 4 11-19-02 11-19-02 11-19-02 11-19-02 11-21-02 11-21-02 11-21-02 11-21-02 Twin City Twin City Twin City Twin City Testing Testing Testing Testing 4.40 5.40 5.50 5.45 4.65 5.70 5.75 5.75 2.72 2,72 2.72 2.73 % % % % As Received 24 Hour Lab 8 Day Lab 8 Day Lab Cure Cure Cure 11-21-02 11-22-02 11-29-02 11-29-02 2 3 10 10 Date Tested: Age At Test, days: TEST METHOD: ASTM:C42-99, Obtaining and Testing Drilled Cores and Sawed Beams of Concrete COMPRESSIVE STRENGTH: Laboratory Number: Load at Failure, Ibs,: Area Tested, sq. in.: Gross Unit Stress, psi: LID Ratio: Correction Factor: Corr. Unit Stress, psi: 17012 17012 17012 17012 9600 14350 25200 25900 5,81 5.81 5.81 5.85 1650 2470 4340 4430 1.71 2.10 2.11 2.11 0.98 1.0 1,0 1.0 1620 2470 4340 4430 REMARKS: The compressive strength was corrected for comparison with a standard concrete cylinder having a LID ratio of 2. The load was applied perpendicular with respect to the horizontal plane of the concrete as placed. TESTED BY:~~ ~ Don Leisz Staff Engineer \ REVIEWED BY: ' "" Mark tr IghtR~ Staff Engineer / BMC\2002CME\032377\CONCRETE CORES 11-19-02.doc Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential properly of our client and may not be used for advertising purposes. This report shali not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Titie 18, Chapter 47 Twin City Testing Corporation _"lloology 662 Cromwell Avenue. St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: November 20,2002 PROJECT NO.: 032377 COPIES TO: 1-Pioneer Engineering, Nick polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard CONCRETE BLOCK PRISM TEST INTRODUCTION: This report presents the resuits of laboratory testing work perfonned by our finn on one set of concrete block prisms. The scope of our work was limited to documenting the compressive strength of the block prisms. SAMPLE DESCRIPTION: Three block prisms were retrieved from the job site by Stork Twin City Testing Corporation personnel and delivered to our laboratory for testing. The size of the prisms submitted were 16 inches in height, i.e. one joint. The individual concrete masonry units measured 8 inch by 12 inch by 16 inch (nominaliy) and were of two-celi regular weight concrete. Each prism consisted of the two block units stackbonded. The prism joints were fuliy bedded and the celis of the block were lell hoilow. The morlar joints measured approximately 3/8" in width. The prisms were fabricated in the field by the masonry contractor using materials stockpiled at the job site. TEST PROCEDURES: The block prisms were transporied from the job site to the laboratory by Stork Twin City Testing personnel. The prisms were tested at 7 and 28 days for compressive strength in accordance with ASTM:C1314 as requested. The compressive strength was calculated using the net area (1997 U8C Standard 21-17). The test results were corrected in comparison with a standard prism having an hIt ratio of 2.0. TEST RESULTS: Sample Number 1A 16 1C Size of Sample 12" Regular 12" Regular 12" Regular Date Cast 10/25/02 10/25/02 10/25/02 Date Tested 11/1/02 11/22/02 11/22/02 Approx. Location n/a Age at Test, Days 7 28 28 Load at Failure, Ib 134100 189500 166540 Height, in. 15.7 15.8 15.8 Length, in 15.55 15.50 15,60 Width, in 7.69 7.69 7.69 ,_ "'" __ '" ,", _ ~ ..,"" <rom ="'., ""~."'" .... _"'"~ ....""".. ..m "'" -... --. ...... - '". the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. '"' "''"''~ ..... ....,"'" """. .0, ..~,._ ...... .,." ,,"'".., Th. _","'" ",",00'. _,~, -,",. 00,,"' '""" _m'. may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STORI.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 November 11, 2002 PROJECT NO,: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in,: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq, in: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: REMARKS: 1A 1B 10-14-02 10-14-02 7 28 3Y2" x 3Y2" Nominal grout prism 8 12" Block wall, SW Perimeter, Elevation 949' to 954' 4000 Spec Mix #6004 Spec Mix D. VanAvery 1C 10-14-02 Hold ASTM:C1019-00, Standard Test Method for Sampling and Testing Grout; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 016710-A 10-18-02 4 3 10-21-02 10:15am 13.0 Shear 51680 3930 016710-B 10-18-02 4 24 11-11-02 1 :05pm 12.60 Shear 57790 4590 016710-C 10-18-02 4 Hold The 28-day compression test results meet the specified streng h. G:\2002CME\032377\016710 set 1 grout.DOC 1. REVIEWED BY: " M k S raight, P.E. Project Manager Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shail not be reproduced except in fuil, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 1 B, Chapter 47 5TOA'~@ Materials Technology Twin City Testing Corporation 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 TO: Ms. Kelly Murray DATE: Wensmann Homes RHS Building PROJECT NO,: 1895 Plaza Drive, Suite 200 Eagan, MN 55122 COpy TO: PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA November 16, 2002 032377 1-Pioneer Engineering, Nick polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested. days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength. psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192..Q0): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 2B 10-16-02 28 2A 10-16-02 7 Not available Not available West Deck Footings 3000 403A2 Aggregate Industries D, VanAvery 2C 10-16-02 Hold ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 016679-A 6,00 12.00 28.27 10-17-02 1 6 10-23-02 9:03am Shear 125010 4420 o 16679-B 6.00 12.00 28.27 10-17-02 1 27 11-13-02 10:09am Shear 161080 5700 016679-C 10-17-02 1 Hold The 28-day compression test results meet the specified strengt REMARKS: REVIEWED By:\N t. Mark t ligli~-P~. Project Manager REVIEWED BY: \ Dylan anAvery Engine ring Technician G:\2002CME\032377\016679 set 2 weird grout.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law nle 18, Chapter 47 STO A I.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LA~E, MINNESOTA DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 November 23, 2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in.: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 3C 10-23-02 56 3A 3B 10-23-02 10-23-02 7 28 3%" x 3%" Nominal grout prism 8% Bond Beam, SW Corner of Structure, Elevation 957'8" 4000 403A2 Aggregate Industries, Truck #708 D. VanAvery ASTM:C1019-00, Standard Test Method for Sampling and Testing Grout; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 016814-A 10-25-02 2 5 10-30-02 8:17am 11.88 Shear 47050 3960 016814-B 10-25-02 2 26 11-20-02 9:45am 11.3 Shear 49790 4410 016814-C 10-25-02 2 26 Hold The 28-day compression test results meet the specified tlen '\ ') \ ,V\ REVIEWED BY: UlJ {U- "" REVIEWED By:J \ Dyla' VanAvery Mark Straight, P. Engineering Technician Project Manager REMARKS: G:\2002CME\032377\016814 set 3 groutDOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STO A ,.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, S1. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 5, 2002 PROJECT NO,: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in,: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: 4B 10-25-02 4C 10-25-02 56 TEST METHODS: ASTM:C1019- ,Standard Test Method for Sampling and Testing Grout; ASTM:C6 7-98, Standard Practice for Capping Cylindrical Concrete Specim s 016943-C 11-8-02 14 42 12-20-02 To Be Tested TEST RESULTS: Laboratory Number: 016943-A 01 943-8 Date Received: 11-8-02 11- -02 Days on Job & Enroute: 14 14 Days Lab Cured (ASTM:C192-0Q): 0 14 Date of Test: 11-8-02 11- 2-02 Time of Test: 1 :10pm 11: 6am Area,sq.in: 12.60 11.5 Type of Fracture: Shear Sh ar Load at Failure, Ibs.: 19700 40 Compressive Strength, psi: 1560 ~20\ REMARKS: Due to the 28-day compressive strengthfan1ng to meet specified requirements, the corresponding hold cylinder will be tested at 56 days. REVIEWED BY: G:\2002CME\032377\016943 set 4 grout.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approvai of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Titie 18, Chapter 47 STO A ,.,@ Materials Technology Twin City Testing Corporation TO: Ms, Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, 51. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 9, 2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in.: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: 5C 11-7-02 Hold 5A 5B 11-7-02 11-7-02 7 28 3%" x 3%" Nominal grout prism 8 12" Block wall core fill, East Perimeter, Elevation 956' 4000 403A2 Aggregate Industries D, VanAvery TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq, in: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: ASTM:C1019-00, Standard Test Method for Sampling and Testing Grout; ASTM:C617 -98, Standard Practice for Capping Cylindrical Concrete Specimens 016933-A 11-8-02 1 6 11-14-02 2:50pm 12.57 Shear 42180 3360 016933-B 11-8-02 1 27 12-5-02 10:30am 10.97 Shear 59880 5460 016933-C 11-8-02 1 Hold REMARKS: The 28-day compression test results meet the specified strength. REVIEWED BYU l/ I) tV Dyla VanAvery ( Engineering Technician G:\2002CME\032377\016933 set 5 grout.DOC REVIEWED BY: Mark Straight, P. Project Manager Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federai Law Title 18, Chapter 47 STOAI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 5, 2002 PROJECT NO,: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in.: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: TEST METHODS: TeST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 6C 11-12-02 Hold 6A 6B 11-12-02 11-12-02 7 28 3%" x 3%" Nominal grout prism 8% 12" Block wall core fill, Near Elevator Pads, Elevation 952'4" 4000 403A2 Aggregate Industries D, VanAvery ASTM:C1019-00, Standard Test Method for Sampling and Testing Grout; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens o 16965-A 11-14-02 2 5 11-19-02 1 :44pm 10.08 Shear 28840 2860 016965-B 11-14-02 2 26 12-10-02 11 :30am 11.22 Shear 45300 4040 016965-C 11-14-02 2 Hold REMARKS: The 28-day compression test results meet the specified strength G:\2002CME\032377\016965 set 6 grout.DOC Information and statements In this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shail not be reproduced except in fuil, without written approval of this iaboratory. The recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Titie 18, Chapter 47 STOAI.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 November 11, 2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Load at Failure, Ibs.: Compressive Strength, psi: 1C 10-14-02 28 10 10-14-02 Hold 1A 1B 10-14-02 10-14-02 7 28 2" x 4" mortar cylinder 12" Block wall, SW Perimeter, Elevation 949' to 954' 2500 Type M Spec Mix #1456 D. VanAvery ASTM:C780-00, Standard Test Method for Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 016711-A 10-18-02 4 3 10-21-02 3:25pm 3.14 3500 1110 016711-B 10-18-02 4 24 11-11-02 12:40pm 3.14 8450 2690 016711-C 10-18-02 4 24 11-11-02 12:45pm 3.14 8290 2640 016711-0 10-18-02 4 Hold REMARKS: The 28-day compression test results meet the specified tren REVIEWED BY:. \i. Dylan VanAvery Engin ering Technicia G:\2002CME\032377\016711 set 1 mortar.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Hie 18, Chapter 47 STO A ,.,@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, 81. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 5, 2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Load at Failure, Ibs.: Compressive Strength, psi: 2A 2B 11-1-02 11-1-02 7 28 3" x 6" mortar cylinder 12" Block wall. North Perimeter 2500 Type M Spec Mix #1456 S. Gebauer 2C 11-1-02 Hold ASTM:C780-00, Standard Test Method for Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 016872-A 11-3-02 2 5 11-8-02 2:00pm 7.07 10560 1490 016872-B 11-3-02 2 26 11-29-02 2:40pm 7.07 18600 2630 016872-C 11-3-02 2 Hold The 28-day compression test results meet the specified strength. . REVIEWED BY: j~~J ~ Mark Straight, P.E.- Project Manager REMARKS: REVIEWED By:~IQ.j.---.GQ,k-,LtliY W Steven Gebauer Engineering Technician G:\2002CME\032377\016872 set 2 mortar,DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory, The recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STO R ;..,@ Materials Technology Twin City Testing Corporation DATE: TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 12, 2002 PROJECT NO.: 032377 COPY TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq, in: Load at Failure, Ibs.: Compressive Strength, psi: 3C 11-4-02 28 3D 11-4-02 38 3A 3B 11-4-02 11-4-02 7 28 2" x 4" mortar cylinder 12" Block wall, 60'N & 11'W of SE Corner, Elevation 953' 2500 Type M Spec Mix #1456 D. VanAvery ASTM:C780-00, Standard Test Method for Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 016898-A 11-5-02 1 6 11-11-02 12:S5pm 3.14 3970 1260 016898-B 11-5-02 1 27 12-2-02 8:30am 3.14 7710 2460 016898-C 11-S-02 1 27 12-2-02 8:35am 3.14 7620 2430 016898-0 11-5-02 1 37 12-12-02 11 :30am 3.14 8920 2840 The compression test results meet the specified strength. , REVIEWED BYV~ J q:-- Mark Straight, P .E.-- Project Manager REMARKS: G:\2002CME\032377\016898 set 3 mortar. DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential properly of our client and may not be used for advertising purposes. This report shail not be reproduced except in fuil, without written approval of this iaboratory, The recording of false, fictilious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes inciuding Federal Law Title 18, Chapter 47 STO AI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 5, 2002 PROJECT NO,: 032377 PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COpy TO: 1-Pioneer Engineering, Nick Potta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-D0): Date of Test: Time of Test: Area, sq. in: Load at Failure, tbs.: Compressive Strength, psi: REMARKS: 4A 4B 11-21-02 11-21-02 7 28 2" x 4" mortar cylinder 8" Block wall, 60'W & 65'S of NE corner, Elevation 951'4" 2500 Type M Spec Mix D. VanAvery 4C 11-21-02 28 40 11-21-02 Hold 017025-B 11-22-02 1 27 12-19-02 To Be Tested ASTM:C780-00, Standard Test Method for Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 017025-A 11-22-02 1 6 11-28-02 8:25am 3.14 6250 1990 017025-C 11-22-02 1 27 12-19-02 To Be Tested 017025-0 11-22-02 1 Hold Test results will be reported as they become available. REVIEWED BY: \\ G:\2002CME\032377\017025 set 4 mortar.DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the mness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes, This report shall not be reproduced except In full, without written approval of this laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Trtle 18, Chapter 47 DE~-13-2002 14:41 ST~" 5TCJR~e" Materials Technology Twin City Testing Corporation 862 Cromwell Avenue, St. Paul, MN 55114-1778 (651) 545--3601. Fax: (651) 659~7348 TO: Wensmann Homes Attn: Kelly Murray 1895 Plaza Drive, Suite 200 Eagan, MN 55122 LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE. MINNESOTA PROJECF: DATE: December 12, 2002 PROJECT NO: 032377 COpy TO: I-PioneerEng I-City of Prior Lake I-Ryan Contracting INSPECTION OF mGH TENSn..E BOLTED CONNECTIONS AND STRUCTURAL WELDS GENERAL INF'ORMA1JON: Date of Inspection - Scope of Inspection - Equipment Used - Inspection Personnel - Location of Inspection - December 11, 2002 Inspection of high tenSile bolted connections according to the procedures in .. Specification for Structural Joints Using ASTM: A325 or A490 Bolts" approved by the Research Council on Riveted. and Bolted Structural Joints of the Engineering Foundation dated November 13, 1985. This inspection was made to determine if the connections were adequately tightened. Visual observation of structural welds to determine if they meet the quality and wor)qp~n~bip requirements of Table 6.1 of Section D 1.1-00 of the AWS Structural Welding Code. 0-1000 ft-lb CDI Torque Wrench Model lOOOSLDFE Dave DeMenge, SNT-TC-1A, Level IT Technician Project Site 1...._.1- ..... __.. '" ...". _.. __ .......-' 1_- _.....~. 0..0..-....... _..... _~_.....-..- ._'.......~...- -"__, --.I --,-.J_ --. --" -. :_0..1 ,---"- - - DEC-13-2002 14:42 STORK TCT ST PAUL bSl bS'::! '(~t:l( r.~,,::/10"- PROJECT NO: 032377 DATE: PAGE: December 12, 2002 Two INSPECI'lON OF HIGH TENSILE BOLTED CONNECTIONS AND STRUCTURAL WELDS rEST 'RPAcmLTS: Bolts ~ection - AIr;a Tn.~ected Northeast Retail Wall ----- Floor Level Size/Type of Bolt lnsnection Results First ~.. A325 TC Beam to column - Satisfactory W r:ld Observation - Area Observed Floor Level QQservation Results Northeast Retail waU First Visual observation of the fillet welds joining the beam to coluo:m, beam to embedded. steel Satisfactory - No apparent weld defects ~1f.MARKS~ The visual observation of the structural welds reported above shows that the welds meet the requirements of the A WS Structural Welding Code. The inspection of the high tensile bolted connections reported above shows that the. connections have been adequately tightened and meet the requirements of the project specifications. CITY TESTING GS/jkml032377a TOTAL P.02 STORI~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 23,2002 PROJECT NO.: 032377 COpy TO: COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in.: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Type of Fracture: Load at Failure, lbs.: Compressive Strength, psi: 4C 10-25-02 56 4A 4B 10-25-02 10-25-02 7 28 3W' x 3%" Nominal grout prism 7% Bond Beam, NW Corner, Elevation 956'4" 4000 403A2 Aggregate Industries D. VanAvery ASTM:C1019-00, Standard Test Method for Sampling and Testing Grout; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 016943-A 11-8-02 14 o 11-8-02 1 :10pm 12.60 Shear 19700 1560 016943-B 11-8-02 14 14 11-22-02 11 :26am 11.55 Shear 42940 3720 016943-C 11-8-02 14 42 12-20-02 12:20pm 12.95 Shear 51890 4010 REMARKS: The 56-day compression test results meet the specified strength. ~' ; REVIEWED BY: l/v fa" /1 Dyla anAvery Engineering Technician G:\2002CME\032377\016943 set 4 grout.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felOny under Federal Statutes including Federal Law Title' 8, Chapter 47 STO R I..,@ Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651)645-3601, Fax(651)65~7348 December 20, 2002 PROJECT NO: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Sue McDermott 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA Test Number: DENSITY TESTS OF COMPACTED FILL 52 53 Date Taken: 12-16-02 12-16-02 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Lean clay, brown (CL)-2 Lean clay, brown (CL)-2 Location: Exterior Wall, Service Trench Exterior Wall, Service Trench Depth Below Sub Grade: Depth Below Existing Grade: 4' 2' At grade At grade FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pet: 107 108.5 Moisture Content, %: 16.0 14.0 Plus #4 Material, %: 5 5 LABORATORY COMPACTION CHARACTERISTICS OF SOIL {Proctor Testl:ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 111.1 111.1 Optimum Moisture Content, %: 16.3 16.3 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 96.5 95 Pass 97.5 95 Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The com pactio t t results meet the project specifications in the areas tested. TESTED BY: bl~ I {i/vV tUi,!tM/l~ Dylan V nAvery Engineering Technician REVIEWED BY: G:\2002CME\032377\D52-53.doc Information and statements in this report are derived from material, information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full. without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47. ii'"--T.. CF""'i R.. '. AL@ ~ (b"J ~, Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 18, 2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: 15A 15B 15C 15D 11-19-02 11-19-02 11-19-02 11-19-02 7 28 28 Hold 4 4 4 4 3.0 3.0 3.0 3.0 Strip Footing Including Column Pads and Deck Footings, North End of Structure 3000 303N1 Aggregate Industries D. VanAvery ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 017011-A 6.00 12.00 28.27 11-20-02 1 6 11-26-02 8:33am Shear 90070 3190 017011-B 5.99 12.00 28.18 11-20-02 1 27 12-17-02 9:25am Columnar 129970 4610 017011-C 5.99 12.00 28.18 11-20-02 1 27 12-17-02 9:38am Shear 130010 4610 017011-D 11-20-02 1 Hold REMARKS: The 28-day compression test results meet the specified strength ~ I REVIEWED BY: bL' .I (L10 14c'1l..-- ,!~ Dyla: VanAvery Engineering Technician G:\2002CME\032377\017011 set 15.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exciude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 STOA;~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 December 20,2002 PROJECT NO.: 032377 COpy TO: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Load at Failure, Ibs.: Compressive Strength, psi: 4C 11-21-02 28 4D 11-21-02 Hold 4A 4B 11-21-02 11-21-02 7 28 2" x 4" mortar cylinder 8" Block wall, 60'W & 65'S of NE corner, Elevation 951'4" 2500 Type M Spec Mix D. VanAvery ASTM:C780-00, Standard Test Method for Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 017025-A 11-22-02 1 6 11-28-02 8:25am 3.14 6250 1990 017025-B 11-22-02 1 27 12-19-02 11 :22am 3.14 9000 2860 017025-C 11-22-02 1 27 12-19-02 11 :30am 3.14 9350 2970 REMARKS: The 28-day compression test results meet the specified strength. 017025-D 11-22-02 1 Hold REVIEWED BY: Dt ivtJl.lfl '/ Dylan VanAvery Engineering Technician G:\2002CME\032377\017025 set 4 mortar.DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes Including Federal Law Title 18, Chapter 47 STOA~~@ Materials Technology Twin City Testing Corporation TO: Wensmann Homes Attn: Kelly Murray 1895 Plaza Drive, Suite 200 Eagan, MN 55122 PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 DATE: December 12, 2002 PROJECT NO: 032377 COPY TO: INSPECTION OF IllGH TENSILE BOLTED CONNECTIONS AND STRUCTURAL WELDS GENERAL INFORMATION: Date of Inspection - Scope of Inspection - Equipment Used - Inspection Personnel - Location of Inspection - December 11, 2002 Inspection of high tensile bolted connections according to the procedures in "Specification for Structural Joints Using ASTM: A325 or A490 Bolts" approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation dated November 13, 1985. This inspection was made to determine if the connections were adequately tightened. Visual observation of structural welds to determine if they meet the quality and workmanship requirements of Table 6.1 of Section D 1.1-00 of the AWS Structural Welding Code. 0-1000 ft-Ib CDI Torque Wrench Model 1000SLDFE Dave DeMenge, SNT - TC-IA, Level n Technician Project Site Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 1 a, Chapter 47 PROJECT NO: 032377 DATE: PAGE: December 12, 2002 Two INSPECTION OF mGH TENSILE BOLTED CONNECTIONS AND STRUCTURAL WELDS TEST RESULTS: Bolts Inspection - Area Inspected Floor Level Size/Type of Bolt Inspection Results Northeast Retail Wall First *" A325 TC Beam to column - Satisfactory Weld Observation - Area Observed Floor Level Observation Results Northeast Retail Wall First Visual observation of the fIllet welds joining the beam to column, beam to embedded steel Satisfactory - No apparent weld defects REMARKS: The visual observation of the structural welds reported above shows that the welds meet the requirements of the AWS Structural Welding Code. The inspection of the high tensile bolted connections reported above shows that the connections have been adequately tightened and meet the requirements of the project specifications. CITY TESTING GS/jkmJ032377a Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential properly of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a feiony under Federal Statutes including Federal Law Title 18, Chapter 47 From Administrator 651-905-1533 To: Robert Hutchins Date: 1/23/2003 Time: 3:54:24 PM Page 1 of 3 Wensmann Homes RES Building/1895 Plaza Drive/Suite 200 Eagan,1vIN 55122 Phone (651) 406-4400 Fax: (651) 905-3678 For Your Information To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 1i23/03 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 3 I Subject: Comments: WinFax PRO Cover Page From: Administrator 651-905-1533 To Robert Hutchins Date: 1/23/2003 Time: 354:24 PM Page 2 of 3 January 23, 2003 Memo To: Roger JolUlson, JSSH Re: Lakefront Plaza - Stud ProtectionlHV AC Dear Roger: Thank you for preparing the ASI for the protection of wood studs in the retul11 air path. Bob Hutchins was also looking for an ASI to show what we are going to do at the bath/dryer vent penetrations as discussed at the Tuesday meeting. . . . . . If you could issue an ASI for this I would appreciate it. Thanks! Mike Vallez cc: Mark Brengmaml, Steen Mike Rentz, Wensmann Homes Scott Mcleod, Sedgwick RHS Building 1895 Plaza Drive Suite 200 Eagan,:MN 55122 651/406-4400 Fax 651-905-3678 From Administrator 651-905-1533 To: Robert Hutchins Date: 1/2312003 Time: 3:49:18 PM Page 1 of 2 Wensmann Homes RHS Building!l895 Plaza Drive/Suite 200 Eagan, MN 55122 Phone (651) 406-4400 Fax: (651) 905-3678 F or Your Information To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 1/23103 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmam1 Homes Pages including cover page: 2 I Subject: Comments: Win Fax PRO Cover Page From: Administrator 651-905-1533 To: Robert Hutchins Date 1/23/2003 Time: 3:49: 18 PM Page 2 of 2 January 23, 2003 Memo To: Scott McLeod/ Sedgwick Heating Re: Lakefront Plaza Dear Scott: Remind me to talk with you about the proposed location of the retail space condenser units in the garage level. The City is concemed that we are blocking the egress from the storage areas with the location of these units, Thanks! Mike Vallez cc: Roger Johnson, JSSH Mark Brangmann, Steen Mike Rentz, WenSmaIU1 Homes RHS Buildmg 1895 Plaza Drive Suite 200 Eagan, tvIN 55122 651/406-4400 Fax 651-905-3678 From Administrator 651-905-1533 To: Robert Hutchins Date: 1/2312003 Time: 3:46:22 PM Page 1 of 2 Wensmaml Homes F or Your Information RHS Buildingf1895 Plaza Drive/Suite 200 Eagan,1vIN 55122 Phone: (651) 406-4400 Fax (651) 905-3678 To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 1/23103 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmaml Homes Pages including cover page: 2 I Subject: Comments: WinFax PRO Cover Page From: Administrator 651-905-1533 To Robert Hutchins Date: 1/23/2003 Time: 346:22 PM Page 2 of 2 January 23, 2003 Memo To: Bill Borrell/Wensel Plumbing Re: Lakefront Plaza Permit Dear Bill: I wonder if you could Ie me know the status of your building pennit at Lakefront Plaza so I can check it off of my project start-up check list Thanks! Mike Vallez cc: Mark Brengmann, Steen Mike Rentz, Wensmalill Homes RHS Buildmg 1895 Plaza Drive Suite 200 Eagan, :MN 55122 651/406-4400 Fax 651-905-3678 STD R I~@ Materials Technology Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 DATE: 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 January 15, 2003 PROJECT NO.: 032377 PROJECT: LAKEFRONTPLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA COpy TO: i-Pioneer Engineering, Nick Polta 1-City of Prior Lake, Paul Baumgartner 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard COMPRESSION TESTS OF GROUT PRISMS FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Type of Sample: Slump, in.: Location of Placement: Specified Strength, psi: Mix Designation: Mix Furnished By: Prisms Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Area, sq. in: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: REMARKS: 7A 78 12-16-02 12-16-02 7 28 3%" x 3Yz" Nominal grout prism 8 8" Block wall core fill, 1 st Floor, Interior wall, NE corner, elevation precast slab to 6 courses high 4000 Spec Mix Spec Mix D. VanAvery 7C 12-16-02 Hold ASTM:C1 019-00, Standard Test Method for Sampling and Testing Grout; ASTM:C617-98, Standard Practice for Capping Cylindrical Concrete Specimens 017124-A 12-18-02 2 5 12-23-02 10:35am 12.60 Shear 46650 3700 017124-B 12-18-02 2 26 1-13-02 12:40pm 12.59 Columnar 66590 5290 017124-C 12-18-02 2 Hold The 28-day compression test results meet the specified s rength. REVIEWED BY: Dylan Engine G:\2002CME\032377\017124 set 7 graut.DOC ~~ REVIEWED BY: Ma k Sf afg-Rt,..R Project Manager Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any partiCUlar purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felonv under Federal Statutes includinQ Federal LawTiUe 18, Chapter 47 JAN-06-2003 03:49PM FROM-WENSMANN HOMES T-077 P 001/003 F-208 /-G>-c.3 .. -.-------..--. .-.-.'.. ..-_.__.~_._....-..... ..... ,~rrr: PA'-"-t- 811"'\ IV\ 6-J'tR.7Nl;~ ".....,. .. ..' _--0 .__ _..... ___. - -.-.. -_. - -." .......----,.----..--..- .. --. -.---.--"'------.-.-.-.- .---..... _.- _..--- ----.-----.--- ..: .\-:\~~.~..___.._~ ~ ._. ~r1_Q.E___.~f!l!+r jij:;~,?:: _____._____~ff~l\ o"E..._ ~_$S.:!t__._lH2.cH. 1-/1!!~__._f7!1xCQ _' LO._ MG' ... ._..__.._ ..__,:~-...~-.-_/~~~-....--67~6.~~ ___ ~~~\S . .I;'~'-"-~~f~'~~-'" , F'fC.c, 1\' _._... ___. ____. t. . . _ . .. . -'~e;____~;~~=_L_~~;~;~lJ . '~M~es)__.._~~~~~-~ .- -------.-----..------- ,.-.- - --------~-_.__. ,..-- --.-_. --...-.-.-.-'-- ........ '.-' _.' ____._.____..__.__.__. __._.. e.. .. . .....__. .....r ....-..-r-. ..........-.-- ~_ 4::_217 6rf.-~ -._____0__-. ._.___....._.__...... -- _a. . . I /_ eovoQ. -_ ..l--- .------ .-.--..----.-----. ----'. - - .-- . -. - .- -. - _. - .....--"--- --...-- ,.-.---- --- - ----... --------.-----..-.- -.-.--.-. .-. .. . ..._ 1- 'h -.---.- ,~",". ... .-.....----- --...---..-.-...--.----...---. .-..-.....--.--.---..-----. --.-...-. -. .-.- -----.....-..-.-.- _.-_.. _.---" ._.. ----- ..-..--'-."-. , , ,_.______. ._.. __0 . '" -.-.-.-' - ..-----. -----.--. -._--- '-'. -..... . .__._- ....---.-. ..- -... ...... ..... ---...-. .. - .....-- - - --..---. -....-.--. _.- .......-.... ...-.. - - -.-..--.------.--.. -... ... - ---. ..". --- -.- -...-----. - .-- ------... -.......-. _...-.. -. _.... .-.... ..._' .__ _. _..._____.... ._._..... _._____ __...._.__ _. .__ .... u ..... - ....- -..,-... -- _.- ............-.-...-- ..... ...----.--....--...-... - -."-" ..__ ___ ____ ._. ._.1. ._.. ..... JAN-06-2003 03:50PM FROM-WENSMANN HOMES ",.\, ~ " ".: ]~RI9R ~ARml{)N:5iWOOQ. FftAMEO '_l~.~~!l' ::~. >59b)~srC '.' I.: . .FI8..E~.', . ~,.{ "",:" :SOUJlIP , . ~'~ GA,. flr..~ ~~~' WP 3Q1~ ,.:' :' \. GVPSUM WALLBOARD, TWO WALL. ASSEMBlY, WOOD SltlDS Sase layer '1:." type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x4wood GUlch> 24" o.c.. with Gd canted nails, 17/0" long, 0.0915" shank, 1/4" heads. 16" o.c. Face layar W' type X gypsum wallb031'd or gypsum veneer basa applied at right angles with ad ~ nails. Zl/s" long, 0.099" shan\!:. 9/32' heads., 8" o.r;. JointS affset ~4. from base IByer jointS. ITlner I~r 'I:;!." 'tYpe X gypSlJlT1 wallboard or gyp3um veneer base applied p2r.3lle1 to sitJds witl1 6d costed nalls, 1'/0" long, 0.0915" shan~, 1/11." heads, 8" C.c. SeC(lnd wall duplicate of 'first wan and sep:lt.a.md by 1" space. Walls independently loaded. SiC 59 with 31/2.' glass: iiber insulalion friCllon 1ft In stud spaces both ~ides; STC fil wld10Ut glass iiber insulation. (LO~8EAR1NG) .~ ...... e.,.' ~:,r:NO. "uD~" " Q.~;,>;"'.r-ri""';0I11""\., .' (;....~~~.~.~...."':~.l~.~, ,'f~'~~~~,.~I. ,~t' GYPSUM WALLBOARD, lWO WALL ASSEMBLY, WOOD STlJDS ~6.! l!y~P W ~e X tlYllrJU!\"l WJJlbO:lrd or gypium uaniler bUt? CI('l[lliAf'f f\f ri{Jt1T ;molf'.~ 19 2 ;c. 4 woed studs 24" O.C. with 6d coated nalls, F/tf long, 0.086" shank, '1." heads, 18. O.c. Face layer '/2' type X gypsum wallboard or gyp..."Ul11 veneer base applied a! right angles 10 studs over base layer BJ'1d to top and bot1xlm plates with ad coated nails, 23/8" long, 0.099" shank. ~/=" heads. B'" e.c.. JoirTts offset 24"1rom base layer Joints. Inner layer 5/a" type X gyps1Jm waJlboan:! or gypsum veneer base applied parallel will1 6d r:::oHIEd nailS, P/a"lc"g, 0.0915' shank, 1/4' heads, 6' o.c:. Sr:1.Vl'.:J ...~I dupl;eae 8f4lle'l!wnII OJII" oopon:dod by 1" tp:1aQ. Walll inrlF'f1pnrlpnt11l1Iw1l'!d. Sound tested with '31/:.1 glass fiber insul8lion, 0.75 pd, frIction ~t in StUd spac:es. (LOAD" BEARING) ~ ; .: :~ (3A F~E NO, ,WI' ~82D:'? .' , , .' 1.:r-'t:VERIC" . "'" .'~.,.\.'~'" 0' '-.', ,. .1'.. . .' GYPSUM WIdl-BOARD, WOOD STUDS Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied at ri~ht angles to each side of double row of 2 x 4 wood studs 16" o.co on separate plates '" apan wIt'n Sd coated nalls, 17/s"long, O.OSS" shank, ,/," heads. 24" 0.1:. Face layer SIll" type X gypsum wallboard or gypsum veneer base applied at right angles to llach side with 8d coated nails. 2'/a" lo,.,g, 0.100" shank, '/4. headS, 8" C.Co ' .Ininl'i: ~OF'l"F'(\ 1 R" flliCl'1 layfOr and side. S~lIm~ mtW Wl\h ~l/t glass 'fiber Insulation stapleCl tel studs in stud spaces on one side and with nails for base layer spaced 6" a.c. Horizontal bracil'lSl mqulrCld lJ'[ mid height (LOAD-BEARING) Ga I T-077 P 002/003 F-208 'ThIckness: Apprcx. Weight: Fire TllSt Sound Test: " " 14 pst FM WP 297.1-5--73 RAL. Tt..73-215. 7-'s.-7S; RAL n.7S.2Z4. 7-50-73 :2~O.,.t;!.;"~:'.J': :.<5;5.:tO.~"S:r,~ . .'," ~RE ,,~.,' ',.;" e\O,..ip" " ','. .' .-" 'r,,' . /': J ,;, f ~I v.... ,. I' Thickness: t\pprox. Weight Flta T~t ,"1"" 15 psf See WP S81 0 (FM Wf' 297.1-0-73) Estl~ed Based on WP 3610 (RAL. TL73-215, 7.13-73; RAL TL73-224. NIO-?3) Sound Test: '" ,2 HOUR .~;. :~ , I "'" , . , , . 'FIRE ,,'. I, ( .. ' t' ,- i .'~ . 55.ta'<.59'Sl'C ,.\ ',\:~NltlIl"l..., .;, ,.'r "''''~t.~ ' Thielen e"...s: Appro;c.. Weight: FJreTest 1 CPl." 13 pst SeeWP 4135 (FM WJ:I :ilIiO, g-77"711) NGC 3056. 4-7-70 Sound Test GA-glJQ'~QOO ... Conmct the lI\BM'JbC'l\lNlr 10r more dwtlled informiltlcn on proprietary products'. 61 JAN-06-2003 03:50PM FROM-WENSMANN HOMES T-077 P 003/003 F-20B . r. W~L~~ AND..~~lqfl :p~Rn~~NS~' W9~9::F~~./ :,.....' ',' ' . ,':,: , ..-:. . ':~::.'. ':'<j;,</Y~/;',:,~~' :',.~(\ ,:_ ~.t , : GA:f.'L$.'NP:..:WPS910'7., ." .,<,",::. Gau=wt;t:.,. ,.,": , ," }., " " """ ,'... ,.. .' -,r GYPSUM WALLBOARD. WOOD STUDS BRse layer 5/0. type X gyp.."I.Im wallboard or gypsum veneer base spplled at light angles To each side at 2 x 4 wood studs 16" o.c.. saagered 8" o.c. on 2 x 6 wood plates, with ScI coated nails, 17/A" long. 0.085" shan1<, 1},a heads, 24" D.C. Face layer S/o. type X gypsum wallboard or gypsum veneer base applied at right angles 'lO each side with 8d coated n3il~, 'Zl/a" long, 0.113" shank, v/:12" hellds. B' o.c:. Ver1ic:al joirrlS ~gered 1601 each layer and side. Sound tested with nails for base layer s~ 6" o.c. Horizornal bradng required at mid height. (lDAD-BEARING) ," ':~t9'~Ai .~:~f' , GA fI~ NG,:'wP 4:1~');,' ~ ,"'~~~k'~,"'~~,~~:T~":'( GYPSUM WALLBOARD, WOOD STUDS Balle ll!fer 5/,.8 tyI:le X ~urn WOJlbeatd or gypcum V8n98r baEl:9 appJiQd :It rigttf angles 10 each side of 2 x 4 wood studs 24" O.t:. wiltl Qj coated nails, Pia" long, O.tJ8S" ahsnl<. 1/," heads, 24. a.c. Face layer ~/.' type X gypsum wallboard or gypsum veneer base applied at rlgtrt angles tD eacn side vm, ad ooawd nails, 2318" long, 0.1000 ShanK, '/4" heads, 8" o.c. Joims Gll1Qgered 24" each la)'l;lr iil'ld ",Wt:. Sound tMted with etud~ 1 (;" O.c. IInd wI!" ~QI~ fat bIce layer spaced ft o.c. (LDAO-BEARING) ~ I ~aRI s::....'R WP "'''''''6' , . "'''~~", ~Ti::::DI""'i.r"f.':':' " ....~,: .~'~.;;,~; "' "':110"._ ~~ ' '. ;..(, :""'f."~~~;.,:'1 Y';\"}' GYPSUM WAU..SOARDI WOOD ~DS 1i1lE' liVi'r ~"1vPP 'lC O\IJ1"lllm Willll:u;;,/'d arvanaer ~ aggtied gaf'ljIl~1 gr ~ rjqhl WlRles to eactl sloe CT 2 X4wOOC Slues 10.1 0.1;. wllh j W' 'T'ypt:W uryvmll ~It:w:> 11." u.... ,....~6 layer 5/." type X gyp!1Um wallboard or veneer base applieD parallel or at right angles To each side with 171a" Type W drywall screw.; 12" 0.1;. and atI'"'..et 6" from screws in base layer. Jolms sta.ggered 16" each layer ano side. (l.OAD.B~ING) 1 This Space left Blank 2 HOUR,:. '~:, . ,:::~01Q:S4 sre:. : 0,;:, ;t:roe". .. ";,-... ~"'~ .''SO.. '"""'. ~ :"':: '.I' . 1~'P"" (' I I J I, '.~ ~ ....~~ " . . ," .. .,'. ....., . ., -'~ ."" ,'..__." '.... Jr.,;. i .,~( ....., '..,....t Thiclu1eS!l: Approx. Weigl1t: FIf"e Test Sound Thst .' ....If.. -.J.,.'- """,'.;, l...~', I."" _., ,. .. ~,....,-. -... ... ..--.~~ . ';':;;... , ...~ - -'.. '::....... 8" 13 pst Sea WP 4135 (FM WP 360, 9.27.74) NGC2377,5-19.70 '->'I"ll," ''''{' ~"." 'IN.i! ' I'. J.;: '2 n""4'u~~1,) ~\'~I' lY;lI.Ol;t~...., ."~.'''' . '.' ,b '. .i~-;!~^'""~~IJ"): .~ ,,~'~,"1". ~1::n:::',,~, ;1:.,.: ,11:":'''',"'"""",, , UN.. LI:"f..,~~" ,.'.'" ....I"..~~ ....,.."'. _.. . . ...... '/. ._"......;.:I'!.~.~r .. i. '., -',:./,,:":1;. ,. ,.,.;~ .......... IJ ..' .._ ,'", '.:. ,..'Jit. .\,:.' '.' ~.. ._.....,...., ........'. . . .~. ... ..' .,.,........ .',''..";'. Thickness: fjI/st Approx. Wel~ht 12 pst "'n:: Tt:ol. P"M \}JpJ ~ee, 9-e7-7-4- Sound Test: NGC 2383,4-1.70 ,,;). 2JiOUA>'lo/',.1A~A;4t;;T(;':"i\ .~ .:' .... . . I, .,.. ~; I.. ,#.-::1/.... ....:~.', .1) : :~.1',~ .F~ ""J~. .../)':. '~'1i'rT:~~!~~'~... '1\~:~ . f. I -:,.... :, -.~.."... . ."4', ,'; .,.,~. Thickness Approx. Weight Fire Tage Sound Test 62' t Cllnmd tho mi.1l1u1aeturer for more d613lled informa./ion on proprietBry prOduC15.. . " '" .. ........'..":".!..,'..., -... ._ .. \0 .I'~J;"I \, .......... ~ ........ __," t , " I I ~ *.' 01/.. 12 pst SWRI01 6!l2D'i14, 1:a~4 SeeWP 4135 (NGC 2363. 4-1-70) t, i GA.SOO-2000 From 651-905-3678 To: Robert Hutchins Date: 3/20/2003 Time: 2:14:00 PM Page 1 of 3 Wensmann Homes RHS Buildingl1895 Plaza Drive/Suite 200 Eagan, 1v1N 55122 Phone: (651) 406-4400 Fax: (651) 905-3678 For Your Information To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 3/20/03 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 3 \ Subject: Lakefront Plaza Vendor List Comments: Attached find an updated vendor/contractor list for Lakefront Plaza for your information and use. Pending awards include: 1, Vinyl Siding, Soffit and Facia 2, Standing seam metal roofing and soffit. (at retail eyebrow roofs) Everything else has been committed. Mike WinFax PRO Cover Page From: 651-905-3678 To: Robert Hutchins Date: 312012003 Time: 2:14:00 PM Page 2 of 3 Lakefront Plaza Misc. Company Name Fax Voice Cabinetry All Inc. Pat Lannigan 651292-0541 651 2276331 Lighting Fixtures American Lighting Karen West I und 9522338221 952 2333784 Snow Melt System Pa. . Applied Products Inc. Scott Endres 952 933-1109 9529122410 Waste Chute Bartley Sales David Morin 952929-4733 952 9290001 Mirrors &. Shower Do.. Berna rds G I ass Ed Bernard 9524321862 42846 Structural Engineer Blanchard Engineering Bill Blanchard +1 (612) 8616361 612 8616361 Electrical Cities Scott Jordan +1 (208) 7729285 2086641970 Electncal Cities Electric Gary Sowieja 651 4575608 6514633810 Electrical Cities Electric Steve Sowieja 651 4634347 6514633810 Planning City of Prior Lake Jane Kansier 9524474245 952 447 -4230 Engineering City of Prior Lake Larry Poppler 9524474245 952 447 -4230 Inspections City of Prior Lake Robert Hutchins 9524474245 952 447 -4230 Carpet /Vinyl Creative Floor Tammy Cummins 952 233.8211 952233-8215 Carpet, Vinyl, Wood FI .. Creative Floors Chenelle Johnson 952 2338211 Landscaping, Irrigation Curbside Scott Bohlsen 952 403-9282 952403-9012 I nterior Design Consu .. D&.L Design Diane Lidenberg 612 3382922 6123388444 I nterior Design D&.L Des i gn Linda Sinberg 612 3382922 6123388444 Roofing Labor Dave Rose Roofing Dave Rose 952 895-0455 952 895-0455 Fine Grading Final Grade Jamie Boller 952 233-1202 952 233-1200 Fire Sprinkler System Fireguard Dave Lindstom 651 7489143 651 748.9499 Fire Sprinkler System Fireguard Sprinkler Dave Niesen 651 7489143 651 7489499 Fire Sprinkler System Fireguard Sprinkler Todd Johnson 651 7489143 651 7489499 Gutters &. Downspouts Fox's Flowright Gutters Steve Fox 651 480.3154 651 480.3154 Railings-Deck Great Lakes Railing Inc Kip Kilen 952808-1194 952808-1192 Masonry Labor Projec .. Gresser Mark Rasmusson 651 4544850 6516753488 Masonry Labor Superi .. Gresser Mike Bogart 651 4544850 Storefront Harmon Glass Rod Bloom 612721.3411 6127216393 Steel J&.L White John White 952492.]788 952492.]747 Arc h i tects JSSH Architects Roger Johnson 952 935-0878 952935.6337 Gypcrete Poured Floo... KMAC Inc. Dick Klitzke +1 (320) 5870650 320587 -9697 Gypcrete Poured Floo .. KMAC Inc. Scott Ryan +1 (320) 5870650 320 5879697 Insulation L.S. Lakewood Insulation Glen Koyer 952 736-0359 952 7360347 Drywall MCI Mark Mathiowetz 952 4616275 952 461.3233 Millwork, Doors Minnesota Valley Millw Jesse Grisim 952440-4312 952 440-9404 Pre-Cast Molin Concrete Scott Northrup 651 7860229 651 7867222 Building Materials Monnens Lumber Bob Mertens 9524472642 952 447 -2629 Fire Extingulshers/Ca.. Nardini Fire EqUipment.. Joyce Rooker 651 4836945 651 4836631 Siding, Facia and Trim PEN 01 NG PENDING Metal Roofing PENDING PENDING Civil Engineer Pioneer Engineering Nick Polta +1 (651) 6819488 6516811914 Vanity Tops Princess Marble Bill Gelineau 952 895 -1983 952746-5702 Vanity Tops Princess Marble Mary Sams 952 8951983 9527465702 Sitework Ryan Contracting Tyler Enright 952 894-3207 952 894.3200 Elevators Schindler Elevator Com .. Jim Blattner 651 4065321 Elevators Schindler Elevator Corp .. Patricia Nielsen +1 (651) 4065321 651 4065326 Page 1 From: 651-905-3678 To: Robert Hutchins Date: 3/20/2003 Time: 2:14:00 PM Page 3 of 3 Lakefront Plaza Misc. Company Name Fax Voice HVAC Sedgwick Scot McCleod 952 881.4491 952 881-9000 M&E Engineers Steen Engineering Mark Brengman +1 (763) 5856757 7635856742 M&E Engineers Steen Engineering Steve Youngs +1 (763) 585-6757 763585-6742 Concrete & Masonry Steller Concrete & Mas.. Dave Joslin + 1 (952) 808-9211 952 808-9200 Rougl1 Carpentry Tappe Construction Scott Sample 651 9940300 612919-7070 T esti ng TWin City Testing Mark Straight +1 (651) 6597348 6516597447 Materials Testing Twin City Testing Mark Straight +1 (651) 659.7348 651659.7447 Fireplaces Viereck Fireplace Sales ,.. Pa u I Viereck 952 440-5627 952 440-5620 Wood Trusses Villaume Industries John Hummel + 1 (651) 454-8556 651 454.8556 Builder Wensmann Homes Dave Zweber 651 9053678 Builder Wensmann Homes Denise Schreifels 952 440-3504 952 226-1294 Builder Wensmann Homes Kristine Hill 952 4403504 952 4403500 Builder Wensmann Homes Mike Rentz 952 4403523 952 440-3505 Plumbing Wenzel Bill Borrell 651 4520367 6514521565 Caulking & Sealants Whiterock Construction Willie Adams 952431.4410 952431-5470 Page 2 STO RI~ Materials Technology ~<! -- Twin City Testing CorporatioQ. .t-]I n~ 662 Cromwell Avenue, St. Paul, MN 55114-1776 (651) 645-3601, Fax: (651) 659-7348 PROJECT: Ms. Kelly Murray Wensmann Homes RHS Office Building Suite #200 1895 Plaza Drive Eagan, MN 55122 JEFFERS SOUTH ADDITION BLOCK 3, LOT 1 PRIOR LAKE, MINNESOTA DATE: PROJECT NO: March 11, 2003 032260 TO: 1-Nick Polta/Pioneer Engineering 1-Larry Pop pier! City of Prior Lake ~ ~AR 1 7 200; W By SOIL OBSERVATION AN INTRODUCTION: This report presents the results of our observations and testing of the soil conditions for the planned residence at Block 3, Lot 1 of Jeffers South First Addition in Prior Lake, Minnesota. Wensmann Homes authorized our work on March 7, 2003. Our authorized scope of services was limited to the following: 1. Observe the soils exposed within the mass excavation for the planned structure at Block 3, Lot 1. 2. Perform shallow hand auger borings to aid in judging the localized subsurface soil conditions. 3. Judge the suitability of the exposed soils for the support of the anticipated fill and!or structural loadings. 4. Perform intermittent field testing of the compaction of fill soils. CONCLUSIONS: Based on our limited observations, hand auger borings, and compaction testing, it is our opinion the observed excavation for the planned structure at Lot 1 of Block 3, terminated within naturally occurring sandy lean clay mixed alluvium. The observed sandy lean clay was judged to be in a firm to hard consistency. The exposed soil, in the condition observed, was judged capable of supporting the anticipated fill and foundation loads for the planned construction. The compaction tests for the building pad met the project specifications. Information and statements in this report are derived from material, information andlor specifications lurnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed lor any particuiar purpose or use. This report is the confidential property of our client and may not be used lor advertising purposes. This report shall not be reproduced except in lull, without written approval of this laboratory. The recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a feiony under Federal Statutes including Federal Law Title 18, Chapter 47 PROJECT #: 032260 DATE: March 11, 2003 PAGE: 2 PROJECT INFORMATION: We understand the construction in progress will consist of a single family home with a walkout basement to the west. The structure will be of cast-in-place concrete foundation with a wood frame superstructure. The overall dimensions for the single family home are approximately 70' x 47' including an attached 30' by 24' garage to the southeast corner of the home. The lowest floor slab elevation is 935.7' and the garage slab elevation is at 944' for the single family home. We understand the foundation including the garage will be placed at 934.7' or lower, normal frost protection depth. We have not been provided with the actual foundation loadings. However, we assume the unit foundation loadings will not exceed 1500 psf, which is typical for this type of structure. OBSERVATION METHODS AND RESULTS: On March 10 and 11, 2003, we performed our observations and testing of the soils exposed within the mass excavation of the planned structure, on an intermittent basis. Shallow hand auger borings were put down in the excavation bottom as an aid in depicting the localized subsurface soil condition. The soils exposed, and those retrieved by our hand auger borings were visually and manually classified in accordance with ASTM: 02488, and estimates were made of their strength properties. We observed the organic topsoil and frozen underlying sandy clay soils were removed from within the footprint of the planned structure, and also a suitable distance beyond, to provide for satisfactory 1: 1 lateral oversize. This oversizing is necessary for the lateral distribution of the foundation loads throughout the fill sequence. The soils exposed in the excavation bottom were judged to be natural occurring sandy lean clay in a firm to hard consistency. The excavation bottom gradually sloped from the south (approximately elevation 932') to the north (approximately elevation 927'). Engineered fill was used to attain basement floor slab grade. Five Compaction tests were taken within the fill to verify the fill met project specifications. Therefore, based on our hand auger borings, observations and compaction testing, it is our opinion the soils in the observed excavation are suitable for support of the anticipated fill and foundation loads for the proposed construction. COMPACTION TESTING: Attached to this report are the results of five (5) soil compaction tests performed within the footprint for the basement of the single family home. The density tests were evaluated according to the Moisture Density Relation of Soil as designated by ASTM: 0698-00 (Standard Proctor). A review of the test results indicates the recommended compaction level of 95% was attained or exceeded at the test locations and elevations. Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47 PROJECT #: 032260 DATE: March 11, 2003 PAGE: 3 REMARKS: It must be recognized that we do not practice in the field of surveying. Therefore, we must rely on elevation and location information provided by others. If the construction is redesigned or otherwise moved subsequent to our work, we should be informed so our firm can assess if additional engineering observation is required or suggest engineering alternatives. If you have any questions regarding this report, or if we can be of further assistance, please contact us at (651) 659-7447. ~TO. RK r'~ CITY TESTING CORPORATION 11t tJ> ark tralght;' p~ S aft gineer JiY Howard Peterson Senior Engineering Assistant Attachments: 1-Density tests of Compacted Fill #156 through #160 (2 Pages) Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fttness of the matenal tested or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federai Law Title 18, Chapter 47 STORf~ Materials Technology DATE: March 12,2003 TO: Twin City Testing Corporation Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue Saint Paul, MN 55114 USA Telephone Toll Free Telefax Website :(651) 645-3601 :(888) 645-TEST :(651) 659-7348 :www.twincitytesting.com Investigative Chemistry Non Destructive Testing Metallurgical Analysis Geotechnical Failure Analysis Materials Testing Construction Materials Product Evaluation Welder Qualification PROJECT: JEFFERS SOUTH DEVELOPMENT PRIOR LAKE, MINNESOTA PROJECT NO.: PAGE: DENSITY TESTS OF COMPACTED FILL 156 157 032260 1 of 1 Test Number: Date Taken: 3-10-03 3-10-03 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Sand, medium to fine grained, brown (SP)-7 Sand, medium to fine grained, brown (SP)-7 Location: Block 3, Lot 1, SW corner Block 3, Lot 1, NW corner Elevation of Test: Depth Below Existing Grade: 932' 930' 8" 8" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pcf: 114 113 Moisture Content, %: 4.3 3.8 Plus #4 Material, %: LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pcf: 116.0 116.0 Optimum Moisture Content, %: 13.8 13.8 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 98 95 Pass 97 95 Pass TESTED BY: Howard Peterson Senior Engineering Assistant G:\2002CME\032260\D156-157.doc Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction test results meet the project speci ications in th eas tested. 'L ~..._ .... REVIEWED BY: n'tJ. \;::::r:::" Mark Straight, P.E. Project Manager REMARKS: COPIES: 1-Pioneer Engineering, Nick Polta; 1-Ryan Construction, Tom Ryan; 1-City of Prior Lake, Sue McDermott Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material test. ed or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47 lIt ISO/IEC 17025 (ISO 9002 Compliant) Non Destructive 1479-03 Mechanical 1479-01 Stork Twin City Testing Corporation is an operating unit of Stork Materials Technology B.v., Amsterdam, The Netherlands, which is a member of the Stork group. STORt.., Materials Technology DATE: March 12,2003 Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue Saint Paul, MN 55114 USA Telephone Toll Free Telefax Website :(651) 645-3601 :(888) 645-TEST :(651) 659-7348 :www.twincitytesting.com Investigative Chemistry Non Destructive Testing Metallurgical Analysis Geotechnical Failure Analysis Materials Testing Construction Materials Product Evaluation Welder Qualification PROJECT: JEFFERS SOUTH DEVELOPMENT PRIOR LAKE, MINNESOTA PROJECT NO.: PAGE: DENSITY TESTS OF COMPACTED FILL 158 159 032260 1 of 1 Test Number: 160 Date Taken: 3-11-03 3-11-03 3-11-03 Unified Soil Classification: Sand, medium to Sand, medium to Sand, medium to ASTM:D2487-98, ASTM:D2488-00 fine grained, brown fine grained, brown fine grained, brown (Proctor Sample Number) (SP)-7 (SP)-7 (SP)-7 Location: North end of North end of NW corner of basement basement basement Elevation of Test 935' 933Y2' 932' Depth Below Existing Grade: 6" 2' 6" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) DryDensity,pcf: 116 115 116.5 Moisture Content, %: 3.7 4.1 3.9 Plus #4 Material, %: LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pef: 116.0 116.0 116.0 Optimum Moisture Content, %: 13.8 13.8 13.8 COMPACTION TEST RESULTS: Compaction, %: Specified Compaction, %: Review of Test Results: 100 95 Pass 99 95 Pass 100.5 95 Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction test results meet the project specifications in" areas test:.d. ~ \ TESTED BY: ~~ REVIEWEDBY:\~..J - Howard Peterson M rk . traight, P~. Senior Engineering Assistant Pr ject Manager G:\2002CME\032260\D158-160.doc COPIES: 1-Pioneer Engineering, Nick Polta; 1-Ryan Construction, Tom Ryan; 1-City of Prior Lake, Sue McDermott Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material test- ed or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this iaboratory. The recording of false. fictrtious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 lIt ISO/IEC 17025 (ISO 9002 Compliant) Non Destructive 1479-03 Mechanical 1479-01 Stork Twin City Testing Corporation is an operating unit of Stork Materials Technology SV, Amsterdam, The Netherlands, which is a member of the Stork group. Materials Technology DATE: February 17, 2003 Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue Samt Paul, MN 55114 USA Telephone Toll Free Telefax Website :(651) 645-3601 :(888) 645-TEST (651) 659-7348 :www.twlncltytestlngcom Ilwestlgatlve Chemistry Non Destructive; TestlnfJ Metallurqlcal AnalysIs Geote:chnlcal Failure AnalysIs Malerlals T<:sllnq ConstruCII(jn r.r1at0rlal~) ProrJuct Evaluation WelrJer Ouallflcatl()(1 PROJECT: WENSMANN 1ST ADDITION PRIOR LAKE, MINNESOTA PROJECT NO.: 030410 1 of 1 r--....:.--.- Test Number: PAGE: DENSITY TESTS OF COMPACTED FILL 517 Date Taken: 2-14-03 FEB 2 0 2003 Unified Soil Classification: ASTM:D2487-98, ASTM:D2488-00 (Proctor Sample Number) Sand with a little gravel, mostly fine grained, brown (SP)-15 Location: Block 2, Lot 8, Garage (15291 Fox Tail Court) Elevation of Test: 943~ Depth Below Existing Grade: 6" FIELD DENSITY DETERMINATION: Nuclear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis) Dry Density, pct: 107.5 Moisture Content, %: 3.7 Plus #4 Material, %: 6 LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis) Maximum Dry Density, pet: 109.2 Optimum Moisture Content, %: 13.5 COMPACTION TEST RESULTS: Compaction, %: 98.5 Specified Compaction, %: 95 Review of Test Results: Pass REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The test locations and the number of tests were selected by Twin City Testing. The compaction test results meet the project specifications in the areas tested. .) II TESTED BY:'- ---/0 /)'Uvv~ Jay Hanson Staff Engineer G :\2000CME\03041 O\D517.doc COPIES: i-Pioneer Engineering - N. Polta 1-City of Prior Lake - S. McDermott \ '\ REVIEWED BY:I \ '\ M~rk\ Stralght,P,E. Pr0ject Manager 1-City of Prior Lake - B. Vang Information and statements in this report are derived from material. information and'or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the matenaltest. ed or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full. WIthout written approval of this laboratory. The recording of false. fictitious or fraudulent statements or entries on this document may be pUnished as a felony under Federal Statutes including Federal Law Title 18. Chapter 47 . ISO/IEC 17025 (ISO 9002 Compliant) Non Destructive 1479-03 Mechanical 1479-01 Stork Twin City Testing Corporation is an operating unit of Stork Materials Technology S.v., Amsterdam, The Netherlands, which is a member of the Stork group. STOA~~@ Materials Technology DATE: April 2, 2003 Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue Saint Paul, MN 55114 USA Telephone Toll Free Telefax Website :(651) 645-3601 :(888) 645-TEST :(651) 659-7348 :www.twincitytesting.com Investigative Chemistry Non Destructive Testing Metallurgical Analysis Geotechnical Failure Analysis Materials Testing Construction Materials Product Evaluation Welder Qualification PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE PROJECT NO.: PAGE: 032377 1 of 1 TF5;T METHODS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00, Slump of Hydraulic-Cement Concrete; ASTM:C231-97, Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5376); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIFI D DATA: Date of Test: Mix Designation: Location of Placement: 4-1-03 401 N 1 Slab on Grade, Center lane, from 125'N of South end of building to 200'N of South end of building Power Buggy 10 Inside, 750F Aggregate Industries J. Hanson Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): The followina tests were oerformed at the truck exceot as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (OF) Cast Added (gal.) Added (gal.) 8:00am 132 6 1.1 70 16(A-D) - -- Project Specs. Min. - N/A 55-90 Max. 8 wI plast. RFMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for mOi.st curing and compression testing. Compression lest results w. ill b, rlorte..d.. separately, as they become ava~~able. f \i \\ // ~ / /. ,~I\ ~ ..-\ TESTED BY:<--- ~ -- REVIEWED BY: ' ~ c;/ ..:-1 \ Jay Hans n Mark Stra ht, P. Staff Engineer Project Manager COPIES: 1-Pioneer Engineering, Nick Polta 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez 1-City of Prior Lake, Paul Baumgartner 1-JSSH Architects, Roger Johnson i-Blanchard Engineering, Bill Blanchard G:\2002CME\032377\P16.DOC Information and statements in this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material test. ed or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law Title 18, Chapter 47 11150I/EC1..7...0.~5. (./50 900~ Compliant) Non Destructive 1479-03 . Mechanical 1479.01 Stork Twin City Testing Corporation is an operating unit of Stork Materials Technology B.V., Amsterdam, The Netherlands, which is a member of the Stork group. STO R~~@ Materials Technology DATE: April 2, 2003 Twin City Testing Corporation TO: Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 662 Cromwell Avenue Saint Paul, MN 55114 USA Telephone Toll Free Telefax Website :(651) 645-3601 :(888) 645-TEST :(651) 659-7348 :www.twincitytesting.com Investigative Chemistry Non Destructive Testing Metallurgical Analysis Geotechnical Failure Analysis Materials Testing Construction Materials Product Evaluation Welder Qualification PROJECT: LAKE FRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA TESTS OF PLASTIC CONCRETE PROJECT NO.: 032377 PAGE: 1 of 1 TEST METHOnS: ASTM:C172-99, Sampling Freshly Mixed Concrete; ASTM:C143-00, Slump of Hydraulic-Cement Concrete; ASTM:C231-97, Air Content of Freshly Mixed Concrete by the Pressure Method (Air Meter Number 5376); ASTM:C31-00, Making and Curing Concrete Test Specimens in the Field FIEI n DATA: Date of Test: Mix Designation: Location of Placement: Method of Placement: Total Yards Observed: Weather: Concrete Supplier: Field Technician(s): 4-2-03 401 N 1 Slab on Grade, North Lane, from east end of building to 175'W of east end of building Power Buggy 10 Inside, 750F Aggregate Industries J. Hanson The followina tests were Derformed at the truck exceDt as noted: Time of Truck Slump Air Content Concrete Cylinders Water Plasticizer Comments Tests Number (in.) (%) Temp. (OF) Cast Added (gal.) Added (gal.) 7:50am 703 5% 1.3 73 17(A-D) -- - Project Specs. Min. - N/A 55-90 Max. 8 wI plast. REMARKS: The concrete test cylinders were temporarily stored at the project and then submitted to our laboratory for moist curing and compression testing. Compression test results w'lI ~e r~orted separately, as they become av;; II 'N H~- TESTED BY: ~I =7~ REVIEWED BY: \J ". " Jay Hanson Mar Str ight, P.E:----' Staff Engineer Project Manager COPIES: i-Pioneer Engineering, Nick Polta 1-Ryan Contracting, Tyler Enright 1-Wensmann Homes, Mike Vallez i-City of Prior Lake, Paul Baumgartner 1-JSSH Architects, Roger Johnson 1-Blanchard Engineering, Bill Blanchard G:\2002CME\032377\P17.DOC Information and statements In this report are derived from material, information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material test. ed or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, wrthout wrinen approval of this laboratory. The recording of faise, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federai Law Tille 18, Chapter 47 I!' ISO/IEC 17025 (ISO 9002 Compliant) Non Destructive 1479-03 Mechanical 1479-01 ~-~--" ' '" ,.~ ....... Stork Twin City Testing Corporation is an operating unit of Stork Materials Technology B.V., Amster9c:tm, The Netherlands, .which is a member of the Stork group. Ms. Kelly Murray Wensmann Homes RHS Building 1895 Plaza Drive, Suite 200 Eagan, MN 55122 STOAI~@ Materials Technology DATE: April 9, 2003 TO: Twin City Testing Corporation 662 Cromwell Avenue Saint Paul, MN 55114 USA :(651) 645-3601 :(888) 645-TEST :(651) 659-7348 :www.twincitytesting.com Telephone Toll Free Telefax Website Investigative Chemistry Non Destructive Testing Metallurgical Analysis Geotechnical Failure Analysis Materials Testing Construction Materials Product Evaluation Welder Qualification PROJECT: LAKEFRONT PLAZA WENSMANN HOMES PRIOR LAKE, MINNESOTA PROJECT NO.: 032377 PAGE: 1 of 1 FIELD DATA: Job Identification: Date Cast: Age to be Tested, days: Slump, in. (ASTM:C143-00): Air Content, % (ASTM:C231-97): Location of Placement: Specified Strength, psi: Mix Designation: Concrete Furnished By: Cylinders Cast By: TEST METHODS: TEST RESULTS: Laboratory Number: Diameter, in: Height, in: Area, sq. in: Date Received: Days on Job & Enroute: Days Lab Cured (ASTM:C192-00): Date of Test: Time of Test: Type of Fracture: Load at Failure, Ibs.: Compressive Strength, psi: COMPRESSION TESTS OF CONCRETE CYLINDERS 16A 16B 16C 16D 4-1-03 4-1-03 4-1-03 4-1-03 7 28 28 Ho~ 6 6 6 6 1.1 1.1 1.1 1.1 Slab on Grade, Center lane from 125'N of South end of building to 200'N of South end of building 4000 401N1 Aggregate Industries J. Hanson ASTM:C39-01, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; ASTM:C1231-99, Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 017374-A 6.03 12.00 28.56 4-2-03 1 6 4-8-03 8:50am Shear 123080 4310 017374-B 017374-C 017374-D 4-2-03 1 27 4-29-03 To be tested 4-2-03 1 27 4-29-03 To be tested 4-2-03 1 Hold REMARKS: Test results will be reported as they become available. REVIEWED Bv:97 ~ Jay Hanso Staff Engineer r tl ~ ( ~ - REVIEWED BV:W \ \f-~ M rk Straight. P.E. Project Manager COPIES: 1-Pioneer Engineering, Nick Polta 1-City of Prior Lake 1-Wensmann Homes, Mike Vallez 1-JSSH Architects 1-Ryan Contracting 1-Blanchard Eng i neering G:\2002CME\032377\017374 set 16.DOC Information and statements in this report are derived from material, information andlor specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material test- ed or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising purposes. This report shall not be reproduced except in full, without written approval of this laboratory. The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statutes including Federal Law TiUe 18, Chapter 47 e... ISO/IEC 1..70.2.511509002 Co m pliant) Non Destructive 1479-03 Stork Twin City Testing Corporation is an operating unit of Stork Materials Technology SV, _ M~r,h~niJ-:~1 1~7~-n1 Amc::t~rrl~m TJ:l,:::). ~leth,~rl~rH'-4e ,\A/hi,-..h ic ~ I''VH=:t.,...,ho,. ^~ tho ~+^rv nr", 11"'\ ~ ~~ 1eC""O\o\)'l ~a\et\a'. ~oo'"b ~?(\\ 1 , Op,.~~" \11 ~\':I ~U~~'3'J ~S. l'e 't\0~e5 \J'J (\5{(\'3(\~ ~,~ ",,,1>0,,,9. S"". ?-GG "'Cot' ~O:, ~p~ Il'''.' ~O~<- ., '1S9"> ""'$A ,,>,,>'1?J- " '(;.ogo'" 'i'p.G"" f~O~~ I'I-~S CO"',, ~C~'(;.\l f\\..'- ,,~O~"C~" ~t~s"'~::'~~~"SO~~~S\'\'l ~"S~S Of !J!J ,,~\O~ V" <;,A ?y?-o-"~ ('\~O"!J ,I ~\\tI "!J~~v \,.e'3(\ c\'36 '3 W&e \, 'oJ 'oJII\\tI 5'3(\6. '3'(\ \ ~\5t1 ,-eO" 0'''' \<11. .01 ,olIO ..,,<I ~"~;I~\'\\ ~""~ ,C'- r 'I 9'0'." , .'1 !$S~ '0,,,",, ,C,-) C."t<!J 10".'; <f- e '\ 1~'~ ' SOU\tI e(\ :\! ~ \'3'(\ , 0' Ce(\ e \tI e(\6. 0' 'QU\\C$\9 0' sou 'QU\\Q.\(\9 /:) G"q ,. 0'61' 71'}, . '9 Gtq :-l:.~ tiS: ~~~ ~~ J-" ~, '(Yo' /VJ vel. 1.3, eqr D. '8 S €II} 1)0", 6.8 . 8ity ( Ctl So (qe~ C'l:~ 7;)8 J eelS,., ? 8.s . lCS O~ So SOl ~ '/J 1 J{j rOt 8.s .J iO., ............. ,o~O"l: ~St lvu/776 'l':. €I,.. qke . '1]. ( . ) .sOil '<48 Clq,s S'C1 '?'98 Sifi, /77/)/61 I -'l.sCqtio Ivt . 7'A" '1]: "/77 .y'tJ 6et1 '< 'It{ '. ! 700 700 /) q~~ :-Ne\\ f'--.Je~ue roro'2- Oo~ ~~ ~~ '\ '\ A . ,,' r'~u\, S~,,,\ 'JS~ . cnelils\1i ,,,~eS\19a.\\~e .,..e -.;es\\(\9 " ~1UC'\' . ~o(\ $es. ~ ~S\a.\iSIS w-e\a.\\u19\C'?f. O'"b~'"b11 '\ 0' '\ ...\' .-<\'Qer. ~e5\ \'U'" "l' -o.'f.e(\' \)'3\e \ . (\. ., O'3Ss\~\c'3~? ~'O~Aroro~OO .' 6. SOl' 0. ~S' \'1" \)(\\\\e ~Aro1}~O' 'Oefl ~S"\~.p S'3{(\?\e ~U~ ~~~oc\O~ (. blJ'1 -'It .s 'lJ69; tJ:' \,.OC'3\\O(\" t/ C n\~-o.C\\(\9 '\ ~~'J'3(\ 0 10n ,. o o('~O ~"'<', y..'3(\50fl ~~s' ~o'i ~"9\~' . (...."'. . '" sto~ ,;.J>~.~ri' '1N\'Il <f-I'''O ""9\,,ee(,"9 ,""'" "" ~ ,.~~~17>-rrr> ~ ~\C'" I'ol~ '1.<013<:>0\\0,<1 ~ '" ';;:::: ".~"" oot"" \?<:>", " , ",,' "'" ~ G'''' 'I'\ot# ,,~..,>:; "" """,'to',,, ~ ~ .. liP' . ^' S ,~ 5" ,,",c" """ .! <f1I "" · ne'""'" ~, \~ ". r """".' ,,,,," ."... .." o. , , ^o\'r,;" ~ i~ .","'" .' '" '"; ,....... 0,.",0". · ",,'"'0' , , .. ~,;(\i> (Ii' " < ,,"g col\> "",0' " . l<1\,;e, C\\'J ,efJ fo.'O\l6':1' o(\~\~ o(Y\e ~e\'f-.e APR-14-2003 07:58AM FROM-Wensmann Homes 6519053678 T-320 P 001/016 F-778 .(W~~1N0 .FAX COVER PAGE DATE: ~lo:> ~b Nl{ )ck~~ ~~k V~\\e,~ 9)2 - fJ-7-424-) Cc " lYtle ~VA-f~ Ro,~k"JDA TO: FROM: FAX#: NillvIBER OF PAGES INCLUDThrG THIS COVER LETTER: r ~ SUBJECT: IF TIllS FAX TRANSIv.1ITTAL IS NOT COMPLETE, PLEASE CALL OUR OFFICE AT 651-406-4400. THANK YOU!! ! RHS SUILDING i 395 PLAZA o RIVr,. SU !TE 20() EAGAN. MN S512~ 551-406.~OO FAX 55 1-90S-~6n 6519053678 T-320 P 004/016 F-778 APR-14-2003 07:58AM FROM-Wensmann Homes MINNESOTA YALLEY MILLWORK INC. D1STRi'jUTION ANO MFG. BUILDING MATERIALS 'I I I 'I :1 ~ I il I I -r !I Iqr , I I ...oJ . Smoke Seal optic;ms Option 1 Unit Price $249.75 Frame kerfed Gasket Intumecent PK52 HSS2000 ..........---:--r:;; ~ I... r. Ge,~ J;~K/ '\ . I ie~lI/e 1);( ~" ff gZO '-.. ~- Gasket llntUmecent FS 820 I Frame ke rfed Option 3 --- Frame Gasket Intumec:ent std . no kerf $88 HSS2000 Unit Price $240.95 Each unit price includes the following: . Rediframes to be 18 gage, 20 minute w/smoke lab~l, Ivory color, _.._I..,j.,) snap on flat metal casing for both sides. ~ C;;J ~ qv- Doors to be 6-panel 20 minute w/smoke labe~)Jrtextured unfinished to be painted on site, double bore, with doorviewerborB. q..r--- Hinges to be std dull brass - 2 self glosing. 1 regular. - ~/.r Threshold - 36" aluminum -.q~ . : I ..fI I? [" ~ /' J;.Jrf o/' ?/ SWeep - brIght gold (screw on) -.;./'J:r.---... ve.,i' \ T1 r* ~ Not included: Lock, deadbolt, ,door viewer , I ~ i 17021 FISH POINT ROAD S.E. . PRIOR LAKE, MINNESOTA 55372 (952)440.9404 · Fax (952)440-4312 6519053678 T-320 P 005/016 CJ\\ lUN ....,' SUPPlEMENTAL TO SEAUNG SYSTEM I GASKETlNG MANUFACTURERS' INSTAUAnON INSTRUCTIONS APR-14-2003 07:58AM FROM-Wensmann Homes , ' 20/45/60 MINUTE t SQUARE OR BEVELED EDGE WOOD DOOR ~ '::: :~ PENKD HSS 10C1D /21100 SEAUNG SYSTEM EMKO S52 OR PKS2 SMOKE GASKET ,I.L:U OIUl GMiE lCCKF RallFlWlE ~~ e.olllC:IIlTC m;a:;a waEl --- ,=_ a~ tQZj lZIr ~. llIlCIIl TI, 20 Oil 22 CJ,AoE !CelII'REDIFIIAME -"p,. , aif'=~ =-,"C I[ =~ 1 , ,-1/0"_ jZ:AIBIDII7l1) , _M I ~D F-778 1 20/45/60/90 MINUTE STEEL ENTRY DOOR KERf REDIFRAME PEMJCO HSS 2.11IO SEAUNG SYSTEM PEMKO S5Z OR PK5Z SMOKE GASKET 111, 2lI OR ZZ GAGE KmF REDlFiW.lE ~-- ~c g~ 1..l14"_ --"'"') . ~8 __.-J REr'::\....- ~ ~l"r ';)"'....-.. IE ....~......4""1' 'p'r"'" "'~"rl"-'\lS' " l~ :"11 I ~,~ ,IJ~t: t.. .. . ~.: ~~ ,I : ..r: :...1....." .. \a.""\ '. I,"~~ '. ','" :~~:.~iJ~~~:~ !?;~~~~~: ::.~~~: '::.:~~=,~t~~=\~.~:~:: Y::.::~r:'~:~~:~:~?H:~~::j',::,:y~~:;:':~ .r ':: ,... Steel Stiffened Nat R~uired 3-1/2 Min.. 'NaD 90 Min. Hollow Metal Not Required S52 (Kerl). 4'0. II 9'0. 8'0. J: g'O" la, 20 or 22 Gage ,: , :... ~",,: ", ~ ,:'~:' :::".' -:~;. :'.~:~_::.':~:~. ';:..;::::~::'~'i~ ::i~ijjGE~tf: t.:~~~:~~~:~ ~;~;::r-.~~::'~~:~~: :':::::SiMtASSBiB['l~~.: :;.~:~:~::: .~:~::~.:;~.~~~~~:?:~S;>:~~::.;':~'S~;: ~ ~.: ~~~;~~f:::' I:,~~~;', ,::',: :::i~??~~~.:<::,::.~::';SJ~::' <;:::~.~;~~~~!:, :~:;~.~r{G~..::'.~;;:;-< :'::pA.iR:S:, :'.::,;: ;:;:~:.~:::?;,:S~is~~,:/":i..i;~:~\~:; 588 HSS2000 whef1 appfif!1 HSS2000 $4.1 lD I'tame HSS100D SS2 (Kelf) 3'0' 118'0. Not Available HSS1000 ~hell mortised PFUICO In.... """r edoe S88 HSS2000 when applied S44 lD frame 577 f[T l g'O' 8'0' x 8'0" HSSl ClOD wnen momsell , 552 IKerfl into dOQf edge PEMKO 577 at meelinll ados of Dais ~ saa, S4-II, 577 HSS,OOO When applied PK33 to frame 52 PK5S 4'0" x g'lr 8'0" x 8'0" HSS1000 when monised ,<<;2 f'PK52 f1(erfI' into door edge PEMKO 577 al meetina @dce of oairs 60 Min. Wood [. H5S211OO H$S1000 45 Min. Wood * I 20 Min. Wood 1 Wood Not Requirerl 588 ZOMin, (Han1wood Edges) "5' fKp1fl 3'0. I B'O" Not Available PEMKO 20 Min. Wood FS 850 SV<;TJIm 4'0" x g'()'" 8'0" I 9'0" 59S Amgel n;quired I ZERO on cairs _-4..20 Min. Wood FS 820 Svstem 4'0. r: g.O" B'O. x g.o' 595 As1ragal required , I ZERO on pairs I I ALL RED/FRAMES IN 7HrS CATEGORY AVAILABLE IN 18. ZD OR 22 GAGE '. '. "':::~~ :..\. <- '! .~~/,;,: ,:~: :.:..:.:~E; ?'r ");" :,:-::', ~:%,i;::? ~'''.: ::~X,,::~.: .:'~~;i:' '::'. ,:. ::.,?:::~~~;~tv.:S~i(:::'~::, ,,'''~ ).,,::' :~, ,~,.:::::~.;.~. ," ",' RAl!~;;'...' ~~",~~~;~.~:.:~' :;~~~:' :~~~'~~:'>~:~':'Slrm~:'::',... "g~":':.. ." .<~~::~~'::~.: "........" I 90 Min. Insulaled Steel Enlry Door 552, PKS2 (KOOJ 3'0" x n!' HSS 2000 PEMKO l~' Not AV3i1able 18. 20 or 22 GaQe Sle91 or Wood Tnm PIN 61270017 Rev. 2102 ~,. 6519053678 T-320 P 006/016 F-778 Of\1 0 \\\ it=- L APR-14-2003 07:58AM FROM-Wensmann Homes - ~. -" -~..... I -~~ '.1 I , ,,' " , ' POSITIVE PRESSURE FIRE RA TlNGS GUIDE-REDJFRAMEIREDIFLEX II UBC 7-2, 1997 & UL 10C POSITIVE PRESSURE STANDARD 1" t: '" ,. ;::, . ':;. :~ :"..:', ;,:',;,:' :;:r.~: ::'."~: '::f:Eo:GfI:~G,,;~:'~1:,: ::-;:: :;~~,~,!';', ,: . ,:;:~ ;::,::':i~;;~IiA1\!ASSml:Y:SaE:;: ~REDifJiii~ 1:."( ~':' ?:~:>::>{,,< ~~:.I.,: ,:;:: ,": . t:. i ~~~~G:,: ' . ~~~~:: ,:~::~.,:,:.!$.Y.5.J:ij.f",: ,,:: ~~~~~:.>" .Siijt~:..,tl ::;::piijtS::,::: :.: 1:?::'REbIFWC':.; '~:::~'~:~:-~;:":::,~!~,r,,::.:::,; '.:,':": Steel Sliffened Not Required 3.1/2" Min. Wall 90 Min. Hollow Metal Not Required S52 (Ker1) 4'0" x 9'0" B'O. x 9'0. Rediframe 18,20 or 22 Gage Steel StiRened Net Required 90 Min. Hollol'J Meal Not Required 552 (kerf) 60 Min. HoDow M~l ; Not Retjuired 55Z (keIf) I.! \ 3'0" x "a' Re1lillex 18 or 20 Gllg~ SreeI or Woad Trim No Available 'B'O. x 8'0" R~jflel 4'0" x S'O- II .. .' '.~' '.' ' . "~' . , '.' ',' . , ,'EEl' E "€'AU-' .. .. .....>. . .. '.. " . ~~ASSEMBt~;SIl~.F S:~ijw~: '::.t~~..;::;~':,'~~~~.7;::\:':,,:: . . . .'\'..' ..' .. . ...".n,' ',~.' ... ,.,! "!;': G;S 'Nc;^; $r.1Q~~ #~.si: . "RAnNG' ..~D~,~~.&~;': ..... :. ... ,I' . ,,,,, ".,. .. ~._:! "WGlES':::' : ; . P~RS' :,: ,: : 'XaEnIf.tEX;;':. . '.~ .:~ ~'7~' .; ..... ",," ',,,".". ';::. " :', sYstEM ',; . . ,.. ","" sse HSS2000 when appfied HSSZOOO S44 to rrame 60 Min. Wood HSS1000 552 (Kerf) 3'0" x 8 '0" N/A Both HSS1000 when mortised PEMKO into door edge HSS2000 when applied ssa lO frame HSS2000 544 HSS1000 when mortised 4SMin. Wood HSS1000 577 4'0. X 9'0" 8'Q'"xB'Oo Both into door edge $52 (Kerll 577 at meeting edge PEMKO or pairs HSS20DO when applied S88,544,577 to frame HSS2000 PK33 HSS1000 when mortised 20 Mitt Wood HSS1000 PK55 4'0" x 9'(J" B'O"llB'O. Bcrh into door edge 552. PKS2 rKelfJ 577 at meellng edge PEMKO of pairs Wood : No Required saB 20 Min. (Hardwood 552 (kerf) 3'0'18'0- NlA Both Edges) PEMKO 20 Min. Wood fS 850 System 4'0"19'0" 6'O"x9'O" Rediframe 595 As1ragel required ZERO on pairs - 20 Mi n, Wood ( FS 820 System"") 4'O"xS'0" 6'onx9'0" iG Ked ~ 595 Astragel required ltlm Redtrrame on pairs Qt ., :1 i I I I. I I' 'I ~ I I AU REDIFRAME IN 1HJS CATEGORY AIIAlLA8LE TN 18, 10 OR ZZ GAGE 1 I Q AU. REDIFLEX IN THlS CATEGORY AUAlLABLE IN 18 OR ZD GAGE ) : I ,:' ::RATING,." 'D~~~::~~,~'. ,::~'~QGiS~jj'N'tf :SMO~~~ ';'," ::MAX.ASSEMBlVSlZE': '.REDI~', ~~L:;::/ ',' ;::~:2:~ ::,<:'<'~: ::~': :.'.,~<~::sV~'t~:;~ : ';":";.""Gr6',;, " PAt,;" ":,:.'. :)~all~~::~ ' ,,", ~ '. -' : -, ... . . .... . ....:, ,.",$1. .,':":',. RS, .... . ,1.-' '. . '. _. 588, 544 90 Min. Steel Entry HSSZOOO SS2. PIG2 ~ 3'O.x1'0" N1A Boll1 18 or 20 Gage Doors PEMKO 5leel or Wood Trim .Reinforr:rirg screws mquired; Milimum wal1 size for Kerf Redilr.lme is 4" Warnock HDrse~ ~' ".':IL.~ rtPD-061 2/02 APR-14-2003 07:58AM FROM-Wensmann Homes l~ ,I I - -: 'Qr II I I -',!.~ 6519053678 T-320 P 007/016 F-778 , ',RED/FRAME POSITIVE PRESSUR,E ~PPUCATlON GUIDE (UBe 7-2;, 1fJ.97) dJL 10Q) SUPPLEMENTAL TO SEAUNG SYSTEM I GASKETlNG MANUFACTURERS' INSTAllATION INSlRUCnONS '\ SQUARE OR BEVELED EDGE WOOD DOORS 20 MINUTE 20/45 60 MINUTE I ,I ZERO FS820 I FSB50 E n ~1'$12ll '.JI4"1Na W(tA1EG;CflTC5.ilj .....,da:t OO"EGmY B OOCII I 1 R, 211 << Z2liAGE L.:Rl3llFRAHE ~Pi [: Q!IS -I I wr'a , ,~ ' ClXR ax.E I 0IlIII : ,"'"" ' I ... ~ I : I , ~~pAUlS c:--- lllIl.l' IIIT\IIIIll' ::.. ...--.... t; " \ ,.. ( 00 ~ " ... / lSItI&If'TUIItf "__"; _1Il_~ 20/45/60/90 MINUTE NO EDGE SEAUNG SYSTEM REQUIRED Ii ~c 'I ~c PEUKO HS1000 J HSS2000 SEAUNG SYSTEM PEMKO S88 SMOKE GASKET PEMKO S44 SMOKE GASKET RYC 18.20 OR 22 GAGE REOIiRAM.E PBICC saa SFGAS'lll:\ ~ ~c ~ II pe.tl\O IfSS11I11 1,'J1A." ~G IIIIIIC 1lllaIdDa ~GOflY' B . ,I WEGOIlY C FMAME P~\tac~~ ~p OF PEMK~ HS82111Jl (CAl'!(;a KY CJ ~~ffi ~'EH~ ~PB4J(OHSS~ff(C ..$... CAIEGOHY H CAT'ECORY B ooolt PIN e1Voo17 Rev. 2102 APR-14-2003 07:59AM FROM-Wensmann Homes Unique benefrts of these systems include: · Use the installation instructions delivered with our gasketing systems to satisfy requirements _.:. _ of both the testing labs and inspecting code ~. officials for display at the Job site. · Confirm compatibility of all components in :1.1 your positive-pressure.assembly as requirad H by the codes with our easy~to-use application 'II guide on page 9 . ~ Incorporate concealed closers and concealed ! vertical rods into designs for both singles and pairs of doors. · Eliminate the need for unsightly surface- mounted tape on meeting stiles. See our listed # 59FS INTUMET concealed astraga1 on page 7. · Salvage positive-presoure ratings for undercut: doors using our listed # 339 INl1JMET door sweep on page 8. II I 6519053678 T-320 P 008/016 F-778 FS 851 DOOA FRAME SYSTEM (see note) Oetigne<l for usa wllh standard nmes of 18 gauge or thicker. ' Ftlr lllnglas & pairs of dcom Llinlmum 'B~,"..-' F"""" " 1S1257SO PSA _I .1 / #824N #18S optional "1 Note: Suitable for limited I applications only. ; Consult Engineering i Department. i FS 861 Sy$t8m !i~1 $aft Puff INT\JMET and Pllrt IIS24N Gasket manv1aCtlJred and ll\Jr;lplled separatel\l Nolll: Also l1s1ed for up to 90 minulcl ~ I I ",~,,!,- "\ FS 820 KERF METAL FRAME SYSTEM DesIgned for use with metal framllll of 18 gauge or thickBr. For singles & pairs of door.! MInImum 18 or 16 Q81Jge Karf Frnme MolI:II Fmrrla 11I-' F=S ~O Sy:mm i~1 Soft PUl'f IN'T\JMET ond Part f/82A-WN Gasket mBI1u1aClUred and aupp6ad as On6 componllnt FS 650 DOOR SYSTEM Oesig~ for use with standard frames~. !"~ gau~El.or'll1lclc.llr. ~r snglas 8. pairs of doors Minimum 18 or 16 g3IJge- Metal Fram!l ;1/3125750 PSA #824 1.18" x 3W #168 optional ZERO IN11JMET mortise strip (top. sIde) Optional door edge by M1g. FS rmI Systltm [jllflil Soft Puff lNTUMEr end Part I824tl Qf ltt88 G~ manufadured and supplied llOCl4r;m,1y Hardware and Strike Installations 820, 821, 850,951 ,I o Fol' MortiBfl Uxk IrmJMEJ" 1Px4.X1/B" on top on~ o 1 '/ ~r FS3003 INTUMET ptrips FS3003 IN\'\IMET mp in s!rikl:l cutout of wood fmme head~r (1/16ft thlc:Jc ~l ~ ~ Concealed Track Arm I I 1 ;'II 7' L; ~.1 i: :) r~ C !'.i , Gfazin91a~iI UeC-7.2 1997 and BS 475 (parl22) laC 2000. UL 10C Maximum glass SilB 36" W 154" H (1.296 sq. in.) PSI'. 8cdcjng "'-' ~- r:"1I.. INT\JMI!T ="""'01 IQClI "'" FS860 Doartlte System Compone~ G\sziI1g Tapa I 2002375 wi ?SA blJ;ldng 0T1011ida 111B"" x 318u INT1JMET II 31J82750 wI PSA bacldng one aide 1" 6" X 3I4~ 11 6519053678 T-320 P 009/016 F-778 OPllOtJ-r- 3> APR-14-2003 07:59AM FROM-Wensmann Homes POSITIVE PRESSURE FIRE RATINGS GUlDE-REDIFRAMEIREDIFLEx UBC 7-2, 1997 & UL 10C POSmVE PRESSURE STANDARD I I~ :1 ::~:'#~~~~:: ;'.notl~~: ~~~~~~~: . '''-... '.. .~~ ....................." " ',: ,,: , :;:~~lV.51i:E~: '::;:~mlf.j_i; ;~)~;~~~: ..:;::::)~~~~:f:1\i:::~'.:;~1:;" ". ~.........,.(........" SMO~',~~m '.' .~.." .. H. . .' .." ..... .. ' '.. ',1' . ~ ,. '. ". : . .~, . 'I..,,:,:.~ ".~?~'.: .".: " 1:::~.:S!N~ijS',. ,;' :'J~~i~:>:: . .:"fiED1i-iiX~~ '0" ", ...... ...... -.... . . ...... '.' _ 'n . . . ~", ... .. Steel Still'ened Not Required 3.112. Mill. wan 90 Mill. Hollow Metal Not Required 552 (Kel1) 4'0. ]I; 9'0" B'O" ]I; g'O" Rediframe 1a, 20 or 22. Gage SteeIStift'ened Ntt Required 90 Min. Hollow Meral Not Required 552 (kerf) 3'0" t 7'(f No Available Redinex 18 or 20 Gage 60 Mill. Hollow MeL1l : Not Required S52 (kerf) 4'()" x S'O" "8'[1" l B'O' RedinelC Steel or Wood Trim _ .:JI .... ,I ::::~:RA~~:::: ~~~~~i~i ;~~~;:~4 ' ...... .... .,.....".... .....::~;I'(~~~\f.StlE::.~ ~:.RijJlF,RjpiE: ~{:.,':.".::..::::,;; .::.:~:~:~::::'::::::~.;"\:::~. ~'~E:~ASKET " .... ........ ' . ...... ., : :;:::SINsiJ:s.' : 'PAJ~.:''':':: : RSJifili .~; . . ~ ....... ~" ... ," ";:-:':.::',-:, ';.. sse HS52000 when applied HSS2000 S44 to frame 60 Min. Wood 1-1551000 S52 (KeJt) 3.0" x 8'0. NlA Both HSS100a when mortised PEMKO intD door edge H5S2000 when applied sea to frame HSS2000 S<< HSS1000 when mortised 45 Min. Wood HSS1000 577 4'ft x 9'0- s'o.xa'O. Bath into door edge 552 (Kerf) 517 at meeting edge PEMKO of pairs HSS2000 when applied ~~ ~;S17 to frame P)(33 HSS1000 when moltised 20 Min. Wood PKSS 4'0" x 9'0" B'O"xS'O" Both into door edge S52.PK52(Ketfl S77 at meeting edge PEMKO of pairs Wood No Required saa 20 Min. (Hardwood , $52 lk.erfl 3 'O"'x8'O" N1A Bor:h Edges) PEMKO - 20 Mill. Wood FS 950 Syslem 4'0"x9'Q" a'O~9'O' ~l(rame S9S As1r<!gel required ZERO on pairs 20 Min. Wood FS 820 System 4'~9'O" 8'O"x9'0" Kerf 59S Astragel required ZERO Redlframe on pairs 'I I ~ -""-. '1-\ I AJ.1.. REDIFRAME IN THIS CATEGDRY AVAILABLE 1M 18. ZfJ OR ZZ GAGE ALL REDIFLEX IN TIllS CATEGORY AJIAILABLE IN 78 OR 20 GAGE 3'O"x7'0' NJA Both 18 or 20 Gage Steel or Wood Trim - -'~ ~~.- warnock H:efsOV. ~ ,...~ RPD-061 2/02 APR-14-2003 07:59AM FROM-Wensmann Homes -_.,,:.~...'. ~l ., ~.."- 6519053678 T-320 P 010/016 F-778 <lJo REDIFRAME. POSITIVE PRESSURE APPLICATION GUIDE. (UBe 7-2, 1997) (UL 10C) SUPPLfMENTAL TO SEAUNG SYSTEM I GASKETtNG MANUFAClURERS.INSTAllAnON INSTRUCTIONS SQUARE OR BEVELED EDGE WOOD'DOORS 20 MINUTE 20/45/60 MINUTE ZERO FS820 I FS8S0 EDGE SEAUNG SYSTEM 'J E12ERO~S~ l~t'''''''' 1S3S(WEGM~caH) _oar tcTl!.CDtI' B COOR ~ I I ; I Gt- t!l$~~___ . 'iiai'R1iU 'I il _0 ~ .....=':.1 PAIIC _0"" 0....1 /..lEI ~-- r1 (00 "'!I Y /,.- 11)10 """"" .... .... _ .,. -"..- 20/45/60/90 MINUTE NO EDGE SEALING SYSTIM REQUIRED 'I _~C ~ Q- ~c 8'~ '-tmOCJlIJ' ... """" PEMKO HSlot1D I KSSZOOo SEAUNG SYSTEM PEMKO Sill SMOKE GASKET PEMKO S44 SMOKE GASKET CAJemRY C fllAI.IE PBOIO sm SlImE CJ/\llET CIJ8:;OR'f H l.rJ1Jl.IT Erl ON TOP OF PB&<O HG:>2!J)O ~Ci) CI\~a 00011 ~RYC PEMKO su SWJKE COA.Sl<ET Em HI MOUNTED ON P~,", Hc:noaa ( GJ PEMIUJ K!li1l11l lCATEGORY Gl OADOEO UNllEIt EDGEVElOEER PemJ S&II ~~ ~ ~RVC PEMKrI HSS10ll0 ~ C4TEOOIlY K -Ib:f CATEWl;IRY II 0004 f'!3.11qjS4A Sl,(ll(f CASlIE ll:ArECiORt If) PIN 61270017 Rev. 2102 TnT'" n nit 1;1 6519053678 Minnesota Valley Mill\Nork T-320 P 011/016 F-778 APR-14-2003 07:59AM FROM-Wensmann Homes I I I t70Z1 Fi.h P.int ..... S.E. PriOl' Lalte aN 5JS'12 Ollic~ (0&2) 440--NO& ... (.~) ......812 :1 I ;1 DtIlal .~..Z&-C>3 # .. p.... -'7 + Cevel' ,.. ~~ Frelll.. cJ~$-E.- FCDl #1 f67-9~-a9~' Rea. I Ir -.... =~ ., I. R........a ,I L.) &Ae~ I ~DU'==- I II 1 -_.~ .~... ... I Q I Please R.pis' No Repl, Nwcasarv ,I c~~/ -....~., :1 ! APR-14-2003 07:59AM FROM-Wensmann Homes 6519053678 T-320 P 012/016 F-778 (W~,~~NN) DA'IE: FAX COVER PAGE ___~'VJ Je~e -tvGk val\~~ <=t5Z ,- 440- 43 ( 2 TO: FROM: FAX#: NillvfBER OF PAGES INCLUDING THIS COVER LETTER: 5 SUBJECT; _RJc4c.....-e are,^"voJ I cJoV" se/e4:i... IF TIllS FAX TRANS11JTT AL IS NOT C01'v1J?LETE, PLEASE CALL OliR OFFICE AT 651-406-4400. THANK YOU!!! RJ-lS BUILDING lS95 ?L.AZ.tI. DRIVE SUITE 200 EAGAN. MN 5~ 122 651406-4400 FA-'C 6.51.90S-~61g APR-14-2003 07:59AM FROM-Wensmann Homes The ORIGINAL Pre-Finished, Fire-Rated Steel Door Frame RGdifrsme has dedicated itsatf to quality workmanship and long-term customer sati$fection by producing the finest pret'inishad steel door frames. Rediframe's unique, strong-as-the-waJI design is available in fixed (R0diframe) and adjustable (Redi/'ex) designs. Installation The success of Rediframe lies in the ease of installation, saving time and money. Redlframe is pre-finished. so installation occurs AFTER the wall is finiShed. Innovation Rediframe's continuing innovation has prOduced an sdjustable strike, a patented ca5mg corner bracket to hold miters tight and true, and the Universal Hinge Prep, a hmge emboss that accommodates template, non-template hinge patterns. and kerfed frames to acoommodate weatherstripping. Security* Rediframe is designed to sleeve the wall, becoming an integral part of the wall system. In comparative impact testing 18 ga. Redjframe withstood 850 Impacts. over 500 more than hOllow metal. The difference IS thE: anchoring system. Not only does Rediframe sleeve the wall, but it anCl10rs to the wall using at least 30 fasteners. Hollow metal anchors to the wall from the frame throat using only e anchors that hold the frame away from the inherent strength of the wall. Durability* Rediframe carries a Cenltication of Level A 1.000,000 cycles (ANSI 250.5-1994). Testing Radiframe pledges to stay ahead of the field when it come5 to fire ratings. We have taken the initiative to pass the most stringent and difficult tests to aCQuire the Warnock Harsey standard in both neutral and positive pressure fire ratings. Delivery Rediframs delivers a 3-week lead time for standard or custom Colors (custom colors after approval of paint Chip). The best in the Industry! Rediframe measures its own performance using a "Promises Kept" percentage standard to guarantee renowned service. -rest results avaIlable upon request. ~: r.~'.'~~~CC~1 .l TRIOEL CORP. CONDOMINIUMS TORONTO,CANADA REOIFRAME WITH SPECIAL CASING P 013/016 F-778 - "....1 .V.,....-.A I..o.'r-- ~u -- 11Z' \ 0 .~ I':i 4- \ \PA'I · ) Rediframe Fixed Frame 18, 20 or 22 Gage Steel Redfirame is a prefinished fi:.:ed throat steel door frame designed for interior and exterior applications where the SUMgth of a steel door frame is desired. Especially suited for new construction and fight commercial applications: hotel/motel, assisted living, or residential. . AV:3ilable for 1-3/8" and '-3/4" doors .17 Standard wall si:z:es . Ov~r 70 custom profiles availsble, ranging from 2-5/8" to 13" .518" stop height · Demount:lble without damage to the finisned wall. door or frame .Standard casing is 22-gage galvanized (A-40) steel per ASTM-653. . Embossed 90 minute neutral or positive pressure fire label; wood or steel stud. See fire ratings page 6. Options · C56 cellular vinyl casing, sluminum casing, or WOOel casing prep optional. -Conventional frames: cased opening, dutch, single swing. communicating and pair doors. . Specialty frames: pocket, borrowed lit transom and sidelites. . Galvanized (A40) -Woodgrain finish (stainable) -Special hinge or strike location - Non-standard wall size ~ () t 0 D Comm~nl. D c~dn!: P~ckBI '-... ~ o '.-/ FuU Hd&/1t Dutch APR-14-2003 07:59AM Finishes FROM-Wensmann Homes Prefinish.ed Redjframe is aV<llJable in ei9ht standard colors, 'Custom cOlor" selections can be matched to ensure tI1e finished product will meet specifications. Custom colors will ship three w~ks fr()m final approval. ... Rei:liframe is finished In a state-of-the-art paint assembly line with electroslatiC<!lly- applied, baked-on enameL Paint finish meets or exceeds.200 hOlJr salt spray test per ASTM-B117-97. Painted finishes also finished 700 hour humidity lest per ASTM-D1735-87. Redlframe is available in cold rolled steel or galvanize.p zinc coating. Mol~vo (0;1I0~)' LI!l~! Grny (o;tion)' ": -. :. 1M Primo (OPtlo,,)' NuSleel (option)" -Inolcales upeh~rge BI~ek 10pUont Custom Colors Rediframe can match YOUR custom colorl Custom colors can be matched to your speclllcations. Colors shown are samples. Contact factory for lead times and pricing. CaDernet (~P4C1al) C;,rcrat Purpl~ ropoclal) Cllunuy Inn Gr9an (9plO.I;lI) O~rk Blua (speo,l) 1" ~..;,. "1, ~~"''''''''''':f;-'',: . . ;" . ":':".:: ,:"'i' .,....-......~...;...,l.',.Oo\. . .___~ J:ln. Tan (Speei"') Mafriotl-1 Boiga (ape.i~l) RUDy Ree: (~PQClal] Oehro Tan (9peei,l) Wnlte Smoko (3peelai) 91ue Reef (<peelal) .1 6519053678 '---'0 l U 1/ Warranty'" The W3rr.mry lor Steill Frame< manuf:lcMed by REDtFRAME PRODUCTS DiVISION io 101M origin a! COnSumer purcMeer to ell Ire", frem der",.L< in M~I",ri"J ,ne woo<man<hip for ~ periOd or ono C') ye>r from the d~lo of purcns:;o. This. W;JrTanry ;::, ;JppIIC8ble c:::nlY wt'l~n rt1e product(e) covered by Il ns"", O<:/iln Inel.lllJ~ In eecoroan<:e wil~ tne 'eCOMmend9d wrillen InslllllaUon instrUCtions of REOIFRAME PRODUCTS OlVlSION ;md witn ostaDI"hca building praelice::, "sve been .ec:or:led tt'Q&Dl'll!nt Wl"llCf\ is IXIneidoroo gOOd pr.1Cllce in lho bulJam~ inoustry reg"",lng stofl108 ~nd mQ!rllen~ncg. end h"ve been eubJoct only 10 nelTTlel uge. BOc:<lU98 REDI!'RAME PRODUCTS DII/ISION cannol COmlollile manner in wnll:n Ita proc:uC19 a", Mandled ;>ftoar leaving its premi=, InlS w8'r.>nry doee nOI :JPPly te LMCI nnlSl'I Or :sa:ossorlee of ~ny Croduc:f- ANY AND AL~ IMPLIED WARRANTIES HERETO ARE LIMITEO TO ONE (1) YEAR FROM nil< DA.TE OF :;URCHASE. Same <CdlSS aD nor .1I0w limil:ltions on how long Sn Impued w..""nry laele. "" the aoove "milarlOM m~y not apply 10 you. In 1119 event tho onglnsl .ensumer ptJrcnGSSr /Specifications P~rt 1 GENERAL ", OESCRIPTION A. F umlsn raetory p/'Qllni8~ed or pnmed "ocl aoor ft:Smo:; for 100efior :md exterior deers. Refer Ie ercnllect"r.>1 orawln~.. :.noduI8S. "nC: aetalls ror required !yp", and ;Ilee of f,."mos. B. See Div;oion S tor informallon on coors. nardw~l'\l, gl~zln~, ele. 1.2 QUALITY ASSURANCE A. Prennle~&d or pnrned 810cl door frame,,; ~nsll De ,,: manufactured by R<ldlffllme Prcduct9 Oivi~ion, ll. Mp",ved eQusl camplyln~ will'! p",oucr standard<, f";lllJre9, ,nd eonwuC(;cn ~poCtned heroin. C. A:;!;emOly 3nci in~allaUOtl. ineluolng field modi~c<lllOn9. oh~1J De ;enormec: o~ Quslir.ec \VOlkman wno n3v" been approved by lhe "r::nil9~{ or owner:;' reo""enbtivQ, 1.3 SUBMITTALS A. SuOmll mSnuf::lc:!U/'QrB e.eeific:uon9 fer f::lbncatio ehowing dalllile of do<lgn. '.c>MlI\Ic:!l.:>n. eM IngulJIetion ~uO.t>>nUsL'ng In.r prodUct,; <:amply wil roq"lromeni. op<><:lfled. e. Submit :;hap Qrawing:. fer ~(er'lttect:: ~pp(t)var in.I"'"na ell neeos:;ery inlo""~lIon lor r~bri<::;ltion end in=Hanon or thlO work to De dona In Ini. ~oorlon. C. p,,,.ida ee prclorype~. det:l1J dr:lwlnge. 3~d .0rOf Cl'\jp~ ,= naMad for o"IOCllan or spp=a/ Oy the an:JlJlect. 1.4 OELIVER'f. STORACE. ANO HANDUNG A, Deliver p.."r.nlsnaa Or pnmeo Slael r,.,mos CIlfTOneO. StnltCh wr:lpped, snd p311.~~C to provido protection during llilnait snd ioo storage. B. InspeCl rr"'me= upon delivery for oam~~. Remove ~no replace ""magao or deloc:tiva Irameo prier 10 finallMpeebon. C. Slore rreme= ~t ouJldl~g eile une:Qr cover PI"ell ""nons on wood 0'11" ..r leS1l14" hign ar Oll\o!rwi:o e(o~ en floors in :s m:lf'\nQ( trial wilt pravot'tt (U~t ::md damage. PART 2 PRODUCTS 2.1 FRAMES A Roll fCITTl or .rask rr~m.." to ~QS e~d =h"p.,,; onown on Spp"'""o Orolwl~QS T-320 .-J >"-f. ~~ """ P 014/016 F-778 -~L/O-:~ Of eny FleOlfR.AM~ prOdu~1 001l8'ee th~r Inn frallle or .ny p"rn; lnereo' oo,ered cy Inl9 Warr:lMty are dercetl',e. a rener outlining the ~IJO!led cernet snould 00 sam pO"lOge prepaid 10 t~e fOllowing addt&"=: RECIFRAME PRODUCTS DIVISION Divtslotl. or 1:119 Du.,b;uton Corpor:J.tlon P.O. !lox 841 C Dotnan. AI,b~rno 38302-5418 Any FlED/FRAME: P/t'duc:t:: Sleel Fr:lmo. ar a~y p"n~ 'nvreof co\Oored D)f !.hi:: w~lT9nLY whien, ...oon in:;PQct1ott by 3M ,utMnzed "'FrOSenlativa of REDIFRAME PRODuCTS DIVISION. are round Cy said Itlpro5anr.!liv. tc Oil oefe.tl'Q wili oe rep"iro<::. reOlae., or et llle oplion af REOIPRAME PRODuCTS OMSION. the purenase priea or 1M fr>me or pefT will be relunced ;lno dOe~ nOllnclude IObcr. Inelell,- ticn CO~~, finisnlng co:!:';. or IndlN., or o:oneequonudl d..m~gee of 3ny nature. Somo stale~ 00 not allow tho e.o{uoion or IImir.>rion Of Ine,cant~1 or con~eqlJ8ntJal =~m;:jgQ~. 80 lMo :)oooJe IlmiUJlian or exc.u- oio" msy not "POly 10 you. ThiS wam,"'Y 91'8S you <poclfic legel ngnlS. aM you may 0l~0 na.9 otller ,IgniS whlon vary frem :lOtB 10 9t919. 6. Hinge Jsmb< :M~II oe 9mboosea tot le;npl"l~ nln~ee snd rOlnforced wilh ~ zln. pl~lao '~age gU5~el C. SII1ICe Wnb< on~11 08 emoo<~oo ror 2 3/4" T-oltlke. 4 7,8- ASA o"lko or 2 3/4" o~adMII e~iko ~:; ~oec~r;e.:::I. D. Each Ir:lme 5MII be punoned ..rcunO tne perimotar 01 me f~.., to .nCl'\or the frame lb the w~lI, E. Fromos el\sll be I;>need on IMo (~ce or ihe lromo when ""sp-on cs.ing Is 10 be 'PpllOd F. !'rame. <n,,1I be p"nehoe lor vlelon ~Iot ...11I1 neil nOlaS only when WOOd molding I~ to be sppllod. C. Sn"p-on caelng .h"ll oa manuf::leturoc: In 22~3g0. giuvanl2ed (A.401 steel, .050' "rum/num . ,. alloy. or CS6 celluler H. Wooo molding 10 De b cd oy OIhe~. 2.2 TYPES ". 18-gage or 20.g~s. cold'lOlld or. M~I"'od sleel Ie bo used In commorclal Sppll.~lion e, 22~~eQ coid.relled or galvanized 51~al oe ueed In Iign! cOl'I'mlOrcinl .PPllcs~on=. C. 18-gs~e non-ken "ojIJ8lable In",at rfllme. . rolled or galv..nlzed otOOI, O. 22~aoe non.kerf ..lI1uBLlIble IMTOar rreme, co !'Oiled or gst.eni2~d =toBI. E. , 8-9Bg~ konoO BO)uel&bte throal rrame, gelv~nllea ateeL 22~Bge korf90 Sd)"oL::lblo rnn,at rr~m g"lvanlZed :reOL ~ ES Redlrremo In. ooarc,leU.".lly b"ko1 on en"mel on 8 cle~ncd snd p~05pnaI8.lteSle" surface with p~inr film !nlckn"o" sppre,imSlely 1.0 mil e. Provido IOuen-up p,,;nt for all rS.lory c(efjni~hlild rrem&~. PART 3 EXECUTION A. Voli/y oponln~ clirneno,on< wltrll!\e ~r:I\jleclur.>1 .IM3 a~d .hop drawln~e. 6. I""rall rrame: plwmo end eq"~te u~lng Ul& doer:ls a lempl.re 10 S..u", alignment 0' tn. ooor snd Ir.me. C. SeeulO rM lram~ 10 ,ho "'~II per ""'nu'~et'lrer'~ 3peClfI""tic:ns O. RQpalr all d~m"g~d ar defae';ve '"moo pII.:>r 10 Job cloSOOLJt cr t:n~lln:l)."tJe.tjon. MANU en SF>EGO Redirr~mQQJl .pecin'''t;on= ~re r::::::lri: r:;-:;::-J~ ,v"U.ble through M~nu.P9C Ld::::::.J(') ~> '~d Spo.d~lIl. REDIFRA.ME IS A PRODUCT DIVISION OF THE DUN8ARION CORPORATION 863 MURRAY ROAD. DOTHAN. ALABAMA 36303 3341794-0661 . 3341794-9184 800-633-7553 hap:/twww,rodiframe.<:om - e-m:,jl: rediframe@ounbailoncom SEE US IN O~ DI,EcrORy C." LOr, CD 5WEE1t,CO_ F I ~..i8 7iOl APR-14-2003 08:00AM FROM-Wensmann Homes 6519053678 T-320 P 015/016 F-778 WHY KINGS70N ANSI Grade 2 . Exceeds Grade 2 BHMA Standards ADA Compliant ~ · Extra large turn piece meets ADA ~ requirements Yare Code Compliant . Lever with return, UL option 'Kingstorl,Grade-2 L~ver Specifications:..,,:, ',';: :,',;, ";:,,>'''',: :;':<, ,': :,',' ,',' Crossbore 2'/,. Edge Bore" LaII:h Faz:s1' x 2'// Optional: 1'1,' x 2'1: UL FixEd ~/O' SlaI1dard 01 2W lD:Jcsel optional. (Dual aI CP) 1'/0' - 1'/0' Sl3ndard. 2'1/ DjllJonal passiga and onlry Iunttiol\!:. Sopln cylinder. 1'It 2'/" square aJln8f mndard, round comer oplfonaJ. UL "/,. sqU3te tOIlV. "I.:J: rulllip square aJmet stlnd1n:f. Round comer opllonal. UL OPllons InclUde 2W T-Slr11al arul4 'fa" ASA.l NorHlanded ~t lor spm finish 1I'Im lor exI!lrior door.:. Kingston Lever':DIf1Jensi9n~,:" " > '.',,':: ,.:,:,', :", ,.: ,': ,i ,: \': >',,,, ::~ ',: Dlmellllanl Dul9n A B C D g5J KingslDn 2". 3""" 2'/&" ", Kl L Fl' h" , " :, "i I ' '" .. ,,,,' , ,',) ',,' "" . ngston ever ms e~,,' " ':/,':",: ,'.':',,', ''': \ ,/.: ':. "';'.' ',/:,.',.',:', 3 Competitive Price Kwibet Quality . Built on proven Kwikset Plus lever chassis CUSTOMER NEEDS: . ADA Compliance . Fire Code Compliance . Value Pricing · Kwikset Quality KingstQn,tev~r,Fim~tion D,eScriptions "" " , , : Madill DUlul lion 2IIlIC2III. PlaaDlI/HallJClOlllt 80th I~ always fme. 311ll143DUL PrivaCVIBod/lll.lh: Both Ieven: locbd or unloclcOO by ADA !umpJlca Inside, OUll:Jde IBVef unlocbld by 4OS/4lI11UL Enlry: Both sides locked or unlClClcEd by kIly oulside or ADA turn 'ece Inside. 406/&13UL IUYBd Entry Lanr. Outside loclced or unlodced by k&y olJ1l;ide or ADA lumple::e Inside. Inside aM.~ free. 4ijzJ41ZUL Sloreroolll/VUllbutl: Outside unJllClC8ll only v.tlJlo key Is tumed. Insldo alwm free. &88 Halt DUlIllllY TrllIl 40S Kingston --- -- :~ ~ APR-14-2003 07:58AM FROM-Wensmann Homes 6519053678 T-320 P 002/016 F-778 FAX ONLY April 14, 2003 :Mr. Robert Hutchins Chief Building Inspector City of Prior Lake 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372 Re: Lakefront Plaza - Unit Entry Door Selections Dear Bob: As you know, we have been working hard to meet the fire/smoke requirements for the entire building, and the unit entry doors. Attached find information on the final selections for the entry doors, frames, seals, and hardware. These selections were made 'With the code requirements foremost in mind, and they meet or exceed the enumerated requirements. Please contact me if you have any questions. WJt/Ily Mike Vallez cc: Mike Rentz, Wensmann Homes Roger Johnson, JSSH RHS Building 1895 Plaza Drive Suite 200 Eagan, MN 55122 651/406-HOO Fax 651-905-3678 8LL-~ 9l0/9l0 d OZE-l 8L9ES06lS9 S9WOH UU~WSU9M-~O~~ . ~VOO:BO EOOZ-vl-~dV '~MA;. 25.2003 g . 1)'5 AM YILLAUME II:DUST~IES ~'c ,. 94" 1'1 ".' j F'. 3 ~ )11(1 ~-:J/~:. ~ /" _.. ~' -aGW1lal J'I i . ....S 2, .. .I.,un JNU~ _ 'llIO!U.JO'd ~1I!J.lI ~., W UI r ,.~ pI' ~ D!S!" III "NiP IUl .pirn ,. 2m let pHldaJd ... UO.a1l 10 'IID~ .pa4I. '.1'. '!'I. 'I'P ..(JpIU ~...~ I, 'POOoY. a\.n BUIQUds P!o^e pue Ino46no\A ~IU~^' sneu 3\fl 9l"q~IO -1!1Il8J 9l1l U\ I.IMO~S se ~8aJq 84l JO a~ \(.)99 UO 31Qel 041 u! payr; I ,ds S8 5l!8U jO J8qwnu eLn esn '1' ~ 'AIUO QeMJa^C~ \SRW .1. 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