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REV-16-1971 Miami Shores Village '.jF1Iv'l;.D Building Department JUL 752016 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.PC-- 2-» -312- PERMIT /2-PERMIT APPLICATION Sub Permit No;ff:-� /S 16)& ®BUILDING ❑ ELECTRIC ❑ ROOFING ® REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0,3101 N PJ(��yl-z M- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: / /3 2 0-'� O 2 -7 a O 5(C7 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): di 0 y 'S-Z L7rn1 120 rLLA v,0S 4/ Phone#: Address: a� VL�e cru\J 1:!' City: (A State: 47--Z- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: I� 60ep Phone#: 786-36o-- O.6 / 9 Address: / /6 ® 7 SCJ ill City: L4AT?/I//I State: F-L Zip: Qualifier Name: V 1 LL AQz" '6/o Phone#: -76 G - 360 —©61Q State Certification or Registration#: C roC Certificate of Competency#: Z 713-7£3 DESIGNER:Architect/Engineer: 7�� ( � �L6111 Phone#: 3d S' C44L0- Address:-0/6,0 «Lt.,(A✓j W yU) 22C� _city:6v-,W? `� State:FL Zip: 3'3/60 Value of Work for this.Permit:$ _QCO© r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Q/Z�-MstO" 0 T Pt LC 1-0 C/A-t-7 O>v t Specify color of color thru tile: Submittal Fee$ Permit Fee$ i CCF$ CO/CC$ Scanning Fee$ 9 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 1 �-0 �� Bond$ t1 TOTAL FEE NOW DUE$Zoe (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature c4 " ( Signature 1bJNER or AGENT CONTRACTOR Thq foregoing instrum nt was acknowledged before me this The foregoing instrument was acknowledged before me this ' day of 20 J by 4 day of V L 20 by who is personally known to 0Lfliu-00 lI u-A/L who is personally known to me or who has produced as me or who has produced L IZ"��' Ld C as vI 2-000S o�10 identification and who did take an oath. identification and who did take an-MI. NOTARY PUBLIC: NOTARY PUBLIC: Si n: Sign: Print: Print: t**r nu Notary Public State o EMMANUEL REGIS Seal: ro BoJoanna M Felician° Seal: +; MY COMMISSION#EE 877007 w My Cammiseion fF 082753 a'•, EXPIRES:April 14,2017 ;p Expiref 01112/2015 f?�F Bo OF nded Thru Notary Public Underwriters 'dn`� ******* **************************************************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 00 O TRIO DESIGN CONSULTANTS September 12, 2016 /G C - I'L Miami Shores Village c t� Building Department 10050 NE 2nd Avenue Miami Shores Village, FL 33138 RE: Kurlandski Residence 9301 N. Bayshore Drive Miami Shores Village,FL Permit Number: 15-3127 Building Official: The purpose of this letter is to address a condition in the field at the above referenced project. Sheet S-1.0 on the permitted set of plans indicates top reinforcing steel,labeled as "A" bars,in the Family Room. The current condition in this space is an existing concrete slab,with a proposed 6" secondary slab poured directly on top. Given the existing conditions, the top "A" bars are not necessary. I was on site to review the reinforcing steel installation. Given the conditions in the Family Room space, I have concluded that the new steel reinforcing installation observed at the site,is sufficient for the intended loads and use. Please contact this office should you have any questions, or require additional information. Sincerely, David B. Rog r ,P.E. Licensed Engineer #54981 State of Florida 1 7100 COLLINS AVE. SUITE 220 SUNNY ISLES BEACH, FLORIDA 33160 T: 1 .305.940.0555 F: 1 .866.295.3579 WWW.TRIO-DESIGN.NET CITY DYNATECH ENGINEERING CORP. Geotechnical, Environmental, Testing Labs. _.c V lb -- 1 q_7 JI 'l 6 20% ... . . .... ...... .... . ..... . . . • • • • •••••• • • • • • • 750 WEST 84 STREET PHONE: (305) 828-7499 HIALEAH, FL 33014 FAX: (305) 828-9598 E-Mail: Dynatech(ct,',Bel Isouth.net CtV 1t l.:riN1LHL I!:N V 1KVNP'1t:N IAL MA'1't1t1AL`.i"1'G�.i l'1Nli AStlC,'1'U,11lUUY TtbT1NU I 1NbkW;TL0N SERVICES I DRILLING SERVICES DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM Miami, June 28, 2016 Mr. Alfredo Villarraga CONSTRUSERVE CORP. 11687 Southwest 144th Avenue Miami, FL 33186 Re: Proposed Structures @ 9301 North Bay Shores Miami Shores, FL Dear Mr. Villarraga: Pursuant to your request,DYNATECH ENGINEERING CORP.(DEC)conducted a site inspection on June 28, 2016 at the above referenced project. The purpose of our inspection was to document pile driving operations and review pile monitoring log provided by soil probe. All piles consisted of 14 inches diameter auger cast piles placed at the locations marked by client to the depth indicated on the attached field log to achieve a bearing capacity of 35 tons in compression. To the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building code and are in substantial accordance with the approved plans. Enclosed please find copies of our field inspection logs. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. •••• • S Florida Reg. No. 39584 ;'���`'•'� � '• •••• • Special Inspector No. 757 No, ••• •' y : 660 :....: Certificate of Authorization No.: CA 5491 = �� • • • 1 S101V ...... 0. . ..* 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)628-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.CQI� ;t " 7450 Griffin Road,#140 Davie,Fl.33314 • 'Tel:954-534-6115 Fax:954-551-2415 E-mail.rcolettonsoiIprobe.net Ouiflprva b-te I Ustmag, h,C. EF,119�111!M�ffil 9 June 21, 2016 J.IL.0 Enterprises,Inc. 3320 NW 69t" St. Miami, FL 33141 RE: Pile Installation Certification Proposed Residence 9301 N Bayshore Dr. Miami Shores, FL This is to certify that on June 07, 2016 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of thirty seven (37) piles were installed at depths and locations shown in the attached pile installation logs and location sketch. The piles were installed at the location staked in the field by the owner's representative who was responsible for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the worlcrnanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 35 tons (70 kips) as shown in the attached pile logs. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilpr e Engineering & Testing, Inc. eana P.E. •••• •••••• eg. 03,734 ' ' • .. ...... Cc' City of Miami Shores,FL ."". :...:. • Client JT F "" ••:••• Enc. Pile lois,Location sketch •••••• ••• ••••• .. .. .. . ...... . . . . ...... Eno neering is the essence • • • . • . . • . • . • W ofscience and technology Theor. Pene Amount Pile Auger tration of Grout Actual Grout Grout ID Time (Feet) (Cy) Pump Strokes lAmOUnt(GY) Factor Yips Notes: 06/7/16 1 1 3:21 25 1.00 47 1.65 1.65 70 Start 9:30 #3008 2 2 3:40 25 1.00 50 1.75 1.75 70 Adonel Arrived 9:25 9cy 3 3 4:11 25 1.00 53 1.86 1.86 70 4 4 3:50 25 1.00 47 1.65 1.65 70 5 5 3:31 25 1.00 55 1.93 1.93 70 Stop: 10:30 #3011 6 6 3:46 25 1.00 47 1.65 1.65 70 Start 10:35 Adonel 3011 Arrived 10:20 9cy. 7 7 1 4:01 25 1.00 47 1.65 1.65 70 8 8 3:28 25 1.00 46 1.61 1.61 70 9 9 3:20 25 1.00 46 1.61 1.61 70 10 10 3:41 25 1.00 45 1.58 1.58 70 Stop/Start 11:45 #6000 11 11 3:32 25 •1.00 46 1.6'1 1.61 70 Adonel Arrived '11:40 9cy 12 12 3:33 25 1.00 44 1.54 1.54 70 13 13 3:20 25 1.00 48 1.68 1.68 70 14 14 31-24 25 1.00 51 '1.79 1.79 70 15 15 3:49 25 1.00 50 1.75 1.75 70 Stop 12:45 16 16 4:12 25 1.00 48 1.68 1.68 70 Start 12:55 #907 17 17 2:50 25 1.00 48 1.68 1.68 70 Adonel Arrived 12:38 9cy 18 18 3:42 25 1.00 43 '1.51 1.51 70 19 19 3:43 25 •1.00 48 1.68 1.68 70 20 20 4:09 25 1.00 46 1.61 1.61 70 99 Miscellaneous Nois'.; PROJECT: Proposed Residence CITY: Miami, FL Steel Spec'S: "' AS'S witli;3 ties @6" o/c and ] #7 full Logged By: MF length CONTRACTOR: MF . * ie . Grout Spe..,s: .• . 500 Psi.* • .• . . .. • . . . • •• • •• ADDRESS: 9301 N Ba Dr. En eers S .. ... ... Yom'wore g. Load Bearing: 35 tons ... . . . . ... . . 6V Al . . . . . . . . . . . .. .. . . . .. .. i4" AUGER CAST PILES INSTAL YI:JATION LOO Page 2 of 2 Theor. Pene Amount Pile Auger tration of Grout Actual Grout Grout ID Time (Feet) (C`/) Pump Strokes Amount(C') Factor Kips Notes. 06/7/16 1 33 3.04 25 1.00 46 1.61 1.61 70 Stop/Start 2:00 Adonel #935 2 34 410 25 1.00 46 1.61 1.61 70 Arrived 1:45 9cy 3 35 2:49 25 1.00 47 1.65 1.65 70 4 36 3:23 25 1.00 46 1.61 1.61 70 5 37 3:32 25 1.00 45 1.58 1.58 70 6 38 2:46 25 1.00 47 1.65 1.65 70 Stop: 3:00 7 39 3:07 25 1.00 44 1.54 1.54 70 Start 3:05 Adonel 3003 8 40 3:56 25 1.00 43 1.51 1.51 70 Arrived 2:45 9cy 9 41 2:59 25 1.00 55 1.93 1.93 70 10 42 3:02 25 1.00 44 1.54 1.54 70 11 43 3:28 25 1.00 45 1.58 1.58 70 12 44 3:43 25 1.00 47 1.65 1.65 70 13 45 3:17 25 1.00 45 1.58 1.58 70 Stop: 4:00 14 46 3:08 25 1.00 45 1.58 1.58 70 Start 4:05 Adobnel 956 15 47 3:14 25 1.00 43 1.51 1.51 70 Arrived 3:55 8c.y 16 48 2:42 25 1.00 45 1.58 1.58 70 17 49 3:18 25 1.00 47 1.65 1.65 70 Stop: 5:00 18 19 20 •. ... . . . . . .. Miscellan:Mus Noes%: ��� �� PROJECT: Proposed Residence CITY: Miami, FL Steel Speces: 66's witlei#3 ties @G" o/c and 1 #7 full Logged By: AIF length CONTRACTOR: JJF • ..• • ••• GI-OUt S;ii,S: • ••• *OO•Psl•• �•• ;• ��; ;• ;•. '•' ADDRESS: 9301 N Ba shore Dr. E gineers S Load Bearing: 35 tons ... • • • . .•. . . �/A Ir { .............................. ;7 F LI- .1 1 'A i 1 . ..... C."U'-L E _ � �� l I ( ............ ............ S CP F1 c L F 7- ............ j ............ ........... ...................... ........... .......... I! 2, s II ........... ... ................ -'J ' ;I i l I ........................... ............................................. .......... F S-F L C�Cj 1�1-' S L-�-, f: f_0 .... ....... 'W*"i�"�--'4 A i I# :, .7 0 ......................... ........... . .... ......................................... ...... ... 4 7RO INT '-"AL L Ri!F SOILPROBE ENGINEERING AND 4A JLU Enterprises TESTING • •Pi•L Loeqtidj!5,�etch 7450 Griffin Road#140 FL 33314 Davic9301 N Ba�gho?e Dr. , Tel. (954)584-6115 Miami Shores,FL Fax.(954)581-2415 t r AUll1:1,K t-Aa 1 MA""a * PIN PILES * Fax: 305-696-3908 * HELICAL PILES * CC#0213800298 J.L.U. Enterprises Inc. 3360 NW 69 Street,Miami, FL 33147 Submittal: 14" Diameter Auger cast pile, Reinforcing steel s June 1 ,2016 - Cage submittal prepared in accordance to Structural plans Sheet S-5.0. And Geotechnical recommendation by Dynatech engineering, report dated 1-23-13- 14"auger pile 25 R below grade,35 tions. Contractor: JJF 2 ft rebar embedment into GB t Top 24" of cage NO hoops Project: 9301 N.Bayshore dr. Miami Shores,Fl. #3-6" Square ties 6-#5 pars(27ft) w/Standard over lap 1-#7 center bar(Ins) � �• Ties:#3 t 6" on center. .... ;••••; . . . . ...... .... . ..... ...... . ... ..... Cage V11CI;8 24" longer than '• drill 4epth.of 25#+elaw gra" 3" Coverage min. •' ' Typical 14"Auger Bottom 5 ft of cage,NO hoops cast compression pile to allow for cage closure/ With 5000 PSI grout Rack tie. Pile tip: 25 ft below grade FASTEN RESAM FOR EASE OF WSTA"'nm All reinforcingsteel shall conform with latest ASTM A-615, FY=60 lel BUILDING RELATIONSHIPS FOR OVER 25 YEARS A --- ,CONCRETE January 21,2015 Customer: JLU Enterprise,Inc. Project Name: Address: Dear:Juan Adonel is pleased to submit the following concrete mix designs for the above referenced project: Product Code Design Strength Description Proposed Placement 500ACG 5000psi @ 28 Days 5000psi Auger Cast Grout Auger Cast Grout Adonel Concrete has no knowledge or authority regarding where the mix is to be placed. Therefore,it is#h&• responsibility of the project architect,engineer,and/or contractor to insure that the above*sigitQ mix p*W*ters •••';• of compressive strength,water-to-cement-ratio,cement content,and air content are apprognate for the ••. . ..... .. ...... environmental conditions(i.e.ACI-318 Chapter 4,and local Building Codes). • It is Adonel Concrete policy to statistically analyze cylinder test reports as a measure of Qll&"•AssuraM-e. eThe ••;••• cementitious content in the design mixes is stated as a minimum. Adonel Concrete reserves t$e•fight to idcr;ase the "'• quantity. Adonel Concrete also reserves the right to adjust the aggregate weights to maint�ip ftWn volumes. •, . . ...... Please request the testing laboratory to include Adonel Concrete in their distribution for al)cyfi er test reports for ;• this project. •• • •..• • • Thank you for the opportunity of supplying your ready-mix needs. Sincerely, Xavier Vasquez Quality Control Manager Adonel Concrete W 2101 NW I I&Avenue,Miami,Florida 33172 Dade(305)392-5419/Broward(954)434-1245/Fax(305)599-2827 BUILDING RELATIONSHIPS FOR OVER 25 YEARS A 0 04 1 m� IN CONCRETE Date: January 21,2015 Contractor: JLU Enterprises Inc. Project: Address: Product Code: 500ACG Design Strength: 5000 psi @ 28 Days Description: 5000 psi Auger Cast Grout Proposed Placement: Auger Cast Piles Material Weight Material Specific Volume Description lbs. Specifications Gravity Cu.ft. Cement 957 ASTM C-150 Type I/11 3.15 4.87 Camcem(GGBFS) 0 ASTM C-989/FDOT:929-1 &929-5 2.92 . od.60 Total Cementitious 957 --- . -.- . 0000V #57 Stone(SSD) 0 ASTM C-33(#57 Concrete Aggregate) ..2$D. Q4Q 0.0 0:0 #89 Stone(SSD) 0 ASTM C-33(#89 Concrete Aggregate) .01.:11. &00 0 0 Screenings 2124 ASTM C-33(Concrete Sand) 02.53 !4 • Water 491 ASTM C-94(Ready-Mixed Concrete) ••--L• 7.87 ••;•- •.r.� •• dpi ••..• Entrapped Air Max 3% ACI 318.11 0000.. Concrete Admixtures • Admixture 1 95.70 Ozs/Yd3 Euclid Eucon LR Type A • 0000.. Admixture 2 Ozs/Yd3 ***:*6 ' Admixture 3 Ozs/Yd3 Concrete Desi n Properties Design Slump 711f 1" F'c @ 28 Da (psi) 5000 Water Cement Ratio 0.51 Air Content% 3.0% Unit Weight IbsJcu.fL 132.29 Total Volume Cu.fL 27.00 Concrete strength designed using ACI 318-11 Sec.5.3 We request to be placed on the distribution list of the testing laboratory. NOTE:The proposed placement is as per plans and specifications.The actual placement is the responsibility of the contractor Prepared By: Al Xavier Vasquez Quality Control Manager 2102 NW 110th Avenue,Miami,Florida 33172 Dade(305110-5416/Rrr ward(9541434-1745/Fax(105)599-2R27 Adonel Concrete Compressive Strength History Adonel Product Code: 500ACG Description: 5000psi Auger Cast Grout f c @ 28 day: 5000 Moving Avg.: 3 Sample Slump 7 Day 28 Day 28-Day 7/28 Date in Comp psi Comp psi Comp, psi Ratio 07/05/13 9.25 4610 6020 0.77 07/05/13 10.25 4540 6200 0.73 06/05/13 10.00 4480 6250 6157 0.72 07/15/13 9.75 4630 6530 6327 0.71 07/15/13 9.75 4220 6265 6348 0.67 07/21/13 9.75 4010 5865 6220 0.68 07/28/13 9.50 4170 6065 6065 0.69 07/28/13 10.00 4260 5990 5973 0.71 08/07/13 10.25 4450 6330 6128 0.70 08/08/13 10.00 4660 6310 6210 0.74 08/13/13 9.25 4360 6270 6303 0.70 08/17/13 9.00 4459 6100 6227 0.73 08/17/13 9.75 4369 6470 6280 4M'. . . .... ...... 08/24/13 10.25 4520 6180 6250'..' .4.�3 . 08/24/13 9.50 4790 6130 6260•00;0 0.78•• ••••`• 08/24/13 10.25 4660 6250 6187*••0 0 0A •••• 09/03/13 9.75 4780 6180 6187'.... :Q.79" ..... 09/06/13 8.50 4690 6230 6220•.;.• �0.7s.; ••••• .. .. .. . ...... 09/11/13 9.25 4790 6250 6220 s••• 0.71 •• 09/11/13 8.75 4640 5800 6093: .0.80. ....:. 09/14/13 9.75 4650 6229 6093; 00.75 ;....; 09/18/13 9.50 4160 6000 6010 •• •Q¢9.; • 11/02/13 10.25 4510 6040 6090 0.75 10/04/13 8.75 4240 6010 6017 0.71 11/16/13 9.50 4696 6325 6125 0.74 11/18/13 9.75 4400 5990 6108 0.73 11/23/13 10.50 4510 5835 6050 0.77 11/25/13 10.00 4640 6140 5988 0.76 12/01/13 8.50 4450 6170 6048 0.72 12/01/13 9.25 4400 6220 6177 0.71 Count 30 30 30 28 30 Average 9.62 4491 6155 6156 0.73 St.Dv. 0.54 203 171 105 0.03 Range 8.50 4010 5800 5973 0.67 10.50 4790 6530 6348 0.80 w,a Miami Plant 1200 NW 137th Ave zzCGMGX Miami,FI33182 Phone(305)229-2925 /FAX(305)229-2944 CEMENT MILL TEST REPORT Cement Identified as: AASHTO M85 TYPE 1/11;ASTM C150 TYPE 1/11 Date:August 11, 2014 Plant: Cemex Miami Cement Location:Miami,FL Production period:July, 2014 Silos:21,23,25,31,32,33,35,41,42,43,44,45,52,53,54,55,56,65,66 AASNTO M-85 ASTM 0.160 STANDARD CNEMICAL REOUIRMENTS TEST RESULTS SPECIFICATIONS TYPE 1 TYPE 6 TYPE 6(MH) (ASTM C114) Silicon Dioxide(SI02)% 20.8 Minimum Aluminum Oxide(AI203);6 4.9 Maximum - 6.0 6.0 Ferric Oxide(Fe203)% 3.7 Maximum -• 6.0 6.0 Calcium Oxide(COO)% 64.3 •--- --.- .-.- Magnesium Oxide(MgO)% 1.0 Maximum 6.0 6.0 6.0 Sulfur Trloxkte(303)% 2.8 Maximum 3.5 3.0 3.0 Loss on Ignition(LOQ% 1.75 Maximum 3 3 3 Insoluble Residue(IR)% 0.37 Maximum 0.76 0.76 0.75 Alkalies(Na20 equivalent)% 0.5 Maximum 0.60 0.60 0.60 Carbon Dioxide In cement(CO2)% 1.23 Limestone%In cement(ASTM C160 A2) 3.11 Maximum 5 5 5 C&CO3 In limestone%(2.274 x%CO2 LS) 90 Minimum 70 70 70 TrIcalcium Silicate(C3S)% 58 -- -..- Trlealelum Aluminate(C3A)% 7 Maximum - - 8 ••�• Tetracaktum Aluminoferrlte(C4AF)%. 11 - • • (C3S+4.76 C3A) 90 Maximum • • • 100 • C4AF+2C3A or C4AF+C2F % • • ••• • • PHYSICAL RECUIRMENTS • •e•ee• • • •eeee• (ASTM C204)Blaine Fineness,cm2/g 3960 Minimum 2600 ••2600 • 2600 ••.••• (ASTM C204)Blaine Fineness,cm21g 3950 Maximum 99:9f: .•4;Ob; 00:99 (ASTM C191)Time of Setting(Vicat) • •••• • •• Initial Set,minutes 120 Minimum 45 • 4i • 45• ••••.• Final Set,minutes 225 Maximum 375 a 375 ;••319• (ASTM C185)Air Content of Mortar% 8 Maximum 12 12 •••n (ASTM C751)Autoclave Expansion% -0.03 Maximum 0.80 0.80 0.80 (ASTM 0166)7 day Hest of Hydration callg 75 Max.If specified (ASTM C109)Compressive Strength,psi(Mps) 1 Day 2190 ( 15.1 ) .-.- -- ---- 3 Days 3760 ( 25.9 ) minimum 1740(12.0) 1460(10.0) 1450(10.0) 7 Days 4730 ( 32.6 ) minimum 2780(19.0) 2470(17.0) 2470(17.0) (i) Blaine limits does not apply it Sum of C3S+4 75'C3A<=90 The data shown above is typical of the cement produced at Miami,FI and currently being shipped from this silo This Cement contains Limestone. Cemex hereby certifies that this cement meets or exceeds the chemical and physical specifications of: x ASTM C-150 for Type I and Type i low alkali x ASTM C-150 for Type ti and Type 11 low alkali x AASHTO M-85 for Type I and Type I low alkali WAS. x AASHTO M-85 for Type II and Type II low alkali Cemex is not responsible for the improper use or workmanship that may be associated with the use of this cement. W� Miami Quarry 87-049 U11an 12201 N.W.25th Street Miami,FL 33182 305-592-4100 Materials company Product Quality Summary Report Monthly Averages Period 12/01/2014- 12/31/2014 Plant 1115-Miami Quarry 87-M Product 104T 1187 153T 157T 189T 950T 950T 951T 24161#4 28641 SIB 52 28561 SIB 25291#57 28341#89 30581 30581 30451 FDOT(Code FDOT Code (Rice Rock) Stone FDOT Stone FDOT COMMERCIA CONCRETE ASPHALT 06)P1 52 Code 10 Code 17 L CONCRETE SCREENING SCREENING SCREENING FDOT Code FDOT Code 03 23 Specification Old targets #57 FLDOT 89 Commercial AASHTO M6 FLDOT Screenings Screenings 2'(50mm) 100.0 1 1/2'(37.5mm) 97A 100.0 1"(25mm) 32.0 99.9 3/4"(19mm) 5.6 1/2"(12.5mm) 100.0 35.9 100.0 3/8"(9.5mm) 3.0 97.1 99.0 97.1 100.0 100.0 100.0 #4(4.75mm) 37.5 48.2 2.6 37.5 99.1 100.0 100.0 #8(2.36mm) 5.6 8.6 2.0 5.6 85.9 85.2 85.2 #16(1.18mm) 1.9 2.6 1.9 66.2 5640 58.4 #30(0.6mm) 1.4 1.5 f61.2 • 39Q•• 80.0•• #50(0.3mm) 1.2 1.2 36'4 n%. ; 25.2'. #100(0.15mm) 1309•• 8.6 �• *86•*- 0900.. . :0000: #200(75um) 0. e. 0••••0 FM 5.55 6.99 5.55 2!44b• P t34• Q!8#t•• 4200(75um) 1.32 0.42 0.67 0.42 ";"; .1:04'; 'I'ff LA Abrasion(3,1000) 35 • • • 999999 9 9 LA Abrasion(13,500) 34.4 . . 9 9 .9.... 999... LA Abrasion(C,500) 34.1 34.1 • • • • • ,�9 090900 Absorption 4.47 4.47 00 0 ell o 9 3.30 00 SPGR(Dry,Gsb) 2.312 2.312 2.455 • 2.455 SPGR(SSD) 2.416 2.416 2.536 2.536 SPGR(Apparent,Gsa) 2.579 2.579 2.672 2.672 aggQC 01/02/2015 Vulcan Materials Company Page: 1 of 2 EUCON LR ! WATER REDUCING/SET RETARDING ADMIXTURE X."1411.41:19 Elio EUCON LR is a water reducing and retarding admixture for concrete. This versatile admixture will help you produce predictable concrete and provide the right amount of retardation when it is required. EUCON LR shows improved finishing characteristics when compared to untreated concrete. EUCON LR contains no added chlorides and will not promote corrosion of steel. • Flatwork concrete • Mass concrete • Architectural concrete • Bridge decks • General purpose ready mixed concrete • Hot weather concreting Plastic Concrete Hardened Concrete • Improves finishability • Increases compressive strength • Improves workability • Reduces permeability • Reduces water requirement • Improves finished appearance • Extends setting times • Reduces shrinkage • Increases durability • Non staining Perfomance Data •••• ••• •• r The following test results were achieved using typical ASTM C 494 mix desi•••*a irements 517 Ib%d3••• sr.s� y (307 kg/m3)cement content and similar(± 0.5)%air content. 000* ;• •••; r These results were obtained under laboratory conditions with materials and mix desigrv&meeting the specification)••• of ASTM C 494. Changes in materials and mix designs can affect the dosage respogse pf EU'QON,t q. ..... .. .. .. . ...... . . . . ...... Eum ut CwWaS:b: 0*Ip Q Eucon ut 6*TiM R.wlb(hr2 )•• • 700 792 ._. . IIRM�n.p gumbo IYOrMr� gumbo MIO 1701 /a/ tat S 1101 pf0 4W O 2W NM USW 2010 -. - 2210 z 2111 - x.21 Ov0 1.12 _. W $v 20W _. r0.1 now IAO G7 The Euclid Chemical Company ' 19218 Redwood Rd.•Cleveland,OH 44110 An Company Phone: [216]531-9222•Toll-free: [800]321-7628• Fax: [216]531-9596 www.euclidchemical.com W • 1 1 EUCON LR is packaged in bulk,275 gal (1041 L)totes,55 gal(208 L) drums,and 5 gal (18.9 L) pails. 1 year in original,unopened package. �MIX4112111FAH11 4FL10141M EUCON LR meets or exceeds the requirements of: • ASTM C 494,Type A and Type D • AASHTO M 194 • ANSI/NSF STD 61 registered EUCON LR is normally used at dosages of 3 to 10 oz per 100 lb (200 to 650 ml per 100 kg) of cementitious material, de-pending on the application. Higher dosages are acceptable with prior testing and confirmation of the desired performance with specific materials being used. EUCON LR should be added to the initial batch water of the concrete mixture.Do not dispense onto dry cement. • . , • 1 • • Care should be taken to maintain EUCON LR above freezing;however,freezing and subsequent thawing will not harm the material if thoroughly agitated.Never agitate with air or an air lance. .006 • Add to mix independent of other admixtures. 9 . 000000 0 0••. • In all cases,consult the Material Safety Data Sheet before use. •• • 000 • • 900.00 .. ••9.99 ,... .9.99. • 9 0.00•• 0000 0 .0000 019041 • •Y• 9•••9 •• •• •• 9 •••99• • • • • • • • • • 9999•• •••9•• • • • • • 6000 • • V) Rev.10.10 WARRANTY:The Euclid Chorrical Company CEudid')solely and expressly,warrants that its products shall be free from defects in memrfele and worlananship for one(1)year from the doe of purchase.unless auuwraed in writing by an offer of Euclid,no other representations or statements made by Euclid or its representatives,in writing or orally,shall after this warranty.EUCLID MAKES NO WARRANTIES,IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME If awry Euclid product leis to conform with this warranty,Euclid will replace the product at no cast to Buyer Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no dam for incidental or consequential damages.Any warranty claim must be made within one(1)year from the date of the claimed breadh.Euclid does not authorize anyone on Its behalf to make any written or oral statements which In any way alter EuclkFe installation inlonneffion or instructions in Its product literature or on its packaging labels.Any installation of Euclid products which fads to conform with such iron informadon or instructions shall void this wananly.Product demonstrations,d any.are done for illustrative purposes only and do not constitute a warranty or warranty aieraoon of arty kind.Buyer shad be solely responsible for determining the suitability of Euclid's products for the Buyers intended purposes. �. �" ,. � � . �m •, ,- ,. . ., .� �� ;� •„y� r �A •ll• � • • • •il• •ilii• • � • • •• • •t• • • • • • •llliY i• •••ll• • •illi• • • • •Illi• •ll• • • • • • • •llll• ill• • •illy • • t • • • • •• •• •• • illll• • • • • • • •lilt• •llil• .. � '• • • •llll• S •• • �” '!" :1. ��. {" .,,s �� ,���, . . � � 6 ' i W � S51 2vvrL Tr la4 �� 9/2✓sEiit/ eo } Z4G-'� FiMa�Jct. � iL+ w -no ! ^(�1t% Ti'Sl�Iy�J �C} NQ R t4 1ST I A </c , Ic12.�v ! �o J QE tsg o b 1 i (.qo / ) 2 / !- /G7 — k� loso L 'l!O IA J ods, . + .t - `� a / s /o o� – 1�----- 2, S o 6 FL �. a . l3 *c' u ------ - - 5 sa ► o-71 ,11, /. o 1 a z U 1 0 o,.L3 17 1 65 v) z - I, z 2 Q ya4o3 / 5 Ja 8 / Z 7 43�� _ 4-6.lsZ �S l 0- 4 t z 0 3 i ,t -o$ +opo l /7 _'7 z- 18 o t6•t7 o.r� db g. •• , —ARIMMES T&ASSOCIATES,INC. rr� b 6,4� - • V•v * • • U RVEYORS • _ .. ... .. v 73.x.5'• M . 361hSTREET ----_-__ .. ... 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