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14694 (3)
day* WINGE O t9'19 10:.18,72 gk 0- 1 46 00 t. 10 -6 -72 bg . 0424699" 103.472 ,. wag. Posit No. ° i a>si shores eon sou ed 00046. IQst OF'CYLat+oaR 61►, CY{.IoiDEfi IN SD. UNS... . "'Mt LOAD IN IINSH't>OAD PII :168 . IN. .41!.1, °P.': CY L. 111 E ®F sPSCIM@N TYPIS OF OREA ( MitirtINOUR IIECSIVEIS COMM -4.000 not given not .'given :. not givm .not ,given o rj' a0 _ not , given. not given good . 6.0" 110,000 3,891 26,6: 7 days #1 9. ou'e1 0:10 Wait 9..20 -72 :$ PAr- ef.v1 4.. 9;.27,.72 T Daly ®�SSTEDr' v- tasraq cones Ipotesi !To 2.4to rvs. Constr. `company 14(r.,. B'rad£ord, .Bldg. Insp. 141r, Robert Gook, Dj.r.Bldg, . Zoning E $ �sberer+ ery fir t Sees 182D N. ro, E, '14tth S�set ' P,1 . atimizawitusf North Miami, Florida 33161 REIOEY OF TEST. OF CO CYLINDERS �. • ® .o riistiet ATION FUR4NISHEd:aY LAs. good 6.0 " - 28.27 122 4•:3 26.7 14 days ,9 -21 -72 73.4'± 9-20-72 10 -4 -72 • • • good 6no" 28.27 131,000 . 4,634 27,0 28 clays ` #1 9 -21 -72 • good , good 6.0!' : • 6.0" 2'.27 28,27 135,000 .132,000 4,775. 4,669 2(,5 . 2 28 days 28 days #1` #1 ,9-21-72 9.21 72 3 *P.:Rl1I .d tY.9 • 9- 20-72. .9- 20 -72' .9- 20 -72 . REMmfires: STRENGTH REQUIREMENT _ �'Ql'p - its' 1 cla 4 m .➢ • ,.:,: INFORMATION FURNISHED 8Y:.: insT3eo AP I% T. WEATHER comO TIoN., C lee1r" M.P.B.. ; :• ooNC�RET� ft.URNISN�D rliY� : .... -�,.•; TEST CYLINDERS MADE AT • 1:1 PAP FROM 5 Y4...' TRUCK NO. 7 16` TIME BATCHED :1 ?$20 P �; TICICE ® -11,1285_2 Vic YARD ' AIR G'Q!#TEM* ... NG A¢ A' MN1'f'y*L PROTECTION:' 1'O CLIE•NTS,'THE FUNLIC ANO ALL REPORYS St *M*TTED ' . I *5 Tit¢ CONFID1$TIAL PROP¢PTY OF CLIII TS, ANO, I TNORIZ*TION 1?ON PUEI,ICATIQN OF STATEMENTS ? 4LII1014soR pertuC?S. "mom optAt i ► k1 sf.00,Nk Oft'1S *1141,10R'4FSO PENDINtl OUR IIRITTgN A o: • REPORT. OF TESTS OF CONCRETE CYLINDERS CLIENT Stobs :ro- . C + RRPORT N o CONTRACTOR .Stobs Bros,. Construction Company � ORDER. - 1 ®, ° 3058 1 65 ) ; PROJ1>CT _ Addition onurcn (steeple) nut e i' .r; . yo liatc LOCA1rl��f.. Foundat o cgi:rcular for. 16 toUrar:, south side ':29/72. 10 /4/7 2 R.PORTBD T O Stobs Bros.. Construction .Company 7010 N.E. 4 Court .Miami Fla, k,■e. NO. SAkMR.I.t NO. SPECIFIED STRENGTH MIX BRAND OF CEMENT EINE AGGREGATE COMISE AGGREGATE .EI„UMI,p IN INS. O,Af,S. WATER TO SACK • BATCH ADMIXTURE CONDITION OF CYLINDER DIA. OF CYLINDER AIII/! IN SO. INS. TOTAL LOAD IN LBS. UNIT LOAD PER Q. IN. WT..OF CYLINDER, LBS. AWE OF SPECIMEN TYPE OF BREAK C NISIi ER RECEIVED FIELD CURINQ LAB. W NGERTER LABORATORIES,,' INC. En, 'bn ory owl Inspection Service 1820 N.E. 144th Street 7P. o . DR11ox'IL,, North Miami, Florida' 33161 57631 1 4,000 not given not given not given not given 3• o" I not given not given good. 28.27 100,000 3537 27.4 7 ' days 9/ Lab. our CYLINDER NADg.. 9/20/77 • 4 DoY.TESTEb 9/27/72 DM(0TESTt;D 2S DAYdTBSTED d 5763 2. 3.0" DNFQ RMATION PUNISHED By LA good 60 28.27 129,000 4563. 27.3 14 days #2 9/21/72 psi in 73.40+ coma m UED' REMARK$: STRENGTH REOUIRS BNT Compliee. in 14 days 2- Stobs Bros. Constr. Company INFORMATION FURNI BY Inspector from `oxmari 1- Mr- .-William Bradford Bldg. Insp. WEATNERkCONDITION ear lnd,ustries 1- Mr. Robert F. Cook Dir. Bldg. & �. - -1E'D'E' FURNISHED BY Zoning TEST CYL'•r MAns• TICKET x®4 ,3261' p -Q CUBIC YARD AIR CO TENT Coaxcre. 3 e t 0- ;43295.10 -9 -72 n Bldg, PermDt No 1460 ' M !axn1 Shores Tu z pl.ke ±'iant 9 :00 A,M. FROM 2 ...- , tG4 TRUCK NO., TIME BATCHED 7 ®,lle ipks, '.E. AS A MUTUAL PROTECTION TO.CLIENTS, "THE PUBLIC AND OURSELVES, ALL REPORTS ARE•SUBMITTED AS THE CONFIDENTIAL PROPERTY Op. CLIENTS UT 0 AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS COP$CL USIQNE OR EXTRACTS.: 'MOM OR REOf4 top∎sq QuR,REpORTS.I$ RESERYBD PENDING OUR WRITTEN APPROVAL. - / AA ` . NQ. i1 i NO. 57636 0 ' 57637 : ® . 7 : 57638 • 8 57639 9 57640 10 .. ..orse O STRENGTH . ItOX." MMANO.OF. CEM$NT :vow AOORROAI E : cfealvatt AGiGREGATE e IN INS. , +* dl WATER To � SACK s. :X '4, not given riot given • not given • not given. '3..25" { qp .given riot given psi in'-28 m, - ,. . - �, , 3.25" - days e -- - - _ - _ - 3 .2 5 "' - - - -. - _ - _ - .. 3.25" - - - - -.- - - - - - 3.2.5" .. - - . • ITIO). OF CYLINDER o.*..or crytepan • AE l IN S INS. -T4rieti. LOAD tai - LS.s. imarr t OAo rmI . SQ. ON. ES!'.. or ;CYI,.1NDER,' Las- ' itgim tt'so setts.. Ty'va OP /BREAM ' C' �8 en Rac Lao CORING , LA . FIELD = • good . 6.0" . 28.27 150 5,306 27,2 7 ' days #1 9- 21. -72 Lab, - au:red 1NFIrMAT1ON : good - :6,0" :: • 28.27 ... ' 161,000 5,495 27.3 14 days . #1 9-21-'72 .0 ,13 4° •FURNISHED goo ,6.0" 28.27.. 172, 000 6,084 27.4 25 days #1. 9- 21..72 ° BY LAB. good • 6 - 29.27 167,000 5,907 27.3 28 days #1' 9- 21-72 y 99 good 6.0" . 28.27 169,000 5,978 26.9 28 days #t 9 -21 -72 ` � .c.o.iNDl n I4A " - .. It GAY,Te4TB T 0441f47ESTE® as oAtr -TasTis :. 9- 20,.72. 9 -27 -72 940-72 10 4-72 9 10 -18- 2' 9 -20 -72 .10 - 18 - 2 9- 20.•72 10 - 18 - 2 NEST J Arn, _ Pntiiat, a"°, REPORT No. 1-3 7 0R Stabs AroR, Oo str Cnmmi a ny .� .9 ® �'" 1 �5' B�t�l R at 602 NfR.. Miami g arAx: '. rED . � B W ; ERT ', R L�►!UKATOI Es, °s.., r y +and l tion Service 1824 N.E.144tb Street �'. O.DRB►1 o ?L$9,,Nortb M1amj FPorida'33161 REPORT TESTS OF CONCRETE CYLINDERS COPM1 4S$i�E!? T'O :.2 St©bS •:B.rQS. Constr. Company 1 -Kr . Wm. Bradford, Bldg. LISP, 1—K . Robert F. Cook, Dir. Bldg Zoning WEATHER CONDITION C1eax' oONCRETE FURNISHED BY N•P,S• an .i.P? t . : TEST CYLINDERS MADE AT. ; .. i..z 5.4. . FROM • YD. TICKET N ® ' . H. 328'S .�.:..: TRUCK N0.` 74 CUBIC YARD TIME BATCHED 1.O;19 A .TENT v NG WINGE '8 10 -18 -72 gk 0 - 43008 10 -6 -72 bg 0 - 42468 10-3 72 ..11 . Bldg. • Pennft No. 14694 Miami Shores ORDER No..- 305A. (2065) coot astate W.G •Hicks PA.. AS A MUTUAL PROTECTION TO CLIENTS. , T PUBLIC AND•OURSELVES. ALL REPORTS ARE•S L SD AS THE . CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS , COp CLU =IONS OR EXTRACTS FROM OR RIEGARDDIf .OLR,REEPORTS 1S RESERVED PENDING OUR GRITTIER APPROVAL • • Pkleir • REMARKS: STRENGTH •RE« UIREMENT 0.03 1i 7 y { INFORMATION.FURNI$HED ®Y -.,. Oar ii`mAC1p'F.(r _tom C 'TRACTOR M.�J s .Stabs Bros. Construotioa Ad ditio i.:. : ohuro stee is ulldst�,ap,,, rout fey ,' 1. tabs. Brtae ® C�nsta lion Comr�anv REPORT .No. . 6 Cda pax R ORo No, 305 St iati Shores ' Flay - 6L! owi r® a.uuth' lido • . Stobs Bross Construotio Corn 01 O :N.L Cofrt Miami Fla. iyaco aim . r Copp 4TR DTN X AND , ,F CEMENT- : gIM� At< , 4MEOAT `a4 *s ..$0 not ' given not given not given flat given 300" not given not :given WOMB, TER 'iii BATCH Ao A15 Co c� u good 6.0" .28.27 100,000 3537 27.4 7 d ays . 9/ Lab our 9%20/72 9/27/72 A, ?s' CO s p e D -To 2- Stabs Brow. Constr. Company 1 Mra-Williat Bradford Bldg. Insp. 1- Mr. Robert F. Cook Dir. Bldg. & Zoning REPORT b:: CONCRETE.CYLINDERS. 3.0" good 60" o. 28,2 129,000 4563 27.3 14 days 9/21/72 73. + AIR 57633 '28 daps ▪ m as •,, Gm q 3 ®a 57634 3 ° a, 6'a • m ( PORNIATiON FyiiINISNED ET LAM 'good good 6.0"' 6`0" 28~27 28.27, 134,000. 137,000 4,740 4446 27..5 27 ®4 28 days '28 days #1 #1 9/ 2 9/21/72 3 F . Hurcdity 991. 9/20/72 10/18/72 9/ 20/72 10/18/72 . INDER1 MADE Ray '4' ' 1£® • C e zip t e ®slap t YIPI aE Air 0..414920 10-18-72 0-43t45:10-9 n 814 Permit Ne 4 14,&6 • Miarn Shores*, 57635 66 67 0" good ; 6®0' 28.27 133, 000 : 4,705 27.0 28 days #1 9/21/72 9/20/7 10 /1 8 /72 : SPLIT Complier: in ,14 dasre` REMARKS; IITR I NOTWREDUIREMENT INFORMATION FURNISHED BY• NEAT N R,,O 9 f'tOoN � . l 6 :e :r�ETE FUR1NISHE€I Our in '.G.: /roll tort industri@S 3 Vice elan. • TEST CYLINDER S MASSE A$ : d ..,- �® , � � voicaT 19 - • TRIJCIG'NO. 10 ,. cubic 'YARD • : TM! BATCHED TENT -• C. R. A ! , 'PO S, INC CON¢, sass a 4N¢AP • • irks, .E, • TUAL PROTECTION TO CLIEIBTS, THE PUBLIC ANO•ouri8ELVE$, ALL REPORTS ARE-SUBMITTED • $ NFIISENTIAL PROPERTY DF 'C1.10NT$I AND .AUTHORIZATION FOR PUBLICATION OF, STATEMENTS, WRI EET*ACTS-PROM OR:MEE ,O'UR.RI.PORTS+Iil,:RE RUED pENDINQTOUR 1MRITT$N APPROVAL ' ',speak* Siivice 1820 N E.144th Stu d ® oarLof ,North Miami Florida 33161 WENT KTRACTO1 REPORTER TO W/. Nt6. ISMS; NO. ADM! R. ±.. • • SPECIFIED .STRENGTH j . �IItX • BRAND :OF CEMENT l!I.N.lP A0OREOATE C,QA,�It11L A410REGATE SLUMR IN INS. 0 WATER TO SACK BATCH CONDITION OF CYLINDER DiA.OF. CYLINDER • A IN SQ. INS• . TOTAL LOAD IN LBS. UNIT LOAD PER. SQ. IN. ;. WT.„ OF CYLINDER, LBS. RISE OF SPECIMEN TYPE OF BREAK C* DER RECEIVED CURING .— C,Y, .INDER MADE • 3 ►.x -TE TCAD T LAY TESTED 28 DAY- TESTED COPIES ISSUED ro Ahsa fiY*2a�t` f;t " RE MT T TESTS OF CONCRETE CYLINDERS • Lobs BrosA Constr. Q t giv not giv not • giv not giv 5.0a t giv t giv good good, .o boor 28.27 28.27 100,000 152, 0 3,537 5.;317 260 2500 3 '' days 28 days .. #2 #1 10_11. -- 7.10.11 s72 Lab. our ® 73.4 .ple �• mm■1=1 OMOMM2MY 0 0" 4. 1 Co. 7010 NE 4t 62148 28 -: days good 2 8.27 1 ° 3 0 5 4 2 5.8` 28 days # 16-11-72 + F. 11 -- 44-1-L Riri +n 361 W ,,4tQ111,P1 4 . Mia. Shores • goiemossosmos •0 ¢0:1 tiffle09 1N.FORMAT ON FU6NISHEA EY L.AE. 1 10 -72 0 - 10 ®7 ast ood • 0 8.27 56,000 518 8 days 1 0- 11.72 midi' ty INFORMATION FURNISHED BY 2'- Stobs Bros 4 Consrt o Corp. WEATHER CONDITION; 1-Mr, Wm. Bradford dg dg Insp ocoNCRETE FURNISHED ®Y l 1- r. Robert F. Cook ,Dir.Bldg. &Zonin TEST CYLINDERS MADE AT TICKET NA.,. H _13602 a ' CuEIC YARD' Alt3 , NG Conn: 1e Temp I NG WlNGE Air T NG REPORT Wk. 10 0RDER1403 t Miami ; Tula 3.31 • CONE SH EAA REMARKS; STRENQTH REQUIREMENT ;w mP1. 't sg 4L.2 t1 9. : ,. • 011 , i nsi eotor Rick/rot m Clear T TIME BATCHED :..2.15.4214 _ R , :AB0 AT© S, INC /d' HICKS P • AS A MUTUAL PROTECT1ONTO CLIENTS;•T PUBLIC AND O SELV A REPORTS A E" AS T CONFIDENTIAL PROPERTY.OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STA ,+Acme., ege#Am.@• as w!e.4 oft a w.aa. eai+.ws «.m Ma r0,a9A. �PIQ4 6GCR! AAa. 4..- YN-. iPfl!M 4�MM.r.... -f°.�. lift–acre /laY.C.k 'AnRy ti}nIIA+ • m 4 !V b 1 � +► at - ;Al b+ert. fast tin ovem. er b 7� l ear al x• y - 1 • . { : i. ' •.: �':` s 'i `1.. , . :` r;. o f ` . . .: a , � info cement. ` �n lac. + at .Ohe fime re o '.. In t lan. Due,to the odd geometry of -t tructu e a couple`of the 4ars.10 !.1 st fore meet 400 4400 dotalled too'iargg i�� d 0000kslon was asked and .grantod ba ts and lia ithem The c dltio) eff .the steel: was goad and •the war cmaflship ver)r sa lafae~t e�t►riteissl� irve yet ta:' .c yy Pte. rY Y �R1• L,AB, ND. *AMPLE NO. 67297 25 6 7 2 98 26 circa V." /. r4 cows �. �� ' aPs =.. syca►s P. \ 4' � *!t. A.a► •• :. d � swlrAk �} Pi g SPECIFIED STRENGTH ;; IFI x ®RAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SlUMy IN INS. k8. WIiTER TO SACK i: H BA TCH RE ADMIXTURE 4000 psi not - given ilOt given- not given not given -3.5a” not gj,ven,.....,.._: net ive in 28 ' days _- „ . -.. ---r _ r . , ' CONDLTIO,N. OF CYLINDER eta. . GI? CYLINDER AREA IN SQ. INS. ; TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN. WT. OF CYLINDER, LBS. AGE OF SPECIMEN TYPE' OF BREAK P,] QER RECEIVED . CURIN FIELD (. LAB. ' goad . -6.0" 2 . r 100,000 3,337 26. 4 . 4' days #2 119/72 lab. :cured INFORMATION .•good -CO" 28-.27 119,300 4, 227 26.5 8 'days #1 7 11/9/72 at 73 FUPNISHEO i 0 0 -3 F BY LAIL ,Humidity '99 , . CYLINDER MADE' k g S - TESTED 31'DAy- TESTED • . - 28 F7?19 TESTED 11/6/72 11/10/7 11/6/7 11/14/72 CLIENT CONTRACTOR PROJECT LOCATION REPORTED TO COPIES ISSUED TO 2 -Stobe Bros. Conat.:`Co. 1- Win.Bradfovd, Bldg . Insp. : 1 -R. F. Cook, D,r. Bldg. &Z oning WING LABORATORIES,. INC. Engilseer's.labrratory and Inspection Service 1820 N.E. 144th Street P O.DRAVIEB0P1M North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Constr.. Co. Add'n to Church NE"-th Ave.,.& 9- St. . M i as mi r es . Fl (2 ©� s - Bros. Constr. Co. es, Fla. 0 17 oor B a Cone re Air • Teat al Stobs. Bross. Cons t. Cp.- 7010 NE 4 Ct. REMARKS: STRENGTH REQUIREMEN INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY NG Miami 0 -49507 11 f 5 ✓72te Bldg. Permit. No. 14694 Miami Fla. 33138 co plies in 8 dayas Shore's T . our insp .R]t clear MPS , 3;rix anc • :, Tu>' Pike 1a an.t .. TEST CYLINDERS MADE AT 5=P FROM `. 3 YD.: TICK10NO 8,..-34 _5 114. TRUCK NO. .• 72 CUBIC YARD TIME'BAT.CHEb 4:i{2Pm, AIR;CON '. .HTCKS P .E. AS A MUTUAL PROTECTION TO CLIENT$,•THE PUBLIC AND OUR$E VES, ALL RE ARE 8IJBMITTED AS THE CONFIDENTIAL PROPERTY OP 010ENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,AA' COI4 OR EXTRACTS FROM OR IREG14RD ,6UR,REPORI$ 1S , I tasi�,RV ED.PENDING OUR %Mif t N APPROVAL. • 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 November 29, 1972 Albert Castellon. AC. rcp JAMES OWtN POWER CONSULTING ENGINEER SO. MIAMI; -FLA. 33143 Miami Shores Presbyter art Church - Bell To wer" Inspection Report No. 5. November 13, 197'2 - inspector = Albert Castellon Inspected wall reinforcement at elevation +10' -0" and found it to be in conformance with plans. Permission was given to pour. November 20, 1972 = Inspectors James Power and Albert Castellon. cc: 2- Harold E. Wagoner, FAIA & Assoc. 1- Building Inspector -Miami Shores Village 1 -Stns Bros. Construction Co. JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE Inspected reinforcement for slab at elevation +20' -0 ". All reinforcement was in place and in good condition. Not enough chairs had been provided for the bottom reinforcement and we asked Roger, the iron worker foreman, to provide more. Mr. Power spoke on the phone with Mr. Stubs about getting shop drawings and he promised to send them to us as soon as possible. Otherwise everything was in conformance with plans and permission was given to pour. LA�. SAMPLE NO. .LE NO. 71946 30 71947 31 v CONE SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. S O i psi not given not given not given not given 4.5" in 2 d. -- . 4.5 y s SACK GALS. WATER TO BATCH : g . n ® t given " a ►;® AbMIXTURE not given ► � tl: CONDITION OF CYLINDER good INFORMATION good FURNISHED Ely LAB. �. g1;11'. OF CYLINDER 6.0" 6.01E eoea E sa Ei AA IN SQ. INS. 28.27 28.27 7 OT,Al. LOAD IN LBS. 55,000 62,000 UNIT LOAD PER SQ. IN. 1, 945 2,193 WT. OF CYLINDER, LBS. 25.9 26.0 AC OF SPECIMEN 3 days 7 days TYPE OF BREAK #3 #3 alf1.4INDER !RECEIVED 12/6/72 12/6/72 � N EAR .< FIELD + 0 CURING LAB. laboured at 73.4 -3 .Humidity 99% ., CYLINDER MADE 12 /5/7 2 12 /5/7 2 3 OAY° TESTED 12/8/7 A ®e, w OAY- TESTED 12/12/7 • 2S DAY - TESTED 4 WINGERTER A AT .IES, INC Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.0.DR'A.WE k!'Le,North Miami, Florida 33161 REPORTED TO 0 - 53300 . Bldg. Permit No. 146914 Miami Shores REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Brothers Const. Co. CLIENT REPORT No CONTRACTOR Stobs Brothers Const.Co. ORDER No PROJECT Add n to Church, NE 6th , Ave & 9 St. ,Miami Shorees ......3.41.-611,20-63 LOCATION East, Wall rd floor Stobs Bros. Const. Co., 7010 NE 4th Ct., Miami,Fla. 33138 C COPIES ISSUED TO 11Stobs Bros. Const.CC, 21W.G. Wagonor 1- tWn.Bradford, 81dg. Insp e 1/James 0. Power, tngre 11R F. Cook,Dir.Bldg.&Zoning 1'G H REQUIREMENT N FURNISHED BY our insp.MA /sUp clear MPS Inds . Irilc Seminole plant Concrete Temp: Air Temps REM; INFORq WEATII. '' DITION CONCRE iNISHED BY TEST L ^. aC." ^5 MADE AT TICKET NO W m 7.. 5 TRUCK NO. 1O CUBIC YARD TIME BATCHED 9 9 45AM AIR CONTENT .. • • .k445 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED ,AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, COP$CLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. L.Ae. NO, SAMPLE NO. 7 35 7 36 CORE \ � C ® ,b <® a si , 4. " sHE SPECIFIED STRENGTH MIX ®RAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO BATCH ADMIXTURE 74 not given-- not given not given not given 2.0" not given not given psi in 2t - - - - -L 2.Q" ® ® ® - ® - ®® days COND OF CYLINDER DIA. OF CYLINDER AREA IN SO. INS. TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN. WT OF CYLINDER, LBS. AGE OF SPECIMEN TYPE OF BREAK CYLINDER RECEIVED FIELD CURING LAB, good 6.0" 28.27 90,000 3,183 26.9 3 days #2 12/19/72 Lab., cured INFORMATION good 6.0'I 28.27 114,000 4,032 27.0 8 days #1 12/19/72 @ 73.4° FURNISHED 3® F. BY LAB: Humidity 99% 4 :1 .. j r `� I'. SHEAR antAT 4e 1t •: . 4. CYLINDER MADE 3 DAY-TESTED 7 DAY - TESTED 28 DAY - TESTED 12/18/72 12/21/72 12/18/72 12/26/72 CLIENT CONTRACTOR PROJECT LOCATION WINGERTER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O.DRWERo'L " Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Construction Co. REPORTED TO . Stobs Bros. COPIES ISSUED TO 1 -Stobs Bros. Const. Co. 2-W. G. Wagonor 1 -Wm. Bradford Bldg. Insp 1 -James 0 Power, Engr, 1 -R. F. Cook, Dir. Bldg. Construction Co. Stobs Bros. Church Steeple @ • th Ave. & N E 96th St, Nofth Wall 1st Level' Constr. C 7010 REMARIc STRENGTH REQUIREMENT Complies ] n 8 days � INFORM / ION FURNISHED BY Our Insp. T. G. from f/m WEATHER JNDITION CONCRETE t ±IRNISHED BY & Z onna TICKET NO AIR CONTENT N. E. 4th Ct. Miami, Fla. 33'"8 10.0 CUBIC YARD not given Concrete Temp: Air Temp: not given Clear M P S Industries Turnpike Plant 11:00 am WINGER INC. 0 -55105 12/26/72 es Ridg, Permit No. 14694 Miami Shores REPORT No. 15 ORDER No.3 0 Miami Shores, Fla. FROM TRUCK NO. TIME BATCHED 2nd 739 9 :45 ATO I S, INC , # . G. HICKS, P. E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION; OF.STATEMENTSt*S4 CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. R YD. am 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 December 28, 1972 JAMES OWEN POWER CONSUL ENGINEER SO. MIAMI; FLA. 33143 Miami Shores Presbyterian Church - Beall Tower Inspection Report No. 6. December 4, 1972 - Inspector z Albert Castellon inspected wall reinforcement above elevation +20' -O". All reinforc At one of the sides of the wall the reinforcement was not tied corrsctly and Roger, the Superintendent was informed. , He agreed to correct it meet was found to be correctly teed and straight. Permission was given scheduled for tomorrow. December 14, 1972- Inspector Albert Castellon Impacted wall reinforcement from elevation +30--0" to elevation + G}' -QM. All the reinforcement was in place and properly tied and straight. Permission was given to JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE Ent was i place. and out of plumb All other reinforce - to pour. Pour is December 27, 1972 - Inspector Albert Castell Inspected slab reinforcement at elevation +40•-O ". In front of opening in siab where plans call for 2 #6 top and bottom they had placed 2 #5 top and bottom. The Super, nt t on the job was told to either change them to #6 or add an extra 2 #5 top and bottom. Otherwise all remaining steel was correctly placed and properly tied. Permission was given to pour. Pour is scheduled for this afternoon. Albert Castellon cc: 2- Harold E. Wag one FA1A & Assoc., 1- Building Inspector -Miami Shores Village 1 -Stcbs Bros. Ctruction Co. AC:rcp WJNGERTER LABORATORIES Eig l ik e el°1 4 A bormoricmdInsiwai 4 nService 1820 N.E. 144th Street P.0 .DR MER PL n 'North Miami, Florida 33161 REMIT C. TESTS OF CONCRETE ICY' A E f { S INC 0 -6642 2 -13 -73 zh 0 -3683 1/23/73fc Bid Permit No. 14694 Miami Shores CLIENT_ Stobs Bros. Construction Co. CONTRACTOR Stobs Bros 30 5 Construction Co. REPORT i40 O5 i~s ORDER N6. . b 0�5 PROJECT Church add'n, NE 96 St. & 6th Ave.,Miami Shores, Fla, C0CATION 6th floor Shearwall REPORTED TO Stobs Bros. Const. Co, , 7010 NE 4 Ct, , Miami,Fla. 33138 .we. wo. 3044 3 3046 304 3048 SAMPLE NO. SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. GALS. WATER TO SACK • • BATCH ADMIXTURE CONDITION OF CYLINDER OIA.OF CYLINDER AREA IN SQ. INS. TOTAL LOAD IN LEE, UNIT LOAD PER SQ. IP:. MIT. OF CY+ IND :#Y, AGE OF SPECIMEN TYPE OF BREMC C.Y.4 RECEIVED CURING FIELD LAB. lab cu CYLINDER MADE 3 > DAY -TEST eU T DAY -TESTO Sa DAY- TESTED COPIES ISSUED TO 1-Stobs Bros. 2 -W.G. Wagonor 1 -Wm. Brad.f ord _ 1 -James 0. Powe - 1 - R.F. Co c D, ✓1' 45 46 48 44 4000 psi in 28 d Design Nix not given - - -- not given - - -- not give -n -- [ - - -- 4.0" 4 ou good 6.o" 28-427 105,500 3.732 26.1 day:- dalY 7 day i=•1 1/1 .0" 4.0" ` let given.--- - n ot given, - - - -- ..... -.3 INFORMATION FURNISHED BY LAB. good good } . good ' 4 6.o" 4 6.0" 6.0" 28.27 28.27 28.27 130,000 127,000 125,000 4 ,598 4,492 4,422 26.3 26.2 26.1 28 days 28 days 28 days #1 i #1 #1 1 -19 -73 1 -19 -73 1 -19 -73 d at (' 11, a .... 1 73 73 j f 1 +' 23J 73 1 / 16 /73 1 1 -16 -73 CONCRETE FURNISHED BY 1 -16 -731 1 -16 -73 4 SPLIT REMAr ST I*ZiTH REQUIREMENT complies in 28 days INFOtckk4T4ON FURBISHED BY our insp.A' clear j$ Turnpike pia ::t C 7 TEST LINL t s 7 S,�A� AT FROM 73g '!O .. r ' , TRUCK NO f TICKET ° i t)' F CU t o YARD - TIM T31 E BATCH __. AIFt COAT,. ' y . ( � ''1 ' • ,�:`,�'" .ter W.G.HICK.. ,P.r. AS A P:1'. SO d , 3 j?a a e+3 1 i 'TFF PU SL:C ANO OUR - "I vEs ALL REPORTS ARE Siic MITTEo 4. OP AS T +E CONFIG .c3Ti SL PP0 A. ' a of CLIENTS, ANC: AUT'40RIZA :':^N , ,:OR PUBLICATION OF STATEMENT: 3, CrINCLUSIONS OR EXTRACTS FROM QR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.. CLIENT CONTRACTOR PROJECT LOCATION REPORTED TO Stobs GERTER LABORAToR!! , !NC,. Engineer's Lisd' or ry Inspec ion Sem e 1820 N,E. 144th Street WEE:,!`LI ",North Miami, Florida 33161 aF T STS G CUNCR T CYL JD S Stobs Bros. Construction Co. Stobs Bros. Construction Co. 30387.611205) Church addle y6 c+ & 6th Miami ORDER sit5 6th f toor Shearwall 0 -3683 1 / 2 3/73fc Fr ,i4 14694 Miami Shores L.AE. N0. SAMPLE NO. SPECIFIED STRENGTH Mix STRAND OF DEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO eArc 4"tuR' C IC#I?,0.14 DIA, OF CrL.INO AREA IN SC. 'INS,. TOTAL LOAD WT. LOAD rPt.:-.4t .RJ. o C 3 y 5 ..: 'AGE C� SSE YPE OF OF. oy. INDER R CURING LAD s. c 7 DAY -TES"' :: y oFIES I s • ® ®xMe�n b l Ffint s _' a' t • 1 . 3n it s�0 Pei Design N not give not give not give 4 c rs good 6 o 28.27 10 5,5 00 ' 3,732 26 d ay 1/19'7 A ra?mrPo `.' s r RELIT. WEATH ': owsoI e ICN CO4i:Rk.: ;.r URNIS`r1EO e 33138 Tai LT T �v 7l YY . G. HICK , P a'4;® .'.. ALL REPORTS ARE ,uemiTTt D PUBLICATION OF ST ATf MENTt. RESERV fD PENDING OUR WRITTEN APPR;: SP41T 8.,INC SHEAR Bros Const, Co,, 7010 NE 4 Cto, Miami Fla - Harold E. Wagonerf A IA & Assoc. 1 cc: Building inspector - Miami Shores Village 1 cc: Stobs Bros. Construction Co.