The URL can be used to link to this page

9320 Cedar St 155-169-001010CITY OF MONTICELLO BU~LD[NG PERMIT PERMIT # c~~~-~'~„~' DEVELOPMENT SERVICES - Bt11LDING 1NSPEC'I'IONS PCD # Z~~,4,p ..'~~rll.~r°.l r) 505 Walnut Street, Suite 1, Monticello, MN 5.5362 ``-~- City Flan (763) 295-271 1 Fax (763) 295-4404 a rarye a, (,~.~.Ir~lt ~itT"a (2i; ZONING: S' SITE ADDRESS. ... Plat 4AF11 ~w ~1.' ~ ~.r) IJt~l 1:17,1 r f„~ ~"' d..i_t' .~T.:7 .~(i~i ~t I (+. . regal: Lot I. Block ..~..,, __.....,.. r'~1 ;l.~trt ~sa31t.`? It°C:, Phone ~'~~ )',,)~_9-3;F~ PROPERTY OWNER NAME rh, ,'F'"/ ', Address: '!' -- l..~rt.r~ `~irr'~a t ',afi~; C"rty: I~~.ztLr~~~i~~1 sc: State. Ztp CONTRACTOR NAME: _ t+~ ~~' d'~~t'~,~~~.°~t~`C _ License #: Phone: Address: City: State: Zip: ' g°~Phone: 913-;" (i ! . c;r' F; b ENG./ARCHITE(.'T NAME: t'c~i_twt.' ?i<<:Ctiltti FZIF Arr.}l Wit: • ._License #.i P',c~::".f.:tD~TState I~i', Zip 511'I.~F ,,C~t() Clt ~9f7 ? 1aAa 1 Art~ IrPCS: dWr'Q~ "+Lt.~t'.~.lt`I: .~iY't ~°~ y Y• ~.._._.T a of Work:Buildin Information:y;. New Addition Estimated Value 1" U Alteration of construction: $Repair Occupancy Class.: :"I.Move Construction Type: }-y.-A Other Sq. Ft.: 2G~3 ~ Ci511.No. Stories- 1 LJse: Single Family 13 Res. Units:Duplex Max. Occ. Load: t 5~l)i) °i- ~-Multi- Family Commercial Fire Su cession S stem Re aired:Industrial YF. SResidential Garage NO Uther Descr iption of Work:u' f~,r),+::;t~rttc:t:'±.r~y?This permit is for only work as described. Building Official approval required. prior to any changes in scope at' work or modifications from work as described herein.1 agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. 1 agree that any damage caused to public property including but not limited to curb, sidewalk,r~ublicutilities and signs will be repaired at my expense.d~ r ~ ._ , ~ "s Y _.- re Date A~ plt~nt5a~natu ~I' ~.. ,~ ,'ti_,,~;~1~... ; ;~4.Building \ O~ fficial Signatur~ Date Type of Payment: Cash Credit Card Check # -'Receipt #FEES: Building Permit .? ~ > ~ ~ ~ • ¢i4)Plan Review ~-~~ r!~•U! • "~°~State Surcharge 1 , ~ ~ a ^ <3 BU 1LDING TOTA1.4 `i , ~3 !• :~'• • .3 Plumbing Permit ~~'"~Fixtures -•---~'=~ State Surcharge '~PLUMBING' 1'OTALi"~.` ~ --~Mech. Permit ~~,.1y 1 Fixtures ~~ 1 ti. , l "• 'State Surcharge ,•~'MECHANICAL TOTAL BLDG. PERMIT Sl1BTUTAL 45 . ~'s 7• ~°• • 3 `~'Sewer Access [SACS r7•~ i;~ " fPd.'Water Access [WA(:J li•`Water Meter •~ a 1• %~~ • ~(~Water Meter Tax ~`.i::i • ~ `~METER TOTAL y a I li. ° ,Sewer/ Water Connection I ~~ •'I)`~Contractor License Check Assessment Fee 1OC) • f.)~.tltility Locate Fee a(.ltrf3~ o~ ()C1te~a"Z:4f~7,`i3~'•?f;TOTAL FEES 'TO BE PAID 5J~;~, l:;t)'I'~'t.l`'!.TRt1NIC FEES~~~~IWater f+(1a 5~C). '.5 Sanitary Sewer `~~)~t~~(~Storm Sewer 1 ~ S • =y ~' `~~ • ~' ~TOTAL TRUNK FEES ~_~~'' l a I•~'~' « C',~~.' C ITY OF MONTLC ELLO DATE TIME Scheduled ~ - OBSERVATION NOTICE Completed d glG :51 MUNTICF..LLO PERMIT #: ADDRESS: OWNER: CONTRACTOK: Footings Mechanical Rough-ln Foundation - l' orms & Rebar Framing Foundation - Backfill Insulation/Energy Conserv. Basement ilndcr Floor Slab Drywall Plumbing Rough-In OTIIER COMMENTS: INSPECTION RESULTS: APPROV EU - PROCF,EU UNABLE TO INSPECT CORRE("I' WORK - PROC'F.EU CORREC'T' WORK - CALL FOR INSPECTION STOP WORK ORDER Mechanical Final Plumbing Final Site Drainage Building Final REASONS: 1NSYE(ryTOR: WORK NOT REAUY NO PERMIT ISSUEC) CORRE;CTIONS INCOMPLETE UNABLE'1'O ACCESS SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. i-Aih~i~~~', MONTICF~LLO PERMIT #: ADDRESS: OWNER: CITY OF MONTICELLO OBSERVATION NOTICE CONTRACTOR: DATE TIME Scheduled 11 _q -~ Completed Sy~ Footings Mechanical Rough-In Mechanical Final Foundation -Forms & Rebar Framing Plumbing Final Foundation - Backfill Insulation/Energy Conserv.Site Drainage Basement Under F lour Slab Drywall Building Final Plumbing Rough-In OTHER COMMENTS: rc ~~~ E~~kw~l f.UilLG ~~GY INSPECTION RF,SULTS: REASONS: INSPECTOR: APPROVEC) - PROCEED ^ WORK NOT READY UNABLE TO INSPECT ^ NO PERMIT ISSUED CORRECT WORK- PROCF,ED ^ CORRECTIONS INCOMPLETE CORRECT WORK - (:ALL F'C7K 1NSPF.CTIUN ^ UNABLE. TO ACCESS STON WORK ORDER -SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. M~-i-i~i ~i'ti~hi MONTI('F~L.LO PERMIT #: ADDRESS: OWNER CITY OF MONTICELLO OBSERVATION NOTICE CONTRACTOR: Footings Foundation - .Forms & Rebar Foundation - Backfill Basement LJnder Floor Slab Plumbing Rough-In COMMENTS: DATE TIME Scheduled 1 .- l.~ Completed Z,' Mechanical Rough-In ^ Mechanical Final Framing ^ Plumbing Final Insulation/Energy Conserv. ^ Site Drainage Drywall ^ Building Final OTHER: 5 INSPECTION RESULTS:REASONS: INSPECTOR: APPROVF,D - PROCEED WORK NOT READY UNABLE'1'O INSPF.(.'T NO PERMIT ISSUED COKREC'T WORK -PROCEED CORREC"PIONS INCOIVIPI,ETE ORRECT WORK -CALL FOK l1NABLE'1'O ACCESS INSPECTION STOP WORK ORDER -SEE ABOVE DO .NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. CITY OF MONTICELLO rrilf~/' OBSERVATION NOTICE raa~~~.a~ .. n~c)nr•ricF~.,c.c~ DATE TIME Scheduled Completed S/ PERMIT #: ~--~ -- ADDRESS: ~ ~,~ C~ v p~_~~ 1~ n O '~ OWNER: __ CONTRACTOR: Footings ^ Mechanical Rough-In Mechanical Final Foundation -Forms & hebar ^ Framing Plumbing Final Foundation - Backfill ^ Insulation/F,nergy Conserv.Site Drainage Basement Under Floor Slab ^ Drywall Building Final Plumbing Rough-In ^ OTHER COMMENTS: INSPECTION RESUIaTS:REASONS: INSPF("COR: APPROVI~:D - PROCEED WORK NOT READY UNABLE'I'O INSPECT NO PERMIT ISSUED CORKt':C"I' WORK - PKOCF..F.D CORRECTIONS INCOMPLETE. ORRFC:T WORK - C'AI,I. FOR UNABLE TO ACCESS INSPECTION STOP WORK ORDER -SEE ABOVE DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. CITY OF MONTICELLO OBSERVATION NOTICE i~ih7i~i~~"~ih~'. MONTiCF.I,I.() DATE TIME Scheduled l ~y Completed sr 3 PERMIT #: ~j- $ l~ a ADDRESS: ' OWNER: CONTRACTOR: U~IaIrYlQ.rt ~..w.. Footings Foundation -Forms & Rebar Foundation - Backfill Bascmelat lJnder Floor Slab Plumbing Rough-ln COMMENTS: Mechanical Rough-In ^ Framing ^ Insulation/Energy Conserv. ^ Drywall ^ OTHER Mechanical Final Plumbing Final Site Drainage Building Final D/B~7~d 7X`Ire~ INSPECTION RFSt1LTS: REASONS: INSPECTOR: s- APPROVED -PROCEED ^ WORK NOT REAUY lINA6LE'1'O INSPECT ^ NO PERMIT ISSUEU CORREC'T WORK -PROCEED ^ CORRECTIONS INCOIVI PLF.TE CORRF.,C'T WORK - C"ALL FOR INSPEC"I~ION ^ UNABL.F, TO ACCESS STOP WORK ORDER -SEE ABOVF, ^ DO NOT OCCl1PY r Please call (763) 295 - 3060 for next inspection ~ 24 hours in advance. r .' ~ i~i~ih~ii~iiM', MON'I'ICELLO PERMIT #: ADDRESS: OWNER: CITY OF M.ONTICELLO OBSERVATION NOTICE CONTRACTOR: Footings Foundation -Forms & Rebar Foundation - Backtill Basement Under Floor Slab Plumbing Rough-In DATE TIME Scheduled l,li d Completed Mechanical Rough-In E+,raming Lnsulation/Energy Conserv. Drywall OTFiF.R Mechanical Final Plumbing Final Site Drainage Building Final COMMENTS: dl ~ZrC 7GI7 ~l-G~ ~.lG~r/~y riseit D 3~~~~~~ / ~0-3 E itlsi`Ok~yD,o7sra./~//L o.~a~.~/~.~r cr 4~~0 ~ INSPECTION RESLILTS: APPROVED-PROCEED UNABLE'I'OINSPECT CORRECT WORK -PROCEED C'ORRF,C:T WORK -('ALL F'Olt INSPECTION REASONS: INSPECTOR: woRK No'I' REAnv NO PERMIT ISSIIEU C:ORRECTIONS INCOIVIPLF.TE I.JNABLE'1'OACC:k:SS STOP WORK ORDER -SEE ABOVE DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection -- 24 hours in advance. CITY OF MONTICELLO OBSERVATION NOTICE ihy-i~~i~iirk', MONTiCF.1.LO DATE TIME Scheduled l . Completed r ~~ PERMIT #: ADDRESS: ~~~_~ \~ ~'~ ~ ~~~_ ~ 9-_Q OWNER: CONTRACTOR: _ _. _. W__ _ _ Footings Foundation -Forms & Rebar Foundation - Backtill Basement Under Floor Slab Plumbing Rough-In COMMENTS: Mechanical Rough-ln Framing Insulation/Energy Conserv. Drywall OTHER: Mechanical Final Plumbing Final Site Drainage Building Final S ,~ tsa/l~e~.or ~/sGs~ P~~ ~ w f .ter y INSPECT~UN RESULTS:REASONS: 1NSPEC"roR: ~~ ~ APPROVED - PROCEE,U WORK N()'1' READY UNABLE TO INSPECT NO PERMIT ISSLiED CORRF;C:T WOKK- PROC'1!:ED C.'ORK(!;CTIONS INCOMPLETE CORRECT WORK -CAL, I. FOR INABLF. TO ACCESS INSPECTI(.)N STOP WORK ORDER -SEE ABOVE ^ ll0 NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. rso F' ,- ~~ CITY OF MONTICELLO OBSERVATION NOTICE i~~~~ ~t;i;e;hi MON'1'I('F.i,L.U DATE TIME Scheduled Completed 7 PERMIT #: ~~ ~.., AnnRESS: OWNER: CONTRACTOR: Footings Mechanical Rough-In Mechanical Final Foundation -Forms & Rebar Framing Plumbing Final Foundation - Backfill Insulation/Energy Conserv.Site Drainage Basement Llnder Floor Slab Drywall Building Final Plumbing Rough-In OTHER COMMENTS: INSPECTION RESULTS: REASONS: INSPrcTOR: APPROVF,D - PRC)("F,ED ^ WORK NOT READY lIN,161.,E T'O INSPECT' ^ NO PERMIT ISSUED C:ORREC:'I' WORK- PROCEED ^ COItRECT10NS INCOMPLETE., CORKECT WORK - C:'AL,L H'OR INSPE("TION ^ UNAF;LE'1'OACCF_,SS STON WORK ORDER -SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 30b0 for next inspection - 24 hours in advance. A ~~ '~ idih~iRi~i~iM' NroN-rrcF~~.r.o PERMIT #: ADDRESS: CITY OF MONTICELLO OESERVATION NOTICE DATE TIME Scheduled _~~ Completed OWNER: CONTRACTOR: Footings Mechanical Rough-In Mechanical Final Foundation -Forms & Rebar Framing Plumbing Final Foundation - Backfill Insulation/Energy Conserv.Site Drainage Basement Under Floor Slab Drywall Building Final Plumbing Rough-In OTI~IER H ~~ ~~ ~ ~ e- ~.k - C~Cam. ~_~' ~~ ~ ~'~ u ~~ NSNECTION RESL.ILTS: REASONS: INSPECTOR: APPROVED -- PROCEED ^ WORK NOT READY UNAI3LF. TO INSPE(:T ^ NO PERMIT ISSUED COKKECT' WORK- PROCEF,D ^ CORRECTIONS INCONIPLE"1'E CORKECT WORK -CALF, H'OR INSF'E(:'TION ^ l1NABLE TO ACC.:F,SS STOP WORK ORDER -SEE ABOVE ^ DO .NOT OCCUPY Please call (763) 295 - 3060 for next inspection -- 24 hours in advance. i ~- ~~ CITY OF MONTICELLO OBSERVATION NOTICE MONTiCELL[) PERMIT #: O .. ~ ~~ ADDRESS: ~ ~ ~ OWNER: CONTRACTOR: Footings Mechanical Rough-In Mechanical Final Foundation -Forms & Rebar Framing Plumbing Final Foundation - Rackfill Insulation/Energy Conserv.Site Drainage Basement [lnder Floor Slab Drywall Building Final Plumbing Rough-In OTHER COMMENTS: I SPECTION RESLJLTS: APPROVED - PROC:EF,D UNABL,E 7"O INSPFC'I' CORRF.C7" WORK -PRO(: F.F..D C'ORRF.C:T WORK -CALL FOR INSPF,CTION STOP WORK ORDER DATE TIME Scheduled Y ~ Completed a- '~.. d ~s[~ REASONS: INSPECTOR: ~~ ~ WORK NO"T RF,ADY NO PERMIT ISSUED CORRECTIONS IN(~ONIPLE"I'E UNABLE TO ACCESS SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. r;`,, ~ -°'a~1 CITY OF M ONTICELLO TION NOTICE N101YTiCELLU PERMIT #: ADDRESS: OWNER: CONTRACTOR: REASONS: Footings Mechanical Rough-In Mechanical Final Foundation -Forms & Rebar Framing Plumbing Final Foundation - Backfill Insulation/Energy Conserv.Site Drainage Basement Under Floor Slab Drywall Building Final Plumbing Rough-In OTHER COMMENTS: Ex ~~r1c~ •r f 5 S7n r i •SV w 1 A- 1~ L G~2 7 ~,po ~ 25 W '4 A-LK- Lvw a 1~1F.+uT [ t Q A• a F! ~ k1 f1Llw•4 Rt ,,.,, C3 /~ k F,.l~~l _r?~4 v- ~ w cr S T~Tly:A13 H rtN ~ ~-' s N F G Irf G pIS ~f nlj~ LL J w. ~ N~Fr S - lytJy cI.~A+~ cvN~tRo~t ~-ass ~av,- -tZ9s of o s 12E ,.~ E - rc. 8:t N ~ ~~S~t~R&s31~~' SY aa ar R T ~N _ ~ Ivor ~ INSPECTION RESULTS: APPROVED -PROCEED UNABLE TO INSPECT CORRECT WORK -PROCEED DATE TIME Scheduled 1 _ ~C~ ..1 Completed 7- ~ -~5 3:, ~ r. -M. INSPECTOR: WORK NOT READY NO PERMIT ISSUED CORRECTIONS INCOMPLETE CORRECT WORK -CALL FOR ^ UNABLE TO ACCESSINSPECTION STOP WORK ORDER -SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. y ro z ~ oy Zy O C/~ C~ 1-dd ~.,~ Y (~ O r~ z b O ~ z a C C d ro ~ n ~, 0 C ~ o coo c~ ~. ~' O ~ ~ b d n p fD '~ C7 try C R a a. ti O O ~ c o~ Q~~~. o a ~ ~ ~• C ~ '~ o 4 ~ n e r~ r~ CD w ro ~. ro P- n O ~~ wN TO O G ~ ~ 7 ~ Q. a CG rn n ~ 0 0 0 ti w ao~ a~~ o C) n CD ry Q. 4 .*, O CD n O W D d r"'~ Y f H rr~~ VJ O y C] ~•'r C" -~ r :~ n n 0 0 n O CC 3 n D 0 O n n n O hJT E RTES Letter of Transmittal Client: Wal-Mart Stores,lnc. Braun Intertec Project No: SP-04-07304 Transmittal No: 9 To: Fred Hatch From: Braun Intertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN SS117-1943 Suite 1 Monticello, MN 55362-8831 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Claritlcation Concrete Tests 1 2, 4, 10-29, 31-33, 36-37 Masonry Tests 1 1-6 Transmittal List Information Sent BRR Concrete Tests, Masonry Tests City of Monicello Concrete Tests, Masonry "Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests, Masonry Tests Weis Builders Concrete Tests, Masonry Tests Signature: Sent By: Rasmussen Christopher Phone: (651) 487-3245 Rw. si~oa • Providing engineering and environmental solutions since 1957 B RAU N INTERT~C Braun Inferfec Gorporafion I Phone: 651.487.3245 245 East Roselawn Avenue fox: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/XO/os Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, lnc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar 5t. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:2 SC Mix Design:Footing Date Cast:11/10/2004 Supplier:Granite City R. M. Tune Cast:3: I S pm Specified Air (%):0-5 Date Received:11/11/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)3 Ticket Number:120 Measured Air (%):2.3 Cylinders per Set:4 Concrete Temp (°F):71 Cylinders Cast $y:JV/BI-Braun Air Temp (°F):44 Liquid Added On Site:None Sample Location: Footing-Grid Line J between grids 1.2 & 2.2+- Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength .Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.'-)psi) Type Method*Code(s) 2A 1 6 7 107500 6.00 28.27 3800 D N F: 2B 1 27 28 145500 6.00 2$.27 5150 D N K: 2C 1 27 28 151000 6.00 28.27 5340 D N K: 2D 1 34 35H Capping Metdrvd: N~ASTMC 1231, Unborzded Caps S=ASTM C' 617, Szelfitr Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 52/ 78 Sample Notes: Batched 2:41, Arrived 3:00, Empty 3:23 TYl'E5 OF FRACTURE Copies to: A B C D E Cone Cone & Gone ~ Shear Cplumnar Split Shear Christopher Rasmussen Project Manager 1'rnviding engineering and environmental solutions since 1957 BRAY N INTERTEC: Braun Infertee Corporation Phone: 651.487.3245 245 East Roseawn Avenue Fax: 651.487.1 S 1 2 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/10/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, loc. Project Desc: Wal-Mart Supcrcemer Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-64$9 Monticello, MN Field Test Conditions and Results Set Number:4 SC Mix Design:Wall Date Cast:11/15/2004 Supplier:Granite City RM Time Cast:2:50 pm Specified Air (%):4.5-7.5 Date Received:11/16/2004 Specified Strength (psi):30D0 Measured Slump (in.): (ASTM C 143)2 3/4 Ticket Number:87 Measured Air (%):4.5 Cylinders per Set:4 Concrete Temp (°F):68 Cylinders Cast By:JV/Bl-Braun Air Temp (°F):51 Liquid Added On Site:None Sample Location: Foundation Wall-G rid Line 1 between grids B & C.5 Compression Test Results Field Lab l'est Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sariaple No.days) (days)days)pounds)inches)in.a)psi) Type Method*Code(s) 4A 1 6 7 125000 6.00 28.27 4420 D N B: 4B 1 27 28 161500 6.00 28.27 5710 D N K: 4C 1 27 28 157000 6.00 28.27 5550 D N K: 4D 1 34 35H Capping Method.• N=ASTM C 1 z31, Unbonded Caps S=ASTM C 617, Su[fi~r Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. K: Thy above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 56/ 67 Sample Notes: Batched 2:06, Arrived 2:30, Empty 8:05 d TYPES OF FRACTURE Copies to: A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERT~C Braun Intertec Corporation Phone: 651.487.3245 245 East Raselawn Avenue Fdx: 651.487.181 `L St. Paul, MN 55117 Web: 6rouninterfec.com Cotxxpressive Strength of Concrete Cylinder Report Date: 1/5/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-.Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St, and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Couditions and Results Set Number:10 SC Mix Design:Footing Date Cast:1 l /23/2004 Supplier:Granite City RM Time Cast:3:10 pm Specified Air (%):0-5 Date Received:11/24/2004 SpeciEed Strength (psi):3000 Measured Slump (in.): (ASTMC 143)2 1/2 Ticket Number:111 Measured Air (%):3.0 Cylinders per Set:4 Concrete Temp (°F):63 Cylinders Cast By:1VBI-Braun Air Temp (°F):34 Liduid Added On Site:None Sample Location: Footing-Retaining wall-Grid Line K between grids 7 and 9.3+- Comaressioln Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.~)psi) Type Method*Code(s) l0A 1 6 7 128500 6.00 28.27 4540 D N F: lOB 1 27 28 167000 6.00 28.27 5910 D N K: lOC 1 27 28 168500.d.00 28.27 5960 D N K: lOD 1 34 35 CappingMethod: N=ASTMC 123.1, Unbonded Caps S=ASTMC 617, Szdfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results, K: The above 28-day test meets the specifeied strength. General Remarks: Field Cure Temp: 48/6$ Sample Notes: Batched 3:02, Arrived 3:20, Empty 3:45 T'YPES OF P1Z4CTUR~ Copies to: A B C D ~ Cone Cone $~ Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Braun Intertec Corporation I Phone: 651.187.3245 245 East Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: braunintertec.com Compressive Strengtl;< of Concrete Cylinder , Report Date: 1/5/os Test Method: ASTM C 39, 6 X 12 Cylinder Client: RichardMisenhimer ProjectNo.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:I 1 SC Mix Design:Footing Date Cast:11/24/2004 Supplier:Granite City RM Time Cast:2:55 pm Specified Air (%):4.5-7.5 Date Received:11/26/2004 Specified Strength (psi):3500 Measured Slump (in.): (ASTM C 143)3 Ticket Number:111/ 64836 Measured Air (%):5.4 Cylinders per Set:4 Concrete Temp (°F):70 Cylinders Cast By:JVBI-Braun Air Temp (°F):35 l..iquid Added On Site:None Sample Location: Loading Dock Retaining Wall- Grid K S of Grid 4, lower 1/3 Compre ssion Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days)days)pounds)inches) (in.~) (psi)Type Method*Code(s) 11 A 2 5 7 1 16000 6.00 28.27 4100 D N F: l 1 B 2 26 28 144000 6.00 28.27 5090 D N I{: 11 C 2 26 28 140000 6.00 28.27 4950 D N K: ID 2 33 35H Capping Method.' N=ASTMC 1231, Unbonded Caps S=ASTM C 6.17, Sitlfitr Caps. Break Remarks: F: The specified strength was met at the 7-day age accordin; to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Sample Notes: Batched 2:l 1, Arrived 2:22, Empty 3:00 Copies to: TYPES OF FRACTURE A B C Q E Cone Cone & Cone & Shear Columnar Split Shear C.~ r Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRA41N i3raunlntertecCorparation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 INT~RTEC St. Paul, MN 55117 Web: brauninterfec.eom Compressive Strengtlx of Concz-ete Cylinder Report Date: 1/5/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhirner Project No.: 5P-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Stare #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentanville, AR 72716-6489 Monticello, MN Field Test Conditions and Results fSet Number: 12 5C Mix Design: Wall Date Cast: 11/29/2004 Supplier: Granite City RM Time Cast: 3:20 pm Specified Air (%): 6-+/-1.5 Date Received: 11/30/2004 Specified Strength (psi): 3500 Measured Slump (in.): (ASTMC 143) 4 Ticket Number: 128 Measured Air (%): 6.9 Cylinders per Set: 4 Concrete Temp (°F): 65 Cylinders Cast By: JVBI-Braun Air Temp (°F): 35 Liduid Added Qri Site; 3 Gal. Superplasticiaer Sample Location: Foundation Wall -Grid Line J from Grid 9 to 8'N of Grid 11, .Lower 1 /2+/- Com Xessioln Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (inches) (in?) (psi) Type Method'k Code(s) 12A l 6 7 95000 6.00 28.27 3360 D N B: 12B 1 27 28 130000 6.00 28.27 4600 D N K: 12C 1 27 28 130000 6.00 28.27 4600 D N K: 12D 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 40/60 TYPES OF FRACTURE Copies to: q B C D E Cone Cone 8~ Cone ~ Shear Columnar Split Shear V/ ~ Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN INT~RTEC Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 5t. Paul, MN 55117 Web: hraunintertec.com Collxapressive Stren~ h of Colncrete Cylinder Report Date: 1/5/OS Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, loc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:13 SC Mix Design:Footing Date Cast:11/29/2004 Supplier:Granite City RM Time Cast:4:OS pm Specified Air (%):0_5 Date Received:11/30/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)4 Ticket Number:86 Measured Air (%):2.8 Cylinders per Set:4 Concrete "Temp (°F):64 Cylinders Cast Sy:JV/Braun Air Temp (°F):29 Liquid Added On Site:None Sample Location: Footing Grid Line B, from Grid 1 to Grid 2.5+/- Coizagressian Test Results Field Lab Pest Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample N'o.days) (days)days)pounds)inches)in.z)psi) Type Method*Code(s) 13A 1 6 7 102500 6.00 28.27 3630 D N F: 13B 1 27 28 140000 6.00 28.27 4950 D N K: 13C l 27 28 145000 6.00 28.27 5130 D N K: 13D 1 34 35H Capping Method: N=ASTMC 123X, Unbonded Caps ~S-=ASTMC 617, Sulfur Caps. Break Remarks: F: The specif ed strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 40/60 TYPES OF FRACTURE Copies to: - A B C ~ E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing en,~tineering and environmental solutions since 1957 BR~-uN INT~RT~C Braun Infertec Gorporafion Phone: 651.487.3245 245 Fasf Roselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: 6rauninterteccom Compressive Strength of Concrete Cylinder Report Date: 1/5/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, lnc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:14 SC Mix Design:Wall Date Cast:l ]/30/2004 Supplier:Granite City RM Time Cast:4:17 pm Specified Air (%):6+/-1.5 Date Received:12/1/2004 Specified Strength (psi):3500 Measured Slump (in.): (ASTM C '143)4 3/4 Ticket Number:119 Measured Air (%):b.2 Cylinders per Set:4 Concrete Temp (°F):64 Cylinders Cast By:KJKBraun Air Temp (°F):36 Liquid Added On Site:9 Gal. Water Sample Location: Wall on Grid Lines A.1 and B from 1 to 2.1 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample Na.~days) (days)days)pounds)inches)in.z)psi) Type Method*Code(s) 14A 1 6 7 105000 6.00 28.27 3710 D N F: 14B 1 27 28 131000 6.00 28.27 4630 D N K: 14C 1 27 28 137000 6.00 28.27 4850 D N K: 14D 1 34 35H Cappzng Method N=ASTr>rI C 1231, Unbonded Caps S=ASTM C 617, Su fur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 40/66 Copies to: TYPES QFFRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN iN r~R-rtc: Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec.com Coaixlipressive Strength of Concrete Cylinder Report Date: l/5/OS Test .Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SF-04-07304 Wal-Mart Stores, Tnc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. az~d School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 15 SC Mix Design: Footing Date Cast: 11/30/2004 Supplier: Granite City RM Time Cast: 4:58 pm Specified Air (%): 0-S Date Received: 12/]/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTMC 143) 2 1 /2 Ticket Number: 71 Measured Air (%): 2.2 Cylinders per Set: 4 Concrete Temp (°F): 63 Cylinders Cast By: KJK/Braun Air Temp (°F): 34 Liquid Added On Site: 5 Gal. Water Sample Location: Pads at Grid Points C & 2, C & 4 C 8e 5, and the Bottom 1/2 of Pad at C & 6 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.Z)psi) Type Method*Code(s) 15A 1 6 7 125000 6.00 28.27 4420 D N ,F: 15B 1 27 28 168000 6.00 28.27 5940 D N K: 15C 1 27 28 168000 6.00 28.27 5940 D N K: 15D 1 34 35H Capping Method: N=ASTMC 1?31, Unbonded Caps S=ASTMC 6.17, Sxtlfiir Caps. Break Remarks: P: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 40/66 Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear V/ V Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN Broun Intertec Corparalion Phone: 651.4$7.3245 245 Fast Roselawn Avenue Fax: b51.487.1 812 INTERTEC st. Pain, MN 55117 Web: braunintertec.com Compressive Strength o~ Concrete Cylinder Report Date: 1/5/OS Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project Na.: SP-04-07304 Wa1-Mart Stores, Tnc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 16 WM/SC Mix Design: Footing Date Cast: 12/1/2004 Supplier: G.C.R. M. ' Time Cast: 3:45 pm Specified Air (%): 0-5 Uate Received: 12/2/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143) 2 3/4 Ticket Number: 123 Measured Air (%): 2.6 Cylinders per Set: 4 Concrete Temp (°F): 65 Cylinders Cast By: JVBraun Air Tecnp (°F): 33 Liquid Added On Site: None Sample Location: Footing -Grid Line B from Grid 4.8 to 7f Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.z)psi) Type Method*Code(s) 16A 1 6 7 116500 6.00 28.27 4120 D N F: 16B 1 27 28 159000 6.00 28.27 5620 D N K: 16C 1 27 28 164000 6.00 28.27 5800 D N K: 160 1 34 351"I Capping Methvd: N=ASTM C I Z31, Unbvnded Caps S=AS7"M C 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Fiend Cure 'Temp: 40/64 Copies to: TYPES OF FRACTURE A B C ^ E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 eRauN INTERTEC Braun Int®rtec Corporation I Phone: 651.487.3245 245 Eost Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/5/O5 Test Method: ASTM C 39, 6 X 12 Cylin der Client: Richard Misenhimor Project No.: SP-04-07304 Wal-Mart Stores, lnc.Prnject Desc: Wal-Mart Suporcenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:17 WM/SC Mix Design: Wall Date Cast:12/1/2004 Supplier: G.C.R.M. Time Cast:4:40 pm Specified Air (%): 0-5 Date Received:12/2/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143)3 3/4 Ticket Number: 87 Measured Air (%):5.5 Cylinders per Set: 4 Concrete Temp (°F):64 Cylinders Cast By: 7VBraun Liquid Added On Site:None Sample Location: Piers - Ga~id H, Grid s 2 to 7, Grid G2, C-4 & C-5 Com ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.z) (psi) Type Mothod* Code(s) 17A 1 6 7 111000 6.00 ~ 28.27 3930 D N F: 17B 1 27 28 149000 6.00 28.27 5270 D N K: 17C 1 27 28 143000 6.00 28.27 5060 U N K: 17D 1 34 35H Capping Method: N=.ASTMC 1?31, Unbonded Caps S-ASTMC 617, Su fur Caps. Break Remarks: F: The specified strength was met at tho 7-day ago according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 40/64 Copies ta: TYPES OF FRACTURE A B C q E Cone Cone S~ Cone $~ Shear Columnar Split Shear Christopher Rasmussen Project Manager 1'rovtiding engineering and environmental solutions since 1957 BRauN INTERTEC Braun Intertec Corporation Phone- 651.487,3245 245 East Roselawn Avenue Fax: 651.487.181 2 St. Paul, MN 55117 Web: braunintertec.com Colmpressive Strength off' Concrete Cylinder Report Date: 1/3/05 Test Method: ASTM C 39, 6 X 12 Cylinder ' Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditiolns and Results Set Number:18 WM/SC Mix Design:Footing Date Cast:12/2/2004 Supplier:G.C.R.M. Time Cast:3:40 pm Specified Air (%):0-5 Date Received:12/3/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)3 Ticket Number:85 Measured Air (%):2.8 Cylinders per Set:4 Concrete Temp (°F):60 Cylinders Cast By:7VBraun Air Ternp (°F):28 Liquid Added On Site:None Sample Location: Footing Pads -Grid s G-2, G-3, G-4, G-5 Compressiou Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Toad Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.z)psi) Type Method*Code(s) SA 1 6 7 121 S00 6.00 28.27 4300 D N F: 18B 1 27 28 144000 6.00 28.27 5090 C N K: 18C 1 27 28 147000 6.00 28.27 5200 E N K: 180 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=AS1"MC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the' 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Ternp: 40/64 Copies to: TYPES OF FRACTURE A B C p E Cone Cone & Cone 8 Shear Cglumnar Split Shear Christopher Rasmussen ~~ Project Manager I'rnviding engineering and environmental solutions since 1957 BRauN INTERTEC Braun Infertec Corpormion Phone: 651.487.3245 245 Epst Roselawn Avenue Fax: 651.487.1 81 2 5t. Paul, MN 55117 Web: braunintertec.com Compressive Strength o~ Concrete Cylinder Report Date: 1/3/05 Test Method: ASTM C 39, 6 .X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and Schaol Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:19 VJM/SC Date Cast:12/2/2004 l'ime Cast:4:25 pm Date Received:12/3/2004 Measured Slump (in.): (ASTM C 143)4 Measured Air (%):6.3 Concrete Temp (°F):65 Air Temp (°F):2$ Liquid Added On Site:Nona Sample Location: Piers -Grids 2, F-2 to F-5 Field Lab Test Cure Cure Age Sample No.days) (days)days) 19A 1 6 7 19B 1 27 28 19C 1 27 28 19D 1 34 3SH Mix Design:Wall (3500) Supplier:G.C.R.M. Specified Air (%):6+/-1.5 Specified Strength (psi):3000 Ticket Number:120 Cylinders per Set:4 Cylinders Cast By:JV/Braun Com cession Test Results Cylinder Cylinder Max Load Diameter Area Strength Fracture pounds)inches)in.a)psi)Type 1OS000 6.00 28.27 3710 D 127000 6.00 28.27 4490 E 132000 6.00 28.27 4670 E Capping Remarks Method* Code(s) N F: N K: N K: Capping Method: N=AS1'MC 123.1, Unbonded Caps S=ASI'MC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day ate according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Ternp: 40/64 TYPFS QF FRACTURE Copies to: A B C D E Cone Cone & Cone $~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC 8roun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fox: 651.487.1812 t. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/4/05 Test Method: ASTM C 39, 3 X 6 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, lnc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:20 SC Mix Design:Wall (3500) Date Cast:12/3/2004 Supplier:G.C.R.M. Time Cast:12:45 pm Specified Air (%):6+-1.5 Date Received:12/6/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)3 Ticket Number:120 Measured Air (%):6.3 Cylinders per Set:4 Concrete Temp (°F):62 Cylinders Cast By:MLWBraun Air Temp (°F):30 Liquid Added Qn Site:None Sample Location: Piers-Grid Line G from Grid 2 to Grid 7 Albertville TO BREAK Comuression Test Results Field Lab Test Cylinder Cylinder Curti Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.~)psi)Type Method*Code(s) 20A 3 4 7 95960 6.00 28.27 3390 D N F: 20B 3 25 28 138600 6.00 28.27 4900 A N K: 20C 3 25 28 142100 6.00 28.27 5030 D N K: 20D 3 32 3SH Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Si~lfi~r Caps. freak Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The abave 28-day test meets the specified strength. General Remarks: Field Cure Temp: 43/ 66 Sample Notes: Batched 12:06, Arrived 12:25,1~mpty 117 TYPES OF FRACTURE Copies to: A B c o E Cone Cone 8 Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Braun Intertec Corporation Phone: b51.487.3245 245 East Roselawn Avenue Fax: b51.487.1812 St. Paul, MN 55117 Web: braunintertec.com Compressive Strenb h of Concrete Cylinder Report Date: 1/4/05 Test Method: ASTMC 39, 3 X 6 Cylinder Ciient: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. .Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar 5t. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:21 SC Mix Design:Footing Date Cast:.12/3/2004 Supplier:G.C.R.M. Time Cast:2:30 pm Specified Air (%):0-5 Date Received:12/6/2004 Specified Strength (psi):300p Measured Slump (in.): (ASTMC 143)3 Ticket Number:87 Measured Air (%):2.6 Cylinders per Set:4 Concrete Ternp (°F):65 Cylinders Cast By:JGV-BIBraun Air Temp (°F):37 Liquid Added On Site:Nape Sample .Location: Footing- Ramp Footing -North Lo ading Dock Albertville TO BREAK Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.~)psi)Type Method*Code(s) 21A 3 4 7 95640 6.00 28.27 3380 B N F: 21B 3 2S 28 150240 6.00 28.27 5310 A N K: 21 C 3 25 28 156810 6.00 28.27 5550 A N K: 21D 3 32 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 43/ 66 Sample Notes: Batched 1:43, Arrived 2:05, Empry 2:40 TYPES OF FRACTURE Copies to: A B C D E Cone Cone & Cone 8< Shear Columnar Split Shear V ~ Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAN INTERTEC Braun Intertec Corporation Phone: b51.487.3245 245 East Roselawn Avenue fax: b51.487.1 812 SI. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Corncrete Cylinder Report Date: 1/5/05 Test Method: ASTM C 39, 3 X 6 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Suporcenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St, and School Blvd, Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:22 SC Date Cast:12/6/2004 Tirne Cast:3:10 p-n Date Received:12/7/2004 Measured Slump (in.): (ASTM C 143)3 1/2 Measured Air (%):5.1 Concrete Temp (°F):60 Air Temp (°F):36 Liquid Added On Site:None Sample Location; Foundation Wall @ J-9.5 Field Lab Test Cure Cure Age Sample No.days)days)days) 22A 1 6 7 22B 1 27 28 22C 1 27 28 22D 1 34 35H Mix .Design:T237 Supplier:Granite City Specified Air (%):0-5 Specified Strength (psi):3500 T'icket Number:87/ 65030 Cylinders per Set:4 Cylinders Cast By:TSBraun Compression Test Results Cylinder Cylinder Max Load Diameter Area pounds)inches)in.Z) 127340 6.00 2827 176750 6.00 2$.27 173400 6.00 2$.27 Strength Fracture Capping psi)Type Method* 4500 D N 6250 D N 6130 A N CappingMethod: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfz~r Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure 'Pomp: Sample Notes: Batched 2:29, Arrived 2:42, Empty 3:10 Copios to: TYPE5 OF FRACTURE Remarks Code(s) F: K: K: A B C D E Cone Cone & Cone & Shear Columnar Split Shear An Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAiJN INT~RTEC Braun Intertec Corporation Phone: 651.487.3245 245 East Rosc~lawn Avenue Fax: 651.4$7.1812 St. Paul, MN 551 17 Web: braunintertec.tom Compressive Strength of Concrete Cylinder Report Date: 1/5/OS Test Method: ASTMC 39, 3 X 6 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:23 SC Mix Design:N203 Date Cast:12/6/2004 Supplier:Granite City Time Cast:not given Specified Air (%):N/R Date Received:12/7/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTMC 143)3 1/2 Ticket Number:1 1 9/ 65037 Measured Air (%):4.1 Cylinders per Set:4 Concrete Temp (°F):61 Cylinders Cast By:TSBraun Air Temp (°F):36 Liquid Added On Site:None Sample Location: Footings @ B.6-12 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.2)psi) Type Method*Code(s) 23A 1 6 7 118900 6.00 28.27 4210 D N F: 23B 1 27 28 157500 6.00 28.27 5570 A N K: 23C 1 27 28 153660 6.00 28.27 5430 A N K: 23D 1 34 35H CappingMethod; N-ASTMC IZ31; Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Sample Notes: Batched 4:34, Arrived 4:50, Eznpty 5:15 TYPES OF FRACTURE Copies to: A B C p E Cone Cone & Cane & Shear Cplumnar Split Shear ' Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN 8rcun Inferfec Corporation Phone: 651.4$7.3245 245 East Roselawn Avenue Fax: 651.487.1 81 2 INTERTEC Sf. Paul, MN 55117 Web: braunintertec.com Complressive Strength of Concrete Cylinder Report Date: 1/10/05 Test Method: ASTM C 39, 3 X 6 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test C onditions and Results Set Number: 24 SC Mix Design: T237 Date Cast: 12/7/2004 Supplier: Granite City Time Cast: 1:30 pm Specified Air (%): N/R Date Received: 12/8/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 1.43) 4 Ticket Number: 123/ 65065 Measured Air (%): 5.4 Cylinders per Set: 4 Concrete Temp (°F): 61 Cylinders Cast By: TS/Braun Air Temp (°F): 35 Liquid Added On Site: None Sample Location: Piers I-I-8 thru H-] 3 Compression ']Celt Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fractllre Capping Remarks Sample No.days)days)days)pounds)inches)iin.Z)psi)Type Method*Code(s) 24A 1 6 7 93670 6.00 28.27 3310 D N F: 24B 1 27 28 134840 6.00 28.27 4770 D N K: 24C 1 27 28 142650 6.00 28.27 5050 D N K: 24D 1 34 35H Capping Methad.~ N=AS7"NI C 1231, Unboncled Caps S=ASTM C 617, Sulfiir~ Cczps. Break Remarks: F: The speciFied strength was met at 'the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 40/ 60 Sample Notes: Batched 12:44, Arrived 1:07, Empty 1:36 TYPES OF FRACTURE Copies to: A B C D E Cgne Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN Brpun Inferfee Corporation Phone: 651.487.3245 245 Easr Roselown Avenue Fox: 651.487.1 812 NTE RTEC 5t. Paul, MN 551 17 Web: brauninrertec.com Compressive Strenbth of Concrete Cylin der Report Date: 1/10/05 Test Method: ASTM C 39, 3 X 6 Cylind er Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-OU 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:25 SC Mix Design: T237 Date Cast:12/7/2004 Supplier: Granite City Time Cast:3:20 pm Specified Air (%): 0-5 Date Received:12/8/2004 Specified Strength (psi): 3000 Measured Slump (in.): (AS`T'1VI C 143)3 /4 Picket Number: 123/ Measured Air (%):5.5 Cylinders per Set: 4 Concrete 'Pomp (°F):69 Cylinders Cast By: TS/Braun Air Temp (°F):36 Liquid Added On Site:None Sample Location: Foundation Wall B-10 Compression Test_Resnlts Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (iri.~) (psi) Type Method* Code(s) 2SA 1 6 7 106010 6.00 28.27 3750 D N F: 25B 1 27 28 142960 6.00 28.27 5060 A N K: 25C 1 27 2$140510 6.00 28.27 4970 A N K: 25D 1 34 35H Capping Method.• T1=ASTM C 1231, Unbonclerl Caps S=ASTM C 617, Sulfitr Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure 'Temp: 40/ 60 Sample Notes: Batched ,Arrived 3:10, Eanpty 3:40 Copies to: TYPES OF FRACTURE A B C Q E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BROUN INItKItL Braun Intertee Corporation Phone: 651.487,3245 245 East Roselawn Avenue Fox: 651.487.1 S 1 2 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: I/10/05 Tcst Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: 5P-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mark Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 26 WM/SC Mix Design: Wall (3500) T237 Date Cast: 12/8/2004 Supplier: G.C.R.M Time Cast: 11:1 p am Specified Air (%): None Date Received: 12/9/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143) 3 1/4 Ticket Number: 87 Measured Air (%): 6.9 Cylinders per Set: 4 Concrete Temp (°F): 69 Cylinders Cast By: J V/Braun Air Temp (°F): 33 Liquid Added On Site: None Sample .Location: Piers -Grid Line F Between Grids 8 and 12 (5) Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.=)psi)Type Method*Code(s) 26A 1 6 7 114950 6.00 28.27 4070 D N F: 26B 1 27 28 160610 6.00 28.27 5680 A N K: 26C 1 27 28 148510 6.00 28.27 5250 A N K: 26D 1 34 35H Capping.Nlethod: N-ASTMC ]231, Unbor:ded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 44/82 TYPES QFFRACTURE Copies to: A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN INT~RT~C Braun Intertec Gorporafion Phone: 651.487,3245 245 East Roselawn Avenue Fax: 651.487.1817. S1. Paul, MN 551 17 Web: braunintertec.com Compressive Strengtlx of Concrete Cylinder Report Date: 1/10/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 lvlonticello, MN Field Test Conditions and Results Set Number: 27 WM/SC Mix Design: N203 Date Cast: 12/8/2004 Supplier: Granite City T'ime Cast: 2:20 pm Specified Air (%): NR Date Received: 12/9/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143) 3 1/2 Ticket Number: 85/65102 Measured Air (%): 4.2 Cylinders per Set: 4 Concrete "Temp (°F): 62 Cylinders Cast By: TSlBraun Air Temp (°F): 86 Liquid Added On Site: None Sample Location: Column Pad E-8 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.Z)psi) Type Method*Code(s) 27A 1 6 7 121760 6.00 28.27 4310 D N F: 278 1 27 28 141010 6.00 28.27 4990 A N K: 27C 1 27 28 138110 6.00 28.27 4880 A N K: 27D 1 34 35I-I Capping Nlethoc~: N=ASTM C 1231, Unbvnc~ed Caps S=ASTM C 617, S:.rlfitr Caps. Break Remarks: F: The specited strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 44/82 Copies to: TYPES OF FF2ACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Braun Intertee Corporation Phone: 651.487.3245 BRAUN 245 East Roselawn Avenue Fax: 651.487.1 812 INTER7E~ 5t. Paul, MN 55117 Web: braunintertec.com Compressive Strenb h of Concrete Cylinder Keport llate: zi zurw Test Method: ASTM C 39, 6 X 12 Cylinder Client; Richard Misenhimer Project No.: SP-04-07304 Project Dese: Wal-Mart Supercenter Store #3624-00 Wal-Mart Stores, Inc. Southeast of Cedar St. and School 131vd. 2001 Southeast 10th Street MNMonticello Beritonville, AR 72716-6489 Field Test Conditions anal Results 28 WM/SC Set Number: 12/9/2004 Mix Design: T237 Granite CitySupplier: Date Cast: 11:10 am NRSpecifiedAir (%): Time Cast: 12/10/2004 Specified Strength (psi):8 ~ 0 Date Received: Measured Slump (in.): (ASTM C 143) 4 1/2 12 22 Ticket Number: 4 0 6 Measured Air (/o): 60 Cylinders per Set: Cylinders Cast By: TSBraun F):Concrete Temp ( 36 Air Temp (°F): Liquid Added On Site: 10 Gal. of Water to 10 Yards Sample Location: Piers at D-8 to D-12 Compression Test Results Field Lab Test Cure Cure Age Sample No.days)days)days) 2$A 1 6 7 28B 1 27 28 28C l 27 28 28D 1 34 35H Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.') 101550 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 3590 D N F' CappingNlethod.' N=ASTMC 123.1, Unbonded Caps S =ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test resz>lts. General Remarks: Field Cztre Temp: 40/72 TYPES OF FRACTURE Copies to: q g C ~ E Cone Cone 8~ Cane 8~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Braun Inferfec Corporafion Phone: 651,487.3245 245 East Roselawn Avenue I Fax: 651.487.1 812 5t. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/lo/os Test Method: ASTM C 39, 6 X 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, loc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:29 WM/SC Mix Design: N203 Date Cast:12/9/2004 Supplier: Granite City Time Cast:3:05 pm Specified Air (%): NR Date Received:12/10/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143)3 1/2 Ticket Number: 87/65130 Measured Air (%):Not Given Cylinders per Set: 4 Concrete Temp (°F):59 Cylinders Cast By: TSBraun Air'1'emp (°F):36 Liquid Added On Site:None Sample Location: Column Pads at Loading Dock (5) Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.Z) (psi) Type Method* Code(s) 29A 1 6 7 111420 6.00 28.27 3940 D N F: 29B 1 27 28 29C 1 27 28 29D 1 34 35H Capping Method.• N=ASTMC 123.1, Unbanr~ecl Caps S=ASTMC 6.17, Sztlfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 40/70 Copies to: TYPES OF FRACTURE A B C D E Cone Cpne 8~ Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager 1'rovidting engineering and environmental solutions since 1957 BRAID N Braun Inferfee Corporation Phone: 651.487.3245 245 East Raselawn Avenue Fax: 651.487.1 81 2 NTE RTC SI. Paul, MN 55117 Web: braunintertec.com Compressive Strength o~ Concrete Cylinder Report Date: 1/3/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No,: SP-04-07304 Wal-Mart Stores, lnc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test C onditions and Results Set Number; 31 WM/SC Mix Design: H 160 Date Cast: 12/15/2004 Supplier; Granite City Time Cast: 12:35 pm Specified Air (%): NR Date Received: 12/16/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143) 3 1/4 Ticket Number: 35 Measured Air (%): 3.2 Cylinders per Set: 4 Concrete Temp (°F): 63 Cylinders Cast By: TS/Braun Air Temp (°F): 36 Liquid Added On Site: 10 Gal. Water to 10 Yards Sample Location: Interior Slab-on-Grade EDC Sla b Com re ssion Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max .Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds)inches) (in.2) (psi) Type Method* Cnde(s) 31A 1 b 7 145300 6.00 28.27 5140 A N F: 3lB 1 27 28 31C 1 27 28 31D 1 34 35H CappingMethod: N=ASTMC .123X, Unbnnded Caps S=ASTMC 617, Szslfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Not Given Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear C.~ Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Compressive Strength of Concrete Cylinder Report Date: 1/3/05 Test Method: ASTMC 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 - Wal-Mart Stares,lnc. Project Dese: Wal-Mart Supercenter Store #3624-DO 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 7271 d-6489 Monticello, MN Field Test Conditions and Results Braun Intertet Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web: brauninterteccom Set Number:32 WM/SC Mix Design:Footing N203 Date Cast:12/15/2004 Supplier:GCRM Time Cast:4:05 pm Specified Air (%):None Date Received:12/16/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTMC 143)2 1/4 Ticket Number:87 Measured Aix (%):3.4 Cylinders per Set:4 Concrete Temp (°F):64 Cylinders Cast By:JWBraun Air Temp (°F):36 liquid Added On Site:None Sample Location: Footing Pads -Grid s E.3 - 13.5, E.3-13.25, 14.25- D.8, ] 4.25, 8'E of D.8 Compressi ou Test Results Field Lab Test Cure Cure Age Sample No.days) (days)days) 32A I 6 7 32B 1 27 28 32C 1 27 28 32D 1 34 35H Cylinder Cylinder Max 1,oad Diameter Area pounds) (inches)in.z) 122670 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4340 N F: Capping Method: N=ASTMC 123X, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Copies to: TYPES CF FRACTURE A B C D ~ Cone Cone & Cone & Shear Columnar Split Shear C ristopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN iNrE~r~c Braun Intertec Corporation Phone: 651.487.3245 245 Easf Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/3/05 Test Method: ASTMC 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-.Mart Stores, loc. Project Desc: Wal-Mart Snpercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:33 WM/SC Date Cast:12/16/2004 Time Cast:3 45 pm Date Received:12/17/2004 Measured Slump (in.): (ASTMC 143)4 Measured Air (%):4.5 Concrete Temp (°F):62 Air Temp (°F):28 Liquid Added On Site:None Sample Location: piers at Grid Line 1 4.25 Field Lab Test Cure Cure Age Sample No.days)days)days) 33A 1 6 7 33B 1 27 28 33C 1 27 28 33D 1 34 3SH Mix Design:T237 Supplier:Granite City Specified Air (%):NR Specified Strength (psi):3000 Ticket Number:85 Cylinders per Set:4 Cylinders Cast By:TSBraun Compression Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 103930 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 3680 D N F: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sz~lfzrr Capr. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Copies to: TYPES 4F FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Air.` t~ - Y 3, rn r ;', ti ;;{ ~ tatatatammmm i~~~l"PASR 9 W~ , 6. ' ~i~, i I i L _ BRAYN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C 39, 6 x l2 Cylinder Client: Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117 Report Date: 1/10/05 Phony: 651.487.3245 Fax: 6 51.4 8 7.181 2 Web: brauninterteccom Project No.: SP-U4-07304 Project Desc: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Field Test Conditions and Results Set Number:36 WM/SC Mix Design: Date Cast:12/2$/2004 Supplier: Time Cast:1:30 pm Specified Air (%): Date Received:12/29/2004 Specified Strength (psi): Measured Slump (in.): (ASTM C 143)4 Ticket Number: Measured Air (%):6.1 Cylinders per Set: Concrete Temp (°F):60 Cylinders Cast By: Air Temp (°F):34 Liquid Added Un Site:None Sample Location: Foundation Wall at B.35 - 15 Sample No. 36A 36B 36C 36D Test Results Cylinder Cylinder Diameter Area inches)in.2) 6.00 28.27 T237 Granite City NR 3000 85/65295 TS/Braun Strength Frachrre Capping Remarks psi) Type Method* Code(s) 4200 A N F: Capping IVlethod: N=ASTM C 1231, Unbonded Caps S=ASTM C 617, Sze fur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear J V -- Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Field Lab Test Cure Cure Age days)days)days) 1 6 7 l 27 28 1 27 28 1 34 35H Co Max Load pounds) 118885 6»•' I' ' br BR~V N 9raun Intertec Corporation Phone: b51.487.3245 t,"~' 245 East Raselawn Avenue Fax: 651.487.1812 St. Paul, MN 55117 Web: braunintertec.comINTERT~C Y sa; n,,r I JI r k. m Compressive Strength of Concrete Cylinder Report Date: 1/10/05 Test Method: ASTMC 39, 6 x l2 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:37 WM/SC Mix Design: N203 Date Cast:12/29/2004 Supplier: Granite City T'ime Cast:1:20 pm Specified Air (%): NR Date Received:12/30/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTMC 143)3 3/4 Ticket Number: 87/65331 Measured Air (%):6.3 Cylinders per Set: 4 Concrete Temp (°F):60 Cylinders Cast By: TS/Braun Air Temp (°F):28 Liquid Added On Site:None Sample Location: Footing Cmpressor House Compression Test Results Field Lab '1"est Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in Z) (psi) Type Method* Code(s) 37A 1 6 7 116420 6.00 28.27 4120 A N F: 37B 1 27 28 37C 1 2"1 28 37D 1 34 35H Capping Method: N=ASTMC .1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. Y General Remarks: Field Cure Temp: 55/76 Copies to: TYPES OF FRACTURE f; ~r~ A B C D E Gone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and envirnnmen.tal soluCtions since 1957 BRAUN INTERTEC Sampling and Testing Concrete Masonry Units ASTM C140 (Section 6, Compressive Strength) Specifications per ASTiYI C90 Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 5f. Paul, MN 551 17 Web: braunintertec.com Date: January 10, 2005 Project Number: SP-04-07304 Client:Project Description: Mr. Richard Misenhimer Wal-Mart 5upercenter, Store #3624-00 Wal-Mart Stores, ]nc.SE of Cedaz St. and School B 2001 SE 10th St.Monticello, MN Bentonville, AR 72716-6489 Sample Data Specified Dimensions Type of Unit:Plant Stretcher Nominal Width (in.): 8 Supplier & Plant:Aggregate Industries, Elk River Width (in.): 7 5/8 Date Cast Not given Height (in.): 7 5/8 Date Received:l2/30/04 Length (in.)~ 15 5/8 Laboratory Data Sample Number:IA 1B I C IJate Tested:1/7/05 1/7/05 1/7/05 Width (in.): Top 7 5/$7 5/8 7 5/8 Bottom 7 5/8 7 S/8 7 5/8 Height (in.): Pace 1 7 5/8 7 5/8 7 5/8 Face 2 7 5/8 7 5/8 7 5/8 Length (in.): Face 1 15 5/8 15 5/8 15 5/8 Face 2 15 5/8 15 5/8 15 S/8 Ultimate Load (lbs.):245,820 228,820 225,320 Net Cross Sectional Area (inz):62.0 62.0 62.0 Compressive Strength Analysis Sample Number:lA 1B 1C Average Specification Average Width (in.):7 5/8 7 S/8 7 5/8.7 5/8 7 4/8 to 7 6/8 Average HeighC(in.):7 5/8 7 5/8 7 5/8 7 5/8 7 4/8 to 7 6/8 Average Length (in.):15 5/8 15 5/8 1S 5/8 15 5/8 lS 4/8 to 15 6/8 Gross Area Compressive Strength (psi):2,060 1,920 1,890 1960 Net Area Cozttpressive Strength (psi):3,960 3,690 3,630 3760 Min 1900 Individual Specification:Min 1700 Min 1700 Min 1700 Remark: Net area is assumed Location J-1 cc: Reviewed By: f: Clfristopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Sampling and Testing Concrete Masonry Units ASTM 0140 (Section 6, Compressive Strength) Specifications per ASTM C90 Date: .lanuary 10, 2005 Client: Mr. Richard Misenltimer Wal-Mart Stores, Izte, 2001 SE 10th St. Bentonville, Alt 72716-6489 Braun Intertec Corporation I Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 5t. Paul, MN 55117 Web: braunintertec.com Project Number: SP-04-07304 Project Description: Wal-Mart Supercenter, Store #3624-00 SE of Cedar St. and School B Monticello, MN Sample Bata Specified Aimensions Type of Unit:Plain Stretcher Nominal Width (itt.):8 Supplier & Plant:Aggregate Industries, Blh River Width (in.):7 5/8 Date Cast-Not given Height (in.):7 5/8 Date Received:12/30/04 Length (in.):15 5/8 Laboratory Data Sample Number:2A 2B 2C Date Tested:1/7/05 1/7/05 1/7/05 Width (in.): Top 7 5/8 7 5/8 7 5/8 Bottom 7 5/8 7 5/8 7 5/8 Height (in.): Face 1 7 5/8 7 5/8 7 5/8 Pace 2 7 5/8 7 5/8 7 5/8 Length (in.): Face I 15 5/8 IS S/8 15 5/8 Face 2 15 5/8 15 5/8 IS S/8 Ultimate Load (16s.):265,340 260,220 256,620 Net Cross Sectional Area (inz):62.0 62.0 62.0 Compressive Strength r#nalysis Sample Number:2A 2B 2C Average Specification Average Width (inJ:7 5/8 7 5/8 7 5/8 7 5/8 7 4/8 to 7 6/8 Average Height (in.):7 5/8 7 5/8 7 5/8 7 518 7 4/8 to 7 6/8 Average Length (in.):1S 5/8 15 5/8 15 5/8 1~ 5/R 15 4/8 to 15 6/8 Crross Area Compressive Strength (psi):2,220 2,180 2,150 2180 Net Area Compressive Strength (psi):4,280 4,200 4,140 4210 Min 1900 Individual Specification:Min 1700 Min 1700 Min 1700 Remarks: Net area is assumed Location 1-2 cc: Reviewed By: Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 eRauN iNr~~r~c Sampling and Testing Concrete Masonry i)nits ASTM 0140 (Section G, Compressive Strength) Specifications per ASTM C90 Date: .lanuary 10, 2005 Client: Mr. Richazd Misentaimer Wal-Mart Stores, Tnc. 2001 SE 10th St. Bentonville, AR 72716-6489 Braun Intertec Corporation I Phone: 451.487.3?45 245 East Roselawn Avenue Fax: 451.487.1 812 St. Paul, MN 55117 Web: brauninterlec.cnm Project Number: SP-04-07304 Project Description: Wal-Mart Supercenter, Store #3624-00 SE of Cedar St. and School B Monticello, MN Sample Data Specified Dimensions Type of Unit:Plain Stretcher Nominal Width (in.):8 Supplier & Plan[:Aggregate Industries, irllc River Width (in.):7 5/8 Date Cast:Not given Height (in.)~7 5/8 Date Received:12/30/04 -Length (in.):15 5/8 Laboratory Data Sample Number:3A 3B 3C Date Tested:1/7/05 1/7/U5 1/7/D5 Width (in.): Top 7 5/8 7 5/8 7 5/8 Bottom 7 5/8 7 5/8 7 5/8 Height (in.): Face 1 7 5/8 7 5/8 7 5/8 Face 2 7 5/8 7 5/8 7 5/8 Length (in.): Pace l 15 5/8 15 S/8 15 5/8 Face 2 15 5/8 15 5/8 15 5/8 Ultimate Load (lbs.):216,900 169,980 229,800 Net Cross Sectional Area (inz):62.0 62.0 62.0 Compressive Strength Analysis Sample Number:3A 313 3C Average Specification Average Width (izz.):7 5/8 7 5/8 7 5/8 7 5/8 7 4/8 to 7 6/8 overage Height (in.):7 5/8 7 5/8 7 5/8 7 518 7 4/8 to 7 6/8 Average Length (ixt.):15 5/8 15 5/8 15 5/8 15 5/8 15 4/8 to 15 6/8 Gross Area Compressive Strength (psi):1,810 1,420 1,920 172D , Net Area Compressive Strength (psi):3,500 2,740.3,710 3320 Min 1900 Individual Specification:Min 1700 Min 1700 Min 1700 Remarks: Net area is assumed Location 7-3 cc: Rev~ie/wed I3y: y Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Sampling and Testing Concrete Masonry iJnits ASTM C140 (Section 6, Compressive Strength) Specifications per A,STM C90 Date: January IQ, 2D05 Client: Mr. Richard Misenktirner Wal-Mart Stores, Inc. 2001 SE 1Dth St. Bentonville, AR 72716-6489 Braun Intertec Corporation Phone: 651.487.3245 245 Eost Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: 6rpunintertec.com Project Number: SP-04-07304 Project Description: Wal-Mart Supercenter, Store #3624-DD SE of Cedar St. and School B Monticello, MN Sample Data Type of TJnit: Supplier & Plant: Date Cast: Date Received: Rock Face Stretcher Aggregate Industries, Ells River Not given 12/30/04 Specked Dimensions Nominal Width (inJ: 8 Width (in.): 7 6/8 Height (in.): 7 5/8 Length (in.): 15 5/8 Laboratory llata Sample Number:4A 4B 4C Date Tested:1/7/05 1/7/05 1/7/05 Width (in.): Top 7 6/8 7 6/8 7 6/8 Bottom 7 6/8 7 6/S 7 6/8 Height (in.): Face 1 7 5/8 7 5/8 7 4/8 Face 2 7 518 7 5/8 7 4/8 Length (in.): Face I 15 5/8 15 5/8 15 5/8 Face 2 15 5/8 15 5/8 15 5/8 Ultimate Load (Ibs.):259,920 226,300 214,340 Net Cross Sectional Area (ins):62.0 62.0 62.0 Compressive Strength Analysis Sample Ntunber:4A 4B 4C Averaee Specification Average Width (in.):7 6/8 7 6/8 7 6/8 7 618 7 5/8 to 7 7/8 Average Height (in.):7 5/8 7 5/8 7 4!8 7 5/8 7 4/8 to 7 6/8 Average Length (in.):15 5/8 15 5/8 15 5/8 15 5/8 15 4/8 to 15 6/8 Gross Area Compressive Strength (psi):2,150 1,860 1,760 1920 Net Area Compressive Strength (psi):4,190 3,650 3,460 3770 Min ] 900 Individual Specification:Mirt 1700 Min 1700 Min 1700 Remarks: Net area is assumed Location $-4 cc: Rev~i~ew~ed By; l1'i Christopher Rasmussen. Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Sampling and Testing Concrete Masonry Units ASTM C140 (Section 6, Compressive Strength) Specifications per ASTM C90 bate; January 10, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2D01 SE 10th St. Bentonville, AR 72716-6489 Braun Intertee Corporation Phone: b51.487.3245 245 East Roselown fwenue I Fax: b51.487.1 81 2 St. Paul, MN 55117 Webs 6raunintertea.com Project Number: SP-04-07304 Project Description: Wal-Mart Supercenter, Store #3624-00 SE of Cedar St. and School B Monticello, MN Sample Data Specified Dimensions Type of Unit: Rock Face Stretcher Nominal Width (in.): 8 Supplier & Plant: Aggregate Industries, Elk River Width (in.); 7 6/8 I]ate Cast: Not given Height (in.): 7 5/8 llate Received: 12/30/04 Length (in.): 15 5/8 T.a6oratory Data Sample Number: Date Tested: Width (in.): Top Bottom Height (in.): Face 1 Face 2 Length (in.): Face 1 Face 2 Ultimate Load (lbs.): Net Cross Sectional Area (inZ): Compressive Strength Analysis Sample Number: Average Width (in.): Average Height (in.): Average Len4 h (in.): Gross Area Compressive Strength (psi): Net Area Compressive Strength (psi): Individual Specification: Remarks: Net area is assumed Location 13-2 cc: 5A 5B SC 1/7/OS 1/7/05 1/7/05 7 6/8 7 6/8 7 6/8 7 6/8 7 6/8 7 6/8 7 5/8 7 5/8 7 S/8 7 5/8 7 5/8 7 5/8 15 5/8 15 5/8 15 5/8 15 5/8 15 S/8 15 5/8 232,720 258,500 219,460 62.0 62.0 62.0 5A 5B 5C Average Specification 7 6/g 7 6!8 7 6/8 7 6/8 7 5/8 to 7 7/8 7 S/8 7 S/8 7 5/8 7 5/8 7 4/8 to 7 618 15 5/8 15 5/8 l5 5/8 15 5/8 15 4/8 to 15 6/8 1,910 2,120 1,800 1940 3,750 4,170 3,540 3820 Min 1900 Min 1700 Min 1700 Min 1700 Reviewed By: Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 QpA~~M IIVILRIL~. Sautpling and 't'esting Concrete Masonry TJnits ASTM 0140 (Section 6, Compressive Strength) Specifications per ASTM C90 Date: 7anuary 10, 2005 C-ient: Mr. 12ichard Misenhimer Wal-Mart Stores, Inc. tool sE loth st. Bentonville, AR 72716-6489 Braun Intent®c Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812_ 5t. Paul, MN 55117 Web: braunintertec.com Project Number: SP-04-07304 1'rojcct Aescription: Wal-Mart Supercenter, Store #3624-00 SE of Cedar St. and School B Monticello, MN Sample Data Specified Dimensions Type of Unit:Rock Face Stretcher Nominal Width (in.):8 Supplier & Plant:Aggregate Industries, Elk River Width (in.):7 6/8 Date Cast:Not given Height (in.):7 5/8 Date Received:12/30/04 Length (in.);15 5/8 Laboratory Data Sample Number:6A 6B 6C Date Tested:1/7/05 1/7/05 1/•7/05 Width (in.): Top 7 6/8 7 6/8 7 6/8 Bottom 7 6/8 7 6/8 7 6/8 Height(in.): Face 1 7 5/8 7 5/8 7 5/8 Face 2 7 5/8 7 5/8 7 5/8 Length (in.): Face 1 15 5/8 15 5/8 15 5/8 Face 2 15 5/8 15 5/8 15 5/8 Ultiznate Load (lbs.):248,980 243,840 227,740 Net Cross Sectional Area (inZ):62.0 62.0 62.Q Compressive Strength Analysis Sample Number:6A 6B 6C Average Specifcagon Average Width (in.):7 6/8 7 6/8 7 6/8 7 6/8 7 5/8 to 7 7/8 Average Height(in.):7 5/$7 5/8 7 5/8 7 5/8 7 4/8 to 7 6/8 Average Length (in.):15 5/8 15 5/S 15 5/8 15 5/8 15 4/8 to 15 6/8 Gross Area Compressive Strength (psi):2,050 2,000 1,870 1970 Net Area Compressive Strength (psi):4,020 _3,930 3,670 3870 Min 1900 Individual Specification:Min 1700 Min 1700-Min 1700 12emarks: Net area is assumed Location B-2 cc: Reviewed Ey: Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 8 RAU N INTERTEC Date: December 29, 2004 Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 J 4dw ~ A,~ w~: ' s F Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`t' Street Bentonville, AR 72716-6489 Braun Intertec Corporation Phone: 651.487,3245 245 East Roselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: brauninterteccom Project No.: SP-04-07304 Project Description: Wal-.Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Field Data: Set Number G-4A G-4B G-4C Date Cast 12-3-04 ix Design Core Fill Mix Temperature 65° it Tamr~aratnra S i ° 1 ' 11-Grid Line 1 Between Grids E.4-4J, llevation 107'-4" 12-6-04 12-5-04 3 3 25 25 28 28 12-31-04 12-31-04 ie specified strenbth. Braun Intertec Corporation C ristopher J. Rasmussen Project Manaber Providing engineering and environmental solutions since 1957 yiy~,~~4. .. ?w«h 6 !%a r 7 i y %+r 9 i I BR~UN INTERTEC Braun In}ertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: b51.487.1 81 2 51. Paul, MN 551 17 Web: brounintertec.com Compressive Strength of Concrete Cylinder Report Date: 12/28/04 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misezllzuner Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast IOth Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number;30 WM/SC Mix Design:T237 Date Cast:12/14/2004 Supplier:Granite City Time Cast:2:05 pm Specified Air (%):NR . Date Received:12/15/2004 Specified Strength (psi):3000 Measured Slump (in.):ASTM C 143)2'1/2 Ticket Number:86 Measured Air (%):6,2 Cylinders per Set:4 Concrete Temp (°F):57 Cylinders Cast By:TS/Braun Air Temp (°F):25 Liquid Added On Site:None Sample Location: Pi ers on Grid Line J.5 Com re ssion Test Results Field ~Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days)days)days)pounds)inches) (in.z) (psi)Type Method* Code(s) 30A l 6 7 130060 6.00 28.27 4600 A N F: 30B 1 27 28 30C 1 27 28 30D 1 34 35I-I Capping Method: N-ASTNI C .1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. Genera] Remarks: Field Cure Temp: 39/72 Copies to: TYPES OF FRACTURE A B C D ~ Cone Cane & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager 1'rvviding engineering and environmental solutions since 1957 SIT E RTES Letter of Transmittal Client: Wal-Mart Stores, lnc. Braun lntertec Project No: SP-04-07304 Transmittal No: 7 To: Fred Hatch City of Monicello 505 Walnut Street Suite 1 Monticello, MN 55362-8831 From: Braun 1.ntertec Corporation 245 East Roselawn Avenue St. Paul, MN SS117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review lnformation Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 30 Masonry Tests 1 G4-Gb Transmittal List lnformation Sent BRR Concrete Tests, Masonry Tests City of Monicello Concrete Tests, Masonry Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, lnc.Concrete 1"ests Wal-Mart Stores, Tne.Concrete Tests, Masonry Tests Weis Builders Concrete Tests, Masonry Tests Signature: ~ . ~,~. G,~ Sent By: Rasmussen Christopher Phone: (651) 487-3245 Rev. 8/6/04 Praviding engineering and environmental solutions since 1957 Providing engineering and environrental snlutions since 1957 I I~JTE RTES Letter of Transmittal Client: Wal-Mart Stores, inc. To: Fred Hatch City of Monicello S05 Walnut Street Suite 1 Monticello, MN 55362-8831 Braun Intertec Project Na: SP-04-07304 Transmittal No: From: Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: l~or your approval As requested X P'or your records For review lnformation Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 1-7, 10-11 Transmittal List Information Sent 13RR Concrete Tests City of Monicello Concrete Pests Granite City Ready Mix Companies Concrete Tests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests Weis Builders Concrete Tests Signature: ~ ~Y Sent By: Rasmussen Christopher ~' Phone: (651) 487-3245 Re°. xi~si°`' Providing engineering and environmental solutions since 1957 ems + m I~Rau~ INTER7EC Braun Intertec Corporation Phone: 651.487,3245 245 East Roselawn Avenue Fax: 651.487.1 81'2 51. Paul, MN 55117 Web: braunlntertec.c~m Cozxapressive Strength of Concrete Cylinder Report Date: 12/6/04 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: 5P-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results- Set Number: 1 SC Mix Design: Footing Date Cast: 11/9/2004 Supplier: Granite City RM Time Cast: 3:05 pm Specified Air (%): 0-5 Date Received: 11/10/2004 Specified Strength (psi): 3000 Measured Slump (in.): (AS`rM C 143) 2 Ticket Number: 116 Measured Air (%): 3.0 Cylinders per Set: 4 Concrete Temp (°F): 70 Cylinders Cast By: JV/BI-Braun Air Temp (°F): 60 Liquid Added On Site: 10 gallons water Sample Location: Footing- Grid Line 1 between grids B & C.5 Com ression Test Results _ Field Lab Test Cylinder Cylinder Cure Cur Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (inches) (in.Z) (psi) Type Method* Code(s) lA 1 6 7 125000 6.00 28.27 4420 D N F: 1B 1 27 28 lc 1 .z7 28 ' 1D 1 34 351-1 Capping Nlerhod: N=ASTMC 1231, Unbonded Caps S-ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 60/ 64 Sample Notes: Batched 2:24, Arrived 2:46, Empty 3:00 Copies to: TYPES O~ FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Prnvidin,; engineering and environmental solutions since 1957 1 g, ::..~. i;: i 45fµ: 9 sN r ~. -~".~ w 1 t I i p f BRauN INTERTEC Brpun Intertec Corporation Phone: 651.487.3245 245 East Rosclawn Avenue Fox: 651.487.1 81 ?_ 5t. Paul, MN 55117 Web: brauninlertec.com Compressive Strength of Concrete Cylinder Report Date: 12/10/04 l'est Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project .Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:2 SC Mix Design:Footing Date Cast:11/10/2004 Supplier:Granite City R. M. Time Cast:3:15 pm Specified Air (%):0-5 Date Received:11/11/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)3 Ticket Number:120 Measured Air (%):2.3 Cylinders per Set:4 Concrete Temp (°F):71 Cylinders Cast By:JV/BI-Braun Air Temp (°F):44 Liquid Added On Site:None Sample Location: Footing-Grid Line J between grids 1.2 & 2.2+- Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Sample No.days)days)days)pounds) (inches)in.2) (psi) Type Nlethod* 2A 1 6 7 107500 6.00 28.27 3800 D N 2B 1 27 28 2c 1 z7 2s 2D 1 34 35hI CappingNlethod: N-ASTMC 1231, Unbonded Caps S=ASTMC 617, S'z~lfi~r Caps. Break Remarks: F: The specified strength. was met at the 7-day age according to the above test results. General Remarks: Field Cure '1"emp: 52/ 78 Sample Notes: Batched 2:41, Arrived 3:00, Lmpty 3:23 Copies to: TYPES OF FRACTURE Remarks Code(s) F: A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Proa~idin„ engineering and envirnnmentnl solutions since 19.57 l' `:~:; i. '. i~ ` : , r ;• I BRAUN Braun Intertec Corporation Phone: 651.487.32A5 245 East Roselawn Avenue Fax: 651.48%.1 81 2 INTERTEC St. Paul, MN 55117 Web: brauninterteccom Compressive Strength of Concrete Cylinder Report Date: 12/6/04 Test Method: ASTMC 39, 6 X 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, inc.Project Desc: Wal-Mart Stipercenter Store #3624-00 2001 5oirtheast 10th Street Southeast of Cedar 5t. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test C onditions and Results Set Number:3 SC Mix Design: Footing Date Cast:11/11/2004 Supplier: Granite City RM. Time Cast:3:25 pm Specified Air (%): 0-5 Date Received:11/12/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTMC 143)3 3/4 Ticket Number: 128 Measured Air (%):2.5 Cylinders per Set: 4 Concrete Teznp (°F):62 Cylinders Cast By: JVBI-Braun Air Temp (°F):40 Liquid Added On Site;None. Sample Location: Footing-Loading dock ramp grids 2.2 to 3.1 Com lre ssion Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.Z) (psi) Type Method* Code(s) 3A I 6 7 102000 6.00 .28:27 3610 B N F: 3B 1 2~ 2s 3C I 27 28 3D l 34 35H Cappin~Method• N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 48/ 62 Sample Notes: Batched 2;38, Arrived 3:00, Empty 3:25 (power to hot bvx interrupted) Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone $~ Shear Columnar Split Shear Christopher Rasmussen Project Manager i .• 1 ::;: _- Providing engineering and environmental solutions since 1957 BRauN INT~RTEC Compressive Strength of Concrete Cylinder Report Date: 12/1/04 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: 5P-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar 5t. and School Blvd. Bentonville, AR 72716-6489 Moziticello, MN Field Test Conditions and Results Set Number: 4 SC Mix Design: T Wal] Date Cast: 11/18/2004 Supplier: Granite City RM Time Cast: 2:50 pm Specified Air (%): 4.5-7.5 . Date Received: 11/16/2004 Specified, Strength (psi); 3000 Measured Slump (in.).: (ASTM C 143) 2 3/4 Ticket Number: 87 Measured Air (%): 4.5 Cylinders per Set: 4 Concrete Temp (°F): 68 Cylinders Cast sy: JV/BI-Braun Air Temp (°F): 51 Liquid Added On Site: None Sample Location: Foundation Wall-Grid Line 1 between grids B & C.5 r r i r ~ Conn Field Cure Sample No.days) 4A 1 48 1 4C 1 4D 1 Lab Test Cure Age Max L,aad days)days) (pounds) 6 7 lzsooo 27 28 27 28 34 35I3 Braun Intertec Corporation Phone: 651.487.3245 245 East Raselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: brauninterteccom n Test Results Cylinder Cylinder Diameter Area inches)in.z) 6.00 28.27 Strength Fracture Capping ,Remarks psi) Type Method* Code(s) 4420 D N B: Capping Method: N= ~(S.TMC 1231, Unbonded Caps S=IISTMC 617, Sulfti~r Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. General Remarks: Field Cure Temp: 56/ 67 Sample Notes: Batched 2:06, Arrived 2:30, Empty 8:05 Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Golumnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 i'' 4 s~ ..,. f , a~ , j ; i RAU N INTERTEC Braun Interfec Corporation I Phone: 651.487.3245 245 Fast Roselawn Avenue Fax: 651.A87.1 81 7. St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 12/10/04 l'est Method: ASTM C 39, 6 X 12 Cylin der Client: Richard Misenhuraer Project No.: SP-D4-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart 5upercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results _ Set Number:5 SC Mix Design: Wall Date Cast:11/16/20D4 Supplier: Granite City RM Time Cast:3:00 pm Specified Air-(%): 6-~-1.5 Date Received:11/17/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143)5 Ticket Number: Measured Air (%):5 Cylinders per Set: 4 Concrete Temp (°F):67 Cylinders Cast By: JV/B1-Braun Air Temp (°F):50 Liquid Added On Site:None Sample Location: Foundation Wall-G rid Line 1 be tween grid5E.8 and G.4 Com re ssion Test Results _ __ Lab TestField Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.Z) (psi) Type Method* Code(s) 5A 1 6 7 93000.6.00 28.27 3290 D N B: SB 1 27 28 5C 1 27 28 5D 1 34 35H Capping Method: N=ASTM C .1231, Unhanded Caps S=.ASTM C 617, Sulfur Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. General Remarks: Field Cure Temp: 58/ 78 Sample Notes: Batched 2:01, Arrived 2:30, Empty 3:05 Copies to: TYPES QF F1~ACTURE A B C D E Cone Cone 8~ Cone 8~ Shear Golumnar Split Shear Christopher Rasmussen Project Manager a' Providing engineering and environmental solutions since 1957 , a a 1, rv.; '. r. 4.1. ~~ 4a r. M'S iK~ i.. a I I ~ "' r. B RAY N d Braun Inferfec Corporation Phone: 651.487.3245 7 245 East Roselawn Avenue Fax: 651.487.1 81 2 NTE R I E~ $t. Paul, MN 551 17 Web:' brnuninterteccom Compressive Strength of Concrete Cylinder Report Date: 12/1/04 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenlumer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast loth Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:6 SC Mix Design: .Footing Date Cast:11/16/2004 Supplier: Granite City RM l'ime Cast:5:50 am Specified Air (%): 0-5 Date Received:11/17/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143)2 3/4 Ticket Number: 123 Measured Air (%):2.8 Cylinders per Set: 4 Concrete 'Temp (°I~):65 Cylinders Cast By: JW/BI-Braun Air Temp (°F):51 Liquid Added On Site:None Sample Location: Footing-Grid Line 7 between grids J & J.2, Grid Line J between grid s 7 & 7.6+- Coarxa>nression Test Results _._. Field Lab Test Cure Cure Age Sample No.days) (days)days) 6A l 6 7 6B 1 27 28 6C 1 27 28 6D l 34 35H Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.~) 100000 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 3540 D N B: CappingMethod.~ N~ASTMC 1231, Unbonded Caps S=ASTMC 617, Suer Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. General Remarks: Field Cure Temp: 58/ 78 Sample Notes: Batched 5:11, Arrived 5:30, Empty S:SS Copies to: TYPES QFFRACTURE A B C D E Cone Cone & Cone 8~ Shear Columnar Split Shear Christopher Rasmussen Project Manager r :_~ fl' I'rovicling engineering anal environmental solutions since 1957 w ~T"-, 6xkt e. is ;;. . h~,~, Nr 1 1 x h eRauN INTERTEC Compressive Strength of Concrete Cylinder Report Date: 12/10/04 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Stare #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 .Monticello, MN Set Number:7 SC Mix Design:Wall Date Cast:11/18/2004 Supplier:Granite City RM Time Cast:1:50 pm Specified Air (%):6+-1.5 Date Received:11/19/2004 Specified Strength (psi):3500 Measured Slump (in.): (ASTM C 143)3 1/2 Ticket Number:87 Measured Air (%):6 Cylinders per Set:4 Concrete Temp (°F):69 Cylinders Cast By:JV/l3I-Braun Air Terrtp (°F):50 Liquid Added On Site:None Sample Location: Ramp wall-E of Gr id J between 2.2 and 3 Braun Inferfee Corporation Phone: 651.487.3245 245 East Rosalawn Avenue Fax: 651.487,1 812 St. Paul, MN 55117 Web: brauninferlec,r..nm Field Test Conditions and Results Compression Test Results Field Lab l'est Cure Cure Age Sample No.days)days)days) 7A 1 6 7 7B 1 z7 z8 7C 1 27 28 7^1 34 35H Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 105000 6.00 28.27 Strength Fracture Capping Remarks. psi) Type Method* Code(s) 3710 D N F: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTM C' 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according; to the above test results. General Remarks: Field Cure Temp: 58/ 69 Sanraple Notes: Batched 1:01, Arrived 1:25, Empty 2:00 Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone ~ Shear Columnar S~plit Shear J~ I C ristopher Rasmussen Project Manager Providing engineering and environmental sohttions since 1957 eRaun~ INTERTEC Braun Intertec Corporation Phone b51.487.3245 245 East Roselawn Avenue Fax: 651,487.1 $1'2 St. Poul, MN 55117 Web' braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 12/2/04 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Praject Desc: Wal-Mart Supercenter Store #3624-00 200] Southeast 10th Street Southeast of Cedar St. and School Slvd. Bentonville, AR 72716-6489 Monticello, MN a F 1i V r ~:i Field Test Conditions and Results Set Number:10 SC Mix Design:Footing Date Cast:11/23/2004 Supplier:Granite City RM Time Cast:3:10 pm Specified Air (%):0-5 Date Received:11/24/2004 Specified Strength (psi):30D0 Measured Slump (in.): (ASTMC 143)2 1/3 Ticket Number:111 Measured Air (%):3.0 Cylinders per Set:4 Concrete Temp (°F):63 Cylinders Cast By:JV/BI-Braun Air Temp (°F):34 Liquid Added On Site:None Sample Location: Footing-Retaining wall-Grid Line K between grids 7 and 9.3+- Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds) (inches)in.z) (psi) Type Method* Code(s) l0A 1 6 7 12$500 6.00 28.27 4540 D N F: 1013 l 27 28 lOC 1 27 28 10D 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, SuXfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 48/68 Sample Notes: Batched 3:02, Arrived 3:20, Bmpty 3:45 Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cane $~ Shear Columnar Split Shear Chris opher RasmLtssen Project Manager Providing engineering and environmental solutions since 1957 t; `] m. ,: 1: •~ y x 4. s r BRAUN 8raunlnferfecCorporafion Phone: b51.487.3245 245 East Roselpwn Avenue Fax: 651.487.1 812 INTERTEC s~. Pouf, MN ssi v web: braunintertec.cam Compressive Strength. off' Concrete Cylinder Report Date: 12/3/04 Test Method: ASTM C 39, 6 X 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-MarCSupercenter Store #3624-DO 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test C onditions and Results Set Number:11 SC Mix Design: Footing Date Cast:11/24/2004 Supplier: Granite City RM Time Cast:2:55 pm Specified Air (%): 4.5-7.5 Date Received:11/26/2004 Specified Strength (psi): 3500 Measured Slump (in.): (ASTM. C 143)3 Ticket Number: 1 1 1/ 64836 Measured Air (%):5.4 Cylinders per Set: 4 Concrete Teirizp (°F):70 Cylinders Cast By: ]V/BI-Braun Air'1°emp (°F):35 Liquid Added On Site:None Sample Location: .Landing Dock Retaining Wall- Grid K 5 of Grid 4, lower 1/3 Com re ssion Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.z) (psi) Type Method* Code(s) 11A 2 5 7 116000 6.00 28.27 4100 D N F: 11B Z 26 28 11C 2 26 28 11D 2 33 35H Capping Method• N=ASTMC 1231, Unboncled Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Sample Notes: Batched 2:11, Arrived 2:22, Empty 3:00 Copies ta: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and envirnnm.erual solutions since 1957 B R A 1.1 N I hJTE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. To: Fred Patch City of Monicello 505 Walnut Street Suite 1 Monticello, MN 55362-8831 Braun Intertec Project No: SP-04-07304 Transmittal No: 24 From: Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117-1943 lte: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd„ Monticelln, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 41-47 Transmittal List Information Sent BI7R Concrete Tests City of Monicello Concrete Pests Granite City Ready Mix Companies Concrete "Pests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests Weis Builders Concrete Tests Signature: Sent By: Rasmussen Christopher Phone: (651) 487-3245 Kev. W6/O~F Providing engineering and environmental solutions since 1957 Ymt ®®I INTERTEC Braun Iniertec Great Lakes, Inc. Phane: 651,487.3245 245 East Roselawn Avenue Fox: 651.x187.181'2 St. Paul, MN 55117 Web' 6raunintertec.com Compressive Strength of Concrete Cylinder Report Date: 3/3/05 Test Method: ASTM C 39, 6x'12 Cylinder Client: - Richard Misenhimer Project No.: SF-04-07304 Wal-1Vlart Stores, Tnc. Project Desc: Wal-Mart 5upercenter Stpre #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 .Monticello, MN Field Test Conditions and Results Set Number: 41 WM/SC Mix Design: T254 Date Cast: 2/1/2005 Supplier: Granite City Time Cast: 2:10 pm Specified Air (%): 6+/-1.5 Date Received: 2/2/2005 Specified Strength (psi): 4000 Measured Slump (in.): (ASTM C 143) 3 1/2 Ticket Number: 71/65614 Measured Air (%): 7.1 Cylinders per Set: 4 Concrete Temp (°F): 63 C"ylinders Cast By: TS/Braun Air Temp (°F): 34 Liquid Added On Site: 5 Gal. Water to 7 Yards Sample Vocation: Pharmacy Canopy Column Pads 8.4-0.5 Com cession Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max. Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (po>-mds) (inches) (in.z) (psi) Type Method* Code(s) 41A 1 6 7 127800 6.00 28.27 4520 D N F: 41B 1 27 28 155210 6.00 28.27 5490 D N K: 41C 1 27 28 153730 6.00 28.27 5440 D N K: 41D 1 34 35H CappingMethod: N=AS1'MC 1231, Ilnbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Not Given Copies to: TYPES OFFRACTUR~ A B C D ~ Gone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental soluCtions since 1957 E i CiC ~~ INTERTEC Braun Intertec Great Lakes, Inc. Phone, 651.487.3245 245 East Roseawn lwenue I Fnx: 651.487,1 8 1 2 St. Pnul, MN 55117 Weh: braunintertec.coin Compressive Strength of Concrete Cylinder Report Date: 3/4/05 Test Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3524-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:42 WM/SC Mix Design:T254 Date Cast:2/3/2005 Supplier:Granite City Time Cast:4:20 pm Specified Air (%):6+/-1 Date Received:2/4/2005 Specified Strength (psi):4000 Measured Slump (in.): (ASTM C 143)4 Ticket Number:116/ 55640 Measured Air (%): -6.8.Cylinders per Set: •4 Concrete Tamp (°F):65 Cylinders Cast By:TS/Braun Air Temp (°F):34 Liquid Added On Site:None Sample Location: Slab-on-Grade F-1 Comr~ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.2)psi)Type Method*Code(s) 42A 1 6 7 114570 6.00 28.27 4050 D N F: 42B L 27 28 140680 6.00 28.27 4980 A N K: 42C 1 27 28 14394Q 6.00 28.27 5090 D N K: 42D 1 34 35H Capping Method: N=AS2'MC IZ31, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Nat Given Pour Location: Slab-on-Grade -Compressor House Copies to: TYPES OF FF2ACTUFtE q B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager A Providing engineering and environmental solutions since 1957 I a , i® INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: Wal-Mart Stores, Inc.. Project Dese: 2001 Southeast 10th Street Bentonville, AR 72716-6489 , 13rpun Intertec Great Lakes, Inc. 2~5 East Roselawn Avenue SI. Paul, MN .551 17 Report Date: 3/4/05 Phane: 6.51.487,3245 Fax: 6 51.4 Q 7.181 2 Web: brauninterlec.cam SP-04-07304 Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Field Test Conditions and Results Set Number:44 AL Mix Design:H160R Date Cast:2/23/2005 Supplier:Granite City Time Cast:6:00 am Specified Air (%):N/R Date Received:-2/24/2005 Specified Strength (psi):3500 Measured Slump (in.):ASTM C 143)3 Ticket Number:87/ 65856 Measured Air (%):2.0 Cylinders per Set:4 Concrete Temp (°F):63 Cylinders Cast By:TS/Braun Air Temp (°F):65 Liquid Added On Site:none Sample Location: In terior Slab-on-Grade J.8-4 Com cession Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping; Sample No. (days)days) , (days)pounds)inches) (in.z) (psi)Type Method* 44A 1 6 7 158710 6.00 28.27 5610 A N 44B 1 27 28 44C 1 27 28 44D 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results: General Remarks: Field Cure Temp: Pour Location: Interior S.O.G., H-1.3 to J-13 to J-4 to K-4 to K-6 to J Copies to: TYPES OF FRACTURE A B C ^ E Cone Cane 8~ Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Remarks Code(s) F: Providing engineering and environmental snlutioTis sine 1957 p ~ Braun Inferfec Great Lakes, Inc. Phone: 65 1.4 8 7.3 2 45 R i~ 245 East hosaawn /venue fax: 651.487.1 8 12 NTERTEC St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 3/4/OS Test Method: ASTMC 39, 6 X 12 Cylinder Client:- RichardMisenhimer ProjectNo.: S'P-04-07304 Wal-Mart Stares, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 1vlonticello, MN Field Test Conditions and Results Set Number: 45 AL Mix Design: H 160R Date Cast: 2/23/2005 Supplier: Granite City Time Cast: 7:50 am Specified Air (%): N/12 Date Received; ~ 2/24/2005 Specified Strength (psi): 3500 Measured Slump (in.): (ASTMC 143) 4 1/2 Ticket Number: 175 Measured Air (%): ---- Cylinders per Set: 4 Concrete Temp (°F'): 58 Cylinders Cast By: TS/Braun. Air Temp (°F): 65 F Liquid Added On Site: none Sample Location: Interior Slab-on-Grade 7-6 Corn ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area .Strength Fracture Capping ' Remarks Sample No. (days) (days) (days) (pounds) (inches) (in?) (psi) Type Method* Code(s) 45A 1 6 7 IS2140 6.00 2$.27 5380 D N F: 45B 1 27 28 1 45C I 27 28 45D 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F; The specified strength was met at the 7-day age according to the. above test results. General Remarks: Field Cure Temp: Pour Location: Interior S.O.G., H-1.3 to 7-1.3 to 7-4 to K-4 to K-6 TYPE5 OF FRACTURE Copies to: A B C D E Cone Cone &~ Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Braun Intertac Great Lakes, Inc. Phone: 651.48L3245 iiJ 245 East Roselawn Avenue Fax: 651.4II7.1 812 INTERTEC sr. ('out, MN ssl I~ w~:h: braunlnter~ec.aan, Compressive Strength of Concrete Cylinder Report Date: 3/4/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Froject No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:46 AL Mix Design:H 160R Granite City Date Cast:2/23/2005 Supplier: N/R Time Cast:10:55 am Specified Air (%): Date Received:2/24/2005 Specified Strength (psi):3500 Measured Slump (in.):ASTM C 143) 4 3/4 Ticket Number:71/ 65878 Measured Air (%): 63 Cylinders per Set: Cylinders Cast By: 4 TS/Braun F):Concrete Temp ( Air Temp (°F):65 Liquid Added On Site:6 gallons water, 9 yds Sample Location: In terior Slab-on-Grade H.5-3 Com cession Test Results Field Cure Lab Cure Test Age Max Load Cylinder Cylinder Diameter Area Strength Fracture Capping Sample No. (days)days)days) (pounds)inches) (n.Z) (psi)Type Method* N 46A 1 6 7 141860 6.00 28.27 5020 A 46B 1 27 28 46C 1 27 2$ 46D 1 34 35H CappingMethod: N=A~S'TMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: Interior S.O.G.; H-1.3 to 7-1.3 to ]-4 to K-4 to K-6 TYPES OF FRACTURE Copies to: Remarks Code(s) F: . . A B C A E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Froject Manager Providing engineering and environmental solutions since 1957 INTERTEC Braun Intertec Great Lakes, Inc. Phone: 651.487.3245 245 Fast Roselown Avenue Fax: 651.487.1 $ 1 2 St. Paul, MN 551 1 / Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 3/4/05 Test Method: ASTMC 39, 6 X 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar 5t. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:47 AL Mix Design: ~ H 160R Date Cast:2/24/2005 Supplier: Granite City Time Cast:12:50 am Specified Air (%): N/R Date Received:2/25/2005 Specified Strength (psi): 3500 Measured Slump (in.): (ASTMC 143)3 1/2 Ticket Number: ---- Measured Air (%):2.0 Cylinders per Set: 4 Concrete Temp (°F):b1 Cylinders Cast By: TSBraun Air Temp (°F):65 Liquid Added On Site:none Sample Location; Interior Slab-on-Grade B.1-2 Com cession Test Results Field Lab Test Cylinder Cylinder Cure Cure .Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in z) ~ (psi) Type. Method* Code(s) 47A 1 6 7 144280 6.00 28.27 5100 A N F: 47B 1 27 28 47C 1 27 28 47D 1 34 35H Capping Method.• N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: Same as Sample location TYPES OF FRACTURE Copies to: A B C Q E Cone Cone & Cone 8~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and ertivironrnental solutions since 1957 u~ I NTE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. To: Fred Patch City of Monicello 505 Walnut Street Spite 1 Monticello, MN 55362-8$31 Braun Intertec Project No: SP-04-07304 Transmittal No: 23 From: Braun lntertec Corporation 245 East Roselawn Avenue St. Paul, MN SSll7-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete 'Pests ] 40, 43 Masonry Tests 1 M7-M8, M12, G10-G11, G14, G19 Transmittal List Information Sent BRR Concrete Tests, Masonry Tests City of Monicello Concrete Tests, Masonry Tests Granite City Ready Mix Companies Concrete "tests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests, Masonry Tests Weis Builders Concrete Tests, Masonry Tests Signature: Sent By: Rasmussen Christopher Phone: (651) 487-3245 zzY• r~hiaa . Providing engineering and environmental solutions since 1957 i NTE RTC Braun InterTec Corporation Phone: 6.51.487.3')45 24S East Rnsel~awn Avenue Fax: 651.487,1 E3 12 fit. Paul, MN 5.5117 Wc.b: brauninterlec.com Compressive Strength o.f Concrete Cylinder Report Date: 3/2/05 Test Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: 5P-04-07304 Wal-Mart Stores, lnc. Project Desc: Wal-Mart Supercenfer Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St, and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results S.et Number:40 WM/SC Mix Design:N203 Date Cast:1/31/2005 Supplier:Granite City Time Cast:10:10 am Specified Air (%):NR Date Received:2/1/2005 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)1 Ticket Number:119/65586 Measured Air (%):1.6 Cylinders per Set:4 Concrete Temp (°F):60 Cylinders Cast By:TSBraun Air Temp (°F):32 Liquid Added On Site:None Sample Location: Footings A-2 to A-3 Sampled at Footings A-3 Com ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.~) (psi)Type Method*Code(s) 40A 1 6 7 127630 6.00 28.27 4510 A N F: 40B 1 27 28 165810 6.00 28.27 5860 A N K: 40C 1 27 28 166050 6.00 28.27 5870 A N K: 40D 1 34 35H Capping Method: N-ASTM C 1231, Unbonded Caps S=ASTM C 617, Sur Caps, Break Remarks; F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. TYPES.OF FRACTURE A E3 C t] ~ Cone Cone & Cone & Shear Columnar Split S r Christopher Rasmussen Project Manager General Remarks: Field Cure Temp: Not Given Copies to: Providing engineering and environmental solucii~ns since 1957 r: ;~. p^INT~RTEC Mix Design:H160R Supplier:Granite City Specified Air (%):N/R Specified Strength (psi):3500 Ticket Number:21474 Cylinders per Set:4 Cylinders Cast By:TS/Braun Compressive Strength of Concrete Cylinder Report Date: 3/2/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:43 AL Date Cast:2/21/2005 Time Cast:2:45 pm Date Received:2/22/2005 Measured Slump (in.): (ASTMC 143) 4 3/4 Measured Air (%):19 Concrete Temp (°F):66 Air Temp (°F):25 Liquid Added Ori Site:5 gallons water to 9 yds. 5arnple Location: Interior Slab-on-Grade H-1.3 Field Lab Test Cure Cure Age Sample No.days)days)days) 43A 1 6 7 43B 1 27 28 43C 1 27 28 43D 1 34 ~35H Braun InTertec Corporation P!~nne: 6_` .4' ' :_ ~~5 245 East'2osclnwn Avenue Fax: 651,' _;',1817 St. Paul, MN 551 17 WeL-: urauninlener.com Compression Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 153990 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 5450 A N F: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 46/ 71 Pour Location: Freezer Slab, G.5-1 to G.5-1.3 to J-1 Copies to: TYPES OF FRACTURE A B C C? E Cone Cone & Cone $~ Shear Columnar Split • Shear r Christopher Rasmussen Froject Manager Providing engineering and environmental solutions since 1957 f' in INTERT~C BrpunlntertecCorporaTion Pnnrc 6._51.-^8/.3245 l45 Fist Rosclawn Avenue Fnx: 651 X3+7.1 t31 2 Sf. Pnul, MN s51 17 Web k~rcaunintertsccom Standard Method of SANTPLING AND TESTING GROUT ASTIVI C 1019-84 Date: January 21, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Tne. 2001 Southeast 10~' Street Bentonville, AR 72716-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Stare #3624-00 Southeast of Cedar St, and School Blvd. Monticello, MN field Data: Set Number G-10 / 9010 ate Cast 1-10.05 ix Design 31 C4073 ix Temperature 65 it Terperature 52 Slump (in.)8'/4 it Content 1.9 ocation 8" CMU WL L-Grids B-1 to B-3.9 & B-3.9 to 3.9-A.1, Elev. 103'4"to 107'4" Sample Data: verage Width (in.) verage Height (in.) verage L/W Ratio Correction Factor rea (inz 11.22 11.34 11.22 11.22 aboratnry Data: ate Received 1-12-OS 1-12-OS 1-12-OS 1-12-05 field Cure (days)2 2 2 2 ab Cure (days)S 26 26 26 est Age (days)7 28 28 28 ate Tested ~1-17-OS 2-7-OS ~2-7-OS 2-7-OS est Results: axixnum Load (lbs.)29,000 47,000 49,000 45,000 Comp. Strength (psi)2,580 4140 4,370 4,010 vg. Comp. Strength (psi) S ecified Stren h ( si) ~2,000 1,500 1,500 1,500 Remarks: L: The average 7-day test result meets the specified strength. C: Braun Intertec Corporation C istopher J. Rasmus n Project Manager Providing engineering and environmental solutions since 1957 s = ~.., , i. i t INTERTEC Brpun Intertec Corporatipn I'hore: 651.%i 87.3?4S 245 Fn<;i 4oxaawn /wec, e Fox: 651.487.1 8 12 mot. Paul, MN 57117 Web: b~auninrerteccom Standard Methad of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: January 21, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`" Street Bentonville, AR 72716-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: SetNumher G-11A G-11B G-110 G-11D ate Cast 1-11-OS ix Design 3104073 ix Temperature 77 it Temperature 56 Slump (in.)9 '/~ it Content :1.7 ocation CMU Wall-Grids B-1 to B-3.9 to A.1-3.9 Elev:l l 1'4" to 115.'4" Sample Data: verage Width (in.) verage Haight (in.) verage L/W Ratio Correction Factor rea (inZ)11.22 aboratory Data: ate Received 1-13-05 field Cure (days)2 Lab Cure (days)5 est Age (days)7 28.28 28 ate Tested 1-18-OS est Results: aximum Load (Ibs.)25,000 35,000 37,500 36,000 Cornp. Strength (psi)2,228 3,130 3,390 3,270 vg. Comp. Strength (psi) Specified Strength (psi)2,000 2,000 2,000 2,000 rcemarxs: L: 1 ne average I-day test result meets the specified strength. Braun .Intertec Corporation Christo her J'. RasmusseP Project Manager Providing engineering and environmental solueions since 19.57 INTERTEC Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: February 8, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10th Street M;~~a. Bentonville, AR 72716-6489 p Braun Iniertec Gorporafian 24J CGS} Ra5"~(]Wn f~,VPlIII~ Sf. Paul, MN 55117 Project No.: SP-04-07304 Pho;ia: 6:51 X87.324:; rax: c,sl ~a7~~iz Weo: hrnunirllc'r!accom Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set NuTxtbe.r G-14/ 9014 G-14B G-14C G-14D ate Cast 1-26-OS 1-26-OS 1-26-OS 1-26-OS Mix Design 31C4073 ix Temperature 64 it Temperature 56 Slump (in.)9" it Content 1.9 ocation 8"CMU Wal l- Grids 8.8-A.2 to 8.8-B to B-10 to B.6-10 to B.6 11.3, Elevation=103'4"to 107'4" Sample Data: verage Width (in.) verage Height (in.) : verage L/W Ratio Correction Factor" Area in2)11.28 11.261 11.179 11.228 aboratory Data: ate Received 1-28-OS 1-28-OS 1-28-05 1-28-OS field Cure (days)2 2 2 2 ab Cure (days)5 26 26 26 6Test Age (days)7 28 28 28 ate Tasted 2-2-05 2-23-OS 2-23-OS 2-23-OS est Results: aximurn Load (Ibs.)32,000 52,500 53,500 51,000 Comp. Strength (psi)2,840 4,660 4,790 4,540 vg. Comp. Strength (psi) S ecified Stren rth ( si ~2,000 2,000 2,000 2,000 xcemarxs: r: 1 he specitied strength was met at the 7-day age according to the above test results. c:Braun Intertec Corporation Christopher J. asmus Project Manager Providing engineering and environmental sodations since 1957 s:. ~.. r r. A, r: INTERT~C Braun Inferfec Corpprption Fhane ,h .51.4"t3 /.:i24'i 245 Cast Kosclawn Avenue ~cx 651.487 1 fl ~ `_) St. Paul, MN .5S11I Wc~ki: b~nuninferfeccom Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-$4 Date: March 1, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores,lnc. 2001 Southeast l0`h Street Bentonville, AR 72716-6489 Project No.; SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set Number G-19 / 9019 ate Cast ~2-8-OS ix Design 31 C4073 ix Temperature 70° it Temperature 65° Slump (in.) .9 it Content ocation CMU Wall 14-F, (Elev. 120 Sample Data: verage Width (in.) verage Height (iti.) verage L/W Ratio Correction Factor rea in2 11.026 aboratory Data: ate Received 2-14-OS field Cure (days)6 ab Cure (days)8 est Age (days) :14 28 - 28 28 ate Tested 2-22-OS 3-8-05 3-8-OS 3-8-05 est Results: aximurn Load (lbs.)50,500 Comp. Strength (psi)4,580 Avg. Comp. Strength (psi} S ecified Stren h si ~2,000 2,000 2,000 2,000 cemarxs: r : i ne specTttea strengtn was met at the /-day age according to the above test results. c: Braun Intertec Corporation Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 n 1 +k H.... .., a ,. a a~. f, `~. u. 6~~~ INTERTEC COMPRESSIVE TEST OF MORTAR CYLINDER Test Methud: ASTM C 109, 2" X 4" Cylinders DATE: February 23, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Iuc. 2001 Southeast 10`h Street Bentonville, AR 72716-6489 . ELD DATA: Number is Cast ne Cast asured Slurnp asured Air acrete Temperature Temperature finder Cast By uid Added at Site liJle Location Braun Intertec Corporation I Piore: .~.il.i187.324.> 24.5 East hoselawn Avg=n,ie Fax: 651,4 87.E 8 2 51. Paul, MN 5.i1 l7 Web: hr~unintertec.rom FR07~CT #: SF-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN ESIGN DATA: M-7/ 6007 ix Design Type "S" 1/5/2005 Supplier Spec. Mix 2:20 pm Specified Air N/A N/A Specified Strength 1,500 N/A ruck or Ticket #N/A 60 Cylinders Per Set 4 56 JV/BI N/A 8" CMU Wall, Grids K-4 to K-7 to .l-7, Elev. 104 to 106 Sample Date Test Field Lab No.Recvd Date Cure Cure M-7A 1-7-OS 1- l 2-05 2 5 M-7B 1-7-OS 2-2-OS 2 26 M-7C 1-7-05 2-2-OS 2 26 M-7D 1-7-OS 2-2-OS 2 26 Specified Strength at 28 Days (psi): Test Max Load Cyl. Area Aye ounds s in 28 7,200 3.14 28 7,700 3.14 28 7,600 3.14 REMARKS: A: These results are for informational purposes only. cc: Compressive Remark Strength psi Code s 2,292 A 2,452 A 2,420 A BRAUN INTERTEC CORPORATION Christopher Rasmussen Project Manager Providing engineering and environmf:ntal solutions since 1957 s r {,: i F, t i; {,~- w..~.` n r I NIkKIi~L COMPRESSXVE TEST OF MORTAR CYLXNDER Test Method: ASTM C 109, 2" X 4" Cylinders DATE: January 21, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`~ Street Bentonville, AR 72716-6489 Braun Intertec Corporation 24.5 tca; Rosacnvn Avr~n i~ St. i'aul, MN 55117 PROJECT #: SP-04-07304 P'r° - 651.497.3245 V: E~--> brauninle~rtec.com PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School B9vd. Monticello, MN IELD DATA:ES1GN DATA: et Number M-8/ 60D8 ix Design Type "S" late Cast 1-10-05 Supplier Spec Mix ime Cast 2:1 S pm Specified .Air N/A Ieasured Slump N/A Specified Strength 1500 leasured Air N/A ruck or Ticket #N/A , oz~crete Temperature 51 linders Per Set 4 ir Temperature 51 ylinder Cast By 7V/BI iquid Added at Site N/A ample L,acation 8" CMU Wall -Grids B-1 to B-3.9 to 3.9-A.1 Elev: 109'4" to 111'4" Sample Date Test Field Lab Test Max Load Cyl. Area Compressive Remark No. Recvd Date Cure.Cure Af;e ounds s in Stren h si Code s. M-8A 1-12-05 1-17-OS 2 5 7 3,600 3.14 1,146 A M-SB 1-12-OS 2-7-OS 2 26 2$4,700 3.14 1,496 A M-8C 1-12-OS 2-7-OS 2 26 28 4,800 3.14 1,528 A M-SD 1-12-OS 2-7-OS 2 26 28 4,700 3.14 1,496 A Specified Strength at 28 Days (psi): REMARKS: A: Thew results are for informational purposes only. cc: BRAUN INTERTEC CORPORATION a~ Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 c.'z :' kt~` ,.: r 6:. ri.;; r I NTH RTEC COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders DATE: January 2 ], 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, inc. 2001 Southeast l0`" Street Bentonville, AR 72716-6489 Braun Intertec Corporation i'Ii<~, o: n5 1.48Y.3245 245 Ea>t Roselrwn ,wanue Fnx' h51.43%." 81 2 St. Pain, MN .i51 17 WBn b~ouninfert?ccom PROJECT #: SP-04-07304 1?RUJECT DESCRII'TION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN LD DATA:ESIGN DATA: Number M-9 ix Design Type "S" e Cast 1-11-OS Supplier Spec-Mix le Cast 1:20 pm Specified Air ~N/A 3sured Slump N/A Specified Strength 1,500 3sured Air N/A ruck or Ticket #N/A Icrete Temperature 47 C finders Per Set 4 Temperature 57 finder Cast By JV/BI zid Added at Site N/A tple Location 8" CMU Walf-Grids B-1 to 8-3.9 Elev: 117'4" to 119'4" Sample Date Test Field Lab Test Max Load Cyl. Area Compressive Remark No.Recvd Date Cure Cure Aye ounds s in Strength, psi Code s M-9A 1-13-OS 1-18-OS 2 5 7 3,600 3.14 1,146 A. M-9B 1-13-OS 1-18-OS 2 26 28 6,100 3.14 1,942 A M-9C 1-13-OS 1-18-OS 2 26 28 5,500 3.14 1,751 A M-9D 1-13-OS 1-18-OS 2 26 28 3,800 3.14 1,210 A Specified Strength at 28 Days (psi): REMARKS: A: These results for informational purposes only. BRAUN INTE]tTEC CORPORATION Christopher Rasmussen Project Manager I'rovidin,~ engineering and environmental solutions since 1957 R k' a ._ .. 6' 9 ,. F .:. e ", k p~ ~~~INT~RTEC COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders DATE: February 8, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`h Street entonville, AR 72716-6489 Braun Interfec Corporation PFon=: 6S 1.4 P;7.3:%~IS 245 Fast Ros.-,';;wri Ave=nue F;;:e: 6.`~ i ^ x37.1 '31 2 it. Paul, MN 55117 Weh: brouninlcrlcc.can PROJECT #: SP-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercentei- Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN IELD DATA:ESIGN DATA: Set Number M-12/ 6012 ix Design Type "S" ate Cast 1-26-2005 Supplier Spec. Mix ime Cast 2:00 pm Specified Air N/A easured Slump N/A Specified Strength 1;500 easured Air N/A ruck or Ticket #N/A Concrete Temperature 57 C tinders Per Set _4 it Temperature 54 Cylinder Cast By N/ BI iquid Added at Site N/A Sample Location 8" CMU Wall- Gri ds 8.8-A.2 to 8.8 to B-10 to B.6-10 to B.6-11.3 Elevation= 103'4"to 105'4" Sample Date Test Field Lab Test Max Load Cyl. Area Compressive Remark No.Recvd Date Cure Cure A;;e ounds s in Streit t~h, psi Code s M-12A 1-28-OS 2-2-OS 2 5 7 4,100 3.14 1,305 A M-12B 1-28-05 2-23-OS 2 26 28 6,550 3.14 2,085 A M-12C 1-28-05 2-23-OS 2 26 28 6,550 3.14 2,085 A M-12D 1-28-OS 2-23-OS 2 26 28 6,600 3.14 2,101 A Specified Strength at 28 Days (psi): REMARKS: A: These results are for informational purposes only. cc: BRAUN INTERTEC CORPORATION Christopher Rasmu sen Project Manager Providing en~ineeriri,g and environmental solutions since 1957 I~TE RTEC Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun lntertec Project No: SP-04-07304 Transmittal No: 1 To: Fred Hatch City of Monicello 505 Walnut Street Suite 1 Monticello, MN 55362-8831 From: Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Density Tests 1 1-79 Transmittal List Information Sent BRR Density Tests City of Monicello Density Tests New Client Density Tests Olson Associates Density Tests Wal-Mart Stores, Inc.Density Tests Weis Builders Density 'Tests Signature: Sent By: Rasmussen Christopher Phone: (651) 487-3245 Nev. bY6/04 . Providing engineering and environmendal solutions since 1957 Braun Intertec Corporation PhonFS: 651.4 f3.324~i 245 fast Roselown Avcnuc^ Fax. 65 1.4f37 ! r~ 12 INTERTEC s, Praul, MN 5s>» w~~ ~„GU„~r,~c~t~c~~~~r, Report of Field Compaction Tests Date: December 1, ?004 Client: Mr. Richard Miscnhimer VJaI-iV1art Stores, Inc 001 Southeast 100c1i Street Bentonville, AR 7271(>-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3fi24-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil Il) and Classification Optimum IVloisture IV1ax_ (sob Dry Density Std. Proc.) pct) In Place Moisture In Place Dry Density pct) Relative Cnnrpaction Specikied IVlinintum Conlpuct. onunents 4 11-9-04 N P-1/Sl'-SM 14.3 1.15.2 7 119 103 95 A 5 11-9-04 N P-1/SP-SM 14.3 115.2 9 117 102 95 A 6 11-9-04 N P-1/SP-SM 14.3 115.2 7 1.20 104 100 A 7 11-9-04 N P-1/SP-SM 14.3 115?6 119 103 100 A 8 11-9-04 N P-1/SP-SM 14.3 115.?7 1.19 103 100 A 9 11-9-04 N P-1/SP-SNI 14-3 115.2 7 117 102 95 A 10 11-)-04 N P-1/SP-SM 14.3 115.2 6 117 102 100 A Key: N = Nuclear, t1,S'I'M D 29'?2 SC = Sand Crone, ASTM D 1556 A = 'Test results comply with specifications. E) = Test results do not comply with specifications. l'est Test I_,ocatinn Elevation __.. 4 Parkinyr Lot Subgrade: 240'S, 330' W of the NW Corner oPtlie Proposed Building 97 5 1?arking Lot Subgrade: 100'S, 340'W of'thc NW Corner of the Eroposed Building 96 1/2 6 Parkinb l..ot Subgrade: 250'S, 310' W of the NW Confer of tl~e Proposed Building 9b 7 Parking L,ot Subgrade: 150'S, 360' W of the NW Cor~~er of the Proposed Building 98 Pal'kllle Lot Subgrade: SO'S, 330' W of the NW Corner of the Proposed Building 98 9 Parking Lot Subgrade: 60'S, 60'E ol'tl~e SF Corner of the Proposed Building 97 10 Parking Lc?t Subgrade: 4U'S, 40'F, of the SE Corner ol~the Proposed F3uildinb 98 iElevation Reference: Finish Subgrade = 100.0 Braun liztertec Corporation Chris Rasmussen. ..__ Projeck Manager 8~~~i 79 Braun Infertec Corporp}ion Phnne' 65 i 487.3245 IA~TCpT~~ 245 Fnsl (~aseawnAvenue Fax: 6.51.487.1812 IV I L. R I SI. Pnu~, PAf~ 551 17 Wa!~: hiouninferfeC,~_cm r Report of Field Compaction Tests llate: December 1, 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`x" Street Bentonville, AID 72716-6489 Project: SP-U4-07304 Project llescriptiorz: Wa1-Mart Supc;rcenter Store X3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Soil Optimum Max. Lab Dry Density In Place In Place l)ry Relative Specified Minimum l'est Date Type 1D and C,lassi#ication Moisture Std. Prnc.) Act) Moisture Density pcf) Compaction Compact. u)Cnmmerats l l 11-)-04 N'P-1/SP-SM 14.3 115.2 7 118 102 100 A ` 12 11-9-04 N P-1/SP-SM 14.3 115.2 8 117 102 100 A 13 11-9-04 N P-1/SP-SM 14.3 115.2 7 116 101 100 A 14 11-9-04 N I'-1/Sl'-SM 14.3 115.2 8 117 102 100 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, E1.STM D 1556 A = Test results comply with specitcations. B = Test results do not comply wide specifications. Braun Inttrtec Corporation Clu~is Rasmussen Project Manager elevation .Reference: Finish Sub,g>rade = 100.0 R~ipi/ N Braun Intertec Corporption Phc,ne 651.487 ;j 245 NTH RTEC 245 Cast Rc>s~;lawn AvPriue rnx 651.487.1 8 . ~' 21. Paul, ~'vll~l 55 1 17 Vdeb braunlntt3fteC <_om Report of Field Compaction Tests Date: December 1, 2D04 Client: Mr. Richard Miscnhimer Wal-Mart Stores, [nc 2001 Southeast 100`t' Street Bentonville, AR 72716-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials "1'estinl; Southeast of Cedar Street and School B Monticello, MN Mas. l.ab In Place Specified Soil Optimum I)ry Density In Place Dry Relative 1Vlinimum I:17 and Moisture Std. 1'roc.)Nlaisture Density Compaction Compact.l est Date T'ype Classilication pct)ctp )Comments 15 11-10-04 lY P-2/SP-SM 9.4 125.3~7 122 97 9S 16 11-10-04 N 1'-2/SP-SM 9.4 125.3 8 119 95 95 A 17 11-1D-04 N P-2/SP-SM 9.4 125.3 8 119 9S 95 A 18 11-10-04 N P-2/SP-SM 9.4 125.3 7 12D 96 95 A 19 11-1U-04 N P-2/SP-SM 9.4 125.3 7 122 7 9S 20 11-10-04 N P-2/Sl -SM 4 125.3 7 122 97 9S A 21 11-10-04 N P-2/SP-SM 9.4 125.3 8 125 l0U 100 A Key: N Nu clear, A STM D 2922 A = T est results co mply with spe cifications. SC Sa nd Cone ASTM D 1.556 B = T est results do not comply w ith specificat ions. Brau~nnIntertec Corporation Clu~is P~asmussen Project Manager Elevation Reference: Finish Subb ode = l OD,0 A~~ INTERTEC r Report of Field Compaction Tests Date: December 1, 2004 Client: Mr. l~ichard Misenhimer Wal-Mart Stores, Lnc 2001 Southeast 100`h Street T3entonville, AR 72716-6489 Braun Infertec Corporation Phone: 65 1.4 8 / 3 2 4 245 East Roseirwn Avenue I Fax: G> 1.48?.l A 1 2 i Paui, MN .`i51 17 Wek;' L~rauninterlec_.rnm Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store 1,`•3624-UO Construction Materials Testing Southeast of Cedar Streei and School B Monticello, MN Max. T,.ab In t'lace Specified Soil Optimum Dry .Density In Place Dry Relative iVlinirrrum lD and Nlnisture Std. Proc.)Moisture Density Compaction Compact.l est llate Type Classitication pct)pct)C'nnrnrents 22 11-1.1-04 N P-2/SP-SM 9.4 125.3 6 120 95 95 vA 23 11-11-04 N P-2/SP-SM 9.4 125.3 8 115 92 95 B 24 11-11-04 N P-2/SP-SM 9.4 125.3 7 125 100 100 A 23A 11-11-04 N I'-2/SP-SM 9.4 125.3 8 120 95 95 f1. 25 11-11-04 N P-2/SP-SM 9.4 125.3 7 123 98 95 A. 26 11-11-04 N P-2/SP-SM 9.4 125.3 8 124 99 95 A 27 11-11-04 N P-2/SP-SM 9.4 125.3 8 125 100 95 A hey: N N uclear, A S'i'M D 2922 A w• W est results co mply with spe citications. SC Sa nd Cone ASTM D 1556 13 - `l'est results do not comply w ith specificat ions. Braun Intertec Corporation Chris Rasmussen Project Manager iElevation Reference: Finish Subgrade = 100.0 Braun Interfec Corporation Phone: h51.487.324 245 Fn;t Rnselawn AvEanue hax h51.4H7.181 INTERTEC ~~ Puy, MN >.~~ ~~ w~~ biouriinierte~:nnm Report of Field Compaction Tests Date: Decetnber 1, 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100°i Street Bentonville, AR 72716-6489 Project: SP-04-07304 Project Description: Wal-Mart Superc4nter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, IVIN est 7ate ype Sail In and Classification Optimum lVloisttrre Nlax. Lab 1)ry T)ettsity Std. Proc.) pct) In I?lace 1VIoisture In Place Dry JJensity pct) Relative Conspuction Specified Mitlinwtn Compact. otnments 28 11-11-04 N P-2/SP-SM 9.4 125.3 7 120 95 100 B 28A 11-1.1-04 N P-2/SP-SNl 9.4 125.3 7 125 100 100 A 29 11-11-04 N P-2/SP-SM 9.4 125.3 7 12G 101 100 A 30 11-11-04 N P-2/SP-SM 9.4 1.25.3 8 123 98 100 B 31 11-11-04 N P-1/SP-SM 14.3 115.2 7 107 93 90 A 30A 11-11-04 N P-2/SP-SM 9.4 125.3 7 12C 101 100 A 32 11-11-04 N P-2/SP-SNl 9.4 125.3 7 126 101 100 A Key: N = Nuclear, AS")~1v1 D 2922 SC = Saud Cone, ASTiV1 D 156 A == Test results comply with specifications. B -~ Test results do not comply with specifications. Test Test Locatin^11;levation 28 Sanitary Sewer Line # 1 'french Backfill: 75'F of Manhole # 558 98 28A RETEST: Sanitary Sewer 1_,1111-: # ]Trench Backfill: 75'E of [V(anhole # 558 98 29 Sanitary Sewer Line # 2 Trench 13ackfilL 175'E ofManhole # 556 97 30 Sanitary Sewer Line # I Trench Backfill: 50'N of Manhole # 559 99 31 Water Main Trench Baclclill Green Area: 95'NW of fond NI Corner 95 30A RETEST: Sanitary Sewer Line # I Trench Backfill: 50'N of Manhole # 559 32 Sanitary Sewer Line # 2 Trench Backfill: 40' W of Manhole # 555 98 Elevation Reference: Finish Sub~rade = 100.0 Braun Intertec Corporation r Chris Etasmussen Project Manager SYCAY~ INT~RTEC Report of Field Compaction Tests Date: December ] , 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Ittc 2001 Southeast 1 UU`h Street Bentonville, AI2 72716-6489 Braun Intertec Corporation 745 Fp,t Ko;elawn Avenue' Pr7ul, MN 551 IJ Project: SP-U4-07304 Plume 651.487.3245 Frx 651.487.1812 Wen brcn,nlntertaccom Project llescription: Wal-Mart Supercenter Store #3624-00 Constnrction Materials Testing Southeast of Cedar Street and School .B Monticello, MN l'est ate ype Soil l.D and Classiticatian Optimum Moisture Mas. I,ab Dry Density Std. Proc.) pct) lrr Place Moisture In Place Dry Density pct) Relative Compaction Specitied Minimum Compact. onunents 33 ~11-11-04 N T'-2/SP-SM 9.4 125.3 7 122 97 95 A 34 1.1-i1-04 N P-2/S:P-SM 9.4 125.3 6 121 96 95 A 3S 11.-11-U4 N P-2/SP-SM 9.4 125.3 7 125 100 l0U A 3Ci 11-11-04 N P-1/SP-SM 14.3 115.2 9 116 101 100 A 37 11-11-04 N P-2/SP-SNT 9,4 125.3 6 11.9 95 95 A 38 11-11-04 N P-2/SP-SM 9.4 125.3 G 119 95 9S A 39 11-11-04 N P-2/SP-SM 9.4 125.3 7 125 l0U 1.00 A liey: N = Nuclear, ASTM D 2922 SC -- Sand Cone, ASTM U 1556 A = Test results conrply with specifications. B = Test results do not comply with specifications. Test Test Location Elevation 33 Sanitary Sewer Line # 4 Trench Back~ll: lUU'S of Manhole # 555 93 34 Sanitary Sewer Line # 4 Trench T3ackfill: 40'S of Manhole # 555 9~~ 35 Sanitary Sewer Line # 2 'T'rench Baclclill: 200' W of Manhole # 555 99 36 Parking Lot Fill: 27U'Vd ofNW Proposed Building Corner 99 37 Sanitary Sewer Line # 4 Trench Backfill: 1.40'S of Manhole # 555 95 38 Sanitary Sewer Line # 4 Trench Baclaill: 11U'S of Manhole # 555 96 39 Sanitary Sewer Tine # 4 Trench 13ackfill.: 2S'S of Manhole # 555 99 Elevation Keference: Finish Subgrade = 100.0 Braun Intertec Corporation Chris Rasmussen Project Manager S ~ ~A U ~1 INTERTEC Report of Field Compaction Tests Date: December 1, 2004 Client: Nlr. Richard Misenhimer Wal-Mart Stores, lnc 2001 Southeast 100`f Street Bentonville, AR 72710-64$9 Braun Intertec Corporation J4.5 l.C:gt (Z~~xel~~wn Avenue 5t, Paul, MN 5.5117 Project: Sl'-04-07304 Plonc 651 nA,7.3t45 Fnx. 651.487.1 81 ") WeL- braunintFrtec:.r..om Project Description: Wal-Mart Supcrcenter Store #3624-00 Construction Materials '1 esting Southeast of Cedar Street and School B Monkicello, MN l'est ate T'ype Soil l.D once Classification Optiruurn Moisture Mai. Lab 1)ry Density Std. Proc.) pct) Tn ['lace Moisture Tn Place Dry Density pct) Relative Compaction Specified Minimum Compact. u)omments 40 11-11-04 N P-1/SP-SNI 14.3 115.2 12 1.07 93 90 A 41 11-11-U4 N P-1/SI'-SM 14.3 115.2 13 107 93 90 A. 42 11-11-04 N P-1/SP-SM 14.3 1.1.5.2 9 106 92 90 A. 43 11-11-04 N P-1/SP-SIVI 14.3 115.2 7 113 98 95 A 44 11-11-04 N P-1/SPASM 14.3 115.2 7 112.97 95 A 45 i 1-11-04 N P-1/SP-SM 14.3 115.2 7 1.1.6 101 100 A 46 11-11-04 N P-1/SP-SM 14.3 115.2 8 113 98 100 B Key: N Nuclear, ASTM D 2922 SC -- Sand Cone, ASTM D 1556 A - Test results comply with specifications. B = 'T'est results do not comply with specifications. l'est l'est J..ocation I+~levation 40 Water Trench Baclctill Crreen Area: 150'W ol'NW Pond Corner 96 41.Water Trench Backfill Creen Area: 7S' W of NW Pond Corner 97 42 Water Trench Backtill Careen Area: 144'W oPNW Pond Corner 98 4.i Water Trench Bacl~ll: 30'[: oFNW Pond C,ortter 96 44 Water Trench Backfill: 22'E of NW Pond Corner 97 45 Water'I'rench Backfill: 15') of NW Pond Corner 99 46 Parkit~~ Lot Fill: 210' W, 50'S of`NW Proposed Building Corner 9S Elevation Re#'erence: 1~'i.nish Subbrade = 100.0 Braun Intertec Crorporation 1~~ _, __ _- - - Chris Ra3tT1U5Sen Project Manager r,-- B~~V iNTERTEC Braun Infertec Corporation 245 E~a'st Koelnwn llvenue St. Pnul, MN 55117 Report of Field Compaction Tests Date: December 1, 2004 Client: Ivlr. Richard Misenhitner Wal-Mart Stores, Inc 2001 Southeast 100"'Sheet Bentonville, Alt 7271E-G489 Project: SP-04-07304 Phane. 651 ~187.3~4` Fax: 6.S 1 4.8 7' 8 1 2 Web hraunin - - - - _ -n Project Description: Wal-Mart Supercenter Store #3624-00 Construction. Materials Testing Southeast ot'Cedar Street and School B Monticello, MN est Date ype Soil ID and Classification Optimum Moisture Max. I'.ab I)ry Density Std. Proc.) pct) In Place iVloistur-e In Place Dry Density pct) Relative Compaction Specified Mininmm Compact. orrrments 47 11-11-04 N P-2/SP-SM 9.4 125.3 7 117 93 95 B 48 11-11-04 N P-2/SP-SM 9.4 125.3 7 125 100 100 A 49 11-11-04 N P-2/SP-SM 9.4 125.3 8 127 1.02 100 A 47A 11-11-04 N P-2/SI'-SM 9.4 125.3 7 123 98 95 A 4fiA 11-11-04 N P-1/SP-SM 14.8 115.2 7 117 102 100 A hey: N = Nuclear, ASTM D 2922 SC: = Sand Cone, ASTM D 15~G A = Test results comply with specifications. I3 = I"est results do not comply with specitications. Test l'est Location Naevation 47 Sanitary Server Liue 4 Trench Backtlll: 20'N of SS2 97 48 Sanitary Sewer Line 4 Trench I3acktill; 90'S of SSA 49 Sanitary Sewer Line 2 't'rench BackfilL• 150' W of SS5 100 47A RETI/S`1': Sanitary Se~vet' .Line 4 Trench 13ackf111: 20'N ol` SS2 97 46A RETEST: Parking Lot Fill: 210'W, 50'S ofNW Proposed Building Corner 98 Elevation Refere~'tce: Finish Subgrade = 100.0 Braun Intertec Corporation. Chris Rasmussen Project Manager B !t A!J 1~1 INT~RT~C Braun Intertec Corporation 245 Fast Rq;elc7wn Avenue St. Peril, MfJ .5.51 17 Report of Field Compaction Tests Date: December 1, 2004 Client: Mr. Richard Misenhimc;r Wal-Mart Stores, Inc 2001 Southeast 100`h Street Bentonville, AR 72716-6489 Project: Sl'-04-07304 P!inne 6.51.4.8i:S?45 VJei~~ brc~unirr.-.._._._-.~n Project Description: Wal-Mart Supercenter Store X3624-00 Construction Materials 'T'esting Southeast of Cedar Street and School B Monticc;llo, MN T'est ate ype Soil ID and Classification optimum Moisture 1VIax. Lah Dry Density S[d. Proc.) pct) In Place Moisture u) In Place llry Density Pct Relative Compaction Specified Minimurn Compact. ntnments W 57 1.1-12-04 1V Y-2/SI'-SM 9.4 25.3 7 126 101 100 A 58 11-12-04 N P-2/SP-SM 9.4 125.3 7 125 100 100 A 59 11-12-04 N P-2/SP-SM 9.4 125.3 8 122 97 100 B 60 11-12-04 N P-2/SP-SM 9.4 125.3 8 1.20 96 95 A 59A 11-12-U4 N P-2/SP-SM 9.4 125.3 8 125 100 100 A 61 11-12-04 N P-2/SP-SM 9.4 125.3 8 1.27 102 100 A~ 62 11-12-04 N 1'-2/SP-SM 9.4 125.3 7 126 101 100 A Key: N = Nuclear, .~S'I'M I1 2922 SC., = Sand Cone, AS'I'M. D 156 A = Test results comply with specifications. 13 = Test results do not comply with specifications. l'est l'est r~ocution - _ - -Elevation _ ._ 57 Sanitary Sewer Line # 4 't'rench Backfill: GO' E of SS2 91i 58 Sanitary Sewer Line # 4 french Bacl:fill: 225'E of SS2 96 59 Water Main'I'rench Bac1::Ci11: 215'N, 80'W ofNW Proposed Building Corner _98 GO Witter Main Trench Backlil'1: 155'N, 8U'W of NW Proposed Building Corner 96 59A RETEST: Water Main "french Backfill: 215'N, 80' W of NW Proposed Building Corner 98 61 Sanitary Sewer I.,ine # 4 Trench Backfrll: 30'E of 5S2 100 62 Sanitary Sewer Line # 4 Trench Backfill: 200'E of SS2 9$ Elevation Reference: Finish Subgrade = 100.0 Braun lntertec Corporation Chris Rasmussen Projcet Manager B~Ay INTERTEC Report of Field Compaction Tests llate: December 1, 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`'' Street Bentonville, AR 72716-64$9 Braun Infertec Corporation 2AS Fast Rosclawr Avenue St. Paul. MN .5.51 17 Project: SP-04-07304 Phone: b ~ 1.487 3'~;I Fax: 651.4f3~ 181? Wckr orauninte~ ,- - ,, Project Description: Wal-Mart Supercenter Store t~3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN IVlas. Lab In 1'face Specified Soil Optirnum Dry llensity In Place Dry Relative Minimum If) and Moisture Std. I'roc.)Moisture Density Compaction Compact. Test Date T'ype Classitication pct)pct)Conux~ents 63 11-12-04 N P-2/SP-SM 9.4 125.3.7 122 97 9~A 64 11-12-04 N P-1/SP-SM 14.3 115.2 9 113 98 95 A 65 11-12-04 N P-1/SP-SM 14,3 1152 8 117 102 100 A 66 11-12-U4 N P-1/SP-SM 4.3 115.2 9 117 102 1.00 A 67 11-12-04 N P-1/SP-SM 14.3 115.2 7 107 97 100 13 68 11-12-04 N P-1/SP-S1VI 14.3 1152 5 108 97 100 B 69 11-12-04 N 1'-2/SP-SN1 9.4 125.3 7 119 95 95 A Key: N - Nuclear, ASTM I7 2922 SC = Sand Cone, AS"I'M D 156 A = Test results comply with specifications: B = Test results do not comply wiih specifications. Braun Intertec Corporation Chris Rasmussen Project Manager Elevation :Reference: Finish Subb>7rade = 100.0 SR~riI~ INTERTEC r Braun Intertec Corporation 245 East kr~selav~n nvenuc St. Paul, MN 511 l7 Report of Field Compactiola Tests Date: December 1, 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 1.00`x' Street Benlnnville, AR 72716-648) Project: Sl'-04-07304 Phone. 6~ 1.481.:3'245 Pcax: 6 51. ~1 8 7.1 8 1 2 Wab: braunlnfer~ec.corn Project llescriptian: Wal-Mart Supercentc:r Store #3624-00 Construction Materials Testing Southeast of Cedar Stc~eet and School B Monticello, MN est ate ype Soil LD and aassitication Optimum IVloisture Nlax. L.ab Dry Density Std. Proc.) pcf) In Place Moisture u) I.n Place Dry Density pcf) Relative Compaction Specified NIinin~um Compact. r)omments 70 11-12-04 N P-2/SP-SNI 9.4 125.3 8 127 102 100 A. 71 11-12-04 N P-2/SP-SM 9.4 125.3 7 126 101 100 A 72 11-1.2-04 N P-2/SP-SM 9.4 125.3 8 120 96 95 A 73 11-12-04 N P-2/SP-SM 9.4 125.3 8 117 93 95 B 74 11-12-04 N 1'-2/SP-SM 9.4 125.3 7 127 102 100 A 73A 1.1-12-04 N P-2/SP-SM 9.4 125.3 8 126 101 100 A Key: N = Nuclear, AS'I'M D 2922 SC -- Sand Cone, ASTM D 1556 A == Test results comply with specifications. B = Test results do not comply with specifications. Test Test Location ~Elevation 70 Parking Lot .Fill: 75'S, 175' W of Proposed NW Buildinb Corner 100 71 Water Trench Backfill: 15'S, 80'W of Proposed NW Building Corner 97 72 Water Trench Baclcfill: 60'S, 80' W of Proposed NW Building Corner 5 73 Water Trench Backfill: 82'S, 80'W ot'Proposed NW Building Corner 9C> 74 Water Trench Backfill: 20'S, 80'W of Proposed NW .Building Corner 98 73A.RETEST: Water'I'renchBackfill: 82'5,80'Wofl'roposcdNWBuildingCorner 96 Elevation Reference: Finish Subgrade = 100.0 Braun Intertec Corporation Chris Rasmussen Project Manager B~A~I~ INTER7EC Braun Interiec Corporation Phone. f~51.487.3245 24.5 East Rnselawn /wenur Fnx: 651.48/.1 ?? 12 51. R;ul. M~J 55 1 17 Web: brauninte trc.r.nrn Report of Field Compaction Tests Date: Dccr;mber 1, 2004 Client: Mr. Richard Misenhimer Wal-Mart StorLs, Inc 2001 Southeast 100`t' Street Bentonville, Alt 7271G-G489 Project: 5P-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN l'est ate Type Soft ID and Classiticatinn Optimum Moisture u) Max. Lab - Dry Density Std. Yroc.) pct) In I'tace Moisture In Place Dry Density pct) Relative Compaction Specified Minimum Compact. on1I11C]]t5 75 11-15-04 N P-2/Sf -SM 9.4 125.3 8 120 96 100 B 7SA 11-15-04 N Y-2/SP-SM 9.4 125.3 8 125 100 100 A 7G 11-15-04 N P-2/SP-SM 9.4 125.3 8 116 93 95 B 7GA 11-15-04 N P-2/SP-SM 9.4 125.3 8 123 98 95 A 77 11-15-04 N P-2/SP-SM 9.4 125.3 8 123 98 95 A 78 i 1-1.5-04 N P-2/SP-SNl 9.4 125.3 8 120 9G 95 A 79 11-15-04 N P-2/SP-SM 9.4 125.3 7 122 97 95 A Key: N = Nuclear, ASTM D 2922 SC = Sand C.'one, AS"('M D 1556 A -~ Test results comply witlr specifications. B = Test results do not comply with specifications. Test Test Location Elevation 75 12 "-Water Maizt 'french Backfill: 135'S, 83' W of the NW Building Corner 98 75A 1.2F1`I"EST: Water Main Trench .k3acklill: 135'5, 83' W of the NW Building Corner 98 7(a S" Sanitary Sewer Line #3 Trench Backl"ill: ] 00'N of Ntanhole #SSS 94 76A RE"1'F;S'C: 8" Sanitary Sewer Line #_~ Trench Backfill: 100'N of Manhole #SSS 94 77 8" Sanitary Sewer Line #3 "french Backtill: 100'N of Manhole #SSS 95 1 /2 78 1.2"Water Main Trench South Side oFSS Line # 2: 20'W of 55 # G 94 1/2 79 12" Water Mani Trench South Sidi; of SS Line # 2: 25' W of SS # fi Elevation Reference: Finish Subgrade = 100.0 Braun Intertec Corporation Chris Rasmussen Project iVIanager B R~U N INTERTE~Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun Intertec Project No: SP-04-07304 Twansmittal No: 22 To: Fred Patch From: Braun Intertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN 55117-1943 Suite 1 Monticello, MN 55362-8831 Re: Wal-Mart Snpercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review information Sent Co ies Reference Numbers Comments/Clarification Masonry Tests 1 G 12-G 13, G 17-G 18 Transmittal List Information Sent BRR Masonry Tests City of Monicello Masonry Tests Wal-Mart Stores, Inc.Masonry Tests Weis Builders Masonry Tests Signature: Sent By: Rasmussen Christopher Phone: (651) 487-3245 rzev. 8~6ioa . Providing engineering and envtronmentad solutions since 1957 BRAUN INTERTEC Braun Interfec Corporation Phane: 651.487.324.5 245 fast Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web. brounintartcc.com Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: January 24, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`h Street Bentonville, AR 72716-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set Number G-12/ 9012 G-12B G-12C G-12D ate Cast 1-21-OS 1-21-05 1-21-OS 1-21-OS ix Design Iix Temperature 63 it Temperature 67 Slump (in.)9 it Content 2.S ocation Gridline B between rids 4.8 7.8, Elev. 107'4" to 111'4"- Sample Data: verage Width (in.) verage Height (in.) verage L/W Ratio orrectiori Factor rea inz)11.04 11.225 11.240 11.246 aboratory Data: ate Received 1-24-OS 1-24-05 1-24-OS 1-24-OS field Cure (days)3 3 3 3 ab Cure (days)4 25 25 ZS est Age (days)7 28 28 28 ate Tested ~1-28-05 2-18-OS 2-18-OS 2-18-OS est Results: aximum Load (lbs.)15,000 45,000 41,500 44,500 omp. Strength (psi)1,360 4,010 3,690 3,960 vg. Comp. Strength (psi) S ecified Stoen h ( si)2,000 2,000 2,000 2,000 Remarks: K: The above 28-day tests meet the specified strength c: Braun Intertec Corporation L/® - Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INT~RTEC Braun Intertec Corporation Plionc 65 1.487.3245 245 Easf Rnselawn Avenue Fax: 6S 1.4871 812 St. Paul, MN 551 17 Weh: hrouninlertr;c.com Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: February 8, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stares, Inc. 2001 Southeast 10`~ Street Bentonville, AR 727.16-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School 131vd. Monticello, MN field Data: Set Number G-13/ 9013 G-13B G-13C G-13D ate Cast 1-24-OS 1-24-OS 1-24-OS 1-24-05 ix Design 31C4073 ix Temperature 67 it Temperature 42 Slump,(in.)9'/4 it Content 1.8 ocation 8" CMU Wal l- Grid B. between Grids 4.8-7.8, Elev. l .l9'4" to 123'4„ ample Data: verage Width (in.) verage Height (in.) verage 1J/W Ratio Correction Factor rea in') .11.28 11.167 11.147 11.122 aboratory Data: ate Received 1-26-2005 1-26-OS 1-26-OS I-26-OS field Cure (days)2 2 2 2 ab Cure (days)5 26 26 26 est Age (days)7 28 28 28 ate Tested 1-31-OS 2-21-OS 2-21-OS 2-21-05 est Results: aximum Load (lbs.)24,000 56,500 39,500 39,000 Comp. Strength (psi)2,040 5,060 3,540 3,510 vg. Comp. Strength (psi) S ecified Stren th ( si)2,000 2,000 2,000 2,000 Braun Intertec Corporation Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Brpun Intertec Corporation Phone: b51.487.3245 245 East Roselawn Avenue Fax: 651.487.181 2 Sf. Paul, MN 551 17 Web: brouninterter.com Standard Method o~ SAMPLING AND TESTING GROUT ASTM C 1.019-84 Date: February 23, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, lnc. 2001 Southeast 10`h Street Bentonville, AR 72716-b489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Field Dada: Set Number G-17/ 9017 G-17B G-17C G-17D ate Cast 2-1-OS ix Design 31C4073 ix Temperature 73 it Temperature 68 S1urnP (in.)9 it Content 1.9 ocation 8" CMU Wall-Grids B.6 10 11.3 to 13-B.6 to 13-E.2,1/lev. 115'4" to 119'4" Sample Data: verage Width (in.) verage Height (in.) verage L/W Ratio Correction Factor rea ins) ~3.733 aboratory Data: ate Received 2-S-OS field Cure (days)4 ab Cure (days)6 est Age (days)10 Date Tested ~2-11-OS est Results: aximum Load (lbs.)3$,500 Comp. Strength (psi)3,520 vg. Comp: Strength (psi) S ecified Streit h ( si)2,000 eu,a,-,cs: r: r ne spec,nea sirengm was met at the 1 U-day age accordtng to the above test results. c:Braun Intertec Corporation y ~. Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRauN INTERTEC Brpun Inferfec Corporation Phone: 651487.3245 245 East Roselawn fwenue Fax: 651.4E37.1 812 St. Paul, MN 55117 Web: brr~uninterter..corn Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-$~4 Date: February 23, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`~ Street Bentonville, AR 72716-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set Number G-I 8/901$ ate Cast 2-7-p5 ix Design 31C4073 ix Temperature 63 it Temperature 37 Slump (in.)8'/4 it Content ocation 8" CMU Wall-Grids 13-E.2 to 13-E.8 to 14-E.8 to 14-J.4, Elev. 103'4" to 107'4" ample Data: verage Width (in.) verage .Height (in.) verage L/W Ratio arrection Factor rea ins aboratory Data: ate Received 2-I4-OS field Cure (days) ab Cure (days)7 est Age (days)7 ate Tested -2-21-OS est Results: aximum Load (lbs.)48,500 omp. Strength (psi)4,370 vg. Comp. Strength (psi) S eciEed Stren th ( si)2,000 xemar~cs: r: fine specftfea strength was met at the 7-day age according to tha above test results. c:Braun Intertec Corporation C./' Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN II~TERTE~Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun Intertec Project No: SP-04-07304 Transmittal No: 20 To: Fred Patch From: Braun Intertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN 55117-1943 Suite 1 Monticello, MN 55362-$831 Re: Wal-Mart Snpercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 41-42 Transmittal List Information Sent 13RR Concrete Tests City of Monicello Concrete Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, lnc.Concrete Tests Weis Builders Concrete Tests Signature: Sent By: Rasmussen Christopher Phone: (651) 487-3245 ~ R`°. xreio.~ • Providing engineering and environmental solutions since 1957 INTERTEC TYPES OF FRACTURE Compressive Strength of Concrete Cylinder Report Date: 2/14/05 l'est Method: ASTMC 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, loc.Project Desc: Wal-Mart 5upercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 42 WM/SC 1'254MixDesign: Date Cast: 2/3/2005 Supplier: Granite City Time Cast: 4:20 pm Specified Air (%): 6~-/-1 Date Received: 2/4/20DS Specified Strength (psi): 4000 Measured Slump (in.): (ASTMC 143) 4 Ticket Number: 1 16/ 65640 Measured Air (%): 6.8 Cylinders per Set: 4 Concrete Temp (°F): 65 Cylinders Cast By: TSBraun Air'1'emp (°F): 34 Liquid Added On Site: None Sample Location: Slab-on-Grade F'-1 Compression Test Results r`. `' a~ I Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.daysj days)days)pounds) (inches)in.'-) (psi) Type Method* Code(s) 42A 1 6 7 114570 6.00 28.27 4050 D N F: 42B 1 27 28 4zc 1 27 2s 42D 1 34 35H Capping Method: N=ASTMC IZ31, Unbonded Caps S=ASTMC 617, Sulfur Caps_ Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Not Given Pour Location: Slab-on-Grade - Compressor House Copies to: Braun Intertec Corporation f Bone: 651.487.324.5 24.5 Fnst Roselawn Avenue F.^..x: 651.4871 81 2 St. Paul, MN 55117 Web: brauninlertec.cnm A B C A ~ Cone Cone & Cone & Shear Cglumnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Lb iNr~~T~c Braun Intertec Corporation Fl~one 6.51,487„ 1745 245 East Roselown Avenue Fnx: 651.487.1 81 2 St, Paul, MN .551 17 Web: hrauninterteccom Compressive Strength of Concrete Cylinder Report Date: 2/9/05 Test Method: ASTMC 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and Schopl Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:41 WM/SC Mix Design:T254 Date Cast:2/1/2D05 Supplier:Granite City Time Cast:2:10 pm Specified Air (%):6~-/-1.5 Date Received:2/2/2005 Specified Strength (psi):4000 Measured Slump (in.): (ASTMC 143)3 1/2 Ticket Number:71/65614 Measured Air (%):7.1 Cylinders per Set:4 Concrete Temp (°F):63 Cylinders Cast By:TS/Braun Air Temp (°F):34 Liquid Added On Site: 5 Gal Water to 7 Yards Sample Location.: Pharmacy Canopy Column fads B.4-O.S Compression Test Results Field Lab Test Cure Cure Age Sample No.days)days)days) 4lA 1 6 7 4113 1 27 28 41C 1 27 28 41D 1 34 3SH Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.=) 127800 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4520 D N F: Capping Method: N=ASTMC 1231, Unboncled Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure "Temp: Not Given Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 195 a~~~ KITE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun lntertec Project No: SP-04-07304 Transmittal No: 19 To: Fred Hatch From: Braun lntertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN 55117-1943 Suite 1 Monticello, MN 55362-8$31 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 40 Transmittal List Information Sent BRR Concrete Tests City of Monicello Concrete Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests Weis Builders Concrete "Pests Signature: Sent By; Rasmussen Christopher Phone: (651) 487-3245 Hev. X/h/O~J Providing engineering and environmental solutions since 1957 8~39-~ INTERTEC Compressive Strength of Concrete Cylinder Report Date: 2/7/05 Test Nlethocl: AS"I'M. C 39, 6 ~ 12 Cylinder Client: Richard Nlisenhimer Project No.: SP-04-07304 Val-Mrurt Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3634-00 2001 Southeast 10th Street Southeast oPCedar St. and School Blvd. Bentonville, AR 72716-Ei489 Monticello, NIN Field Test Conditions and Results Set Number: 40 WNf/SC Mix Design: N203 Date Cast: 1/31/2005 Supplier: Granite City l'ime Cast: l0:lU am Specified Air (%): NR Dater Received: 2/1/2005 Specified Strength (psi): 3000 Measured Slump (in.): (AS'1'eV1 C 143) 1 Ticket Number: l 19/65586 Measured Air (%): 1.6 Cylinders per Set: 4 Concrete 'Temp (°F): 60 Cylinders Cast I3y: TS/Braun r~ir Temp (°F): ;? Liquid Added Un Sitc: None Sample Location: Footings A-2 to A-3 Sampled at Footings A-3 Compression Test Results Field Lab Test Cylinder Cylinder Cure C,'ure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (clays) (days) (days) (potuids)inches) (in.-') (psi) Type Method'" Code(s) 40A 1 6 7 127630 6.00 28.27 4510 A N F: 40f3 1 37 2i; 40C I 27 28 40D l 34 3511 Cappir{fir r~lelhod: N-.4STilI C 1?31, Unhondecl Caps .S=,iS7'IVI C 617, .Sr,~!/irr Cal»•. Break Ret~iarks: F: "I'he specit'ied strength was met at the 7-day age according to the above test results. General Remarks: FielcJ Cure 't'emp: Not Given Copies to: TYPES OF FRACTURE Braun Infertec Corporation I Phone C~51.4r3/.374.5 5 Eost Rnselnwn Avenue inx' b~ 1.48?.l H'> 5'. "aul, NIN 551 17 Web'. brauninterh9c.com A B G d E Cone Cone & Cone & Shear Columnar Split Shear. Christopher I'Zasmussen Project Manager B R A 1.1 N I f~TE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun lntertec Project No: SP-04-07304 Transmittal No: 2S To: Fred Patch City of Monicello 505 Waluut Street Suite 1 Monticello, MN 55362-8831 From: Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 551 ] 7-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested Information Sent Co ies Reference Numbers Density Tests 1 354-381 Transmittal List BRR City of Monicello Olson Associates Veit & Companies, Inc Wal-Mart Stores, inc. Weis Builders Information Sent Density Tests Density Tests Density Tests Density Tests Density Tests Density Tests Signature: Sent By: Rasmussen Christopher Phone: (6S 1) 487-3245 For your records Comments/Clarification For review le~. t~6io.~ Providing engineering and environmental solutions since 1957 Qon~~u IIVICICIG~ Report of Field Compaction Tests Date: March 7, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2041 Southeast 100`n Street Bentonville, AR 72716-6489 Braun Interlec Great Lakes, Inc. 7.45 Fast Roselown /venue St. Paul, MN 55117 Project: SP-04-07304 Phone: 65 1.4 E37.3 245 Fax: 651.4II7.1II12 Web: brauninterteccom Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B lVlonticello, MN est ate ype Soil ID and Classification Optimum Moisture Max. Lab Dry Density Std, Proc.) pct In Place Moisture In Place Dry Density pct Relative Compaction SpeciSed Minimum Compact. omments 354 2-2-OS N P-2/SP-SM 9.4 125.3 9 125 100 98 A 355 2-2-OS N P-2/SP-SM 9.4 125.3 8 124 99 9$A 356 2-2-OS N P-2/SP-SM 9.4 125.3 8 123 98 98 A 1 Key: N = Nuclear, ASTM D 2922 SC. - Sand Cone, ASTM D 1556 A = Test results comply with specifications. B = Test results do not comply with specifications, Test Test Location Elevation 354 Grids G & .8 Compressor House Subgrade 964 355 Grids F & .9 Compressor House Subgrade 964 356 Grids E.4 & .9 Compressor House Subgrade 964 Elevation Reference: Finish Floor Elevation = 965.7 Braun Intertec Corporation Z) r Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN Braun Intertec Great Lakas, Inc. Phone: 6.51.487.3245 INT~RTEC 245 Easl RoselawnAvenuc I Fax: G51 487.1812 St. Paul, MN 551 17 Wnb: hraunintertec.corn Report of Field Compaction Tests Date: March 7, 2005 Project: SP-04-07304 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100"' Street Bentonville, AR 72716-6489 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Max. Lab Dry Density Std. Proc.) pct) In Place Moisture In Place Dry Density PLO Relative Compaction Specified Minimum Compact. omments 357 2-17-OS N 1'-1/SP-SM 14.3 115.2 8 116 101 9$4 358 2-17-OS N P-1/SRSM 14.3 115.2 8 115 100 98 A 359 2 17-OS N P-1/SP-SM 14.3 115.2 8 115 100 98 p 360 2-17-OS N P-1/SP-SM 14.3 115.2 7 114 99 98 A 361 2-17-05 N P-1/SP-SM 14.3 115.2 8 115 100 98 A 362 2-17-05 N P-1/SP-SM 14.3 115.2 8 115 100 9$A 363 2 17 05 N R1/SP-SM 14.3 115.2 7 116 101 98 A Key: N SC Nu Sa clear, A nd Cone STM D 2922 ASTM D 1556 A = T B = Te est results co st results do mply with spec not comply w ifications. ith specificat ions. Braun^Intertec Corporation C.lc-~./ ~ ~ ~ Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Finish Floor Elevation = 966 BRauN INTERTEC Braun Intertec Great Lakes, Inc. Phone.: 651.487.3745 245 Easl Ros'elawn Avenue fox: b51.487.1 812 Si. Paul, MN 5.5117 Web: hraunin~ertec.cam Report of Field Compaction. Tests Date: March 7, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`t' Street Bentonville, AR 72716-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Max. Lab Dry Density Std. Proc.) pct) In Place Moisture In Place Dry Density pct) Relative Compaction Specified Minimum Compact. omments 364 2-17-OS N P-1/SP-SM 14.3 115.2 8 115 100 98 A 365 2-17-US N P-1/SP-SM 14.3 115.2 7 115 100 98 A 636 2-17-05 N P-1/SP-SM 14.3 115.2 8 116 101 98 A 637 2-17-05 N P-1/SP-SM 14.3 115.2 8 114 99 98 A 638 2-17-OS N P-1/SP-SM 14.3 115.2 7 l1S 100 98 A 639 2-17-05 N P-1/SP-SM 14.3 115.2 8 116 101 98 A 370 2-17-OS N P-1/SP-SM 14.3 115.2 8 115 100 98 A Key: N = Nuclear, ASTM D 2922 SC = .Sand Cone, ASTM D 1556 A = Test results comply with, speciticarions. 13 = Test results do not comply with specifications. Test Test Location Elevation 364 70'N & 22S'E of Grids 1 & B Subgrade 965 365 75'N & 175'E of Grids 1 & B Subgrade 965 636 0'N & 125'E of Grids 1 & B Subgrade 965 637 70'N & 75'E of Grids 1 & B Subgrade 965 638 75'N & 25'E of Grids 1 & B Subgrade 965 639 15'N & 15'E of Grids 4 & K Subgrade 965 370 65'N & 30'E of Grids 4 & K Subgrade 965 Elevation Re#'erence: Finish Floor Elevation = 966.0 Braun Intertec Corporation C O~ C s Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Braun InfeAec (`areal Lakes, Inca Phone: 651.487,3245 245 Earl Roselawn Avenue Fax: 651,487.1 f31 7_ St. Paul, MN 5~1 I% Web; braunintertec,com Report of Field Compaction Tests Date: March 7, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`h Street Bentonville, AR 72716-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-DO Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. I,ah In Place Specified Soil Optimum Dry Defxsity Iu Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction Compact.Test Date Type Classification pct pct)Commegts 371 2-17-OS N F-1/SP-SM 14,115.2 8 115 100 98 A Key: N Nu clear, A STM D 2922 A = T est results co mply with spe cifications. SC Sa nd Cone ASTM D 1556 T est results do not comply with specifica tions. Braun Intertec Corporation o r Chris Rasmussen Froject Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Finish Floor Elevation = 966.0 BRAUN Braun Interfec Great lakes, Inc. Phgne 65 1 ~ $ %.3 7.4.5 INTERTEC 245 Eost Roselawn Avenue I fax; 651 A87.181'2 St. Paul, MN 551 17 Weh: 'oiaunintertec.com Report o;f Field Compaction Tests Date: March 7, 2005 Project: SP-04-07304 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`h Street Bentonville, AR 72716-6489 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Maz. Lab Dry Density td. Proc.) pct) In Place Moisture In Place Dry Density pct) Relative Compaction Specified Minimum Compact. omments 372 2-21-OS N P-4/ CL S 7.1 136.2 7 136 99 98 A 373 2 21 O S N P-4/ CL S 7.1 136.2 7 136 99 98 A 374 2-21-05 N P-4/ CL 5 7.1 136.2 6 138 100 98 A 375 2 21 OS N P-4/ CL 5 7.1 136.2 7 131 96 98 13 376 2-21-05 N Pte/ CL 5 7.1 136.2 7 129 95 98 B 377 2-21-OS N P-4/ CL 5 7.1 136.2 7 132 97 98 g 378 2 2 1-OS N Pte/ CL 5 7.1 136.2 6 130 9S 98 B Key: N SC Nu a clear, A nd Cone STM D 2922 ASTM D 1556 A = T B = T est results co est results do mply with spec not comply w ifications. ith specificat ions, Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Contractor Staking BRauN INT~RTEC Report of Field Compaction Tests Date: March 7, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`" Street Bentonville, AR 72716-6489 Soil ID and Test Date Type Classircation 375A 2-22-05 N P-4/CL 5 376A 2-22-OS N P-4/CL 5 377A 2-22-OS N P-4/CL 5. 378A 2-22-OS N P-4/CL 5 379 2-22-OS N F~/CL 5 380 2-22-OS N 1'-4/CL 5 381 2-22-05 N P-.4/CL 5 Key: N = Nuclear, ASTM D 2922 SC - Sand Cone, ASTM D 1556 Relative Compaction Specified Minimum Compact. omments 99 98 A 99 98 A 98 98 A 99 98 A 98 98 A 98 98 A 98 98 A A = Test results comply with specifications. B = Test results do not comply with specifications. Test Test Location 375A RETEST: Class 5: Interior 5ubgrade @ l~.S-2 376A RETEST: Class 5: Interior Subgrade @ E-3.5 377A RETEST: Class 5: Interior Subgrade @ G.S-2 378A RETEST: Class S: Interior Subgrade @ H.5-3 379 Interior Subgrade Class @ H.5-2 380 Interior Subgrade Class @ H.5-3 381 Interior Subgrade Class @ J-5 Elevation Reference: Contractor Staking Braun Intertec Great Lakes, Inc. Phone: 651,487.3245 245 East Ra;elgwn lwr;nue Fax: 651,487.1 812 5t. Paul, MN 551 17 Weh; brauninlcrteccom Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab Tn Place Optimum Dry Density In Place Dry Moisture Std. Proc.)Moisture Density Pct)Pct) . 7.1 136.2 7 136 7.1 136.2 7 136 7.1 136.2.6 135 7.1 136.2 7 136 7.1 136.2 6 135 7.1 136.2 7 135 7.1 136.2 6 135 Elevation 964 '/z 964 '/~ 964 '/~ 964 '/z 965 '/z 965 %z 965 t/z Braun Intertec Corp tion a.~.a~ r Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN I KITE RTES Letter of Transmittal Client: Wal-Mart Stor;•+ Inc.Braun lntertec Project No: SP-04-07304 Transmittal No: 21 To: Fred Patch From: Braun Intertec CorporationCityofMonicello245EastRoselawnAvenue 505 Walnut Street St. Paul, MN 55117-]943Snite1 Monticello, MN 55362-5$31 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your appm~ :'As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Masonry 'T'ests 1 M11-M12, G13-G14 Transmittal List Information Sent BRR Masonry Tests City of Monicello Masonry Tests Wal-Mart Stores, lnc.Masonry 'Tests Weis Builders ~.Masonry Tests Signature: Sent By: Rasmussen Christopher Phone: (651)487-3245 Rcv. 8/6/Od Providing engineering and environmental solutions since 1957 I(~JT~RTEC COtVIPRESSTVE 'L`EST OF MORTAR CI'I.,INllER Test Mettzod: AS'Til~l C' 1.09, 2" X ~1" Cylinders DATE: February 7, 2005 CLI1/NT: Mr. Richard Misenl'rimer lVal-rVlart Storc;s, Inc. 001 Southeast 10°i Street Bentonville, AR. 7271E-G~189 FIELD DATA• Braun Intertec Grept Lakes, Inc. I Phone 6 5 1 4 8 7.3 2 4 5 245 Fast Rnsc!awn Avenue Fax: 65 1.~1 87.1 A ! 2 Si. foul, Nlf~l 5`iI 17 Wcb: braunlnlr:rir,~c.cr~in PROTECT #: SROd-0730-1 PRO,lECT I)ESCIZIP'l'1ON: Wal-Mart Supercctlter Store f+362~1-0U SE of Cedar 5t, & Scllool 13Ivd. Monticello, MN DESIC:N DATA:Set Number date Cast i01 1 Nlix Desir~n T e "S"Yp Time Cast I-~4.OS 1 1:3U am Srrpplier Specikiecl Air Spec. Mix vteasurr,d Slump N/A Specified Strength N/A 1 500vteasuredAirN/A Truck or Ticket #N/AoncreteTernpe:raturc X19 Cylinders Pear Set fir Temperature 52 ylinder Cast 13y JV/ T31 iquid Added at Site N/A atnple I.~ocatiou 8" CMU Wall- Grid 13 between Grid 4.8 & 7.5, Elev.=123''1•" to 1.25'~t" Sample Date Test Field 1,ab Test tVlax Load Cyl. Area CompressiveNo.. l-I I;\ Recvd Uate Cure 1-26-U5 I-3I U5 `~ Cure e ounds Ll in Stren~th,L M- I l C~L-2G-05 2-21-05 Z 5 2G 7 28 3?UO 3.I~t 1,019 M- 11 C l -26-U5 2-? I -OS ?v t 2S N1-IlD I-2G-US 2-21-US Specified Str ength at 28 Days (psi): Rk;M~'+t~.~.S:A: •flaes~ results are for illfornlatiol lal pt.arposes orafy. BRAIN INTF,RTE~C COIt P~)RA-I'I(9N rte" 4hrisiopher Rasnn.rsscn Project Manager Remark. Code( A 3 ~ .,~# ~ ~'' INTERTEC COtI~iPRESSIVE TEST Ol~~ ivIORTAR CYLINDER Test IY:Iethod: ASrI'NI C 109, 2" ~C 4" Cylinders DATE: February s, Zoos CL.iEiYT: Mr. Richard Misenhimer Wal-Mart Stoles, Inc. 2001 Southeast 10`t' Street Bentonville, AP. 72`716-641;9 Braun Intertec Great Lakes, Inc. 2~i5 Last Rgt,c,~lawn Averur~ Si. Paul, MrJ .5.51 I PROJECT #: 5P-04-0731) I'RO.IEC`I' DESCR(1'T[Oty: Wal-Mart Supercenter Store i~3624-00 SE of Cedar St. & School Blvd. Monticello, MN NI•one: C)51 4LI7.32~5 Iax: 051.481.!817 wP.IJ: f)I(]l.lf llflfaff~'C.(.()I:1 FIELD DATA:DESIGN DATr~: Set Number M-12/ 6012 Mix Design Type "S" Date Cast 1-26-?00s Supplier Spec. Mix ime Cast 2:00 pat Spccitled Ai,-N/A Measured Slump N/A Specified Strength 1,s00 Measured Air N/A Truck Or Ticket #N/A Concrete "I'entpcrature 7 Cylinder's Per Set it Tumperariu'e s4 Cylinder Cast By JV/ E31 Liquid Added at Site N/A Sample Location 8" CMU Wall- Grids 8.8-A.2 to 8.3 to B-10 to k3.6-lU to B.6-1 1.3 Elevation- 103'4" Co 105'4" Sample Date Test Field Lab Test Max Load Cyl. Area Compressive Remark No.-Zecyd Date CuI'e-Cure A,~pounds _(5c itt Str~n(rth. 5t Code s M-12A 1-28-US 2-2-OS 2 5 7 4,100 3.14 1,.105 A N1-1213 1-28-OS 2-23-0s 2 26 28 M-12C 1-2~-OS 2.23-US 2 26 2b M-12D Specikied S trength at 2;{ llays (psi): ItEtY(ARKS: A: These results are For inl'~ormational purposes only cc: E3[ZAIJN INTER"['EC CORPORA"LION Cltt'istophe:r Rasmussen Project Manager A ~7 ~~ i r~rE RT~c Standard Method of SAIVif'.taING AND TI+;STING G]f~OUT AS"T'IVl C~' 10.9-84 Date: February 8, 2005 Cliet>,t: Mr..Richard IViisenhialer Wal-Mart Stores, lnc. 001 Southeast lU`I' Street Bentonville, AR 72716-6489 Braun Intertec Great Lakes, Inc. 45 En:;l Rn~,elown Avr;r.ue St. Paul, MN 5..51 17 Project No.: SP-04-07304 Fhone 651.4t;7:~24 Fnx. b ti 4 t3 ;'. H :' Web: brauriinlerirc,corn Project Description: Wal-Mart Supercellter Store #3624-00 Southeast of'Cedar St. and School Blvd. Monticello, NIN Ficlci Data: Set Nulllber C~-l3/ 9013 G-1"313 G-13C. G-13U 17ate Gast 1-24-US 1-24-05 1-24-05 1-24-05 Mi:~t Design 31(:4073. Nlix Temperature i7 Air Temperature 42 Slump (in.)9'/a Alr Colltetlt ovation 8" CM7J Wall- Grid B between Grids 4-8-7.8, .Elev. 119'4" to 13,4„ Sample Data: verage Width (in-1 Average He.i~ht (in.l Average L/W Ratio Correctiotl Factor Laboratory Data: Date Received 1-26-200 Pic:ld Cure (days) ~2 Lab Cttre (clays)5 1 est r\ge (clays)7 Dace Tested 1-31-OS Test: Results: 1V1aXltllutll Load (Ibs.)nOO Comp. Strength (psi)2,040 Avg. Comp. Stt'etlgth (psi) S )ecitied Strength (psi)2.000 Kemarltiti: f\: lltese rctiults .lt'e tar IntOrnlatiunal purposes only. c:Braun lntertec Corporation C.l)ristopher J. Rasmussen Project Manager INTERTEC Standard Method of SAtY1PLING AND "I'LSTING GRGU~' ASTM C 1019-5~ F llatc: February 8, ?005 Client: Nlr. Richard iVlisenhinter Wal-Mart Stores, lnc. 2001 Southeast 10`I' Street Bentonville, A.F~ 72716-6=189 Braun Interlec Great Lnkes, Inc. 245 Ease Rosc~krwn Avenue Sr. Paul. MP.I 551 17 Project i~1o.: SP-0~1-07304 Phone: 651.48%. _?24S Fax: 65 l X187 i 81 2 Web: brauninle~toc com Project Description: Wal-Mart Superccnter Store #3621-00 Southeast ot`Cedar SL and School Blvd. Monticello, NI.N t+'icld Data: Set Nutitber CC-14; 9014 f3-1=1B G-l JC G-1~1U Date Cast 1-26-OS 1-26-05 1-26-05 1-26-OS Mix Design 31C4073 Nl is 'Temperature 6~1 Air Temperature 56 Slump (in.)9" fir Content l.9 Location 8"CMU Wall- Grids 8.8-A.2 to 8-8-I3 tq B-10 to 13.6-1 D to B.6 I 1.3, Elevation-10.3'1" to 107'4" S.tmple 1.7ata: Average Widtlt (in.) Average FleighC (in.) Average L/AV Ratio Correction Factor Area inz)11.28 L~iboratory Data: Date Received 1-28-0~ ield Cure (days)2 Lab Cure (days)5 Kest Age (days)7 Drlte Tested 2-2-OS _ Test Results: M~>,~imum Load (Ibs.)33,000 Comp- titrc:n~~~tlt (psi)2,5=10 Avg- Comp. Strength (psi) S eGltled StfC;n~~'tl] (BSI)2,000 Kcntarks: F: The specified sfreu~~th vas met at the 7-day age accortltn~~ to fife above test resorts. c:Braun lntertec Corporation i~' (~ /i Christopher J. Rasmussen Project tilanagcr I h1TE TES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun Intertec Project No: SP-04-07304 Transmittal No: 14 To: Fred Hatch From: Brann Intertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN SS1I7-1943 Suite 1 Monticello, MN 55362-8831 Re: Wal-Mart Supercenter Store #3624-p0, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 36, G-8, G-10-G-11, M-8-M-9 Masonry Tests I G-8, G-10-G-11, M-8-M-9, 36 Transmittal List Information Sent BRK Concrete Tests, Masonry Tests City of Monicello Concrete Tests, Masonry Tests Granite City Ready Mix Companies C:oncrete Tests Lewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests, Masonry Tests Weis Builders Concrete Tests, Masonry Tests Signature: Sent By: Nhone: mussen Christopher 1) 487-3245 r~,~-~.~.e K~ Rev. Aih,'Od Providing engineering and eravironmenta sn :etinns since Braun Intertec Corporation 245 Easf Rosehwn Avenue 5t. Paul, MN 551 17 Standard Method of SAMPLING AND TESTING GROUT ASTM C 119-84 Date: January 21, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Project No.: SP-04-07304 Phane: 65 1.487.3 245 Fax: b,>1.487.1812 Web' brpuninterter...com Project Descriptiox-: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set Number G-8 ate Cast 1-5-OS Mix Design 31C4073 ix `Temperature 68 it Temperature Slump (in.)8'/a it Content 1.8 ovation Corefill-Grids K-4 to K-7 to J-7 to J-8 Elev: 99'4" to 103'4" Sample Data: verage Width (in.) verage Height (in.) verage L/W Ratio Correction Factor rea inz) aboratory Data: ate Received 1-7-05 field Cure (days)2 2 2 2 ab Cure (days)5 26 26 26 est Age (days)7 28 28 28 Date Tested ~1-12-05 2-2-05 2-2-OS 2-2-OS est Results: aximum Load (lbs.)25,000 Comp. Strength (psi)2,250 vg. Comp. Strength (psi) S ecified Strength ( si)2,000 Remarks: L: The average 7-day test result meets the specified strength. Braun lntertec Corporation Christopher J. Rasmussen Project Manager BRAUN IN1'ERTEC p,.,,1',!ir,R cn~r;rtrrrin~ anr! c•nt'rrnnmcnt;r! snhrtrnns etnc-„ !uK7 B R~-U N INTERTEC Braun Inferfec Corporation Phone: 6.51.487.3245 245 East Roselawn Avenue fax: 6.51.487,181'2 St. Paul, MN 551 17 Web: hrouninlerlec.corn Standard Methpd pf SAMPLING AND TESTXNG GROUT ASTM C 1019-84 Date: January 21, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`h Street Bentonville, AR 72716-6489 Project Nn.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast oFCedar St. and School Blvd. Monticello, MN field Data: Set Number G-10 / 9010 ate Cast 1-10-OS ix Design 31 C4073 ix Temperature 65 it Temperature :52 Slump (in.)8'/4 it Content 1.9 ocation 8" CMU WI~I.,-Grids B-1 to B-3.9 & B-3.9 t o 3.9-A.l, Blev. 103'4"to 107'4" Sample Data: verage Width (in.) verage Height (in.) verage L/W Ratio Correction Factor rea inz 11.22 aboratory Data: ate Received I-12-OS I-12-OS 1-12-OS I-12-05 field Cure (days)2 2 2 2 ab Cure (days)5 26 26 26 est Age (days)7 28 28 2$ ate Tested ~1-17-OS 2-7-OS 2-7-OS 2-7-05 est l~esults: aximum Load (lbs.)29,000 Comp. Strength (psi)2,580 vg. Comp. Strength (psi) S ecified Strength ( si)2,000 Remarks: L: The average 7-day test result meets the specified strenb~th. c: Braun lntertec Corporation t.~i" " Christopher J. Rasmussen Project Manager h,,n i.iir: ~ ~n~~inrciiri~- ur:cl ~.'ni it ~rrnrn~ril >r~lirti,~n~ >iti<<' l~s' BRAUN NTERTEC Braun Interte<Gorporption Phana' b.51.487,3245 2a5 Fast Roselawn Avenue Fax: 651,487.1 81 2 t. Paul, MN 551 17 Web: hraunintertec.corn Standard Method o#' SAMPLING AND TESTING GROUT ASTM C 1.01.9-84 Date: January 21, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`h Street Bentonville, AR 72716-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set Number G-11A G-11B G-I1C G-11D Date Cast 1-11-OS i:c Design 31C4073 is Temperature 77 it Temperature 56 Slump (in.)9'/z it Content 1.7 ocation 8"CMU Wall-Grids B-1 to B-3.9 to A.1-3.9 Elev:l l 1'4" to 115'4" Sarr-ple llata: verage Width (in.) verage Height (in.) verage L/W Ratio Correction Factor rea inZ) ~11.22 aboratory llata: ate Received 1-13-OS field Cure (days)2 ab Cure (days)5 est Age (days)7 28 28 28 ate Tested ~1-18-OS est Results: aximum Load (lbs.)25,000 Comp. Strength (psi)2,228 Avg. Comp. Strength (psi) S ecified Stren th si)2,000 Remarks: L: The average 7-day test result meets the specified strength. c: Braun lntertec Corporation Christopher J. Rasmussen Project Manager 17P~1i~7i~n'~r i')1^171Pc'1'Itln ii 11i{ e711'i?'n)~111i'11~i1~ ci~~tljil~ri9 Sills"i' 11)57 BRAUN Braun Intertec Garppration Phone: f~51.487.3245 NTE RTEC 245 East koselawn fWenue Fax: 651.487.1 8 1 2 St. Paul, MN 551 17 Wef~: brauninfertec.carn COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders DATE: January 21, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10"' Street Bentonville, AR 72716-6489 PROTECT #: SP-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School Blvd. Monticello, IVIN IEL,D DATA: Set Number ate Cast ime Cast easured Slunap easured Air Concrete Temperature Air Temperature Cylinder Cast By Liquid Added at Site Sample Location ESIGN DATA: M-8/ 6008 ix Design Type "S" 1-10-05 Supplier Spec Mix 2: ] 5 pm Speci:~ed Air N/A N/A Specified Strength 1500 N/A Truck or Ticket #N/A 51 Cvlinders Per Set 4 51 JV/BI N/A 8" CMiJ Wall -Grids B-] to B-3.9 to 3.9-A.1 Elev: 109'4" to 111'4" Sample Date Test Field Lab Test Max Load Cyl. Area No.Recvd Date Cure Cure Aye ounds s in M-8A 1-12-OS 1-17-OS 2 5 7 3,600 3.14 M-8B 1-12-OS 2-7-OS 2 26 28 M-8C 1-12-OS 2-7-05 2 26 28 Specified Strength at 28 Days (psi): REMARKS: A: These results are for informational purposes only. cc: Compressive Remark Strength si Code s 1,146 A BRAUN INT1aRTFC CORPORATION Christopher Rasmussen Project Manager r' ;,~ ~Ji,;,~ ;.n~in~.;~tinr nn~1 ~=r~ri~r~r~m~~nt,zl cr~!utirm•: ;~-~~~ 1~S' sRAUN INTERTEC COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders DA'I'S: January 21, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`" Street Bentonville, AR 72716-6489 Braun IntertecCorporation I Phone: 651,A87.3245 245 East Roselawn Avenue Fax: 651.487.18 12 5t. Paul, MN 551 17 Web: braunintertec.com PROJECT #: SP-04=07304 PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 5E of Cedar St. & School Blvd. Monticello, MN IELD DATA:ESIGN DATA: Set Number M-9 ix Design type "S" ate Cast I-l 1-05 Supplier Spec-Mix ime Cast 1:20 pm Specified Ai.r N/A easured Slump N/A Specified Strength 1,500 Measured Air N/A ruck or Ticket #N/A Concrete Temperature 47 Tinders Per Set 4 Air Temperature 57 Cylinder Cast By JV/BI Liquid Added at Site N/A Sample location 8" CMU Wall-Grids B-1 to B-3.9 Elev: 117'4" to 119'4" Sample Date Test Field lab Test Max load Cyl. Area Compressive Remark No.Recvd Date Cure Cure Age ounds s in Strength, osi Coda s M-9A 1-13-OS 1-18-OS 2 S 7 3,600 3.14 1,146 A M-9B 1-13-OS M-9C 1-13-OS M-9D Specified Strength at 28 Days (psi): REMARKS: A: These results for informational purposes only BRAUN INTERTEC CORPORATION Christopher Rasmussen Project Manager Prutidirr, ~-n~in~~urin,~ surd ~riiinnun.nt~rl solutions sir1~~~ ]u57 BRAUN Braun Infertec Gorpargtion Phone: 651,487.3245 INTERTEC 245 EastRoselawnA~enue Fax: 651.487.1812 SI, Paul, MN 55117 Web: braunintertec.com Compressive Stren~ h of Concrete Cylinder Report Date: 1/26/ 5 Test Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc, Froject Desc: Wal-Mart Supercenter Store #3624-OD 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 7271 b-64$9 Monticello, MN Field Test Conditions and Results Set Number:36 WM/SC Mix Design:T237 Date Cast:12/28/20D4 Supplier:Granite City Time Cast:1:30 pm Specified Air (%):NR Date Received:12!29/2004 Specified Strength (psi);3000 Measured Slump (in.):ASTM C 143) 4 Ticket Number:85/65295 Measured Air (%):6.1 Cylinders per Sot:4 Concrete Temp (°F):60 Cylinders Cast By:TS/Braun Air `T'emp (°F):34 Liquid Added On Site:None Sample Location: Fo undation Wall at B.35 - 15 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.z)psi) Type Method*Code(s) 36A 1 6 7 11$885 6.00 2$.27 4200 A N F: 36S 1 27 28 150600 6.00 23.27 5330 A N K: 36C 1 27 28 156020 6.00 28.27 5520 A N K: 36D 1 34 35F1 Capping Method: N=ASTMC 1131, Unbonded Caps S=ASTMC 617, Sailfi~r Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Fie]d Cure Temp: 48.6/62 TYPES QF FRACTURE Copies to: A B C D E Cone Cgne ~ Cone &Shear Columnar Split Shear Christopher Rasmussen Project Manager 1'ruri~litr~ etrtiin~~~rin~ ~nrd ~~nlinrrlm~ntal snluriun.~ since 1~)5i. B R~1~ N I NTE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. To: Fred Hatch City of Monicello SOS Walnut Street Suite I Monticello, MN 55362-8831 Braun intertec Project No: SP-04-07304 Transmittal No: 18 From: Brawn Intertec Corporation 24S East Roselawn Avenue St. Foul, MN SS117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Masonry Tests 1 G-S Transmittal List Information Sent BRR Masonry Tests City of Monicello Masonry Tests Wal-Mart Stores, Inc.Masonry "Pests Weis Builders Masonry Tcsts Signature: ~• Sent By: Rasmussen Christopher Phonc: (651) 487-3245 Rev, 8/6'OJ Providing engineering and environmental solutions since 1957 I i;' , x- 4~. 9 w r I 4 I BRAUN INTERTEC Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: January 21, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`h Street Bentonville, AR 72716-4489 Braun InteMee Great Lakes, Inc. 245 East Roselawn Avenue 5t. Paul, MN 55117 Project No.: SP-04-07304 Phone: 65 1.487.3245 Fax: 651,487.1812 Web: Eiraunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Braun Intertec Corporation 1L`-' _ Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Remarks: L: The average 7-day test result meets the specified strength.K: The above 28-day test meets the specified strength. y l r~~ 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Over 40 Years Of Building Rewarding Relationships" December 8, 2004 City of Monticello Attn: Fred Patch 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Wal-Mart Supercenter #3624, City of Monticello Dear Mr. Patch: Enclosed you will find information pertaining to a recent change requested by Wal-Mart for store # 3624 in Monticello, MN. The change has been labeled "Construction Change Directive #2" (CCD #2), and consists of the following items: Add thermostatic mixing valve at hand sinks CI 5414 Separate chicken from ready-to-eat deli CI 5415 Revise pipe blocking detail CI 5459 Fiberglass refrigeration pit and invert elevation change CI 5460 Bakery protection cafe door CI 5494 Add beverage alcove at Courtesy Desk CI 5499 Revise color concrete transitions CI 5533 Replace Schluter aluminum transition with 2' wide solid aluminum transition CI 5534 Replace overhead door 500M with an automatic entrance slider CI 5536 Toilet room compliance CI 5537 Add LVO pan washer and three-compartment sink CI 5544 Chamfer corner in hallway of TLE CI 5613 Add shade cloth, delete trench drain, and modify translucent panel area CI 5639 Replace Deli pedestal hot case with standard hot case CI 5656 Delete grocery case uplights CI 5773 Enclosed vestibule design MC 9007 Update site lighting and electrical. Relocate irrigation booster pump (HEI). Relocate power poles, panel, water heater, etc., in photo lab (HEI) Correct model numbers on condensers (HEI) Confirm need for irrigation booster pump and provide power if required (HEI) Confirm the emergency lighting requirements (HEI) Clarify Type VI board insulation (BRR) Revise A7 to show quarry the (BRR &HEI) Add foundation insulation. More specifically, the following items are being submitted to assist you in reviewing the proposed changes: 1) 2 copies/originals of the sheets revised as a result of this CCD (with changes highlighted);2) A detailed Narrative describing the changes sheet-by-sheet; At this time I am requesting department review the changes submitted for compliance with your local code(s). Inordertominimizepossibledisruptiontotheconstructionschedule, your prompt review of this material will beappreciated. If there is anything we have failed to provide in order for you to complete your review, pleasecontactmeimmediatelyat (913) 236-3427, I will arrange far you to receive any further information you mayrequire. Sincerely, Dan Von eggern Permit Expeditor BRR Architects fi700 Antioch Plaza, Suite 300 Merriam, KS fi6204 Direct Phone: (913) 23fi-3427 Email: dvonse ern brrarch.com sl~~-uw NTE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun Intertec Project No: SP-04-07304 Transmittal No: 16 To: Fred Hatch From: Braun Intertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN SS117-1943 Suite 1 Monticello, MN 553b2-8831 Re: Wa!-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 38 Transmittal List Information Sent BRR Concrete Tests City of Monicello Concrete 'T'ests Granite City Ready Mix Companies Concrete "Pests Lewis Construction, lnc.Concrete Tests Wal-Mart Stores, lnc.Concrete Tests Weis Builders Concrete Tests Signature: Sent By: Phone: (651) 487 3245 Rasmussen Christopher Hev. 8/G/04 . Providing engineering and environmental solutions since /957 Phone'. 651.487.3245 Braun Interlec Corporation 1 S 12487651 B RAID N Fax. 245 East Roselpwn Avenue Web. brauninterte~.com St. Paul, MN 55117 INTERTEC f Concr ete Cylind er Report Date: 1/31/05 Compressive Stren;th o 6 x 12 CylinderC39 l'est Method: ASTM Richard Misenhimer Project No.: SF-04-07304 Wal-Mart Supercenter Store #3624-00 Client: Wal-Mart Stores, Inc.project Desc: Southeast of Cedar St. and School Blvd. 2001 Southeast 10th Street Monticello, MN Bentonville, AR 72716-6489 Field Test Conditions and Results 38 ~/SC T237 Mix Design: Granite City Set Number:12/30/2004 Supplier: Date Cast: Time Cast: 1 a 5 pm Specified Air (%): 3000 ecified Strength (psi)S Date Received: ASTM C 143)inSl 12/31/2004 4 1/2 p 111 Ticket Number: 4 Set:umpMeasured 3 2 Cylinders per TSBraun Measured Air (%):63 Cylinders Cast By: Concrete Temp (°F):39 Air Temp (°F):None Liquid Added On Site: Foundation Walls,i Compressor House on:Sample Locat Coin ression Test Results Field Lab Test Max Load Cylinder Cylinder ing Remarks Diameter Area Strength Fracture ~ pPod* Code(s) Cure Cure Age ys) (d s)s) (dadaN aunds)9 inches) (in?) (ps1) Typo 3230 D N F: 2728 6do.Sample 38A 1390 6.00 N K: 00 28.27 4020 D 6 K 38B 1 27 28 28 113790 109970 N 6.00 28.27 3890 D 38C 1 27 38D 1 34 35H Capping Method: N=ASI'MC 1231, Unbonded Caps S=~$1' o h~ above est e~ults. Break Remarks: K• Thes boV12~sday ~est meets the specified st engtll ording General Remarks: Field Cure Temp: 81/49 TYPES OF FRACTURE Copies to: A l3 C p E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 s~~-ul~ NTE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun Intertec Project No: SP-04-07304 Transmittal No: 17 To: Fred Hatch From: Braun Intertec Corporation City of Monicello 245 East Roselawn Avenue 505 Walnut Street St. Paul, MN 55117-1943 Suite 1 Monticello, MN 55362-8831 Re: Wal-Mart Supercenter Stare #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 37, 39 Transmittal List Information Sent BRR Concrete Tests City of Monicello Concrete Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, lnc.Concrete Tests Wal-Mart Stores, lne.Concrete Tests Weis Builders Concrete Tests Signature: Sent By: Rasmussen Christopher Phone: (6S 1) 487-3245 Hev. 8/6/04 • Providing engineering and environmental solutions since 1957 r_- r i r f"`;, r , tt„~ B RAU N INTERTEC 8ravn Intedec Great Lekes, Inc. Phone: 651.487.3245 245 East Roselawn Avenue Fox: 651.487.1 81 2 St. Paul, MN 551 17 VWeb: braunintcrtec.com Compressive Strength of Concrete Cylinder Report Date: 1/31/05 Test Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Misenhimer Project Na.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:37 WM/SC Mix Design:N203 Date Cast:12/29/2004 Supplier:Granite City Time Cast:1:20 pm Specified Air (%):NR Date Received:12/30/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)3 3/4 Ticket Number:87/65331 Measured Air (%):6.3 Cylinders per Set:4 Concrete Temp (°F):60 Cylinders Cast By:T'SBraun Air Temp (°F):28 Liquid Added On Site:None Sample Location: Footing Cmpressor House Co><zllnression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.~)psi) Type Method*Code(s) 37A 1 6 7 116420 6.00 28.27 4120 A N F: 37B 1 27 28 136270 6.00 28.27 4820 D N K: 37C l 27 28 136750 6.00 28.27 4840 A N K: 37D 1 34 35H Cappirsg Method.' N=ASTM C 1231, Unbonded Caps S=ASTMC 617, Sttlfi~r Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results: K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 55/76 Copies to: TYPES OFFRACTUR~ A B C D E Cone Cone & Cone 8~ Shear Columnar Split Shear Christopher Rasmussen Project Manager i Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Braun Intertec Great Lakes, Inc. Phone: b51.487.3245 215 East Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: fJraunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/31/05 l'est Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, loc. Project Desc: Wa]-Mart Supercenter Store #13624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:39 WM/SC Mix Design:T237 Date Cast:1/3/2005 Supplier:Granite City Time Cast:1:50 pm Specified Air (%):None Date Received:1/4/2005 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)2 3/4 Ticket Number:8S Measured Atr (°/u):4.7 Cylinders per Set:4 Concrete Temp (°F):67 Cylinders Cast By:JWBraun Air Temp (°F):71 Liquid Added On Site:None Sample Location: Foundation Wall -Grid Line B between Grids 1.1 and 1.8+/- Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.z)psi) Type Method*Code(s) 39A 1 6 7 122800 6.00 28.27 4340 A N F: 39.B l 27 28 149200 6.00 28.27 5280 A N K: 39C 1 27 28 152030 6.OD 28.27 5380 A N K: 39D 1 34 35H Capping.M. ethod: N=.ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks:.Field Cure Temp: 47/81 Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 I h1TE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun lntertec Project No: SP-04-p7304 Transmittal No: 12 To: Fred Hatch From: Braun Intertec Corporation City of Monicello Z45 East Roselawn Avenue 505 'Walnut Street St. Paul, MN 55117-1943 Saite 1 Monticello, MN 55362-8831 Re: Wal-Mart Snpercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 30-33, 47-50 Density Tests 1 173-353 Masonry Tests 1 G1-G3, G4-G7, M1-M6 Transmittal List Information Sent BRR Concrete Tests, Density Tests, Masonry Tests City of Monicello Concrete Tests, Density Tests, Masonry Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, inc.Concrete Tests Olson Associates Density Tests Veit & Companies, lnc.Uensity Tests Wal-Mart Stores, Inc.Concrete Tests, Density Tests, Masonry Tests Weis Builders Concrete Tests, Density Tests, Masonry Tests Signature: ~ ' r Sent By: Rasmussen Christopher Nhone: (651)487-3245 Rev. 8/6/04 Froviding engineering and environmental solutions since 1957 i B EAU N i INTERTEC j Report of Field Compaction Tests Date: January 1 3, 2005 k Client: Mr: Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100s' Street Bentonville, AR 72716-6489 I ` 1 ' I I Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 A = Test results comply with specifications. B = Test results do not comply with specif cations. ocation Elevation 2" Water Main Trench Backfill 99 '/z tch backfill 963 '/z Bch backfill 963 '/z fill 964 1/z ckfill 964 '/z t"ill 965 kBll 965 for Elevation = 966.0 Braun Intertec Corporation Chris Rasmussen Project Manager Braun Inferfee Corporation Phane: 651.487.3245 245 Eost Roselawn Avenue fax: 651.487.1812 St. Paul, MN 551 17 Web: braunintertec.com Project: SP-04-07304 Project Description: Wal-Matt Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Max. I,ab Dry Density Std. Proc.) pct) In Place Moisture In Place Dry Density pcf) Relative Compaction Specified Minimum Compact. omments 173 11-19-04 N P-1/SP-SM 14.3 115.2 8 117 102 100 A 168A 11-19-04 N P-1/S1'-SM 14.3 115.2 6 114 99 98 A 169A 11-19-04 N P-1/SP-SM 14.3 115.2 7 116 101 98 A 174 11-19-04 N P-1/SP-SM 14.3 115.2 6 115 100 98 A 175 11-19-04 N P-1/SP-SM 14.3 115.2 8 116 101 98 A 176 11-19-04 N P-1/SP-SM 14.3 115.2 8 115 100 98 A 177 11-19-04 N P-1/SP-SM 14.3 115.2 7 114 99 98 A Providing engineering and environmental solutions since 1957 I; f_BRAUN 1' INTERTEC f- ` 'Report o~ Field Compaction Tests Date: January 13, 2005 s ~°?„ z Client: a Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100' Street Bentonville, AR 72716-6489 a, Brpun Infertec Corporo}ion 45 Easl Roselawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phone' 651.487.3245 Fax; 651.487.1812 Web: brqunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classifitcation Optimum Moisture Maa. Eab Dry Density Std. Proc.) pcf) I;n Place Moisture In Place Dry Density pct) Relative Compaction Specified Minimum Compact. omments 178 11-19-04 N P-1/SP-SM 14.3 115.2 9 105 91 9$B 178A 11-19-04 N P-1/SP-SM 14.3 115.2 9 117 102 98 A 179 11-19-04 N R1/SP-SM 14.3 115.2 9 116 101 98 A 1 Rn 1 l _t q_n4 Ar P_1 i.cp_c>\~r 1 n ~115.2 10 105 91 98 B X15.2 10 117 102 98 A 15.2 9 109 95 98 B 15.2 9 115 100 9$A A mm Test :results comply with specifications. B = Test results do not comply with specifications. vocation Elevation 962 '/~ Grids 1 & C 962 '/z 963 963 Grids 1 & D 962 5 962 '/z t 964 Braun 1_ntertec Corporation Chris Rasmussen Project Mana~~er Providing engineering and environmental solutions since 1957 BRAUN INTERTEC r ~;: i . '~ e; :° i ,. Report of Field Compaction,. Tests Date: January 13, 2005 Client: Mr. Richard Misenhimer kd'. Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 F,. Braun Intertec Corporation Phone: 651.487,3245 245 East Rnselown Avenue Fax: 651.487,1 81 2 St. Paul, MN 551 17 Web: braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab Density 1. Proc.) pct) In Place Moisture In Place Dry Density pct) Relative Compaction Specified Minimum Compact. omments 15.2 9 118 102 98 A 15.2 9 115 100 98 A 15.2 9 114,99 98 A 15.2 9 115 100 98 A 15.2 10 116 101 98 A 15.2 11 109 95 98 A 15.2 10 114 99 98 A A = Test results comply with specifications. B = Test results do not comply with specifications. vocation Elevation Grids 1 & D.S 962 1/z 5 964 %z 964 964 J 964 %z 960 Grids J & 2 960 Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 i, r I' N~~ R~, ~' ' ~ ddfI. ~,~; lye: t sRauw INTERTEC Braun Inferlec Corporation Phone: 651.4$7.3245 245 East Roselawn Avenue Fax: 651,487.1 $ 12 Sf. Foul, MN 551 17 Web: brqunintertec.com Report of Field Compaction Tests Date: January 13, 2005 Project: SP-04-07304 Client:Project Description: Mr. Richard Misenhimer Wal-Mart Supercenter Store #3624-00 Wal-Mart Stores, lnc Construction Materials Testing 2001 Southeast 100` Street Southeast of Cedar Street and School B Bentonville, AR 72716-6489 Monticello, MN Max, l.,ab In Place Speci#xedSoilOptimumDryDensityInPlaceDryRelativeMinimum ID and Moisture l'est Date Type Classification Std. Proc.) Moisture Density Compaction Compact. pct) (%) (pct) (%)Comments l88 11-19-04 N P-1/SP-SM 14.3 115.2 10 119 103 9g ~, Key: N = Nuclear, ASTM D 2922 A = Test results comply with specificationsSC -- Sand Cone, ASTM D 1556 B = Test results do not comply with specifications. Braun Tntertec Corporation Chris Rasmussen Project Manager I ~~;^ ~ Providing engineering and environmental solutions since ]957 Elevation Reference: Finish Floor Elevation = 966.0 BRAUN v~ INTERTEC I~ rv i.• Report of Reid Compaction Tests y Date: Tanuary 13, 2005a. Client: Mr. Richard Misenhirner rr ~' Wa1-Mart .Stores, Inc 2001 Southeast 100`x' Street Bentonville, AR 72716-6489 Brpun Infertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 t. Paul, MN 551 17 Web: braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street a~zd School B Monticello, MN Mas. Lab Density Proc.) pcf) In Place Moisture In Place 1?ry Density Pct) Relative Compaction Specified Minimum Compact. omments 1s.2 9 116 101 9S A 15.2 10 117 102 9S A 15.2 9 115 100 9S A 15.2 9 116 101 100 A 15.2 9 116 101 100 A 15.2 9 119 103 100 A 15.2 8 118 102 100 A A = Test results comply with specifications, B = Test results da not comply with specifications. ncation Elevation nt 94 t 95 1/z nt 97 nt 98 t 99 tit 100 ole # SD-16 98 1/2 B/xaurt~Intertec Corporation V~ Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN v4 INTERTEC f. ~' .: i;, Report of Field Compaction Tests Date: January 13, 2005 Client: Mr. Richaxd Misenhimer Wal-Mart Stoxes, Inc 2001 Southeast 100ei Street Bentonville, AR 72716-6489 f! I Braun Intertee Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web: hraunintertec.com Project: SP-04-0'7304 Project Description: Wal-Mart Supexcenter Store #3624-00 Construction Materials Testing Southeast of Cedax Street and School B Monticello, MN Sail TT .,,,a Optimum r~r..:~....-.. Mag. Lab llry Density c~-I Pxoc.) pct In Place Moisture In Place Dry Density pct - Relative Cotnpactinn Specified Minirnurn Compact. o~oI111T1eIlt5 15.2 7 117 102 loo A 15.2 6 117 102 '100 A 15.2 6 115 100 98 A 15.2 7 114 99 98 A 15.2 6 116 101 100 A 15.2 6 115 100 98 A 15.2 7 115 100 98 A A = 'l'est results comply with specifications. B = Test results do not comply with specifications. ocation Elevation ale # SD-16 100 le # SD-16 100 ilding Cornea 963 ildinb Corner 964 1/z le # SD-23 100 ling Corner 962 g Corner 962 ush Subgrade = 100.0 Bxaun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 t E' 4~, .. r. F i` ' .`: Y' r. BRAUN INTERT~C Report o~ Field Compaction Tests Date: January 13, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Ixlc 2001 Southeast 100`" Street Bentonville, AR 72716-6489 Braun In}erlec Corporation 245 East Roselawn Avenue St. Paul, MN 551 17 Project: SP-04-07304 Phone: 651.4 87.3 245 Fax: 6 51.4 8 7.1 812 Weh: brounintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction Compact. Test Date Type Classification pct)pct)Comments 203 11-22-04 N P-1/SP-SM 14.3 115.2 6 114 99 98 A 204 11-22-04 N P-1/SP-SM 14.3 115.2 7 115 100 98 A 205 11-22-04 N P-1/SP-SM 14.3 115.2 8 115 100 98 A 206 11-22-04 N P-1/SP-SM 14.3 115.2 7 117 102 98 A 207 11-22-04 N P-1/SP-SM 14.3 115.2 9 115 100 98 A 208 11-22-04 N P-1/SP-SM 14.3 115.2 9 115 100 98 A 209 11-22-04 N P-1/SP-SM 14.3 115.2 6 116 101 98 A Key: N Nuclear, A STM 17 2922 A M T est results c omply with spe cifications. S C = Sa nd Cone, ASTM D 1556 13 = T est results d o not comply with specifica tions. Braun Intertec Corporation i' v - - - Chris Rasmussen Project Manager Providing engineering and environmental sniutions since 1957 Elevation Reference: Finish Floor Elevation = 966.0, Finish Subgrade = 100.0 i 3 i BRADN INT~RT~C ry a Report of Field Compaction Tests Date: January 14, 2005 9 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100' Street Bentonville, AR 72716-6489 i F "s r '. Y'..:' ._ r ~ .-'~J~~'~ Braun Intertec Corporarion Phone: b51.487.3245 245 East Roselawn Avenue Fax: 651.487.181 2. 5t. Paul, MN 55117 Web' braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and . Classification Optimum Moisture Max. Lab Dry Density Std. Proc.) pcfl In Place Moisture In Place Dry Density pcfl Relative Compaction Specified Minimum Compact. omments 210 11-22-04 N R1/SP-SM 14.3 115.2 9 115 100 98 A 211 11-22-04 N P-1/SP-SM 14,3 115.2 7 114 99 98 A 212 11-22-04 N P-1/SP-SM 14.3 115.2 7 114 99 98 A ' 213 11-22-04 N P-1/SP~SM 14.3 115.2 8 117 102 98 A A m Test results comply with specifications. B = 'l'est results do not comply with specifications. cation Elevation ner of the Building 964 orner of the Building 964 ner of the Building 965 1/2 orner of the Building 965 t/z Braun Xn.tertec Corporation Chris Rasmussen l}roj ect Mcu~ager Providing engineering and environmental solutions since 1957 t' .i I i f .. r r'N a m. µ. BRAUN INTERT~ C Report of Field Compaction Tests Date: ranuary 14, 2005 Client:Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-64$ 9 Test Date Type Soil 1D and Classification 214 11-23-04 N P-1/SP- SM 215 11-23-04 N P-1/SP- SM 216 11-23-04 N P-1/SP- SM 217 11-23-04 N P-1/SP- SM 218 11-23-04 N P-1/SP- SM 219 11-23-04 N P-1/SP- SM 220 1123-04 N P-1/SP- SM Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM 17 155b A = Test results comply with specifications.B = Test results do not comply with specifications.Test Location Elevation zest 962 '/214 Exterior Wall Backfill: 200'N & 62'E of the SE Corner of the Buildinb z 963 '/215 Interior Wall Backfill: 190'N & S 8'E of the SE Corner of the 'Building z 963 '/216 Exterior Wall Backfill: 244'N & 62'E of the SE Corner of the Building z 962 '/217 Interior Wall Backfill: 318'N & 30'E of the SE Corner ofthe Building Z 6' I~218 Interior Wall Backfill: 318'N & 40'E of the SE Corner of the Buildinb 964 '/219 Interior Wall Backfill: 218'N & 58'E of the SE Corner of the Building z 962 220 Exterior Wall Backf 11: 323'N &. 20'E of the SE Corner of the Building Elevation Reference: Finish Floor Elevation = 966. 0 Braun Intertec Corporation Chris Rasmussen Project Manager Braun Intertec Corporation 245 East Roselawn Avenue 5t. Paul, MN 55117 Project: SP-04- 07304 Phone: 651.4 87.3 245 Fax: 6 51.4 87.1 B 12 Web: brauninterlec. com Project Description:Wal-Mart Supercenter Store #3624- 00 Construction Materials 't' esting Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Optimum Dry Density In Place Dry Relative Minimum Moisture Std. Proc.)Moisture Density Compaction Compact.Pct Pct Comments 14.3 115.2 b 116 101 98 A 14.3 115.2 8 113 9$98 A .14.3 115.2 9 116 101 98 A 14.3 115.2 6 114 99 98 A 14.3 115.2 8 116 101 98 A 14.3 115.2 7 113 98 98 p'14.3 115.2 8 116.101 98 A Providing engineering and environmental solutions since 1957 tea: ry, . 1 - T,r.a '{:: J ~. r jam i I y j BRAUN INTERT~C Report of Field Compaction Tests Date: 7anuary 14, 2005 Client: Mr. Richard 1Vlisenhimer Wal-Mart Stores; Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun Inferfec Corporation Phone: 651.487.3245 245 East Roseawn Avenue I Fax: 651.487,1 $ 1 2 5t. Paul, MN 551 17 Web: brauninteriec.com Project: SP-04-07304 Project Description: Wa1-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. I.ab In Place Specified Soil Optimum Dry Density In )Place Dry Relative Minimum T t ID and Moisture Std, Proc.)Moisture Density Compaction Compact.es Date Type Classification pcf)pct)Comments 221 11-23-04 N P-1/SP-SM 14.3 115.2 7 114 99 98 A 222 11-23-04 N P-1/SP-SM 14.3 115.2 8 114,99 9$A 223 11-23-04 N P-2/Sl?-SM 9.4 125.3 6 123 98 98 A 224 11-23-04 N P-1/SP-SM 14.3 115.2 8 116 101 98 A 225 11-23-04 N P-1/SP-SM 14.3 115.2 7 115 100 98 p, 226 11-23-04 N P-1/SP-SM 14.3 115.2 7 116 101 100 A 227 11-23-04 N P-1/SP-SM 14.3 115.2 10 117 102 100 A Key: N Nuclear, A STM D 2922 A = T est results co mply with spec ifications. SC Sa nd Cone ASTM D 1556 B W T est results do not comply w ith specifica tions. Elevation Reference: Finish Floor Elevation = 966,0, Finish Sub~;rade = 100.0 Braun Intertec Corporation Chris Rasmussen Project ManaSer Providing engineering and environmental solutions since 1957 Lr: t' r_ a:: c= r-~ p~. t_' i r a' m r'. ; ; r r BRAUN INTERTEC Report of Field Compaction Tests Date: January 14, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun InteHec Corporation 245 East Rnselawn Avenue 5t. Paul, MN 55117 Project: SP-04-07304 Phone: h51.487.3245 Fax: 651.487.181'2 Web: braun~ntertec.com Project Description: Wa1-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Soil Optimixm Dry Density In Place Dry Relative Minimum ID and\Moisture std. Proc.)Moisture Density Compaction Compact. Test Date T'ype Classification pct pcfl a)Comments 228 11-23-04 N l?-1/SP-SM 14.3 115.2 7 117 102 100 A 229 11-23-04 N P-1/SP-SM 14.3 115.2 8 108 94 98 B 230 11-23-04 N P-1/SP-SM 14.3 115.2 7 111 96 98 B 231 11-23-04 N P-2/SP-SM 9.4 125.3 8 122 97 100 B 231A 11-23-04 N P-2/SP-SM 9.4 125.3 8 127 101 100 A 229A 11-23-04 N P-1/SP-SM 14.3 115.2 8 115 1.00 98 A 230A 11-23-04 N P-1/SP-SM 14.3 115.2 7 115 100 98 A Key: N Nuclear, A STM D 2922 A = T est results c omply with spe cifications. S C = S and Con e, ASTM D 1556 B = T est results d o not comply with specifica tions. Brau~n,Intertec Corporation J y Chas Rasmussen Project Manager wa`J Providing engineering and environmental solutions since 1957 ti,~~ Elevation Reference: Finish Floor Elevation = 966.0, k'inish Subgrade = 100.0 F m: bs't~. a t 3 i w'- y 1 °::~: k. BRauN INTERTEC Report of Field Compaction Tests Date: January 14, 2005 Client: Mr. Richard Miserilaizner Wal-Mart Stores, Inc 2001 Southeast 100' Street Bentonville, AR 72716-6489 Braun Infertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phone: 651.487.3 245 Fax: 651.487.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. I,ab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction Compact. Cest Date Type Classification pcf)pct)Comments 232 11-23-04 N F-1/SP-SM 14.3 115.2 7 109 9S 98 B 233 11-23-04 N P-1/SP-SlVI 14.3 115.2 6 115 100 98 A 234 11-23-04 N P~1/SP-SM 14.3 115.2 8 118 100 98 A 238 11-23-04 N P-1/SP-SM 14.3 115.2 8 117 102 98 A 232A 11-23-04 N P-1/SP-SM 14.3 115.2 7 113 98 98 A 236 11-23-04 N P-1/SP-SM 14.3 115.2 7 115 100 98 A Key: N N uclear, A STM D 2922 A = T est results c omply with spe cifications. S C = S aud Con e, ASTM D 155b B = T est results d o not comply with specifica tions. Braun Intertec Corporation Chris Rasmussen Project Manager i YF Providing engineering and environmental solutions since 1957 Elevation Reference: Finish Floor Elevation =.966.0 a BRAUN INTERTEC Report of Field Compaction Tests k ` Date: Januazy 14, 2005 Client: Mr. Richard Nlisenhimer Wal-Mart Stores, Tnc I~ 2001 Southeast 100` Street. i Bentonville, AR 72716-6489 Braun Intertec Corporation 245 East Roseawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phone: 651.481.3245 Fax: 651.481.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN x. Lab Density Proc.) peg In Place Moisture Tn Place Dry Density pct Relative Compaction Specified Minimum Compact. omments 15.2 10 117 102 98 A 15.2 9 116 101 98 A 15.2 8 113 98 98 A 15.2 6 117 102 100 A 15.2 8 114 99 98 A 15.2 6 116 101 98 A A = Test results comply with specifications. B - Test results do not comply with specifications. ocation Elevation E ~962 E 963 1/2 l & E 965 ale # SD-19 99 '/z 7 & H 963 1/Z 7 & H 965 fish Sub~-ade ~ 100.0 Bra~unnIntertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 i~Y+ M C. :' I '.. rs~: . is .. ' BeavN INTERTEC Braun Infertec Corporclion 245 East Roselawn Avenue St. Paul, MN 551 17 Report o~ Fieid Compaction Tests Date: January 14, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Tnc 2001 Southeast 100`t' Street Bentonville, AR 72716-64$9 Project: SP-04-07304 Phone: b51.487.3245 Fax: 651.4 8 7.1 812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials 'Testing Southeast of Cedar Street and School B Monticello, MN z'est ate ype Soil ID and Classiticatiou Optimum Moisture Max. Lab Dry Density Std. Proc.) pcf) Tn Place Moisture In Place Dry Density. pct Relative Compaction Specified Minimum Compact. ouunents 243 11-29-04 N P-1/SP-8M 14.3 115.2 8 114 99 9$ 5 A A 244 11-29-04 N P-2/SP-SM 9.4 125.3 8 122 97 9 A 245 11-29-04 N P-2/SP-SM 9.4 125.3 7 122 97 95 A 246 11-29-04 N P-2/SP-SM 9.4 125.3 8 122 97 95 A 247 11-29-04 N P-2/SP-SM 9.4 125.3 9 124 99 95 A 248 11-29-04 N P-2/SP-SM 9.4 125.3 8 125 100 100 A 249 11-29-04 N P-2/SP-SM 9.4 125.3 8 12S 100 100 Key: N S N C -- S uclear, and Can ASTM 17 2922 e, ASTM D 1556 A = 'B B = T est results c est results d omply with spe o not comply w cif cations. ith specifica tions. Test Test Location ) elevation 243 Plumbing Trench Backfill: 18'S & 9'E Grids 3 & H 963 '/~ 244 18" Storm Drain 'T'rench Backfill: 35'8 of Manhole # SD-13 90 245 18" Storm Drain Trench Backfill: 80' S of Manhole # SD-13 92 246 18" Storm Drain Trench Backfill: 45'S of Manhole # 8D-13 94 247. 18" Storm Drain Trench Backfill: 88' S of Manhole # SD-13 96 248 18" Storm Drain Trench Backfill: 50' S of Manhole # SD-13 97 '/z 249 1$" Storm Drain Trench Backfill: 60' S of Manhole # SD-13 99 Elevation Reference: Finish Floor Elevation = 966.0, Finish 8ubgrade= 100.0 Bra~ujn~Intertec Corporation V~ Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Fx@`: i is I I x 1 k s. I r f 77,, 68', i. s~, x nw eRauN INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stares, Inc 2001 Southeast 100' Street Bentonville, AR 72716-6489 Braun Intertee Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 St. Poul, MN 55117 Web: braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supexcenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture 1VIax. Lab Dry Density Std. Proc.) pcfl In Place Moisture In Place Dry Density peg Relative Compaction Specified Minimum Compact. ouxments 250 11-2904 N F-2/SP-SM 9.4 125.3 10 119 9S 95 A 251 11-29-04 N P-2/SP-SM 9.4 125.3 9 122 97 95 A 252 11-29-04 N P~2/SP-SM 9.4 125.3 7 125 100 100 A 253 11-2904 N P-2/SP-SM 9.4 125.3 7 126 101 100 A 254 11-29-04 N P~1/SP-SM 14.3 115.2 8 113 98 98 A 255 11-29-04 N P-1/SP-SM 14.3 115.2 8 113 98 98 A 256 1-1-29-04 N P-1/SP-SNl 14.3 115.2 9 ~115 101 98 A Key: N _ Nucleax, ASTM D 2922 SC = Sand Cone, ASTM D 1556 A = Test results comply with specifications. 13 = Test results' do not comply with specifications. Test Test Location Elevation 250 18" Storm Drain Trench Backfill: 42' W, 2 Manhole # SD-31 94 251 1 S" Storm Drain Trench Backfill:' 121' W, 2 Manhole # SD-31 96 252 18" Storm Drain Trench Backfill: 160'W, 2 Manhole # SD-31 97 1/~ 253 18" Storm Drain Trench Backlill: 90'W, 2 Manhole # SD-31 99 254 Plumbing Trench Bacl~ll: 25'N & 14'1; of Grids 1 & H 965 '/z 255 Exterior Wall Baclcfill: 365'N & 3'E of Girds 1 & J 963 2S6 Interior Wall Bac1~11: 365'N & 3-'W of Girds 1 & J 963 Elevation Reference: Finish Floor Elevation = 966.0, Finish Subgrade = 100.0 B~rau~n Intertec Corporation tom'/ v Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 G ~ ~ ~BRAY N Braun Intertec Corporation Phon e: 651.487.3245 245 East Roselawn Avenue Fax:651.487.1 812 i-,~='.T pNIEI~TEC 51. Paul, MN 551 17 Web: hrcaunintertec.com G F; Report of Field Compaction Tests r '~ :' 'Date: January 17, 2005 Project: SP-04-07304 Client:Project Description: Mx. Richard Misenhimer Wal-Mart Supercenter Store #3624-00 Wal-Mart Stores, inc Construction Materials Testing 2001 Southeast 100` Street Southeast of Cedar Street and School B r , .Bentonville, AR 72716-6489 1Vlonticello, MN Max. hah In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum f `D and Moisture Std. Proc.) Moisture Density Compactio^Compact. Test Date Type Classi~catipn pct), (%) (pcf) (°/n)Comments x;,',', ~257 11-30-04 N 1'-1/SP-SM 14.3 115.2 9 100 98 A 258 11-30-04 N P-1/SP-SM 14.3 115.2 10 99 95 ~A J`259 11-30-04 N P-1/SP-SM 14.3 115.2 9 101.100 A 260 11-30-04 N P-1/SP-SM 143 115.2 9 101 100 A 261 11-30-04 N P-1/SP-SM 14.3 115.2 7 94 95 B inn ~r K 15.2 7 97 95 A 15.2 10 100 1.00 A A = Test results comply with specifications. B = Test results do not comply with specifications. ovation Elevation J 9641/ ale # SD-4 96 ale # SD-4 98 ale # SD-4 99 ~2 tnhole # SD-9 96 NW of Manhole # SD-9 96 thole # SD-9 97 1/2 fish Subgrade = 100.0 Braun Tntertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 d~~. 41 , k, r. ,i 6~; t' , per Pie. o: t~ eRauN IN7ERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenh.imer Wal-Mart Stoxes, Inc - 2001 Sautheast 100` Street Bentonville, .AR 72716-6489 Test 263 Date 11-30-04 Type N Tl Clas P-1 264 11-30-04 N P-1 Braun Infertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phane: 651.4 $ 7.3 245 Fax: 651.4 8 7.1 81 2 Web: braunintertec.rom , Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab Tn Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum and Moisture Std. Prot.)Moisture Density Compaction Compact. ification pcl)pcf)Comments SP-SM 14.3 115.2 8 116 101 100 A SP-SM 14.3 115.2 9 114 99 98 A. Ke N - Nuclear, ASTM D 2922 A = Test results comply with specifications. y' B ~ Test results do not comply with specifications. SC = Sand Cone, ASTM D 1556 Test Test Location Elevation 263 10" Storm Drain Trench BackBll: 175'NW of Manhole SD-9 99 264 Interior Wall Backfill: 361'N & 3'VJ of Grids 1 & J 965 '/z Elevation Reference: Finish Floor Elevation = 966.0, Finish Subgrade = 100.0 Braun Intertec Corporation Chris Rasmussen Project IVlana~er T'roviding engineering and environmental solutions since 1957 i i:.~:. i ~.-; . a::9!. gg i,r~ eRauw INT~RTEC Report of Field Compaction Tests Date: January 17, 2005 Client: , Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`1i Street Bentonville, AR 72716-6489 Soil ID and Test Date Type Classification 265 121-04 N P-1/SP-SM 266 12-1-04 N P-1/SP-SM 267 12-1-04 N P-1/SP-SM 268 12-1-04 N P-l/SP-SM Braun Intertee Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 Sr. Paul, MN 551 17 Web: braunintertec.com Project: SP-04-07304 project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Qptimum Dry Density In Place i t Dry Density Relative Compaction Minimum act.Co Moisture Std. Proc.)uresMo Pct Pct 14.3 115.2 9 114 99 98 14.3 115.2 9 116 101 100 14.3 115.2 12 116 101 100, 14.3 115.2 11 116 101 98 Key: N = Nuclear, ASTIvI D 2922 SC = Sand Cone, ASTM D 1556 Comments A, A A A A = 'T'est results comply with specifications. B ~ Test results do not comply with specifications. Elevation Test Test Location 962 1/2 265 Exterior Wall Backfill: 120'N & 61'E of Grids 1 & J 97'/2 266 36" Storm Drain Trench Backfill: 135'N of Manhole # SD-9 891/2 267 36" Storm Drain Trench Backfill: 135'N of Manhole # SD-9 962 '/ 268 Exterior Wall Backfill: 120'N & 50'E of Grids 1 & J Elevation Reference: Finish Floor Elevation = 966.0, Finish Subgrade = 100.0 Braun lntertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 a'? s - ii...': f Y. r„ tip i 1~ Y r... fish Subgrade = 100.0 B~raJ^un Zritertec Corporation v Chris Rasmussen Project Manager BRAUN INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100` Street BeUtonville, AR 72716-6489 Braun Intertec Corporation 245 East Roselawn Avenue St. Poul, MN 551 17 Project: SP-04-0730A Phone: 651.487.3 245 Fax: 651.4 8 7.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Stare #3624-00 Construction. Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab n Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and-Moisture Std. Proc.)Moisture Density Compaction Compact. Test Date Type Classification pct pct)Comments 269 12-2-04 N P-1/SP-SM 14.3 115.2 8 117 102 100 A 270 12-2-04 N R1/SP-SM 14.3 115.2 8 115 100 95 A 271 12-2-04 N P-1/SP-SM 14:3 115.2 10 117 102 100 A 272 12-2-04 N P-1/SP-SM 14.3 115.2 8 114 99 98 A 273 12-2-04 N P-1/SP-SM 14.3 115.2 8 112 97 100 B 273A 122-04 N P-1/SP-SM 14.3 115.2 11S 100 100 A 274 12-2-04 N P-1/SP-SM 14.3 115.2 9 114 99 98 A Key: N =' Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 155b A W Test results comply wvith specifications. B = Test results do not comply with specificatiozaS• Test 269 270 Test Location 24" Storm Drain Trench Backfill: 20'N of Manhole # SD-2 24" Storm Drain Trench Backfill: 60'N of Manhole # SD-1 Elevation 99 '/z 97 271 36" Storm Drain Trench Backfzll: 33'S of Manhole # SD-6 99 '/z 272 Interior Wall Backfill: 340'N & 58'E of Grids 1 & J 962 1/z 273 36" Storm Drain Trench Backfili: 19'S of Manhole # SD-7 99 273A RETEST: 36" Storm Drain Trench Backfili: 19'S of Manhole # SD-7 99 7'74 Fxtarinr Wall Racl:fill: 'i40'N & 62'E of Grids 1 & J 963 r/z Providing engineering and environmental solutions since 1957 I 1 r- ti' ` ~ i 1 p ln. t i r° F' '~ BRpuw INTERTE~ Report o~ Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhirner Wal-Mart Stores, lnc 2001 Southeast 100` Street Bentonville, AR 72716-6189 Soil ID and Test Date Type Classillcation 275 12-2-04 N P-1/SP-SM 276 12-2-04 N P-1/SP-SM 277 12-2-04 N P-1/SP-SM 278 12-2-04 N P-1/SP-SM 279 12-2-04 N P-1/SP-SM 280 12-204 N P-1/SP-SM 281 12-2-04 N P-1/SP-SM Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web: braunintertec.com Project: SP-0407304 Project Description: Wa1-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Optimum Dry Density In Place Dry Density Relative Compaction Minimum Compact. Moisture Std. Proc.)Moisture 14,3 115.2 8 113 98 9S 14.3 115.2 8 115 100 100 14.3 1].5.2 7 115 100 98 14.3 115.2 10 117 102 98 14.3 115.2 7 115 100 98 14.3 115.2 10 117 102 100 14.3 115.2 7 113 98 98 Key: N - Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 Test Location Test 275 18" Storm Drain Trench Backfill: 170'E of Manhole SD-30 276 18" Storm Drain Trench Backfill: 80'E of Manhole SD-30 277 Exterior Wall Backfill: 120'N & 62'E of Grids 1 & J 278 Exterior Wall Backfill: 80'N & 62'E of Grids 1 & J 279 Footing Pad Backfill: 3'N & 3'W of Grids C & 5 280 18" Storcn Drain Trench Backfill: 22' W of Manhole SD-28 281 Footing Pad Backfill: 4' S & 43' W of Grids C & 3 Elevation Reference: Finish Floor Elevation = 966.0, Finish Subgrade = 100.0 Elevation 97 99 963 '/ 965 964 98 t/2 963 Braun Intertec Corporatton Chris Rasmussen Project Manager Comments A A A A A A A A = Test results comply with spec cations. B = 'l'est results do not comply with specifications. Providing engineering and environmental solutions since 1957 I :.. Ia m! i'. i~ f ::~j I i k~~, BRAUN INTERTEC Report of Fieid Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, lnc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun Inferfee Corporation 245 East Roselawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phane: 651.487.3245 Fax: 651.487.1812 Web: braunintertec.eom Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density:Compaction Compact. z'est Date Type Classitzcation pcf)pct)o)Comments 282 12-2-04 N P-1/SP-SM 14.3 115.2 9 115 100 98 A 283 12-2-04 N P-1/SP-SM 14.3 115.2 8 114 99 98 A 284 12-2-04 N P-1/SP-SM 14.3 115.2 8 116 101 95 A 285 12-2-04 N P-1/SP-SM 14.3 115.2 9 116 101 100 A 2$6 12-2-04 N P-1/SP-SM 14.3 115.2.10 115 100 100 A Key: N Nuclear, A STM D 2922 A = T est results c omply with spe cifications. S C = S and Con e, ASTM D 1556 B = T est results d o not comply with specifica tions. Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Finish Floor Elevation = 966.0, Finish Subgrade = 100.0 Branun,~lntertec Corporation V/ v I e i, t .:; a ~' 1. T. 1 ry "~ 1 1 I, I i~W 6!!~ ~~. y., , `~ BRauN INT~RT~C Bravo Intertec Corporation Phone: 651.487.3245 245 [ast Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web: brauninterteccom Report of Field Compaction Tests Date: January 17, 2005 Broject: SP-04-07304 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100' Street Bentonville, AR 72716-6489 est ate ype Soil ID and Classification Optimum Moisture M; Dry Str 287 12-3-04 N P-1/SP-SM 14.3 288 12-3-04 N P-1/SP-SM 14.3 287A 12-3-04 N P-1/SP-SM 14.3 288A 12-3-OA~N P-1/SP-SM 14.3 289 12-3-04 N P-1/SP-SM 14.3 290 12-3-04 N P-1/SP-SM 14.3 291 12-3-04 N P-1/SP-SM 14.3 Key: N Nuclear, ASTM D 2922 SC -- Sand Cone, ASx'M D 1556 Project Description: Wal-Mart Supercenter Stare #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN tx. Lab In Place Specified Density In Place Dry Relative Minimum L Proc.)Moisture Density Compaction Compact. 1?c~pct Comments 15.2 8 109 95 98 B 115.2 8 109 95'98 B 115.2 114 99 98 A 115.2 8 115 100 98 A 115.2 9 114 99 98 A 115.2 9 117 102 98 A 115.2 8 118 100 98 A A = Test results comply with specifications. B = 'Test results do not comply with specifications. Test Test Location Elevation 963 A 287 Exterior Wall Backfill: 40'N & 2'W of Grids 1 & B a'288 Interim Wall Bacl~ll: 80'N & 2'E of Grids 1 & B 963 963 287A RETEST: Exterior Wall Backfill: 40'N & 2' W of Grids 1 & B 288A RETEST: Interior Wall Backfill: 80'N & 2'E of Grids 1 & B 963 v;., -.,'' ; 289 Exterior Wall Backfill: 250'N ~ 3'E of Grids 1 & B 964 290 Interior Wall Backfill: 250'N & 3'W of Grids 1 & B 964 291 Exterior Wall Backfill: 75'N & 18'W of Grids 1 & B 964 Elevation Reference: Finish Floor Elevation = 966.0 Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 l~ - - i `~, w i R I.`. I k''? t . F' BR~ INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Tnc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 St. Paul, MN 55117 Web: braunintertecoom Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. X,ab In ]'lace Dryl elative Specitzed Minixnu-n Soil Optimum Dry Density Proc.)stdti aceInP Moisture Density Compj ction ct• m~Co entsCuresIDandMo pol)pcf) omm Test Date Type Classification ( 114 99 98 A 292 115.2 12-3-04 N P-1/SP-SM 14.3 8 96 98 293 12-3-04 N P-1/SP-SM . 14.3 115.2 1119 100 98 A 293A 12-3-04 N P-1/SP-SM 14.3 115.2 9 115 117 102 98 P' 294 12-3-04 N P-1/SP-SM 14.3 115.2 7 99 98 295 12-3-04 N P-1/SP-SM 14.3 115.2 114 101 98 A 296 12-3-04 N P-1/SP-SM 14.3 115.2 1169 116 101 98 p' 297 12-3-04 N P-1/SP-SM 14.3 115.2 9 A = Test results comply with specifications. Key: N Nuclear, ASTM D 2922 g = Test results do not comply with specifications. gC - Sand Cone, ASTM D 1556 Elevation zest Location Test 964 292 Exterior Wall Backfill: 30'N & 2' W of Grids 1 & B 964 293 Interior Wall Backfill: 75'N & 2'E of Grids 1 & B 964 293A RETEST: Interior Wa11 Backfill: 75'N &2'E of Grids 1 & B 965 294 Interior Wall Backfill: 221'N & 3'E of Grids 1 & B 965 295 .Exterior Wall Backfill: 226'N & 2'W of Grids 1 & B 965 296 Interior Wall Backfill: 70'N & 3'E of Grids 1 & B 665 297 Exterior Wall Backf 11: 140'N & 2' W of Grids 1 & B Elevation Reference: Finish Floor Elevation = 966.0 Intertec CoaunBr rporation C~ ~ Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Tnc 2001 Southeast 100` Street Bentonville, AR 7271.6-6489 L'est Date.Type Soil ID and Classification Optimum Moisture 298 12-6-04 N P-1/SP-SM 14.6 299 12-6-04 N P-2/SP-SM '9.4 300 12-6-44 N P-2/SP-SM 9.4 301 126-04 N P-2/SP-SM 9.4 Key: N - Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 Braun Infertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue I Fax: 651.487.1812 St. Paul, MN 55117 Web: braunintertea.com Project: 5P-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In 1?lace Specified Dry Density In Place Dry Relative Minimum Std. Proc.)Moisture Density Compaction act.Co ~ Pct pCl)Comments 115.2 5 114 99 98 A 125.3 7 124 99 98 A 125.3 7 124 99 98 A 1.25.3 8 125 100 98 A p, = T est results c omply witlx spe cifications. B = T est results d o not comply with specif>c ations. Test Test. Location Elevation 964 '/ 298 Foundation Wall Bacl~ll: Interior @ Grid J-9.5 z 965 299 Foundation Wall Backfill: Exterior @ Grid J-10 965 300 Column Pad Backfill: @ Grid E-6 964 301 Grid E-3ColumnPadBackCll: @ Elevation Reference: Contractor Staking B~rau~n Lntertec Corporation l./' _ Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 r . , R. Y~~ ~' i` ~ z k` I si~~ t~ BRauN INTERTEC Report of Field Compaction Tests Date: .lanuary 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Znc 2001 Southeast 100"' Street Bentonville, AR 72716-6489 Braun Intertec Corporation 245 East Roseawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phoney 651.487.3215 Fax: 651,487.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction Compact. Pest Date Type Classification pct)pct)Continents 302 12-7-04 N P-1/SP-SM 14.3 115.2 7 114 99 98 A 303 12-7-04 N P-1/SP-SM 14.3 115.2 9 115 100 98 A 304 12-7-04 N P-1/SP-SM 14.3 115:2 9 115 100 98 A I{ey: N N uclear, A STM D 2922 A = T est results c omply with spe cifications. S C - S and Con e, ASTM D 1556 B = T est results d o not comply w ith specifica tions. Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Top of Subgrade = 0, 0=965 s R~-u N INTERTEC Report o~ Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Tnc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun Intertec Corporation Phone: 651.487.3245 245 Eost Roselawn Avenue Fax: 651.487.1812 St. Poul, MN 55117 Web' braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #362400 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classilxcation Optimum Moisture Max. Lab Dry Density Std. proc.) pct) I~z Place Moisture In Place Dry Density pctJ Relativt« Compaction Specitred Minimum Compact. Comments A 305 12-8-04 N P-1/SP-SM 14.3 115.2 7 118 102 98 p 306 12-8-04 N P-1/SP-SM 14.3 115.2 7 116 101 98 A 307 12-8-04 N P-1/SP-SM 14.3 115.2 7 113 98 98 A 308 12-8-04 N R1/SP-SM 14.3 115.2 9 115 100 98 Key: N S N C = S uclear, A and Con STM D 2922 e, ASTM D 1556 A = T B = T est zesults c est results d omply with spe o not comply w cifications. ith specifica tions. Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Finish Floor Elevation = 966.0 b w. 9~ I i i~ I, ;, ~'r BRauN INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhirner Wal-Mart Stores, Inc 2001 Southeast 100`t' Street Bentonville, AR 72716-6489 Test Date Type Soil XD and Classification Optimum Moisture 309 12-9-04 N P-2/SP-SM 9.4 310 12-9-04 N P-2/SP-SM 9.4 311 12-9-04 N P-2/SP-5M 9.4 Key: N - Nuclear, ASTM D 2922 SC - Sand Cone, ASTM D 155b Braun Intertec Corporation 245 East Roselawn Avenue 5t. Paul, MN 55117 Project: SP-04-07304 Phone: 651.487.3245 Fax: 651.4 8 7.1 81 2 Web: braunintertec.cam Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testiug Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Dry Density Zn Place Dry Relative Minimum Std. Proc.)Moisture Density Compaction Compact. PGA pcf)Comments 125.3 6 124 99 98 125.3 7 123 99 98 A 125.3 7 123 99 98 A Test Test Location 309 Foundation Wall Backt"ill: Interior A.5-9 310 Foundation Wall Backfill: Interior B-9.7 31 l Foundation Wall Backfill: Exterior B.2-10 Elevation Reference: Contractor Staking A = Test results comply with speci0cations. B ~ Test results do not comply with. specifications. elevation 963 964 961 Braun Intertec Corporation 1 is Rasmussen Project Manager Providing engineering and environmental solutions since 1957 x a`.l .. r µ i 1 BRAUN I NTE RTEC Reportof FieXd Compaction Tests Date: January 17, 2005 Client:Mr. Richard Misenhimer Wal-Mart Stores, Tnc 2001 Southeast 100' Street Bentonville, AR 72716- 6489 Braun Intert®c Corporation Phoney651.487. 3245 245 East Roselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec. com Project: SP-04- 07304 Project Description:Wal-Mart Supercenter Store #3624- 00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. I,ab In .Place Specified Soil Optimum Dry DensityI><x Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction Compact.zest Date Type Classification pcf~pcfl Comments 312 12-10-04 N P-2/SP-SM 9.4 125.3 10 123 98 89 A 313 12-10-04 N P-2/SP-SM 9.4 125.3 12 123 98 98 A 314 12-10-04 N P-1/SP-SM 14.3 115.2 8 116 100 98 A 315 12-10-04 1V P-1/SP-SM 14.3 115.2 6 116 100 98 A 316 12-10-04 N P-1/SP-SM.14.3 115.2 6 117 101 98 A 317 12-10-04 N P-1/SP-SM 14.3 115.2 6 117 101 98 A 318 12-10-04 1V P~1/SP-SM 14.3 115.2 6 117 101 98 A Key: N = Nuclear, ASTM D 2922 SC - Sand Cone, ASTM D 1556 A = Test results comply with specifications.B = Test results do not comply with specifications.Braun Tntertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 195 Elevation Reference: Contractor Staking Top of Subp ode = j~:~. k~A"xL a~ 1 g, r:~ r i t s ' 9.i'. b~~. c s~ eRAU~ INT~RTEC Report of Field Compaction Tests llate: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun Inferfec Gorparafian 245 East Roselawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phone: 651,487.3245 Fax: 651.4 8 7,1812 Web: braunintertec.com Project Description: . Wal-Mart Supercenter Store #3624-00 Construction Materials 'T'esting Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID apd Classification Optimum Moisture Max. Lab Dry Density Std, Proc.) pcf) In Place Moisture n) In Place Dry Density pcf) Relative Compaction Specified Minimum Compact. omments 319 12-10-04 N P-1/SP-SM 14.3 115.2 6 117 100 98 A 320 12-10-04 N P-1/SP-SM 14.3 115.2 7 117 100 98 A ' 321 12-10-04 N P-1/SP-SM 14.3 115.2 5 122 106 98 A 322 12-10-04 N P-1/SP-SM 14.3 115.2 7 117 100 98 A. Key: N -- Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 A = Test results comply with speeificarions. B = Test results do not comply with specifications. Test Test Location Elevation 319 Foundation Wall Backfill: Interior, G13 965 320 Foundation Wall Backfill: Interior, D.5-13 965 321 Foundation Wall Backfill: Interior, B.6-12.5 963 322 Foundation Wall Backfill: Interior, B.6-11 965 Elevation Reference: Contractor Staking'T'op of Subgrade = 965 Br~a'~un Tntertec Corporation. Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 k r i i l BRAUN INTERTEC Braun Infertec Corporation 245 Easr Roselawn Avenue St. Paul, MN 55117 Report of Field Compaction Tests Date: January 17, 2005 Project: SP-04-07304 Client: Mr. Richard Misenhimer Wal-Mart Stores, inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Phone: 651.4 87.3 245 Fax: 651.487.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Store #3b24-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. x,ab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction o ) Compact. Comttrents Test Date eTyp Classification Pct cp ~ A 323 12-15-04 N P-1/SP-SM 14.3 115.2 6 117 102 98 A 324 1-2-15-04 N P-2/SP-SM 9.4 125.3 6 123 98 98 325 12-15-04 N P-1/sP-SM 14.3 115.2 6 113 98 98 A 326 12-15-04 N P-1/SP-SM 14.3 115.2 6 115 100 98 A 327 12-15-04 N P-1/SP-SM 14.3 115.2 6 119 103 100 A A 328 12-15-04 N P-1/SP-SM 14.3 115.2 6 118 102 100 A 329 12-15-04 N P-2/SP-SM 9.4 125.3 6 127 101 100 A = T est results c omply with sp ecifications. Key:N N uclear, ASTM D 2922 13 = T est results d o not comply with specifications. S C = S and Con e, ASTM D 1556 Test 323 Test Location 1'N & 4'W of Grids H.9-10, EDC Slab 2.11 elevation 965 963 324 Footing Backfill: 3' S, 1' W of B-8 962 325 Footing Backfill: 2'S, 4'E of C-8.8 964 326 327 328 329 Footing Backfll: 3'N, 1'E of C-12 Storni Sewer Backfill: Drive Area Grid Line A, 50'N Building Storm Sewer Backfill: Drive Area Grid Line A, 50'N, 5'E Building Storm Sewer Baclefill: 'Drive Area Grid Line A, 50'N, 20'E Building 96 98 100 Elevati on Reference: Finish Floor Elevation = 966.0, Top Subgrade Drive Area = 100 Braun Intertec Corporation Chris Rasmussen Project Mananer Providing engineering and environmental solutions since 1957 y y$, i-, t': 5 n II 4.:,. t ~'."•. 9' 1 w~ l sRauN INTERTEC Report of Field Compaction Tests Date: January 17, 2005 , Client: Mr. Richard Misezihirxier Wal-Mart Stores; lnc 2001 Southeast 100' Street Bentonville,,AR 72716-64$9 Braun Inter4ec Corporation 245 Enst Roselawn Avenue 5t. Paul, MN 55117 Project: SP-04-D7304 Phone: 651.487.3245 Fax: 651.487.1812 Web: braunintertec.com Project Dcscriptian: Wal-Mart Supexeenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In 1?lace Specified Soil Optimum Dry Density In Place ti Dry Density Relative Compaction Minimum. Compact. ID and Moisture Std. Proc.)uresMo ct Comments Test Date Type Classification Pct p A 330 12-15-04 N P-1/SP-SM 14.3 115.2 7 117 101 100 Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 A = Test results comply with specifications. B = Test results do not comply with specifications. Br~au1n lntertec Corporation V ~, Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Elevation Reference: Contractor Staking Drive Area Subgrade Top = 100 1 IsA:'. F L. Y r~ fi~~~~.. r j 's'.; ,~i. '. RAUr~ INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100c' Street Bentonville, AR 72716-6489 Soil ID and Test Date T'ype Classification 331 12-16-04 N l?-1/SP/SM 332 12-16-04 N P-2/SP/SM 333 12-16-04 N P~2/SP/SM Braun InteAec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web: braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Optimum Dry Density In Place i t Dry Density Relative Compaction Minimum act•Co Moisture Std. Proc.)uresMo ct o)D Comnnents pct p 14.3 115.2 6 11.3 98 98 A 9.4 125.3 6 122 98 98 A. 9.4 125.3 6 123 99 98 A Key: N - Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 Test Location Test 331 Interior Wall Backfill: 2'S & 4'W of Grids 13 & D.5 332 Utility Trench: Gridline F-14, 10'N 333 Utility "french: 10'N, E-14 Elevation Reference: Finish Floor Elevation = 966.0 Braun Intertec Corporation Chris Rasmussen Project Manaer elevation 9636 964 963 Providing engineering and environmental solutions since 1957 A = Test results comply with specifications. B = Test results do not comply with specifications. BRAUN INT~ERTE~ Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Soil Optimum ID and'Moisture Test Date Type Classification 334 12-17-04 N P-1/SP/SM 14.3 335 12-17-04 N P~1/SP/SM 14.3 335A 12-17-04 N P-1/SP/SM 14.3 336 12-17-04 N P-1/SP/S1V1 14.3 337 12-17-04 N P-1/SP/SM 14.3 338 12-17-04 N P-2/SP-SM 9.4 339 12-17-04 N P-2/SP-SM 9.4 Rey; N = Nuclear, ASTM D 2922 SC = Sand Cone, AS'1'M D 1556 Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 B 1 2 St. Paul, MN 55117 Web:. braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Dry Density In Place Dry Relative Minimum Std. Proc.)Moisture Density Compaction Compact. pct P~fl ComumentS 115.2 7 117 102 98 A 115.2 7 1.07 93 98 B 115.2 7 113 98 98 A 115.2 7 114 99 98 A 115.2 10 113 98 98 A 125.3 8 123 98 98 'A 125.3 8 12S 100 100 A p~ = Test results comply with specif cations. B = Test results do not comply with specifications. Test Location llevation Test 334 Structure Fill: 3'N & S' W of The NW Corner of the Tank (Grease Trap)958 963 33S Slab Fill: 4'S & 15'E & of Grids 14.25& C.8 335A RETEST': Slab Fill: 4'S & I5'E & of Grids 14.25& C.8 963 964 '/~ 336 Slab Fill: 4'N & 15'W & of Grids 14.25& C.8 337 Structure Fill: 6'N & 5'W of The NW Corner of the Tank (Grease Trap)960 338 Structure Fill: S'N & 1'E of The NW Corner o£ the Tank (Grease Trap)962 339 Parking hot Fill: 3'S & 4'1J of the NW Corner of the Tank ((Grease Trap)964 Elevati on Reference: Finish Floor Elevation ~ 966.0 Braun Intertec Corporation Chris Rasmussen Project Mana~wer Providing engineering and environmental solutions since 1957 rte-,. rcP~~•. __ s, i r, r~~ ' .r r~ a : ,`'~ N p~~ . RALIN INTERTEC Report of Fieid Compaction Tests Date: Tanuary 17, 2005 Client: Mx. Richard Misenhimer Wal-Mart Stores, Inc 200.1 Southeast 100' Street Bentonville, AR 72716-6489 Soil ID and Test Date Type Classification 340 12-28-04 N P-1/SP/SM 341 12-28-04 N P>1/SP/SM 342 12-28-04 N F-1/SP/SM Braun Interlec Corporation 245 East Roselawn Avenue Sr. Paul, MN 55117 Project: SP-04-07304 Phone: 651.487.3245 Fax: 651.487.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. X,ab In Place Specified Optimum Dry Density Zn Place Dry ite Relative Compaction Minimum Compact. Moisture (Std. Proc.)Moisture ynsD ct Comments Pct P 14.3 115.2 9 113 98 98 A 14.3 115.2 7 115 100 98 A 14.3 115.2 7 115 100 98 p' Key; N = Nuclear, ASTM D 2922 A = Test results coruply with specifications. SC - Sand Cone, ASTM D 1556 B = Test results do not comply with specifications. li,levation Test ' L'est location 961 340 Foundation Baclcfill: Auto Center Pit, Exterior Grid Point J.5-13 962 341 Foundation Backfill: Auto Center Pit, Exterior Grid Point K-14 962 342 Foundation Backfill: Auto Center Pit, Exterior Grid Point J.S-15 Elevation Reference: Contractor Staking Braun Tntertec Corporation Chris Rasmussen Project Manager s Prvvtiding engineering and environmental solutions since 1957 s`=- i G :_ . f , F r. r-:'': 4{,, p 1-g. C': T, i. er;. ,.: . t I w~', ~~1 BRau N INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richard Misenl~imer Wal-Mart Stores, Ix>c 2001 Southeast 100t'' Street Bentonville, AR 72716-6489 Test Date T'ype Soil ID and Classtfication 343 12-30-04 N P-1/SP-SM 34~12-30-04 N P-l/SP-SM 345 12-30-04 N P-1/SP-SM 346 12-30-04 N P-1/SP-SM Key: N = Nuclear, ASTM D 2922 SC = Sand Corie, ASTM D 1556 Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 5t. Paul, MN 55117 Web: braunintertec.corn Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction. Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Optimum Dry Density In Place Dry Relative Minimum Moisture Std. Proc.)Moisture Density Compaction Compact. pct Pct Comments 14.3 115.2 7 115 100 98 A 14.3 115.2 7 113 98 98 A 14.3 11'5.2-8 115 100 98 A 14.3 115.2 8 114 99 98 A Pest l'est Location 343 Exterior Wall BaclGfill:3'N & 3'W of Grids AA & 14.5 344 Interior Wall Backfill:15'S & 3'W of Grids B.3 & LS 345 Exterior Wall Backfill:20'S & 3'E of Grids B.3 & 15 346 Interior Wa11 Backfill:3'S & 4'E of Grids AA & 15 Elevation Reference: Finish Flaor Elevation = 966.0- A = Test results comply with specifications. B = Test results do not comply with. specifications. Elevation 962 '/z 962 '/z 963 1/a 963 '/Z Braun Intertec Corporation 7 Ckuis Rasmussen Project Manager Providing engineering and environmental solutions since 1957 i' k '..'. a ter ` ~ J• y. r, rt~' BRauN INT~RT~C Report of Field Compaction Tests Date: 7anuary 17, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Pest Date Type Soil ID and Classification 347 1-3-051 N P-1/SP-SM 348 1-3-05 N P-2/SP-SM 8rduo Intertec Corporation 245 East Raselawn Avenue St. Paul, MN 55117 Project: SP-04-07304 Phone: 651.487.3245 Fax: 651.487.1812 Web: brauninterfec.com Project Description: Wal-Mart Supercenter Stare #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In .Place Specified Optimum Dry Density In Place Dry Relative Minimum Moisture Std. Proc.)Moisture Density Compaction Compact. pct pct?Comments 14.3 115.2 8 111 96 98 B 9.4 125.3 9 117 93 100 B Key: N = Nuclear, ASTM D 2922 A = Vest results comply with specifications. SC = Sand Cone, ASTM J~ 1556 B = Test results do not comply with specifications. Test Test Location Elevation 347 Interior Wall Back~ll: 2'N & 22'E of The SW Corner ofthe Compressor House 962 '/z 348 Exterior Wa11 Back~ll: 2'S & 6'W of The SE Corner of the Compressor House 963 Elevation Reference: Finish Floor Elevation = 966.0 Braun Intertec Corporation Chris Rasmussen Project Mana~Ter _ Providing engineering and environmental solutions since 1957 1 l .:. t i l r . t. J 15 N:; i k1.- Vg.. BRAUN INTERTEC Report of Field Compaction Tests Date: January 17, 2005 Client: Mr. Richaxd Misenhitner Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Braun Inferfec Corporation 245 East Roselawn Avenue 5t. Paul, MN 55117 Project: SP-04-07304 Phone: 651.487.3245 Fax: 651.487.1812 Web: braunintertec.com Project Description: Wal-Mart Supercenter Stare #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Soil Optimum Dry Density Zn'Place Dry Relative Minimum ID and Moisture Std. Prot.)Moisture Density Compaction Compact. Test Date T'ype Classification petJ pct n)Comments 347A 1-4-OS N P-1/SP/SM 14.3 115.2 8 114 99 98 A 348A 1-4-OS N P-2/SP/SM 9.4 125.3 8 125 100 100 A 349 1-4-OS N P-1/SP/SM 14.3 115.2 7 115 100 98 A 350 1-4-OS N P-1/SP/SM 14.3 115.2 7 115 100 100 A 351 1-4-05 N P-1/SP/SM 14.3 115.2 9 104 90 98 A 352 1-4-OS N P-1/SP/SM 14.3 115.2 7 115 100 98 A 353 1-4-OS N P-1/SP/SM 14.3 115.2 8 113 98 98 A Key: N N uclear, A STM D 2922 A = T est results c omply with spe cifications. 5 C = S and Con e, ASTM D 1556 B = T est results d o not comply with specifica tions. Brauri Tntertec Cozporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 levatiotx Reference: Finish Floor Elevation = 966.0 i P; p: 3 9 s Ra,u N INTERTEC Bravn Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue I Fax: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: I/12/05 Test Method: ASTMC 39, 6 X 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-•07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6439 Monticello, MN Field Test C onditions and Results Set Number:30 WM/SC Mix Design: T237 Date Cast:12/14/2004 Supplier: Granite City Time Cast:2:05 pm Specified Air (%): NR Date Received:12/15/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTMC 143)2 1/2 Ticket Number: 86 Measured Air (%):6.2 Cylinders per Set: 4 Concrete Temp (°F):57 Cylinders Cast By: TSBraun Air Temp (°F):25 Liduid Added On Site:None Sample Location: Piers on Grid Line J.5 Co1m re ssion Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.z) (psi) Type Method* Code(s) 30A 1 6 7 130060 6.00 28.27 4600 A N F: 30B 1 27 28 157530 6.00 28.26 5570 A N K: 30C 1 27 28 167040 6.00 28.26 5910 A N K: 30D 1 34 35H Capping Method_' N=ASTMC .1231, Unbonded Caps S=ASTMC 617, Szzlfz~r Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 39/72 Copies to: TYPES OF FRAC7URE~ a e c ~ ~ Cone Gone & Gone & Shear Columnar Split Shear Christopher Rasmussen Project Manager i Providing engineering and environmental solutions since 1957 i, 1, a ;'' i P j BRauN INTERTEC Broun Intertec Carporafion Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 51. Paul, MN 551 17 Web: 6raunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/17/05 Test Method: AS'I'1vI C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: 5P-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:31 WM/SC Mix Design:H160 Date Cast:12/15/2004 Supplier:Granite City Time Cast:12:35 pm Specified Air (%):NR Date Received:12/16/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)3 1/4 Ticket Number:35 Measured Air (%):3.2 Cylinders per Set:4 Concrete `Temp (°F):63 Cylinders Cast By:TSBraun Air Temp (°F):36 Liquid Added On Site: ]0 Gal Water to 10 Yards Sample Location: Interior 51ab-on-Grade EDC Slab Coltnnressioo Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area ~Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.')psi) Type Method*Code(s) 31A l 6 7 145300 6.00 2$.27 5140 A N F: 31B 1 27 28 162050 6.00 28.27 5730 A N K: 31C 1 27 28 155980 6.00.28.27 SS20 D N K: 31 D 1 34 35H Capping Method: N=ASTNI C 1231, Unbonded Caps S=.4S2'Nl C 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Not Given Copies to: TYPES OF FRACTURE A B C D E Gane Cone & Cone & Shear Columnar Split Shear v/ `- Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 1 r:; r,~ r P"' r P~ '- 4 I'.~ ..., ,~. BRAUN INTERTEC Braun InTertec Corporation Phone: 651.487,3245 24S East Roselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: l/17/os Test Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Misenhiruer Project No.: SP-04-073Q4 Wal-Mart 5tnres, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School 131vd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and, Results Set Number:32 WM/SC Mix Design:Footing N203 Date Cast:12/15/2004 Supplier:GCRM Time Cast:4:05 pm Specified Air (%):None Date Received:12/16/2004 Specified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)2 1/4 Ticket Number:87 Measured Air (%):3.4 Cylinders per Set:4 Concrete Temp (°F):64 Cylinders Cast By:1W/Braun Air "Temp (°F):36 Liquid Added On Site:None Sample Location: Footing Pads -Grids E.3~- 13.5, 8.3-13.25, 14.25- D.B, 14.25, 8'E of D.8 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fractltre Capping Remarks Sample No..days)days)days)pounds)inches)in.2)psi) Type Method*Code(s) 32A 1 6 7 122670 6.00 28.27 4340 N F: 32B 1 27 28 160320 6.00 28.27 5670 A N K: 32C 1 27 28 144600 6.00 28.27 5110 D N K: 32D 1 34 35H Capping Method: N=ASTM C 1 Z3 X, Unbonded Caps S=.ASTiVI C b17, Szrlfzrr Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager a ~e Providing engineering and environmental solutions since 1957 w rfi ~ Braun Intertec Corporation Phnne: 451.487.3245 6a A+~RP 245 Bast Roselawn Avenue Fox: 651.487.1 81 2 INTERTEC St. Paul, MN 55117 Web: braunintertec.com Compressive Strength o~ Concrete Cylinder Report Date: 1/18/05 Test Method: ASTM C 39, 6 x 12 Cylinder Client: Richard Nlisenkzimer Project No.: SP-04-07304 Wal-Mart Stores, Tnc. Project Desc: Wal-Mart Supercenter Store #3624-00 lvd.edar St. arzd School B 2001 Southeast 10th Street Southeast of C Bentonville, AR 72716-6489 Monticello, MN t Field Test Conditions and Results Set Number: 33 WM/SC Mix Design: T237 Date Cast: 12/16/2004 Supplier: Granite City Time Cast: 3 45 pm Specified Air (%): NR Date Received: 12/17/2004 Specified Strength (psi): 3000 85 Measured Slump (in.): (ASTM C 143) 4 Ticket Number: 4 Measured Air (%): 4.5 Cylinders per Set: . 62 C Tinders Cast By: TSBraun YF.Concrete Temp ( ) 28AirTemp (°F): Liquid Added On Site: None Sample Location: Piers at Grid Line 14.25 Com cession Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (inches) (in.z) (psi) 'hype Method* Code(s) 33A 1 6 7 103930 .6.00 28.27 3680 D N F: 33B 1 27 28 143910 6.00 28.26 5090 D N K: 33C 1 27 28 141920 6.00 28.26 5020 A N K: 33D 1 34 35H Capping Method: N=ASTM' C 1231, Unbonded Caps S=ASTM C 617, Sulfz~r• Caps. - Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets tkae specified strength. , General Remarks: TYPES 4F FRACTURE Copies to: q B C t] ~ Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 I r°. j I ar. . ,`. ~ I Rau~ INT~RT'EC Braun Intertec Corporation Phone: b51.4$7.3245 245 East Roselawn Avenue Fax: 651.487.1 81 2 Sf. Paul, MN 55117 Web: braunintertec.com Standard Method of SA1v1PLING AND TESTING GROUT ASTM C 101984 Date: December 21, 2004 Client: Mr. Richard Misenhirner Wal-Mart Stores, Tnc. 2001 Southeast 10~' Stxeet Bentonville, AR 72716-6489 Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Field Data: Set Number G-lA G-1B G-1C ate Cast 11-29-Q4 Mix Design Core Fill ix Temperatuue 57° it Temperature 51 ° Slump (in.)9" it Content Not Given Location Grid Line 1 from 2 ''/'E of Gr id B to Grid E.4, Elevation 99'-4" to 103'-4" Sample Data: verage Width (in.)4.13 verage Height (in.) verage L/W Ratio Correction Factor ea (ins)13.40 16.095 16.624 Laboratory Data: ate Received 12-1-04 12-1-04 12-1-p4 field Cure (days)2 2 2 Lab Cure (days)5 26 26 est Age (days)7 28 28 ate Tested ~12-6-04 12-27-04 12-27-04 Test Results: aximum Load (lbs.)35,000 43,500 44,000 Comp. Strength (psi)2,610 2,702 2,646 vg. Comp. Strength (psi) S ecified Strength ( si)2,pQ0 F)2,000 (K)2,000 (K) Remarks: F: The above 7-day test meets the specified strengtl~. K: The above 28-day test results meet the specified stxength. c: Braun Intertec Corporation C ristopher J. Rasmussen Project Manager Providing engineering and environmental snlutivns since 1957 B RAU INT~RTEC Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: January 1.8, 2005 Client: Mr. Richard Misezihimer Wal-Mart Stores, Inc. 2001 Southeast 10~" Street Bentonville, AR 72716-6489 Braun Intertec Corporation I Phone: 651.487.3245 245 East Raselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: hraunintertec.com Project No.: SP-0407304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: Set Number G-2F1.G-2B G-2C ate Cast 11-30-04 ix Design Core Fill ix Temperature ~6l ° it Temperature 52° Slump (in.)8 ~/a'> Nall on Grid Line 1 Between Grids B & E.4, 107'-4" to 111'-4" 12.25 12.25 12-2-04 12-2-04 2 2 26 26 28 28 12-28-04 12-2$-04 43,000 41,000 3,510 3,346 2,000 K)2,000 (K) is fine spee:>..ucu a~ACiiguA. sults meet the specified strength. Braun Tntertec Corporation Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 R/~4AN INTERTEC Standard Method of SANIPL~NG AND TESTING GROUT ASTM C 10].9-84 Date: December 21, 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Tnc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117 Project No.: SP-04-07304 Phone: 651.487.3245 Fax: 651.487.1812 Web: braunintertec.com Project Descriptioxt: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN field Data: co+~.T,,,,,t,P,- CT-3A G-3B G-3C efill dline 1 between Grids E to 2'/Z'E of Grid F3; ~,lev. L23.4 15.598 14.555 12-3-04.12-3-04 2 26 26 28 28 12-29-04 12-29-04 40,000 39,000 2,564 2,679 2,000 (K)2,000 (K) exults Ii1GGl ttAC o~~~iii~.u ~~~...Ap~..• Braun Intertec Corporation i~. Christopher J. Rasmussen 1'roj ect Manager Providing engineering and environmental solutions since 1957 i R,~u INTERTEC Standard Method of SAMPLING AND TESTING GROUT ASTM C 1019-84 Date: December 21, 2004 Clieut: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10~' Street Bentonville, AR 72716-6489 Field Data: Braun Inferfee Corporation Phonc: b51.487.324.5 245 East Roselawn avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec.com Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Set Number G-5A G-5B G-5C ate Cast 12-6-04 ix Design 31C4073 ix Temperature 71 it Temperature 65 Slump (in.)1/4 it Content Location ~ 1.7 CMU Wall -- Grid l from 1;.4 to J; Elev. 111.'4" to 115'4" Sample Data: verage Width (in.) verage Height (in.) verage L/W Ratio Correction Factor . Area inz)13.62$14.780 15.990 aboratory Data: ate Received 12-$-04 12-$-04 12-8-04 field Cure (days)2 2 2 Lab Cure (days)5 26 26 est Age (days)7 28 28 28 ate Tested 12-13-04 1-3-04 1-3-04 1-3-04 Test Results: aximum Load (lbs.)33,500 43;000 48,000 Comp. Strength (psi)2,458 2909 3002 vg. Cornp. Strength (psi) Specified Sixen th ( si)2,000 (F)2,000 (K)2,000 K) Remarks: F: The above 7-day test result meets the speci lzed strength. Braun lntertec Corporation Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Ri~Y N INTERT~C Standard Method of SAMPLING AND TESTING GROUT ASTM C 10].9-84 i Iw , e> i,t . _..', ; E_._ Date: January 18, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10~' Stxeet Bentonville, AR 72714-6489 field Data: a Number ate Cast ix Design fix Temperature it Ternperatuxe lump (in.) fir Content ample Data: verage Widtla (in.) verage Height (in.) verage I,/W Ratio nrrection k'actor Braun Infertec Gorporafion Phone: 651.487.3245 245 East Roseawn Avenue I Fax: 651.487.1 81 2 5t. Paul, MN 55117 Web: braunintertec.cnm Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN G-6A G-6B G-60 G-6D 12-8-04 3104073 68° 68° 9 1/z» Not Given Grid nine B Between Grids 1 and 3.9, Elevation 103'-4" to 107'-4" 12.25 16.95 13.51 14.83 Laboratory Data: late Received 12-10-04 12-10-04 .12-10-04 12-10-U4 field Cure (days) :2 2 2 26 2 26 ab Cure (days) :5 26 28 28 28 est Age (days) ~ ate Tested 7 12-15-04 1-5-OS 1-5-OS 1-5-05 est Results: Maximum Load (lbs.)28,000 58,000 45,000 50,000 omp. Strength (psi)2,290 3,421 3,330 3,371 wg. Comp. Strength (psi) specified Strength (psi :2,000 (P)2,000 (K 2,000 (K)2,000 (K) Remarks: I': The above 7-day test meets the specified strength. K: The above 28-day test resu lts meets the spe cified strength. Braun Infertec Corporation c: C ~stopher J. Rasmussen Project Mana ger Providing engineering and environmental solutions since 1957 F s• ,, r is r:. ' ~ i RAtlN INTERT~C Standard Method of SAM]PIIING AND TESTING GROUT ASTM C 1419-84 Date: December 21, 2004 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10~' Street Bentonville, AR 72716-6489 Braun Interrec Corporation Phone: b51.487.3245 245 East Roselawn Avenue I Fax: 651.487.1 812 SI. Paul, MN 5.5117 Web: brauninterter..com Project No.: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN RemariCS: P: The above "/-day test results meets tuc s~caii>~u ~~~..~.b~.• Braun Intertec Corporation c: Christopher J. Rasmussen Project Manager Providing engineering and environmental solutions since 1957 i 1 Al P{ 1 r Ri~~ ^~ INTERTE~ COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders DATE: December 21, 2004 CLIENT Mr. Richard Misenhimer Wal-Mart Stores, Znc. 2001 Southeast 10~' Street Bentonville, AR 72716-6489 ELD DATA: a Number zte Cast me Cast easuxed Slump easuxed Air oncrete Temperature it Temperature ylinder Cast By iquid Added at Site ample Location Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651,487.1812 St. Paul, MN 55117 Web: braunintertec.cam PROJECT #: SP-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. 8c School Blvd. Monticello, MN ES1GN DATA: M_1 ix Design Type $ Spec Mix 11-29-04 Su lienpp NA 10:50 am Specified Air 1500 NA Specified Strength NA ruck or Ticket #NA 44°C finders Per Set 4 S1° 7V%Braun NA Cxrid Line 1 fro m 2'/z'E of Grid B to Grid E.4, Elevation l0a'-4" to 105'-4" Sample Date Test Field Lab Test sdMax~o 1 ,area kCysi Compressive. Stren th si Remark Code s No Recvd Date Cure Cure e d n 3 14 1,630 Q' M-lA 12-1-04 12-6-04 2 5 26 7 28 5,100 0006 3.14 1,910 p' M-1B 12-1-04 12-27-04 2 26 28 2506 314 1,99D A M_1C;12-1-04 1.2-27-04 2 Specified Strength at 28 Days (psi): 1,500 REMARKS: A: The above test result is for informational purposes only cc: BRAUN INTERTEC CORPORATION Clu istopher Rasmussen roj ect Manager Providing engineering and environmental solutions since 1957 i t. taur~ INTERTEC COMPRESSIVE TEST OF MOlt2TAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders DATE: December 21, 2004 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`~ Street Bentonville, AR 72716-64$9 Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 5t. Paul, MN 55117 Web: braunintertec.com PROJECT #: SP-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN FLELD DATA: Set Number Date Cast Time Cast Measured Slump, Measured Air Concrete Temperature Air Temperature Cylinder Cast By Liquid Added at Site Sample Location ESIGN DATA: M-2 ix Design Type S 11-30-04 Supplier Spec Mix 8:40 am Specified Air NA NA Specified Strength 1500 NA Truck or 'T'icket #NA 45°Cvlinders Per Set 4 50° KrK/Braun NA Mortar for Block Wall on Grid Line 1 Between Grids B and E.4, Elevation 111'-4" to 115'-4" Sample Date Test Field Lab Test Max Load No.Recvd Date Cure Cure Aye ounds M-2A 12-2-04 12-7-04 2 5 7 4,000 M-2B 12-2-04 12-28-04 2 26 28 5,800 M-2C 12-2-04 12-2$-04 2 26 2$5,500 Specified Strength at 2$ Days (psi): 1,500 REMARZ%S: cc: Cyl. Area Compressive Remark s in Strength, psi Code s 3.14 1,270 A 3.14 1,$47 A 3.14 1,751 A A: The above test result is for informational purposes only. BRAUN INTERTEC CORPORATION Christopher Rasmussen Project Manaber Providing engineering and environmental solutions since 1957 7~t l ~' ~ INItKItC, COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylindelrs i s' r = DATE: December 21, 2004 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10~ Street Bentonville, AR 72X6-6489 Braun In}ertee Corpordfion 245 East Roselawn Avenue St. Pnul, MN 551 17 PROJECT #: SP-04-07304 PRO.IECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN Phone: 651.487.3245 ax: 6 51.4 8 7.1 812 Web: brauninterteccom FIELD DATA:ESIGN DATA: Set Number 6003 / M-3 ix Design Type "S" Date Cast 12/01/04 Supplier Spec. Mix Time Cast 11:00 am Specified Aix NA Measured Slump NA Specified Strength 1,500 Measured Air NA ruck or Ticket #NA oncrete Temperature 55 C Tinders Per Set 4 ir Temperature 64 ylinder Cast By JV/ Bl iquid Added at Site NA sample Location Wall-Grid Line 1 between Grids E.4 & 2'/z'E of Grid B-E1ev-119'4" to 121'4" Sample Date Pest Field Lab Test Max Load Cyl. Area Compressive Remark No.Recvd Date Cure Cure Aye ounds s in Strength, psi Cody s M-3A 12-3 12-8 2 5 7 3,500 3.14 1,114 A M-3B 12-3 12-29 2 26 28 5,150 3.14 1,640 A M-3C 12-3 12-29 2 26 28 5,100 3.14 1,624 A M-3D Specified S trength at 28 Days psi): REMARKS: A: These results are for informational purposes only cc BRAUN INTERTEC CORPORATION V ~' C ~stopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 t f.. i r g~ ... 3 ItA111~1 IN7R E~ COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109; 2" X 4" Cylinders DATE: January 14, 2005 CLIENT: Mr. Richard Misenhizner Wal-Mart Stores, Inc. 2001 Southeast 10`~ Street Bentonville, AR 72716-6489 LELD DATA: t Number ate Cast in~e Cast leasured Slump Ieasured Air oncrete Temperature sir Temperature ylinder Cast By iquid Added at Site ample Location Braun Intertec Corporation 245 East Roselawn Avenue 5t. Paul, MN 55117 PROJECT #: SP-04-07304 Phone: 651.487.3245 f-ax: 6 51.4 8 7.1 812 Web: braunintertec.corn PROJECT DESCRIPTION: Wal-Mart Supercenter Stoxe #3624-00 SE of Cedar St. & School Blvd. Monticello, MN ESIGN DATA: Type °`S" 6004/M-4 ix Design Spec. Mix 12/06/04 Su 1>erpp NA 1:15 pm Specified Aix 1 500 NA Specified Strength NA NA ruck or Ticket # 57 C lindens Per Set 4 65 JV/ BI NA CMU wa11:Gridline 1 between Grids E.4 & J; Elev-115'4" to 1 ].7'4" Field Lab Test Max Load Cys. Area Cam ressive. i Remark Code s Sample Date Test Cure Cure A~~s Stren th s p' No.Recvd Date 5 7 SO 1,390 p M-4A 128 12-13 2 2 26 28 5,700 3.14'1,815 A M-4B 12-8 1-3 2 26 28 5,700 3.14 1,815 M-4C 12-8 1-3 M-4I7 Specified Strength at 28 Days (psi): 1,500 1tEMARKS: A: These results are for informational purposes only GC: BRAUN INTERTEC CORPORATION Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 RAU11~ INTERT'EC COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C 109, 2" X 4" Cylinders l~i ,, i r _. DATE: January 14, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`~ Street Bentonville, A.R 72716-6489 Braun Inferfec Corporation Phone: 651.487.3245 245 Past Raselawn Avenue Fax: b51.487,1 81 2 St. Paul, MN 55117 Web: braunintertec.com PRO.IECT #: SP-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercentex Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN FIELD DATA:ESTGN DATA: Set Number 6005/M-5 ix Design T'ype "S" date Cast 12/08/04 Supplier Spec. Mix Time Cast 2:00 pm Specified Air NA v[easured Slump NA Specified Strength 1,500 vleasured Air NA Truck or Ticket #NA oncrete Temperature 53 C Tinders Per Set 4 fir 'Temperature 66 ylinder Cast By 7V/ BI iquid Added at Site NA iample Location Gridline B between Grids 1 & 3.9; Elev-107'4" to 109'4" Sample Date Test Field Lab Test Max Load C.yl. Area Compressive Remark No.Recvd Date Cure lure Aye ounds s in Strength, psi Code s M-SA 12-10 12-15 2 5 7 4,000 3.14 1,270 A Nl-5B 12-10 1-S 2 26 28 5,900 3.14 1,880 A 1vI-SC 12-10 1-S 2 26 28 5,50p 3.14 1,750 A M-5D 12-10 1-5 2 26 28 6,000 3.14 1,910 A Specified Strength at 28 Days (psi): 1,500 REMARKS: A: These results axe for informational purposes only cc: BRAUN INTERTEC CORPORATION Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 R~~ N INTERTEC COMPRESSIVE TEST OF MORTAR CYLINDER Test Method: ASTM C ] 09, 2" X 4" Cylinders DATE: January 18, 2005 CLIENT: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10`~ Street Bentonville, AR 7271G-6489 Brpun Intertec Corppration Phone: 651.487.3245 245 East Roselawn Avenue I Fax: 651.487.1812 5t. Paul, MN 551 17 Web: braunintertec.com PROJECT #: SP-04-07304 PROJECT DESCRIPTION: Wal-Mart Supercenter Store #3624-00 SE of Cedar St. & School Blvd. Monticello, MN IELD DATA: ESIGN DATA: ix Design Type "S" Set Number M-6 12/28/04 Supplier Spec. Mix ate Cast ime Cast 1:25 pm Specified Air NA easured Slurnp NA Specified Strength 1,500 easured Aix NA ruck or 't'icket #NA Concrete Temperature 48° 'Cylinders Per Set 4 it Temperature 53 ° Cylinder Cast By JV/ BI iquid Added at Site NA Gridline I-J to J-4 to 4-K; Elev. 112' to 114" Sample Location Sample Date Test Field Lab Test Max Load Cy1. Area i Compressive Stren h si Remark Code s No.Rc;evd Date Cure Cure nAg_e ounds s 14 0191 A M-6A 12-30 1-4-U5 2 5 7 3,200 3. A M-6B 12-30 1-25-OS 2 26 28 A M-6C 12-30 1-25-OS 2 26 28 A M-6D 12-30 1-25-OS 2 26 28 Speci.~ed Strength at 28 Days (psi): 1;500 REMARKS: A: These results are for informational purposes only cc: BRAUN 1NTERTEC CORPORATION Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 s~~-u~ I KITE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun lntertec Project No: SP-04-07304 Transmittal No: l l To: Fred Hatch City of Monicello Spy Walnut Street Suite 1 Monticello, MN 55362-8831 From: Braun Intertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: As re uested X For your records Far review For your approval 4 Information Sent Co ies Reference Numbers Concrete Tests 1 8-9, 34-35 Comments/Clarification Transmittal List Information Seut BRR Concrete Tests City of Monicello Concrete Tests Granite City Ready Mix Companies Concrete Tests Lewis Construction, lnc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests Weis Builders Concrete Tests Signature: L~~y~' !'// Sent By: Rasmussen Christopher Phone: (651)487-3245 Kev. r~6ro~ + Providing engineering and errvironmental solutions since 1957 t t i ~-,' i i .. x 1 5 BRauw INT~RTEC Braun Inferfec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 817. St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/14/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, hac• Project Desc; Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:S SC ~Mix Design:Wall Date Cast: -11/22/2004 Supplier:Granite City RM Time Cast:2:55 pm Specified Air (%):4.5-7.5 Date Received:11/23/2004 5pecified Strength (psi):3000 Measured Slump (in.): (ASTM C 143)2 3/4 Ticket Number:87 Measured Air (%): _5.5 Cylinders per Set:4 Concrete Temp (°F'):64 Cylinders Cast By:JVB•I-Braun Air Temp (°F):44 Liquid Added ()n Site:None Sample Location: Foundation wall- G rid Line J between Grids 8 and 8' of Grid 7 Colmpression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Re>narks Sample No.days)days)days) .paunds)inches)in.z)psi) Type Method*Code(s) 8A 1 6 7 110000 6.00 28.27 3890 D N F: 8B 1 27 28 146000 6.00 28.27 S 160 D N K: 8C 1 27 28 144000 6.00 28.27 5090 D N K: 8D 1 34 35H Capping Method: N=ASZ'MC 123X, Unbonded Caps S~ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: 48/68 Sample Notes: Batched 2:12, Arrived 2:27, Empty 3:02 TYPES'OFFRACTURE Copies to: A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager rnviding engineering and environmental solutions since 1957 i f n I F a,, 1 8°~ ~ 1 r ',`. r; BRAUw INTERTEC Conrtpressive Strength of Concrete Cylinder Report Date: 1/14/05 Test Method: AS'1~M C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Uesc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street, Southeast of Cedar 5t, and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Resnlts Set Number:9 SC Mix Design: Footing Date Cast:11/22/2004 Supplier: Granite City RM Time Cast:3:45 pm Specified Air (%): , 0-5 Date Received:11/23/2004 Specified Strength (psi): 3000 Measured Slump (in.): (ASTM C 143)2 3/4 Ticket Number: 128 Measured Air (%):2.7 68 Cylinders per Set: 4 linders Cast By: JVBI-BraunCF):Concrete Temp (y Air Temp (°F):46 Liquid Added On Site:None Sample Location: Footing -Grid Line K between G rids A & 3+- Color ression Test Resnlts Field Lab Test Cure Cure Age Max Load Cylinder Cylinder Diameter Area Strength Fracture Capping Rernarks Sample No. (days) (days) (days)pounds)inches) (in.Z) (psi) Type Method*Code(s) F 9A 1 6 7 110000 6.00 28.27 3890 D N gg 1 27 28 146000 6.00 28.27 5160 D N K: 9C 1 27 28 147000 6.00 28.27 5200 D N K: 9D • 1 34 35H Capping Method: N=A STMC .1231,Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified stren gth was znet at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. Braun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: braunintertec.com General Remarks: Field Cure Temp: 48/68 Sample Notes: Batched 3:02, Arrived 3:20, Empty 3:45 r 8 3;; H% r, Copies to: TYPES OF FRACTURE A B C D E Cvne Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 a~'Y dfey L- k r.: , j ' u. , ;' „ BRAUN Braunlnt®rtaeCorporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 81 2 T pTN1 ~ IC I E~5t. Paul, MN 551 17 Weh: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 1/14/05 Test Method: ASTM C 39, 6 x 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, lnc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. • Bentonville, AR 7271b-6489 Monticello, MN Field Test Conditions an_d Results Set Number:34 WM/SC Mix Design:. Wall (T237) Date Cast:12/20/2004 Supplier: Granite City Time Cast:8:40 am Specified Air (%): None Date Received:12/21/2004.Specified Strength (psi): ~ 3000 Measured Slump (in.): (ASTM C 143)3 1/2 Ticket Number: 111 Measured Air (%):6 Cylinders per Set: 4 Concrete Temp (°F):70 Cylinders Cast By: JV/Braun Air Temp (°F):20 Liquid Added On Site:None Sample Location:' 'TL); Wall -West Side -Lower 1 2 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter . Area Strength Fracture Capping Remarks Sarztple l~lo. (days) (days) {days)pounds)inches) (in.Z) (psi) Type Method* Code(s) 34A 1 6 7 124080 6.00 28.27 4390 D N F': 34B 1 27 28 34C 1 27 28 34D 1 34 35H Capping Method: N=ASTM C 1231, Unbonded Caps S-ASTM C 617, Sulfur Caps. n ____~_ r~______~._. n. ~r+i__ _____r__a _~_____~~_ __.._._ ___-.. -`'`he 7-day age according to the above test results. TYPES ~F FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split .Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 r~` a. r~t~r REVIEW RESULTS FORM Save time, effort, paper...and a stamp!" 6700 Antioch Plaza, Suite 300 Merriam, KS 6620a Aver 40 Years Of Building Rewarding Relationships" In an effort to make the reporting of review results easier for officials, we are enclosing this courtesy fax sheet. If one of the check boxes below is applicable to the results of your review, feel free to simply check the box and fax back to our office at the fax number below. We will accept this fax sheet in lieu of an official letter from the reviewing jurisdiction. RESULTS OF REVIEW OF CCD # 2: Project Location: Monticello, MN Store Number: 3624 NOT APPLICABLE -Our review has determined that the changes contained within are not applicable to our local codes and/or ordinances. No further review or action required. APPROVED -Our review has determined the plans to be in compliance with applicable codes and/or ordinances. No further action required. NOT APPROVED -Our review has detected portions of the drawings to be in non-compliance with local codes and/or ordinances. A listing of deficiencies is: (please circle one below) Attached Ta Be Mailed REVIEW DELAYED - We are not able to begin our review of this change at this time. We anticipate the review to be complete by and we will contact you at that time. ADDITIONAL COMMENTS FOR ARCHITECT: Signature of Reviewer/Building Official Date Please check the appropriate box above and fax back to BRR Architects at: 973) 262-5973 1~ 7 pAg g132fi29044 HIGH-PIL.E[) CpM~IJSTIBt.E STQRA(3E 2306.3.2.1 Aggregate area. The aggregate of alI high-piled storage areas within a building shall be used for application of Table 2306.2 unless such areasare seP- arated from each other by 1-hour fire<resistance-rated fire barrier walls constructed iu accordance with the In- ternational 1uilding Code. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection xat-ng• 230b.3.2.2 Multielass high-piled storage areas. High-piled storage areas classified as Class 1 through Class TV not separated from high-Piled storage areas classified as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for purposes of application of Table 2306.2. To be considered as sepa- rated,. l-hour Este-resistance-rated fire barrier walls shall be constructed in accordance with the International Building Code. Openings in such walls shall bs protected by opening protective assemblies having a 1-hour fire protection rating. Exception: As •provided for in Section 2304.2. 06,g Fire department hose connections. Where exit pas- sageways are required by the International Building Code far egress, a Class 1 standpipe system shall be provided in accor- dance with section 905. 230b.9 Aisles. Aisles providing access to exits and fire depart- mentaccess doors shall be provtded in high"Piled storage areas exceeding 500 square feet (46 ma), in accordance with Sections 2306.9.1 through 2306.93 • Aisles separating storage piles or racks shall comply with N1?PA 13. Aisles shall also comply r with Chapter 10. Exception: Where aisles are precluded by rack storage sys- tems, alternate methods of access and protection aze al- lowed when approved. 2306.9.1 Width. Aisle width shall be in accordance with Sections 2306-9.1.1 and 2306.9.1.2• 2306.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 2307, 230$ and 2309. 306.5 Fire detection. Where fire detection is required by Ta- ble 2306.2, an approved automatic fire detection system shall be installed throughout the high-piled storage azea• The system shall be monitored and be m accordance with Section 907. 2306.6 Building access. Where building access is required by Table 2306.2, Lire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all ortions of the a ~o high-piled Stara e. Exception: Where fire apparatus access roads cannot be in- stalled because of topography, railways, waterways, non-negotiable grades ox other similar conditions, the fire code official is authorized to tequrrc additional fire protec- tion. 2306.b.1 Access doors. Where building access is required by Table 2306.2, fire deparonent access doors shall be pro- vided in accordance with this section. Access doors shall be accessible without the use of a ladder. 2306.6.1.1 Number of doors required. A minimum of one access door shall be provided in each 1001ineal feet 30 480 mtn), or fraction tharatus access roadsor waU.s which face required fire aPP 2304.6.1.2 Door size and type. Access doors shall not be less than 3 feet (914 mm) in width and 6 feet 8 inches 2,032 mm) in height. Roll-up doors shall not be used un- less approved. 2306.6.1.3 hocking devices. Only approved locking de- vices shall be used. 2306.'7 Smoke and heat removal. Where smoke and heat re- maval are required by Table 2306.2, smoke and heat vents shall be provided in accordance with Section 910. Where draft cur- tains are required by Table 2306.2, they shall be provided in ac- cordance with Section 910.3.4. Exceptions: 1. Cross aisles used only for employee access be- tween aisles shall be a minimum of 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf st~r- age shall be a miizimum of 3U inches (762 nun) wide. 23069.1.1 Sprinklered buildings. Aisles in sprinklered buildings shall be a minimum of 44 inches (111$ mm) wide. Aisles shall be a minunum of 96 inches (2438 nun) wide in high-piled storage areas exceeding 2,500 square feet (232 m1) in area, that are accessible to the public and designated to containhigh-hazard commodities. Exception: Aisles in highpiled storage areas exceed- ing 2,500 square feet (232 mz) in area, thatare accessi- ble to the public and designated to contain high-hazard commodities, arc protected by a sprin" kler system designed for multiple-row racks of high-hazard commodities shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 inm) wide in azeas accessible to the public where mechanical stocking methods are used. 2306.9.1.2 Nonsprinklered buildings. Aisles in nonsprinklered buildings shall be a minimum of 96 inches (2438 mm) wide. 230b.9.2 Clear height. The required aisle width shall ex- tend from floor to ceiling. Rack structural supports and catwalks are allowed to Gros abovesthe finsh~u flaarigev 1, 6 feet 8 inches (2032 nun) provided that such supports d° not interfere with fire depart- ment hose stream trajectory. 2306.9.3 Dead ends.Dead-end aisles shall be in accordance whiz Chapter 10. ex3ti gui0hers shall be providednn accordance with 5ectt~on 906. 2pa91NTERNATIQNAL FIR1= CODE.® 15:05 FAX 9132629044 I uuz HIGH-PILED CQN-EL{STIBLB STGRAGE a 30 25 20 1~r 1( i 3 0 U H a. z a X w 0 W J w U W a t. Y~~ v n m m G7 0 m m m n 0. PERCENT BY WEIGHT 4F UNEXPANDED PLASTICd z:M1, ~IGURL 2303.7.4 1111XED COMMODITIES'' u~ a. This figure is intended to determine the commodity classification of a mixed commodity in a package, cazton or on a pallet where plastics are it-voly b. The following is an example of how w apply the 5gure: A package containing a Class III commodity has 12-percent Gronp A expanded plastic by volume. The weight of the unexpended C3roup A plastic is 1D pet+cent. This commodity is classdred as a Class 1V commodity. Jf the weight of the unatpatwled plastic is in- creased to 14 pG the rlassification changes to ahigh-hazard commodity. Volume of lastic in pallet load c. Percent by volume ~ Total volume of pallet load, including pallet d. Percent' by weight = Weight of plastic in pallet load Total weight of pallet load, including pallet 2003 INTERNA7lONAL FIRE CODE® 206 0 5 10 ~ 5 cu 15..:06 FAQ 9132629044 HIGH-PILED COMBUSTIC3LE STORAGE I~j 003 TABU; 2308.2 RAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS PILED STOkiA4E, SHELF G ENE gpLlp- STORAGE AND PALLETIZED STQNAGE AL4 Sy'OAAGE AREAS a aeo Sactlan 2907.3 Sea 9x8one Z3o8 2307 and 23DB pAaxlmum 51ZE p'F HIGH-PILED Aut°medc sre-exting Fire auildkng Smoke and heat rert-DVa1 Draft curtains pM1ax lmum pike prrmiselble atoregd hal9ht Mpxkmum Pile volume ay4 a~asgTgftAGEAREA Seotlon dkmenafon sauere feet) ing eys don feetSec2808 feet cubic feet gectlona 2ab6.2 (coulkuoDrry (eae sea gactlon ( 2ap8.4 29os.2aos.e 2 Not Not Nat CLp,raq and Za06A Not Not Not Not edi Not Re airedReaired Re aired Re aired 0-500 R aired'Rc aired Re aired rRa Nat 40 100.000 500501-2 Not d' Yes' Not aired' Not Re aired Re aired 100 g Hire Not Not 100 40.4c)o,ooo 2,501-12,000 Yes uirod Re aired'R aired Re aired Public accessible Not Ns~t 100 400 ~ 2,501-12,000 Nonpublic accessible Yes Not Required Not Required'Required ailedq q lion 1 I-IV 2 501-12,000 Yes y~l Yes'100 gpt 200,000 Nonpublic accessible 1~CQulred°y~ O lion 2 Not 100 40 400,000 001-20,00012 Yes Not Re Hired y~Y°~R aired Not Year Noc 100 40 20,001-500,000 Yes Re aired Yes R aired Greater than Yes Not Yes Yesj Not Re Hired 100 40 500 0(lOs aired Not Not Not Not 50 Not Re aired Not Re aired 0-500 Not aired'Re ui ed R a' d°R Hired R aired 00075 501-2,500 Yes Not i ed Not aired' Nut R aired Not R aired 50 30 Public accessible cRe Not 90 7S,OOl1 501-2,500 Nonpublic accessible Yes Not gequ~ Not Required' Not Required Required 50 High »"'. _ 20 50,000 hazard 501-2,500 Y®~ 50 y~ Yes Nonpublic accessible Retuireda Yes' O lion 2 Nat 50 90 75,000 Not y~ Yes' R aired 2,501-300,000 Yes R aired 75,000 Not Nat 50 3U Yes Yep Re aired 300,001-SOO,000s•" Yes R uized foot = 0.0929 m~. p h fled storage area shall Por SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02632 m3 . I square a. When automatic spcio ~ in ~~dancawith actions 2307 and 2308Chapter 23, the portion of the. s xinkier system proteettng the g -p be designed and instal h, For aisles, see Section 2~-9• with Section 2306.9. when req~ed by the fire code official. See also c.. Piles shall be separated by aisles complying tai fit's protection shall be provided in accordance with Note g d. For storage in excess of the height indicated, spec Chapters 28 and 34 for special limitations foz aerosols and flalptmable and combustible liquids- e. Section 503 shall apply for fire appazatus aacess• rinlders, f. For storage exceeding 30 feet in height, Option 1 shall be used. g. Specialiireprotectionprovisionsincluding,butnotiimitedto,fizeprotectionofexposectstecleolumns;increasedsprinklerdensity:addition to-ra ceilin s ttlderdensity: or additional5re depamnenthose connec rdan~w-th the Ituernahiona! Bualdmg Cod ~heXa ~~ ~ to wpthoutassociatedreductions to g ~" use feet A 2-hourfire wall constructed in acc h High-piled storage areas shall not exceed 500.000 feet in area. divide high-piled storage exceeding 500,000 9 rotect the high-piled storage area in accordance with 5cctions 2307 and i. Not roquired when an automatic fire-extinguishing system is designed and installed to p 2308. aro rotected by e~ly suppression fast respoasa (ESFR) sprinkler systems installed in accordance with NFPA 13. j. Not required when storage areas p 2003 INTERNATIONAL FlRE Cpp~ 09/14/04 15:04 FA~C 9132629044 KiGN,pl~,p COMBUB7tBt.E STORAGE pVC (polyvinyl chloride greater than 5-percent, but not exceeding 15-percent plasticized) Silicone rubber lactic ma- 2303.73 Group C plastics. Group C plastics are ~ similar terials having a heat of combustion and a bumin gf Group C to those of ordinary combustiblca. ~P plastics include, but are not limited hlo~~uxo ~ylene; Fiuoropl 1tictr~ =~th~ y~ ~)PTFE, P° yt1e Melamine (m,elacntne formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than S punt, e.g., pipe, pipe 1^ittinBs) PVDC (polyvinylidene chloride) PVDF (polyvinylidenefiuoride) p~ (polyvinyl fluoride) Urea (urea formaldehyde) A iasttcs in mixed 2303.7,4 Limited quantities of Group P commodities. Figure 2303.7.tics all wed to be stored ina the quantity of Group A p the cam- package or carmn or on a pallet without increasing modity classification. SECTION 2304 DESIGNATION OF HIGH-p1LED STORAGE AREAS 2304.1 General. High-piled storage areas, and portions of g for storage of a different high-piled sutra c areas intended commodity class than ad}scent areas, shall be designed and specifically designated to contain Class Y, C ~signa ~ oIIla Class IV or high-hazard commodities. The high-piled combustible storage area, or portion thereof in- tended for storage of a different commodity class, shall based on the highest hazard commodity class stored except provided in Section 2304.2. analysis. The des 2304.2 Designation based on engu-eerin8 a area or porno ignation of a high-Piled combustible storag thereof, is allowed to be based on a lower hazard class than th of the highest class of commodity sm~bween demo ~~ b tity of the higher hazard commodity has rotected by the out engineering uately panalysistobeadeq The engineerinS analys matic sprinkler system provided. stem to deliver shall consider the ability of the spr~ler sy higher density required by the higher hazard commodity. higher density shall be based an the actual storag~~i~ It F . pile or rack and the minimum allowable desig ures rovi klex operation as set forth in the density/aruoufisgarea occup in NFPA 231 and NFPA 231C. Theh~ ng ~~d 120 squ by the higher hazard commodity feet (11 mz), and additional areas of htghb 25 feet (762 shall, be separated from. other such areas Y or more. The sprinkler system shallbe capable oaf de~eet (84 higher density over a minimum area ef ~~ ~ mz) for dry pipe fox wet pipe systems and 1,200 sq 001 SECTION 2305 HOUSEKEEPING AND MAINTENA NCE ~ shall 2305.1 Rack structures. The structural integri y be maintained. ninon sources shall 23115.21gnitionsourtes. Clearance from ig be provided in accordance with Secti ohibit~• Approved "No 23115.3 Snnoking. Smoking shall be p Smoking" signs shall be conspicuously posted in accordance with Section 310. is notbeing con- 2305.4 Aisle xnaintenanct clear of sto age, waste material and ducted, aisles shall be kep debris. Fire department access doors. aisles and exit doors shall not be obstructed. During restockin8 operations using manual stocking mew shall be maintannedan 48 h (1219 mm) or inches (610 ) smaller aisles, and a minimum. unobs be maintained in aisles one-half of the required aisle width shall mechanical stacking greater than 48 inches (121,9 mm). During operations, a minimum unobstruc ~ a ~lydanthwith Section 1118 rtnn) shall be maintained 2306.9. 1.305.5 Pile dimension and height limiW ~ ~ tion 2307 3 sions and height limitations shall comply _ 2305.6 Arrays. Arrays shall comply with Section 2307.4. 2305.7 Flue spaces. Flue spaces shall comply with Section 2308.3. SECTION 2306 GEN ~ FESAFETYFEATURES AND 2306.1 General. Fire protection and life safety features for be high-piled storage areas shall be in accordance with this section. as 23(16.2 Extent and type of protection. Where required by Ta- ble 2306.2, fire detection systems, smoke and heat removal, draft curtains and autornaric sprinkler d oa ~ h~~~ ~ iedlstor- ~ n tend the lesser of 1 S feet (4572 mm) bey ortions of at age area or to a permanent partition. Where p n_ high-piled storagc areas have different fire protecteoon r ~°age y ments because of commodity, methodu~ by Table 2306.2 o_ height, the 1*ire protection features rcq within this area shall be based on the most restrictivedesign re- the quirements. The 2306.3 Separation of high-piled storage areas. High-pd~ the storage areas shall be separated from other portions of the nn- building where required by Sections 2306.3.1 through tied 2306.3.2.2. ties ied 23p(,3.1 Separation from other uses. Mixed occupan are shall be separated in accordance with the ,lydeYnationai r~nn-ty Building Code. Multip~ the 23063.2 Multiple high-pried storage areas. mz) high-piled storage areas shall be in accordance with Ser° 2306.3.2.1 or 2306.3.2.2. 2p03 INTHRNA710N°' I~w~~ 5.~~~ i ~r~hit~c~ l 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Over 40 Years Of Building Rewarding Relationships" December 15, 2004 City of Monticello Attn: Fred Patch 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Wal-Mart Supercenter #3624, City of Monticello Dear Mr. Patch: Enclosed you will find information pertaining to a recent change requested by Wal-Mart for store # 3624 in Monticello, MN. The change has been labeled "Construction Change Directive #3" (CCD #3), and consists of the following items: CI 5719 -195 Stockroom Height change More specifically, the fallowing items are being submitted to assist you in reviewing the proposed changes: 1) 2 copies/originals of the sheets revised as a result of this CCD (with changes highlighted); 2) A detailed Narrative describing the changes sheet-by-sheet; At this time I am requesting department review the changes submitted for compliance with your local code(s). In order to minimize possible disruption to the construction schedule, your prompt review of this material will be appreciated. If there is anything we have failed to provide in order for you to complete your review, please contact me immediately at (913) 236-3427. I will arrange for you to receive any further information you may require. Sincerely, iJ Dan Von Seggern Permit Expeditor BRR Architects 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Direct Phone: (913) 236-3427 Email: dvonseapern(a~brrarch.com Stanley ~nyineeriny- Co., Inc. November 23, 2004 FOLLOWING ARE THE CALCULATIONS FOR THE 10" WARREN TRUSS SHADE COVER SYSTEM FOR WAL-MART GARDEN CENTER #3624 LOCATED IN MON~I'ICELLO, MINNESOTA. THE SHADE COVER SYSTEM WAS DESIGNED TO MEET THE LOAD COMBINATIONS SET FORTH BY THE INTERNATIONAL BUILDING CODE 2003 USING THE FOLLOWING LOADS: 1. DEAD LOAD 2. WIND LOAD OF 90 MPH (EXP. C) 3. LIVE LOAD 20 PSF (ON STRUCTURAL FRAME ONLY) 4. SNOW LOAD SO PSF (ON STRUCTURAL FRAME ONLY) REMOVE SHADE CLOTH IN MONTHS OF SNOWFALL. I hereby certify that this plan, speci- ficatinn, car rrr~cr! ~r:~s prepared by me nr un('~r m~•~ C1ir~-r,± supervision anc~ ti~~at I ~m ~; r=~ur;r ~-tec~i:~tered Prn- fes~~icn• Fn~gin -r under the laws of th - to tin ta. ate_ /~~Z3-4~__ .._ Registration No. 14652 RBE/AD/CALLS\MONTICGL Ln#3624MN. DOC 6335,Gu~on, Suite zxo • .7fouston, Texas 77o8x 713~ 776-9433 '`Fax (7~3) 776-2439 ' email: secincC sbcylobal.net Wind Laads Basic Wind Speed= 90 Exposure Category= C Building Category= II Mean roof Height= 12" Solid (Cloth)- 0.80 Wind Velocity Pressure q~=0.00256KxK~KdVzl= 14.982 psf K~= Kn= Kd= 1= Vertical Wind Loads: Desican Wind Farce F~ gZGCfAf= -63.731 ~ (muttipliedbyTrib.AftogetplFl G= 0.85 wind ~ to trussC _ 0.521 use for vertical loads f- L/B= 0,643 measured ~ to wind L= 50.83 ft ~' B= 79.00 ft ~' F~ 4zGCfAf = ~a ~~q ~,~f (multiplied by Trib. Af to get plf) wind y to trussC ... 0 367 use far combined loads f '~ L/g)-1= 1.554 Horizontal Wind Loads: Design Wind Force retio of solid to gross area) ' 0.55 Af snnd= 0.46 ft2 Af g~ 0.833 ft2 Cf= 1,6 0.85 1.0 0.85 1.00 F=q~GCfAf/Np_ of trusses- 1.172 ~ muRiplied by Af of truss (vert. projection) to get plf w W= 1.523 of Trusses= 8 ~' Seismic Loads S... lifted Anal sis Procedure Seismic Use Group: II Occupancy Importance Factor (I)= 1.25 Slte CI&SS ; D (assumed since soil properties are unknpwn - by code) Earthquake Spectral Response Acceleration Parameters: SM$= FaSs= O.O8B ' site class pFa= Figure 9.4.1.1 (a) p.11 D$ _s Design Spectral Response Acceleration Parameters: sos= 2~aSnns= 0.058 Seismic Design Category (5n5)= A pg.131 Ascc r Symplifed Analysis Procedure for Seismic Design: Seismic Forces ~ Truss Level (Fx): Fx=1.2S~/R -wx= 1.125 plf Sps= Wx= 1= of Trusses= R= 1.000 for seismic desif p= 1.600 5.4 0.058 48.825 plf 79. QQO ~Perp. To Trusses 8 7ab1e9.5.2.2 pg.135 In categones(above) A,B,C p-1.0 For Formula 16-1'n E=pQE+0.2SpSDp= 1.687 plrt where QE- Fx For Formula 16-18) E=pQE-0.2SpSDp= 0.562 plf "' here Q~= Fx Load Combination_ Alternate basic load combinations w = 1.3 Vertical: D+L,+(Lr or S or R)=11.970 plf vertical load only D+t_+w W=56.670 plf *vertical load only D+L+w W=38.283 plf w vertical Inad to be combined vn horizontal Inad D+L+w W+S/2=53.545 pif ~Vertical load only D+L+w W+S/2=35.138 plf *medical load to be combined ~nA harixnntal load D+L+S+w W/~=19.351 plf "vertical load nnry p+L+$+tiy W/~=10.148 plf ""rtical load to pe combined ~rA horizontal load D+L+$+x/1.4 :11.718 plf *Vertical load to be combined w1 horizontal load 0.9D+E/1.4=5.222 plf *Vertical load to be combined ~n horizontal load 75 wend Overstress Taken Use (Max) Combination=9,iQvertical load down only Use (Max) Combination=X6670 ~vertlcal load up only Horizontal: D+L+w W=1.142 plf *horizontal load to be combined w\ Vertical load D+L+w W+S/2=1.142 plf *horizontal load tp be combined w1 vertical load D+L+$+yy W/2=0.571 plf *horizontal load to be combined w\ vertical load D+L+$+x/1,4=0.904 pif *horizontal load to be combined vn vertical load 0.9D+E/1.4=0.301 plf '~honzontal load to be combined Hn vertical load TRUSS DESIGN w h~ ± P=M~h M= wL2~'8 L R Lpng Span: Truss Bracing (q= 4.25 ft Truss Span (L)= 30 ft ~ Truss Depth (h)= 10 in Extruded Allov 6061-T6 IChordsl M =wL~/(8*1000)*12=76.504 k-in fa= M/(h~""A)=10.201 kSl Allowable Stress: dm eq.7 Fa =51000/(kl/r)"2=11.540 ksi dm eq.9 Fa=23.1-0.25(b/t)19.600 ksi Fa ~= fa O.I~, Ft= 19 ksi ft= M/(h~*A)= 10.201 ksi ft O.K. M =wL2/(8*1000)*12= 1.542 k-in fb=(M/2chords)/S= 1.397 ksi Allowable Stress: 3dm eq.14 Fb=23.9-0.24(LbSc/.5(Iy.J)^.5)^.5 = 18.075 adm eq.18 h/t= 14 '"here h is measured inside to inside Fb = 28.000 Fb= 18.075 ksi Fb ~= f,~,,,.O.K. Web Length (I)= 8.485 in P=wi/(2*1ooo"sin(45~)=1.202 k fa- P/A=4.945 ksi Allowable Stress: idm eq.7 Fa =14.2-0.074(kVrp 12.559 ksi idm eq.9 Fa=16.1-0.144(b/t)14.173 Fs=12.559 si Fa ~= f D.K. Ft= 15 ksi ft= P/A= 4.945 ksi F~ ~, ft O.K. Ir ~ ~I PLANS EXAMINING REPORT i~-~A~1ir~~~ih1' 2S0 LAST BROADWAY, PO 130X 1147 City Hall (763) 295-271 1 moNTtCF~.t.o MON"1'ICCLLO, MN 55362 Building Inspections (763) 295-3060 ro.~ Fax (763) 29.5-4404 February 2, 21105 WALMART SUPERCENTER #3624-00 School Botalevard & Cedar Street. Monticello, Minnesota 55362 OWIVF.K: ARCHITECT OF RECORD: Wal-Mart Realty Inc. 2001 - 10th Street SE aentonville, Arkansas, 7271 b Boice - Raidl RHEA Architects 6700 Anitoch Plaza Suite 300 Merriam, Kansas, 66204 Chris M. Rhea FAX 913-262-6913 Attn Dan 1"'1rc ~1r•ttlrite~c't rrf"Rr~carrl ttrrrrrcxrC rrlxrt~c~ ~rrrrst t°c'trr/ tfris rE'lx~rt trrr.rl !•c?sPurtrd in tvr°itir7~ to extra/t itc~r~r dre~reirr crrrc! rrPlac>rrrirr,, n-r t/rc~ ~~lryrravt~tl./rrh C"r~1~~r ~'rf'tlerx ~1Cttrr rcx/c~rc,scr~l fr~r• ~,crvnit ~vr"t,h tlii.s rcclJr~r°t. f'/easel lrtr atvrrr•cx tlrrrt this r•c~/rcr~t is rrrrtteatr>rrc/cr,sr"Vc'. Ac/eCttxrltart/ ret>fc~rr~ nf'tlrcr srrbjcrtAt~wnjec°t r~>~111iE~ orrrir~rrrl; until (."er•tificrrte raf.(Iccrr~lrr,acxyr rs a~:srtcrtl liy the liuilrlirrl; ()ffic•irrl. Please address all responses to this report to Building, Mechanical ~, Plumbing Fredrick H. Patch -Building Official (763) 271-3214 Fire & L~il`c Safety Code Fredrick H. Patch - Bt.iilding Official (763) 271-3214 Mark Wallen -Fire Chief (763) 295-271 I Land Use/Site Design/Landscaping Fredrick H. Patch -Zoning Administrator (763) 271-3214 Jeff O'Neill -Assistant City Administrator (763) 271-3215 Grading, Paving, Drainage & Utilities Bret Weiss -City Engineer (76.3) 541-480(.1 John Sianola -Public Works Director (763) 271-3271 Matt 'fhiesen -Water & Sewer 5u~perintendent (763) 271-3274 food Service/Commercial Kitchens Minnesota Staie Department of Health -5t. Cloud (320) 255-4216 7'1tc:.At°chit~t:t taf ~~ecot•ei Ns r~,~pcti7~il7[L I'i~r rc°e i~~-~~itt~~ a:rtti:l cot)rc:li~t~ttil)~7 ::tit t1t~ (1r,~:,iixttents ~tti~trtiltr~d its tpplicatia7ta 1'c.)r a f7c~rrrrit. it~clt~an~~ tlres~;c t~'(; aKxrc~cl k~~t)i~e~rS. I~ltc~ .~t~(;ltit~~°t ctf~l~+~:c;<trd .ttlt.t~t rc~,c~iv(;.. rti;vii;w at)d (°4)orditttri.~: <z!I resl~(}tt:~cs t(t tlt:: itc.nts ii.l(°t)tified i:t) tl)i5 rc~p()rt:, Responses to this report shall be considered deferred submittals. The deferred submittal items shall not be must not be installed until their design and submittal documents have been approved by the Building Official. All defen~ed submittals must be certified by the Architect of Record as having been "revrcwe~/ anu' found to he irl ,general cunforrncurce vvrlh t/7e clcsi,gr! of the blulclrl7~r". (Ret) i~i,~~,~r;~~,,.~Fn Page I CENF,RAL CONTRA(:TOR CONSTRUCTION MANAGER: Weis Builders STKUCTURAL ENCINEF..R: Johnson Burkholder Associates Consulting Structural Engineers 930 (ventral Kansas City, Missouri 64105 81 fi-4Z 1-4200 BASIC PROJECT CENERAIa pESIC:N CRIT"F.ItIA Maxinn.nn Allowable Area -Unlimited Per IBC 507.2 -Actual Area 206,000 Sq. F•t. Building Height -One Story Building Occupancy Groups & Types of C.onsh•uction: Mixed Occupancies - M-Merchantile; S-I receiving & Stockrooms; A-2 Breakrooms; and B -Office Buildings have been designed to be within allowable area and height requirements of Minnesota State Building Code. Property Line Separation Four (4) Sides -> 60' Fire Suppression System -- Fully Sprinklered. The following notations refer to design submittal docinrlenis as presented in application for a building permit This report is not to be considered conclusive with respect to review of plans and specifications to assure compliance with Minnesota Buildin~~ Codes and Minnesota Fire Codes. Please retain a copy of this report on-site, attached to the Approved Job Copy of the Building Plans and Specifications. PLAN NO,I'T'EM SHF,F,T/CODE COMMF,NTS CHF,CK-OFF SPEC.REFERH:NCE SE(:TION 113(:Special Inspection 8c Material Test Report Summaries Required - Special inspection and material test rCpOrLti I1lUSt tlC SLIbnIItIL'd t0 ihC 13llllding 01~11CIal d tlrlllg COIL SirtlC(I(tn pCl' it3C. Slllll tilary rCports Intl St be till blillltCd Lo )=i lllldlll~ O1•licial prior to issuance of (:ertificate oPOccupancy. ITV 1..{)il~S1' N';11L,1'{:{', {'l_lj;~ll {,`^; It{'= ((~ ~Ilt_~':(): ~'Crlt~' 1h1&t SCprlritE' (tkl'Nilllti 17aN4'C. t3i'.ell IS1tt f°£{ 1t\- t11e (. It'~~ td1Y": ltcchalnac~,tUN1~.1( !'iullltlrn}; [tetr'ig(°r:xt"rvn I~irt~'~arltpr(:ssirarl N~irc~:'~IarNn Signs 3 Civil City Utility As-Built prrlwings Required -Submit As-Built drawings for utilities prior'to Certilicate of Occupancy. MSl3C PHO'1'OMF.TRIC PLAN ANp MANUFA("1'l1RER'S FIXTURE ('LJT Site Nlan SHEETS - Bc aware that on site lighting including that 1nr pump island canopy ity Code rrwsl utilize recessed fixtures. casting light downward only. Parking lot and building exterior lighting nulst be shielded Lo control glare. Submit manufacturers' cut sheets/specifications to building oflicial filr approval of each type of exterior lighting lixturc. r'I,me~am.rpt Page 2 PLAN COMMENTS v. ITEM SHF.E'T/ CODE, Ck1EClt-OFF SPEC. REFERENCE 4EC"LION 5 __ NISBC SEPARATE. PERMIT APPLICATIONS AND SEPARATE.. PERMITS ARE RE DIKED - for the installation of underground fuel storage tanks, pump islands, gas canopy, LI' tank/s and fueling City Code equipment. A I MSBC Ch. 1341 Provide ADA 'Transaction/Service Counters -provide at each service counter or service window location, live percent, Eit.rt not. Icss than one, with a portion of 1341.0720 the nuiin counter that is at Icast 36 inches in length with a ma.r'inntrn height of 3(i AUAAC; 7.2 inches above Lhe door. Accessible counter's or windows shall be provided in a prominent location: and evenly dispersed throughout the building or 1'acilit)'. 7 IBC. q0;},2.1 Separate Permit Required For Type I kitchen Exhaust Hood fire Suppression System. Final inspection will include a trip test of any Ansul 5y'Sl.enl/5. Al IFC 90(i Portable Fire Extinguishers - Provide portable lire extinguisher location plan t0 BIIIIChng OItlclal. POC'tablC tiro extinguishers nursi be installed ire each commercial cooking/fixxi preparation area and adjacent. to each exterior exit doorway. S ccif t '. e. sire and locutions cr II'C ('ha iter 906. Addition of a fire blanket in the area of the fryers is highly recorrunendcd. 1'rovidc K Class - 6 liter portable fire cxtinguishcrS in kitchen area. Additional portable fire cxlinguitihcrs may be required by 1uilding Official or I ire Chief upon final inspection. 9 Al Fire Chief Fire Department Lock l3oxex - Install tvvo (2) Fire l)eparttncnt lock boxes (i'-0" above grade to bottom of box. Install one t:tdjacent to Fire Ucpt. entry door 159I' and one adjacent to Front Entry' Door/s 101 C' and 101 L). Lock boxes must he purchased from City at cost X160.82 each. l0 MS13C Recycling Space Required -Identify and Provide adequate recycling space at or A I 1300.4700 close by the trash enclosure per Minnesota Statutes. A8 Il3C Exterior F.xit Doors must Be Provided with Panic Hardware -Verify that no dead bolts, flush bolts or throw bolts are allowed on an door within this buildin except when part of an exit device that provides simultaneous unlocking and unlatching by a single action. Rcvisc door schedule and inform door st.tpplier/s to comply as necessary. Any exit delay devices must be identified as to function. nuuntfacutrcr and proposed location. all subject to Building Official approval. 12 SO 1L~C Structural Engineer must verify in writing acceptability of all loads imposed by partitions and equipment to bar joists and building structure. 13 SO IB(, Shop Drawings Must Be Approved -Structural shop drawings prepared by fabricators roust. be reviewed and approved by the Structural lingineer of Record. No unapproved structural shop drawings arc to be on the job site at any time. Page 3 Ptanc.e,m,,i~,r O. 22 23 24 zs 26 z7 28 29 PLAN COMMENTS ITEM SHEET/ CODE C11EC1:-()F'F SPEC. REFF.RF..NCH: SECTION MSPC Protection of Potable Water Source Required -Chemical, dctcrgatt, soap f devices to4Cil C)etail 2 471 ~20?0 syphon and injection devices trust be provided with proper air gap o e zone backllow prevcnter jKPLj. protect potable water supply or reduced pressur I)ctail3 Refer to Minnesota. State Plumbing Curie 4717.21 10 for types of devices requtrec where an air gap cannot he provided. Hose connections connected to under pressure must he provided wish a properdingcontaminationsourceandstan device to prevent bttckflow clue to back pressure ~ Watts 91) or equal. Detail 2 -'triple Sink Sanitizer Elevation is prohibited as it distnantlcs and d does not provide compliant backtlnw rnoditics a listed plumbing fixture an prevention. Detail 3 - must incorporate a reduced pressure backllow prevcnter jRPl.j. Rackflow Prevention: Water supply connections to fixtures or equipment which MSPC 471 X2020 h~.tve submerged inlets, or inlets below the s}>ill line of the lixture or equipment. oved backllow preventcr or must be provided with an air gap arrangement, appr as spccitied in Minnesota Rules. part 471 x.2000 and ssembl ybackllowprevcntera art 471 x.2010. 'I~his shall include the coffee makers, ice makers, carbonators, bp e clothes washers, dishwashers, and trap primers. Backllow prevention must not serve more that onetermay provided at each outlet. A single backllow prcven piece of equipment. Cit Irrigation of planted landscaped areas is required: A separate water meter They installed ahead of the domestic water meter is necessary for this purpose- irrigation ntcler will measure water usage separtdcly to avoid sanitary scvvcr I f anymtieonsys charges. Provide a proper backtlnw prcventer titr the irrigat only incorporate a reclttccd pressurerevcnterkllowhbpaceIteaclishtghcrthant backllow prcventer ~RP7]. Mp~•Post-Mix Carbonator: No copper tubing should be installed downstrcarn of the rninirnize the possibility ofto backllow prcventer' serving the post-ntix carbonator ber will be responsible for installation of backllow l um copper poisoning. Master p preventcr MPC Verify Fixture Units/Sanitary Sewer Pipe Sizing -Plumbing Ucsigncr tturst rc- on sanitary sewer piping on south side of it scaleulatetotalnumberoffixtureun rease waste line. Verity total number of fixture units on n ofid ggesstoreafterrc- 4" line. 4WM I MI'C Indirect Waste Receptors: Indirect waste piping trtay only be used on cold receptacles, andartntenlsom 471 ~.1 X00 p storage rooms, refrigerators, cooling counters. c dispcnsittg or holding of lixxl or drink. All sinks not ed for the storageicesusdev intended to specilieally hold loud products must be connected through a Lrap to the sanitary scvvcr system of the building. All piping to indirect waste receptors must be rigid pipe sloped to fully drain. Install funnels on indirect waste receptors t wastes to drain maintaining at least I" air gapdirecihroughotrtasnecessaryto and prcvcntsplash. Modify Subway Plumbing Equipment Connection Schedule on Sheet SWM 1 and any other improper indirect waste piping. MpC'Exterior Storm Drains: Storm C)rains exterior to the building must not be mtsyse connected to the sanitary sewer. but may he connected to the storm sevva including the two drains adjacentidnsra Revise pluntbine Platt to drain all exterior to the cnmpactors Lo drain to storm scvvcr. SP(: 471 ~.131(.l (:arhage Disposals: 'll-ap and vent any gtn-bage disposal separ:ucly from any other fixture. Page _5 I'lancram.rpt PLAN 0.I'T'EM SPIFFY/CODE COMMEN"1'S CHECK-OFF SYFC.REFERENCE. SF,CTION 30 City Water Meter Sizing: Please contact Matt "I~hicscll. Water & Scwcr Superinten[t li,r water meter sizing, both domestic atld irrigation. 31 IMC X06.3. I I Grease Duct Enclosure Required: Grease duct enclosures <tre required filr all Type I hoods where a grease duct penetrates a ceiling, wall or floor shall he enclosed born the point of penetration to the outlet terminal. Ducts shall be enclosed in accordance with the International Building Code requirements for shalt construction Alternatively, submit manufacturer's spccilicatiuns and listing inlin•rnation for grease duct wrap (i.e. Thermal Ceramics/3M fire Master, etc.). I'he duct enclosure shall be scaled around the duct at the point of penetration and vented to the outside of the bt.lilding tht'ough the use of weather-protected openings. 'I'hc enclosure shall be separated lrorn the duct by a mininlunl of 6 inches and a maximum of 12 inches and shall serve a single grease exhaust duct SyStelll. 3?IM(: 1 104 Provide Refrigerant Speei~cations: tipecify quantities of CPC: replacement refrigerants to be used and stored. Such refrigerants must he used and stored only in accordance with the ?0110 Intcrnativn~.rl Mechanical C:ode. Chapter I I; and the Hire Code. P~anexan,.rpr Page 6 11/09/2004 11 39 FAX 9132626y1;i ouauc nnluti ~,~~"~ l/Od/2004 14'00 FAN 913266918 90SCE RAT9L RHEA Nr~e4-200a 1~:0s wETS BUTI.DE>tiS TrvC. J8A ~ 001/001 5~7 Z'32 91'TJ P. ~1~1 WAIrMART RFQLrrST »oR ><N;F'oxrsnTrorr WAL,-itT 5UPERCENT~R . y RF1T Tea: ~tECEB~/~® DarE: NDV 0 ~ ZOQ4 TO_ wAL- ART pRo.rF.Cr ~: 46i00?79 F~._ (9la)z6~~913 JQHNS'TpNBUAKHOICEAASSCC1A71;5 FROM: ~~-~ ~~~ ~24~• ,_ ontictll Grae~l CootractoX) r,-e.~,~ o rS~ - s~~clRtcnnoN sEC'rtoc~; Piojrct Suporin~endeet) 7~~ "~.~~ l~S~p DRAWING/nET~tIL:~ ~3~ ~~S ~ ~„~ ab Site PbonC Number) 7 a ~ La71sST MODTFICA7TON No.rDAr;t;; ~D'~~ ld~'?~ _ ob Sift Fax Number) T}+iA request has bees reviewed by the wal-Ma~T 5[ote~, TAC, Cop~msctiaty Manager. ~ YES '+.~ NO INFORMATION xEQUFSTED- '~ ~ ~ lo~l~ - ~ wJl ~ ,an [~ ~~A , n r~.,t ~b.r ~ w k ~ do crU cvF w~ n h G~ ~ v ~~ ' pr1 t Der '~~ ~D ~-c~cs~.M. ' . ~'-$ M~ Reques 9y: Answarad $y: Date: v~-a-~~ 1 ~ 52 ~C.a~r~on~~ t-.~ e.ar~ ~-a ~ tick- ~-I~.e.., ~n 5 ~s-wr, 1 +~ ~ S ~~ ~ ~1n1 ~ Z ~o o ~- ~, 5 ~Q ~. ~A ~1 x ~'- t7 ~,,,r tidrt x 11- pr' s4.~ .N -1 I ~e. ~ d.o,.~-P~ ~., fie. -n~x~ ~s ~.e.~r rev~s+~-r. ~ e~ S~} Architect's respaaso s ncx t cowdrred es a Ctusnge Order nr pgc ecuye, doe oes it s~ oriat ebanges rn t!uCort-anc[ 5un1 or CoAC'ac~ T~cae. 1; MonneeUo, MN _ g6tD0279 l Fnst-itm Fax Note 7871 Ca1e a egps From Td Ce./Depi. Ca Phone a PhCnB M Fax p Fa,c M 11/11/LUU4 1J:41 Y'M y1.7LOLO5IJ nvAt.p (~J»LL r[r4.;tz tin uva...vu Q~,--1i-v4 12.57`P ..7ahnstan F,3urkholder Assoc 816-42~-4381 P. o1 11/I1/Zt)01 09:59 FAX 911282691 BOICE RAIDL RHEA y JBA l®OOI/001 NtlU-ii-214 i~=#4 4115 8L1Il..nERS 1MC. 5~7 ~ 9173 P.QIi/01 RErE+VE~ WAL•NiART ~~~~, i ~ itEQUH9T FOR IIVFVRMATiaN 2004 WAS-MART' 5UPEXtCENTER iar~s Dt1TE: RFC NO: ~„ ~ _ ro; rnorccr r: ~ FAX: (911) 261933 FROM ~ • Ga~pra3 Caalra~teu) ~~ 5P'Z[1FtCA'1'loN 5ZC'TI1~N: latvject t~Qintendr~a,+~7 b - q ,,,~~--.,.r Dsu-wsr~tcm~r~u.; r (7eb 5ia P1sor~ Nt~rrsbrr' Q LATZbT MvD3'~"1CAT[ON NO,/DAT~: a6 SiEe .~ N~ ~ t'k~s requar[ hu 6tod rryicwad by the Wei-MW 5rarer, Ine. Cp~tryctYOn Mrnr~v_ ^ YFS ^ NO NFOitMATiOtrl REQUESTED: °~' o ~ ~ . - _,~ s~'~ Wa~~ W++~ M{ ~ 1-45 ~ ~ ~ ~ l 1 Reaves Y~ -- - - - Ans~txrd 6y: rte; REPLY: 'rG 0~ C'~ [..~ . l,'~A art Vb P~ ~1~ (~ t-P~I.S . ~L 1. ~ t '' of ~ w ~ ~s ~c~ 3 L~• ~~ ~"~G - L WPrL~ t h1 Q titcrr ratpon+e net ba cawoder~d apti~in~e Dr wr~Cb~s Dir~di~'~, uor d~et;~ it eathotixa cben~ ~n post-It+Fax Note 7fi71 Date 11 ~1 tJ v+o:e- Tp ~~ From kV ~b - u i Cn /Dept. Cn. Phone y Phony M Fax x Fpx 11 sae-it• Fasc Not.7871 a.t. (l 1 I (TLI p.o..- m~ L~ WD~pL Ce, xne /Phono I q1 FuM 11,'1g/ZGG4 11 c4 SAX 9'32626913 BAKE RATOL RHEA l9oai~ool Mile/zoo( 7:31 AH ~R0.'1: JtA 8l6(21(3e tllOtOGOb'1J 1 dannee:en Burklla:dar AesoellCr~ 70~ 913-zEd-69;3 ?AGE: tlD2 Qp OD2 DU1L.Ii RAl-1L 1V]/SA y U17f1 l{~UUlI UVAA/ql~~~vr ~vUy AU. JI 1 NC7V-15-~Q04 15=42 l,~]5 9J ILC~RS ING, 5B7 232 9173 P,01~61 WpL-x-'IA.RT Qv~sT ~oA tr~oRMU-r1oH WAX.,-MART SUPERCE1y'i"ER 7 O~RPI h'0:DATE: TO: ~Q.~~$~PROJECT II; 9F1oDt,~79 FAX: (913) X62.6913 FROM. ~v ~ ~ ..:1r~~_~..-,36 4 o Nec t3eaersl Contratmr) in~• a ~5~. _ _sr~ciFrc~+rlox s>c~noN: P ra] ect upet7nte~tdoat) 7~ 9 ~ ~DF~-WWGID~AJi.: ob 5u~ pholt+e Nurslher) l 57 Y.aTSST MDDI7~ICATI0IV NpJflA~= lab Sim Fax umber) 77u9 re~udst has been reviowed by 11fQ Wal-M~t 5't~~. iac. CowrnlctulnMgmp~. ^ YES 0 ND i lNFdAMa7TON REQVES7ED: Vl-~ o spry r~.+ k - ~ ~f sly ~ -, ~+1 I ~ cf t'~- ~;~ s ~ ~v lam ~:f a ~ ~ a r K U ((b ~, Wv4Q.. n ? Rur~lcd 9 ~+~ancwsred 8 y. ~' ' I - I $1 b'~' Q REPLYr _ W~ DI DWLS •~ 1 1. ta.-S-~. C~ ~.t.~R..~ - S 1' '~O~~DG drQ.~ 5 t,t~ ~?l~tR-~cD 1. ~ -~ L~ E d Crn v S r~1 t~~1..ru ~S S ~ D0~ ~~ rn G P t.~~~ H. v ~ zs -~ Y So t ~~ o-~LY ~ ~ ~E CMt1 ~~ ~rn g W1 ~r.1 t COWC Wes. eat ba cans d a! a Chan$~ Drpas M C3re+yt Due~ve, r+or a6 ri nu orrza C6,lrpti PoAI•Ita FqY iJnte 7671 DoN ~ ~Oq+^ To ~~ Q15 ~ Ca/bepl I~Iondeellb, ~T ` 9d1 bD279 Pren,,,y pnan~ e Fare dad 1123/2004 14 a9 FAX 9132626913 BoICE R~IO~ HHt_n ,~ u~~,J~~ NFU-22-•?~04 14: d8 W~IS BLIILDER$ INC. 507 X92 9173 P, 01/01 wAL_rv~ART R.~QUHST FOR 1NFORMA7"IpN ti '~vAL-MART SUPERC~NTEXt DATE: y RFI No: TO; ~WAL-MART PRO,~C"r ~-; Qk14~Z9 .,FAX: (913) 262-6913 FROM: ~~_,,,- ,,..__.-(~ grlciccllo_ \97y General Contractor) ' t SpECi~'ICA7ION S~CTIpN: ~~j 0-_Fmjett Super,ntendenr) c DRAWING/DETAIL; ~ O lob ite pbnne NuRlbsr) ..- .~.°--- 1•AT$S7MODIFICATION NOJ'DATE:Job Site Fax Nurrrbet) This regw.:st has been reviewed by the WaJ-Mart 5torr„9, 1ric. Construction Manager. ~ YE5 ~.1 NO NFORn~SATI4N REQUESTED: y ,, i ~ ~rc 1 D.t.C N ~ ~ q ~ ! aCr y+7 '~' f fir-. 1 f a r C ~e41 r_ a r n e .rr i~ ~. '>~r ~ Requestr;d ~y: REPLY: Answered ay: Date_ r~cA ~o4~k~ r,~~7 u I.: al~+ O I N t! ~ L_ as a w~eria ~r~Ypn$r: 5112I~ rtOt be GContractumqrContractTime,er ~ Change D' f;ve, nor oei it 8Ut Pr'iZ0 changes in Po31-i~ Fax Not@ 7671 Oahe" ~ pegcs ~ CarDepT. ""' iylootiCOllb, 1~!- 96104279 Phone N Phone k Fsr a F®r u •~..~... j1 a FAx 932626913 BOICE RAIOL RHEA m 003/005 ccn ~a - 11/1'1/oa UniSpec I7 SECTION 07210 -BUILDING 1N5ULATION PART 1 •~ GENERAL 1.1 SUMMARY A. Section Includes: 1 1, Batt Insulation_ 2. Baa Insulation 0625Da B, Related Sections: 1. Section 04220 - Cnnerete Masoory Units: Masonry till insulation. 2. Section 07410 -- Metal Roof and Wall Panels: Pnlyiso rigid insulation beneath metal panels at Garden Center. 3. Section 07840 - F'irestopping: $afing insulation used in conjunction with fart stop material. 4. Section 09250 - Gypsum Boazd; Metal farting. 1.2 REFERENCES A. American Saciery for Testing and Materials (ASTM): 1. ASYM E 84 -Test Method for Surface Burning Characteristics of Building Materials. 2_ ASTM C 665 -Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. 1.3 DEFINITIONS A. Concealed Insulation: Insulation concealed within framing system, both faces protected by finish material. 13. L'xposed Insulation; Insulation exposed within franung system, one or both facts unprotected. PART2-PRODUCTS 2,1 MANlJF'ACTUREFLS 2.2 MANTJFACTURi"RS A. Provide product9 from one of the following manufacturers as specified in the Materials paragraph below: 1. CertainTeed Corporation, valley Forge, PA (800) 523-7844. 2. Guardian Fiberglass Incorporated, Albion, MI (800) 748-0035. 3. lohna Manville Insulations, Denver, CO (800) 654-3103. 4. Owens-Coming, 'Toledo, OH ($00) 438-7465_ S. Dow Chemical Company, Midland, MI (800) 232-2436. 6. Tenneco Building Products, 5mytna, GA (800) 2aI-4402. 7. UC Industries Incorporated, Parsipp~y, Nl (800) 82$-7155. 8. Atlas Energy Products, Atlanta, GA (800) 933-1476. 9. Cellotex Corporation, Tampa, FL (813) 873.1700. 10, Firestone Building PrvductS Company, Catxnel, TN (800) 4281442. l 1, NRG Division/Johns Manville, Panlaad, ME (800) 343-1x85. 2.3 MATERIALS A. Batt Insulation: Mnnticcllo, MN - 96100279 0'1210-1 Revised: 11/17/04- G'CD #2 august 11, 2004 FAX 91325269]3 90IGE RAIOL RMEA 004/005 I. Unfaced Glass Fiber: ASTM C 665, Type I, unfaced; flame spread of 25, smoke developed of 50 whentestedinaccordancewithASTMEB4, 2. Faced Glass Tiber: ASTM C 665, Type III, Class A, with reflective covezil~g ant side; flame spread of 25,smoke developed of 50 when tested th accordance with ASTM E 84. B. 13oaxd Insulation: Yp e e followir~: 1) Amoco: Antofoam-CM. z) Dow; Styrofoam 40 High Load. 3) UGI_ Foamular 400. C. Substitutions: Not permitted, 2.4 ACCE35ORIES 1. Extruded Polystyrene:I a. T IV: ASTM CS78 T e IV nsi l.6 c minimum ~ s ed rs. Prate' e o e of thellowin ; 1) Amo~a: Amofoam- .M. 2) Dow: S am SM, A. Tape: Polyethylene or polyesierself-adhering type; two inches wide. B. Adhesive: Waterproof type, acceptable to manufacturer of insulation board. PART 3 - F~CECUTION 3. ] PREPARATION A. Hatt Insulation: 1. verify adjacent materials are dry and ready to receive installation. 2. Verify mecka.ta.ical and electzica] services within walls have been irutalled and tested. 3.2 INSTALLATION -GATT INSULATION A, Install bart insulation in accordance with manufacturer's instructions, without gaps or voids. B. Trim insulation neatly to i-it spaces. Use bans &~ee of damage. Fit ir>sulatioa tight in spaces and tight to exteriorsideofmechanicalandelectricalservireswithintheplaneofinsulation. C. Install insulation with factory applied membrane facing warm side of building spaces. Lap ends and side flangesofmemhxane. Attach insulation itt place to framing; tape seal butt ends and lapped side flanges. Tape seal tears orcutsinmembrane. 3.3 INSTAL A7'ION -BOARD TIO AT F ATION P ErER A. I tall board insulatio 11 hei lot of to ti n wall from to footin to to of sl Reference dra ' 3. 1 adhesive in three c ntinuous beads to and insulation. C. tall boards on foundation wall or ode am enmeter, Place boar s b meth maximize contact beddin .Sta er 'oin Bu ed rs nd ends ht to ad'a ant boar an to ro 'oons, D. Exte ands over ex aasio antrol 'aims u nde to fo da~gg_]w~ i~nc~es both, side ,of 'aint Bn k llcarcfull [o rev t e to ~ ul3tion Ards. ~ ~"""-C t 07210-2 Monticello, Mtn - 96100279 Revised: 11/17/04 w CCD #Z August 1 t, 20CW 4 FAX 9132626913 BCTCE RATOL RWEA ~ ooY/005 3.4 INSTALLATION ~ BO,~.ILD INSULATION BENEATH FREEZER A, Coordinate with concrete Sections 033]2 and 03310 for timely placement of insulation board. B. Install rwo layers of insulation board in areas beneath freezers. Refer to Drawings fax locations and details. 3.5 1N5TAI,I-ATION - INSULATION AT FURRED-OUT MASONRY WALLS A. Apply insulation to interior of rxterior CMU wall between fumng strips where fluxing is indicated nu the draw- ings_ 3.6 SCI~DULES 1 A. Provide insulation types as scheduled below and as indicated on Drawings, s';~~"A "~,''1~`r w ~.'G l~ ' ' ~ ,,T~',r Jri. ~'~!-~,S~Wa~.l'~~~~ I`r•,.~~.N a~,l~'Y~: ~~;.~ti~,y~y~°~~ .55~:': ~,w~.~i"~. ~f?.:~'~~iH±'~uifl.' i ~, Exterior Wall, Soffits, ~Faced T3att Insulation 3-]/2 inches (R=11) ar b inches (R=19) Ceilin as sho ~ or as rc nixed Yo fill caul Interior 1?artitioas &Unfaced Batt Ibsulat7on 3-1/2 inches or 6 inches as Shown. Acoustical I-tsulation Fo lotion Pe 'rnetcr Lx ed Pol s ne T e IV 1_,;,,0 inches (R-5.41 Insulsrio Freezer Slab Iiuulativn Extruded Pnl s cne,'T e VI 6.0 inches END OF S Monticello, MN - 96100279 o7z to-~ Revised; 11/17/04 - CCD #2 August 11, 2004 12/02/2004 14:99 FAX 9132fi26913 HOICE RAIDL RHEA 0 001/001 utc:-e~--1®H4 14 ~ 22 JDHNSTDN BURKHaLDER ASSC7C P .01101 ND-j-~~4 1St 3+B l~iS HUILI~RS 1NC, 58'7 2J~ 91'T3 P.02i03 wAL-N~ART r. 1~pv»sr Cott rx~owrurtarv 1aVAL-1'dlART St1PER~EN`CER bA'~E: laFr rro: 7D: RI pAo,ner~r: ~c1oo~ FROM: ~ emet,l Coevarn-r) 'c Po r « SP><ClF'iCATiON S>CCTIQIV: ,~ ~!o . ~...~P+~o ~ Supt~rintntda~t) D~uw~llvamEratl,:oh 9~tc oqe u Job at Lr~c Ntaebcr~-".°."~_-`. LA7>it~ f1d01~iFSCAT~OiN N~JDAT1e: r TRis rcquut boa 6eea reu(twsd Lry the WsMMart ~laes, Loc. Gb~ttntodon Ma~sa~r, ^ YFS ^ NO ll~~FOL~M~7'lpN R~pLTEST~D: bt,r vn al , - l.~l...a .~ ~ ti r ucse~rd y; AEpLY: ,~~,'~' c 'uee r reapotur ~ n A ona~et vt:, at 7 4nrwrrrd Bye sfe: eri"t"t"i ar ~1 ~a 15 . _l.~c.~.rcrr.,~. .4~ ~ r-•r `tom ~~.s 4!~ yP~` t~ W as • 2~3 w r -,.... ~.~ tlorlla, Ft~ _ 96100179 O] 81 X132626913 BOICE RAIAL RHEA l¢~ 001/003 Z004 1:34 PM FA011: B164Z143B1 1ohn~tgq Burkholder Aaaaciatea 70: 91y-26~2~6913 FAGS: 002 OFD UU I /UU[x:43 FA?( yl'd'Lb'tbyl~ tiulUt nK1u~ HH~A 5a~ X92 91~ p.ei~~2 u~23-ease ~~'~s wEis au~~n~ ii~c. WAL-MAR'T REQiJYS'r FOR INFORMATION WAL-j`-'xART SLTFERCEIV~T'E~ nAr~: x~t xo: TO: ~~d~ W~L•MAR~pA~,YECT ~i: 9rS1~0I79 . F/lX: {91])263-b91] ROM~ W6 '~ nti Gener.l Cea~actor) 5pEC1FICATIOH SEGTION- n~- oi~o*- v+nAawiNG~~Tau.~ ~., Job 5ir~ r one ur<na~r) 9~LATEST MOD(FtGATIONNO.fbATEc Io art: Fax Num YE9 ^ T1o This regtrrrst bas bean rav~ewad by the Wal•NSart StDrkN~ Ioa. Co~rtuerlen Mans~vr. 1PIFOtZ~KA?IpjrTRL~QUESTED:H S~ k~ 3 ~T t S~ Mr w rw~~.T ~ n bsr ~M~l. ~f rfo ~ h~~L ~1~ w a~~ rf ire ' fi+ of f~+td erMs~r~ [SPA R 1.1'" J Rcqurseed By:Ags~6st y. D :: REPLY; ~1•A-~~ ~ ~6~ 1~r5 l.as~ 0 B CerJ~C. F F" ~ D s ~ 0'E~v i u X15 v 55 !~ 6 L.~ 1.~'~.1 i. l'' C1, ~ tiE~r d\!d ucl s rupnnse shy trot bE GnnSIdGfGd t3 a GhaTS! Q! d7 Cons^e~ Sti1}p a- Centra4:~ T a, r^ o~a~ Mon~ieolln, MN .96100779 Post-It® Fax Note 7671 oace~pegos ~ From To Ga. eoroe~+. Phone ~ Phone N TeX M Faz a 12/02/2004 14:57 FAX 9132628913 BOICE RAIDL RHEA ~ aa1/ao~ bFC-m2-2904 14:23 JN~N5T0N BLIRKW©LAER A5SC7C P. 01/01 W4~~ ~.ti ~.....yN ~r ~/ Way-MART Qu$sY Boa rNxo~ttHwzioN WAL-1WtART 51JPE1~CE1~ITER DATE; ..._ ~ it~'I N0: TO: PIto~EGC art ~,1.~P7~.--~ FAX: (91]) ~6a-dq 13 J FROM: ~ w~++~ ~ Cieaer+l~ CeetraeaDr) o1~v~ 5PEGIPICA'j10N 5~C'nONt sup ~ ~) . 3DRAW3NC/AE7w1L; o ilt n0 urp r) a- Y,A'CE51T MODiF]CATYON NOJAAT~: G Lp d pod ro Nx N+r~ r~ his rOqurat lssa biea reviewed by tha Wal-Mart st~rp, hpe. Coa+ttvetion Msow~d. ~ Yee ~ NO A~tsrltC 8y: DatO; REPX.~: T t. ~ uK a~ti.. ~ ~ -t t'ryoKC.a '1r~or ~c+~ LA.rl~~.wl ~W~rt ~~. tcavo., .~e.++-Mi L~..-r1~t, Ya.4l,. 2~+•~~ N~ a~exx ~•~ risponlt~ sluff not 6~ obr-~idcsd ss r Chaay^ Dater er Cb~~fre ^irtCtlve, nor dou it Illtharrla ehwLsl Moeee's})o, MN . Db10D779 Past Floc Kota 7871 p~°s- From CaJDpL Co. Fax x FaM Y 01 m TOTAL P, 01 01/03/05 17:32 FAX 9132629044 Boice Raidl Rhea ar~~ ianuary 3, 2005 Mr. Fred Patch City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 763-271-3214 RE: Wal-Marc Supercenter # 3624 ear Mr. Patch, 002 This letter is being sent to you as a follow up to the CUP that was approved on 6/28/04. It is my understanding that Wal-Mart was approved on all seven of our conditional use permits, which included the signage package. We do not wish to apply for a sign permit at this time. Instead, we prefer to ensure that the sign contractor will be approved at the time the application is submitted. We ask that you sign and date below indicating that you are in receipt of this letter and that the signage package is approved by the City of Monticello as part of the Conditional Use Permit. Accepted: Name Z I~, lei please call me if you have any~questions or comments. Thank you. Sincerely, M ney~~ Frye" signage Coordinator 913) 236-3462 E-mail: mfrye~BRRARCH.com BOICE-RAIDL-RHEA Architects, Inc. CC: File - 96100279 6700 Antioch Plaza, Suite 300 • Merriam, Kansas 682Q4 TEL 913-262.-8085 FAX 913-282-9044 EMAIL infoQbxraxch.com WEB www.bxrarch.coxxt Member of American Institute of Architects a arch#~cts w 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Over 40 Years Of Building Rewarding Relationships" December 15, 2004 City of Monticello Attn: Fred Patch 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Wal-Mart Supercenter #3624, City of Monticello Dear Mr. Patch: Enclosed you will find information pertaining to a recent change requested by Wal-Mart for store # 3624 in Monticello, MN. The change has been labeled "Construction Change Directive #4" (CC© #4), and consists of the following items: Revise A7 to show quarry the BRR Revise A1.1 per code comment More specifically, the following items are being submitted to assist you in reviewing the proposed changes 1) 2 copies/originals of the sheets revised as a result of this CCD (with changes highlighted); 2) A detailed Narrative describing the changes sheet-by-sheet; At this time I am requesting department review the changes submitted for compliance with your local code(s). In order to minimize possible disruption to the construction schedule, your prompt review of this material will be appreciated. If there is anything we have failed to provide in order for you to complete your review, please contact me immediately at (913) 236-3427. I will arrange for you to receive any further information you may require. Sincerely, f ..~ I~~~~~~J~ Dan Von Seggern Permit Expeditor BRR Architects 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Direct Phone: (913) 236-3427 Email: dvonse ern brrarch.com WAL-MART STORES, INC. STORE NO. 3624 DATE: 11/17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 4. Replace door 500M, overhead door in Garden Center, with door 500N, automatic slider (CI 5536). 5. Add doors 101 C, 101 D, 115C, and 115D (MC 9007). 6. Add beverage alcove at Courtesy Desk (CI 5499). 7. Revise locations of the hiring kiosk and carpet cleaner rack display (CI 5499). 8. Relocate wall between Corridor 110 and front toilets (CI 5537). 9. Revise Deli and Bakery departments. Reference Grocery sheets for details (CI's 5415, 5494, 5544, 5656). 10. Chamfer corner of Hallway 613 in the Auto Center (CI 5613). SHEET A1.1 -FLOOR FINISH PLAN DETAIL 1 -FLOOR FINISH PLAN 1. Replace door 500M, overhead door in Garden Center, with door 500N, automatic slider (CI 5536). 2, Add breakaway doors at both vestibule locations (MC 9007). 3. Add beverage alcove at Courtesy Desk (CI 5499). 4. Revise section tags at all VCT-to-concrete transitions from 7-A1.1 to 6-A1.1 (CI 5534). 5. Extend ceramic the CT16 into Alcove 164, located near the rear restrooms (CI 5533). 6. Extend exposed concrete (EC) across Dairy cases as well as into Alcove 164 (CI 5533). 7. Chamfer corner of Hallway 613 in the Auto Center (CI 5613). DETAIL 5 -FLOOR COVERING Add aluminum transition and fastener locations (CI 5534). DETAIL 6 -TRANSITION STRIP AT PVC FLOORING Change transition strip at PVC-to-concrete transition from aluminum Schluter to aluminum National Guard, mechanically fastened strip (CI 5534). DETAIL 7 -TRANSITION STRIP Revise to "Not Used" (CI 5534). SHEET A2 -EXTERIOR ELEVATIONS DETAIL 1 -FRONT ELEVATION 1. Add breakaway doors and storefront at both vestibule locations (MC 9007). 2. Replace door 500M, overhead door in Garden Center, with door 500N, automatic slider (CI 5536). SWEET A2.3 -ENLARGED EXTERIOR ELEVATIONS DETAIL 1 - GM VESTIBULE ELEVATION Add breakaway doors and storefront at entry (MC 9007). DETAIL 2 - GR VESTIBULE ELEVATION Add breakaway doors and storefront at entry (MC 9007). SHEET A3 -EXTERIOR WALL SECTION DETAIL 1 -WALL SECTION Add note for foundation insulation ref. Specs. DETAIL 2--WALL SECTION Add note for foundation insulation ref. Specs. DETAIL 3 -WALL SECTION Add note for foundation insulation ref. Specs. DETAIL 4 -WALL SECTION Add note for foundation insulation ref. Specs. DETAIL 5 -WALL SECTION Page 3 of 18 WAL-MART STORES, INC. STORE NO. 3624 PROJECT: MONTICELLO, MN PROJECT NO. 96100279 Add note for foundation insulation ref. Specs. DETAIL 2 -CART STORAGE WALL SECTION Add note for foundation insulation ref. Specs. DETAIL 3 -WALL SECTION Add note for foundation insulation ref. Specs. DETAIL 3A -WALL SECTION Add note for foundation insulation ref. Specs. DATE: 11 / 17104 CONSTRUCTION CHANGE DIRECTIVE #2 SHEET A4 -ROOF PLAN DETAIL 1 -ROOF PLAN 1. Relocate RTU2 and exhaust hood fans 1 and 2 (CI 5415). 2. Add shade cloth (CI 5639). 3. Reduce translucent panel sizes within the Garden Center (CI 5639). 4. Relocate exhaust fan 12, located above the Auto Center Storage room (CI 5613). SHEET A5-VESTIBULE DETAIL 1 -VESTIBULE FLOOR PLAN 1. Add doors 101 C, 101 D, 115C, and 115D (MC 9007). 2. Add air curtains at four doors and at Cart Storage (MC 9007). 3. Add beverage alcove at Courtesy Desk (CI 5499). 4. Revise locations of the hiring kiosk and carpet cleaner rack display (CI 5499). 5. Relocate wall between Corridor 110 and front toilets. Revise dimensions (CI 5537). DETAIL 2 -VESTIBULE ELEVATION 1. Add beverage alcove at Courtesy Desk (CI 5499). 2. Revise drinking fountains and door 110G to match floor plan changes (CI 5537). SHEET A5.1-ENLARGED PLANS DETAIL 1 -ENLARGED PLANS 1. Add beverage alcove at Courtesy Desk and associated notes, dimensions, and equipment tags CI 5499). 2. Revise locations of the hiring kiosk and carpet cleaner rack display (CI 5499). 3. Relocate wall between Corridor 110 and front toilets. Revise dimensions (CI 5537). DETAIL 3 -COURTESY DESK ELEVATION Add beverage alcove (CI 5499). DETAIL 6 -COURTESY DESK ELEVATION Add beverage alcove (CI 5499). BEVERAGE EQUIPMENT LEGEND Add legend (CI 5499). SHEET A5.3 -ENLARGED GM VESTIBULE DETAIL 1 - GM VESTIBULE PLAN 1. Add breakaway doors at entry (MC 9007). 2. Add storefront type 'CC' (MC 9007). 3. Add air curtain units at entry and at Cart Storage (MC 9007). DETAIL 2 - GM VESTIBULE SECTION 1. Add breakaway doors (MC 9007). 2. Add air curtain unit (MC 9007). Page 5 of 18 WAL-MART STORES, INC. STORE NO. 3624 DATE: 11/17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 4. Revise door 6128 from door type 'L' to door type 'K'. 5. Add door 906A to schedule (CI 5494). SWEET AC1 -AUTO CENTER DETAIL 1 -AUTO CENTER FLOOR PLAN Chamfer corner of Hallway 613 (CI 5613). SHEET AC2 -AUTO CENTER EQUIPMENT DETAIL 1 -~ EQUIPMENT PLAN Chamfer corner of Hallway 613 (CI 5613). SHEET GC1 -GARDEN CENTER FLOOR AND ROOF PLAN DETAIL 1 -GARDEN CENTER ROOF PLAN Reduce translucent roof panel area. Revise dimensions (CI 5639). DETAIL 2 -GARDEN CENTER FLOOR PLAN 1. Add shadecloth truss to Outside Live Goods area (CI 5639). 2. Re-space fence posts, gate, and egress doors. Revise dimensions (CI 5639). 3. Remove trench drain and associated dimensions. Relocate valley and ridge lines in floor (CI 5639). 4. Replace door 500M, overhead door, with door 500N, automatic slider (CI 5536). 5. Delete reference bubble 3-GC4.1 (CI 5536). 6. Add stainless steel bollards and keynote 5.18 at door 500N (CI 5536). 7. Remove section cut referring to 4-GC3.1 (CI 5536). 8. Revise existing section cut through the existing automatic slider, door 500L, to "1-GC3.2 Typ" CI 5536). DETAIL 3 -GARDEN CENTER SHADE CLOTH ROOF PLAN Add new detail (CI 5639). SHEET GC2 -GARDEN CENTER ELEVATIONS DETAIL 5 -GARDEN CENTER FRONT ELEVATION 1. Replace door 500M, overhead door, with door 500N, automatic slider (CI 5536). 2. Replace keynote reference 8.01 with reference 8.09 (CI 5536). 3. Remove section cut referring to 4-GC3.1 (CI 5536). 4. Revise existing section cut through the existing automatic slider, door 500L, to "1-GC3.2 Typ" CI 5536). SWEET GC2.1 -GARDEN CENTER ELEVATIONS DETAIL 6 -FENCE ELEVATION Re-space fence posts, gate, and egress doors (CI 5639). DETAIL 7 -FENCE ELEVATION Re-space fence posts, gate, and egress doors (CI 5639). DETAIL 10 -GARDEN CENTER INTERIOR ELEVATION 1. Replace door 500M, overhead door, with door 500N, automatic slider (CI 5536). 2. Replace keynote reference 8.01 with reference 8.09 (CI 5536). SHEET GC2.2 -GARDEN CENTER FENCE DETAILS DETAIL 9 --SHADE CLOTH SECTION Add new detail (CI 5639). DETAIL 10 -SIDE TRUSS SECTION Add new detail (CI 5639). Page 8 of 18 WAL-MART STORES, INC. STORE NO. 3624 PROJECT: MONTICELLO, MN PROJECT NO. 96100279 SHEET GC3.1 -GARDEN CENTER SECTIONS DETAIL 4 -WALL SECTION Revise to "Not Used" (CI 5536). SHEET GC4,1 -GARDEN CENTER DETAILS DETAIL 3 - EAS DETAIL Revise to "Not Used" (CI 5536). DETAIL 4 -JAMB Replace overhead door with automatic slider (CI 5536). DETAIL 5 -JAMB Revise to "Not Used" (CI 5536). DETAIL 6 -HEAD Revise to "Not Used" (CI 5536). GROCERY ARCHITECTURAL DATE 11/17/04 CONSTRUCTION CHANGE DIRECTIVE #2 SHEET GA1 -FRONT GROCERY FLOOR PLAN DETAIL 1 -ENLARGED FRONT GROCERY FLOOR PLAN 1. Revise size of room 904 Deli Cooler and rename to Poultry Cooler. (5a~5>2. Revise opening to room 903: Deli Utility. (5a~5) 3. Revise layout of rooms 901: Service Deli and 902: Deli Prep and revise dimensions, notes, andcalloutsaccordingly. (5a~s) 4. Revise locations of refrigeration pits and tunnels in room 901: Service Deli and 902: Deli Prep. (5a~5>5. Replace Concrete refrigeration pits with fiberglass pits. (5aso)6. Update pit dimensions. (5aso) 7. Revise tunnel elevation. (5aso> 8. Revise keynote 3.12 to 6.04 (5aso) 9. Add Door 906A at opening between Bakery and Deli. (5asa)10. Revise hot case from pedestal to standard base.(Ci 5656> 11. Remove reference to 3-GA1. (ci 5s5s) 12. Revise length of half wall (ci 5s5s) 13. Revise dimensions accordingly. (ci 5s5s) 14. Remove Slot drain behind hot case. (ci 5s5s) DETAIL 3 -ENLARGED HOT DELI CASE PLAN 1. Remove detail and mark "NOT USED". (CI 5656) DETAIL 4 -ENLARGED DELI TUNNEL 1. Revise dimension at refrigeration pit from 4'-11" to 3'-11". (5415>2. Revise dimension at refrigeration pit from 4'-10 %" to 3'-10 %". (5415)3. Replace Concrete refrigeration pits with fiberglass pits. (5aso)4. Update pit dimensions. (5aso) 5. Revise tunnel elevation. (5aso> 6. Revise keynote 3.12 to 6.04 (5aso) KEYNOTES 1. Delete keynote 3.12 and 9.16 and mark "NOT USED". (5aso> 2. Add keynote 6.04. (5a6o) SHEET GA1.1 -REAR GROCERY FLOOR PLAN DETAIL 1 -ENLARGED REAR GROCERY FLOOR PLAN 1. Replace Concrete refrigeration pits with fiberglass pits. (5a6o) Page 9 of 18 WAL-MART STORES, INC. STORE NO. 3624 DATE: 11/17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 2. Update pit dimensions. (5aso> 3. Revise tunnel elevation. (5aso> 4. Revise keynote 3.12 to 6.04 (5aso) DETAIL 2 -ENLARGED SEAFOOD DEPT PLAN 1. Replace Concrete refrigeration pits with fiberglass pits. (5aso) 2. Update pit dimensions. (5aso) 3. Revise tunnel elevation, (5aso> 4. Revise keynote 3.12 to 6.04 (5aso> KEYNOTES 1. Delete keynote 3.12 and mark "NOT USED". (5aso) 2. Add keynote 6.04. (5aso) SWEET GA2 -FRONT GROCERY FIXTURE PLAN DETAIL 1 -ENLARGED FRONT GROCERY FLOOR PLAN 1. Revise size of Deli Cooler and rename to Poultry Cooler. (5a~5> 2. Revise opening to Deli Utility. (5ai5) 3. Revise layout of Service Deli and Deli Prep and revise dimensions, notes, and callouts accordingly. 5415) 4. Add (1) D01: Deli Hand Sink near Deli Utility. (5a~5> 5. Remove (1) D07A: Mobile Stand for Slicer. (5a~5> 6. Remove (1) D08: SS Table from Service Deli. (5a~5> 7. Add (2) D13: Worktop Refrigerator. (5a~5) 8. Add (1) D14: S5 Table to Deli Prep. (5at5) 9. Add (1) D20: Drip Table to Deli Utility/Deli Prep. (5a~5> 10. Add Door between R10 Med Temp Cake Case and Rs0 Service Deli Case. (5asa) 11. Remove (1) B18: Power Wash Sink from plan and replace with (1) 602: 3-Compartment Sink and (1) B05: Pan Washer to plan. (55x4) 12. Revise hot case from pedestal to standard base. (ci 5s5s> 13. Revise dimensions accordingly. (ci 5s5s> SERVICE DELI EQUIPMENT LEGEND 1. Revise qty of D01: Deli Hand Sink from (3) to (4). (5a~5) 2. Revise qty of D04: Scale/Labeler from (5) to (6). (5a~ 5> 3. Revise qty of D06: 72" x 30" SS Table from (5) to (4). (5ai5> 4. Revise qty of D07A: Mobile Stand for Slicer from (4) to (3). (5a~5) 5. Remove D08 and mark "NOT USED". (5a~5> 6. Revise qty of D09: Deli Shelving Units from (3) to (4). (5at5) 7. Add (2) D13: Worktop Refrigerator by True, model TWT-72. (5a~5> 8. Add (1) D14: 48"x24" SS Table. (5a~5) 9. Add (1) D20: Drip Table. (5a~5> BAKERY EQUIPMENT LEGEND 1. Add (1) 602: 3-Compartment Sink to schedule. (55aa) 2. Add (1) B05: Pan Washer w/ Drain Water Tempering System by LVO, model FL14 to schedule. (55aa) 3. Revise qty of B09 from (2) to (1). (55aa) 4. Remove (1) 818: Power Wash Sink and mark "NOT USED". (5544) SHEET GA3 -GROCERY INTERIOR ELEVATIONS DETAIL 1 -GROCERY WALL FINISH PLAN AT DELI/BAKERY 1. Revise notes and callouts to coordinate with new layout of Service Deli, Deli Prep, Deli Utility Equipment Room and Poultry Cooler. (5ai5> 2. Revise length of wall to match plan. (ci 5s5s) Page 10 of 18 WAL-MART STORES, INC. STORE NO. 3624 DATE: 11/17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 DETAIL 2 -DELI 51DE WALL ELEVATION 1. Revise elevation to coordinate with new Deli Layouts. (5415) 2. Revise length of wall to match plan. (ci 5s5s) 3. Remove cases for clarity. DETAIL 3 -FRONT WALL INTERIOR ELEVATION 1. Revise elevation to coordinate with new Deli Layouts. (5415) DETAIL 3A -- FRONT BAKERY/DELI INTERIOR ELEVATION 1. Revise elevation to coordinate with new Deli Layouts. DETAIL 36 -ENLARGED ROTISSERIE ELEVATION 1. Revise elevation to coordinate with new Deli Layouts. (5415) 2. Revise Detail name from ENLARGED FRYER/ROTISSERIE ELEVATION to ENLARGED ROTISSERIE ELEVATION. (5415) DETAIL 4 -SIDE WALL INTERIOR ELEVATION 1. Revise elevation to reflect the addition of accordion doors at Corridor 918. DETAIL 10 -- BACKSPLASH AT DELI EXHAUST HOODS 1. Revise elevation to coordinate with new Deli Layouts. (5415> SHEET GA4 -GROCERY WALL SECTIONS DETAIL 3 -SECTION AT BAKERY CASES 1. Add Quarry Tile to detail DETAIL 6 -SECTION AT ROTISSERIES 1. Revise Hood size and Rotisserie location. (5415> SHEET GA5 -GROCERY DETAILS DETAIL 3 -REFRIGERATION PIT 1. Replace concrete pit detail with fiberglass pit detail (54so> DETAIL 14 -CASE TRIM DETAIL AT SERVICE CASE 1. Add Quarry Tile to detail. DETAIL 18 -SECTION AT HOT DELI CASE 1. Remove detail and mark "NOT USED", (ci 5s5s) STRUCTURAL SHEET S1 -FOUNDATION PLAN DETAIL 1 -FOUNDATION PLAN 1. Remove slot drain at deli. SHEET 51.1 -SLAB PLAN DETAIL 1 -SLAB PLAN 1. Revise slab construction joint layout in grocery and layaway areas. 2. Remove slot drain at deli. SHEET S2.1 _ FOUNDATION DETAILS DETAIL 14 -NOT USED 1. Remove slot drain catch basin detail. DETAIL 15 -REFRIGERATION PIT Page 11 of 18 WAL-MART STORES, INC. STORE NO. 3624 PROJECT: MONTICELLO, MN PROJECT NO. 96100279 1. Add keynote 13.925. MECHANICAL DATE: 11/17/04 CONSTRUCTION CHANGE DIRECTIVE #2 SHEET P1 -PLUMBING PLAN DETAIL 1 -PLUMBING PLAN 1. Revise water piping in garden center. 2. Remove FPWH's in garden center shade cloth area. 3. Add H62's in garden center shade cloth area. 4. Revise sprinkler heads and piping in garden center shade cloth area. 5. Remove FD6 trench drain in garden center. 6. Revise gas meter load. 7. Revise load at gas meter to 15,105 CFH SHEET P2 -ENLARGED PLUMBING PLANS AND RISERS DETAIL 1 -VESTIBULE PLUMBING PLAN 1. Add water piping to beverage alcove. 2. Add FD8 to beverage alcove. DETAIL 2 -VESTIBULE DWV RISER 1. Revise riser to match plans. DETAIL 3 -VESTIBULE WATER RISER 1. Revise riser to match plans. SWEET P4 -PLUMBING SCHEDULES AND DETAILS SNACK BAR/ALCOVE PLUMBING EQUIPMENT SCHEDULE 1. Add Alcove fixtures to schedule. FLOOR/ROOF DRAIN SCHEDULE 1. Remove SD1 from schedule. SHEET M1 -HVAC PLAN DETAIL 1 -HVAC PLAN 1. Revise fan and ancillary heat layout in the Garden Center. 2. Relocate RTU 2. DETAIL 2 -PADDLE FAN 1. Remove paddle fan detail. KEYNOTES 1. Add keynote 15.707. SHEET M2 -ENLARGED HVAC PLANS DETAIL 1 -FRONT TENANT HVAC PLAN 1. Remove UH 18. 2. Add UH20-UH22. 3. Add AC9, AC10, AC13, and AC14. DETAIL 2 -FRONT OFFICE HVAC PLAN 1. Remove UH17. 2. Add UH23-UH25. 3. Add AC7, AC8, AC11, and AC12. DETAIL 5 --CEILING UNIT HEATER CONTROL 1. Remove detail. Page 13 of 18 WAL-MART STORES, INC. STORE NO. 3624 DATE: 11/17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 SHEET M3 -MECHANICAL SCHEDULES AND DETAILS GAS UNIT HEATER SCHEDULE 1. Add unit heaters UH2O-UH25 to schedule. AIR CURTIAN SCHEDULE 1. Add AC7-AC14 to schedule. ELECTRIC UNIT HEATER SCHEDULE 1. Remove UH17-UH18 from schedule. FAN SCHEDULE 1. Remove PF from schedule. 2. Add GCF1-3 to schedule. 3. Add note K. SHEET MP1 -MECHANICAL ROOF PLAN AND DETAIL DETAIL 1 -ROOF PLAN 1. Add Vent through roof for Pan Washer 2. Add gas lines for unit heaters in vestibule. 3. Add flue caps for unit heaters in vestibule. 4. Revise flue locations for heaters in Garden Center. 5. Revise GEF1-GEF5 locations. 6. Revise pipe sizes. 7. Relocate exhaust fan EF12. DETAIL 3 -- ROOF TOP BLOCKING 1, Revise detail. SHEET MP2 -AUTO CENTER PLANS AND DETAIL DETAIL 1 -AUTO CENTER HVAC PLAN 1. Relocate exhaust fan EF12. SHEET GP1 -FRONT GROCERY DWV PLAN DETAIL 1 -FRONT GROCERY DWV PLAN 1. Remove drain SD1. 2. Revis sanitary piping for fixture location changes in Deli area. 3. Remove plumbing far sink B18. 4. Add plumbing for sink B02. 5. Add FD2 for B05 pan washer. DETAIL 2 -BAKERY WARE WASHING SINK 1. Remove detail. KEYNOTES 1. Remove Keynote 15.117. SHEET GP3 -GROCERY DWV RISER DETAIL 1 -GROCERY DWV RISER. 1. Revise riser to match plan. SHEET GP4 -FRONT GROCERY WATER PLAN AND SCHEDULES DETAIL 1 -FRONT GROCERY WATER PLAN 1. Revise water piping far relocated fixtures in Deli area. Page 14 of 18 WAL-MART STORES, INC. STORE NO. 3F24 DATE: 11/17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 2. Revise water piping for the removal on sink 618 and the Addition of B02. 3. Add B05 to plan. GROCERY PLUMBING EQUIPMENT SCHEDULE 1. Remove Sink B18. 2. Add sink B02. 3. Add B05 pan washer. 4. Add note O to hand sinks. SHEET GPB -GROCERY WATER RISER AND DETAILS DETAIL 1 -GROCERY WATER RISER 1. Revise riser to match plans. SHEET GM1 -FRONT GROCERY HVAC PLAN AND DETAILS DETAIL 1 -FRONT GROCERY HVAC PLAN 1. Revise EH1 and EH2 for changes in Deli area. 2. Revise Diffuser layout in Deli area. EXHAUST HOOD SYSTEM SCHEDULE - CAPTIVEAIRE 1. Revise EH2. REFRIGERATION SHEET R1 -FRONT REFRIG PLAN DETAIL 1 -FRONT REFRIGERATION PLAN 1. Revise C7 model number to be WKE100B. SHEET R3 -REFRIG SCHEDULES RACK A SCHEDULES 1. Revise rack A condenser model number to be BRH-080. RACK B SCHEDULES 1. Revise rack B condenser model number to be BRH-098. SHEET R4 -REFRIG SCHEDULES RACK C SCHEDULES 1. Revise C7 model number to be WKE10013. ELECTRICAL SHEET E1 -LIGHTING PLAN DETAIL 1 -LIGHTING PLAN 1. Add (12) type 3 light fixtures and delete (3) type 5W light fixtures in Outside Live Goods area and revise related circuitry. 2. Delete grocery case uplights and related circuitry. Fixture types 40 and 44. 3. Provide additional type 19 emergency light and related circuitry at Tire Sales 4. Relocate (2) exit signs in G.C. Outside Live Goods area. 5. Relocate G.C. lights per latest Radiant Heat updates. DETAIL 2 -SHADE CLOTH LIGHTING 1. Add new detail. SHEET E1.2 -LIGHTING DETAILS AND SITE LIGHTING DETAIL 1 -SITE LIGHTING PLAN Page 15 of 18 WAL-MART STORES, INC. STORE NO. 3624 DATE: 11!17/04 PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #2 PROJECT NO. 96100279 SHEET E5 -AUTO ELECTRICAL PLANS AND SCHEDULE DETAIL 2 -AUTO CENTER POWER PLAN 1. Provide devices and related circuitry for Booster Pump, 2. Revise devices and related circuitry in TLE Storage area per latest updates. PANELBOARD H36 1. Circuits #13- Provide 20A-3P circuit breaker for "Booster Pump". SHEET REM1 -REFRIG ENERGY MANAGEMENT PLAN DETAIL 1 -REFRIGERATION ENERGY MANAGEMENT PLAN 1. Relocate C-7 sensor and coil per new Poultry Cooler, SHEET RE1 -REFRIG ELECTRICAL PLAN DETAIL 1 -FRONT REFRIGERATION ELECTRICAL PLAN 1. Revise C-7 wiring devices and circuitry for new Poultry Cooler. WALK-IN UNIT COOLER FEEDER SCHEDULE 1. Note #11 -Revise requirements. SHEET RE1.1 -REFRIG ELECTRICAL PLAN PANELBOARD CH2F 1. Circuit #13 -Revise description to "Spare". WALK-IN UNIT COOLER FEEDER SCHEDULE 1, Note #11 -Revise requirements. SHEET GE1 -ENLARGED GROCERY LIGHTING PLAN DETAIL 1 -FRONT GROCERY LIGHITNG PLAN 1. Revise layout of Deli and Poultry cooler lighting. Delete (1) type 10 light fixture. Relocate lightswitches. SHEET GE2 -ENLARGED GROCERY POWER PLANS AND SCHEDULES DETAIL 1 -FRONT GROCERY POWER PLAN 1. Revise layout of Deli wiring devices and data boxes. Provide devices and circuitry for new D13 and additional D04A and D07. 2. Delete devices and circuitry for B18 Power Washer. 3. Provide devices and circuitry for B05 Pan Washer. DETAIL 2 -REAR GROCERY POWER PLAN 1. Revise circuit to compactor. GROCERY EQUIPMENT SCHEDULE 1. B05 -Add to schedule 2. B18 -Revise to Not Used. 3. B36 -Revise Proof Box per latest update. 4. D13 -Add to schedule. B65 -Revise Hot Food Serv Case per latest update End of Construction Change Directive BY: Chris M. Rhea, AIA (CMR) Page 18 of 18 08:35 Wal-Mart Gonsulurlq 362a Monticello, MN October 26, 2004 Paga 2 of 5 12484761597 R MOTE NN CIATOR S OCA N TVA FIRE & LIFE PAGE 63f 66 Remote annunciators will be located in the front vEStibule and constantly attended location (Courtesy Desk). The remote annunciators have an alpha-numeric readout giving information including: English language description of the active device and its location. Address number of the active device PU ST ON CAT NS A pull station will be located at the constantly attended location (Customer Desk). DUCT DETECTORS Duct detectors will be provided on the return side of all HVAC units exceeding 2000 CFM. Duct detectors will initiate a supervisory condition. Fans will be shut down by the individual duct detector. SMOKE AND/OR HEAT ET TO Addressable smoke detectors will be installed in the following locations: AREA DEVICE Fire alarm control panel smoke detector WATERFLOW All watertlow devices will be connected to the fire alarm system and will initiate an alarm condition upon activation. TAMER ~WITC~HE5 All supervisory tamper devices will be connected to the fre alarm system and will initiate a supervisory condition. l r~s~ 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Over 40 Years Of Building Rewarding Relationships" December 20, 2004 City of Monticello Attn: Fred Patch 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Wal-Mart Supercenter #3624, City of Monticello Dear Mr. Patch: Enclosed you will find information pertaining to a recent change requested by Wal-Mart for store # 3624 inMonticello, MN. The change has been labeled "Construction Change Directive #5" (CCD #5), and consists of thefollowingitems: Replace the pad and swing arm vehicle lifts in the Tire ~ l_ube Express with new 10,000 Ib. padlifts. (C./. #5731) CI 5796: Update 00800, Supplementary Conditions, V73 (C.l. # 5796)Add footings at doors that were added per MC 9007, Enclosed Vestibule Design (J13A)Correct door height for doors 101 C, 101 D, 115C and 115D More specifically, the following items are being submitted to assist you in reviewing the proposed changes: 1) 2 copies of the sheets revised as a result of this CCD (with changes highlighted); 2) A detailed Narrative describing the changes sheet-by-sheet; At this time I am requesting department review the changes submitted far compliance with your local code(s). Inordertominimizepossibledisruptiontotheconstructionschedule, your prompt review of this material will be appreciated. If there is anything we have failed to provide in order for you to complete your review, pleasecontactmeimmediatelyat (913) 236-3427. I will arrange for you to receive any further information you mayrequire. Sincere Dan V Seggern Fermi Expeditor BRR Architects 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Direct Phone: (913) 236-3427 Email: dvonse ern brrarch.com WAL-MART STORES, INC. STORE NO. 3624 DATE: 12/18/04PROJECT: MONTICELLO, MN CONSTRUCTION CHANGE DIRECTIVE #5PROJECTNO. 96100279 NOTE: The General Contractor shall obtain approval of the Wal-Mart Construction Manager beforebeginningtheWorkdefinedinthisConstructionChangeDirective. If applicable, adjustment to theContractSummaybebasedonlyonthemethoddescribedin7.3.3.1 of the Contract. SCOPE: The scope of this Construction Change Directive is to revise the originally issued contractdocumentsofMonticello, MN dated 08/11/04, and all subsequent contract modifications, to reflect thefollowing: Replace the pad and swing arm vehicle lifts in the Tire ~ Lube Express with new 10,000 Ib.pad lifts. (C./. #5731) CI 579fi: Update 00800, Supplementary Conditions, V13 (C.I. # 579fi)Add footings at doors that were added per MC 9007, Enclosed Vestibule Design (JBA)Correct door height for doors 101 C, 101 D, 115C and 1150 SPECIFICATIONS SECTION 008Q0 -SUPPLEMENTARY CONDITIONS 1. Issue new Section, superseding previously issued Section. ARCHITECTURAL SHEET Al -FLOOR PLAN DETAIL 1 -FLOOR PLAN Replace existing pad lift and swing arm lifts with 10,000-Ib pad lift in TLE (CI 5731). SHEET A8 -DOOR SCHEDULE DOOR SCHEDULE Doors 101C, 101 D, 115C and 1150: revise door height from 10'-0" to 12'-0". SHEET AC1 -AUTO CENTER DETAIL 1 -AUTO CENTER FLOOR PLAN 1. Relocate underground sleeve at pad lift location (CI 5731). 2. Add (2) additional PVC sleeves below slab (CI 5731). SHEET AC2 -AUTO CENTER EQUIPMENT DETAIL 1 -- EQUIPMENT PLAN 1. Replace current pad lift and twin post lifts with new pad lifts (CI 5731).2. Revise reference to support posts (CI 5731). EQUIPMENT SCHEDULE 1. Revise TB210, Twin Post Swing Arm Lift, to "Not Used" (CI 5731).2. Add support posts TB921, TB922, and TB923 (CI 5731). SHEET AC2.1 -AUTO CENTER EQUIPMENT DETAILS DETAIL 1 -HYDRAULIC PIPING Replace 7'-0" support post with TB923, Support Post (CI 5731). DETAIL 2 -AIR DROP - A Replace tube steel, support post, and TB210 with TB921, Support Post (CI 5731). DETAIL 2 ~ AIR DROP - C Replace overhead lift column with TB922, Support Post (CI 5731). Page 1 of 3 WAL-MART STORES, INC. STORE NO. 3624 PROJECT: MONTICELLO, MN PROJECT NO. 96100279 DETAIL 2 -AIR DROP - D Replace tube steel with TB923, Support Post (CI 5731). STRUCTURAL SHEET S1.1 -SLAB PLAN DETAIL 1 -SLAB PLAN 1. Remove thickened slab in TLE. SHEET S2.1 -FOUNDATION DETAILS DETAIL 8 -SLAB AT VESTIBULE STOOP 1. Add footing under new door. SHEET S6 -~ MERCHANT VESTIBULE PLANS DETAIL 1 -VESTIBULE FOUNDATION PLAN 1. Add footing under new door SHEET Sfi.1 -MERCHANT VESTIBULE PLANS DETAIL 1 -VESTIBULE FOUNDATION PLAN 1. Add footing under new door. SHEET Sfi.2 -VESTIBULE DETAILS DETAIL 4 -- ENTRY WALL SECTION 1, Add new door to section. DATE: 12/16/04 CONSTRUCTION CHANGE DIRECTIVE #5 SHEET S8 -AUTO CENTER FOUNDATION PLAN AND DETAILS DETAIL 1 -AUTO CENTER FOUNDATION PLAN 1. Remove thickened slab. DETAIL 4 -NOT USED 1. Remove thickened slab detail. MECHANICAL SHEET MP2 -AUTO CENTER PLANS AND DETAILS DETAIL 2 -AUTO CENTER PLUMBING PLAN 1. Revise compressed air lines to new pad lift pole locations. DETAIL 5 -AUTO CENTER AIR RISER 1. Revise riser to match changes to plan. ELECTRICAL SHEET E5 -AUTO CENTER ELECTRICAL PLANS AND SCHEDULES DETAIL 2 -AUTO CENTER POWER PLAN 1. Revise wiring devices and related circuitry for Surface Lifts. PANELBOARb L3D 1. Circuits #18 and #20 -Provide 20A-1 P circuit breaker with #10 wire for "Surface Lift",(Contact EDCManufacturerforadditionalcircuitbreakers). 2. Circuits #22 and #24 -Revise to "Space". KEYNOTES 1. Revise 16.441 to "Not Used". Page 2 of 3 WAL-MART STORES, INC. STORE NO. 3624 PROJECT: MONTICELLO, MN PROJECT NO. 96100279 End of Construction Change Directive BY: Chris M. Rhea, AIA (CMR) DATE: 12/16/04 CONSTRUCTION CHANGE DIRECTIVE #5 Page 3 of 3 M: San Diegoi Detroit A Atlanta New Jersey Minneapolis Dallas St. Louis FIRE ALARM SUBMITTAL WAL-MART MONTICELLO, MN #3624 Submitted by: Andrea Thorns TVA Fire and Life Safety, Inc. 23937 Research Drive Farmington Hills, MI 48335 Tel (248) 476-0000 FAX (248) 476-1597 al Specifications A Communications' 5D! Bus A (+):9 VDC 4572 m (15000 ft.) SDI Bus. B O' :9 VDC 4572 m (15000 ft.) Telephone Connection:2 TeICo lines D928 Dual Phone Line module required for two phone lines Enclosures D8103 Universal D8108A Attack Resistant D8109 Fire Environmental Considerations Relative Humidityi 5a/o-85% at +30°C (+86°F), non- condensing Temperature (Operating):0°C to +50°C (+32°F to +122°F) Number of.. Cards/tokens:996 Card Readers (Doors):8 Custom Functions:16 Detection Points:246 (8 on-board, up to 238 off- board) Dodr Relays:;''128 Hardware Addreasesi 246 Parallel Printers:3 Passcode Users:249, plus 1 service passcode RF Points:238 power Requirements Current Draw (Minimum);200 mA Current Draw (Maximum):500 mA Output (Alarm):2 A Q 12 VDC Output (Aukiliary, Continuous 1.4 A Q 10.2 VDC to 13.9 VDC Power, and Switched Auxiliary combined); Voltage (operating)'12 VDC Voltage (AC):16.5 VAC 40 VA two plug-in transformer (D1640) Voltage (DC):Up to two 12 VDC, 7 Ah sealed lead acid rechargeable batteries Up to two 12 VDC, 18 Ah sealed lead acid rechargeable batteries r Hardware Accessories Command Centers and Accessories D54B Flush MauntKlt Back box and polished brass faceplate. Used with: D279A, D720, D1255, D1256, D1257. D54C Flush Mount Kit Back box and stainless steel faceplate Used f with: D279A, D720, D1255, D1256, D1257. I, D54B-1260. Flush Mount. Kit far Di28ff Back box and polished brass faceplate used with D1260 Alpha V command center. D54C-1260 Flush Mount Kit for D12B0 - Back box and stainless steel faceplate used with D1260 Alpha V command center, p55 Command Center Desk Stand Portable desk stand in smoke colored Plexiglas. Used with D279A/AW, D720/WlR, D1255/W/ R, D1256, D1257, D1260. D56 Conduit Box White surface mount box for installations requiring conduit to a command center. Command centers mount on conduit box. Dimensions (H x W x D): 12cmx21 cmx3cm(4.56in,x8.25in.x1.05 in.) D56R Conduit Box Red surface mount box for installations requiring conduit to a command center. Command centers mount on conduit box. Dimensions (H x W x D): 12 cm x 21 cm x 3 cm 4.56 in. x 8.25 in. x 1.05 in.) N D1255 Alpha IV Command Center D279A Independent Zone ContCO1 station that illuminates when keys i ed independent point control allows i ngpigitalarm are pressed. Provides a 16-character and abuilt-e display,anSelf-conta individual points to be armed and disarmed Includesstem gfluorescentEnglish-langu in speaker with distinct warning tones. Permits k separately from the rest of the sy ser-programmable pass code and built-in remote control of relays and real-time cloc for adding, deleting changinglloneu panic button. A single zone can be branched into ed loop. Candela asdisplay, as we pass codes, and system tests. The D1255 is off- y one instant loop and one and closing reports from a single i white. nginitiateopen control panel point. Includes built-in form C relay, entry delay butter, one delay loop LED, one ed LED. Available in p1Z55W Alpha IV COlilmal7d Center instant loop LED and one arm off-white.Digital arming station that illuminates when keys i6-character vacuum• D279AW Independent Zone Ct~ntrol are pressed. Provides a fluorescent English-language display, and a built- z t, t warning tones. Permitsinc in speaker with dist d real-time clock Self-contained independent point control allows armed and disarmedb remote control of relays an r display, as well as for adding, deleting, changing D1255W isTheindividualpointsto arately from the rest of e de e pass codes, and system tests. ps nandbuIt ass code one user programmable p can be branched into white. panic button. A single zone one instant loop and one delayed loop. Can li 1255R Alpha IV Command Center eng initiate opening and closing reports from a s ontrol panel point. Includes built-in form C relay, p station that illuminates when keys inc entry delay butter, one delay loop LED, one LED and one armed LED. Available in gpigitalarm are pressed. Provides a 16-character vacuum• e display, and abuilt- instant loop whita. fluorescent English-languag in speaker with distinct warning tones. Permits k remote control of relays and real-time cloc changingdeletingi p72O 8 Point LFD Command Center ng,display, as well as for add and system tests. The D1255R is codespass Low profile digital command center with backlit s with indicatort red. u keypad. Annunciates system sta LEDs and Piezoelectric sounder. Individual point- i t 1256 Fire Command Center sn status LEDs indicate condition of up to fspo D including fault, alarm memory and byp rogrammable one-touch function s 3d pigital fire alarm control station with 16-character alphanumeric displayntpeInclu keys, and afour-wire connection. The D720 is off-vacuum-fluoresce provides system control over fire areas, housed white.in red plastic, annunciator programmable text rrarr trouble anrmlaidentifyingspecifica D72OW $ point LED Command Center.supervisory conditions. Low profile digital command center with backlit s with indicatort p1257 RBmotB Fire Alarm AnnunCiatOr u keypad. Annunciates system sta t LEDs and piezoelectric sounder. Individual point- w. ~gpointsdicateconditionofupt i Housed in red plastic, display 16-character t identifying devices andonstatusLEDs including fault, alarm memory and byp touch function customizable English tex point of alarm. Housed in red plastic, annunciator l Includes three programmable one ur-wire connection. The D720W is f arm, programmable text identifying specific a conditions. For use in r~okeys, and a trouble and supervisory ovide system control. white.public places. Does not pr D72OR 8 point LED Command Center p126U Alpha V Command Center Low profile digital command center with backlit keypad. Annunciates dicator LEDs and piezoelectric sounder. Individual h ii l Digital arming station illuminates when keys are Provides afour-line by 20-character dntt,system status w point-status LEDs indicate condition of up to 8points including fau rammable one-touch ro presse LCD English-language display and abuilt-in Featuresnestg alarm memory and bypass. Includes three p four-wire connection. The D720R is red. d o speaker with distinct warning Resembles an ATM style user sftkeaanfunctionkeys,yeightso rmits remote control of relay Peinterface.erfo m al-time clock display. Allows users to p re system tests and add, delete or change passcodes. D5200 Hand"-held Programmer Portable hand-held local programmer. Operates on four C cell batteries (included). Expanded storage capability allows additional handlers and t..-- records to be stored. Portable laptop programmer used for on-site programming and contains all hardware necessary to program the system. Zone Expansion and Interface Modules D130 Auxiliary Relay Module (12/24 VDC) Provides five A-rated contacts for switching auxiliary voltages and currants. Provides two form C dry outputs, polarized relay coil operates on 12 VDC or 24 VDC. tF»?~° D136 Plug-In Relay Accessory relay for control panels and modules. Maximum rating is 1 A @ 24 VDC or 2 A @ 12 VDC. Available individually (D138) or in a package of 25 (D136-25). D8121ADerived Channel SaU. 5 Zone Provides phone line supervision and five alarm zones plus on control output. Compatible with DCX systems. Includes mounting bracket for p8103, D8108A, or D6109 Enclosures. The Di 61 and D162 Modular Phone Cords are required. The D8121 A is not UL Listed. D8122 Derived Channel S.T.U. 5 Zone Provides phone line supervision and five alarm zones plus on control output. Compatible with DCX systems. Includes mounting bracket for p8103, D8108A, or D8109 Enclosures. The D161 and Di62 Modular Phone Cords are required. The D8122 has the following UL Listings: UL365, UL464, UL1610 and UL1635, UL1076, and U L864. D8125 POPEX Point Expander Provides a multiplexed data backbone for point expansion. Used with D9127T or D9127U POPITs or addressable detectors with built-in POPITs. Dimensions (HxW): 76 mm x 127 mm 3 in. x 5 in.). D$1281] OctoP©P1T, Eight Point Expander... Eight POPITs built into one OctoPOPIT. Can be used in conjunction with POPEX and POPIT,but does not require POPEX (D6125). OctoPOPIT may not be suitable for fire supervisory devices or fire initiating unless interfaced with D125[3 or p129 modules. Use with G Series Control Panels on ZONEX 1 (or ZONEX 2 on D9412G Control Panel only). D8129 Qcto-Relay Module Contains eight dry-contact relay outputs, each relay is Form C rated at 1 A at 12 VDC, relays can be operated manually either through the ti command center, or remotely from the central station using RAM IV. Relay response can be programmed for automatic operations using various pre-programmed parameters within the panel. p9127T POPIT Module A 38 mm x 76 mm (1.5 in. x 3 in.) hardwired module that provides individual annunciation of alarms, troubles, restorals and missing conditions relating to a unique detection device. POPITs are wired in parallel on the D8125 data backbone. Each detector loop is supervised with a 33 kilohm EOL resistor. Up to 238 POPITs can be connected to a D9412G, up to 67 for D7412G system. Requires the D8125 POPEX Point Expander. Includes a magnetic tamper switch. D9127U POPIT Module A 36 mm x 76 mm (1.5 in, x 3 in.) module that provides individual annunciation of alarms, troubles, restorals and missing conditions relating to a unique detection device. POPITs are wired in parallel on the D8125 data backbone. Each detector loop is supervised with a 33 kilohm EOL resistor. Up to 238 POPITs can be connected to a D9412G, up to 67 for b7412G system. Requires the D8125 POPEX Point Expander. goes not include a tamper switch. D9131A Printer/Parallel Printer In#erfate Module A four-wire parallel printer interface that can be s,~!v~.,, mounted up to 305 m (1000 ft.) from the control panel. Prints BO-character, single-line information including: data, time, event, account number, area number, user ID with text, point # with text and access events. Connects to a standard parallel printer via a standard parallel cable. D9133 Serial Interface Module Serial Device Interface (SDI) bus device used for bi-directional serial communications. Communicates at 300, 1200, 2400, 4800, and 9600 baud. D9133DC Serial Network Interface Module` ZX9352 hIR Detector Serial Device Interface (SDI) bus device for use A surface or corner mount PIR detector with with RAM IV or RAM IV Lite software. Offers POPIT interface requiring two-wire connection. enhanced programming, diagnostic trouble- The coverage is: shooting, and history retrieval. ~ Standard Broad 10.7 m x 10,7 m (35 ft. x 35 ft.) Barrier (Optional) 10.7 m x 3.1 m (35 ft. x 10 ftJ Long Range (Optional) 21.4 m x 3,1 m (70 ft. x 10 ft.) D9133771.-E Serial Network Interface Module "''- Pet (OptionaQ 10.7 m x 10.7 m (35 ft. x 35 ft.) with 21.4 m (70 ft.) Long Range Serial pevice Interface (SDI) bus device used for ZX9S8Z pIR DBteetor t bi-directional communication over networks. Typically used for event reporting and remote l:~w. programming for NetCom systems. A ceiling mount PIR detector with POPIT interface requiring two-wire connection. The coverage is 360° x 18.3 m (60 ft.) when mounted on 2.4 m to 5.5 m (8 ft. to 18 ftJ high ceilings, PC9133TTL^E Network InterfaCB Module Pattern consists of 64 zones grouped into 16 barriers, with one additional zone looking straight down from the unit (sabotage). Each barrier SDI bus device used for bi-directional is 9.2 m (30 ft.) long and 1.3 m (4.4 ft.) wide at communication over networks. Typically used for g,2 m (30 ft.). Choice of two optical modules Ethernet communications with control panels to depending on ceiling height. PC900D. ZX97O PIR/Microwave Det@ctor' A surface or corner mount PIR/Microwave ZX776Z PIR Det@CtOf --~'"""""" detector with a microwave frequency of 3, 10,52b GHz, X25.000 MHz requiring four-wire A surface or corner mount PIR detector with M connection. The coverage is: POPIT interface. The coverage is: 1 ~ Standard Broad (Included) 21.4 m x 21.4 m (70 ft. Standard Broad 15 m x 15 m (50 ft. x 50 ft.) x 70 ft.) Barrier (OptionaQ 24.4 m x 4.8 m (80 ft. x 16 ft.) Long Range (Optional) 31 m x 3.1 m (100 ft. x Lpng Range (Optional) 36.B m x 3.1 m (120 ft. x _-------'' 10 ft.) 10 ft.) r'br X794~ PIR Detector A surface or corner mount long range PIR detector with POPIT interface requiring four-wire connection. Includes an OA80 and an OA200 1} mirror. The coverage is: Standard OA80 24.4 m x 15.3 m (80 ft. x 50 ft.) f -?~``~' . `; Optional OA120 36.6 m x 7.6 m (120 ft. x 25 ft.) f i Optional OA20q 61.0 m x 3.1 m (200 ft. x 10 ft.) ZX835 PIR/Microwave Detector A 11 m (35 ft.) PIR/Microwave detector with PIR/ h Microwave supervision requiring four-wire p' connection. 1 Multiplex Zone Expansion and Interface Modules p8125MUX'Multiplex Bus Interface Required to connect multiplex points to the Zonex Bus on the G Series Oontrol Panels. Capable of driving two independent buses. D57465i Input/Output Module= Provides one supervised input for connectionof conventional Normally Open or Normally Closed inputs. Also provides one programmable Form C relay to follow system events for the status of specific zones. Connects to addressable bus and occupies two addresses. Requires a D8125MUX Multiplex Bus Interface. MX250 Series Smoke Detectors The MX250 and MX250TH are UL Listed, open- D5060 MUItiplexPfogrammer area addressable photoelectric smoke detectors. MX250TH has abuilt-in +57°C (+135°~TF ie heat detector. Each MX250 requires an MXf32W 1111/ Required for programming the multiplex bus base. Equipped with rotary switches for address points on G Series Control Panels. It is also used to program and read information to and setting and ChamberCheck Self Diagnostics, D8125MUX Multiplex Bus Interface. from a D8125MUX Multiplex Bus Interface. The Requires a M p5060 is not required to program the DS7457i, DS7460i, DS7461i, or DS7465iD57457iF MX775i Addressable PIR Detector.: Modules. A 7.2 m (b0 ft.) microprocessor-based wall mount, addressable PIR detector. Uses Motion 0$7432 Eight-Input Remote Module (MX2040)Analyzer II Processing. Includes Motion Monitor and three sensitivity settings. Internally pointable Provides eight supervised input zones for O field replaceable mirrored optics provide three coverage patterns. Requires a D8125MUX pen orconnectionofadditionalNormally Normally Closed inputs. Connects to multiplex Multiplex Bus Interfac®. Occupies one zone. s bus. Requires a D8125MUX Multiplex Bus r Interface. MX784i Long.. Range Multiplex PIR Intrusion DS74571 Miniature Single Input Multiplex Modul®Detector Monitors conventional Normally Open or Normally A microprocessor-based wall mount, DIP switch mmable PIR intrusion detector. Uses r Closed dry contacts and reports their status as progra Motion Analyzer I I Processing and has three multiplex addresses to the panel. Monitors one d sensitivity settings. Field replaceable mirrored ress on loop; occupies one multiplex zone ad µoptics provide three coverage patterns. Includes panel. Requires D8125MUX Multiplex Bus an OA80 and an OA200 mirror. Requires a Interface. Fits most intrusion detectors and i DIPswitchl d ay D8125MUX Multiplex Bus Interface. The f' ~ ~: ' ~r°s.ea connects using flying coverage is:programmable.Standard OA8024.4 m x 15.3 m (80 ft. x 50 it.)Optional OA12036.6 m x 7.6 m (120 ft. x 25 ft.)D$7460i711V0-Input MOdUIe Optional OA200 61.0 m x 3.1 m (200 ft. x 10 ft.)Provides two supervised input zones for MX835`Addressable Tri7ech PIR/ Microwave connection of conventional Normally Open or DgtectoLWlth Animal Immunity'Normally Closed inputs. Connects toMUXaddressablebus. Requires a D8125 An 11 m (35 ft.) PIR/Microwave detector Multiplex Bus Interface.includingPIR/Microwave supervision features.Requires a D8125MUX Multiplex Bus Interface.DS7461 i Single Input Multiplex Module Occupies one zone. t Used to monitor conventional Normally Open or Normally Closed dry contacts and reports their status as multiplex addresses to the panel, Can monitor one loop; occupies one multiplex zone address on panel, Requires D8125MUX Multiplex Bus Interface. Fits most intrusion detectors and connects using flying leads. Supplied with an enclosure. DIP switch FA21o-BN Reduced-Size Universal Transmitter A2O55 Belt Clip/Loop Transmitter LED flashes with all transmissions, including Fully supervised transmitter with programmable check-ins at five minute, nd or 10 second intervals.0 supervision, confirming operation. Supervised pendant includes a belt clip that can be seco60second, 3 For use with any standard contact or sensor. ase tamper and supports an end-of-line resistor. The ith converted to belt loop. The transmitter can also cComesw FA210-BN is brown. be mounted for fixed position signaling. The FA205S has a single button. FA210 Reduced-Size Universal Transmitter Fully supervised transmitter with programmable FA2O5D Bait Glip/LOOP Transmitter check-ins at one minute or five minute intervals. For use with any standard contact or sensor. Comes with case tamper and supports an EOL LED flashes with all transmissions, including resistor. supervision, confirming operation. Supervised b FAg10: off-white, FA210-BN: brown e pendant includes a belt clip that can converted to belt loop. The transmitter can also be mounted for fixed position signaling.FA210W RedUCgd-SlZe WIdE Gap DOOr/WindOW The FA405D has two buttons to minimize false alarms. Both buttons must be pressed TranSt111tter simultaneously. Fully supervised transmitter with programmable check-ins at five minute, 60 second, 30 second FA2O6DS"PIR TranstTlitter _or 10 second intervals. sive Infrared transmitter for larger commercial P For use with any standard contact or sensor. Comes with case tamper and supports an end-of- as applications. Features advanced signal line resistor. Includes two built-in magnetic reed processing for reduction in false alarms and a F switches and magnet that supports a 16 mm i tamper protected case. The three-minute sleep te. 0.63 in.) gap. The FA210W is off-wh time after alarm detection maximizes battery life. Features pointable, mirrored optics. Compatible FA210W-gN'ReduCBd-Size Wide Gap Door/ with optional long-range mirror (OMLR77-3) or mirror (OMf377-3). Coverage is 15m x i V1IjndOW TrallSmltt@C erbarr 15 m (50 ft. x 50 ft.). Fully supervised transmitter with programmable check-ins at five minute, FA2O6i PIR Transmitter 6o second, 30 second or 10 second intervals. with any standard contact or sensor. Comes with case tamper F or use and supports an end-of-line resistor. Includes two built-in magnetic reed Passive infrared transmitter for residential and switches and magnet that supports a 16 mm (0.63 in.) gap. The high-traffic commercial applications. Features for reduction in falsei FA210W-BN is brown. ngadvancedsignalprocess alarms, and a tamper protected case. Goverage FA216L Temperature Transmitter is 15 m x 15 m (50 ft. x 50 ft.). Ideal for greenhouses, barns/stables, commercial refrigerators, laboratories and computer! FA209 BIIItCap Transmitter telecommunications rooms. The FA216L sends an alarm message if ambient F).G (43temperaturefallsto6 This transmitter offers a thin profile with the ruggedness of hardwire billtrap. It features a fully p? supervised metal cash drawer while allowing easy drawer removal. Choose instant transmission or Select5tart feature which delays FA216H Temperature Transmitter 10 seconds before transmitting. Ideal for greenhouses, barns/stables, commercial refrigerators, laboratories and computer/ telecommunications rooms. The FA216H sends FA210 ReduC@d-Slze ~1nIVECSaI Transmitter an alarm message if the temperature reaches 57°C (135°~. Fully supervised transmitter with programmable check-ins at five minute, 60 second, 30 second or 10 second intervals. For use with any standard confect or sensor. Gomes with case tamper and supports an end-of- w~,r•- line resistor. The FA210 is off-white. FA2235 $ingle Button Water R@sistant P@rldant FA416R' 1B-Transmitter, Four-output Receiver with R@tays The FA2235 is a single button pendant that features a water resistant design and a flashing LED Provides four programmable outputs for alarm or indicator. The FA223S includes a neck cord and a trouble, one global trouble output. Includes a belt clip and is ideal for assisted living applications.y.~ knock-out for taking wiring through back of case. Features easy-to-read alarm and fault LEDs, a snap on/pry off cover with easy access to programmer receptacle and reset button, and case tamper. Allows users to program four FA223D DOUbI@ Button Water R@sistant P@ndant transmitters without a programmer by using the default information stored in the receiver. Users can select N/O and N/C configuration for each The FA223D is a double button pendant that output. Provides mechanical Form C relays for features a water resistant design and a flashing LED connecting to any panel or for stand-alone indicator. The LED indicator is subdued to minimize wireless applications. unwanted observation. The FA223D buttons must 6e pressed simultaneously for alarm. The FA223D is ideal for patrolling guards and bank and retail store FA570 Hlgh POW@r, Indoor RBp@ater employees. Effectively enhances the range of transmissions FA250 High Power Universal Transmitter without wiring or programming. Signal Synchronization Processing minimizes the excessive signal generation problem that occurs Fully supervised transmitter with programmable with conventional store and forward repeaters. check-ins at one minute or five minute intervals.Easy to install -just mount and plug into an AC For use with any standard contact or sensor.pullet. The flexible design monitors the battery, Comes with case tamper and supports an EOL and protects the case against tamper (requires resistor.optional contacts). The repeater can be Similar to the FA210 but with more power and up programmed as a point for supervising the radio to four times the open-field range. Ideal for link from the repeater to home receiver, Suited buddy systems, very large sites, and/or sites with for indoor installations. Allows a virtually separate buildings.unlimited number of repeaters to be added to any job. Allows repeater to be customized for FA400 R@motB RBC@IVBr each application. Interfaces with the D81251NV Wireless Interface.FA575.High POW@r RBp@1tBr Provides pathway for FA Series Wireless Transmitters to communicate serially with G Effectively enhances the range of transmissions x. ! Series Control Panels.without wiring or programming. Signal Synchronization Processing minimizes the excessive signal generation problem that occurs with conventional store and forward TwO-DUtpllt ReC@IV@rFA404RFpur-Tranbmitt@r repeaters. Easy to install -just mount and plug d into an AC outlet. Flexible design monitors With R@lays battery and protects the case against tamper requires optional contacts). The repeater can be Provides two outputs, one for alarm and one for programmed as a point for supervising radio link fault. Fully supervises up to four FA transmitters.from the repeater to a home receiver. Includes aknock-out for taking wiring through Features attractive weatherproof housing suited back of case. Features an easy-to-read alarm,for indoor or outdoor installations. clearly labeled fault LEDs, and a snap-on/pry-off Allows a virtually unlimited number of repeaters cover with easy access to reset button. Allows to be added to any job. Allows repeater to be 4 users to program transmitters without a customized for each application. programmer by using the default information stored in receiver. Users can select N/O or N/C configuration Tor each output. Provides mechanical Form C relays for connecting to any panel or for stand-alone wireless applications. D8229 Access Keypad Weatherproof, stainless steel piezoelectric keypad for PIN-only applications. Outputs in standard 26-bit Wiegand format. D8230-25 Wiegand Magstripe Card Randomly-coded Wiegand magstripe card for use with D8227 Insert Card Reader or W8ti128/W and WP644B/W Dorado Readers. Shipped in packages of 25. D8231-10 Wiegand'Swipe Card Randomly-coded Wiegand swipe card for use with the D8221 Swipe Card Reader. Shipped in packages of 10. D8235A-10 Proximity Card, Non-Photo Used with the D8225b (decoder) and the D8225R reader) for the D8112A existing systems only. Shipped in packages of 10. D8236-10 Wiegand Proximity Card Randomly-coded Wiegand proximity card for use with D8223, D8223-P, D8224, D8224-SP, and D8225 Proximity Readers. Shipped in packages of 10. D8238-10 Wiegand Proximity Token Randomly-coded proximity token with label dentifying Wiegand Hex Code for administration. Used with D8201, D$201 W, D8203, and D8203W Proximity Readers. Shipped in packages of 10. D8239-10 Wiegand. Proximity Card Randomly-coded proximity card wish label identifying Wiegand Hex Code for administration. Used with D8201, D8201 W, D8203, and D8203W Proximity Readers. Shipped in packages of 10. D830i kow-profile Reader Weatherproof, low-profile reader in durable, black plastic. You can surface-mount or bracket-mountthis reader. You can even conceal the reader behind glass, plaster, or any non-metallic surface. The reader has abuilt-in piezo sounder. You can program the reader in KeyPAC, or Wiegand 26-bit or 34-bit formats. The reader accepts the D833$-10 KeyPAC Wiegand Proximity Token or the D8339.10 KeyPAC Wiegand Proximity Card. D83U1 WLaw-profile Reader Weatherproof low-profile reader in durable, white plastic. You can surface-mount or bracket-mount this reader. You can even conceal the reader behind glass, plaster, or any non-metallic surface. The reader has abuilt-in piezo sounder. You can program the reader in KeyPAC, or Wiegand 26-bit or 34-bit formats. The reader accepts the D8338-10 KeyPAC Wiegand Proximity Taken or the D8339-10 KeyPAC Wiegand Proximity Card. D8302 Vandal-resistant Reader Weatherproof, stainless steel housing filled with epoxy resin. This reader is appropriate for locations CY 6 where high resistance to abuse is needed. Read range is approximately 12.7 mm (D.5 in.). You can o/ program the reader in KeyPAC, or Wiegand 26-bit or 34-bit formats. The reader accepts the D8338-10 KeyPAC Wiegand Proximity Token or the D8339-10 KeyPAC Wiegand Proximity Card. D8304 Extended-range Reader Weatherproof reader in durable black plastic. The reader has a read range up to 25 cm (10 in.) and on- board piezo sounders. You can program the reader in KeyPAC, or Wiegand 26-bit or 34-bit formats. The reader accepts the D8338-10 KeyPAC Wiegand Proximity Token or the D8339-10 KeyPAC Wiegand Proximity Card. D8304W Extended-rangr3,Reader Weatherproof reader in durable white plastic. The reader has a read range up to 25 cm (10 in.) and on- s - ~ board piezo sounders. You can program the reader in j KeyPAC, or Wiegand 2(i-pit or 34-bit formats. The reader accepts the D8338-10 KeyPAC Wiegand Proximity Token or the D8339-10 KeyPAC Wiegand Proximity Card. Q833$-10 KeyPAC Wiegand Proximity Token 125 kHz operation. Used with the D8301, D8301 W, D8302, D8303, D8304, and D8304W KeyPAC readers. Includes label identifying Wiegand Code for administration. Shipped in packages of 10. FIC@ Sy5~@Rl ACGe5501'te5 D8339-10 KeyPAC Wiegand Proximity Card ISO thin card. 125 kHz operation. Used with the D5$A FIrB Alarm Kit , D8301, D8301 W, D8302, D8303, D8304, and D8304W KeyPAC readers. Includes label identifying Overlays for use with command centers in fire Wiegand Code for administration. Shipped in r.....:"~ alarm applications. Includes two pull-up reference hind the keypad. Referencehfitb L ~ packages of 10. eguides, whica^""' urrw~ r~ guide and overlays are red. The D58A includes overlays for the D1255R Command Center. Wp6126 Dorado Reader - Black Dorado pass-through reader, Connects to D58B Flre Alarm Kit. systems with Wiegand or clock and data interface Reads four or seven digits into 26-bit format Overlays for use with command centers in fire Wiegand data or 9 card digits into 34-bit Wiegand tioni alarm applications. Includes two pull-up reference hind the keypad. ReferencebasAssoc and reads ABA (American Banker Format) style encoded magstripe cards (security eguides, which fit w~ r~ guide and overlays are red. The D58B includes badges, time/attendance badges, parking cards,overlays for the D720R Command Center. ATM cards, and credit cards). D125B Dual Class B Initiating Module WP612W Dorado Reader Provides Class B (formerly Style A) circuits for White Dorado pass-through reader. Connects to and or clock and data interfaceithWie tyyp loops. Each loop has individual alarmltrouble ut; used with fire alarm initiating devices outgsystemsw Reads four or seven digits into 26-bit format pr such as smoke detectors; can also 6e used with Wiegand data or 9 card digits into 34-bit Wiegand powered glass break detectors. Compatible with and reads ABA (American Banker's Association 12 V detection devices or 2-wire 24 V devices Format) style encoded magstripe cards (security badges, time/attendance badges, parking cards, when using a separate 24 V auxiliary power supply. Requires a D138 mounting bracket when ATM cards, and credit cards).used with a D9101 enclosure. VVp64~46 Dorado Reader p127 Reversing Relay Module 81ack Dorado weatherproof pass-through reader. Reads frMPl II style encoded magnetic stripe cards D8230-25). Read head assembly adjustable to track setting 1 or 2. WPB44W Dorado Reader White Dorado weatherproof pass-through reader. Reads EMPI II style encoded magnetic stripe cards D8230-25). Read head assembly adjustable to track setting 1 ar 2. Interfaces a control panel to direct-wire lines. Reverses voltage or voltage/current (alarm and trouble) over the direct connection to a receiving station. D129'"Class_A Initiating Module (Style D) Interfaces the control panel to fire alarm and water flow initiating devices. Provides Class A Style D) circuitry for one or two loops, includes adjustable (up to 90 s) reset/retard far each loop. Requires a D138 mounting bracket when used with a D9101 mounting enclosure. Dt32B Polarity Reversing Module Reverses polarity on the smoke detector loop during alarm. Can be used to activate the sounder in smoke detectors with the sounder feature. Works with both 2- and 4-wire circuits and with Class A or Class 8 Initiating circuits. D1$4 and D184A Auxiliary. Local Energy Interface Kit Allows the fire alarm control panel to be connected to an NFPA 1221, Fire Signaling f""'~~,~ System in municipalities that provide this service Municipal Box Interface). D185' Reverse. Polarity,Sigrtaling, Module Connects a panel with either a single set or a pair of leased telephone company (Telco) lines for NFPA 72, Directly Connected Non-coded Systems, Remote Station, Direct Connect. The module is rated at 12 VDC, 300 mA maximum or at 24 VDC, 143 mA maximum. D192C Notification Appliance Circuit Module Supervises Class B notification circuts. Compatible with 12 VDC control panels. Allows DC an output of 1.8 A at 12 VDC or 24 V D192G Notification Appliance Circuit Module Compatible with 12 VDC control panels. Supervises Class 8 notification circuits. Allows r, an output of 3.0 A at 12 VDC or 24 VDC. D2785 12 V Smoke Detector Base... Addressable detector base with abuilt-in POPIT to provide individual addresses on the FACP data expansion circuit. Compatible with the: D285 Photoelectric Smoke Detector Mead D285TH Combined Photoelectric and Fixed Heat Detector Head The base address point is set via aseven- W,~,, position dipswitch located in the detector base. Device address is independent of the device's location on the circuit. D298M 24 V Smoke Detector Base, Master Addressable detector base with abuilt-in POPIT to provide individual addresses on the FACP data expansion circuit. Compatible with r, m '`the: D285 Photoelectric Smoke Detector Head D285TH Combined Photcelectric and Fixed f Heat Detector Head The base address point is set via aseven- position DIP switch located in the detector base. Device address is independent of the device's location on the circuit. Configured in Class B two-wire) detector circuits. Requires a 3 kit EOL resistor to complete the circuit and provide supervision. D2985 24 V Smoke Detector Base Addressable detector base with abuilt-in POPI7 to provide individual addresses on the FACP data expansion circuit. Compatible with the: r W ~ D285 Photoelectric Smoke Detector Head r~ D285TH Combined Photoelectric and Fixed Heal Detector Head The base address point is set via a 7-position DIP switch located in the detector base. Device address is independent of the device's location on the circuit. D928 Dual-Phone line Switches Allows the panel to operate over and supervise two separate phone lines. Supplied with D162 Phone Cord. Requires two additional D181 or D162 Telco line cords. v ~ ti- p1256 Fire Command Center pigital fire alarm control station with 16-character vacuum-fluorescent, alphanumeric display. Provides system control over fire areas, housed in red plastic, annunciator programmable text identifying specific alarm, trouble and supervisory conditions. D1257 Remote Fire Alarm;Annunclator Housed in red plastic, display 16-character customizable Fnglish text identifying devices and r ~ point of alarm. Housed in red plastic, annunciator programmable text identifying specific alarm, trouble and supervisory conditions. For use in public places. Does not provide system control. D8109 Fire enclosure A 1.5 mm thick (16-gauge) red steel enclosure for control/ communicators. UL Listed for Central Station Fire, Local Fire, and Remote Station Fire NFPA 72). Lock and key set (D101 F) included. Measures (H x W x D) 40.6 cm x 40.6 cm x 8.9 cm (16 in. x 18 in, x 8.5 in.). D1224' i2 V, 24 Ah Standby Battery A fully rechargeable 12 VDC owes souace ford tea,, -- battery. Acts as an auxiliary p accessory modules. i! . D1238 i2 V, 38 Ah Standby Battery A fully rechargeable 12 VDC owes souace ford battery. Acts as an auxiliary p accessory modules. Di240 12 V, 4 Ah Standby Battery A fully rechargeable 12 VDC sealed lead-acid battery. Acts as an auxiliary power source for ti;`~-;,,accessory modules. D1640 °Transformer System transformer rated at 16.5 VAC, 4D VA. r~ u D813Z Battery Charger Module f Charges up to a maximum of 27 Ah of batteries. Enclosures, Brackets, and Connectors ACC603h Neck card for FA203 Pendant Neck cord of simulated leather for use with the 1=A203 pendant. ACC603M Neck cord for FA203 Pendant. Neck cord of metal for use with the FA203 pendant. ACC603P Neck card for FA203 Pendant Neck cord plastic for use with the FA203 pendant. ACC605-gK Belt Clip for FA205 Transmitter Includes two screws for connecting to the FA205 transmitter. ACC620 Programming Cable For connecting transmitter to programming device and programming transmot am n'mg dev ce.'ng cable is provided with every p g ACC624 Holster slack leather holster for the FA204 pendant. Includes heavy-duty metal clip for attaching to belt. ACCB30 Transfer Programmer A timer saver that allows users to reprogram any ra, transmitter at an installation without moving it. A Start h' button and LFDs guide users through the steps. D57 Single Gang Conduit Surface Mount Surface mount box use for installations requiring a conduit to the D2fi9 Independent Point Control or D8227 Insert Card Reader. Di05 nn 1O 3.06 W x D): 1D3mmx78mmx57mm( 2.25 in.). p101 Lvck and: Key Set.. pptional lock and key set for use with the D2203 standard enclosure and the D8103 optional enclosure. D110 Tamper Switch Screw-on tamper switch that will fit all enclosures. a ,. Shipped in packages of two. 1~~.. D137 Mounting Bracket- Used to mount accessory modules in D8103, r`•" D8108A, D8109, and D8109L enclosures. i i' w y D138 Mounting Bracket, Right Angle Used to mount accessory modules in a D9101 v~ enclosure. z,E~,, D161/D162 Dual Modular. Phone. Cord D161: 2.1 m (7 ft.) D162: 61 cm (2 ft.) r"'~ D8103 Enclosure Steel enclosure measuring (H x W x D) 41 cm x 41 cm x 9 cm (16 in. x 16 in. x 3.5 in.). t i ri',: D8108A Attack Resistant Enclosure 1.2 mm (18-gauge) grey, cold-rolled steel enclosure measuring (H x W x D) 41 cm x 41 cm x 9 cm (16 in. x 16 in. x 3.5 in J. UL Listed for Central Station Fire, Local Fire, and Remote Station Fire applications. Lock and key set included. Requires use of D2402 Mounting Plate. D9002-5 Accessory Module Mounting Skirt Mounts inside D8103, D8108A, and D8109 n n enclosures. Can accept up to six standard 7.62 cm x 12.7 cm (3 in. x 5 in.) cards. Software ;Options D5500C-XXXX Remote Account,Manager for Windows' (RAM IV) The D55000-XXXX Remote Account Manager Windows® (RAM IV) Software Package allows computers equipped with a Microsoft® Windows® operating system and a modem to program, store records, control, and troubleshoot control panels. The package supports the following control panels D7212, D7212B1, p9112, D9112B1, D9412G, D74f2G, D7212G, D8112E, D8112E1, D8112G, D8112G1, D8112G2, D8112A, D4412, D6412, D2012, D2112, D2212, D7024, D59400, pS7240, and D57220. Check with Customer Service for a current list of supported products. The package includes the software on CD, the license disk, and the D5370 RAM Security Block. D55000-XXXX-LTE Remote Account Manager for Windows' Lite (RAM iV Lite) The D55000-XXXX-LTE Remote Account Manager for Windows® Lite RAM IV Lite) Software Package allows computers equipped with a Microsoft®Windows® operating system to manage accounts and locally or remotely program control panels. The package supports the following control panels: D7212, D7412, D9112, D9412, D8112E1, D8112G2, D9112f31, D7212B1, D6412, and D4412. Check with Customer Service for a current list of supported products. The package includes the software on CD, the license disk, and the D5371 RAM Security Block. D94i2G-A Attack-Resistant UL Package Prod.ID D9412G-A x~w i w~nsl2..:..~ ........'~"l=,.{.:_L.;::~s'~:r.t 1. . ,.. Components The D9412G package includes: one D9412G board one mounting skirt one faceplate with D9412G label Components The D9412G-A is an Attack-Resistant UL package that includes: one D9412G board one D1640 Transformer one D8108A Attack-Resistant Enclosure with D101 Lock and Key Set Llv~ D~~~O The DS28U Series are low profile, Pho#oelectric System type srnvke detectors. The patented chamber design provides superior immunity to false alarms caused by dust. Chamber Checker .self diagnostics allow the sensitivity to be verified by simply looking at the detector LED- Several different models are available, offering a wide variety of features and outputs. QPTI~NAL ACCESSORIES FEATURING .. - - - Direct Wire Design with Removable Terminal Strip Diagnostic/Sensitivity Test Fea#ures Chamber Check® Self Diagnostics =-_ q_ - hamber ~~`~ °' ~° Field Replaceable Smoke C - Easy Disassembly for Cleaning ~ , • „ '' Sensitivity Voltage Dutput 12 ar 24 VDC Operation 135°F/57°C Hea# Sensor Option UL Listed, ULC Listed CE A member of the Bosch Group de~e~ti~~ ~~t~~~ X5280 . SPEC/FICAr~nn-~ DRDERIN G INFORMATION Det•tmir,ad pS282 2-wire a +,,,.petermr,ed DS282TH x-wire wu„~by var,el eow, a ,sv.m~.A mw 100iM1"w DS282THS 2-wire eowl,sv,pp„A~ Delern,ined pszsxTHC z-wire nw.~ ~..by Pa,eJ e ,~.mo, M,A nr~N4 30V D5284 4-wire 0i~ ""•` t•nM ma (•F gp,~~ ~ 17~,iG.A mw S,M) ~ ]OV DS2&dTH 4-wire i°01A""~ 7MrN mad 1•N ENti ~ 1SV,1u0W1~1011N)A7W D5284THS 4-wire tOp.A m~ smal 30V p5284THR 4-wire wvemA~.t~vow,..an 1.~. ,omAl 30V DS284THSR 4-wire somA m~ 1•ti ea,~ ~A m~ o~.+l ~ 30V DS2$4THG5 4-wire 100u 100uA mw GM) ~ 30V DS2$4TNG 4-wire j00W m' smA m~,..35mA rrm 1•F sew 1•ti zr.A) ~ ,rv mA) ~ 30V p5284THE 4-wire SmnmY+.sc".a,~,rti 15mA l.!• 7mA) @ 17V drN 3CV pS284ES 4-wire eow ~ ,7v,on,.w mom..oom.m.~l.. Isolated 100""„'. lamnl ~ 3w pS2841S 4-wire 15mA 1 SmA ma+.mA mxr 1••• zmA, ~ ,w 1•~ ,omAl ~ 30V pS284THES 4-wire Detel:t1t7r1 SyStemS, InC. P/N 29668) 130 perinton Parkway, Fairport, New York 14450-9199 5$5) 223-4460 ' Cust. Service ($8$) 2$9-0096 • Technical Service (800) 374-7454 Fax: (585) 223-9180 ' Faxback: ($00) 315-0470 or (585} 223-4060 ext. 4319 Iso sose U~ CERTIFICATE NP. A5137 2 ~ p192C Notification Appliance Circuit Supervision Module Planning Wiring Use a Class B, Style W, two-wire Circuit and wire according to the instructions supplied with the module. For UL applications, use a UL Listed regulated power supply to power notification devices through the D192C Module. To comply with NFPA Standards: The control panel and power supply must be supervised or installed in the same room not more than 20 ft (6 m) from the D192C. Wiring between the control panel and the power supply must be in conduit. Power supply fault conditions must be supervised by a UL Listed relay. Notification Appliances Notification Appliances used with the D192C Module: Must be polarized (DC) equipment. Must match the voltage rating of the alarm power supply- Must not exceed the current rating of the alarm power supply. Must not exceed 1.8 A in combined device current for each D192C Module. Hardware Accessories 0137 Mounting Bracket Use to mount accessory modules in 08103, DS 108A, 08109, and 08109E Enclosures. X, ~ ...~,.~ ,H 013$ Mounting Bracket, Right Angle Use to mount accessory modules in a 09101 w. Enclosure. Bosch Security Systems For more information please visit www.boschsecuritysystems.com 09142E 24 VDC Auxiliary Power Supply The 09142E is a UL Listed, Auxiliary Power Supply for use in Commercial Fire Alarm System applications. It provides up to four amps for charging batteries and for powering auxiliary or indicating devices. The 09142E is provided in its own red enclosure and with a D 1601 Transformer to provide power to both the 09142E and to the control panel. Technical Specifications Compatible Control 2000 Series, 08112, 0911281, 0721261, D7412G, D7212G, 09412, 09112,D9412GPanels 09412, and 07212 D192C Operating AUX PWR IN: 12 VDC supplied by auxiliary Voltage power from the control panel. EXT PWR IN: 12 VDC or 24 V0C supplied Alarm Output Voltage by UL Listed external power supply, or 12 VDC supplied by the alarm output terminal on the control panel. Module is rated ut at 12 VDC or 24 VDC.80 A out1 pat D192C Module Idle: 2S mA Current Alarm: 50 mA Maximum rating of module alarm circuit is 1.80 A. Alarm power comes from an external power supply, or the control panel's output terminal if one is used. Dimensions 5.0 in. x 3.0 in. x 0.75 in. HxWxD)12.7cmx7fimmxl9mm) Indicating Circuit Bosch Security Systems End-of-line (ECL)P/N: ib-03130-005): 560 S~ 2 W Resistor D105FL EOL Locate on the last D192C Module in the Resistor circuit. Bosch Security Systems P/N: 15-03130-001): 1 kS2 power Supplies Use a UL Listed auxiliary 12 V0C or 24 VDC regulated power-limited power supply for fire protective signal units and commercial and residential burglar units. Install auxiliary supply according to manufacturer's instructions. BOSCH Modifcativns reserved 175-07081.000-F I Planning The D8132 Battery Charger Module and additional batteries are typically mounted inside a separate approved enclosure such as the D8103, D8108A, or D8109. The enclosure is installed adjacent to the control panels enclosure. The plug-in AC transformer is installed on the same AC branch circuit as the control panel transformer. No other devices may be connected to the transformer. An optional D8004 Transformer Enclosure may be installed. Use afour-wire harness to connect one or two batteries to the p8132. Use an additional four-wire harness to connect the AG transformer (two wires) and the battery terminals of the control panel. The D8132 mounts in the enclosure using three plated screws supplied with the unit. The enclosures provide module mounting locations with knockouts. Use a D137 Mounting Bracket when installing the D8132 in a non-Bosch enclosure. Mount the D8132 towards the top of the enclosure away from the batteries to avoid overheating. The D8103, D8108A, and p8109 enclosures provide a rectangular knockout on the door that allows you to see the green AC power LED on the D8132. Specifications per~tinarGoil~9e ~ ti„ i ~: 16 to 18 VAC suppliad by plug-in VV + ~~' rran-for-ner h 1~ r 1200 rnA m~rximum tip'"' r y ~` 13.9 VDChtYIt~ a, ti i w y ,•, h ~,~4 ~~ s~ ~~, y Diigeriei'nri~ (F~c ~ b~?t ' ' ~ ~' 12.7 cm >< 7.6 ~;m x ? ern ter.. The contractor shall furnish and install the p8132 Battery Charger Module where indicated on the plans. The D8132 shall provide increased standby Ah for the specified control panel. The module shall be equipped with a 16.5 VAC, 40 VA plug-in transformer, two sets of connecting cables and all hardware required for proper installation. The D8132 shall have an on-board, green LED for indicating the presence of AC power. The D8132 shall be capable of supplying recharging current for one or two 12 VDG, 7 Ah or one or two 13.5 Ah batteries. The module shall be mounted in the recommended enclosure or other approved enclosure. Installation shall be subject to the requirements of the Authority Having Jurisdiction (AWJ). Hardware Accessories D126 12 VDG, 7.0 Ah Standby Batter}r A fully rechargeable 12 VDC sealed lead-acid battery. Acts as an auxiliary power source for accessory modules, D137 Mounting Bracket' ' '~ Used when mounting accessory modules in DSt03, D8108A, D8109, and D8109L enclosures. p8004;Ti'anstarmep Enclosure ~ ~~" ~ ~~, ''` The D8004 Transformer Enclosure protects the AC plug-in transformer and ensures that it remains securely fixed to the AC wall outlet. The D8004 Transformer Enclosure may be required for certain W applications, the most common being fire alarm. Consult your local Authority Having Jurisdiction LL .-~~ -ti;,~. AH1) for installation requirements. Bosch Security Systems t30 Perinton Parkway Specifications are subject Fairport NY 14450-9199 to change without notice Phone: (888) 289-0096 95-06430-000-D Fax: (565) 223.9180 www.boschsecu rity. us Fire Alarm Systems ~ D~461 Series Manual Stations D461 Series Manual Stations 1~1 ed die-cast housing M1 µ ~ ~ ~~ S 4 ~; ~y ~ ~X. ~c ~ f }, w •~,, 7 + ~ r •, fry The D461 Series Manual Stations are manual initiating devices for fire alarms, emergency door release, medical emergency alarms, or tornado warning alarms. They have one set of normally-open (NO) contacts rated for 10 A at 120 VAC. The D461B has one set of laorm C contacts. As accessory devices for Bosch Security Systems' control panels, they can be installed alone or with other approved mechanical devices on Bosch Security Systems' control panels.The units arehigh-quality boxes constructed entirely of non-toxic materials with a low profile and rounded edges to fit most design applications. All components are painted or have plated surfaces to inhibit corrosion. Non-corroding screw terminals are provided. The units are manufactured in conformance with the standards set forth in the Americans with Disabilities Act ( ADA). Functions ugg lA gauge (l.9 mm) Plated steel back plate Single-gang box mounting Corrosion- resistant construction 10 A, 120 VAC contacts Key-locked reset switch Screw terminal connections Optional breakglass rod Latching pull-down lever Manual Initiating Action The D461 has a white pull-down lee A double-action eve ~ ( lift down the lever latches it into p and pull) is optional. TheD~61B, D461G, and~D461Y come with adouble-action lever.When the lever is manually operated, the unit's contact switch activates causing a signal on the initiating loop. The signal can trigger an alarm or release a door lock. The lever can not be reset unless the correct key is inserted into the manual box lock and the unit is opened. The latching lever can then be restored to its normal position.Certifications and Approvals Listings and Approvals:Gomp~ies with:UL UNIU: Boxes, Non-Coded ( UL38)ADA asa. a D1256, D1257 Fire Command Center, Fire Annunciator Specifications Features Compatible with the D9124, D9412G, D9412, D9112, D7412G, D7412 and D7212 Attractive low profile fire annunciators D1256 provides system control with easy to use function keys D1257 can be remotely installed in public access areas Built-in multi-tone sounder Easy to read vacuum fluorescent display Displays complete system status in English format Programmable custom text for each point Local system test display Molded red ABS plastic construction Description Fire Command Center and Fire Annunciator Application Radionics' D1256 Fire Command Center and D1257 Fire Alarm Annunciator are four-wire serial devices used with the Radionics' (]9124 Addressable 24 VDC Fire Alarm Control/ Communicator and the D9124, D9412G, D9412, p9112, D7412G, D7412 and D7212 Control/Communicators. One D1256 is included with the D9124 panel, which can be accessed through the slide door on the front of the enclosure. Both annunciators provide English text displays of system events with highly visible blue vacuum fluorescent displays. A built-in sounder alecks building personnel to system alarms and troubles and guides responding agencies to the annunciator location. Both units are molded in durable red plastic and have low profile enclosures. The wording "Fire Alarm Annunciator" is clearly printed on the faceplate of the D1257. This allows inspectors, service technicians and responding fire agencies to identify the annunciator. The D1256 Fire Command Center is afull-function system controller and annunciator. Four special one-touch function keys provide user-friendly control over the system. The function keys allow the user to silence the audible alarm output, silence the trouble sounder, reset the annunciator display and reset system detectors. Four additional navigational keys allow access to other programmed system functions. The D1257 Fire Alarm Annunciator provides remote annunciation capabilities without system control. Similar in appearance to a D1256 Fire Command Center, yet the D1257 Fire Alarm Annunciator lacks function keys. This makes system control functions inaccessible to unauthorized persons. Thus, the D1257 can be placed in locations where the public may have access to it. Two navigational keys allow the user to step forward or backward through a list of system events. 1'~dI41~IC:~ The D1256 can be mounted in secure areas for use as both a system controller and annunciator. The D1257 Remote Fire Annunciator is typically installed in building entrances and areas with unrestricted access. Near exterior doors in hotel or business lobbies are ideal locations. This allows a responding agency, or persons evacuating the building to quickly identify the type and location of the emergency from outside the building without being in danger. Both devices have abuilt-in sounder that allows them to be installed in locations not in general view. Audible tones alert personnel to fire system events and assist fire fighters in locating the annunciator. Installation The D1256 and p1257 system annunciators connect to the fire control/communicator through standard four-wire cable. Shielded cable may sometimes be required where excessive EMI is a problem. The field wiring connects to a four-wire harness supplied with the unit. This harness plugs into afour-pin connector on the circuit board through the back of the D1256 or D1257. Each unit has three mounting holes in the base that allow secure, correct positioning during installation. Do not install the D1256 or D1257 in direct sunlight. This damages the module components and makes the display less visible. Install, test and maintain these devices according to their Installation Guides, NFPA 72, Local Codes and the Authority Having Jurisdiction. Failure to follow these procedures may result in failure of the devices to operate properly. Radionics is not responsible for devices that are improperly installed, tested and maintained. A rrtember of the Bosch Group D$125 Addressable Expansion Module Prod.lp C)N1'.5 r The D$125 Addressable Expansion Module works in conjunction with the D9127U/T POPIT Modules to provide a proven multiplex technology combining zone/paint supervision with individual device addressing on one pair of wires. The control/ communicators use the D6125 to provide expansion beyond the standard number of zones up to a total of 240 paints. Each D8125 module can fully supervise 120 D9127U/T (Untampered and Tampered) POPITs. System Overview Each D8125 installs in the control panel enclosure or in an adjacent approved enclosure. Future system expansion is very economical as D9127U/T POPITs can be spliced in anywhere along the 2-wire data expansion loop from the D$125 module. The D9127 is a compact, addressable device that are suitable for applications where specifications call for point identification from each initiating device or series of devices. The units are small, and easily installed in standard outlet boxes, above false ceilings, closets, or other accessible locations. A 33 kilohm EOL resistor is provided to be installed at the furthest point on the loop for proper supervision. Features PfOvi,JeS point i~entificatl<~n ,~t initi~iting devicf^ Supervi ~~, wrrinrl to devrcesfnr"r,rr.,uit Irttegrily Conin~lrk~re with 8UOt1 5erie;; Gortrrl/Communic~iturs F~F,ar;J^ tie n;;rnher of points in'tf,c sysfe,n G~mpa.t s,ze Terminal Gonneciir,r,s for reliability Multiplextechnt~logy Low installation cost Certifications and Approvals UL Standards UL365, Police Station Connected Burglar Alarm Units and Systems UL484, Audible Signal Appliances UL609, Local Burglar Alarm Units and Systems UL864, Control Units for Fire-Protective Signaling Systems UL985, Household Fire Warning System Units UL1023, Household Burglar-Alarm System Units UL1076, Proprietary Burglar Alarm Units and Systems UL1610, Central Station Burglar-Alarm Units UL1635, Digital Alarm Communicator System Units Approvals CSFM FM Technicai Specifications lrJt)(7 ;nrir~~: a~1 ( tSnc4lnre d '~~1 ku IG' ~~r~ ~r IJ, 9Eb ~HxWxCT i r ,~ 5 in x 3 in x (~ 75 in 13 crn x e rrn x 2 cml r 7t ~~,~> ~ ~. ~, ,~~~y ~ ~Po+~er R uiremenFs ~ f` r.~ Ir'Y~ nt I~K+`~ r•~~r 50 mA per 17YS115 ntr~rlule + (l.t> inA pry 5 ~ ,~~; r'p9i27UlT moduli, r 1Nc~lktge (C1per~t,ng) ~~12 VDC nomin~ suf NI„~d by panr~l Hardware Options p9127T/,D9127U POPIT Module ~~t 1,~' ;F ~~, r ~ ;~, , .,~, ~.a... ,jar ~2a.5 A 1.5 in. z 3 in. (38 mm x 76 mm) hardwired module that provides individual annunciation of alarms, troubles, restorals and "missing" conditions relating to a unique detection device. POPITs are wired in parallel on the p8125 data backbone. Each detector loop is supervised with a 33 kilohm EOL resistor. Up to 238 POPITs can be connected to a D9412G, up to 67 for D7412G system. Requires the ^8125 POPEX Point Expander. D9127T: includes a magnetic tamper switch D9127U: does not include a tamper switch Security you can rely on Models Available Horns Red H 1.2/ 24 H12/2AK Product Overview Operates an either 12V ar 24V Widest range of candela options: a 2V: 15 and 15/75 candela 24V: 15+ 15/75, 30, 75, 11O candela Easy candela selection Lower current draw Easy DIP switch selection for horn options Easy mounting with QuickClickr^^ 5ynchranizable with MDL 5ync•CircuitT"' module Meets UL1971, N'FPA72, and ADA signaling requirements All strobe and horn/strobe models incorporate a new pateni•pending voltage booster design that has a more consistent flash bulb voltage aver the range of candela selections. The benefit to the customer is a high quality strobe device. UDC LISTED C$ri49V5U2NK17954 55512 US549V7U2NK13751 54011 FM IVIEA approved 712542U9t222 rrnwae 122-02-E 3034150 12602-E 713E+1809:223 5pectrAlert® Selectable Output Horns, Strobes, and Horn/Strobes offer enhanced fea- tures that include the widest range of candela options available and the capability to recognize and self-adjust for either 12 or 24 unit operation. alnd a consistentflture set that combines performance, installation ease, flexiblhty, aesthetically pleasing appearance, the SpeCtnonymaus with the Sped Ale t name. provide both the innovation and efficiency sy Performance. 5pectrAlert selectable output wall-mount horns, strobes, and horn strobes offer key performance features long associated with the 5pectrAlert name. The select- able candela strobes and hornlstrobes offer average current draws that are not only lower than conventional fixed-candela 5pectrAlert products, but also lower than similar selectable candela products. ay consuming less current, the ability to connect even more devices per loop is possible, resulting in a lower installed cost. Installation. 5pectrAlert selectable output horns, strobes, and horn/strobes offer the same installation-friendly features synonymous with the 5pectrAlert name, such as the option of 2- and 4-wire operation; the ability to use standard size backboxes with na encroachment into the box; and universal mounting incorporating the labor-saving QuickClick'" feature. Such labor-savings features make wire connections simple and fast, further reducing installed cost. Flexibility. 5pectrAlert selectable output strobes and horn/strobes offer the broadest range of candela options. In addition, the selectable output strobes and horn/strohes can operate on either 12V or 24V, with no setting required; the device recognizes and self-adjusts to the correct current automatically. Temporal 3 or Continuous tone options continue to be available, in either an Electromechanical or 3kHz pattern. Aesthetics. 5pectrAlert selectable output. horns, strobes, and hornlstrobes incorporate the same stylishheri alit pleasing appea an e ac oss the entirerprod P nets, fox a con- sistent and ae Y SpectrAlert Current Draw Candela Series Settin 51224MC 15 Strobes 15/75 30 75 110 P1224MC 15 Harn/Strobes 15/75 30 75 110 H12/24 Horns F1MR Operating DC Operati ng Current-FWR Op erating pC Ope Curren rating t-Horn Harn Current-Strobe Str obe Curren mA t-Horn RMS mA RIMS)Audibility mA RMS)mA FtMS) 12V 24V 12V 24V dBA 12V 24V 2V 24V 112 64 127 59 135 74 127 69 93 90 158 160 20$209 59 45.7 57.5 44.4 57 75 112 64 127 69 45.7 57.5 44.4 57 75 135 74 127 57 75 93 90 57.5 57 75 158 160 57.5 57 75 208 209 57.5 57 75 45.7 57.5 44.4 SpectrAlert Mounting and Operation Selectable Horn Tones Candela Selections For strobe candela selection, adjust slide switch located on the 7ernporal low volume Electromechanica 3000 Hz Interrupted rear of the product while watching the viewing window on the side of the reflector. High Volume Electromechanical 3000 Hz Interrupted Permissible Candela Settings candela pperating voltage Non-Temporal low Volume Electromechanical setting 3000 Hz Interrupted a.zv zav 15 OK OK High Volume Electromechanical 15/75 oK oK 3000 Hz Interrupted 30 OK 75 oK DIP Switch Operation Factory pIP Switch 110 oK OFF ON Default ViewingV...._. goiaa-0o Low ~ High o ~ Temporal ~ Non-Temporal ~ o ~ Eleciromech. ~~ 3000Hz o o base (rear) Aoiio•ao Typical weatherproof mounting with universal pia#e i~ro A0120L B-36 x 1/2" Flat Head Screw (4 total) LocKing rtlo Far Plate Gasket SpectrAlert Ordering Information Model pesaription Model Description 12/24 volt, redb H12/24 Horn, 12/24 velt, red P1224MC e,Selectable Output Horn/Stro H12/24W whiteMorn, 12/24 volt, P1224MCW Selectable Output Horn/Strobe, 12/24 volt, white H12/24K Horn, 12/24 volt, red, weatherproof P1224MCP Selectable Output Horn/Strobe, 12/24 volt, red, Accessories plain housing table Output Horn/Strobe, 12/24 volt, l MDL Sync•Clrcuit Module, red P1224MCPW ecSe plain housingwhite MDLW Sync•Circuit Module, white Selectable Output Horn/Strobe, 12/24 volt, red, MDLA Sync•Circuit Module, red, Canadian model p1224MCK weatherproof Sync•Circuit Module, white, Canadian model P1224MCSP Horn/Strobe, 12/24 volt, red, IS MDLWA Small Footprint Mounting Plate, red, far single- housingFUEGO SMP gang back box 51224MC Selectable Output Strobe, 12/24 volt, red W Small Footprint Mounting Plate, white, far single- 51224MCW 12 24 volt, white Selectable Output Strobe, / S-MP gang back box Selectable Output Strobe, 12/24 volt, red, plain 88S Surface Mount Back Box Skirt, red 51224M CP housing BBSW Surfaoe Meunt Back eox Skirt, white 51224MCPW Selectable Output Strobe, 12/24 volt, white, Universal Mounting Plate (replacement), red plain housing 12/24 volt, red,b p.MP MPWD Plate (replacement), white Universal Mounting 51224MCK e, welathe pl oof tput Stro W 88 Weatherproof Back Box 51224MCSP Selectable Output Strobe, 12/24 volt, red, FUEGO" housing Notes y MEA, ULC. Agency Listings -Indoor models: UL, ULC, FM, CSFM, MEA. Weatherproof models: UL, CSFM (strobe onl ), All of these SpectrAlert products are designed for walldmount only. All weatherproof models m s use weatherprooAf back box model WBB. instal anon r the a uivalent facilitation clause of the ADAAG (sec. 2.2)•IH5/75 candela suobsoorrhor ~ of of less than 75 candela strobes may be permissible un 5 the person or enmmended fog20e fi20a too s oreless° determine the acceptability of less than 75 candela stro es strobes are reco System Sensor Sales and Service stem Sensor HeadquartersS System Sensor Canada 7 System Sensor In China Ph: 86 29.524.6253 y 382~i Ohio Avenue Ph: 905.812.076 Fx: 905.812.0771 Fx: $6.29.524.6259 St. Charles, IL 60174 System Sensor in Singapore Ph: 800/S~N50R2 System Sensor Europe Ph: 65.6273.2230 Fx:630/377-6495 ph: 44.1403.891920 Fx:65.6273.2610 pocuments-on•Oemand Fx:44.1403.891921 800/736-7672 x3 www.systemsensor.com ht to change prodi uct specifications without notice. 2004 System Sensor. The compan gyreservesther System Sensor -- Far East P h: 85.22.191.9003 Fx :85.22.736.0580 System Sensor -Australia Ph: 613.54.281.142 Fx :61.3.54.?.81.17 2 System Sensor -India Ph: 91.124.237.1770 x.2700 Fx: 91.124.237.3118 System Sensnr - Ru551a P h: 70.95.937.79$2 Fx : 70.95.937.7983 A05U325-003.5/04•#1200 Engineering Specifications Strobe Strobe shall be a System Ses are Sprmitted~Thestrobe shalhbe wired as a prim ay signalingenotoficationrappliance and where ceiling mount strob p shall flash at 1Hz over the strabe's entire operating range. The strobe light shall consist of a xenon flash tube and assac~- ated lens/reflector system. Horn/Strobe Cambinatlon listed to UI. 1971 and UL 461 and be approved far fire Horn/strobe shall be a System Sensor SpectrAlert Model protective service where ceiling mount harn/strolover itspentiretaperatingo nger The st lobe lightshall cons strofsa xenon ing notification appliance and shall flash at 1H flash tube and associated lens/reflector systemn and aononhelmporal ontinuousppatttern Theseiapt onspsthallsbe selected option to switch between a temporal 3 patter by amulti-position switch. Strobes shall be 1?I shat o grate on alcoded or no ncoded power supply.of factory installe jumper wires. The horn on horn/strobe mode P Note: The strobes must be powered continuously for the horn to operate. General Specifications Indnor Operating Tcmprrature 32° to 120° F (0° to 49°C) Vdeight 5.3 oz. (150 grams)pimE~nsions 6.8" diameter Mounting 4"x4"x11/2" back box SpectrAlert Mounting Diagrams Mix. Humidity 95% as tested per UL464 Strobe or Horn/Strobe with Mounting Plate 000 00 T~ ; Strobe or Horn/Strobe with Accessory Back Box Skirt Electrical Specifications Opt:ratin~? Voltage 24 VDC and FWR unfiltered Input. reYrnlnalS 12 to 18AWG Operating Voltage Range 24V, 16-33 V Nate: 177cd models tested at 20-33 V FWR and 16-33 VDC Operating Voltage Range w/5ync•Circuit 6~049,446t NumUcrs Module 24V, 17-33 V 6,057,778 Note: 177cd models tested at 21-33 V D424,465 FWR and 17-33 VDC Current Draw t fnclu highDlowendptd® e Ifmits.end NOTE: All SC and PC strobes were on ly tested at the 1 6-33 Volt-F WR/DC limits. This does no RCryC gCM z Model No. FWR Max. Operating Operating Operating q eratingP Current Horn Current Current Current Horn Horn Audibility Strobe mA RMS)l Strobe mA RM5) (mA RMS)mA RM5) (dBA) Red White Voltage aCande Ceiling-mount SC2415 SC2415W 24 15 68 64 78 Strobes SC 241575 SC241575W 24 7715/75 5C2430 SC2430W 24 30 107 113 SC 2475 SC2475W 24 75 197 205 5C2495 SG2495W 24 23995 274 SC 24115 SC24115W 24 115 298 325 SC 24177 SG24177W 24 177 399 489 557 57 75 Ceiling-mount PC2415 PC2415W 24 6815 64 78 57 5 7557 Horn/Strobes*pC241575 PC241575W 24 7715/75 557 7557 PG2430 PC2430W 24 30 107 113 57 5 57 75 PC2475 PC2475W 24 75 197 205 57 5 57 75 PG2495 PC2495W 24 23995 274 557 7557 PC24115 PC24115W 24 298115 325 557 7557 PC24177 PC24177W 24 399177 Ogg peak Current (mA)In-rush Current (mA) Sync•CircuitT'"MDL MDLW Average Current (mA) FtAIR qC FWR qC FWR Module qC 12 30 31 g7 122 12 10 35 37 198 262 24 11 15 echanical ton and high audibility.e nt draws a ssume horn is s et at tem poral 3, electrom Horn/strobe cu rre Selectaple Horn Tones Terporal I Low Volume High Volume Nan-Temporal ~ Low Volume High Volume Electromechanical 3000 Hz Interrupted Electromechanical 3000 Hz Interrupted Electromechanical 3000 Hz Interrupted Electromechanical 3000 Hz Interrupted Spectrplert Dimensions 2.a° 6.8" SpectrAlert Ceiling Mount Strobe Ordering Infor mation Model Na-Descriptlan SC2415 Ceiling-mount strobe, 24 volt, 15 candela, red SC2415W Ceiling-mount strobe, 24 volt. 15 candela, white SC241575 Ceiling-mount strobe, 24 volt, 15/75 candela, red SC241575W Ceiling-mount strobe, 24 volt, 15/75 candela, white SC2430 Ceiling-mount strobe, 24 volt, 30 candela, red 5C2430W Ceiling-mount strobe, 24 volt, 30 candela, white 5C2475 Ceiling-mount strobe, 24 volt, 75 candela, red SC2475W Ceiling-mount strobe, 24 volt, 75 candela, white SC 2495 Ceiling-mount strobe, 24 volt, 95 candela, red SC2495W Ceiling-mount strobe, 24 volt, 95 candela, white SC24115 Ceiling-mount strobe, 24 velt, 115 candela, red SC24115W Ceiling-mount strobe, 24 volt, 115 candela, white SC24177 Ceiling-mount strobe, 24 volt, 177 candela, red SG24177W Ceiling-mount strobe, 24 volt, 177 candela, white PC2415 Ceiling-mount horn/strobe, 24 volt, 15 candela, red PG2415W Ceiling-mount horn/strobe, 24 volt, 15 candela, white PC241575 Geiling-mount horn/strobe, 24 volt, 15/75 candela, red System Sensor Sales and Service T l SpectrAlert r-2.4" ~ ng Mount Horn/Strobe PG241575W Ceiling-mount horn/strobe, 24 volt, 15/75 candela, white pC2430 Ceiling-mount horn/strobe, 24 volt, 30 candela, red PG2430W Ceiling-mount horn/strobe, 24 volt, 30 candela, white PC2475 Ceiling-mount horn/strobe, 24 volt, 75 candela, red PC2475W Ceiling-mount horn/strobe, 24 volt, 75 candela, white PC2495 Ceiling-mount horn/strobe, 24 volt, 95 candela, red PC2495W Ceiling-mount horn/strobe, 24 volt, 95 candela, white PC24115 Ceiling-mount horn/strobe, 24 volt, 115 candela, red PC24115W Ceiling-mount horn/strobe, 24 volt, 115 candela, white pC24177 Geiling-mount horn/strobe, 24 volt, 177 candela, red PC24177W Geiling-mount horn/strobe, 24 volt, 177 candela, white Accessories MpL Sync•Circuitr'" Module, red MDLW Sync•CircuitT"' Module, white BBSC Surface-mount back box skirt, red BBSCW Surface-mount back box skirt, white System Sensor Headquarters ado Phst~ System Sensor in China Ph' 86.29.524.6253 3825 Ohio Avenue 05 812 0 67 812.0771Fx: 805 Fx: 86.29.524.6259 St. Charles, IL 60174 Ph: 800/SENSOR2 System Sensor Europe System Sensor in Singapore Fx:630/377-6495 ph: 44.1403.89192()Ph: 65.6273.2230 73.26106?Fx:65Oncuments-an-Demand Fx:44.1403.891921 800/736-7672 x3 www.systemsensor.cam System Sensor -Far East Ph: 85.22.191.9003 Fx: 85.22.736.65$0 System Sensor -Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor -India Ph: 91.124.7.37.1770 x.270D Fx: 91.124.237.3118 System Sensor -Russia Ph: 70.95.937.7982 Fx: 70.95.937.7983 A05-102~r006.5/04•#1210 p 2004 System Sensor. The company reserves the right to change product specifications without nonce Page 1 oil A11;ronixAL802UL-ADA Overview The Altronix AL602UL-ADA is an extremely cost effective 8 amp voltage regulated remot opt AOA supply/battery charger. The AL802UL-ADA may be connected to any 12 ez2ansionF( upp rm Control Panel FACi')• Primary applications include Notification Appliance Circuit (NAC) p ower to support system accessori Class B anid onle (1) Class Aed and requirements) and will provide auxili 4y Class B, two (2) Class A or two (2) wire filtered 24.or 12 volt power via four () outputs for powering Notification Appliance Circuits. Additionally, a separate 50mA auxiliary output with reset for four (4 - rated supply current can be di~and aen beendependenNy programmed for smoke detectors. The 8 amp be programmed for Input to Output notification appliances. Each output is rated at 2 amp max., Steady, Temporal Code 3 or Strobe Synchronixatlon. All outputs may rovides Independent loop Follower Mode (output will foltoZ oupuu[s. The AL802UL--ADA in non-alarmeconodpit~ ouble fthei FACP w ll be of 4 amp is achieved by paralleling p there are common trouble supervision for Class Aand/or Class B FACP NAC circuits. In the event o a o p notified via the AL802UL-RDA's steered Input (input 1 or input 2). In ad it~on, which are used to Indicate general loop/system trouble. A Comm ~ACoPuble output terminals (N.C., C, N.O.) input is provided foan bei canine ted t AL802UL--ADAs inputs. These inputsecan thenAbPdir'ected to control signaling outputs c outputs. supervision and power delivery to any combination of the four (4) Specifications: Agency Listings: L Listed UL1481 - PoweroSuppl esofor'Fire P otectivei5 9nan ng 5yst msnd U CSFM - Cahfornla State Fire Marshal. MEA -NYC Department of buildings. N~pq 72 Compliant. Input: power input 115VAC 60 Hz, 3.2 amp. Two (2) Class A or two (2) Class B FACP input. Two (2) NC dry contact trigger inputs. Dutput: ulated power limited outputs. Field selectable 24VDC or 12VDC voltage reg 24VDC or 12VDC rated @ 8 amp max. Typical 8.6 mV output voltage ripple. Separate SOmA auxiliary output with built-in and remote reset capability. Two (2) outputs may be paralleled for more power on an indicating circuit. programmable supervised indicating circuit outclass gour (4) Class B or Two (2) Class A or One (1) Class A and Two (2) Filtered and electronically regulated output. Battery backup: Built-in charger for sealed lead acibattery whenbatteries. Automatic switchover to stand-bY AC Fails, Zero voltage drop when switching over to battery backup. rotection. Circuit breaker battery p Supervision: ZBVDC). AC fail supervision (form "C" contact, 1 amp / Factory set for 1 minute with optional 6 hour delay setting (field selectable). Battery presence and low battery supervision form "C" contact, 1 amP / 28VDC). AL802UL-ADA NAC Power Exi~ender 1JI'~ '~. , . Fi Sa. AltronixAL802UL-ADA t7utput loop supervision steered to input 1 or input 2. Visual Indicators: Input and output status LED indicators. Special Features: Two (Z)-wire horn/strobe Sync mode allows audible notification appliances (horns) to be silenced while visual notification appliances (strobes) continue to operate. Temporal Code 3, Steady Mode, Input to Output Follower Mode (maintains synchronization of notification appliances circuit). March Time. Compatible with 12VPC or 24VDC fire panels. Indicating circuit trouble memory. Common trouble input and output. Additional Features: Unit includes power supply, red enclosure, cam lock, open frame transformer and battery leads. Thermal and short circuit protection with auto reset. Enclosure dimensions: 15.5"H x 12"W x 4,5"D AL$DOULADA - NAC PS 12/24VDC 8A 4 Output s~ About Using Installation Instructions/ Product GAD PQF Files Spec Sheets Search Page Wiring t7WG Page 2 oft Home - f?roduc...ts. -What's New - Techlips, - prgfile _ Contact Us - Product Overview Operates on either 12V ar 24V Widest range of candela options: 12V: 15 and 15/75 candela 24V: 15, 15/75, 30, 75, 11.0 candela Easy candela selection Lower current draw Easy DIP switch selection for horn options Easy mounting with QuickClick'" Synchron-zable with MDL 5ync•Circuit'" module Meets UL~.971, NFPA72, and ADA signaling requirements The models P1224MC, P1224MCW, 51224MC, and 51224MCW incorporate a new patent-pending voltage booster design that has a more consistent flash bulb voltage over the range of candela selections. The benefit to the customer is a high quality strobe device. UDC Li5TE0 Cs5A9V6a2NK17`~5A 55512 CSSh9V702NK13751 sauu SpectrAlert° Selectable Output Strobes and Horn/Strobes offer enhanced features that include the widest range of candela options available and the capability to rec- ognize and self-adjust for either 12 or 24 volt operation. With an overall feature set that combines performance, installation ease, flexibility, and a consistent, aestheti- cally pleasing appearance, the SpectrAlert Selectable Output devices provide bath the innovation and efficiency synonymous with the SpectrAlert name. Performance. SpectrAlert selectable candela wall-mount strobes and horn/strobes offer key performance features long associated with the 5pectrAlert name. The select- able candela strobes and horn/strobes offer average current draws that are not only lower than conventional fixed-candela 5pectrAlert products, but also lower than simi- lar selectable candela products. By consuming less current, the ability to connect even more devices per loop is possible, resulting in a lower installed cost. installation. 5pectrAlert selectable candela strobes and horn/strobes offer the same installation-friendly features synonymous with the SpectrAlert name, such as the option of 2- and 4-wire operation; the ability to use standard size backboxes with no encroachment into the box; and, universal mounting incorporating the labor-saving QuickClick'"' feature. Such labor-savings features make wire connections simple and fast, Further reducing installed cost. t=lexlbillty. SpectrAlert .multi-candela strobes and horn/strobes offer the broadest range of candela options. In addition, the selectable candela strobes and horn/strobes can operate on either 12V or 2.4V, with no setting required; the device recognizes and self-adjusts to the correct current automatically. Temporal 3 or Continuous tone options continue to be available, in either an Electro-Mechanical or 3kHz pattern. Aesthetics. 5pectrAlert selectable candela strobes and horn/strobes incorporate the same stylish., low profile design of the conventional 5pectrAlert products, fora consis- tent and aesthetically pleasing appearance across the entire product line. 5pectrAlert Current Draw Tables Strobe Only AVERAGE MEAN CURREN7 (mA) PEAK CURRENT lmAj IN RUSH CURRENT (mA) A~32V I I I AL~4Y I I I At 12V I I 191~4Y I I 13i~ZV I I I AS 14Y 9.5V 12V 17.5V 15V 24V 33V 9.5V 12V 17.5V 16V 24V 33V 9.5V 12Y 17.5V 16U 2qV DC IFWR OC 1rwR [1C ~ FWR 0C IFWR OC IFWR DC 1 FILAR DC IFWR 0C IFWR DC I FWR OC IFwR DC l FWR OC I FtiL'R OC IFwR DC ~FWR DC ~ FILAR DC IFWR DC 1FwR p0 110 ~ NA I NA ~ NA I NA ~ NA ~ NA ~194~ 1711130 11811031 93 ~ NA ~ NA ~ NA I NA I NA ~ NA 13661506 X3141 370 12701 434 ~ NA I NA I NA ~ NA I NA ~ NA ~ 95 11131131 181 Horn/Strobe 15cd: Default Selects Hlgh/Low Temp Txne Yalume /Nan Electro-Hlgh Temp __ mech.Non Low Tem Non 3000 Hz High Tem Interrupt.Non Low Temn Non I: Horn/Strobe 15/75cd: Default Selects High/Low Tem^ 7xi3H VOlume Non I Electra High Tem 1 171ech.Non 1 Low Tem Nan 3000 HS High Tem Interrupt.Non Low Temp t:urrerrt Draw Measurements (Average RMS Method) AVERAGE MEAN CURRENT (ntA)Note: The 12V 15/75 cd strobe was only tested at the 9.5-17.5 A~12v volt-FWR/I7C limits. All other 12V strobes were only tested at 9.5v 1 2v n 5v 1 6v 2 av 3 3v rthe8-17 5 volt-FWR/DC limits All 2~FV strobes l t dOCpWRpCFWRDCFWROChWRlxFWRDCFIVRwereonestt 04 87 72 65 59 52 62 55 58 50 58 53 at the 16-33 volt-FWR/DC limits. This does not include the 80Yo os sz 80 71 6s 61 71 e3 69 sr 7a s7 low end or 110% hi h end volts a limits.g ~02 87 70 62 56 50 58 53 53 46 53 49 04 89 73 66 fit 54 63 57 58 52 63 59 05 88 73 66 60 54 83 58 6tl 52 59 55 Strobe t)nty: 11 94 82 73 73 64 74 65 73 65 77 71 AVERAGE RMS CURRENT (m.A) 03 87 70 63 57 51 59 53 54 47 54 51 At 12y A1,2~tL 05 89 74 67 63 56 64 58 61 54 fib 80 9.5V 1.2V 17 5V 1 8V 24V 33V CBndlla t>C FWR OC FWp DC FWR DC FWp tic F1vR OC FWR 15 105 110 74 77 5fi 63 fi0 65 47 58 44 59 AVERAGE MEAN CURRENT (mA)15 75 124 149 89 89 67 72 72 75 55 64 49 64 Ac1zv At 24V 30 NA NA NA NA NA NA 92 111 67 96 59 89 9.5V I 12V I 17.5V 16V I 2aV I 33V 75 NA NA NA NA NA NA 161 161 117 121 94 SOfi k: I EwR x I RwR oc I FwR DC IrwR OC I FWR DC I FW R 110 NA NA NA NA NA NA 210 209 150 151 120 131 122 114 84 72 65 58 68 61 59 51 57 52 Harn/Strobe 15cd: 124 116 87 78 70 82 73 65 64 57 67 61 DefauR Selects 125 118 87 76 69 62 73 64 66 57 63 58 131 121 96 $3 82 72 84 73 79 70 81 7A Hlghj Law Tamp 123 114 84 73 68 59 69 61 60 52 58 54 Tone Volume /Non Non X125 118 BS 77 72 64 74 66 67 59 7tl 63 Electro- High Tem mech. Non Horn/Strobe 30cd: Horn/Straba 75cd: Low Tem Oat3ull Selectti [SA4E MEAN l'~1NNf.N; ~r~+A: Dotson BnlnctS AUCHAUF WCAN .'UPRCbr tmAt Non dj 2AV ~X 3000 Hz High Tem HigryjlAw temn 16v 24v 33v Mlgh/lmv Tmm~ 76V 7av 3:RV interrupt. Non Tonr Volume 'Nan x RwP x a x Fw TUn? Yglwna Nun x F A op Fw LOW Tem Electro- Hlgh Tem 9x 93 73 80 71 73 El.atra• Hlgn Tem 154 13811° 102 99 87 Non mach. Nan 99 103 84 91 8) 87 mech. Nan 163146147113 1 101 Lew Tem 86 91 68 76 66 69 Law Tem 3°''D 138 111 98 94 83 Nan 91 95 73 82 78 78 Nan 155 lAOllfi 1n41 92 Harn/S#robe SS/75cd: 300D Hi Hlah Tem 91 94 75 82 72 7S 300° Hz Hlgh Tam 1S5 139 1181x4 0 B9 Dorault SCIECts Interrupt. NM 102 1D3 88 95 90 91 IntelrulH. Non i66 3A8 131117 18105 Law Tem 87 91 89 77 87 71 Low Tem 151136 112 99 95 85 Non 92 98 78 89 79 en Non 158 141 119 1x8 0 94 High/LaW Temp Harn/Strobe 11Ucd: DCFjuI( $elacts InvY.AAa[n htlgh; Law Tmrp GV r ValUme Nen nC Fwa Electro-Hlgh Tem 204 179 mach-Nan 213 187 Law lamp 200 177 Non 205 181 3000 Hi Hlgn tam 205 380 Interrupt.Nan 23fi 199. Law Tem zx1 1n Non 206 182. Tnne Volume Non Electro-High Tam 1 mech.Non 1 Ewf: t:I1RFENT rrAl LOW Tem 1 1-~-ti x 4FwA OC •FwA 3000 Hi High Non 1 Tem 1 46130 21108 interrupt.NOn 1 571A3 37122 41126 1 lD4 LaW Tem 1 Non 1 AVERAGE RMS CURRENT (mA) At..121l. A3._29v. 9.5V 12V 17.5V 16V 24V 33V OC IFWR DC ~FWRI pC IFIYR DC ~fWRI DC IpWRI DC IFWR 86 189 173 1 80 176 181 170 1 82 177 1 91 AVERAGE RMS CURRENT (mA) DC IFWR I DC~IFWR I Dc I FWR I OC ~ FWR I OC~ R I OC31 iWR 15711011101 ~ 84 1 89 ~ 88 ~ 91 ~ 78 ~ 88 ~ 82 ~ 96 Horn/S#robe SOcd: Horn/Strobe 75cd: DedsulL 6'If-Ctb AYfnA.F PMS f.ITrn'FM1 ImA) D¢}~uIt SEILCtS A6FkAfE nrns c~:xnF.M;~R.t a~zLY nl..zM1t High/Law 7ann 1GV 24V 33V n:gn/Law temp 16V Z4v 33v Tenn Vnlume /Nnn ~ FWA pC f'wA pC FwR ;nAe ':nluma /Non x fWa x EwA pC iWR EleatrP Hlgh Tem 106 324 86 1D5 84 13D pleaVa• High TP.mp 175 174 136 140 1 17t mech. Non 320 337 104 323 D 331 mach Non 189 187 154 158 4 151 Low Temp 100 339 78 98 Bl 103 Lpw~~7em 189 169 128 133 i 123 Non 107 125 87 108 89 115 Non 376 175 137 143 2 135 3000 H: Hlph Tcmp 107 125 87 07 87 112 3000 Hz High Temp 17F 175 137 142 2 137 Interrupt. Nan 123 139 108 126 134 Interrupt. Nan 92 189 15 161 14 354 Sound Output Guide oefault Selects UL Reverberant Raom Low Tem~,lo3120 79 99 77 lD3 Low Trm 17o17D12913a31 x23 Nan 10R 127 90 130 92 118 Nan 377 177 340145 27138dBA~ volts OC 1.$.17:~24 Temporal LDw Volume Electromechanical 70°74`76 7G 80 81 Harn/Strabo 11ped: 3000 Hz Intertupted 1"75 78 77 80 Z Oe'av?t 6e;eocs avice: ;:e ai+; e+ra:eNT lrx: Hi h Volume Electromechanical 76 7y 81 81 82 84 Hign/Lea Tunlp 18V sizsY 24L 3 3V 3000 Hz Interrupted 77 81 8.3 82 84 85 nee •+a!:,me _.L%an UC FtkP pe Fwe oc DNt Electro Hign Temn 224 222 169 170 45 15: I~iOll^LbVr VDII]11TC Electromechan lC.ll 7S 78 81 81 34 B6 mech. Non 238 235 184 188 67 17E Temporal 3000 Hz Interrupted 76 79 83 82 85 87 Lpw 1 Htgll VOIDITtI'Ell'CTrCImeCl1a111Ca1 83 86 SJ 87 88 Np 3000 H7 Nigh Temp z2s 225 223 223 17e 170 v3 172 so 4A lst 15i 3000 Hz Interrupted 81 8i 87 86 88 88 In3err~~t. Nan 241 237 191 191 170 175 This tone only suitable Eo r private made use as rated v oltage as tested by U L. Low Tcm Nan 219 226 218 225 162 1P3 164 175 38 53 14E 1G: SpectrAlert Ordering Information Avg. mA*Avg. mA* Red White Voltage Candela Nom. VpC Nom.FWR** Horn/Strobes P1224MCK 12/24 Selectable: 15, 15/75, 30, 75, 110 cd Strobes 51224MCK 12/24 Selectable: 15, 15/75, 30, 75, 110 cd Accessories Sync+Circuit Module MDL MDLW 12/24 NA 10/11 12/15 Sync•Circuit Module (for Canada)MDLA MOLWA 12/24 NA 10/11 12/15 Small Footprint Mounting S-MPW NA NA NA NA Plate for Single Gang Only S•MP Surface Mount Back eox Skirt 885 885W NA NA NA NA Universal Mounting Plate (replacement)aMP D-MPW NA NA NA NA Notes: Agency Listings- Indoor models:uL, ULG, FM, CSFM, MEA, weatherproof models: UL, CSFM (strobe only), MFA, ULC. roof models must use weatherproof back box model WB6. Installation of less than 75thrAlllweaepy.Ail of these SpectrAlert products are designed for wall mount on rmissible under the equivalent facilitation clause of the ADAAG (Sec, 2.2). However, it Is the responslGllity of the person or entity designing b e pecandelastrobesmay i th x 20 rooms tability of less than 75 candela strobes. All 15/75 candela strobes or horn/strobes are recommended for 20 acceneethefirealarmsystemtodeterm p or less. Current draws assume horn is set at temp 3, electromechanical tone and high audibility. FWR =Full Wave Rectified System Sensor Sales and Service stem Sensor HeadquartersS System Sensor Canada System Sensor In China System Sensor -Far East System Sensor -India 700y 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.524.6253 Ph: 85.22.191.9003 Ph: 91.124.637.1770 x.2 St. Charles, IL 60174 Fx: 905-812.0771 Fx: 86.29.524.6259 Fx: 85.22.736.6580 Fx: 91.124.637.3118 Ph: 800/SEN80R2 System Sensor Europe System Sansar in Singapore System Sensor -Australia Fx: 630/377-6495 ph; 44.1403.276500 Ph: 65.6273-2230 Ph: 613.54.281.142 pocuments-on•Oemand Fx:44.1403.276501 Fx:65.6278.2610 Fx:613.54.281.172 800/736-7672 x3 www.systemsensor-com 2003 System Sensor. The company reserves the right to change product specifications without notice.A05-0366-000.10 i 03 • #1173 i r~ r ~ I ~ PLANS EXAMINING REPORT Cit Hall (612) 295-2711 I~~qt ~~1~~~1~ 250 1/A5T BROADWAY, ~O EOX 1 147 Building Inspections (612) 295-3060 1VIONTICFLL[~ MONTICE;LLO, MN 55362 (E 12) 295-4404Fax February 2, 2005 WALMART SUPERCENTER #3624-04 School Boulevard & Cedar Street. Monticello, Minnesota 5.5362 pWNER: Wal-Mart Realty Inc. 2001 - 10''' Street SE Bentonville, Ark~nsns, 72716 ARCHITECT OF RECORD: Boice - Raidl RHEA Architects 6700 AnItOCh Pla7.a Suite 300 Merriam, Kansas, 66204 Chris M. Rhea FAX 913-262-6913 Attn Dan 7'Ire ~1t•clrttcac~t of ~ ~i'c'ccrrcl r-rrrrr~'`l rthavE~ rrtttst rc~trd thi:a -°cA~t)rt trnrt r•c~sporz~l iwx ~+>r•itirx~ trr ecrc~/r ttc~rrr hcrreitt rrrrcC apl)'crrr•rrtri ern the A,l)lrrc~vecl .Irrla C'capb~ rrf the pr)ra~rl ~r"et`ies~ lff llxre.G'su~ fe~t ~ r•rsft c°t r1 rll lice lease lae aware that tlrrs re~.rtrr"t i,s rrrrrrc•crrrc°lusrvc. ~~clclrtrc 12~Dir7n arttil C"crtifr"c•atcr of~()c°crtpu,rclr i,ti~ issrretl l~)' Nrc 13uilclirr~; ()•ffreicrl. Please address all responses to this report to 612)271-3214 Building, Mechanical & Plumbing Fredrick H. Patch - Luilding Official 612) 271-3214 Fire & Life Safety Cade Fredrick H. Patch - Building Official (61~) 295.271 I Mark Waller -Fire Chief Land Ilse/site Design/Landscaping Fredrick H. Patch -Zoning Administrator (612) 271-'214 Jeff U'Neill -Assistant City Administrator (612) 271-'215 612) 541-4800 Grading, Pavin~4., Drainage & Utilities Bret Weiss -City Engineer (( i 12) 271-3271 John Simola -Public Works Director 612 271-3274 Matt Thiesen -Water & Sewer Superintendent ( ) Food Service/Commercial Kitchens Minnesota State Department of Health -St. Cloud (320) 255-4216 1'lre A~-chmtec,t taf }tic€)rci is rutipc?it:~thle for rGVic~virt~ aaicl ca~orclttratirt~ ,tNl tli~; clocttr)Ie:nts stili-rtiltcil i~t applit;tttit~t~t liar ~t }?ertnit, it~.c}utir~;_thc~sc.~~.~trcc} try' trlher~ l'1.7~ .~1rc.ltitcct o.(` 12.cc(~rcl rrrttst rc°~ei~~e_ 7-~,v.it:ra at~cl co(tt~drttttt.; tll ra.5pz~n~~'s to the. It~tn~; r~ie.ntifred i.lt tl~r~ re'l7ort. Responses to this report shall be considered deferred submittals. The defen~ed submittal Official.711 not be must not be installed until their desi~~n and submittal documents have been approved by the Building All deferred submittals must be certified by the Architect of Record as havin<~ been `rev/etivcr~ arrrl f(Jl/r7(1 to he rr/ ~=~r/er~rl cnlaformc7nce. with the dcsi~rr of the 6/lilcling" (Ref) Page I i~i,~,~.,~,,.~ Ear NO. 5 8 10 tl 12 13 PLAN OM MENTS SHEETI ('OUE 17"F. M REFERENCESPECCHECK-OFF SECTION ICATIONS AND SEPARATE MSI3C APPL1SEPARATEPGRMI r the installation of undergroundfo PERMITS ARE RE IJIRED - LP tanks and fueling fuel storage tanks, pump islands, gas canopy, City Code equipment. MSf3C Ch. 1341 Provide AUA Transaction/Service Counters -provide at each service counter but not less th~.m unc. with a portion o tAI 07201341 or service window location. five percen nter that is at least 36 inches in length with a maximum height of 36 d i ADAAG 7.2 n athemaincou inches above the door. Accessible counters or windows shall he provide hout the building or facility. prominent location: and evenly dispersed throug IBC- y(14 2,1 Separate Permit Iequired For Type 1 Kitchen Exhaust Hood Fire tion will include a trip lest of at1V Allsul final inspecSuppressionSystem. - 1 System/s. IFC 9116 Portable Fire Extinguishers - Provide portable lire extinguisher location plan st be installed in each AI to l3uilditlg Official. Portable lire extinguishers nnr rea and adjacent to each exterior exit i on a conlntercial cooking/trod preparat cr II'C Cha ter 906. Addition of a lire i ons doorway. S ecif ~ t ' e. size and locat is highly recommended. Provide K Class - (i liter fryersblanketintheareaofthe portable lire extinguishers in kitchen area. Additional portable lire extinguishers may' be required by Building Official or Fire Chief upon (final inspection. ChiefFi Fire Ue artment Lock Boxex - install two (2) fire Department lock boxes (~ -0" t to fire Dept. entry door I ~.P'rcA1 alcove grade to bottom of box. Install one adjacen or/s I O I C ,:old l Ol I). Lock boxes must be D orontH;ntryandoneadjacent. to H purchased from (:ity at cost ~i160.82 each. Recycling Space Required -Identify and Provide adequate recycling space at or MSI;C, 47001300 close by the trash enclosure per Minnesota Statutes. AI 113C;Exterior Exit Doors must Be Provided with Panic hardware -Verify that no dtror within this buildin A8 dead bolts flush bolts or throw bolls are allowed on an f an exit device that provides simultaneous unlocking and t oexceptwhenpar Revise door schedule and inform door supplierls to i on.unlatching by a single act comply as necessary. it delay devices must be identified as to function. manufacturer and Any ex proposed location. all subject to Building Ol~licial approval. SO IgC Structural Engineer must verify in writing acceptability of all loads imposed by partitions and equipment to bar joists and building structure. 50 1130 Shop Drawings Must Be Approved -Structural shop drawings prepared by fabricators must be reviewed and approved by the Structural t:nginecr of Record. No ltnapproved structural strop drawings ,lrc to be on the joh site at any time. Pa~.~e 3 PLAN COMMENTS NO. ITEM SHEET/ CODE REFERENCESPECCHECK-OFF SECTION Vent and Waste Plans - Floor Drains i GPl MPC n,Revise Crease W:+ste Fixtures & Dra tied into the grease waste lisle. Based on review with h14 CiP~ eandhandsinksarenotto only five (>) fixtures are presently required to he connected to ter I'Iun7berMGP3 RWM 1 as the greasy waste line. Contact plumber to deta•mine specilic fixtures. Only those tied onto the grease waste line.ld b e lixtures likely tv receive greasy wash shou for approval. Master plumber vn d I•c-submit Revise drain waste and vent plans an ellt at Start Ot tlttdergrClLltld plpll1g.CCitllrElllthefahsILCwas111tOrllledofthltit in Vehicle Service Pit -must be dry pan drain to remote explosion pfonf mSMI'C MPC l5 pu Vented and waste lines iitr sump nntst he constructed of cast iron pipe. sump. Pump in sump for Vehicle Service l'it must be designed and listed as explosion tilcd design for Building Offcialdtiett proof for this purpose. Revise ,:uld subn7 approval. Crease Trap .Sc Inflammable Waste Trap: MPS16 P4, C)etail2 Bafl9es and fasteners must be plastic and/or stainless stcc . a. i'he tank n7ust be nutrkett io indicate the following: the manuftlcnlre• the b standard the lank is manufactured to, the liquid capacity. designation as a grease holes shall be marked with aMan trap, and the specified wl7ecl lot:ldillg of HS-20. warning not to enter without proper cquipn7cnt. nout on vent line on builCiing exterior, adjacent to tank. li cazeec. Install a full s required for both to insure gas tight and liquid tight ter testManomed.. Manometer test n7ust be submitted to City inspector at or before i on.construct tin7c of final plun7bing inspection. 'Fhe in-place tanks must pass a manometer test h 5 inches of mercury for fiveit with 1-inch of water column or a vacuum test w I1lItlULCS. pl Ills Fllel (ia5 Ga$ Plping-All C(>Otlop ~a5 plping 2" Ill dltln7elef a11d Ie55 InllSl i)C 1115tallcd Itl All blocking andinii 17 M Code g.pvep galvanized steel pipe or approved equally non-corros st be compatible and non-corrosiveingmu supports to be in contact with such pip MI'C no tresilcd wood blocking). t Iran Vent -Both grease trap/tank and inflammable waste trap/tank must be CC 1$ CiP3 MI MPI as vented in cast iron. Verity. Report Required: Provide I IVAC balancing report. after all I IVAC. inlM2000IMC gancBa 19 equipment has been placed into service. il'6 MI'C licat recovery system from Compressor House #1 is subject to Building e tanks/•'I teat Reclaim WaterratZO C)etail2 4711.20?0 go Official review & approval: Hot water s onents of such system must be designed and listed ther comlld47112030 0 poaan1leasers ecilically for such use. All connections within such system and to such 4711.219 sp tem must he made by a licensed Master pll.lnlber. Connections io building MN Rules Chapter 32(i sys n7ust be through insulated open sleeves to prevent 11•eczing of exposed water piping. Water Heater Pan/s Iteyuired -All elevated water heating tanks must be fitted 21 P2 MPC: l at least 4" in depth, capable of directing hot water discharge to safe I,-t over a pal P4 indirect vvustc. Page 4 I'lanexam.~pl NO.ITEM CIIECI:-OFF PLAN SIIEET/ SPEC". SF.C:TION CODE RF.FERENCF, City Water 30 lilt w' 1MC 506.3.11 t;reas 31 type I CnCIOS enclo shaft in Iota The d vent[ Ope111 II1C1tC tiYStCI IMC 11114 1'rovi 32 re frig in ac F i rc Plancs2m,~pt OMMENTS Meter Sizing: Ilease contt>cl Matt Thicscn, Water c'ic 5ewcr Superintend atcr nlcter sizing, bath domestic and irrigation. e Duct Enclosure Required: Grease duct enclosures arc reyuircd for all hoods where a grease duct penetrates a ceiling. wall or Iloor shall be ed from the point of penetration to the outlet. terminal. Ihlcts shall l1e tied in accordance with the International Building Code requirements for construction alternatively. stlbntit manufacturer's spccilications and listing ration for grease duct wrap (i.e. `T'hermal Ceramics/3M I ir[ Master, etc.). act enclosure shall be sealed around the duct at the point of penetration and d to the outside of the building through the use of weather-protected ngs. 'I'hC cnClosure shall be separated from tllc duct. by a minimum of 6 s alld a Itlaxlttlllnl Ot 12 IIICI1CS and shall serve a single grease exhaust. duct ll. de Refrigerant Specifications: Spccil'y quantities of(:I'C replacement erants to be used and stored. tiuch refrigerants muss be used and stored only cordance with the ?00(.1 Intermttionttl Mccllanical Code, C1laptcr 1 l; and the nde. Page 6 F2210.3 Sources of ignition. Sources of ignition shall not be located within 18 inches (457 mm) of the floor and shall comply with Chapter F3 and Chapter F26. Appliances and equipment installed in a repair garage shall comply with the provisions of the International Building Code, the lnternational Mechanical Code and the ICC Electrical Code. F2210.4 Below-grade areas. Pits and below grade work areas in repair garages shall comply witla §h2210.4.1 through ti>~'2210.4. ~. F2210.4.1 Construction. Pits and below-grade work areas shall be constructed in accordance with the lnternational Building Code. F2210.4.2 Means of egress. Pits and below-grade work areas shall be provided with means of egress in accordance with Chapter E'' 10. F2210.4. ~ Ventilation. Where Class I liquids or C,P-gas are stored or used within a building having a basement or pit wherein t7ammable vapors could accumulate, the basement or pit shall be provided with mechanical ventilation in accordance with the International Mechanical Code, at a minimum rate of 1.5 cubic feet per minute per square foot (rim/ft^2) 0.008 m^3/(s • m^2)] to prevent the accumulation of flammable vapors. F2210._5 Preparation ofvehieles for repair. For vehicles powered by gaseous fuels, the fuel shutoff valves shall be closed prior to repairing any portion of the vehicle fuel system. Vehicles powered by gaseous fuels in which the fuel system has been damaged shall be inspected and evaluated for fuel system integrity prior to being brought into the repair garage. ~I"he inspection shall include testing of the entire fuel delivery system for leakage. F2210.6 Fire extinguishers. Fire extinguishers shall be provided in accordance with ti1'906. tiF2210.7 Repair garages for vehicles fueled by lighter-than-air fuels. Repair garages i`or the conversion a-id repair of vehicles which use CNG, LNG, hydrogen or other lighter-than-air motor fuels shall be in accordance with §F2210.7 in addition to the other requirements of §1~2210. LXCI~.PTION: Repair garages where work is not performed on the Fuel system and is limited to exchange of parts and maintenance requiring no open flame or welding. F2210.7.1 Ventilation. Repair garages used for the repair of -iatural gas-or hydrogen-fueled vehicles shall be provided with an approved mechanical ventilation system. The mechanical ventilation system shall he in accordance with the International Mechanical Code and §F2210.7.1.1 and §1~'2210.7.1.2. EXCEPTION: Repair garages with natural ventilation when approved. F2210.7.1.1 Design. indoor locations shall be ventilated utilising air supply inlets and exhaust outlets arranged to provide uniform air movement to the extent practical. Inlets shall be uniformly arranged on exterior walls near floor level. Outlets shall be located at the high point of the room in exterior walls or the roof. Ventilation shall be by a continuous mechanical ventilation system or by a mechanical ventilation system activated by a continuously monitoring natural gas detection system where a gas concentration of not more than 25 percent of the lower flammable limit (LFL) is present. In either case, the system shall shut down the fueling system in the event of fail~u-e of the ventilation system. 1'he vc-itilatioa~ rate shall be at least 1 cubic foot per minute per 12 cubic iect (0.00139 na^3/s • m^3) of room volume. F2210.7.12 Operation.l'he mechanical ventilation system shall operate continuously. EXCEP'TIUNS: 1. Mechanical ventilation systems tl~at are interlocked with a gas detection system designed in accordance with §F2210.7.2. 2. Mechanical ventilation systems in repair garages that are used only for repair of vehicles fi~cled by liquid fuels, odorized gases, such as CNG, where the ventilation system is electrically interlocked. with the lighting circuit. CHAYTF,R F3 GENERAL PREC,ALITIONS AGAINST FIRE F i01 GL;NEKAL, F301.1 Scope. The provisions of this chapter shall govern the occupancy and maintenance ol~all structures and premises for precautions against lire and the spread of fire. tiF301.2 Permits. Permits shall be required as set Forth in §F 105.6 for the activities or uses regulated by tiF306, ~Ii307, §I~308.3, §F'308.4, ~F~08.5 and ~l'i15. r .:; ° r G7 t ,^a l,(k 4Y"t , ~', Afl U1 t lI) ' tt" is i lr'h r.J ! k.N"Y Aid J ! t 4.f! r~ 4!'? t,Q'°d 4JJ i~ ~ "~ 41~ !a`x. tJ ± 1"Y ~ ~, ~ ! l~ t~ ~ t1 ....! ~ 3 r'~ «.J ~ te.aa `,. -, , ""~ _> ~ r~r ,"'."' ~~' ~ r"" ,•^... Y , ~1 Q' ~ t f`WI ~ £"`'d r .y t',J f°,J ~•j ~ ~ ~ C~i T3 fie ' ~ ~: ! ~ "! •''>a C 1 C`l J T_ r +.~ R,^»i Cam? r~ ~ ~ '-' u7 ,ten lfS ~ ~' r~ ,'-~ ~ '.. ,„_ ~'' ''. f~'Y i•"~ ~°! 1 Gr» '~ A, ~,° 4I ;", :,-~ Ali ,~°~ r kl a ,'' A} } ij=i G. AUir, a`+ ¢! ! t."+ AfJ ~,-~ ra". U? :i ! t. `, tf! ~ C! 8 ~-- C~ ,t,."" ti i"w r~ '' ~ U"Y Al? PA All ~ ~. ,~A"a _ t^w,. ' k ' C3., t r £r ~ f~ ~ i i ~ r ~"~ r • ll.l k,iJ t1.1 11.1 ,1..J ALI ~ '~"` r i .1 ~ r a r..1 - ¢ r.a •• ~ ,.. ~ 7 ,....t ' rd ci- C C^i .,:J -•.y f'^J -.t r- C...1 f"^J ''. ~"d ~_ a t'-J f#~ +.i1 tL, :fir ~ Lr i. "~a i 1::, .i». r.l-, ~ <,~7 !~' S. , ,~ ' ter • • ; '""~ "~=e =" f~ j-r h*R :,-, Alyd '•a`, i~A~ ~~, a ~ 1J'~ '17 ~• ~ U • ta! to", U"7 aj ii" A~ ~~"i r?°. ' ~ 4 ta-, c:°, :,". ; ~ .!', ti ? Alj tai, t fi ., , A _ 111 ~~ ,. ,.. Q» ~ C+'~ r f,~^ ~' ' »:' tU d,;l.! LU iJ.3 W ~- W ll.l ~ WI LLd UJ '~" {..,) ~ fC9~w3A to1 try, U7 '.1 ~ ~ ~ ~ 4f'} O d' ' U a ;~~ tl , ,~.,^ .r r e-^ Af'r .--- R1j Rf'3 ~ At7 h^ 4l7 ' Ti ~ ~ ~ . ». ~~ , ,'".r C;~' {L.7 tp t 7 cl~, to°. rD (tit C'`? +r^ Af? c^ 1 ; ,. ...... s ~ ~ ~.~ fi" Q, ,~ w tS~ CC ~r w ,..i <..) ~ k}7 M-» ' I~ <...? r ~ N E+7 C~ ' r w ~ w ~ tt.,6 J ..~.1 °J ~ t t ' Fes-- ' %!? C7= ~ ~ e_'7 ~ r ,` - ~ t;.~1 ~~! r ~ t.1 ~ ~ 1_ to tx~ t- t~ ' u., tx.. ~ I t ~ ~ -:, ru+ -~ ~ t;'i tL ~ Wr t~; ix: Ga"7 ~ ~ dd,J rJ.. CC ~ f.~ it r~ • i~ ~ a:-, Ci -~ "'"'., i M ^R-- ~ a. »r CW r~+ r-~ Cl°r ' ~.q C*# C3 ' t~, ^~:^ tJ7 h"- +~ ~ 1 i 1 ,~ _ ~ t ~ i~ is , w t `rr -^ ti A t~ C~ l ~ p t~ 1 .;,A. t, ~. ,i ,:„:. ,_. ,._ :i".. dl-r i:) AJ'~ tj ,.", A!° ra , .p ~! , f r ', .! if, :~ 4f7 ~.a., tf'i "^F i , U , i,°s t~ ~ ,i~i ., . to t,", 4) tY+ 1~ U`' .. -, i ° i - :,~, t ~y + to , lJ-t :~°, Af"! w r'.~. ii„ u. ..a. !'~,. Al ~:. Cl C.t._ ~ _. u. uan wA ~ u.. ,..,.. iJ_ ia_ ~: ~ ::-:A.. 4.. e tl r , CA {`Y e-~- "r-- 4 / ~ ~~ ~~ ~ .! -,} . y. - ~ _' ~ 4'Y ."Tt 1 LAC! '",~ ^~ t ~ A.,.. , ry 1 ~a a ,-».'-t ("•7 ' dy L ': t'".t r ~ , -i 1 ~'"7 {'""y - - ~ 6 j, I ~ ~~~ F2210.3 Sources o£ ignition. Sourcev of igni.ti.on sktal l riot k]e Lc c:~i~i c~ within 18 incite`; (451 mrn) of t}re floor.' and shall c-:omply wi.t_h Cha.l_F~r F3 and C1-ta~ter' r'26. Appliances and equipment. irtst~alled i n a repair: garage tta Ll comply with tpte prc7visions oi. trte. Intcrnatinr.al ]~'L11id117C~ Code, the Ii1t.E:Y'fldL:lOilci~. Mecrianical Coda and the TCC E, f ec:tr cal Code. F2210.A Below-grade areas. Pits and below grade work areas in repair' garages st-ta.l1 c-ornply with ?~E'l210.4.1 through fir'?.21.0.4.3. F2210.4.1 Construction. Pity; and be Low-c}rae}e work areas shall. be c'.orlstructed in accordance wit}1 the Ilrter.'ndtinnal BL711(.~111C~ Corte. F2210.4.2 Means of egress. Pil_s and below-grade work areas shall be 7rovided with means of egress .i n ac:r..ordance with Chapi_er_F10 F2210.4.3 Ventilation. Wklere (:lass 1 liquids or LP-gas are storee} or used within a building having a basement. or pit. wherein flammal_71e. vat>or:; could ace;urriczlatc~~, the basem~°nt o.r ~>it. shall k7e prov.ic_~eci with mc~c~hanir:al_ ventilation in acc:ordarrcc. wrtYt t.hc 1ntr~rra~atFOr~~luarerfool.aL Cvcte, at. a m i.ni rnurn rate. c>t 1 ..`-i cub_i c feet per minute ~ = q cfm/ft"2) [0.008 m"3/(s rn^2)] to prevent the accumr.clation o.f lammable vapors. F2210.5 Preparation of vehicles for repaix. I'or vehicles ~>owered k7y gasc_~ou~; fuels, the fL1P..l :~}lllt.Ofj valves shall be r_loseci prior to repairi.nq any port_iort of the vehicle Cuc~l systern. Vehicles; powered by gaseous fuels i.n whic}r the fuel system has been damac:aed sYlall be inspected and evaluated for fuel system integrity prior t.o k>e.ing brought. into the repair garage. The inspection shall include testi.nq o[ t_he entire fuel delivery system for leakage. F2210.6 Fire extinguishers. Fire extinguishers shall be provided in accordance with ~F906. F2210.7 Repair garages for vehicles fueled by lighter-than-aix fuels. Repair garages f:or t}le c~onv~~rsi.on and repair of vehicLeS which use (;NG, LNG, hydrogen or ott-ter l.ig}ttr~~r-l.han-air motor fuels shall bc. in aLCOYdanC'E. wit Y] ~F2210.7_ in addition to t}-te other requirements o(- gF2'210. EXCEPTION: Rex>air garages where work .is not ~?er'formed ort t}te fuel system and is Limited to exchange of parts and maintenance r'ec~uiring no open flame or welding. F2210.7.1 Ventilation. Repair c}arages used for the repair of nalUral gas-or hydrogen-fueled veklic_ I.es shall be provided wit}t an ap~7roved mect-tanical vF;nti lation syst~°.m. The rnec}-ianic_al venL.ilat i_on ~;y=;tE=rn shaa l be in ar.cordanc:e with the Tnt.ernat.ivna 1 Mechanical Cc~dc~ artd F2~10.7.1.1 and ~F2110.7.1.2. EXCEPTION: Repair' garages wii_h natural veal:.iiat.iorl whc_n approved. F2210.7.1.1 Design. Tndoor 7ocat.'ion;; shall k~e ventiLaLed utilizing air' supply inlc_ tw, and exhaust outlets a.rranyec~ to ~?rovicie un i.form ai r movornerlt to the ext.enl. ~7ract'rca1. Tnlet.s shall. be uniform]y arranged on exi_er.i ox' walls nc=ar floor' 1PVe1. Outlets v;1-ta I.l bc~ loratc_d at t:hc rigl-t point of tl-te room in exte rior wall :; or the roof . Vent i lal:ion shall be k>y a c-:ontinuous mechanical veni_i] at i.orr sys;tern or' by a mec}lanical vertt.i lation system activated by a coal: inuous I.y moriit_or i ng natura L c~as dc_tc_tr:t i on sys l.ern whF_ re a gas c:orlcerlt.r'at. ion o F not rnore than ?_5 pc reent of thy. Lower f_l ammablc~ 1 Lm i t (LFL) present. In eif.hcr case, t}te system stialL shut down ism fuc~linq s;yst.em in ttte even{_ of :( ai. Lure of the ventilat_i on w;ys - _ The vent. ilati ort rata sha1..L be at. least 1 cuk>ic: foot. ~?er mi.nute per 1.2 cubic: feet (0.001.39 rn^3/s rn^3) of room volc.rme. F2210.7.1.2 Operation. 'The mecharrical veritilat.ion syst.ern sha11 c~x~e r ate con l:.i.nuous.]. y . EXCEPTIONS: 1 . Mer_han.ic_al vcr.aCi.lation systc;,m~: Chat a.re intera.ockcd with a qas detc~cl_ion~yst.em dc=w;igrred in ar..c-ordance witl'r ~I~'2210.7.2. 2. Mechanical ventilaLi.nn systems irr repair garagc~5 that. are uw,ed. on I y for r.e~?air of vehicles fuels<i by liquid fue Ls, odorizc;d gases, such as C"NG, w.Yrer.e the ventilal_.i on sysf::em is electrically i nterloe};ed wii_ rr t: he lic~rrting c: i r suit . CHAPTER F3 GENERAL PRECAUTIQNS AGAINST EIRE F301 GENERAL F301 . 1 Scope. 'I'hE~ prova.;ions of this r_hapi_er shall clovern t:he oc::cupancy ar~cl maintenance o(' all structurew; r~nc~ prc~rnises for ~?recaul.ions against. Fire anc~ thc: spread of firE~. F301.2 Permits. F'erm:iC-s shall be required av; set forth iri ~F'10!;.6 for' ac--:tivit i ~:; or uses rc_c ulatc~d ~ §F30h, ~T~'307, ~F308 . 3, ~F30F3 . !I,the - a Y - _ -- F.;F308 . 5 and ?;E'31 (, . -- F906 PORTABLE FIRE EXTINGUISHEFt5 F906.1 Where xequired. Portable fire oxtirlgu:ishers shall be ins~.alled in the following locations. 7 . In Croup 1~, 1', k'., ;~', H, I M, IZ-1, R-2, R-4 and occ>_apanr.ies. Within 30 feet (9144 rnm) of commercial c_ookirrg equipment. 3. In areas where llammable or combust.i.ble liqu]ds arc' st.c~red, used or dispensed. 4. On eat:}-I floor of st.ructurc~s under conw;truction, except. Group k-3 oc:cupancie~:, irI accordance with ~E'].41~1.1. Wtlerc:~ required by Lhe sect.iorrs i rldic-:at.ed i n Table F906. 1 . 6. Spec i_al-hazard areas,, includ i.nq but. not l Lmi (.ed to 1ak>ora1.OT xe'v;, c:ompu(.er rooms, and generator rooms where required k>y thF~• rode o~fic::Lal.. EXCEPTION: Tn Group ~1, B and ;J oc.c:tApancies equ i.pped thrOUgkrout wiL.h quit-:k-response sprinklers, fire extinguishers shall be required only in special-hazard areas. F906.2 General requirements. Fire exl.inquisher.::; shall. be selce:tcd, installed and maintained in arcordarrce wit.t-I this section and NFl'71 10. EXCEPTION: 7'tIe travel distance to rc~ac.h an ext_inquist-Ier shall not. apx>ly to tho spectal.or seaC.irrq portions of Group A-5 oc<::upances. F906.3 Size and distribution. For occupancies that involve. prima:r:Lly Class 71 fire hazards, the mina murcr sues and di stribut:ion shall compl y w i.th TabJ e F906. 3 (]) E'i r.e cxt] rlgLrr.sY]erS for or_.cupanc:ies involving flammable or c:ombust.i_ble liduids with depths of less than or equal. to 0.25-i.nch (6.35 mm) shall be selec:~ted and plat~ed in accordance with Table h'y06.3(2) fire c_xtinguishor's [or occupancies involvnq flamma.b.Le or combustible liquids wiCh a dc_pth of greater than 0.25-ncYr (6.35 mm) c-~r involving comk~ust. ib] e metal ~: crlall bc~ sel ect_ed and p] aced in zc:cox clan =: with NE'}'7~ 1 (1. Ext. i_ngulskle.rs for' C].ass C [:ire hazards sha Ll be selc t _:_i and placed on the basis of tkie arlticipat.ed Clas,c A car' Class B hazard. F906.4 Cooking grease fires. E'i re eXt. LI1gLA15krers provided for the prol_ ect. Lon of r..ooking gx'ease fires shall be of an a~Iproved type compatibl e with the aut_c~maLic fire:-extinguishing system agent and in accordance with F904.11.5. F906.5 Conspicuous location. )J~:tingu.ishers shall k>e located in consp I cuous 1 oca lions wt-Ier e they wil L be readi 1y acces.~ i blc~ and immedial_ely ~.ivailak>lc for' uSe. These' 1oe:at:i ons shall be along normal F:>ath~a of travel, urr.Less tYle c<~do official determines that Lhe hazard present_ecl i.nd_icat.es Lhe need for placement away from norrnal paths of t r'avc~ t. . F906.6 Unobstructed and unobscured. Fire er;tingu:;hc_=rs shall rrot be obstruc:tec~ or obscured from view. In x00n15 or areas in wYlictl visua]. obstruct i nn r.arlnot be corny>let.ely avoided, means sha Ll be ~?rovidcd to indi.r..ate tkle locations of extinguishers. TABLE F906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303 5 Asphalt kett_l.es F'307 . 4 Open bu.r nirlg ._ F308.4 Open flames 4F30~.4 Powered industrial. truck F110~~.1.Airc,raf(. t.nwing vokric,:LeS F1105.3 Airc:t:•a:[t welding ~~ppar~~r-u:; eE'1 105.4 Aircraft. fuel-ser•vi.c~irrg I_ ank veh i c es F11 05.5 71iri:ra ft hydrant Fuel-servicincl veh_i r.les -- F1]05.E;hirc::ra(t motor vetcicl-e fuel-dispen:=ing stations 4F11 07 . ~ -Nel i po.r'ts anca hel i st ceps - - - - - - - F1'L08 . 4 1)ry c-:.lean~ nq plants - - - - E'1 41~J . 1 Du i ldi nq:~ under rorast.r'ucLion or deiriol_i tion - 4F] 416. =j ~Roofing c;pe.r'at i.on5 4F].50!1 . 6.4 Spray-[inisYring operrit ions -- - - - - E'l 505.5 ~Dip-tank operal_ion; - - - - H'1904 .2 Lumberyards/woodworl•:i nq faril i~ti es - - E'190E~ . 8 ReCyr_ l irrg iac i lities F1909.5 Fxt.erior Lumber storage 4F2003.5 C)rganic-coat.incJ areas -- - - - E"1.106.3 Industrial ovecis - -- - - - __ F2205. ~~ -ervicc: w;t_at. ions F2209 . F; . 4 Mar i.ne se rvi c-;e st.at ~ ons - - - - - E'2210 . 6 Rc~pa i r garages E'2 ;06.10 Rack storage - - 240'/ . 1 T~°nts and memk-~rane st.ructuxes - - _- - -- 2508.2 1' Lrc rek~ua 1di rig/st.c~radE-~ F~Fi04 . 2. 6 Wel; inq ~rrrd otYrer h~~l. work - - - - - - - 9(13 h - -Comk>czst.ibl.e fibers 330E3. 11 Fa r.ework~' F3403.2.1 Flammable and c:ornbu~;tik;lc= liqu.i ds, genera l F340Q.3.:~.1 indoor storage of f]ammable and combust~i.ble liyui s F3~104.?.I.S.J~icluid storage r°ooms for f Lairimak:;lc_ and c:oirihu~;tiblF. iic-lui.ds - L'340'i.4.`~Solvent distillation rrn_its F3406.1,. 1 -Farms and c-onstruc:ti.orr s-i.tc~s - llarnmable arrcl c-c~mbcast. Lbl e 1 iquids sLo.rage x,:;406.4.10.1 E3ia11c ~>lant.s and to~rmina.l~; for flammab:te and I corrik~ustik:~le. liqu.i ds - F340h. 6. ~l TarZk vehic:les Cor flammable and combust. ibl e 11 C~l]1C~.`.; gF36oF~.5, / Flarrunable sal i_ds TABLE F906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS LIGHT ~ ORDINARY EXTRA Low) (Moderate) (High) HAZARD OCCUPANCY HAZARD OCCUPANCY HAZARD OCCUPANCY I Mfnimurn 2-A{c} ?.-A Q-A{a} Rated :-~inglc hxl.inqui.shcr Maximum - - 3 000 1 `~00 1, 000 Floc:>r Area sc)uaro feel. sc~>aare. Leot. square feet 1'er. iJn i t o f A 11, 250 11, >.50 Ma;~imum Floor 1],250 I~r_ea For square feet. square :feet square feet IJxt. i nguisher{k-~} 5 feet 7!., feet Maxi.mum Tr.avel_ 75 feet Distance to Ex,t_:ingu i steer __ 1'or ~].I : 1 foot. = 304 . ~3 mm, 1 square foot = 0.092y rrr"2, l qa I ton _ 3. !85 T... Two 2 . `~-gal I on water-type ext. incluislrers steal I. be clecrned t:he equivalent_ of one 4-A rated e.;t.inquishc~r. Ib} NFPA 10 llppericiiX h'.-3-3 provides more dcl.ails concernine~ apl~l.icat.ic~n of the maximum Floor ~_irca criteria. c } Two water-type ext. i ngu i steer: each with a 1-A ra t:inq sria.Ll be dcerned t_he c:yuivalent. of orie i.-A rated ext.i rrgui shex for LigYrt (I~ow) Ilazard Occupancies. TABLE F906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-TNCH MAXIMUM TRAVEL DISTANCE TO BASIC MINIMUM EXTINGUISHERS TYPE OF HAZARD EXTINGUISHER RATING (Feat.,) l0-B 50 Ordinary..(Moderatc_°) 10-L', 30 G0-U ~]0 Extra (High) 40-~ i0 For ; i : 1 inch = 25.4 mrn, 7 fnot = :i04.S mm. NOTE. h'or rc~quirerrrerrt:s on water--soluble Llammabl.e 1ic~ui.ds and alt exr a?.LV:. Sizing cr.'iteria, ;,oe NI'N'A 1.0, 3-3 and 3-4. F906.7 Hangers and brackets. Iland-held portable fire extinguishers, not housed in caY"~ir~ets, sha 11 bc~ installed on tyre I-rarigers or brackets supplied, iIanc~ers or brackets shall be secure] y .=rnchorc:d i..o t:he mounting surface in ac::cor.•dancc: wit}r the ma nuCact:u.rer's instal]at.ion inst:rurtions. F906.8 Cabinets. Cabinets u~;eci t.o }'rouse fire ex.t:inguishers steal] not be locked. EXCEPTIONS: 1 . Where f i :re ex.t-ingu i.sYrers subject to ma.l ic~ioias use c-~r damage arc_ provided with a rTl(:an5 of ready access. 2. In Groc.ip T-3 occupancies and in mental health areas in Croup 1-2 occuparrc i es, acres.; to port.ab Le fire Hi~:t_ ingu i steers sha11 be perm itt_ ed to be locked or to be local-ed in staff locations provided the st.af f tray ke_y~;. F906.9 Height above floor. Pcrrt.abLe fire. exLinguis}-;er5 havir~q ~~ gross wciclht rrot exc:cedirrg 40 pounds (1H k.g) s1ra11. be installed so tYrat. it.:~ t.op is not. mor<_ than 5 teal: (124 mm) above tyre floor, iIand-heLcl porkg)lc~ fi.r_e exLi ngu i steers having a clrosti; weic~I-rt excer~dirrg 40 pounds (1 Y ha l l k-~e installed so ghat its t.crp iv; not rnore f=han :3.:~ feet. (10Ei7 rnm) above tt~e floor. The clearanec_r betwec.rr t.hE_ floor_ and tyre bottom Of i nst. al Leci hand-held ext:ingu LsYIPrS sha l_1 nc>t_ be Less t:han 4 inches (I ~'~ mm) . F906.10 Wheeled units. Wheeled fi.r_e extingui_sYrers sha11 be corispLcuously locai_ed in a designated ]oration. It r CODE COMMENT RESPONSE 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Over 40 Years Of Building Rewarding Relationships" Qctober 22, 2004 City of Monticello ATTN: Fred Patch 505 Walnut Street, Suite 1 Monticello, MN 55362 RE; Plan Review - Wal-Mart Supercenter #3624, City of Monticello Project #: 96100279 Dear Fred: Per our plan review conversation relative to our Wal-Mart Supercenter project (#3624). The store is located at the intersection of Cedar Street & School Boulevard in Monticello, MN. I am providing the following package consisting of revised drawings and narrative responses with attachments to all code comments gathered from your report. The following professionals have provided all of the following responses: Grazia Casco, Project Architect (BRR Architects): (913) 236-9095 gcasco(c~brrarch.com James Moss, Code Compliance Coordinator (HEI): (913) 307-5320 James.moss Wendersanen ineers.com The above-mentioned professional providing any particular response is identified in parenthesis at the end of the response. BUILDING PLUMBING REVIEW #1: Fred Patch 763.271.3214 Sheet MP2 - Is the p1 sump pump assembly required to be explosion proof? Response: The sump pump is located in a pit with a sealed cover. An explosion proof pump is not required to comply with the requirements of the UMC, NFC and UFC. (James Moss, WEq What is the load capacity of top of tank under traffic pad? Response; Precast tank tops specified for vehicular traffic duty will withstand H-20 wheel loading. James Moss, WEI) 3. Please revise exiting plans on architectural sheets per our conversation. Response: Exiting plans have been revised p& GA1s1 a (Graz a Casco,(BRR)1.1, A2, A2.3 A4, A5.6, A6, A6.1, A7, A$, A$.1, AC1, AC2, ) 4. Is there a clear water sump in the pit if so please delete or use a deep sump. Response: There is no clear water sump in the pit. (James Moss, HEI) Again, thank you far your timely review. I hope you find this response package to satisfactorily answer all of your code comments. If there is anything further you need from us, please call me directly at (913) 236-3427. Sincerely, Dan Von Seggern Permit Expeditor Boice-Raidl-Rhea Architects 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 Direct: (913) 236-3427 Main: (913) 262-9095 Fax:(913) 262-6913 Email: dvonse ern brrarch.com 2 P.02i03 FEB-10-2005 10 54 w nom Infranructuro /Engineering /Planning /Construction 7Q~ Xenia Avenue Sauzh Suite 300 Minneapolis, MN 55416 February 10, 2005 Tei: y63-541-48oD Fax:763-541.1700 Mr. David Nash McCombs-Frank Roos & Associates 15050 23`d Avenue North Plymouth, MN SS447 Re: Monticello Commerce 5~' Addition Plan Review City of Monticello City Project No. 2001-021 WSB Project No. 1627-OS Dear Mr. Nash: We have reviewed the above-referenced project plans dated December 14, 2004, and offer the following comments: Grrrdin~ Phan 1. Additional drainage easement will be needed to include the emergency overflow elevation and interim HWL. 2. A 10:1 bench is required at the normal water level as per the City of Monticello standard design manual. 3. If this project is to be exclusive of grading the proposed long linear pond to the south, temporary provisions should be made to drain the existing low point to the south. 4. All roof and parking lot drainage should first be directed to the water quality pond before discharging to the storm sewer system not to Fallon Avenue. 5. Future pond will have skimmer structure at 946 elevation, therefore, the storm water pond excavation should continue downward as deep as possible maintaining a 4:1 slope. 6. Provide spot elevations and drainage arrows on the entrance grades from Fallon Avenue. 7. Show additional topo on the south. How da the grades match? S. Widen the existing drainage and utility easement along the south property line to a 20-foot width with the pipe centered. Minneapolis / St Cloud K:Itlla1~9-a,llA~uu~L~ncr~LTR-0SO70Jr6rW~,/oc Equal Gpportuniry Emp~~yer P.03/03 FEB'10-2005 10 55 Mr. David Nash February 10, 2005 Page 2 9. The parking lot storm sewer should be re-aligned to avoid ponding in the pazking spaces and so that runoff is directed away from proposed storage building. Overflow runoff should be routed to pond. Uti i P Riprap should be grouted. 2. Construction shall be in accordance with the City of Monticello General Specifications and Standard Detail Plates, dated Apri12004. 3. Provide a minimum seven feet of cover on the six-inch sanitary service. 4. The outside drop section for MH 2 should follow the City's Standard Detail. Twenty lineaz feet of six-inch DIP shall extend frain the drop section. 5. A cleanaut should be provided at the end of the service. b. Moving the hydrant adjacent to the building on the west, to a location north of the building toward Chelsea Road will allow for easier access. 7. Moving the future hydrant in the comer of the future pazking area, 5-feet off the curb, appears to be a better location. If you have any questions, please call me at 7b3-287-7162. Sincerely, WSB & Associates, Ine. Shibani Bisso , P.E. Project Manager sm cc: Fred Patch, City of Monticello John Simola, City of Monticello Jeff O'Neill, City of Monticello Phillip Elkin, WSB& Associates, Inc Bret Weiss, WSB& Associates, Inc x: fal E, xollA~a~nlOuerlL7Ybala2a/~ax~r~akv TOTAL P.03 2~1 oi2oo5 To: James Moss, HEI From: Fred Patch, City of Monticello Subject: Sump in vehicle service pit -- Walmart Supercenter #3624 Please review attached provisions of International Fire Code. I may be reached at 763-271-3214. BR~UIwI Letter of TransmittalINTERTE~ Client• Wal-Mart Stores, lnc. Braun lntertec Project No: SP-04-07304 Transmittal No: 38 To: Fred Patch City of Monicello 505 Walnut Street Suite 1. Monticello, MN 553G2-8831 From: Braun lntertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: As re nested X For your records For review For your approval Q Information Sent Co ies Reference Numbers Concrete "tests 1 53-57, 82-87 Comments/Clarification Transmittal List Information Si BRR Concrete Tests City of Monicello Concrete Tests Granite City Ready Mix Companies Concrete Tests C~ewis Construction, Inc.Concrete Tests Wal-Mart Stores, Inc.Concrete Tests Weis Builders Concrete Tests Signature: `~ "'" ' ~ Sent By: Rasmussen Christopher Phone: (651)487-3245 rcPV. r~eio~ Providing engineering and environmental solutions since /957 B Rau N INTERTEC Braun InferTee Carporatian Phonc: f~51.487.3`245 245 East Roselawn Avenue I Fax: 65 1.487.1 81 2 51. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTivI C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:53 WM/AL Mix Design:I3149R Date Cast:3/21/2005 Supplier:Granite City Time Cast:10:00 am Specified Air (%):0-3% Date Received:3/22/2005 Specified Strength (psi):3500 Measured Slump (in.): (ASTM C 143) 3 3/4 Ticket Number:87 Measured Air (%):1.7 Cylinders per Set:4 Concrete Temp (°F):69 Cylinders Cast By:TS/Braun Air Temp (°F):58 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade: B-2 Compression Test Results Field Lab 1"est Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.Z)psi) Type Method*Code(s) 53A 1 6 7 114930 6.00 2$.27 4060 D N F: 53B 1 27 28 163500 6.00 2$.27 5780 A N K: 53C 1 27 28 164270 6.00 28.27 5810 A N K: 53D 1 34 35H Capptrtg Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure 1"emp: not given Pour Location: Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 B Rau N INT Braun Intertec Corporation Phone: 651.A87.3245 245 Fast Roselawn Avenue Fax: 651.487.1 812 St. Ppul, MN 55117 Web: braunlntertec.com Compressive Strength of Concrete Cylinder Report Date: 4/z2/o5 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Project Desc: Wal-Mart Supercenter Store #3624-00 Wal-Mart Stores, Inc. Southeast of Cedar St. and School Blvd. 2001 Southeast 10th Street Monticello, MN Bentonville, AR 72716-6489 Field Test Conditions and Results 54 WM/AL Set Number: 005 Mix Design: H 1498 Granite Citylier:Su2 Date Cast: 3/21 8:00 am pp 0-3%Specified Air (%): Time Cast: 3/22/2005 3500 Specified Strength (psi): Date Received: ASTM C 143) 4 1/2 p (in.): (asured SluM 86 Ticket Number: 4e 3 0mMeasuredAir (/o): 70 Cylinders per Set: Cylinders Cast By: TSBraun Concrete Temp (°F): 58 Air Temp (°1'): Liquid Added On Site: none Sample Location: interior Slab-on-Grade: D-1 Compression Test Results Field Lab Test Cylinder Cylinder Area reStrengthFract Cure Cure Age Max Load Diameter i h in epsi) TYp Method Code(s) Sample No.days)days)days)pounds)es)nc 006 2728 4150 P N F: 54A 1 6 27 7 28 117221 168150 6.00 28.27 5950 A N K: K54131 27 28 168410 6.U0 28.27 5960 A N 54C 1 54D l 34 35H Capping Method: N=ASTMC 1231, Unbranded Caps S ASTMC 617, Sulfur Caps_ Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. s." General Remarks: Field Cure Temp: not given Pour Location: TYPES OF FRACTURE Copies to: A B C p E Cone Cone & Cone $~ Shear Columnar 3~ Split Shear l// Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 h~"`? Copies to: A B C p E Cone Cone & Cone ~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and envirnnrnental sohtitions since 1957 Brpun Intertec Corporption Phone: 651,487.3245 245 East Raselawn /venue Fax: 651,487.1 812 St. Paul, MN 551 17 Web: brpuninlertec.rom BRAUN INTERTEC Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, [nc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 55 WM/AI,Mix Design: H149R Date Cast: 3/22/2005 Supplier: Granite CityTimeCast: 6:10 am Specified Air (%): 0-3% Date Received: 3/23/2005 Specified Strength (psi): 3500 Measured Slump (in.); (ASTMC 143) 4 3/4 Ticket Number: 85/ 662227 Measured Air (%): 1.6 Cylinders per Set: 4 Concrete Temp (°F): 68 Cylinders Cast By: TS/Braun Air Temp (°F): 58 Liquid Added On Site: none Sample Location: Interior Slab-on-Grade; F.8-2 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping RemarksSampleNo.days) (days)days)pounds)inches)in.Z)psi) 'Type Method*Coda(s)SSA 1 6 7 135920 6.00 28.27 4810 A N F: 556 1 27 28 162330 6.00 28.27 5740 A N K: SSC 1 27 28 164050 6.00 28.27 5800 A N K: 55D 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617 Sulfur Caps.Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: not given Pour Location: Interior Slab-on-Grade E-1.3 to G-1.3 to G-5 TYPES OF FRACTURE el B R A U N a .:' iNTERTEC Vii::. t:, a~., ~,1fF'~W-,I Braun Interrec Corporation Phone: 651.487.3245 245 Fast Roselawn Avenue Fax: 651.487.181'2 St, Paul, MN 55117 Web: brpunintertec.carn Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Tnc. Project Dese: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-64$9 Monticello, MN Field Test Conditions and Results Set Number:56 WM/AL Date Cast:3/22/2005 Time Cast:8:10 am Date Received:3/23/2005 Measured Slurnp (in.): (ASTMC 143)4 3/4 Measured Air (%):1.6 Concrete Ternp (°F):66 Air 1"emp (°F):58 Liquid Added ~n Site:none Sample Location: Interior Slab-on-Gr ade: F-3 Field hob Test Cure Cure Age Sample No.days)days)days) 56A 1 6 7 56B 1 27 28 56C 1 27 28 56D 1 34 35H Mix Design:H149R Supplier:Granite City Specified Air (%):0-3% Specified Strength (psi):3500 Ticket Number:1 I I Cylinders per Set:4 Cylinders Cast By:TSBraun Compression Test Results Cylinder Cylinder, Max Load Diameter Area pounds)inches)in.z) 131290 6.00 28.27 160970 6.00 28.27 165120 6A0 28.27 Strength Fracture Capping psi)Type Method* 4640 A N 5690 A N 5840 A N Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Ternp: not given Pour Location: Interior Slab-on-Grade E-1.3 to G-1.3 to G-5 Copies to: TYPES OF FRACTURE Remarks Code(s) F: K: K: a s c a ~ Cone Cone & Cone $~ Shear Columnar Split Shear v! Christopher Rasmussen Project Manager k,„~~~ x Prnvirling engtineering and environmental solutions since 1957 BRauN INTERTEC Braun Interfec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 81 7. St. Paul, MN 55117 Web: 6raunintertec.com w'' Compressrve Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: AS"1"M C 39, 6 X 12 Cylinder s Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc_ Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. t~,~.; Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results T Set Number:57 WM/AL Mix Design:T254 Granite City Date Cast:3/22/2005 2:15 pm Supplier: Specified Air (%):6+/-1.5 Time Cast: Date Received:3/23/2005 Specified Strength (psi):4000 Measured Slump (in.): (ASTM C 1 43) 3 Ticket Number:87 0MeasuredAir (/°):6.4 72 Cylinders per Set: Cylinders Cast By: 4 JVBIBraun F):Concrete Temp ( Air Temp (°F):46 Liquid Added On Site:none Sample Location: South Loading Dock Slab on East side, Grid 4 to 20'S of Grid 4 Compression Test Results c .~ ' 1 y, ~ i 4. z; fi _-{. t.a ;, ~~. i Field Cure Lab Cure Test Age Max Load Cylinder Diameter Cylinder Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds)inches)in.~)psi) Type Method* N Code(s) F: 57A 1 6 7 135790 6.00 28.27 4800 D 57B I 27 28 170020 6.00 28.27 6010 A N K: 57C 1 27 2$168310 6.00 28.27 5950 A N K: 57D 1 34 35H CapprngMethod: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: not given four Location: Same as above p g C D ~ Cone Cone & Cone & Shear Columnar Split Shear C ristopher Rasmussen Project Manager TYPES OF FRACTURE Copies to: Providing engineering and environmental solutions since 1957 BRAUN r Compressive Strength of Concrete Cylinder Test Method: ASTM C 39, 6 X 12 Cylinder w , e:~; ~ ~~ F~1 y'l:. . I'"~ .I r~. , . 14:`. r;,~' Braun Inter}ec Corporation 245 Ec+st Roselawn Avanue St. Paul, MN 55117 Report Date: 4/1$/05 Phone: 651.487.3245 ax: 651.487.1812 Wab: braunlntertec.com Client: Richard Misenhimer Project No.: SP-04-07304 Project Desc: Wal-Mart Supercenter Store #3624-00 Wal-Mart Stores, Inc. Southeast of Cedar St. and School Blvd. 2001 Southeast 10th Street MNMonticello Bentonville, AR 72716-6489 Field Test Conditions and Results Set Number:82 WM/AL Mix Design: H149R Granite City Date Cast:4/7/2005 6:00 am Supplier: Specified Air (%): 0-3% Time Cast: Date Received:4/8/2005 Specified Strength (psi): 3500 Measured Slump (in.): (ASTM C 143)4 3/4 Ticket Number: 12$/ 66694 Measured Air (%):1.7 65 Cylinders per Set: 4 Cylinders Cast By: TSBraun F):Concrete Temp ( Air Temp (°F):60 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade, D-12 Com ression Test Results Field Lab Test Cure Cure Age Max Load Cylinder Cylinder Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.z) (psi) Type Method* Code(s) D N F: 82A 1 6 7 133330 6.00 28.27 4720 82B 1 27 28 82C 1 27 28 82D 1 34 35H CappingMethod: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfuw Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: same as above Copies to: TYPES OF FRACTURE A B C D E Cone Cone 8~ Cone & Shear Columnar Split S r ~~ Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 a s":~:i RAUW INTERTEC Braun Intartec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 812 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cyliuder Report Date: 4/18/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misetrhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Stare #3624-00 2001 Southeast 10th Street Southeast of Cedar St: and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:83 WM/AL Mix Design:H149R Granite Ci Date Cast:4/7/2005 7:45 am Supplier: Specified Air (%):0-3% Time Cast: Date Received:4/8/2005 Specified Strength (psi):3500 119/ 66703 Measured Slump (in.): (ASTMC 143) 4 1/2 Tt em 4 Measured Air (%):1.5 63 er Set:h ndersCy p Cylinders Cast By:TSBraun F):Concrete Temp ( Air Temp (°F):60 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade, C-12.S Compression Test Results 1 1 ~ i Field Cure Lab Cure Test Age Cylinder Max Load Diameter Cylinder Area Strength Fracture Capping Remarks Sam le No.p days)days)days)pounds) (inches)Code(s)in.Z) (psi) Type Method N 83A 1 6 7 130500 6.00 2$.27 4620 D 83B 1 27 28 83C 1 27 28 830 1 34 35H CappingMethod: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. TYPES OP FRACTURE A l3 C D E Cone Cone & Cone & Shear Columnar Split Shea Christopher Rasmussen Project Manager General Remarks: Field Cure Temp: Pour Location: same as above Copies to: Providing engineering and environmental solutions since 1957 p:. { p Yr„. 6', 1"; i e,I ~. ~„^'~ wai Y 3n,! lI E "~i ry~;,; i ry~~T' . w~:s''~„?x~I 6. '"°'] l p e£, ~'~, Nw Y r. BRAN INTERTEC Braun Intertec Corporation Phone: 6.51.487.3245 245 East Roselawn Avenue Fax: 651.487.1 81 2 5f. Paul, MN 55117 Web: brauninfertec.com Compressive Strength of Concrete Cylinder Report Date: 4/18/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhitner Project No.: SP-04-07304 Wal-Mart Stores, lnc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:84 WM/AL Date Cast:4/7/2005 Time Cast:11:40 am Date Received:4/8/2005 Measured Slump (in.): (ASTMC 143)3 1/2 Measured Air (%):5.6 Concrete Ternp (°F):70 Air Temp (°F):56 Liquid Added On Site:7 gallons water Sample Location: Sidewalk-North V estibule Field Lab Test Cure Cure Age Sample No.days) (days)days) 84A 1 6 7 84B l 27 28 84C 1 27 28 g4D 1 34 35C-I Mix Design:T254 Supplier:Granite City Specified Air (%):6+/-l.S Specified Strength (psi):4000 Ticket Number:57 Cylinders per Set:4 Cylinders Cast 13y:JGV/Braun inn Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)i^-Z) 151290 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 5350 A N F: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: same as above TYPES OF FRACTURE Copies to: q g C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 B RAU N INTERTEC Colnnpressive Strength of Concrete Cylinder Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Braun In}aHec COrporafion 245 East Roselawn Avenue Sf. Paul, MN 55117 Report Date: 4/20/OS Phone: 651.487.3245 Fax: 651.48"l.l 81 2 Web' brauninlertec.cnm Project No.: SP-D4-07304 Project Desc: Wal-Mart Supercenter Store #3624-00 Southeast of Cedar St. and School Blvd. Monticello, MN Field Test Conditions and Results Set Number:8S WM/AI,Mix Design: Date Cast:4/11/2005 1:20 pm Supplier: Specified Air (%): Time Cast: Date Received:4/12/2005 Specified Strength (psi): Measured Slump (in.): (ASTMC 143)4 3/4 Ticket Number: Measured Air (%):6.4 Cylinders per Set: Concrete Temp (°F):71 Cylinders Cast By: Air Temp (°F):61 Liquid Added On Site:none Sample Location: Sidewalk-Grid 7.8 to 8.8 West of Grid A.2 Field Lab Test Cure Cure Age Sample No.days) (days)days) 85A 1 6 7 85B 1 27 28 85C 1 27 28 85D 1 34 35H T254 Granite Ciry 6+/-1.5 4000 120 4 TV-BIBraun Strength Fracture Capping Remarks psi) Type Method* Code(s) 399A D N B: Compression Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.~) 112760 6.OD 28.27 r - ;; I':: General Remarks: Field Cure Temp:h r,.Pour Location: same as above ka ".;;~, `~ Copies to: TYPES OF FRACTURE A B C D ~ Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 Capping Method: N=ASTMC 123X, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. 2.i I` . Braun Intertec Corporation Phone', 651.487.3245 g RpV N 2 245 East Roselawn Avenue Fax: 651,487.1 81 camtciteern 5t. Paul, MN 551 17 Web: braun INTERTEC Compressive Strength of Concrete Cylinder Report Date: 4/21/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Supercenter Store #3624-00 Wal-Mart Stores, Inc.Project Desc: Southeast of Cedar St. and School Blvd. 2001 Southeast 10th Street Monticello, MN Bentonville, AR 72716-6489 Field Test Conditions and Results ~, Set Number: 86 WM/AL Mix Design: T254 plier: Granite City 005 Su Date Cast: p4/12/2 2:50 m Specified Air (%): 6+/-1.5 p Time Cast:4000 4/13/2005 Specified Strength (psi): Date Received: ed Slump (in.): (ASTM C 143) 128 Ticket Number: 4Measur6CylindersperSet: Measured .Air (%): 64 Cylinders Cast By: JV-glBraun Concrete Temp (°F): 0 Air Temp (°F): Liquid Added On Site: First sectlk none ion West of Grid B-I Sample Location: Sidewa Com ression Test Results ~. Field Lab Test A Cylinder Cylinder Max Load Diameter Area Strength Fract ere M~C deb )geCureCure s) (days) (days)daNl h d pounds) (inches) (-n•) (psi) Typ N K: 430 Ayeo.Samp 1 6 7 153410 6.00 28.27 5 86A 86B 1 27 28 86C 1 27 28 S6D 1 34 35H Capping Method: N=ASTMC 1231, Unbonded Caps S-ASTMC 617, Sulfur Caps. Break Remarks: K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Pour Location: same as above Copies to: TYPES OF FRACTURE A ~ C p ~ Cone Cone & Cone $~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 I BRAUN Braun Intertec Corporation Phone: 651.487.3245 245 Easl Roselawn /venue Fax: 651.487.1 81 2 T pp eeNI ~RTL~5t. Paul, MN 55117 Web: braunintertec.com 3,Compressive Strength of Concrete Cylinder Report Date: 4/21/05 F. .Test Method: ASTMC 39, 6 X 12 Cylinder F Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Tnc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Numbcr: 87 WM/AL Mix Design: '('309 Date Cast: 4/12/2005 Supplier: Granite City Time Cast: 3:25 pm Specified Air (%): 6+/-1.5 Date Received: 4/13/2005 Specified Strength (psi): 5000 Measured Slump (in.): (ASTMC 143) 4 3/4 Picket Number: 87 Measured Air (%): 5.9 Cylinders per Set: 4 Concrete Temp (°F): 70 Cylinders Cast By: 7V-B1Braun Air Temp (°F): 52 Liquid Added On Site: none Sample Location: Apron- South side of TLE, West half Com cession Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds)inches) (in.Z) (psi) Type Method* Code(s) 87A 1 6 7 137130 6.00 28.27 4850 D N K: 87B 1 27 28 87C 1 27 28 87D 1 34 35H IXn~ Yid w -r. h~' . 3,gy5:q i; Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: Pour location: same as above Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cane & Shear Columnar Split Shear Christo'her RasmussenP Project Manager Providing engineering and environmental solutions since 1957 BRAUN I NTE RTES Letter of Transmittal Client: Wal-Mart Stores, Inc. Braun Intertec Project No: SP-04-07304 Transmittal No: 37 To: Fred Patch City of Monicello 505 Walnut Street Suite 1 Monticello, MN 55362-883I From: Braun Cntertec Corporation 245 East Roselawn Avenue St. Paul, MN 55117-1943 Re: Wal-Mart Supercenter Store #3624-00, Southeast of Cedar St. and School Blvd., Monticello, MN This Transmittal is being Sent: For review As re nested X For your records For your approval 9 Comments/Clarification Information Sent Co ies Reference Numbers Concrete Tests 1 52, 62-63, 66, 70-75, 78-81 Density Tests 1 430-450 Gradations 1 G-36 Transmittal List BRR City of Monicello Granite City Ready Mix Companies Lewis Construction, Tne. Olson Associates Veit & Companies, Inc. Wal-Mart Scores, Inc. Weis Builders Signature: sent By: Phone: (651) 487-3245 Information Sent Concrete 'T'ests, Density Tests, Gradations Concrete Tests, Density Tests, Gradations Concrete 'T'ests Concrete Tests Density "T'ests, Gradations Density Tests, Gradations Concrete "Tests, llensity Tests, Gradations Concrete Pests, Density Tests, Gradations Kasmussen Christopher R~~, Ri~ioa • Providing engineering and errvironmental solutions since 1957 t,: ~: INTERTEC Sieve Analysis of Fine anf Date: April 13, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, lnc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Field Data Braun Intertec Greaf Lakes, Inc. Phone: 651.487.3245 245 Fnst Rosclawn Avenue fax. 6=~ 1.487.1 8 ~ 2 St. ('aul, MN 55117 Web: br[~unintertec.cnm 1 Coarse Aggregates Project: SP-04-07304 Project Description: Wal-Mart Supereenter Store #3624-00 Construction Materials Testing Southeast of Cedar St. & School B Monticello, MN Sample Number: G-36 Sampled By:Braun Date Sampled:4-8-OS Date Received:4-8-OS Date Tested:4-11-OS Classification:Class S with % Cruching Sample Location:250' West of NW Corner of Building Parking Lot) Laboratory Results Sieve Size Passing Specifications 1"100 100 3/4"95 90-100 5/8"91 1 /2"88 3/8"84 50-90 4 74 35-80 0 65 20-65 20 48 40 28 10-35 80 9 200 6.8 3-10 Remarks: Results for informational purposes only. L~~)r' ~ ~ ~ Chris r. Rastxtussen ~;' Project Manager Prnvidin~; engineering and envirunmental soltittiuns since 1957 u iY INTERTEC Report of Field Compaction Tests Date: April 18, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, lac 2001 Southeast 100` Street Bentonville, AR 7271 G-6489 Braun Intertec Great Lakes, Inc. Phone: b51.487.3245 24.5 Easl Roselawn Avenue I Fax: b5 1.487.1 812 5t. Paul, MN 55117 Wek~: hrauninfertec.cnm Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-QO Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Max. Lab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum ID and Moisture Std. Proc.)Moisture Density Compaction Compact. Test Date T'ype Classification pct)pct)Comments 430 3-23-OS N P-4/CL-S 7.1 136.2 6 135 98 98 A 431 3-23-OS N P-4/CL-5 7.1 136.2 7 13G 100 98 A 432 3-23-OS N P-4/CL-5 7.1 13G.2 7 136 99 98 A Key: N Nuclear, A STM D 2922 A = T est results c omply 'with spe cifications. S C = Sa nd Con e, ASTM D 1556 B = T est results d o not comply with specifica tions. Braun Intertec Corporation V' y Chris Rasmussen Project Manager Providing en,Gineering and environmental solutions since 1957 Elevation Reference: Finish Floor Elevation = 966.0 INTERTEC Report of Field Compaction Tests Date: April 18, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100' Street Bentonville, AR 7271 G-6489 Braun Intertec Great Lakes, Inc. 245 East Roselawn Avenue 5t. Paul, MN 55117 Project: SP-04-07304 Phone: 451.4II7.3245 Fax: b51.48%.1812 Web' brqunintertec.com Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Max. Lab Dry Density Std. Proc.) pct) In Place Moisture In Place Dry Density pct) Relative Compaction Specibed Minimum Compact. omments 433 3-28-OS N P-4/CL-5 136.2 7.1 S 137 101 98 A 434 3-28-OS N P~/CL-5 136.2 7.1 6 135 99 98 A 435 3-28-OS N P-4/CL-5 136.2 7.1 6 136 100 98 A 436 3-28-05 N P-4/CL-S 136.2 7.1 5 136 100 98 A Key: N = Nuclear, ASTM D 2922 SC - Sand Cone, ASTM D 1556 A = Test results comply with speci0cationns. B = Test results do not connply with specifications. Test Test Location Elevation 433 Aggregate Base: 15'N & 15' W of Grids J & 10 965 '/z 434 Aggregate Base: l 0' S & 10' W of Grids J & l 2 965 '/z 435 Aggregate Base: 15'N & 5' W of Grids B & 7.$965 '/z 436 Aggregate Base: 15'N & 10'E ofGrids B & 9 965'/2 Elevation Reference: Finish Floor Elevation = 966.0 Braun Intertec Corporation Chris Rasmussen Project Manager m Prnvidiri~ engineet•ing and environmental sohitions since 1957 C~M~/ N Braun Intertec Great Lakes, Inc. Phony 651.487.3245 INTERTEC 245 CastRoselawnAvenue Fax; 651.487.1817_ 5t. Paul, MN .55117 Web: b~aunintertec.com Report of Field Compaction Tests Date: April 18, 2005 Client: Mr. Richard Misenhixner Wal-Mart Stores, Inc 2001 Southeast 100` Street Bentonville, AR 72716-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624W00 Construction Materials Testing Southeast of Cedar Street and School l3 Monticello, MN Max. Lab In Place Specified Soil Optimum Dry Density In Place Dry Relative Minimum T t ID and Moisture Std. Proc.)Moisture Density Connpaction Compact.es Date Type Classification pct)pct)Comments 437 4-1-OS N P-1/SP-SM 14.3 115.2 8 116 101 98 A 438 4-1-OS N P-1/SP-SM 14.3 115.2 8 115 100 98 A 439 4-1-OS N P-1/SP-SM 14.3 115.2 7 115 100 98 A Key: N = Nuclear, A STM D 2922 A = Test results co mply with spec ifications.SC = Sand Cone ASTM D 1556 B = T est results do not comply w ith specificat ions. Braun lntertec Corporation Chris Rasmussen Project Manager F'rnvidin~ engineering and environmental solutiorrs since 1957 Elevation Reference: Contractor Staking Brpun Intertec Great Lakes, Inc. Phone' 65 1.487.3245 W~1 ? 45 East Roselawn Avenue f-ax: 651.487,1 81 2 INTERTEC St. Paul, MN .55117 wed: hrauninlerfeccam Report of Field Compaction Tests Date: April 18, 2005 Client: Mr. Richard Miseanhimer Wa1-Mart Stores, Inc 2001 Southeast 100t'' Street Bentonville, AR 72716-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Mag. Lah Dry Density Std. Proc.) pcf) In Place Moisture In Place Dry Density pct) Relative Compaction Speciit;ed Minimum Compact. omments 440 4-11-OS N P-2/SP-SM 9.4 125.3 10 126 101 98 A 441 4-11-OS N P-2/SP-SM 9.4 125.3 10 126 101 9$A 442 4-11-OS N P-2/SP-SM 9.4 125.3 9 125 100 98 A 443 4-11-05 N P-2/SP-SM 9.4 125.3 9 125 100 98 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 A = Test results comply with specifications. 13 = Test results do not comply with specifications. Test Test Location Elevation 440 Wall Backfill: @ 2'N & 4' W of the SE Corner of the East Compactor 98 441 Wall Backfill: @ 2' S & 4' W of the SE Corner of the East Compactor 98 442 Wall Backfill: @ ] 0'N & 2'E of the SE Corner of the East Compactor 100 443 Wall Backfill: @ 8'N & 2' W of the SE Corner of the East Compactor 100 Elevation Reference: 'Top of Subgrade = 100.0 Braun Intertec Corporation Chris Rasmussen Project Manager Yrovtiding en,Gineering and environ~neru:al solutions .eince 19.57 f t . L ' :,. k , 8 ~_ i;~~ ~; . E.' 3~ a r't` j, R /A ~1 nl INTERTEC Braun Intertec Great Lakes, Inc. C'hone; 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 St. Paul, MN 55117 Weh: braunintertec.com Report o#' Field Compaction Tests Date: April 18, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100 Street Bentonville, AR 7271 G-6489 Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN est ate ype Soil ID and Classification Optimum Moisture Mag. Lab Dry Density Std. Proc.) pct) In Place Moisture In Place Dry Density pct) Relative Compaction Specified Minimum Compact. onmments 444 4-13-OS N P-4/CT. S 7.1 13G,2 7 138 101 100 A 44S 4-13-OS N P-4/CL-5 7.1 136.2 137 101 100 A 446 4-13-OS N P-4/CL-5 7.1 136.2 8 136 100 100 A 447 4-13-OS N P-4/CL-5 7.1 136.2 7 137 101 100 A 448 4-13-OS N P-4/CL-5 7.1 13G.2 5 1.36 100 98 A 449 4-13-05 N P-4/CL-S 7.1 136.2 6 137 101 98 A 450 4-13-OS N P~-4/CL-5 7.1 136.2 6 136 101 98 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 A = Test results comply with specifications. B = Test results do not comply with specifications. Test Test Location Elevation 444 Aggregate Base: @ 10'S & 5'E of Grids J & 10 Base SG 445 Aggregate Base: @ 20'N & SO'E of Grids J & 10 (Class-5 = 8 %")SG 446 Aggregate Base: @ 30'S & 40'E of Grids J & 13 SG 447 Aggregate Base: @ 40'S & 10'E of Grids J & 13 (Class-S = 8")SG 448 Aggregate Base: @ 10'N & 80'E of Grids B.6 & 13 (Class-5 = 7")SG 449 Aggregate Base: @ 20'N & 10'E of Grids B.G & 13 SG 450 Aggregate Base: @ 45'N & 30'W of Grids B.6 & 13 (Class-5 = 6'/4")SG Elevation Reference: Top of Class- 5= SG Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering and environmental solutions since 19.57 t_ INTERTEC BraunlntenecGreatLakes,lnc. Phane: 651.87.3245 2~i5 East Rnselawn Avenue I Fax 651.487.181 2 5t, Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/18/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3524-00 2001 Sautheast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-64$9 Monticello, MN Field Test Conditions and Results Set Number:52 AL Date Cast:3/16/2005 Time Cast:7:15 am Date Received:3/17/2005 Measured Slump (in.): (ASTM C 143)3 3/4 Measured Air (%):3.0 Concrete Temp (°F):72 Air Temp (°F):45 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade: 1.1 - E.S Field Lab Test Cure Cure Age Sample No.days)days)days) 52A 1 6 7 S2B 1 27 28 sec 1 27 28 52D 1 34 35H Mix Design:H 149R Supplier:Granite City Specified Air (%):0-3% Specified Strength (psi):3500 Ticket Number:85 Cylinders per Set:4 Cylinders Cast By:TSBraun Com ression Test Results Cylinder Cylinder Max Load Diameter Area Strength Fracture Capping Remarks pounds)inches)in?)psi)Type Method*Code(s) 141940 6.00 28.27 5020 A N F: 168100 6.00 28.27 5950 A N K: 165340 6.00 28.27 5850 A N K: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specif ed strength was met at the 7-day age according to the above test results. K: The above 2$-day test meets the specified strength. General Remarks: Field Cure Temp: not given Pour Location: Interior Slab-on-Grade: 1 to 1.3 (C.S to F) TYPES OF FRAGTURE Copies to: A B C b E Cone Cone & Cone & Shear Columnar Split She F Providing engineering and environmental solutions since 1957 l I Christopher Rasmussen Project Manager t, INTERTEC Braun Intertec Great Lakes, Inc. I Phane: 651.487.3245 245 East Roselawn Avenue Fax: 6_51.487.1 81 2 5t. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/12/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stares, Inc. Project Desc: Wal-Mart Snpercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 62 WM/AL Mix Design: H 16DR Date Cast: 3/24/2005 Supplier: Granite City Time Cast: 6:25 am Specified Air (%): 0-3% Date Received: 3/2S/2005 Specified Strength (psi): 3500 Measured Slump (in.): (ASTM C 143) 4 Ticket Number: 85 Measured Air (%): 1.2 Cylinders per Set: 4 Concrete Temp (°F): 75 Cylinders Cast By: not given Air Temp (°F): 50 Liquid Added On Site: 5 gallons water Sample Location: Slab-au-Grade from. Grid 7 to 20'S & From Grid K to 20' W. Com ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (inches) (in.z) (psi) Type Method* Code(s) 62A 1 6 7 122170 6.00 28.27 4320 A N F: 62B 1 27 28 62G 1 27 28 62D 1 34 3SH CappingMethod: N=f(S1"MC 1231, Unbonded Caps S=ASTMC 617, ~S'ulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: not given Pour Location: Same as above TYPES OF FRACTURE Copies to: A B C D E Cone Cane & Cone & Shear Columnar Split Shear i Christopher Rasm ssen Project Manager Providing engineering and environmental solutions since 195 f~ ~ ~ 4! ~tl INTERTEC Braun Intertec Great lakes, Inc. Phone: 6 5 1. /~ 8 7.3 2 45 245 East Roselawn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Wcb brounintPrteccom Compressive Strength of Concrete Cylinder Report Date: 4/4/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St, and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 63 WM/AL Mix Design: H160R Date Cast: 3/24/2005 Supplier: Granite City Time Cast: 8:35 am Specified Air (%): 0-3% Date Received: 3/25/2005 Specifed Strength (psi): 3500 Measured Slump (in.): (ASTMC 143) 3 1/4 Ticket Number: 123 Measured Air (%): 1.2 Cylinders per Set: 4 Concrete Temp (°F): 73 Cylinders Cast By: JVBIBraun Air Temp (°F): 58 Liquid Added On Site: 5 gallons water Sample Location: Slab-on-Grade, Grid H tv H.3 between Grids 6 & 7 Field Lab Test Cure Cure Age Sample No.days)days)days) 63A 1 6 7 63.8 1 27 28 63C 1 27 2$ 63D 1 34 3SH Compression Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 122140 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4320 A N F: Capping Method. N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: not given Pour Location: Same as above Copies to: TYPES OF FRAGTURE A 8 C D E Cone Cone & Cone 8 Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering aru{ envirnnme~ital solutions since ]957 i INTERTEC Braun Infertec Greaf Lakes, Inc. Phone: 65 1.4f37.3245 245 East Roselawn Avenue Fax: 65 1.4f37.1 B 12 St. Poul, MN .i51 17 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/14/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Dese: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions az~d Results Set Number: 66 WM/AL Mix Design: H 149R Date Cast: 3/29/2005 Supplier: Granite City Time Cast: 8:00 am Specified Air (%): 0-3% Date Received: 3/30/2005 Specified Strength (psi): 3500 Measured Slump (in.): (AST"M C 143) 4 1/24 Ticket Number: 87 Measured Air (%): 1.7 Cylinders per Set: 4 Concrete Temp (°F): 68 Cylinders Cast By: TSBraun Air Temp (°F): 60 Liquid Added On Site: None Sample Location: Interior Slab-on-Grade, I-I-3 Field Lab Test Cure Cure Age Sample No.days)days)days) 66A 1 6 7 66B 1 27 28 66C 1 27 28 66D 1 34 35H Compression Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.Z) 138900 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4910 A N F: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 64/ 72 Pour Location: Same as above Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone &~ Shear Columnar Split/ Shear Christopher Rasmussen ~ (~ Project Manager Providing engineering and environmental sodut.tions since 1957 1 i r t ;., ifa; ~ ~ ^~ INTERTEC Braun laferlec Greaf Lakes, Inc. Phone: 651.487.3245 215 East Roselawn Avenue I Fax: 651.487.1 81 2 SI. Paul, MN 55117 Web: brnuninteriec.cam Compressive Strength of Concrete Cyliander Report Date: 4/11/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Supercenter Store #3524-00 Wal-Mart Stores, Inc.Project Desc: Southeast of Cedar St. and School Blvd. 2001 Southeast 10th Street MNMonticello Bentonville, AR 72716-6489 Field Test Conditions and Results 70 WM/ALSetNumber: Mix Design: H149R Granite City Date Cast: 3/31/2005 6:10 Supplier: 0 0-3%Specified Air (/o): Time Cast: Date Received: 4/1/2005 Specified Strength (psi): 3860 Measured Slump (in.): (ASTM C 143) 5 Ticket Number: 4 0 1.5MeasuredAir (/o): 64 Cylinders per Set: Cylinders Cast By: T5/Braun F):Concrete Temp ( Air Temp (°F): 49 Liquid Added On Site: None Sample Location: Interior Slab-on-Grade, G-11 Com ression Test Results Field Lab Test Cure Cure Age Max Load Cylinder Cylinder Diameter Area Strength Fracture Capping Remarks Method* Code(s) Sample No. (days) (days) (days) (pounds)inches) (in?) (psi) Type 27 5100 A N F: 28 70A 1 5 7 144340 6.00 70B 1 27 28 70C 1 27 2g 70D 1 34 35H Capping Method.• N=ASTM C 1231, Unbonded Caps S-ASTM C 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 49/ 59 Pour Location: Same as above TYPES OF FRACTURE Copies to: A B C D P Cone Cone & Cone & Shear Columnar Split S~~j f~2 Christopher Rasmussen Project Manager Providing erigirreering and envirurrmental sohtitions since 1957 R L•fi ~ N'II INTERTEC Braun InTertec Great Lakes, Inc. Phone: 651.487.32!15 24.5 Casl Roselawn Avenue I Fax: 651.487.1 81 2 St. Paul, MN _5.51 17 Web: braunlntcrtec.cam Compressive Strength of Concrete Cylinder Report Date: 4/11/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:71 WM/AL Date Cast:3/31/2005 Time Cast:7:45 am Date Received:4/] /2005 Measured Slump (in.): (ASTM C 143)4 1/4 Measured Air (%):1.7 Concrete Temp (°F):65 Air Temp (°F):49 Liquid Added Oa Site:None Sample Location: Interior Slab-on-Grade, F-10 C Field Lab Test Cure Cure Age Sample Na.days)days)days) 71A I 6 7 71B 1 27 28 71 C 1 27 28 71D 1 34 35H Mix Design:H 149R Supplier:Granite City Specified Air (%):0-3% Specified Strength (psi):3500 Ticket Number:71 Cylinders per Set:4 Cylinders Cast By:TS/Braun Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in?) 146200 6.00 2$.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 5170 A N F: CappingMethod: N-ASTMC 1231, Unbonded Caps 5=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 49/ 59 Pour Location: Same as above TYPES OF FRACTURE Copies to: A B C D E Cone Cone & Cone 8~ Shear Columnar d Split S e~ __ c~i"~' i' G Christopher Rasmussen ! Project Manager Providing engineering and environmental solutions since 1957 INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Braun interlec Great Lakes, Inc. Plinne: 651.487.3245 245 East Roselawn Avenue Fox: 651.487.1 812 St. Paul, MN 5.5117 Web: brouninterlec.com Report Date: 4/11/05 Project No.: SP-04-07304 Project Desc: ~ uthea~st o~Cedar St and School Blvd Monticello, MN Field Test Conditions and Results Set Number:72 WM/AL Mix Design: Date Cast:3/31/2005 5:10 am Supplier: Specified Air (%): Time Cast: 4/1/2005 Specified Strength (psi): Date Received: Measured Slump (in.): (ASTMC 143)4 1/2 Ticket Number: Measured Air (%):1 ~$ 66 C lenders er Set: Cylinders Cast By:YF):Concrete Temp ( Air Temp (°F): I_,iquid Added On Site: 6 ga 49 llons water/ 9 yds. Sample Location: Interior Slab-on-Grade, E.5-9 Test Results Field Lab Test Cure Cure Age Sample No.days)days)days) 72A 1 6 7 72B 1 27 28 72C 1 27 28 72D 1 34 35H Cylinder Cylinder Max Load Diameter Area pounds) (inches)in?) 139760 6.00 28.27 H 149R Granite City 0-3% 3500 71 4 TSBraun Strength Fracture Capping Remarks psi) Type Method* Code(s) 4940 A N F' Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sudfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 49/ 59 Pour Location: Same as above TYPES OF FRACTURE Copies to: A ~ ~ p E Cone Cone & Cone & Shear Columnar Split She r Christopher Rasmussen `; Project Manager 4 Yroviding engineering and environmental solutions since 1957 4f,<' 1-' r?,,; r' A~ INTERTEC Braun Intertec Great Lakes, Inc. Phone: 6 5 1.4 8 Y. 3 7.45 745 East Roselawn Avenue I Fax: 651.48.1812 St. Paul, MN 55117 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/14/OS Test Method: AST1vI C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:73 WM/AL Mix Design:H 149R Granite City Date Cast:4/4/2005 7:40 am Supplier: Specified Air (%):0-3% Tune Cast: Date Received:4/5/2005 Specified Strength (psi):3500 Measured 51ump (in.): (ASTMC 143) 5 1/4 Ticket Number:85 Measured Air (%):1.6 71 Cylinders per Set: Cylinders Cast By: 4 TS/Braun F):Concrete Temp ( Air Temp (°F):60 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade, D.5-7.5 Compression Test Results Field Cure Lab Cure Test Age Cylinder Max Load Diameter Cylinder Area Strength Fracture Capping Remarks Sample No.days)days)days)pounds) (inches)in.z) (psi) Type Method* Code(s) N F: 73A 1 6 7 144750 6.00 28.27 5120 A 73B 1 27 28 73C 1 27 28 73D 1 34 35H CappingMethod: N=ASTMC 1231, Unhanded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Ternp: 49/ 59 Pour Location: Same as above TYPES OF FRACTURE Copies to: q B C D E Cone Cone & Cane & Shear Columnar Split Shear 2e~) Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 0 ~~ae ®® Braun Interlec Great Lakes, Inc.Phone: b.i 1.487.3'L45 2iPYiPRim245EastRoselgwnAvenueFax: 651.487.) 81 NTE RTEC St. Ppul, MN 551 17 Web: brnunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/14/05 Test Method: ASTM C 39, 6 X 12 Cylin der Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Froject Dese: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:74 WM/AL Mix Design: H 149R Date Cast:4/4/2005 Supplier: Granite City Time Cast:9:05 am Specified Air (%): 0-3% Date Received:4/5/2005 Specified Strength (psi): 3500 Measured Slump (in.): (ASTM C 143)4 Ticket Number: 87 Measured Air (%):1.$Cylinders per Set: 4 Concrete Temp (°F):68 Cylinders Cast 13y: TS/Braun Air Temp (°F):60 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade, D-9 Com ressiou Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in?) (psi) Type Method* Code(s) 74A 1 6 7 142550 6.00 25.27 5040 A N F: 74B 1 27 28 74C 1 27 28 74D 1 34 35H Capping Method: N=ASTMC 1231, Unbanded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 49/ 59 Pour Location: Same as above TYPES QF FRACTURE Copies to: A B C l7 E Cone Cone 8~ Cone & Shear Columnar Split Shea r' Christopher Rasmussen J Project Manager Providing engineering and environmental solutions since 195 RA`1 ~ INTERTEC Compressive Strength of Concrete Cylinder Report Date: 4/14/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SF-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditiaus and Results Set Number: 75 WM/AL Mix Design: H 149R Date Cast: 4/4/2005 Supplier: Granite CityTimeCast: 11:00 am Specified Air (%): 0-3% Date Received: 4/5/2005 Specified Strength (psi): 3500 Measured Slump (in.): (ASTMC 143) 4 1/4 Ticket Number: 86/ 66565 Measured Air (%): 1.6 Cylinders per Set: 4 Concrete Temp (°F): 68 Cylinders Cast By: TSBraun Air Temp (°F): 6D Liquid Added ~n Site: none Sample Location: Interior Slab-on-Grade, D.5-9.5 Braun InteMec Great Lakes, Inc. Phone: h51,g87.3245 245 East Poselawn Avenue Fax: 651.48%.1817 St. Paul, MN 55117 Weh: brauninfc:rteccom C_ ompression Test Results Field Lab Test Cure Cure Age Sample Na.days)days)days) 7SA 1 6 7 75B 1 27 28 75C 1 27 28 75D 1 34 3SH Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 145200 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 5140 A N F: Capping Method.' N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Su fur Caps.Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: 49/ 59 Pour Location: Same as above Copies to:TYPES OF FRACTURE A B C D E Cone Cone & Cone &r Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental .solutions since 195 tl~ INTERTEC Braun Inferfec Greaf Lakes, Inc. Phone: 651.187.3245 245 Easl Roselnwn Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Weh: brauninterleC.r..nm Compressive Strength of Concrete Cylinder Report Date: 4/18/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:78 WM/AL Mix Design:H 1498 Date Cast:4/6/2005 Supplier:Granite City Time Cast:6:30 am Specified Air (%):0-3% Date Received:4/7/2005 Specified Strength (psi):3500 Measured Slump (in.):AS1"M C 143)4 1/2 Ticket Number:119/66642 Measured Air (%):1.7 Cylinders per Set:4 Concrete Temp (°F):69 Cylinders Cast By:TS/Braun Air Temp (°F):59 Liquid Added On Site:none Sample Location: Interior S lab-on-Grade, H-13 Com ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No. (days)days)days)pounds)inches) (in.z) (psi)Type Method* Code(s) 78A 1 6 7 138730 6.00 28.27 4910 A N F: 78B 1 27 28 78c 1 27 zs 78D 1 34 35H Capping Method: N=ASTM C 1231, Unbonded Caps S-ASTM C b17, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: Same as above Copies to: TYPPS OF FRACTURE A B C D E Cone Cone & Cone & Shear Columnar Split She Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 F, INTERTEC Braun InleMec Great Lakes, Inc. Phone: 651.4E37.3245 245 East Roselawn Avenue Fax: 651.487.181 2 5t. Paul, MN 55117 Web: brauninlertec.com Compressive Strength of Concrete Cylinder Report Date: 4/18/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: RichardMisenhimer ProjectNo.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:79 WM/AL Date Cast:4/6/2005 Time Cast:8:10 am Date Received:4/7/2005 Measured Slump (in.): (ASTMC 143)6 Measured Air (%):1.7 Concrete Temp (°F):65 Air Temp (°F):60 Liquid Added On Site:none Sample Location: Interior Slab-ou-grade, G-12 Field Lab Test Cure Cure Age Sample No.days)days)days) 79A 1 6 7 79B 1 z7 28 79C 1 27 28 79D 1 34 35H Mix Design:H 149R Supplier:Granite City Specified Air (%):0-3% Specified Strength (psi):3500 Ticket Number:128/ 66651 Cylinders per Set:4 Cylinders Cast By:TSBraun Comuression Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 136440 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4830 D N F: CappingMethod: N=ASTMC 1231, Unbanded Caps S=ASTMC 617, Sur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: Same as above Copies to: TYPES OF FRACTURE A B C D E Cone Cone & Cone &~ Shear Columnar Split Shea r ~~~ tv.~~ ~~~,~) Providing engineering' and environmental snlutioru since 1957 Christopher Rasmussen ~ Project Manager d1 i~ I~JTERTEC Braun intertec Great Lakes, Inc. Phonc;: 651.487.3245 24.5 Fast Roselown Avenue Fax: 651.487.1 81 2 St. Paul, MN 55117 Web: brouninterfer...com Compressive Strength of Concrete Cylinder Report Date: 4/18/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhmer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number:80 WM/AL Mix Design:H 149R Date Cast:4/6/2005 Supplier:Granite City Time Cast:9:30 atn Specified Air (%):0-3% Date Received:4/7/2005 Specified Strength (psi):3500 Measured Slump (in.): (ASTMC 143)5 Ticket Number:1 1 1/ 66663 Measured Air (%):1.6 Cylinders per Set:4 Concrete Temp (°F):65 Cylinders Cast By:TSBraun Air Temp (°F):GO Liquid Added On Site:none Sample Location: Interior Slab-on-grade, F-12 ression Test Results Field Lab Test Cure Cure Age Sample Na..days)days)days) 80A 1 6 7 80B 1 27 28 SoC 1 27 28 80D 1 34 3SH Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 133130 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4710 D N F: Capping Method ~ N=ASTMC 1231, Unbvnded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: I'he specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: Same as above Copies to: TYPES OF FRACTURE a e c n E Cone Cone ~ Cone & Shear Columnar Split S r~ ~~ ~ ~ ~~~~~6;. Christopher Rasmussen Project Manager Prnvidin,~ en~rinf:ering and environmental solutions since 19.57 RAL1N INTERTEC Braun Intertec Great Lpkes, Inc. I Phone: 651.487.3245 245 East Raselawn Avenue Fax: 65 1.487.1 81 2 St. Paul, MN 5.i1 l7 Web: brauninterteccnm Compressive Strength. of Concrete Cylinder Report Date; 4/18/05 Test Method: ASTMC 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-64$9 Monticello, MN Field Test Cond itions and Results Set Number: 81 WM/AL Mix Design: T254 Date Cast: 4/6/2005 Supplier: Granite City Time Cast: 1:15 pm Specified Air (%): 6+/-1.5 Date Received: 4/7/2005 Specified Strength (psi): 4000 Measured Slump (in.): (ASTMC 143) 5 Ticket Number: 57 Measured Air (%): 5 Cylinders per Set: 4 Concrete Temp (°F): 6S Cylinders Cast 13y: 7"SBraun Air Temp (°F): 50 Liquid Added On Site: 5 gallons water/ 9 yd. Sample Location: Exterior Slab-on-Grade, K-7.2 Test Results Field Lab Test Cure Cure Age Sample No.days)days)days) 81A 1 6 7 81B 1 27 28 81C 1 27 28 81 D 1 34 35H Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 101760 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 3600 D N B: Capping Method: N=ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. General Remarks: Field Cure Temp: Four Location: 1xterior Slab-on-Grade, Loading Dock J-K/7-9 Copies to: TYPES OF FRACTURE A B C D E Cone Cone 8~ Cone & Shear Columnar Split S ar Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 19.57 BR~IJN I KITE RTES Letter of Transmittal Client: Wal-Mart Stores, inc. Braun lntertec Project No: SP-04-07304 Transmittal No: 39 To: Fred Patch From: Braun lntertec Corporation City of Monicello 245 >E;ast Roselawn Avenue 505 Walnut Street St. Paul, MN 55117-1943 Suite 1 Monticello, MN 55362-8831 Re: Wal-Mart Supercenter Stare #3624-00, Southeast of Cedar St. and School 131vd., Monticello, MN This Transmittal is being Sent: For your approval As requested X For your records For review Information Sent Co ies Reference Numbers Comments/Clarification Concrete Tests 1 58-61, 88-92 Density Tests 1 451-546 Gradations 1 G37-G38 Transmittal List Information Sent BRR Concrete Tests, Density Tests, Gradations City of Monicello Concrete Tests, Density Tests, Gradations Granite City Ready Mix Companies Concrete Tests Lewis Construction, lne.Concrete `T'ests Olson Associates Density Tcsis, Cxradations Veit & Companies, inc.Density Tests, Gradations Wal-Mart Stores, Inc.Concrete Tests, Density Tests, Gradations Weis Builders Concrete Tests, Density Tests, Gradations Signature: I ~' Sent By: Rasmussen Christopher Phone: (651) 487-3245 t<<vs~~i~~ • Providing engineering and environmental solutions since 1957 BRAUN BraunlnleHacCorporation Phone: 651487.3245 245 Ec~sl Roselawn Avenue Fax: 6.51,487.18 12 INTERTEC 5t. Foul, MN 55117 Wab brauronterteccorn Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: A53'M C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc.Project Desc: Wal-Mart Supercenter Store #3624-pU 2001 Southeast loth Street Southeast of Cedar St. and School Blvd. Bentonville, AK 72716-6489 Monticello, MN Field Test Conditions and Results _ _ _ _ Set Number: 58 WM/AL Mix Design: H 1498 Date Cast: 3/23/2005 Supplier: Granite City Time Cast: 6:00 am Specified Air (%): 0-3% Date Received: 3/24/2005 Specified Strength (psi): 3500 Measured Slump (in.): (AS`C'M C 143) 5 Ticket Number: 85 Measured Air (%): 1.7 Cylinders per Set: 4 Concrete Temp (°F): 65 Cylinders Cast By: TSBraun Air Temp (°F): 58 Liquid Added On Site: none Sample Location: Interior Slab-on-Grade: D.5-3.5 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds)inches)in.~)psi)Type Method*Code(s) 58A 1 G 7 133530 6.00 28.27 4720 D N F: 58B I 27 28 177320 6.00 28.27 6270 A N K: 58C 1 27 28 174680 6.00 28.27 6180 A N K: S8D i 34 351{ Capping Method: N=ASTMC 1231, Unbonded Cups S-=AS'TMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specired strength. General Remarks: Field Cure Temp: not given Pour Location: Satre as above Copies to: TYPES OF FRACTURE A B C D E Cone Cone 8 Cone 8~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering acid environmental solutions since 1957 BRAUN INTERTEC Braun Inferfec Corporation Phone: 651.487.324 `i 245 Ec+st Roselawn /venue Fax', b.51.487.1 81 2 St. Paul, MN 551 17 Web: braunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenlzimer Project No.: SP-04-07304 Wal-Mart Stores, lnc_ Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Sct Number:59 WM/AL Uate Cast:3/23/2005 Time Cast:7:50 am Date Received:3/24/2005 Measured Slump (in.): (ASTM C 143)4 t/2 Measured Air (%):1.8 Concrete "hemp (°F):65 Air "Comp (°F):58 Liquid Added On Site:none Sample Location: Interior Slab-on-Gr ade: D.5-4.5 Field l.,ab 1'cst Cure Cure Age Sample No.days) (days)days) 59A 1 6 7 59B 1 27 28 59C 1 27 28 59D 1 34 35H Mix Design:H149R Supplier:Granite City Specified Air (%):0-3% Specified Strength (psi):3500 Ticket Number:11 I/ 662777 Cylinders per Set:4 Cylinders Cast By:TS/Braun Compression Test Results Cylinder Cylinder Max Load Diameter Area Strength Fracture Capping Remarks pounds)inches)in?)psi)Type Method*Code(s) 138920 6.00 28.27 4910 D N F: 179040 6.00 28.27 6330 A N K: 175660 6.00 28.27 6210 A N K: Capping Method: N=ASTM C' ! 231, Unhanded Cups S=ASTM C 617, Sulfur Caps_ Break Remarks: F: The specited strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: not gtvcn Pour Location: Satne as above 7YPE5 OFFRAG7URE Copies to: A B C D ~ Cone Gone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 sRauN INTERTEC Braun Interfec Gorporafion Phone: 6.5 1.4 8 7.3 2 4 5 245 E<lst Roselawn Avenue I (-ax 651.487.1 812 St. Paul, MN 551 17 Web: k~raunintertec.com Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTM C 39, 6 X l2 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 ZOO l Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C t43) Measured Air (%): Concrete Temp (°F): Air Temp (°F): Liquid Added Qn Site: Sample Location: not given Field Lab Test Cure Cure Age Sample No.days)days)days) 60A 1 6 7 6013 1 27 28 60C 1 27 28 60D 1 34 35H 60 AM/AL Mix Design:H 1498 3/23/2005 Supplier:Granite City not given Specified Air (%):0-3% 3/24/2005 Specified Strength (psi):3500 not given Ticket Number:not given oat given Cylinders per Set:4 not given Cylinders Cast By:TS/l3raun not given not given Compression Tcst Results _ Cylinder Cylinder Max Load Diameter Area Strength Fracture Capping Remarks pounds)inches) (in.z) (psi)Type Method*Code(s) 138670 6.00 28.27 4900 D N F: 170300 6.00 28.27 6020 A N K: 174170 6.U0 28.27 6L60 A N K: Cupping Me[hod• N=A.STMC 1231, (Inbartded Cups S=ASTMC b17, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Field Cure Temp: not given Pour Location: Copies to: TYPES OF FRACTURE q 8 C D E Cone Cone & Cone $~ Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering ctrtd environmental solutions since 1957 BRAUN Brpun Intertee Gorporotion Phone G S I A 8 7.3 ? 4 5 2A:a East Roselnwn Avenue Fnx: 681 481.1812 INTERTEC Si. Paul, MN S.i117 Web braunintertee corn Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimcr Project No.: SP-04-07304 Wal-Mart Stores, Inc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast loth Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-64$9 Monticello, MN Field Test Conditions and Results Set Number: ~6l WM/AL Mix Design:H 14911 Granite City Date Cast:3/23/2005 l 1:55 am Supplier: eci6ed Air %):Sp 0-3% Time Cast: Date Received:3/24/2005 Specified Strength (psi):3500 Measured Slump (in.):ASTM C 143)4 l/2 Ticket Number:71/ 66303 4 Measured Air (%):1.7 6G Cylinders per Set: Cylinders Cast By:TS/Braun F):Concrete Temp ( Air Temp (°F):S8 Liquid Added On Site:none Sample Location: Interior Slab-on-Grade ~ C.8-6 3 Com~ession Test Results. Field Cure Lab Cure Test Age Max Load Cylinder Cylinder Diameter Area Strength Fracture Capping Remarks Sample No. (days)days)days)pounds)inches) (in.Z) (psi)Type Method* N Code(s) F: 61A 1 6 7 135280 6.00 28.27 4780 D N K: 61 B l 27 28 175 150 6.00 28.27 G l90 A K 61C 1 27 28 172660 6.00 28.27 6110 A N 61D 1 34 35H Capping MethacL' N=AS"lM C 1231, Unbonded Caps S =ASTMC 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. K: The above 28-day test meets the specified strength. General Remarks: Fie-d Cure Temp: not given Pour Location: Same as.above TYPES OF FRACTURE Copies to: A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering uncl environmental solutions since 1957 BRAUN f INTERTEC Compressive Strength of Concrete Cylinder Report Date: 4/22/05 T'est Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, lnc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast ofCedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Sct Number:88 WM/AL Mix Design:I'2S7 Uate Cast:4/13/2005 Supplier:Granite City l'ime Cast:730 am Specified Air (%):6+/-1.5 Date Received:4/19/2005 Specified Strength (psi):4000 Measured Slump (in.): (ASTM C 143) 3 1/2 Picket Number:86 Measured Air (%):7.0 Cylinders per Set:4 Concrete "Temp (°F):67 Cylinders Cast By:J V-Bl/Braun Air Tcmp (°F):35 Liquid Added On Site:4 gallons water Sample Location: Sidewalk-Second Section West (a7 Grids B & 1 Braun Interfec Corppration I Phone: 651.487.3245 24.5 Fc~sl Roselawn Avenue f«x'. 651.487.1 8) 2 Si (nul, MN 551 17 Weh: hrauniniertec.corn Compression Test Results Field Lab Test Cure Cure Age Sample No.days)days)days) 88A 6 r 7 s86 6 zz z8 88C 6 22 28 88D 6 29 35I1 Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.Z) 109270 6.00 2$.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 3860 U N B: Cupping Method: N=ASTMC' 1231, Unbonded Cups S=ASTMC 617, Sulfur Caps. Break Remarks: B: The 7-day result projects that the specified strength will likely be met at the specified age according to a typical strength age relationship. General Remarks: Field Cure'Pemp: Pour Location: same as above Copies to: A B C D E Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager TYPES OF FRACTURE Providing engineerinK and enviranmentnl solutions since 1957 sRauN iNr~arEc Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, [nc.Project Desc: Wal-Mart Supercenter Store #3624-QO 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: 89 WM/AL Mix Design: -T309 Date Cast: 4/13/2005 Supplier: Granite City Time Cast: 10:20 am Specified Air (%): 6+/-t.5 Date Received: 4/14/2005 Specified Strength (psi): 5000 Measured Slump (in_): (ASTM C 143) 5 Ticket Number: 85 Measured Air (%): 7.2 Cylinders per Set: 4 Concrete Temp (°F): 62 Cylinders Cast By: JV-R [/Braun Air Temp (°F): 50 Liquid Added On Site: 10 gallons water Braun Inferfec Corporation I Phone. 651 487,32A.5 245 East Roselawn Avenue Fox: 651.487.1 812 St. Paul, MN 551 17 Weh: hrrnmintertec:.cnm Sample Location: TLE Apron-South side, East half Field Lab Test Cure Cure Age Sample No.days) (days)days) 89A l 6 7 8913 I 27 28 89C I 27 28 89D 1 34 35H Compresston Test Results Cylinder Cylinder Max Load Diameter Area pounds) (inches)in.z) 128790 6.00 28.27 Strength Fracture Capping Remarks psi) Type Method* Code(s) 4560 A N F: Capping Method: N-t1STM C 1231, Unbonded Caps S=ASTM C 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks:Field Cure Temp: Pour Location: same as above Copies to: TYPFS OF FRACTURE A 8 C D B Cone Cone & Cone & Shear Columnar Split Shear Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN Braun InteMee Corporption Phone: 6 5 1.4 8 7.3 2 4 5 INTLICTEC 245 Fost Roselawn Avenue Fax: 651.487.1812 St. Paul, MN .551 17 Web: h~aunintertec.com Compressive Strength of Concrete Cylind er Report Date: 4/22/05 Test Method: ASTM C 39, G X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, [nc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Co nditions and Results Set Number: 90 WM/AL Mix Design: T309 Date Cast: 4/13/2005 Supplier: Granite CityTimeCast: L0:40 am Specified Air (%): 6~-/-1.5 Date Received: 4/14/2005 Specified Strength (psi): 5000 Measured Slump (in.): (ASTM C l43) 4 1/4 Ticket Number: 71 Measured Air (%): 7.2 Cylinders per Set: 4 Concrete Temp (°F): 63 Cylinders Cast By: J V-BI/Braun Air Temp (°F): ~ 1 Liquid Added (7n Site: 6 gallons water Sample Location: TLE Apron-North side, East 1/3 Compression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No.days) (days)days)pounds) (inches)in?) (psi) Type Method* Code(s)90A 1 G 7 133760 6.00 28.27 4730 D N F: 90B 1 27 28 90C 1 27 28 90D 1 34 35H Capping Metha<l: N=ASTMC 1231, Unbranded Caps S=ASTMC 617, Sulfur Caps.Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure 't'emp: Pour Location: same as above Copies to:TYPES OF FRACTURE A B G Q E Gone Gone $~ Gone & Shear Columnar Split Shear Christopher Rasmussen Project Manager rnviding engineering and environmental snlutiorts since 1957 BRAUN INTERTEC Braun Intertec Corporation I Phone: 651.487.3245 245 East Roselawn Avenue. Fox: 651.487.1 8 12 St. Poul, MN 551 17 Web: f_irouninterleccorn Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, [nc. Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast 10th Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results Set Number: _9l WM/AL Mix Design:0042 Date Cast:4/13/2005 Supplier:AVR Time Cast:11:05 am Specifted Air (%):6+~/-1.5 Date Received:4/i4/2005 Specified Strength (psi):3500 Measured Slump (in.): (ASTM C 143)3 l/4 Ticket Number:384 Measured Air (%):5.9 Cylinders per Set:4 Concrete Temp (°F):70 Cylinders Cast By:JV-BC/Braun Air Temp (°F):54 Liquid Added Un Site:none Sample Location: Light Bas es -Nort h side of Bldg. & NW of Bldg., 7 to 1) Co~ression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max l..oad Diameter Area Strength Fracture Capping Sample No. (days) (days)days)pounds)inches) (in.~) (psi)Type Method* 91 A 1 6 7 129970 6.00 28.27 4600 A N 91B l 27 28 91C l 27 28 9l D I 34 351-[ Capping Method= N-ASTMC 1231, Unbonded Caps S=ASTMC 617, Sulfur Caps. Break Remarks: F: `['he specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: same as above TYPES OF FRACTURE Copies w: Remarks Code(s) F: A B C Q E Cone Cone & Cone 8~ Shear Columnar n Split Shear r ~ Christopher Rasmussen Project Manager Providing engineering and environmental solutions since 1957 BRAUN BraunlnterfecCorporation Phone: 651,487.3245 24.5 Last Koselawn Avenue F<~x: 651.48%.1 B 1 2 NTERT~C s. Pain, MN Ss> > 7 Web: hrnunintertec com Compressive Strength of Concrete Cylinder Report Date: 4/22/05 Test Method: ASTM C 39, 6 X 12 Cylinder Client: Richard Misenhimer Project No.: SP-04-07304 Wal-Mart Stores, [nc.Project Desc: Wal-Mart Supercenter Store #3624-00 2001 Southeast IOth Street Southeast of Cedar St. and School Blvd. Bentonville, AR 72716-6489 Monticello, MN Field Test Conditions and Results _, Set Number: _92 WM/AL Mix Design: T2S4 Date Cast:4/ 13/2005 Supplier: Granite City Time Cast:3:20 pm Specified Air (%): 6+/-1.5 Date Received:4/14/2005 Specified Strength (psi): 4000 Measured Slump (in.): (ASTM C 143)4 1/4 Ticket Number: 86 Measured Air (%):6.2 Cylinders per Set: 4 Concrete Temp (°F):68 Cylinders Cast Hy: JV-Bl/Braun Air Temp (°F):62 Liquid Added On Site: 5 l;allons water Sample Location: Slab-on-Grade: Garden Center -Grids C.6 to C.8 between grids 13 & 14. l Co~ressian Test Results Field Lab Test Cure Cure Age Max Load Cylinder Cylinder Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days)pounds)inches) (in.Z) (psi) Type Method* Code(s) 92A 1 6 7 1261 ZO 6.00 28.27 4460 D N F: 92B I 27 28 92C I 27 28 92D 1 34 35Ef Cupping Methra~' N=AS7"M C 1231, Unbranded Caps S=AST'M C 617, Sulfur Caps. Break Remarks: F: The specified strength was met at the 7-day age according to the above test results. General Remarks: Field Cure Temp: Pour Location: same as above TYPES OF FRACTURE Copies to: A B C D E Cone Cone & Cone & Shear Columnar Split Shear v~--- ~_ Christopher Rasmussen Project Manager Providing engineering and environtrLentul solutions since 1957 sRauw 1 iNTERTEC Sieve Analysis of Fine any Date: April 26, 2005 Client: Mr. Richard Miser-himer Wal-Mart Stores, Cnc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Field Data Braun Inferfac Corporation Phone'. 651.487.3245 245 Ecut Roselawn Avenue I Fax: 651.4871 812 St. Pc7ul, MN 551 17 Web: brnunintertec.cnm t Coarse Aggregates Project: SP-04-07304 Project Description: Wal-Mart Supercenter Stare #3624-OU Construction Materials Testufg Southeast of Cedar St. & School B Monticello, MN Sample Number: G-37 Sampled By:Braun Date Sampled:4-20-OS Date Received:4-21-OS Date Tested:4-22-OS Classification:Class 5 Sample Location:Wal-Mart Monticello 100'S of Grids 1 & G Parking Lot Laboratory Results Sieve Size Passing Specifications 1..l0U l0U 3/4"96 90-100 5/8"94 1/2"91 3/8„S7 50-90 4 78 35-80 10 46 20-65 20 27 40 l fi 10-3 5 80 7 200 5.9 3-10 Remarks: The above sample meets project gradation specit'ication Far Class-5 Aggregate Base. Chris J. Rasmussen Project Manager Providing engineering and envirorunental solutions since 1957 BRAUN 1 INTERTEC Sieve Analysis of Fine and Date: April 26, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc. 2001 Southeast 10th Street Bentonville, AR 72716-6489 Field Data BraunlnferfeeCorporation I Phone: 651.487.3245 245 East Rosel~wn Avenue fax: 651.487,181 2 St. Paul, MN 551 17 Web: brauninterlec com 1< Coarse Aggregates Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast ofCedar St. & School $ Monticello, MN Sample Number: G-38 Sampled Tay:raun Date Sampled:4-21-OS Date Received:4-21-OS Date Tested:4-22-OS Classification:Class 5 Sample Vocation:Wal-Mart Monticello 200'W if Grids 2 Parking Lot Laboratory Results Sieve Sizc a T'assing Specifications 1"100 100 3/4"94 90-L00 5/8"91 1/2"88 3/8"84 50-90 4 74 35-80 LO 58 20-GS 20 36 40 l9 10-35 80 7 200 5.6 3-10 Remarks: The above sample meets project gradation specitication for Class-5 Aggregate Base_ Chris J. Rasmussen Project Manager A I~Y07/{().(Tl~, E'Tl~,lTlt'C'T•lTlg U11(1 2117/1Y0tt1TlQYltCII SO1LlllC/TlS S1Tll'.2 !!y5/ BRAUN INTERTEC Report oif Field Compaction Tests Date: Apri126, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, Inc 2001 Southeast 100`f' Street Bentonville, AR 72716-E489 Soil ID and L'est Date Type Classification 451 4-20-OS N P~/(=I--S 452 420-05 N P-~4/CL-5 453 4-20-OS N P-4/CL-5 454 4-20-05 N P-4/CL-5 Braun Inferfec Corporation Phone. 6 51.4 81 3 2 Q S 245 East Roselawn Avenue Fax: 651.487.1 817_ 5t. Paul, MN 5.51 17 Web: braunintertec.com Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Maa. Lab In Place Specified Optimum Dry Density In Place i t Dry Density Relative Compaction Minimum Compact. Moisture Std. Proc.)uresMo Cf) Comments Pet)p 7.1 136.2 8 13$101 100 P+ 7.l 13fi.2 7 137 lOl 100 A 7,1 136.2 7 136 100 100 A 7.1 136.2 8 137 101 L00 A Key_ N = Nuclear, ASTM U 2922 SC = Sand Cone, ASTM U lSSfi A = Test results comply with specifications. I; = Test results do not comply with specifications. Elevation test Location Tit FCL-5 451 5'S & 5'G of Grids I3-7 & 14.5 G.C. Slab Base (9 '/4) FCL-5 452 2'N & 5' W of Grids U-(i & 14.5 G.C. Slab Base (9 '/s) F(;L-5 453 l0'N & 15'E ol'Grids 1 & J Truck `Curnaround (CL-5 = 8'/z") FCL-5 454 70'S & 15'E of Grids 1 & J Truck'I'urnaround (CL.-5 = S ''/Z") Elevation Reference: Finish Class S =FCL. 5 Braun Intertec Corporation Chris Rasmussen Project Manager Providing engineering; and environmental solutions since 1957 Braun InteMec Corporafinn Phone: b51.487.3245 BRAUN 245 Fast Rnselawn Avenue Fax: 651.487.1812 t INTERTEC St. Ppul, MN 55117 Web'. brauninterteCCOrn Report of Field Compactiaa Tests Date: Apri125, 2005 Client: Mr. Richard Misenhimer Wal-Mart Stores, lnc 2001 Southeast 100' Street Bentonville, AR 72716-(1489 Soil Key: N - Nuclear, ASTM D 2922 SC Sand Cvne, ASTM D 1556 ID and Test Date 'T'ype Classification 455 4-22-05 N P-1/5P-SM 45fi 4-22-05 N P-l/SP-SM Project: SP-04-07304 Project Description: Wal-Mart Supercenter Store #3624-00 Construction Materials Testing Southeast of Cedar Street and School B Monticello, MN Mag. Lab In Place Specked Optimum Dry Density In Place Dry Relative Minimum Moisture Std. Proc.)Moisture Density Compoation Co ~oact. Comments Pct Pct 14.3 115.2 9 1 l8 102 98 A 14.3 115.2 9 117 102 98 A Test Test Location 455 Plumbing Backfill: 5'S & 2'W ofGrids 14 & J.4 456 Plumbing Backfill: 6'S & 7'F of Grids 14 & J.4 Elevation Reference: Finish Eloor Elevation - 966.0 p = Test results comply with specifications. B = Test results do not comply with specifications. Elevatian 954 956 Br~au~njlntertec Corporation l~~ Chris Rasmussen Project Manager Providing engineering and environmental solutions since 1957 EA W W O W u~ O I m 1 O f]. 3 v k w n ~ m° N 9 ~ N N N c ~ ~ ~'° o N ~ N• y a N m h yi O N a ~ 3 0 mwwpc w n en en w ~ ~~ N - ~ n a ~ rv Q a~w ~~ o r.~ ca N ~ m m °i n 7'p'ui h~ c m ~N c* n r~p 10 D .N. ~ mn d amaa o o d~ x '' ~ rn ~ cn N O w C ~G S~ m 3 C a 1° Y ~N n m m s n o a n a A n' n i N n m m m n N cn cn i v> ~n cn n~ D UAi fp N U+ N ~D J Cry c7 VJ U? N (a O [n q M {~ { q y N N N N N N N d I N W N NNtllaIo~ ~ s p ~ A o cNa s .o ~~ ~W ~Sn A ~n ~ V m N O W .P ^~ o Cn ~ C +Wj N w 'o vNO (11 W Q o pe a N d yr N WDOO ~1 ~ tlf cy 'rNno GO~Ca "vr A O Ol T O O K 4 9 A d m n-o ~~ a~~~ny~d~N _ N 'C n ~ Q N~~~ n n N~ 0. a N N~~ g w~~ ~ x N m " N „ " ~ C70m nG• m~ ~~~•N N ~ S d. ~ m T w ~' ~ vii y,s~~nw ,+ ~ H "T1 4 in ca m ro m ~ p N any 7 C ZI ~ N N ~ (/1 `N_ GJ C 3 ^' w c a ro m fv V/ J 7 O H na rn r d c m m m m n y C vdr r'ma a e m w D m o n C~M N N N N~ Fn W a C a my cn fl , m rn~mV N QJ u N w m A co u~ m- U n UipT p~U N p w p N~ J ~A A n N F A N W Ni C w N c n m m ~ G W c d w y O a V V W a V V Po W N N N N G O 4 O 7s ry h m 2 V s O P 01 y Q7 a n W S ~ i a O a r to m w n 4J n,1 Q n 2 n w m CD m n w a n o i a n W 7 m L7 h O n O m o i a ~ A o m N m m S 3 h z m a p n m z m m O W m n 2 a C 1 O r T N 1 I 0 C 1 W V 1"h T~ rf N N O O Z t v n C W w OQ N w O 0 C.1~ 1$ oWo w t ~ V ' ~O 0 fD oa ro 3 ri x w m ~ m ~ 7. _ 7 0 V _, H H N C C .. 7 ~ O v,' 3 F' a a S Q N' - ~ S 4] ~ C ~ O ~ m s 3 0 d y ro c m g 7 ~ ~ ~ 1A N w ~ ~~o y a a = w ~ v> ~ ~ ~ a -~ N m m ~ a o a~ c 3 D ~ o o _ a a~w °:~ n> cn n ~ n v' n ~ rr T 0? i~ J O 9 rY•fNnaa ~~ N s a /o p ~ m n n n rho ~~~ ~ w e ddo~a w ~ ~ ~ e i'c o a ~`° ~g~ C 3 ~ ~ ~ ly= ~ ~ S C C~ N¢ m U ~ m ~ C CS 2 ~~ mN ~ ~ C m '° ~ o ti D b n N ~ n U+ Vi ~D LNY] ~ A u 1+ w a ~N fJ~ ~(n a n~ n N tT> O (Si T [~ N G~ 6i (T p ~ y+ ~ y~ N M M M N N N H N o~ e°Di m ~ Q~ ~o A O (ti W (h s Ass V m O O W j ^J c w~ O V N W O VNO~ ~ O W Q [J~ O N N W cc ~ ti co m bciocco~6o 'vr A O Q1 QI 4 4 0 N 4 0 0 A O r n (/1 1 Vf DC~r{~NN~ W D C ~~ a a y n Si a ~. y ~ n ~ _v ,~,,~BBnnm' a C7 m w~ ~ 0 ~ r 3 W c~ in m m L m 3 ~ m y m 3 ~ m ~ W» w 1~ m ~~ m Q O u~i G T :~ ~~ ~ m as fn ~ "~ mm~a ,~ d m N foil S ~ l4 m Y ~ H ~ 0 ~ ~ ~N N In p N GI ~) ~ 7 C 3 m M w +c Q; 5[ a N 3 w V °v. I4 Y U\ m a b m o. w c m m m o n d c v~v mc c r"C m z n r m o n N Hi ii 69 69 69 ~ b C a C V m~n 4A J m m~ V ~ c cn w i n~ w tr i A [a (p rte N p p~J O N tJ j n V i p p N m a r A V+ Q V ~N AO ~ N A w W M c w o;m c C 1 a y~ ~w C a N ~ j A O tli N y O V V D V V N N N O N O O LS O 3 n n D m F Q a 7 N O b O ~. o n na v n' a m w D ~ O ca C y ro ZOr, _ r~ N n n TI W m I'ri y ~o 3 ~ a O A m m O n m v m J O b o o 3 ~n m C m j m A m C o c 2 n N o n m x m m O 00 m n b m d r 1 1 W C V• M~ TT~ M rt N N O O o_ 1.~.%I CITY OF 1VIONTICELLO SUILDiNG PERMIT PERMIT # 04-$300DEVELOPMI?N'1' SERVICF,S - L3UILDING INSPF;C'IIONS - - PID # 1~5-169-001O.i„Uf ~-t:.-.. 505 Walnut tiuecL Suite 1, Monticello. MN 55362 City Tlall (763) 295-271 I I•ax (763) 295-4404 SITE ADDRESS: 9320 .,Cedar Street .- ---_ - -- --- TONING: B-4 Legal: Lot 1 Block 1 ~ Plat Mpnticellp Business Centex 3rd Addit~axt PROPERTY OWNER NAME: Walmart Address: CON'T'RACTOR NAME: United States Mechan3_ca1 Address: 3527 - 88th AVenu NE F.,NG./ARCHIT'EC:T NAME: __ Address: PLUMBER NAME: Address: MECHANICAL NAME: Address• c of Work: New Addition Alteration Repair Movc Other Usc• Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other Building Information: Estimated Value of construction: Yi Occupancy Class.: Construction Type: Sq. Ft.: No. Stories: Res. Units: Max. Occ. Load: Phone: City: State: `Lip: License #: Phone: ~(~-7$0-9030_' City: Blaine state: MN zip: 55014., License #: Phone: City: State: 'Lip: License #: City: Phone: state• zip: Phone: City: State: 'Lip: F'irc Suppression System Required: vH:`; NO Description of Worlc: ~'lumbin far new Walma_xt: sanitarq waste vent, starm i i.n ,water i in & fixtures. • Phis permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. I understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. 1~ ~ .r-, - ~..,C. Applic "• n• to •e l)at Building Offi al Signature l)a e _ Type of Payment• Cash Credit Card ~eck ~ "` l ~<- eceipt #~~~ ~ FFFS: Building Permit Plan Review State Surcharge BI.IILDING TO'T'AL Plumbing Permit 50. Qn Fixtures X59.00 State Surcharge _ . 50 PI,UMBINC. TOTAL Mech. Permit Fixtures State Surcharge MECHANIC-:A1, TOTAL BLDC. PERMIT SIIBTOT'AL~ Sewer Access ~SAC~ Water Access ~WAC~ Water Meter Water Meter Tax METER 'TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & "frail F'ee ro rAl, TEES TO BE PAIL) 3o9.so 309.50 a4Ki.-xi:i:i:r-r-Rir i:xi:i:i:Kx>e~p>4 d: xa':xRis is r~RRkie ,fie: >k a'rtK 1'RLINK FI?ES Normally Assessed Water _ Sanitary Sewer Storrn Sewer 1'O~'AL TRl1NK FEES MONTICF.LC.U PERMIT #: ADDRESS: CITY OF MONTICELLO OBSERVATION NOTICE DATE TIME Scheduled Q Completed p~'t l`-~ OWNER: CONTRACTOR: _ Footinls Foundation -Forms & Rebar Foundation - Iiackfill Basement Under Floor Slab Plumbing Rough-In COMMF NTS: A /(: ~ ~ ~U S ~~ ~ ~Cl Mechanical Rough-In Framing Insulation/F,nergy Conserv. Drywall O"THER Jdr~C Mechanical Final Plumbing Final Site Drainage Building Final INSPECTION RESULTS: REASONS: INSPECTOR: APPROVF,D - PKOCEF.D ^ WORK NOT READY UNABI~E'I'O INSPF.C'1' ^ NO PERMIT ISSUED CORRECT WORK - PKOC'EF.D ^ C'ORRECTIONS INCONIPLE"I'E CORRF;C:T WORK - CALI, FOR INSPECTION ^ UNABL,F, TO ACCESS STOP WORK ORDER -SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. i ~. ,_ '~ i'h~ ii~~~i~' MQNTICH:LT_.(1 PERMIT #: ADDRESS: CITY OF MONTICELLO OBSERVATION NOTICE DATE TIME Scheduled Completed r( OWNER: CON TRA-CTOR: ~~,,~~_ ~~ \ ~ „~_ ~~ _ T ~ ~nical I~ou- h-I~~ ^Footin~,s ~, Mecha g T Mechanical Final Foundation -Forms & Rebar Framing ^Plumbing Final Foundation - Backfill Insulation/Energy Conserv. ^Site Drainage B,~scment Under Floor Slab Drywall ^Building Final Plumbing Rough-In OTHER COMM]~NTS: / yD ~ L rycC ~.G.fT - ~7 '~ /3a f ~~iQ.~~/' G ~.1~~Ir LNSPECTION RESLILTS: L~ APPROVED - PROCF,F,D LINABLE TO INSPEC'1" CORRECT WORK -- PROCEED REASONS: INSPECTOR: WORK NOT READY NO PERMI'T' ISSLiED CORRECTIONS INCOlVIP1,F,TE CORRECT WORK -CALL H'OR IP~St'ECTION ^ l1NABLE'1'O ACCESS STUP WORK ORDER--SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. l dA~L~i~~i~~'. MONTICF~LT.O PERMI7f #: ADDRESS: OWNER„ CITY OF MONTICELLO OBSERVATION NOTICE CUNTR~-CTUR: ~~~ ~ r ~~~ Footings Foundation -Forms & Rebar Foundation - Backfill Basement LJnder Floor Slab PII~~uu~~mh'ng Rough-In ~ COM MlENTS: DATE TIME Scheduled 1 Completed Q j Mechanical Rough-ln Framing Insulation/Energy Conserv. Drywall OTHER: Mcchanical Final Plumbing Final Site Drainage I3uilding Final S #~~ST ~~~ ~ a~ ~if%G~/ INSPECTION RESLILTS:REASONS: INSPECTOR: ~ L~APPROVED - PROC'F.F,D WORK NOT READY UNABLE TO INSPECT NO PERMIT ISSUED CORRECT WORK - PKOC'EF.D COKRECTIONS INCOMPLETE CORRECT WORK -CALL, FOR UNABL,F, TO ACCESS IPVSPECT'ION STOP WORK ORDER -SEE A60VE DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. A ,~ ~~ CITY OF MONTICELLO OBSERVATION NOTICE MONTiCELi.O PERMIT #: CI ~ ~3 ~ ~ __ ADDRESS: ~ C~~~ ST OWNER: CONTRACTOR: ~,5 ~'I~G~-/~9N/CAL DATE TIME Scheduled y ~p-(~~""vU p/~I. Completed J ~ Footings Foundation -Forms & Rebar Foundation - Racktill Basement Under Floor Slab Plumbing Rough-ln COMMENTS: Mechanical Rough-In Framing Insulation/Energy Conscrv. Drywall OTHER L ~ Mechanical Final Plumbing Final Site Drainage Building Final S c~w~l _F cz~11 L ZD~t/ INSPECTION RESULTS: APPROVE[) -~ PROCEF,D UNABLE TO INSPEC:'1' CORRECT WORK -- PROCEED CORRECT WORK -- CALI. FOR INSPECTION STOP WORK ORDER - REASONS: INSPECTOR: WORK N0T READY NO PERMIT ISSUED CORRECTIONS INCOMPLETE UNABLE 'TO ACCESS SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection -- 24 hours in advance. r . - ,. . CITY OF MONTICELLO BUILDING PERMIT PERMIT # os-34G"~0 i" ~~~~ DEVELOPMENT SERVICES -BUILDING INSPECTIONS PID # 155~169_~f~101u505WalnutSn~eet Suite 1. Monticello. MN 55362 niorv~nce~~o a Crty Hall (763) 295-271 1 I-ax (763) 295-4404 SITE ADDRESS: 9320 Cedar Street ZONING: B~-4 Legal: Lot 1 Block 1 Plat Monticello ?iusiness Center 3rd Addition PROPERTY OWNER NAME: u?~.?m:~.rt Address: 9320 Gedar Street City: Monticello CONTRACTOR NAM E: Bags Refri.geratior~ License#: Address: 1215 - 4th Avenue S.E. City: Cedar Rapids ENG./ARCHITECT NAME Address: PLUMBER NAME: Address: MECHANICAL NAME: Address: Tvae of Work: New Addition Alteration Repair Move Other Llse• Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other Building Information: Estimated Value of construction: ~ Occupancy Class.: Construction Type: Sq. Ft.: No. Stories: Res. Units: Max. Occ. Load: Fire Suppression System Required: YES NO Description of Work: Instal? owr_er %urnished xe;riger~.tian equipme:at . This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. 1 agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. Appli Building O Type of Pay re Date ' Signature ___.. Date Cash Credit Card deck # ~j~~eceipt #~ Phone: State: I~41!' Zip Phone: 319-363--~54I State: IA Zip: 52403 Phone: State: Phone: Zip: State: Zip: Phone: State:Zip: FEES: License #: City: License #: City: City: Building Permit Plan Review State Surcharge BUILDING TOTAL Plumbing Permit ~ Fixtures State Surcharge PLUMBING TOTAL Mech. Permit 50.00 Fixtures 11 ? . 00 State Surcharge . SO MECHANICAL TOTAL BLDG. PERMIT SUBTOTAL) Sewer Access ~SAC~ Water Access ~WAC~ _ Water Meter Water Meter Tax METER TOTAL _ Sewer/Water Connection _ Contractor License Check _ Assessment Fee _ Utility Locate Fee _ Lift Station _ Park & Trail Fee xxx*rrYYYr,:>.x>...rY,:>.Kxrxrxxx>.,:Yxx::Y>.,:x, x TRUNK FEES Normally Assessed] Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES 1 x,? ~fl TOTAL FEES TO BE PAID 1.62. SO CITY OF MONTICELLO BUILDING PERMIT PERMIT ## 05-$739 tiry DEVELOPMENT SERVICES -BUILDING INSPECTIONS PID # 155-169-001010A~ti4'~~-~M 505 Walnut Street. Suite 1. Monticello, MN 55362 n~orviice~u~ City Hall (763) 295-271 1 Fax (763) 295-4404 SITE ADDRESS: 8320 Gedar Street ZONING: R-4 Legal: Lot 1 Block 1 Plat Monticello Business Center 3rd Addition PROPERTY OWNER NAME:Walmart Phone: 479-273-4600 Address: 701 1st Street SW City: Bentonville State: ~ Zip: ~~716 CONTRACTOR NAME:Walmart (Steve. Wentzel)License #: PLo$585 Phone: 612-889-0239 Address: 4132 Meadowlark Lane City: Eagan State: r~T Zip: 55122 ENG./ARCHITECT NAME:License #:Phone: Address:City:State: Zip: PLUMBER NAME:License #:Phone: Address:City:State: Zip: MECHANICAL NAME: Address: Tvne of Work: I(~New Addition Alteration Repair Move Other Use: Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other Building Information: Estimated Value of construction: ~ 10,000.00 Occupancy Class.: Construction Type: Sq. Ft.: No. Stories: Res. Units: Max. Occ. Load: Fire Suppression System Required: YES NO City: Description of Work: Tnatall Fire ~ Burglar Alarm. This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. Ap ~ i nat re Date Buil ing O ~ci I Signature-----° Date Type of Pa me t: Cash ~ Credit Card heck # Receipt # Phone: State: Zip: FEES: Building Permit 1$1.25 Plan Review 117 • $1 State Surcharge .50 BUILDING TOTAL Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit Fixtures State Surcharge MECHANICAL TOTAL BLDG. PERMIT SUBTOTAL) Sewer Access SAC] Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES 299.56 TOTAL FEES TO BE PAID 299.56 r s. r CITY OF MONTICELLO BUILD ING PERMIT PERMIT # OS-8741 DEVELOPMENT SERVICES BUILDING INSPECTIONS PID # 155-169-OOi010 o 505 Walnut Sweet. Siti~e 1. Monticello. MN X362 iorviice City Hall (763) 295-2~'}~l ~ Fax (763) 295-4-404 1fi ': SITE ADDRESS: 93?0 Cedar .Street ZONING: B-4 Legal: Lot i Block 1 Plat Monticello Business Center 3rd Addition PROPERTY OWNER NAME: Walmart Phone: Address:City:State: Zip: CONTRACTOR NAME: Fairmont Fire Systems License #:Phone: 507-235-9860 Address: 209 Downtown Plaza City: Fairmont State: MN zip: 56031 ENG./ARCHITECT NAME:License #:Phone: Address:City:State: Zip: PLUMBER NAME:License #:Phone: Address:City:State: Zip: MECHANICAL NAME:Phone: Address:City:State: Zip: Tvpe of Work:Building Information: New Addition Estimated Value Alteration of construction: $ 2, 500.00 Repair Occupancy Class.: Mov.e Construction Type: Other Sq. Ft.: Use: No. Stories: Single Family Res. Units: Duplex Max. Occ. Load: Multi-Family Commercial Fire Suppression System Required: Industrial Residential Garage 0 NOS Other Descri ption of Work: Hook up pre-wiped Ansul Fire Suppression This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. App is t re Date O Building Of -c' 1 Signature Dat j Type of Pay t: Cash Credit Card hec #~ ~ Receipt #~~ l.•( c. Building Permit 69.25 Plan Review State Surcharge 1.25 BUILDING TOTAL _ Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL. Mech. Permit Fixtures State Surcharge MECHANICAL TOTAL BLDG. PERMIT SUBTOTALS Sewer Access ~SAC~ _ Water Access ~WACJ Water Meter Water Met~r;Tax METER TOTAL _ Sewer/Water Connection _ Contractor License Check Assessment Fee 70,50 Utility Locate Fee Lift Station Park & Trail Fee TOTAL FEES TO BE PAID 70.50 rxxx*xrY,:Y,:x,;,:>.,.x, ,:,:xxYx,:xKx>.x,;xx>.x,.x,:xx TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES r-------~------. I I lu. I I II I 1_ 1 11 1 I 11 I 6,00 f I II I wau ~ e DE9: LIIVg lROY ROOD # 1 PIPE NOZ8I~5 TO TPIE FRONT OF 9'N6 ROOD PIPE' R3 CLOSJS 11D ? II[E FILTBA BdNIC dS P08SIBLB ner.~r b- 1 1 l 1 I 1 I L 1 I t 1 I I 1 1 I I 1 i i i i i O uD ~ 1 r 8 PIFB YI.4S NOSSLBS IS CL086 YID FJLTBR RMIX IS POSSIBLE' Mwlr+ll~~rape1 ^ SAL 11~ART # 3624 M~N7YCEL~LO, M11~ FRYER - R07'ISSERIE HODD5alr>raNn dLL , z~s MD~s DI0oP8 s INCIIB's nn dr.~olr f+nR RCQ~UJRaD ANSIJL HStCX~'s JUN-O6-2005 09:40811 FROM-Fairmont Fax 507 235 9634 T-344 P.004/005 F-604 Job: 5333517 WAl MART X3624 MON'(1CELLCr MFI PROT0176 l~cetion: MONTICELLO, MN Fire System #: 1 Ansul R-10Z AWSUIr3.0i3.0/1,5 Tag: foods Cavenad: Hood # 1 Hood # 2 Gas Valve(s): pl ~~lor~b~to Inat~IPOese 0 1 1 1 AT -1.5 429864 TANK(#1A) -1.5 Gallon SS Tank (tor uae with Autorr~n Relesao. Actuator, ar SS Enclosure (UL)) 2 1 AT - 3A 429882 TANK(#1 B) - 3.0 GaNon SS Tank (for use with 2 AUtoman Release, Acttimtor. or SS Encosure (UL)) 2..qNS-1.5....-------73015 .......DiscoMlnv9d -TANK - i.5 tisllon Tank without D 3..ANS-OEM 79493........REOUTATEDREi.F~-SE-Ar~,IRegulated o Mechsinical ReletilselBrddcet Assembly, pEM, R 102 1 ...4..ANS-0EMRA.....418522 ---...ACTUATOR-Regulated, OEM, R-102 ............1 ... ....... . 2 5 LICI-3.0 79372 AGENT - Ansulex !ow PH Wet Chemirai Agent, 3 Z 1 _...fi.LlO-1.5 .......7g6g4 . ~. ----AGENT • Ansulex Low PH Wet Chemical Agent, l.5 1 0 Gallon (UL) 1 - ~ ~ ~ ---7--101.20 17492 CARTRIDGE • Carbon Dioxide 101 20, 3 Gelbn 1 0 Ca~fridpe (R-102) 1 9 107.30 15851 CARTRIDGE -Carbon Dloxlde,101-30, Double Tank 1 0 Caftrtdge (R-102) 1............10•-71•INK ...........-24818---._.....• LINK-TasRLInIcP®ckage ----------•-• --............._ 1.............11--MICRO-SD........423879 ---.......MICitOSWITCH -Single Dual Elec~ic Switch .........Q ... - 12 ---HOSE----- ~ ......79007 .....----~ 'HOSE -Rubber None ....:.:........... ............. .....1 ......... ....... . 1 13 418337 419348 N02aE-2W Nozzle. Duct 1...13 430913•--- ....430913......NOZ7J.E-1900 Nou1e,D~(X12) ..........0....._ S. -1fi...419335......-----419348 .....Nt~721.E-1N Noa21e, Plenum/Appllence,• . ...-------•o.-. ,.5..,, ........ , .... . g _..20.4'19340 419351......IVC7ZLE -245 Noule, APPI~... ... .......... __... -- 10 •26...418568._........423572 ....N02ZLE ADAPTOR-gwivet Noale Adaptor - - --..0...... 26.aSA-318 .......77285 '----4UIKSEA-L.-3J8'(UL)75..... ,.......... .., ... 8 27 QPSlsrt/Z 423253 PULLEY SEAL -1l2' Hood Seal (UL)0 3 8 28 S-DET 41 y389 DETECTOR -Series (Scissor Linkage)0 8 8---30.AN5-500FL_...---73887.......FUS16l.ELINK-5008deg:F:R:1D2andP[RANHA 8, , ......... .. . 1 34 RP8-A 4835 REMOTE PULL STATION -Aluminum (without wire 0 1 rope) 12 35 PELT 416670 PULLEY ELBOW -Low Temp. Pull Elbow, Set 1 Screw Type 3 36 PE-HT 423259 PULLEY ELBOW - Hlgh Temp Pulley Elbow,0 3 Compn3sslon Type .... S...8 41 5N-CIiAR INGLE NOZZt.E F_XI'ENDED DROP ASSY 0 8 PeoA JUN-06-2005 09:40Af~1 FR014-Fairmont Fax 507 235 9834 T-344 P.005/005 F-604 WAL BART # 324 MONTICELLO, JOIN FRYER - R07'ISSERIE hT00DS CAP1YI~d-~lR~' .S3'S'T~S ASSl1Y8S Rd'SAGWSIBILI~'Y Io4RR 9fld:' PRA'-PIPING AA' Tlla' fl/~' S13TBd/ R~lS~ DARN Tlfd C9DGJ17iVC BQrIlPY8JV7' ~'DR1Gl9IQN ~' RA'LBlI~: l9' is i711P ~'?lS"R?J~,R'S ~'S~IQArSlBldJy'Y 1'n YdRIFf' ~~' G~OQ~!'!NC A'OUlPIrdiV9' lOCA9lON, SP.dCIJV/a AND CI7QR?M? SllRP.IC~' 11lYdXSlOX.£ 3"~' Z7l.~~YB;R 1S Rd'S'J~X•SlBl.A' l1Cri4 .tBDl9IQJY•~li CI~IRGBS AS .1 Rd~slllT Of` COQA~iVC dQUlPdfB~V?' LIJ'~UT CflANGBS ASR TfIB RBl.IGSd GtA' AN OIPIJBR. UXlGW lJBO.R CfIARC~`S, QR .lDlrJJlZ+IYlL TRIPS ~/Da' BY Tll~' flR8' SYS9.8d/ DISTRIBt!?b!~ ~USND 9Y JGIC Slid D~LA1's: DRAWING NUMBERS C~~dC~r~~S PRa©TKTFi! ~S\VAL YPROTGL76.FSD JOB # 333917 Drawn bY- ~ Sys~ern Sizes - ~ Hood # 1 9' 0' Long x 54' WJde x Wph Rlser # 1 SIZe~ lfi' ROUND Mood # 2 7' 9' Long x 42' Wlde x 24' Hlgh RIseP• # ~ i Slae~ 12' ROUND COTES FIELD PIPE DROPS AS SHOWN SLEEVING, EL80WS~ TEES, AND NOZZLES RELOCATE NOZZLES IF FLOW PATTERN IS SALAMANDERS, ETC, MAXIMUM 9 ELBnWS IN SUPPLY LINE. MF APPLICABLE,HPRE-PIPED CHARBROIFLER FACTORY PIPING EXTENDS A MAXIMUM CF SUPPLIED BY CAS BLOCKED 8Y SHELVING. TANK TO FIRST NOZZLE, DROPS ARE SHIPPED LOOSE. 6' ABOVE THE TOP OF THE HOOD. sIZ~ NOT j~~vERALLaPPLiANCE SSiEZE THE COOKING SURFACE THIS FIRE SYSTEM CdMPLIES WITH U.L. 300 REQUIREMENTS r.1~r.R)y - FfRI~' cell A~-I3U~ SYSTRN 1A 1.5 GALLON TANK 1B 3 GALLQN TANK 2 OEM auTOMAN RELEASE 3 BEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULEx LYQUID AGENT C3 GAL.) 6 ANSULEX LIQUID AGENT Ci.S ~aL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE <301-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE CL?-A-101-3~) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICR05WITCH 12 N05E ASSEMBLY 1100 DUCT NOZZLE 0430913) 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY 0419336) iF Ni]ZZLE ASSEMBLY (419333) iN N~22LE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (4193393 2120 NOZZLE ASSEMBLY 0439343) 290 NOZZLE ASSEMBLY <419342) 260 NOZZLE ASSEMBLY C41934U 28 DETECTOR BRACKET 29 LIJW TEMP FUSIBLE LINK 30 NIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SNIVEL ADAPYOR FACTORY PIPING FIELD PIPING aem_ Drrr_r M''77~A/ DIPTi1fL d~oaaTaa~'ax t-r~ calwn' s~aur~+r w TON ~c~~ io v srv~~ ~ s ~ral~ Fo~Lafn ~ as n~ ~nII Lori iFRM OF PILL RA1~19oL9 ~ oE1ERl~lef st v~ eti~n w~vuy ~sa1~m i CITY OF MON~ICELLO BUILDING PERMIT r PERMIT # _ Qri-853T DEVELOPMENT SERk,:ICES -BUILDING INSPECTIONS PID # i55-169-001010 505 Walnut Street. Suite 1 ri~~cello.•MN 55362 O City Fall (763)295-2711 ~~Faz' (760`295-4404 ZONING: B-4 TTE ADDRESS• 932(9 Ceder Street dditionS 1 Plat Monticello Business Center 3r k?BlLegal: Lot oc Phone: PROPERTY OWNER NAME: Waltnart StorQS In.c Eentanville State: ~7^716Zip Address: 2001 SE 10th Street Cit y~ 604 Phone:763-780-5191 esc~ta Petroleumnnii License CONTRACTOR NAME:alumbi~ Hei gh~B,te: MN Zip: 55421 Address: 682 -39th. Avenue NE C't Y~ License #:Phone: ENG./ARCHITECT NAME: State:Zip:City: Address: License #:Phone: PLUMBER NAME:State:Zip'City: Address: MECHANICAL NAME: Address: kfW Buildin Ig nformation: Typ oreo New Addition Estimated Value Alteration of construction: ~ Repair Occupancy Class.: Move Construction Type:_ Other Sq. Ft.: No. Stories: Use: Single Family Res. Units: D I x Max. Occ. Load: up e Multi-Family Commercial Fire Suppression System Required: Industrial ^ YES Residential Garage ^ NO Other Description of Work: Installation of Tanks. This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. A~pli re Building O fi al Sig Type of Pa~m~nt: Ca Dat o nature D to ~~~~ sh Credit Card Check #~~~ Receipt #---~~~------- Phone: City: State: Zip: FEES: Building Permit Plan Review State Surcharge BUILDING TOT,4L Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit .50.00 Fixtures 35.00 State Surcharge • 50 MECHANICAL TOTAL 85.50 BLDG. PERMIT SUBTOTAL Sewer Access ~SAC~ Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee TOTAL F EES TO BE PAID 85.50 xxxx*xY,:rxrx,.x>.x..KYxxxYxrxxx>.rxxxrx>., xxx TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES Milnnesota Petroleum Confidential MINNESOTA PETROLEUM SERVICE, INC. MINNESOTA 682 39th Ave NE PETROLEUM Columbia Heights, Minneso#a 55421SERVICES 763 780 5191 FAX 763 780 5472 SCOPE OF WORK SECTION 11140 -Vehicle Service Equipment TB 100 Electrical By Others, Set and anchored by MPS Air Compressor TB 120 Electrical By Others, Installed By MPS,Air Dryer TB 135 Electrical By Others, Installed By MPS Central Vacuum TB 200 Installed By Others ft TB 30o MPS will anchor in place if on site while we are on site Tire Changer TB 310 MPS will anchor in place if on site while we are on site Balancer TB 405 - TB 710 Installed By MPS Lube Equipment TB 800 Piped By MPS OiI Tank TB 810 Piped By MPS Washer Tank TB 812 Installed by tank supplier Event TB 813 Installed by tank supplier Fill Cap TB 815 Installed by tank supplier Tank Gauge TB 816 Installed by MPS Working Vent TB 817 Installed by tank supplier Event TB 820 Piped By MPS Waste Oit Tank TB 830 Unloaded set in placed outside by GC. Preassembled.customer Retum oil TB 840 Unloaded set in placed outside by GC. Preassembled.used oil Fitters TB 900 Electric By Others /Air By MPS Air /Electric Box TB 920 Installed By MPS Pit Covers TB 921 Install by GC Support Post TB 922 Install by GC support Post TB 923 Installed by GC support Post TB 931 Installed containment pallet by MPS ws Fluid containment Minnesota Petroleum Confidential 3/1/2005 APPFIiOVE~ FII..E COPY F~EVIF.WEp FAR COpE COMPLiAiVCE SU6JECT 7Q F1CLC iNSP1=CTit7N Date:?i_I~?1SL~ Signed: .._~ Page 1 N'.aL-yi;~R7' SLtPEltCENTER b10NT1CELL0. ~•iN Store Number: 3621 C-19~-SGL-OL Project Number= 96100279 August 11, 2004 For WAL-ti1.aRT STORES, INC. Sam Walton Development Complex 2001 S.E. 10th Strzet Bentonville. Arkansas 72716-OSSC Chris Rl~ca Architect of Record 6700 Antioch Plaza, Suite 300 Merriam, Kansas 6620; 913) 262-9095 Minnesota Petroleum /s Relocating. NNINESOTl1 November 1, 2004 SENViCES E"" Please Update Your Records With Our New Address: Monticello, Mti -96100279 Minnesota Petroleum 682 39th Ave NE Columbia Heights MN 55421-3842 Our Phone 8 Fax Numbers Have Stayed The Same: Phone:763-780-5191 Fax:763-780-5472 Ie~e~~'4'r%a ~ / .•~ 11e~e~j1/~ ~ / ,~ Aaee'e'e'A'i;a. ~ 7/ ~~, 4*lep9~'I~;~~~~~~4e0spf~+~,'%~~~~~'~~eb~e'~.*e'*a', ~ / ~ t4s'eA9 Aa'a v~ / ~ oe~~e4~~7esa.~'\~ / ,~~. Oele,~, . ~~,.~ ess Saf,, / e,~.~.~e'*/, ~~ e-~ 11fA/A/4i/fir'/. ,.~\ IIA///11liPi. . III/AAA11er~r~-. ,.\~ IIAAI/1!I-~rr-, .\ IIIAAA/1!-~rsi~ .~ 11AA///41)lflf/~;i,~1~N144l/frpi'~1~1A11lf/iepi,~V~N141j1-r~:~~1~A101Ii1iri;',~~ilIAA414i'i•i~\'soll4l04 1\III/N1/1-III/-• •. I\111AN11i/II/-N : I\IIIAN////rl//N:...a\111/Nl/1111-Y• :`\ h11N1/flll/IP• a`1h11/1//i111-1I-'/- n : \ 11111/1A!!I,-/r„ : \ 1 1N111/II-/rp, , 11111N1A/11,-Irp, . IIIIIN////IPI/Ir. ; I\111-IA1//Ills-/-/r. ; \ 411AA~s ri/,.~\1111111111 11tH,+~\\111/11/f1//rf...~\111 N/1/1l/r/..tee\11N111t 11rr/11111///1/w/1f11Ir/.,:\\IIA111111I1n,~\1111111/1111/rn,~\\11111111111/p!..`\\III / IN 11/rn,.`\\IIN/IQl/rn,~\l\11115 0 1111111111r/,.~n~~\111111//,1r/,, ~~\ 1111111/Itir~•/ ~\\ 1111N/Iltrr/,,/ ~\\ 111111/111r/,./nJ\1111H/ 111111rq,nJ\1111111/Ar/r, ~\ 1111/11111r/~% ~\ 1111111/1rr./nJ\11111//1111rr./'nJ~1\111111Ar/,•/ J\1 !,.. aye J1 1,1111111,%„ / \ ,. J\11,1/11111,1,' % \ - d\11111 / 111,d,y/ \ , P\I 1/1111/Id., / \ .. ill 111111 Jd., / \ ~.~ 1111111N/ 1 111 .!.// \ ~~ 1111 111 111:.,// \ ~\ 11N, / 111:%. / \ ~~ 1111 , 1,1,1 .~. / \ ~\\ 111 1 / 1,/.%~ / \ . \~\ 11 / 1111,,,• / \ ~~ 11. . a} 1 . adl4lll lfb:'///-1 ..~\ 111111/114:'Y~ \'. NI14111111'.~/ / \ . d11r',r1111r, ~, .////\ \ . d\11111111111,r, .//// 1 \ .?\ 1/11111 1 1111 r!. /// 1 1 `. e 1111 / 11,/1 ! r,. // .~ 11 rr1 1,Ir ~ s /// 1 \ 1Ja1i111111 r,/, 1//~ \ . ~ a1,, 11 111r .'. // 11 \ ` J11ij1i1111 r,.,., // \ . lea ea0! Y,:'.1„1111,,, / / /\\_\ ;... r,../d,,., / 1 \ I\ . .. 1d';, / // 11\ ,.. 111,,x, / / /\ I \ ,.,, r.r/l'r.~, / 1 /\ I \ . ,,. Id,1P1,1,', // Al \ ..,, 454114! / 1 \ \' , ,~,', 11',1~!y// \ \ . , r5: / 1r1~, // 1 ~\ \ ~ r';111,r,!y// /\\ \ r„1'J,, / 11 \ \, _ ~..~ J \ 1 .. 111,1.; / / 1/ \ 1\ .,.. 11.'':1 / r/ \ 1\•:,.r,.11~ ~: / // \ \\••!,.. 1i ~, / / 1/ \ II\ , n1.'.: / I1//\\I\\•;;!,.11i.. 11.. // I \ I \•,•. r,.dlr.',/~I / I~1\~ \•,•. r;.1/i1;., / / ~ 1 \•; r,.:11r./ 1 I \\ \•;, q. i1.~,/ 1 / n\I \•;'!'. n11.,',/ r I Ila• .. ~ e°°• 1\..,v„1 . /- /!' N N' . 51r / 1 /.-.\\ \\ •, ' :•/ /- !.. N N .•:; r•,a / r /!~~,\\ 1\:,~;1... / r /!~ N N .., ,. r:,• / i// . \ I \ ••.. 1 :'': / rrI?C \ I \ ~.:.,.:.: ~• / rr/~ \ I \ ;,... br: / rrle~ \ I \ ;• / 1r/ \ I \ •;...., rr1/. ..; :- tee... eN . rt / i/ / c: _.-:~ N ~ r/ -~:.: x~N ~ I/ r ::.:~\\ r/ r~:.;..:\N ; : / r/ I~:•:o-:~N .: / ir I -:~`, 1.~ l1 ,~. / i1 r .;, :\ Il . r / i1 I :: ,>\ \ I .; / i1 I :.~::\ \ I r;•/i1 I .:-~ g\ \ I :?/ rr /~.::,.•.\. •,•~. i.. t:.. ~ ~ i:~•. y r' a e r~ i i• s i t ~ " s T%%/ Minnesota Unde~g~ound Storage Tank ~~~~===~ ===•~ Company Name Minnesota Petroleum Service, Inc. Expires 4-18-2006 "~'""`''_"" Address 682 391h Avenue NE City Columbia Heim a -~ ~' e ~' H ~. 177~ t:ii "~" %~ is s~4;1 The company issued this certificate has met the requirements of Minnesota Rules - ~'_''"'~' a:ae'a• Chapter 7105, and is certified to perform underground storage tank work in the `~~' " ~ '°'°' State of Minnesota in the discipline(s) of c ~ : ~~•• :,-%%, e o~ Instal l/Re ~ ~ =- °°' pair & Closure ~~: ~:-==°• rT^. ~ m Sv : •,~ e~;:• ~ 604 :-.`%~-.%%. ss%._~.e a~ waie Minnesota Pollution Control Agency \"` \~. ~• r-.r..~ . ~~.. 7. ASTM D2564 -Solvent Cements for Polwinyl Chloride (PVC) Plastic Pipe and Fittings. 8. ASTM D2855 - Making Solvent-Cemented Joints with Polyvinyl Chloride (PVC) Pipe and Fittings. C. National Fire Protection Association (NFPA): 1. I~TFPA 30 -Flammable And Combustible Liquids Code. D. Societ~of Automotive Engineers (SAE): 1. SAE J525 Welded And Cold Drawn Low Carbon Steel Tubing Annealed For Bending And Flaring. 1.2 SUBMITTALS A. Submit the following to the Architect in accordance with Section 01330. 1. Installer Oualifications• Submit names and qualifications of Certified Installers to the Architect for review within 30 calendar days after award of Contract. Record Documents• Submit the following to Architect for review for compliance with reauirements as installation of each respective item is completed and tested as required but in no instance later than 60 davs prior to posses- sion Submit copies of the same documents with the Architect's stamp indicating review and acceptance, to Wal- Mart as Closeout Submittals prior to fmal payment in accordance with Section 01770. 1. Certification of Installation• Statement by Certified Installer of verification of satisfactory installation. 2. Inspection Reports. 3. Operational Test Report. 4. Operation and Maintenance Manuals. 1.3 QUALITY ASSURANCE Qualifications• Vehicle Service Equipment Systems Installer Qualifications shall conform to the following: 1. Certification• Vehicle service equipment to the extent indicated on the Equipment Schedule on the Draw- ings and associated pip_mg specified herein shall be installed by an approved Certified Installer. 2. Contact appropriate supplier to obtain a list of at least 3 qualified vehicle equipment systems installers. 3. General Contractor shall provide the requirements of this Section to the Certified Installer to make known to the installer the necessary aualifications and stipulations. 4. General Contractor shall submit names and compliance qualifications of Certified Installers to the Architect for review within 30 calendar davs after award of Contract The Architect shall review for corrroliance or non compliance the Certified Installer prior to the hiring of the installer by the General Contractor. 5. Upon compliance~proval bathe Architect General Contractor shall hire directly the Cernfied Installer to perform the work. D. Regulatory Requirements: 1. Regulations• Equipment and piping as described by this Section shall be installed to comply with the regu- lations referenced in the Regulato Installation Requirements Form included at the end of this Section and to re lations listed as follows: a. N/A Monticello, MN - 96200279 11140-2 Revised: 1/24/05 - CCD #8 August 11, 2004 Documentation Obtain documents required by the Authority Having Jurisdiction or by Applicable Codes, including documents described in the Re ug latory Installation Requirements Form included at the end of this Section and to items listed as follows: a. Certification: Obtain statement by Certified Installer of verification of satisfactory installation based on final inspection. b. Test Report• ComQle and produce test reports specified in Part 3 1.4 SCHEDULING A. Complete all installations inspections submittals and approvals not less than 60 days prior to possession. 1.5 DELIVERY, STORAGE AND HANDLING A. Product Delivery: The Contractor shall contact all vehicle equipment suppliers after Award of Contract to estab- lish aproduct delivery date, and installation date as applicable, and establish a coordination procedure. B. Product Packaging: Equipment will be delivered in manufacturer's standard packaging with identification mark- ings on each component or package. C. Acceptance at Site: Contractor shall inspect products with Supplier upon delivery of products to jobsite. 1. Verify quantity of products furnished. 2. Report discrepancies in product quantity delivered or damage to products delivered to Equipment Supplier and Wal-Mart immediately. Upon notification, Wal-Mart will arrange for delivery of replacement prod- ucts. D. Manufacturing Defects: Report suspected manufacturing defects to Wal-Mart Construction Manager and Equip- ment Supplier. Upon notification, Wal-Mart will arrange for repair of manufacturing defects. E. Handle, store, and protect products in accordance with the provisions of Section 01600 -Product Requirements: PART2-PRODUCTS 2.1 SUPPLIERS A. Wal-Mart furnished equipment will be furnished by Wal-Mart vehicle service equipment suppliers. Equipment will be furnished by one of the following suppliers as noted on the drawings. 1. Challenger Lift: Contact Jennifer McDonal (800) 648-5438 ext. 744. 2. Champion Pneumatic: Contact Dennis Williams (800) 647-5298. 3. Coats (Hennessy Ind): Contact Lauri Watts (800) 688-6359. 4. Containment Solutions (Hoover): Contact Bill Hase (800) 777-2823 ext. 311. 5. Corgi (CA McCourt): Contact Vince Murdocco (800) 232-2190. 6. Coxreels: Contact Rene Poole (800) 269-7335 ext. 126. 7. Dunn Tanks: Contact Linda Malone (800) 253-8265. 8. Forward Mfg.: Contact Mike Canfill (800) 423-1722. 9. Graco: Contact Donielle Jerome-Andrele (800) 533-9655. 10. Ingersoll-Rand: Contact Steve Jubinsky, Garage Solutions, (908) 238-7389, steveJubinskyCa~irco.com 11. JE Adams: Contact Tuna Olwan (800) 269-7335 ext. 126. 12. Lincoln: Contact Ken Fehlig (636) 536-1086. 13. Multiplex: Contact Nancy Wright (800) 325-3350. 14. Samson (Cruzen): Contact John Garrison, (800) 238-2513 ext. 225. 15. Universal (Unilube): Contact John Fanning, (800) 326-171 L 16. VSA/Reelcraft: Contact Dick Cole (800) 374-1823. B. Contractor provided equipment as noted on the drawings. 1. Eurovac: Contact Burt Retter (905) 738-9255. Monticello, MN - 96200279 11140-3 Revised: 1 /24/05 - CCD #8 August 11, 2004 2.2 EQUIPMEIv'T A. Vehicle service equipment shall be as scheduled on the drawings. B. Equipment supplier will provide hydraulic fluid for lifts. C. Central Vacuum System: Eurovac II, 2 Man Detail Central Vacuum System by Eurovac, consisting of the follow- ing components: 1. 5 hp vacuum pump with 2 -brush motors. 2. Automatic starter for vacuum system 3. Cyclonic separator with 10 gallon canister and secondary cartridge filter. 4. Vacuum hoses with cleaning tool and on/off tool hanger. 5. Inlets with micro switches to activate system 6. 2" hose for handing drops. 7. PVC pipe and fittings. 2.3 AUTOMOTIVE CENTER PIPING A. Com~essed Air Pipins: 2. Above Grade• ASTM A53 galvanized steel~ipe Schedule 40 pipe with 150 lb ealvanized iron threaded fittin s. B. Vent Pipine' ASTM A53 galvanized steel pipe Schedule 40 pipe with 1501b galvanized iron threaded fittings. C. Chassis Grease PipinQ• Hydraulic fluid line and fittings per ANSI B93.4, SAE J525~ASTM A249, or ASTM A269 rated for 5000 psi working pressure. D. Gear Oil Piping' ASTM A53 Schedule 40 black steel. 3. F1ttinQS: ASME B16.3, malleable iron, or ASTM A234, forded welded steel twe. Suitable for 400 psi working pressure E. Oil Tank Fill and Suction Pipine' ASTM A53 Schedule 40 black steel pipe. 1. Below Grade• Standard weight weld flttinQS plastic wrapped or bitumastic coated. 2. Above Grade• 150 lb malleable iron threaded fittings. F. Windshield Washer Pip_me• Use PVC Qpine if permitted by Authorities Having Jurisdiction. If PVC piping is not permitted use galvanized steel pipe. 1. PVC Pipe• ASTM D 1785 Schedule 40. a. Fittines: ASTM D 2466, Schedule 40. b. Joints: ASTM D 2855 solvent weld with ASTM D 2564 solvent cement. 2. Galvanized Steel Pipe• ASTM A53 Schedule 40~ipe with 1501b galvanized iron threaded fittings. 2.4 CENTRAL VACUUM SYSTEM PIPING A. PVC Pi~e• ASTM D 1785, Schedule 40. 1. F1tt1nQS: ASTM D 2466, Schedule 40. 2. Joints: ASTM D 2855 solvent weld with ASTM D 2564 solvent cement. PART 3 -EXECUTION 3.1 PREPARATION 1. Notify Wal-Mart Store Planning, (479) 277-1068, 45 days prior to scheduled installation of Wal-Mart fur- nished equipment. 3.2 INSTALLATION 11140-4 Revised: 1/24/05 - CCD #8 Monticello, MN - 96200279 August 11, 2004 A. Installation of vehicle service equipment shall be by VVaI-Mart, Equipment Supplier, Certified Installer, or the Contractor as scheduled on the drawings. Equipment shall be installed in accordance with manufacturer's pub- lished instructions. Comply with NFPA 30 for installation and testing of vehicle service equipment and piping. B. Contractor furnished automotive center pipes specified herein associated with vehicle service equipment systems shall be installed by Certified Installer. C. Central Vacuum System piping may be installed by the Contractor. D. Run air lines overhead unless otherwise noted on the drawings. E. Contractor shall pressure test all fluid and air piping according to NFPA 30 and manufacturer's instructions and recommendations prior to equipment installation. F. Provide electrical connections to power operated equipment. G. Flush piping of debris before making any connections to equipment. 1. Compressed Air System. Flush air lines to remove debris and chips prior to installation of FRL's, valves, reels, or pumps. 2. Grease and Fluid Piping Systems. Wet flush piping/tubing lines and tanks to remove debris and chips prior to installation of hose reels, solenoid valves, impulse meters, control handle, shut off valves, or pumps. 3.3 FIELD QUALITY CONTROL A. Installation Inspection: Upon completion of installation. Contractor and Installer shall make a final inspection to verify installation is in accordance with specified requirements. Prepare Statement of Verification of Satisfactory Installation si ng ed by Contractor and Installer. B. Upon completion of installation, conduct tests on equipment installed by certified installer or the Contractor to en- sure proper installation and proper operation of automotive equipment. C. Upon completion of installation and inspections, conduct operational tests on all vehicle service equipment and piping systems to ensure proper operation. D. Test equipment according to NFPA 30 and in accordance with manufacturer's instructions and recommendations. G. Automotive Center Piping Systems: 1. Pressure test all fluid and air pipine. Test in accordine to NFPA 30 or manufacturer's instructions and rec- ommendations as applicable prior to equipment installation. 1. Cleaning and Testing Procedures: Prior to testing and installation of equipment, de-burr piping and thoroughly blow-out piping to remove dirt, shavinQS and foreign matter. Subject pipug to test for 24 hours if air tested. Provide product for Qumped systems tests. Product shall match that to be used in the system. Conduct tests with all pumps, hoses and nozzles, etc. installed on the system Make necessary replacements and repairs and repeat tests until system is accepted as satisfactory. Test under ound Aping prior to backfill. 2. Compressed Air System: Test system to 150 percent of design workingpressure psi. 3. min Oil Fill and Suction Pipins: Air test piping to 200 psi. 4. Lube/Chassis Grease, Windshield Washer Fluid, Oil Fill Systems: Fluid test systems with 100 psi air delivered to pumps. 3.4 ADJUSTING AND CLEANING A. Make necessary adjustments for proper operation. Set air pressure at each pump according to Drawings. After in- stallation, restore marred and abraded surfaces to original condition. 11140-5 Revised: 1/24/05 - CCD #8 Monticello, MN - 96200279 August 11, 2004 Notification Requirements Installation Requirements Notification Agencies to be notified Equipment Requirements Installation notification must be provided to the MPCA within 30 days of instal- lation of ASTs. In addition, the MSFC states that the local fue official is also required to be notified and may require plan review documents be submitted when any flammable/combustible liquid tank or liquefied petroleum tank is in- stalled in their jurisdiction. MPCA (http:ilwww.pca.state.mn.us%publicationsit-al-20.doc) Monticello Fire Department (763) 295-4111 All equipment must be installed in accordance with the manufacturer's instructions. Regulatory Citation MDPS/IviFMD AST Plan Review Information Sheet (unless otherwise noted) (http://www.dps.state.mii.us/frnarshaLTireCode/ASTPIanReviewFactSheet.pdf) Tank Constructlon Requirements Section 2 -Tank Construction Dispensing Systems Section 5 -Storage of Flammable/Combustible Liquids Secondary Containment Section 6 -Spill Control and Secondary Containment Spill Containment Requirements Section 6 -Spill Control and Secondary Containment Overfill Protection Requirements Section 5 -Storage of FlammablelCombustible Liquids Tank Venting Requirements Section 7 -Normal and Emergency Venting Tank Piping Requirements NFPA 30 -Chapter 5 Piping Systems Release Detection Requirements Not required Hazard Identification Signs Section 5 -Storage of Flammable/Combustible Liquids SPCC Requirements Regulatory Authorities -Pressure Vessels State Reg. Guidelines Pressure Vessels: State Governing Agency County Regulatory Guidelines County Agency City Regulatory Code City Agency Required. The facility exceeds the 1320 gallons of oil stored in ASTs. Minnesota Statutes (MS) Ch. 183 (Boilers) N~ww.revisor.leg.state. mn. us/stats.183) Minnesota Department of Labor and Industry (MDLI), Division of Boiler Inspection None None None None Regulatory Applicability -Pressure Vessel TLE Regulated Pressure Vessels Air Compressor: Champion VR10-12 (receiver tank) Regulation: Minnesota Statutes Ch. 183 Sec. 183.38 (Boiler inspectors, inspections, examinations, and licenses) -The Division shall inspect all boilers and pressure vessels not expressly exempted in Section 183.56. Boiler inspectors shall be licensed by the MDLI. Section 183.42 (Inspection each year) -Pressure vessels shall be inspected at least every two years, except for those pressure vessels exempted in Section 183.45. Monticello, MN - 96200279 11140-7 Revised: 1/24/05 - CCD #8 August 11, 2004 Section 183.6 (Exceptions) -Sections 183.38 to 183.62 shall not apply to among thefollowing: 0 183.56(5) -Unfired pressure vessels having an internal or external workingpressurenotexceeding15psig. 0 183.56(6) -Pressure vessels used for storage of compressed air not exceeding 5cubicfeet. Based on the above statute, the air compressor at this facility is subject to inspection by the MDLI. Applicable TLE Tanks Champion VR10-12 State Licensed Installer Required No Licensing Agency Minnesota De artment of Labor and IndusP try (MDLI), Division of Boiler Registration Required Inspection Yes Initial Inspection and Registration Fees 35 for Inspection; $10 for RegistrationBi-Annual Inspection 35 Annual Registration Renewal 10 Insurance Requirements None Plan Review Required No Equipment Approval ASME Notification Requirements -Pressure Vessel Installation Requirements In accordance with ASME code and Manufacturer's specifications. Notification Yes for the purpose of requesting inspection and registration from MDLI at 800) 342-5354. When is the notification due? When vessel is installed, but before it is put into operation. Agencies to be notified Minnesota Department of Labor and Industry (MDLI), Division of Boiler In- spection Recommended Desi n Alterations OnQOing Compliance The air compressor is subject to an inspection by the MN Department of Labor & Industry (MDLI) every two years. Regis-tration must be renewed annually. MDLI will send an annual renewal notice. Initial and bi-annual inspection fee is $35.00;initial and annual registration renewal is $10.00. END OF SECTION 11140-8 Monticello, MN - 96200279 Revised: 1/24/05 - CCD #8 August 11, 2004 ODEL NO ?m u o c~ c ar n m OTES ANUFACTURER NO DESCRIPTION CI GG WM 2,7 I NGERSOLL--RAND T8 100 AIR COMPRESSOR S CI G I I 61 AI D YER RACK T NGERS LL-RAN _ ARD 6 000TL E GC WM B 20 UR AC LIFT AND PO R UNIT ~,~~_...,.FORW ED2200U CO TS 5060AX H0i 950 WM GC WM 3 BA C R COATS B4 0 ED 5 857 4 3 4 x H 3 4 N 5 T 6410 NOT USE 41 HP GREASE HOS x15 WI 2 FBE A g73 Cl T T B42 NO USED S__ N 847 T M IL 1 x 1 2 B428 LP AIR HOS 1 4x5 H 1 4 P SAMSON 802 80 CI CI C1 C WM M T B42 LP AIR O E 1 4x2 WI PTM A T T B43 NOT USED B4 2 LP WATER HOSE 1 2 x WITH 1 2 M SAMSON 822 4 5 3-1 CI Ci 2 T B434 LP ATE 1 x18 T 1 NP g M ON CI T 435 MP OIL H SE 3 4 x WITH 3 4 N TM SAMSON T T 4 6 N B437 HP GRE SE WO5 1 4x5 TH 1 2 2 F E AMSO SAMSON g71 4 84 CI C T L NOSE 1 2 x IT 1 6440 WAS E IL UC ON OSE 3 4x10 WITH 4 NPTM AMSON SANS N 858 910 1 CI CI CI WM 2 T B450 SUCTION KIT SAMSON 10 9 Cl I W 2 TB452 S IN R 1 2 SAMSON B45 OT USE AMSON T B454 NOT USE SAM 0 T B4 5 NOT USED SAMSO T B4 6 U SA SON T B457 NOT USED SAM ON B4 0 U E SAMSO T B459 NOT USED T U 6461 QUICK'-C NNECT AIR N PP E 1 4 NPTM AMSON SAM ON 931 930 CI CI T 646 QUIC ~-GONNEC IR COUPLER 1 4 NPTF SANS 1104 CI CI T 463 H VEL 1 NP x 1 2 2 SAMSON 1313 C!C{2 T B464 DR BREAK CO PER 3 4 SA SON 1 14 I T Y R AK NIPPL 4 B466 NO USED SAMSON ~ 05 CI'Ci~2 T 6467 H X NIP L 1 x NPTM A S N AM50N B468 NOT USED SAN S N T B469 NOT USED 5A SO N TB471 NOT USED SAM SO N 472 OT USED SAM SO M SO N TB486 NOT USED SA 4 7 ST ELB W 1 4 F x 1 P M M O NSA TB488 N T US D SA S N a TB489 0 USE 2066 CI C W M 490 BU NG 1 N TM x 3 4 NPTF SAMSON SAM ON 2051 CI CI M T 4 1 H X N PPLE 1 4 NPTM x 1 4 NPTM A N 0 CI T6492 B S I G ~ PTM x 1 TB49 BU I G :S 4 N x 2 NPT SANS N 2065 C I C 9 • t;~X iv{~ ` ~ i A,. 4 NPT!:. 2 M S MSO 2 36 CI C!WM M x x 1I S 205 4 25 1 CI CI W M TM x 3 8 NPTFNGADPR14TB47REU AMSON TB49 EX NIPPL 4 x 1 SAMSON 2062 4 CI CI W M TB499 BUSHING 1 2 NP M x 1 4 N 510 FILTER NPTF WITH AUTO DRA iNGER LL-RAND 25351-011 26351-010 C I C I WM TB520 LUBRICA OR 3 NP F NGE SOLL--RAND I G RSOLL-RA D 27 54-200 C I C I W M 2 TB521 REGULATOR NGERSOLL-RA 9 W M2AEASON91iC TB525 REGULATOR WETH GAUGE 1 4 N TF S S N 993 C I 5 0 I T R 1 4 NPT SAMSON 2090 C I W M 4 TB535 MP ~;3HU7-0 F VA VE 1 NPTF 089 CI TB536 Y STRAIN R NP F SAMSON 2066 4 I CI W TB537 AP R 1 NPTM x 3 4 TB 41 LP SMUT--OFF VALVE 1 2 N TF AIR SAMSON 2083 CI Cf WM TB550 MP SHUT-OFF VALVE 4 NPT SAMSON SAMSON 2084 CI CI WM 2 T6555 LP SHUT-OFF VALVE 1 NPTF SAMSON 1 CI WM F VA VE 3 TF SAMSONTB561NOTUSEDSAN 21)77 CI 1 TB5$0 MP SHUT- F VALVE 1 2 NPTF SAMSON A ON 20 4 OA-1 I CI CI 2 TB583 OVERFILL AR G L E SAMSON 244 CI CI 2 TB584 LOW-LEVEL CUT-OFF TB 85 WINDSHIEL WASHER lBB WITH 1 4 F T SANS N 1280 I I r 586 NOT USED B 90 E TRONI R D CONTROL HANDLE SAMSON SAMSON 2161 4 CI C CI CI W WM 2 T M R O1L U :1 W TH NG ADA R A D B AMSON S N TB60 NOT U ED OSAM SAMSON C TB 10 W S O L TB620 CHASSIS GREASE PU 55:1 SAM ON SON 302 1 36 CI I CI CI W 2 2 6622 DRUM COVER SA SAMSON 964 CS CI WM 2 TB623 FOLLOWER LATE ASSEMBLY SAMSON TB624 NOT USED TB625 HP G EASE HANDLE 1 4 NPTF SAMSON 1113 206 CI C! I CI WM WM 2 2 TB630 GEAR 0!L PUMP 3: i SAMSO AM ON 1130 CI CI 2 TB635 M NON-MET H NDLE A SON 2100 WM TB636 ELECTRONIC METER ~ SAMSO CI GI 2 TB640 HI L WASHER LID U P TB641 DIAPHRAGM -WALL MOUNT BRACKET SAMSON 2 86 CI CI WM 2 TB7 N OI R L Wl 1 x 5 0 A D 0 T 710 NDSHIELD WSHR REEL SET WI H 8x30 HOS & STOP SAMSO COXRE L 1428 P-LP- 35 OO CI CI C CI WM 2 T6800 OI ORAG TANK 00 GAL CONTAiNMEN LOTIONS D LG- TB810 813 FILL CAP CO TAINMENT SOLUTIONS MENT S LU O S 200 023 20 00417 CI I CI I WM M 2 2 TB C LLY A G C CONTA NMEN OLUTIONS 0000592 CI Ci WM 2 TB816 UP-FLOW VENT TB820 WASTE OIL TANK 00 GAL CON AI SOLO 0 S SAFE KLEE LC-8 0 4 CI TB8 0 CUSTOMER RE U N 0!L TANK 240 GAL Ci 1`B840 BULK OIL FILTER S ORA CONTAINER FORWARD 471 GC GC TB900 A1R UTILITY BO 1 CI CI 2 91 OLLWG OIL DRA AN VER UNIVERSAL R,20120 GC 1 TB920 ,PIT CO S"~~i~"~~~''~~i~'wA~l~~~'......~....~.~....w,..w.....,~~021709 S G WM TB922 SUPPORT POST H T8900 FORWA D rRa~~ r.~ ralNMl= NT PALL T _ONNE TY 8 C C 2"-~ CENTRAL VACUUMDROP AT6'-2"AFF TYPOF4 --~ FD6 88'-4") I TIREMOUNTINU NIAREA TB700 TB710 TYPOF3 _ r~l~ i_,...~ ~ ~'~, ~' REFARCHF~ REELSUPP( PUMPINPIT `? _ ?~.. ~ ;, µ,,HB2 E``3/4f, _ x-3/4" '?~ O! L INTERCEPTORSr-~ ' - ~ • - ~;" 1000 GALLONC0REF6- MP2- t ~~~..;YCO iiDOWNTO ~~ I12'- 0"5ERVICE PIT Ef.: r ~ ~t, i~ E ~ to B.90.0 .., ._.. ,..--.~xx~._.. _.~ ...L,j 1r_ .. ,._.,.._.. _h ~ vTR ~ i Fco1i,_ ~~ ~ .u.~k':.,f~L.~., ~,TB900 .~ J ~ ~., w~ ~ Qz PRIMER Lm._...,...J.~ t t1 `:, ~ TB462 1-y,3 ~ 4P~ MYry _ ~~' ~ ~ } ~ +3/'I~- ..~I ~T~f ~ 1TB3 ~ 0l " ~ Sc ~~~. ~ 1 (~ ~ gym-~.~..,~~,.*,~ IIll i ~ ~ ; ° it ~: , f }'x)11i~ II I1 /2" ~ ~ ; TB462 i3 .- ~">~"~: T6900,,d ~ ITB30 ' a i (!'2 { I?2" ROUTED ~TIGHTTO_ PIT ~ ~~STRUCTURE~ 1 4"-- FC01-~INSTALL CENTRALVACUUMSYSTEM PEIMANUFACTURER' S INSTRUCTIONS--' HB2 o____CATCH ~ ~~ ~~.:....fi _..t. ° ~ sa~~...,~ `' ~',. ~ n ~ I ~ ~ ~ ~BASINb;l ~_~,' :i~=~ ~>TB900 ~ ~ 1 ,~..~., ~b.~..i~. r ~. ..,,,d VTRi_-' .. - w: s~.~ a J ~ w ~ ~~~_..._ [REF 5 ~~' ~~ ~, =-~.,~ ;. ~ r.:.::_: ~.~:...~,:..~ wll.~ ',i~ EfEWG1 ~... ~`r,. ~ f ~ ~;r- WClil-'~r.'-^KFr - ~~~~"'T .._.. .. ~1, i_7 .' i 1.... "~~~ ~ 1 4 ~ FD1 ' f ` "`~r.. T01LET ' 1 r TB8162VENTTHRU ROOF.ROOF PENETRATIONBY PLUMBINGCONTRACTOR. TYP-ROUTE UP NEARESTWALL TYP --~45i ~ I 1 " WCO- HB2 ,`6" AFF `~ f FD11-~s°~' ~ T6120 9.-.~„s~ TB640 rar. 0 d'WH784" AFFROUTET&PTO ; r FD11REF1-P4 s' 4.~ MECHS/ ~ Y~.~ df ~ ~ Iw .._ ~ .~..._.... w f. TIRE GEAR 01 NTS 022704 2" VENT PIPE AND FITTINGS BEYOND U 1" PIPE ANDFlrnNCs 3/4" PIPEFITTINGS C/AC021-011 CHASSIS GREASE GUN ASSEMBLY O NTS 022704 `~' C/AC021-010 1/2" PIPE AND FITTINGS XTEND PIPE 1" FROM _____ ^ ~ ____ F(TTlNG AND CAP END uhU rro i WASTE 01l. TANK TS820 PLAN oIao i r~ i ~ ' ri n- 3" 3" I ( 2) MASONRYANCHORS -- VY 2" RADIUS x~nAt~KET 03103 C/AC021-014 A I l11 11.J- A ' 1"f - 1 T8464 \ /~ ~ i TB56o ~ i I ~ I r ~ TB494 / ~ ~~TB465 ~ ~ - -~ ~ C/AC021-- 0- 09F n 1" PIPE AND EtTTINGS- 1/2" PIPE AND ~' ITTINGS- 3/4" PIPE AND I"lTTINGS- r ~J J 0 ~W ~Z Z C9 ~W W (~ Q ~ ~ QQ cV ~ ?I ~ AC1.1 6 10" 10" 6" 2> 8.,SUSPENDS 2 1/2" = 1~ " 0 022704 CENTERLINEREEL BRAC O N O O a a ~ o w zw Q E"' o a o oci0 3" 3" TB525SET AT I`~`' 40 PSI i ~~ i 0 WINDSHIELD ~ ~SOLVENT CONTAINMENT CONTAINER ALLET P_ WINDSHIELD WASHER 1" PIP~f p ~~ J/4~ PIPE AND v v 1TTINGS FiTT1NGS 1/2" PIPE AND TB555 I'iTT1NG5 TB492 _ TB541 _ ____ `~ ____ L 1 osHCONTAINERTB810 I CONTAINMENTELEVATION 4 ` JVLVtN I PUMP ASS MB Y I r ISSUE HLOCI( 1 12/16/04 CCD # 5 2 01/24/05 CCD # 8 II OIL STORAGE TANK 1 I Tesaa I1 I Iit I I 2" VENT PIPE AND FITTINGS 3" 3" TB525 i Sf T A PSI 1" PIPE AND FITTINGS Q YY/1J C V NTS 022704 1/2" PIPE- AND FITTINGS 7 I3/4" PIPE VD FITTINGS 1/2" PIPE VD FITTINGS T .~ 3" 3"Iii N' TB525SET AT 50-60 P~ 3" 3"iii C/AC021-008-F W SET AT 50-SO PSI s Iin i-~, o~roi / _TB457 ~ li ~ P~ tLtVAlION PLAN ELEVATION v GEARo01L PUMP ASSEMBLY n CHASSIS GREASE PUMP ASSEMBLY c/ncox~-oos-r J xrs oueoi c/<cazi-oos-F r _ WASTE OIL SUCTION HOSES REF 13-AC2.1CHASSIS GREASE GUN ASSEMBLY REF 1O-qCZ 1 GEAR OIL GUN ASSEMBLY A REF 11-AC2.1 WASTE OIL PUMPASSEMBLY REF 7-AC2.1 FLOOR OPENING REF STRUCTURE rnNCsUNIS~TRTUTUTYP 1/2" PIPE AND HTTINGS RECEPTACLE 1 REF ELECTRIC LIGHT TYPELECTRICAL SWITCH TYPELECTRICAL REF MECHAN CAL NEATER REF MECHANICAL t CONDUIT TYP REF ELECTRICAL CITY OF MONTICELLO BUILDING PERMIT PERMIT# 05-8533 e -_ DEVELOPMENT SERVICES -BUILDING [NSPECTIONS pID # 155-169-001010 505 Walnut Street. Suite I, Monticello. MN 55362 nion~nce~~o City Hall (763) 295-2711 Fax (763) 295-4404 f SITE ADDRESS: 9320 Cedar Street ZONING: B--4 Legal: Lot 1 Block 1 Plat Monticello Business Center 3rd Addition PROPERTY OWNER NAME: Walmart Address: 2001 SE 10th Street CONTRACTOR NAME: W.J. Bae1lTIlan Company _ License #: _ Address: 178 Ridge Road City: Lackawanna State: NY zip: 14218 ENG./ARCHITECT NAME: -License #: Phone: Address: City: State: Zip: PLUMBER NAME: License #: Address: City: MECHANICAL NAME: Address: City: Tvoe of Work: I~X New Addition Alteration Repair Move Other Use• Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other Buildins? Information: Estimated Value of construction: ~ Occupancy Class.: Construction Type: Sq. Ft.: No. Stories• Res. Units: Max. Occ. Load: Fire Su~oression System Required: YES NO Description of Work: Installation of HVAC This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. App tc toe Date 7 i Building Of cia Signature :z~..3C? Da e QTypeofPayen : -Cash Credit Car hec ~,~"]~~. Receipt # FEES: Building Permit Plan Review State Surcharge BUILDING TOTAL Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit 50.00 Fixtures 427.00 State Surcharge . 50 MECHANICAL TOTAL 477.50 BLDG. PERMIT SUBTOTAL) Sewer Access ~SACJ Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee TOTAL FEES TO BE PAID 477.50 xxxx~Y>,xxrrrrx>.,:: ,:,:>.xKxx,:xxx,.YYxK,:x>.xxx,: TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES Phone: Phone: 761-821-9$Ol Phone: State: Zip: Phone: State: Zip: City: Bentonv111e State: AR Zip: 72716 z , CITY OF MONTICELLO BUILDING PERMIT PERMIT # o5~-F,559 DEVELOPMENT SERVICES -BUILDING INSPECTIONS PID # 355-169-OQ1Q10 505 Walnut Street. Suite 1. Monticello. MN 55362 nm N'nrF~. r. r,n City Hall (763) 295-271 1 Fax (763) 295-4404 SITE ADDRESS: 932fl Cedar Street ZONING: B-'3 Legal: Lot 1 Block 1 Plat Montieella Business Center 3rd Addition PROPERTY OWNER NAME: Waimart Phone: Address: City: State: Zip: CONTRACTOR NAME: iota? Fire Protection License #: co50 Phone: 605-582-2400 Address: 921 - 9th Avenue North City: Brandon State: SD Zip: 57fl05 ENG./ARCHITECT NAME: License #: Phone: Address: City: State: Zip: PLUMBER NAME: License #: Phone: Address: City: State: Zip: MECHANICAL NAME: Phone: Address: City: State: Zip: Tyne of Work: New Addition Alteration Repair Move Other Use• Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other _- Building Information: Estimated Value of construction: $_ Occupancy Class.: Construction Type: Sq. Ft.: No. Stories: Res. Units: Max. Occ. Load: Fire Suppression System Required: YES NO Description of Work: Instal 1 Fire Spriaikler SzOsten:. S -- wet & ~ - drZY. __._ This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. Applicant Date Building Offi ial ignature ~~~~y Date Type of Pay ent Cash Credit Car ec < Receipt #~~ 29$,SOQ,QO FEES: Building Permit 2, 105.35 Plan Review 1365.4$ State Surcharge • 5Q BUILDING TOTAL Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit Fixtures State Surcharge MECHANICAL TOTAL BLDG. PERMIT SUBTOTAL Sewer Access ~SAC~ Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee 3,474.33 TOTAL FEES TO BE PAID 3, 474.33 xxx,:,~,:>., r,:Y,:x,:>.:.r,:,:,:xxxx,:xxx,.xxxx>.x>.r,.xx TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES CITY OF MONTICELL~ BUILDING PERMIT PERMIT # 05-8631 r~.~o~~~~'~a`~~ DEVELOPMENT SERVICES -BUILDING INSPECTIONS PID # 505 Walnut Street, Suite 1, Monticello. MN 55362 City Hall (763)295-2711 Fax.(76~~)~295-4404 ZONING: SITE ADDRESS: 9320 Cedar.. Street - Legal: Lot Block Plat Phone: 507-286-8672 PROPERTY OWNER NAME: Brian Schoe ner Address: 3900 -° 7Sth Street City: Oronoeo State: ~_ Zip: 559h0 CONTRACTOR NAME: License #: 0032301781 Phone: 507-286-$672 City: Oronoeo State: ~_ Zip: 55960 Address: 3900 - 75th Street NW an~P ~~ Phone• ENG./ARCHITECT NAME: Address: PLUMBER NAME: Address: MECHANICAL NAME: _ Address: Type of Work: K New Addition Alteration Repair Move Other Use• Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other City: City: Buildins Information: Estimated Value of construction: S 122 , 500.00 Occupancy Class.: Construction Type: Sq. Ft.:_ No. Stories: Res. Units: _ Max. Occ. Load: Fire Suppression System Required: 1'ES NO Description of Work: Interir~r Finiche Bank This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. 1 agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. 1 agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. App can na re Date Building Of -ci 1 Signature Date ~ y~~~Type of Payment: Cas redit Card heck # Receipt # (~ City: License #: State: _ Phone: Zip: State: Zip: Phone: State: Zip: FEES: Building Permit 1,122 , 55 Plan Review 729 ° 66 State Surcharge 61.25 BUILDING TOTAL Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit Fixtures State Surcharge MECHANICAL TOTAL BLDG. PERMIT SUBTOTAL) Sewer Access ~SAC~ Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee 1,913.41 TOTAL FEES TO BE PAID 3 , 913.4 xxxx*rxrYrrrx,:>.rrxYxxxrxrxxx>.xxxx>.x,.rxrx TRUNK FEES Normally Assessed) Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES a'~ _ ' ~ -) r: MONTiCELLO PERMIT #: ADDRESS: OWNER: CITY OF MONTICELLO OBSERVATION NOTICE CONTRACTOR: Footings Foundation -Forms & Rebar Foundation - Backfill Basement Under Floor Slab Plumbing Rough-In DATE TIME Scheduled ~j ~~ Completed Mechanical Rough-In Framing Insulation/Energy Conserv. Drywall OTHER: Mechanical Final Plumbing Final Site Drainage Building Final COMMENTS: ~ A~_~ ~- ~~ ~ Y~7k~, ~, NSPECTION RESULTS: APPROVED -PROCEED UNABLE TO INSPECT CORRECTWORK-PROCEED CORRECT WORK -CALL FOR INSPECTION STOP WORK ORDER REASONS: INSPECTOR: Y `~' WORK NOT READY NO PERMIT ISSUED CORRECTIONS INCOMPLETE UNABLE TO ACCESS SEE ABOVE ^ DO NOT OCCUPY Please call (763) 295 - 3060 for next inspection - 24 hours in advance. rJt, ~ s CITY OFI~ONTICELLO BUILDING PERMIT DEVELOPMENTSERVICES -BUILDINGINSPEC'I'IONS PERMIT# 05-8740 2'tih~i"~~- 505 Walnut Street, Suite,l. Monticello. MN ~ 55362 P1D # j55-j69-OOLOjO I IIN I ICELLn City Hall (763) 29~-271 l=ax (763) 295-x404 i SITE ADDRESS: 9320 Cedar Street ZONING: B-4 Legal: Lot 1 Block 1 Plat Monticello Business Center 3rd Addition PROPERTY OWNER NAME: Premier Bank Phone: 5070285-3700 Address: 421 - lst Avenue SW City: Rochester state: MN zip: X902 CONTRACTOR NAME: Hale Comfort S Stems License #: M0133 Phone: _y ~'0~- 2g1-[~l~i Address: 445 West Broadway City: Plainview state: MN zip: 55964 ENG./ARCHITECT NAME: License #: Phone: Address: City: State: Zip: PLUMBER NAME: Address: MECHANICAL NAME: Address: Tvne of Work: New Addition Alteration Repair Move Other License #: City: City: Building Information: r Estimated Value of construction: ~_ Occupancy Class.: Construction Type: Sq. Ft.: No. Stories: Use• Single Family # Res. Units: Duplex Max. Occ. Load: Multi-Family Commercial Fire Suppression System Required: Industrial Residential Garage ~ YES NO Other Description of Work: Install Duct System to existing RTU This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. 1 agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. plica u~ Date J Buil ng Offi is Signature ~~~` Date Type of Pay n . Cash Credit Car hec , ..~i_3 ~Receipt #_~.~~ FEES: Building Permit Plan Review State Surcharge BUILDING TOTAL Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit 50.00 Fixtures 7.00 State Surcharge .50 MECHANICAL TOTAL 57.50 BLDG. PERMIT SUBTOTAL Sewer Access [SACS Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee TOTAL FEES TO BE PAID 57.50 xx*xrYYY,:rxx>., ::rrrxxrxxxxx>.xxxx>.x>.rxrx TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES Phone: State: Zip: Phone: State: Zip: 1 6 MONTiCELLO PERMIT #: ADDRESS: OWNER: ti -- S~'1 Ufa DATE TIME Scheduled O~ °. Completed p CONTRACTOR: Footings ~ Mechanical Rough-In Foundation -Forms & Rebar ^ Framing Foundation - Backfill ^ Insulation/Energy Conserv. Basement Under Floor Slab ^ Drywall Plumbing Rough-In ^ OTHER COMMENTS: ~ ~ ~~ uG ,~ ~ _„ . INSPECTION RESULTS:REASONS: INSPECTOR: APPROVED -PROCEED WORK NOT READY UNABLE TO INSPECT NO PERMIT ISSUED CORRECT WORK- PROCEED CORRECTIONS INCONIPLETE CORRECT WORK -CALL FOR UNABLE TO ACCESS INSPECTION STOP WORK ORDER -SEE ABOVE ^ DO NOT OCCUPY CITY OF MONTICELLO OBSERVATION NOTICE Mechanical Final Plumbing Final Site Drainage Building Final Please call (763) 295 - 3060 for next inspection - 24 hours in advance. r --~,,., a . ,.- .. ~ T , . t i CITY OF MONTICELLO BUILDING PERMIT PERMIT# b~'='~-~.:~~ DEVELOI~~/IENT SERVI~'ES '- BUILDING INSPECTIONS PID # 6~i~~~M 505 Walnut Sheet, Suite 1. MonticellodMN 55362 nuw i ~rF-i.~o w~ City Hall (763) 295-271 I Fa~~ (763) 295-4404 C._~...~ _. ~ "~~~,~SITE ADDRESS: +y~ ~c ~,..Q~ ZONING: Legal: Lot Block Plat PROPERTY OWNER NAME: 1 lY~..S~ ~~~ ~~~-~° Address: City: CONTRACTOR NAME: ~ ~. ~ ~ ~ ('y+f1~~ _ License #: Address• f1~~ ~~ ~ ~1 `1~`~ City: ENC./ARCHITECT NAME: Address: PLUMBER NAME: Address: MECHANICAL NAME: Address: Tvne of Work: New Addition Alteration Repair Move Other Use: Single Family Duplex Multi-Family Commercial Industrial Residential Garage Other Sq. Ft.:_ No. Stories: Res. Units: _ Max. Occ. Load: Fire Suppression System Required: YES NO Description of Work: ,,,, _l~t'rT" t~ ~x ~ ~ x `~ ~5~ This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. 1 agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. f P ~. Q . Appli a t t e at Building O ~ci Signature Da e Type of Pam t: Cash re rt Card heck # Receipt #~~ BuildinE Information: Estimated Value _ O~ of construction: ~__•_~~~~~ r.•~-~ Occupancy Class.: Construction Type: License #: City: License #: City: City: Phone: State: ~ y `Zip:Phone: ~"l 1~'~~ `~ State: -~ Zip: Phone: State: Zip: Phone• State: Zip: Phone: State: Zip: 2 a` TOTAL FEES TO BE PAID _f~_ xxxx~:>•:>.rrrrrYx>., xrrrxxxxrxxxYxxxxxx>.::::::,: TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES FEES: 2 Building Permit J 7~ -~~ Plan Review State Surcharge ~ BUILDING TOTAL Plumbing Permit Fixtures State Surcharge PLUMBING TOTAL Mech. Permit Fixtures State Surcharge MECHANICAL TOTAL BLDG. PERMIT SUBTOTAL) Sewer Access ~SACJ Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee ri,~ ~ ~ ~_~yi MONTiCELLO PERMIT #: ADDRESS: OWNER: CITY OF MONTICELLO OBSERVATION NOTICE CONTRACTOR: DATE TIME Scheduled Completed 7 D~'rf ~,~ Footings ^ Foundation -Forms & Rebar ~ Foundation - Backfill ^ Basement Under Floor Slab ^ Plumbing Rough-In ^ COMMENTS: Mechanical Rough-In Framing Insulation/Energy Conserv. Drywall OTHER Mechanical Final Plumbing Final Site Drainage Building Final INSPECTION RESULTS: REASONS: INSPECTOR: r APPROVED -PROCEED WORK NOT READY UNABLE TO INSPECT NO PERMIT ISSUED CORRECT WORK -PROCEED ^ CORRECTIONS INCOMPLETE CORRECT WORK -CALL FOR INSPECTION ^ UNABLE TO ACCESS STOP WORK ORDER -SEE ABOVE ^ DO NOT OCCUPY z Please call (763) 295 - 3060 for next inspection - 24 hours in advance. s' t a:, ~ .~ o t r - t i CITY OF MONTIC~ELLC~ BUILDING PERMIT DEVELOPMENT SERVICES - BUILDING INSPECTIONS 505 Walnut Str et, Suite i. Monticello. MN 553b2 neon nce~~" City I Tall (763) 295-27 ~ Fax (763) 295-4404 r/ PERMIT # _05-8813 PID # 155-169-001010 SITE ADDRESS: 9320 Ceder Street ZONING: B-4 Legal: Lot 1 Block 1 Plat Monticello Pusiness Center 3rd Addition PROPERTY OWNER NAME: Walmart / SUbWay Phone: Address: City: State: Zip: CONTRACTOR NAME: Purcell Plumbing & Heating License #: Address:. 220 Sandberg Road City: Monticell ENG./ARCHITECT NAME: License #: Address: City: PLUMBER NAME: License #: Address: City: MECHANICAL NAME: Phone: 295•-5445 o State: MN zip: 55362 Phone: State: Zip'....... __. Phone: State: Zip: Phone: Address: City: State: Zip: Tvne of Work: X~New Addition Alteration Repair Move Other Use• Single Family Duplex Multi-Family X~X Commercial Industrial Residential Garage Other Building Information: Estimated Value of construction: ~ Occupancy Class.: Construction Type: Sq. Ft.: No. Stories: Res. Units: Max. Occ. Load: Fire Suppression System Required: YES NO Description of Work: Plumbing Per Plans. This permit is for only work as described. Building Official approval required prior to any changes in scope of work or modifications from work as described herein. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. 1 understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. Applica a ure Dat Building O fic al Signature D to ~ ~ .~ Type of Payment: Cash Credit Car `C-heck~eceipt #~_ FEES: Building Permit Plan Review State Surcharge BUILDING TOTAL Plumbing. Permit 50.00 Fixtures 49.00 State Surcharge .50 PLUMBING TOTAL Mech. Permit Fixtures State Surcharge MECHANICAL TOTAL BLDG. PERMIT SUBTOTAL Sewer Access ~SAC~ Water Access ~WAC~ Water Meter Water Meter Tax METER TOTAL Sewer/Water Connection Contractor License Check Assessment Fee Utility Locate Fee Lift Station Park & Trail Fee TOTAL FEES TO BE PAID 99.50 xr~:x>.rrYrrY>.>.::~xxrxxrx,:Kxx>.,:,:xxxx>.r.~,,: TRUNK FEES Normally Assessed Water Sanitary Sewer Storm Sewer TOTAL TRUNK FEES