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REV-16-3021 1�016-302jI Ie' i w � RECEIVED Miami Shores Village Building Department NQV 03 2016 .�' g 10050 N.E.2nd Avenue Miami Shores Florida 33138 ' CU-ib. �\ Tel:(305)795-2204 Fax:(305)756-8972 LI INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit NoW-12 'IS— 3127 rBI IT APPLICATION Sub Permit No�� .U(6 ` 2) ING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [] CANCELLATION ❑ SHOP 1,, CONTRACTOR DRAWINGS JOB ADDRESS: I VG`'�S V IO f Q P� City: Miami Shores County: Miami Dade Zip: �� p Folio/Parcel#: I �7���j— �1 - OS(pO Is the Building Historically Designated:Yes NO a` Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): bom &7 1O."(A-WI Phone#:Xb 3f�y 0 6 M Address: Ci301 r's P)cw.�ho L City: State: zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:����tis �QUI Phone#: Address: 1� 1 S� IUN IAAR- City: LU Chu.i State: 'FLZip: 3 3 1 8 6 Qualifier Name: O + U�(Gi Phone#: n 1 �`,o -®6` -!fD State Certification or egistration#: �,��L I i7i G{ 1i Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Tr ew ❑ Repair/Replace ❑ Demolition r Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ 75 C CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i 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 Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this rJ—dayof OCAo Q,(- 20 1 & by �_dayof 00-01bQ-ir 20 +b by C�V–V�CW1p(-�4;) who is personally known to Q d 0 V 1 it(A" who is personally known to me or who has produced as me or who has produced a-iaoM "Ovn ,,\ as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sig Print: Print: ANA LUCIA al RA Sea I: Sea I: MY COMMISSION#FF 224104 ANA LUCIA SIERRA '' '*` MY COMMISSION d FF 224104 EXPIRES:April 23,2019 A: a EXPIRES:April 23,2019 Bonded Th.Notary Public Undomftrl Bonded ru Notary Public Underwriters APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) n - I DYNATECH ENGINEERING CORP. Geotechnical, Environmental, Testing Labs. 750 WEST 84 STREET PHONE: (305) 828-7499 HIALEAH, FL 33014 FAX: (305) 828-9598 E-Mail: Dynatech@Bellsouth.net •��••••• ^• L• ••��+ •+L+•+.++ I+-Aft l ZM Lb IZW1140 I Abnk;b-1-U5 I XUUF TESTING I INSPECTION SERVICES I DRILLING SERVICES �D E C 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. 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, SS Wissam aamani, P. E. SAA DYNATECH ENGINEERING CORP. � - `,��5 ,• �,10ElyScc '•, Florida Reg. No. 39584 Special Inspector No. 757 No.39584 ,2 •. Certificate of Authorization No.: CA 5491 - -o A® srArE of 412� ,� • � s ` �0RIDP_•-��• sZ L_ NGS 1 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(30S)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM t- E L n 7450 Griffin Road,#140 Davie,Fl.33314 • Tel:954-584-6115 Fax:954-551-2415 • E-mail:rcoletto(a�,soilprobe.net 1 rfdoe Eqng�, Iaeenang� T Tle�����hin,Co June 21, 2016 J.L.0 Enterprises,Inc. 3320 NW 69t" St. Miami, FL 33141 RE: Pile Installation Cerci ication 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 workmanship 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 ° Eng ?'ee inb Te5ti3ia, Inc. 1 eana P.E. eg. o 37334 Ccs City of Miami Shores,FL Client JJF Enc. Pile logs,Location sketch Engineering is the essence • • • • • • • • • • • ofscience and technology s 1.4" AUGER SAS T PI 11:00 INSTALLATION LOG Page I of 2 Theor. Pene Amount Pile Auger tration of Grout Actual Grout Grout ID Time (Feet) (CY) hump Strokes :amount(C`) Factor laps 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 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 1.6'1 70 10 10 3:41 25 1.00 45 1.58 1.58 70 Stop/Start 11:45 #6000 11 11 3:32 25 i.00 46 1.61 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 3;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 Miscellaneous Notes: PROJECT: Proposed Residence CITY: Miami, FL Steel Spec's: 695's with#3 ties @6" o/c and 1 #7 fill Logged By: MF length CONTRACTOR: 1JF Grout Spec's: 5000 Psi ADDRESS: 9301 1'd Bayshore Dr. Eng' eers S Load Bearing: 35 tons g4" AUGER CAS's' PILES DISTAL LATION JLOG Page 2 of 2 Theor. Pene Amount Pile Auger tration of Grout Actual Grout Grout ID Time (Feet) (Cl) Pump Strokes Amount(C') Factor Kips Notes: 06/7/16 1 33 3:04 25 1.00 46 1.61 1.6'1 70 Stop/Start 2:00 Adonel #935 2 34 4:10 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 j 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 Miscellaneous Notes: PROJECT: Proposed Residence CITY: Miami,FL Steel Spec's: 645's with#3 ties 06" o/c and 1 #7 full Logged By: AIF length CONTRACTOR: JJF Grout Spec's: 5000 Psi ADDRESS: 9301 N Bayshore Dr. E gineers S Load Bearing: 35 tons ........... • ',177tV T11 . ......... . ............. .... ...................... .............. .............. .......... .......... .. ..................... ................................ .............. .......... Ef I:P! AfO; 7.- -.L3 r f ........... I D - ---------- ............. ii ............ 77 ......................................... ........... ............... ...... ........... F R S F0FL10l. S L A 2. 17 ................. ............... iR a ... ...... ...... 4 C.N,T •^,ALL PI:'F P LA X �L SOILPROBE ENGINEERING AND TESTING JLU Enterprises Pile Location Sketch 7450 Griffin Road#140 9301 N Bayshore Dr. Davie,FL 33314 Tel. (954)584-6115 Miami Shores,FL Fax.(954)581-2415 t t r HUU111k I.HJ 1 riLL. * PIN PILES * Fax: 305-696-3908 * HELICAL PILES * CC#0213500298 J.L.U. Enterprises Inc. 3360 NW 69 Street,Miami,FL 33147 Submittal: 14" Diameter Auger cast pile, Reinforcing steel 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 ti below Rrade 35 tons. f Contractor: JJF 2 ft rebar embedment into GB r Top 24" of cage NO lioops Project: 9301 N.Bayshore dr. Miami Shores,Fl. #3-6" Square ties 6-#5 bars(27ft) w/Standard over lap 1-#7 center bar(27ft) Ties:#3 @ 6"on center. JLU Cage will be 24" longer than drill depth of 25 ft below grade. 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 RUMM FOR EASE OF MTMLAIM All reinforcing steel shall conform with latest ASTM A-615, FY=60 BUILDING RELATIONSHIPS FOR OVER 25 YEARS r CONCRE f 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 the responsibility of the project architect,engineer,and/or contractor to insure that the above designed mix parameters of compressive strength,water-to-cement-ratio,cement content,and air content are appropriate 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 Quality Assurance. The cementitious content in the design mixes is stated as a minimum. Adonel Concrete reserves the right to increase the quantity. Adonel Concrete also reserves the right to adjust the aggregate weights to maintain design volumes. Please request the testing laboratory to include Adonel Concrete in their distribution for all cylinder test reports for this project. Thank you for the opportunity of supplying your ready-mix needs. Sincerely, 24vt n n. 1/"P47 Xavier Vasquez Quality Control Manager Adonel Concrete 2101 NW I I e Avenue,Miami,Florida 33172 Dade(305)392-5419/Broward(954)434-1245/Fax(305)599-2827 BUILDING RELATIONSHIPS FOR OVER 25 YEARS --- .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/II 3.15 4.87 Camcem(GGBFS) 0 ASTM C-989/FDOT:929-1 &929-5 2.92 0.00 Total Cementitious 957 ----- — #57 Stone(SSD) 0 ASTM C-33(#57 Concrete Aggregate) 2.40 0.00 #89 Stone(SSD) 0 ASTM C-33(#89 Concrete Aggregate) 2.41 0.00 Screenings 2124 ASTM C-33(Concrete Sand) 2.53 13.45 Water 491 ASTM C-94(Ready-Mixed Concrete) — 7.87 Entrapped Air Max 3% ACI 318-11 — 0.81 Concrete Admixtures Admixture 1 95.70 Ozs/Yd3 Euclid Eucon LR Type A Admixture 2 Ozs/Yd3 Admixture 3 Ozs/Yd3 Concrete Desi n Properties Design Slum 7"11" F'c @ 28 Da (psi) 5000 Water Cement Ratio 0.51 Air Content% 3.0% Unit Weight lbsJcu.fL 132.29 Total Volume Cu.& 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: Xavier Vasquez Quality Control Manager 2102 NW 110th Avenue,Miami,Florida 33172 Dade(305)392-5416/Rmward(954)434-1245/F.9%(3051 599-7R27 Adonel Concrete Compressive Strength History Adonel Product Code: 500ACG Description: 5000psi Auger Cast Grout fc 28 day: 5000 Moving Avg.: 3 Sample Slump 7 Day 28 Day 2&Day 7/28 Date in Comp psi Comp si 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 0.68 08/24/13 10.25 4520 6180 6250 0.73 08/24/13 9.50 4790 6130 6260 0.78 08/24/13 10.25 4660 6250 6187 0.75 09/03/13 9.75 4780 6180 6187 0.77 09/06/13 8.50 4690 6230 6220 0.75 09/11/13 9.25 4790 6250 6220 0.77 09/11/13 8.75 4640 5800 6093 0.80 09/14/13 9.75 4650 6229 6093 0.75 09/18/13 9.50 4160 6000 6010 0.69 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 Miami Plant Miami, ZZIC=c-mc-x M137th Ave Miami,,FI 33182 Phone(305)229-2925 1 FAX(305)229-2944 CEMENT MILL TEST REPORT Cement Identified ss: AASHTO M85 TYPE 1/11;ASTM C150 TYPE 1111 Date:August 11, 2014 Plant: Cemex Miami Cement Location:Miami,FL Production period;July, 2014 Silos:21,23,25,31,32,33,35,41,42,43,44,45,52,53,54,55,58,65,66 AASHTO M45 ASTM C-150 STANDARD CHEMICAL REOUIRMENTS TEST RESULTS SPECIFICATIONS TYPE I TYPE 0 TYPE 0(MH) (ASTM 0114) Silicon Dioxide(S102)% 20.8 Minimum Aluminum Oxide(A1203)% 4.9 Maximum --- 6.0 6.0 Ferric Oxide(Fe203)% 3.7 Maximum 6.0 6.0 Calcium Oxide(CaO)% 64,3 .._- - Magnesium Oxide(MgO)% 1.0 Maximum 6,0 6.0 6.0 Sulfur Trioxide(SO3)% 2.8 Maximum 3.6 3.0 3.0 Loss on Ignition(LOI)% 1.75 Maximum 3 3 3 Insoluble Residue(IR)% 0.37 Maximum 0.75 0.75 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 C150 A2) 3.11 Maximum 5 5 5 CsCO3 In limestone%(2.274 x%CO2 LS) 90 Minimum 70 70 70 Trkalclum Silicate(C3S)% 58 -._ r Trkalclum Aluminate(C3A)% 7 Maximum - 6 8 Tetracak(um Alumiroferrlte(C4AF)% 11 ..-. (C3S+4.75 C3A) 90 Maximum 100 C4AF+2C3A or JC4AF+C2F % PHYSICAL REGUIRMENTS (ASTM C204)Blaine Fineness,cm2/9 3950 Minimum 2600 2600 2600 (ASTM C204)Blaine Fineness,om2/9 3950 Maximum 4300 (ASTM C191)Time of Setting(Vicat) Initial Set,minutes 120 Minimum 45 45 45 Final Set,minutes 225 Maximum 375 375 375 (ASTM C185)Air Content of Mortar% 8 Maximum 12 12 12 (ASTM C151)Autoclave Expansion% -0.03 Maximum 0.80 0.80 0.80 (ASTM 0186)7 day Heat of Hydration cal/9 75 Max.If specified (ASTM C109)Compressive Strength,psi(Mpa) 1 Day 2190 ( 15.1 ) w- _-.. -... 3 Days 3760 ( 25.9 ) Minimum 1740(12.0) 1450(10.0) 1450(10.0) 7 Days 4730 ( 32.6 ) Minimum 2760(19.0) 2470(17.0) 2470(17.0) (i) Blaine limits does not apply if 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 ASTM C-150 for Type 11 and Type II low alkali x AASHTO M-85 for Type I and Type I low alkali GL AASHTO M-85 for Type)1 and Type li low alkali _. r C.P x erello Assw Manager Cemex is not responsible for the improper use or workmanship that may be associated with the use of this cement. Miami Quarry 87-049 u1can 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 I I154NIami Quarry 87-M Product 104T 1187 153T 157T 189T 950T 950T 951T 24161#4 28641 S1B 52 28561S18 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 SpecMcation Old targets #57 FLDOT 89 Commercial AASHTO M6 FLOW 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 58.4 58.4 #30(0.6mm) 1.4 1.5 51.2 39.2 39.2 #50(0.3mm) 1.2 1.2 36.4 25.2 25.2 #100(0.15mm) 13.0 8.6 8.6 #200(75um) 0.88 FM 5.55 6.99 5.55 2.48 2.84 2.84 4200(75um) 1.32 0.42 0.67 0.42 1.03 1.03 LA Abrasion(3,1000) 35 LA Abrasion(B,500) 34A LA Abrasion(C,500) 34.1 34.1 Absorption 4.47 4.47 3.30 3.30 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 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 c The following test results were achieved using typical ASTM C 494 mix design requirements, 517 Ib/yd3 (307 kg/m3)cement content and similar(± 0.5)%air content. r These results were obtained under laboratory conditions with materials and mix designs meeting the specifications of ASTM C 494. Changes in materials and mix designs can affect the dosage response of EUCON LR. Eum LR Co11VN&I s Oats(PNl Eu=LR Sst Tins RncWtsMr=in) tOt- 1:12 -- - unala..o. gas wait �tit««a. a7uadeM aeo aM d� sss p W eta � 4301 1100 O 2W 311 Xx tow - 2210 NO z.2t 0O xoa M2 W Sy • O toy toq soy rao The Euclid Chemical Company 19218 Redwood Rd.•Cleveland,OH 44110 An FW Company �L Phone:[216]531-9222•Toll-free: [800]321-7628• Fax: [216]531-9596 www.eudidchemical.com 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. 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 Ib (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. • 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. • Add to mix independent of other admixtures. • In all cases,consult the Material Safety Data Sheet before use. Rev.10.10 WARRANTY:The Euclid Chremical Company('Eudld'solely and expresaly warrants that its products shell be free from defects in materials and worlananship for one(1)year from the date of purdmsa Unless authorized in writing by an officer of Euclid,no other representations or ststemerts made by Euclid or its representaWes,in waging or orally,shall alter 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 any Euclid product tab to conform with this warranty,Euclid will replace the product at no cost to Buyer.Replacement of any product shall be the sole and exclusive remedy available and buyer shelf have no claim for incidental or consequential damages.Any warranty claim must be made within one(1)yam from the date of the claimed breech.Euclid does not authorize anyone on Its behalf to make any written or oral statements which in any way after Euclkre installation iMoms tion or instnrctiona in Its product literature or on its padcagkrg labels.Any installiation of Euclid products which falls to conform with such Installation information or instructions shell void this warranty.Product demonstrations,if any,are done for Illustrative purposee only and do not constitute a warranty or w renty alteration of any kind Buyer Md be solely resporsible for determining the suitebilly of Euclid's products for the Buyer's intended purposes. gas;;- r P: " � z d,�i,.. oil, ;Fd Vi i tI z AW �. 0 001, op 000 00*0 4tr r Lumber design values are in accordance with ANSI/TPI 1 section 6.3 Nil These truss designs rely on lumber values established by others. MiTek® RE: 16A18- GENTILES SERVICES MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GENTILES SERVICES Project Name: Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: 9301 N. BAY SHORE City: MIAMI BEACH State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria 8r Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 175 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. •• • With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and.Ws index ftg4t• • conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rule. •.• •••••• Truss Name •••••• No. Seal# Date �••�•� +• 1 T9604424 M1 10/4/16 •• •• •• •• •• •w•••• ••w••e • • ••••• t • •••• •••• ••••• •••• •••• • • 00 • •••••• • •••••• ••Y••• • • • • • The truss drawing(s)referenced above have been prepared by MiTek � USA,Inc.under my direct supervision based on the parameters `���OPO.UIN. VF<<c provided by Fort Dallas Truss Co.,LLC. �,. G E N Truss Design Engineer's Name: Velez, Joaquin 68182 M_y license renewal date for the state of Florida is February 28,2017. IMPORTANT NOTE: The seal on these truss component designs is a certification S13 STATE OF :4 that the engineer named is licensed in the jurisdiction(s)identified and that the i O •. �(/ designs comply with ANSIlTPI 1. These designs are based upon parameters ,�i •'c( O R %9. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were iss .•• fien to MiTek. project only and was n t t kspecific en into account in the n included is for Ip epa ation of rs lereferen these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer MiTek Usk Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa Ft.33610 into the overall building design per ANSUTPI 1,Chapter 2. Date: October 4,2016 Velez,Joaquin 1 of 1 •Job Truss Truss Type Ory Ply GENTILES SERVICES Units:l T9604424 16A18 Mt MONO TRUSS 21 1 Eng:MC of rents o ti I FORT DALLAS TRUSS CO.LLC., MIAMI,FL. 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Oct 04 08:55:01 2016 Page 1 I D:KaxvbMEK9kTEEOpggfl5vzvUf3-iG87zVug2xgVKP6LfUtRwA65CdlHrVSPZcYWgEywrJ8 -3-M 1-6-0 3-M 1-6-0 (3)-0.131 x3.5" TOENAILS Scale 1:8.8 2.00 12 3 2 2.4 I 1 4 74= 6 1-6-0 1-6-0 Repair:Need to modify the overhang as shown. •••••• -Attach 2x8x3-0-0 SP No.2 scab(shaded)to(ONE)face of truss using(2 rows)of 10d(0.141"x3") • • • nails at 4°on center each row staggered. • • ••• • • •• •• •• •• •••••• •••••• • • ••••• Plate Offsets(X.Y)— [1:0-2-4.0-1-0].[2:0-4-12.0-3-3[ 964'. .... ••e••• • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud *000 PLATES •••UIP • • ••• • •••••• TCLL 30.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) 0.00 2-4 >999 360 • • MT20 •2441190 • • TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(TL) 0.00 2-4 >999 180 •• ••• • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a •••••• ••••:• BCDL 10.0 Code FBC2014/TPI2007 Matrix-S .• • :Weight:19lb • FT=O% •• •••••• LUMBER- BRACING- •••••• TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=663/0-8-0,4=226/Mechanical Max Horz 2=85(LC 6) Max Uplift 2=-664(LC 6),4=-226(LC 1) Max Grav 2=663(LC 1),4=250(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=9.Opsf;BCDL=6.Opsf,h=10ft,Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(it=lb) 2=664,4=226. 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. AWARNING-Verify design parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312016 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall i•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Mexandria,VA 22314. Tampa,FL 36610 ... . . . ... . . Symbols Number`Mh:Sy�... .tVFq ® General Safety Notes ... . PLATE LOCATION AND ORIENTATION • : . ' . . . " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury •• • Dimensions are in ft-in-sixteenths. • •, ;'• *00 :• :• Apply plates to both sides of truss •• • • • • • • • • 1. Additional stability bracing for truss system,e.g. •TOPEMORDS. and fully embed teeth. 1 i . 2 i • : i .3 * diagonal or X-bracing,is always required. See BCSI. . •.• .•. �� c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0- 16 4 wide truss spacing,individual lateral braces themselves 0 •• •WEBS • c� may require bracing,or alternative Tor I tY ,y • • • • • • w • 0 bracing should be considered. ' • • • • of O • • •�� ••• O 3. Never exceed the design loading shown and never EL • ' •' ; s�° U stack materials on inadequately braced trusses. EL 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-e c6-7 c5 designer,erection supervisor,property owner and plates 0- 'lid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20120 NUMBERS/LETTERS. software or upon request 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design, if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at .spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings Occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _8 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek � is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 DIVISION OF Environmental Health A `O Florida Health � Miami-Dade County T%z *10 OSTDS[Well Division 11805 SW 26th Street•Miami,FL 33175 Date Inspector J :Y +' �, �as< j�✓ OSTDS# 4F A!Z �Y Address X07 Comments: Signature LEW7RAL Fumigation Department Inc. Notice of Preventative Treatment for Termites (As required by Florida Building code(FBC)104.2.6) 9301 N Bayshore Dr, Miami Shores, FL 33138 Address of Treatment or Lot/block of Treatment 03/15/2017 9:00 AM ALBERTO GOMEZ Date Time Applicator Premise 75 Imidacloprid 50 GAL Product used Chemical used(Active Ingredient) Number of gallons applied 0.1 500 Sq. Ft. Percent Concentration Area Treated(square feet) Lineal Feet treated Stage of treatment(horizontal, vertical), adjoining slab, retreat of disturbed area) As per 104.2.6-if soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this lane 03/15/2017 CENTRAL FUMIGATION DEPARTMENT INC. 10508 SW 185 TERRACE MIAMI, FL 33157 1 � CENTRAL �y Fumigation Department Inc. PROPERTY ADDRESS: 9301 N BAYSHORE DR, MIAMI SHORES, FL 33138 "THIS BUILDING HAS RECEIVED A PARTIAL TREATMENT, OF A 500 SQ. FT AREA, FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CENTRAL Fumigation Department Inc_ Notice of Preventative Treatment for Termites (As required by Florida Building code TBQ 104.2.6) 9301 N Bayshore Dr, Miami, Shores, FL 33138 Address of Treatment or Lot/block of Treatment 07/22/2016 9:00 AM Alberto Gomez Date Time Applicator Premise 75 lmidacloprid 50 Gal Product used Chemical used(Active Ingredient) Number of gallons applied 0.1 500 Sq.Ft. Percent Concentration Area Treated(square feet) Lineal Feet treated Stage of treatment(horizontal, vertical) adjoining slab,retreat of disturbed area) As per 104.2.6-if soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this lane 6/22/2016 CENTRAL FUMIGATION DEPARTMENT INC. 20319 SW 86TH COURT MIAMI, FL 33189 AV — - ,XResidential EJ Commercial FUME TEK CORP Wood Destroying Organism Treatment Agreement TENT FUMIGATION / FuMIGACION DE CARPA Inspection Date: j 305 - 440 - 61 8 8 Initial Treatment Date: 6305 SW 22 CT MIRAMAR FL 33023 Treatment Notice Location: EMAIL: Electric Box Hot Water Heater FUMETEKCORP@GMAIL.COM Other (Specify) THIS AGREEMENT IS MADE BETWEEN FUME TEK CORP AND THE BUYER, AS FOLLOWS Customer Name: Email Adress: Service Address: t Billing Address:Service Phone: Billing Phone: > Building Type E] Multi Family Residence Other Specify Linear Ft. Cubic Ft Square Ft. Single Family Home I❑ Detached Garage f,.Slab ED Crawl Wood Destroying Organism (WDO): Treatment based on our inspection revealed RE-TREATMENT (check one column per program) Proposed Service Service(s)Chosen ONLY GUARANTEE Treatment will cover those WDO types Enter Amount by the buyer specified and paid for by the buyer: Active Evidence of preventive Infestation Infestation x Subterranean Termite only: $ $ Buyer Initial Include Formosan Termite Subterranean Termite only: NO GUARANTEE Exclude Formosan Temite $ $ NO TENT Drywood Termite Liquid Only $ $ x Tent Fumigation Treatment Buyer Initial [x D ood Termite El Borers $ $ �� > Cost of Initial Treatment $ Payment Terms Method Of Payment > Additional Renewal Fee Pre Prepaid Bill: My Credit Card ❑ MC ❑ VISA ❑ AMEX ❑ DISCOVER yrs @$ Card # Other Charges $ Sales Taxes(if Applicable) $ Exp Date Total Price $ Less Down Payment $ Signature There is no re-treatment guarantee until initial and renewal payments are made according Balance Due Upon Completion $ to term.Returned checks.There will be a$30.00 FEE for returned Checks The graph date denotes the structures covered under this agreement and is part of this contract . > Re-Treatment Guarantee Only This service agreement provides for re-treatment of the structure only including but not limited to treatment for prevention. This service agreement guarantee does not provide for repairs or damages which includes any damages that where found to exist prior to,during and or after the service agreement is in force. Fume Tek Corp will inspect the property every year on or around the anniversary date of the service agreement, only if the agreement is in force and valid, and the customer has paid the renewal fee, or at any time that the customer requests such re-inspection as long as the agreement is in force and valid, only when live infestation found on the covered premises under this guarantee will fume Tek corp. retreat structures . By accepting this agreement as a retreat only guarantee the buyer expressly waives any and all claims for damages to the property, the structures and the contents thereof, and releases Fume Tek Corp. and its employees from any all liability from such claims and damages. This service agreement carries an initial term of one year, and it is renewable every year by the buyer choosing to pay the yearly renewal fee. > No-Guarantee If marked on the front of this agreement,or if no choice is marked as the type of guarantee,this agreement provides no guarantee for the services provided.You agree to waive all claims or remedies against Fume Tek Corp for treatment or repair damages to the structures or their contents. You expressly agree to limit your remedy to the purchase price for these service. > Guarantee Renewal Option If the treatment(s)specified by the buyer includes either a re-treatment only,payment for the initial treatment(s) includes a one(1) year guarantee as specified above.At the buyer's option the protection guarantee may be renewed annually. > The Renewal Fee for Guarantee Renewal Will Be$ �1f�C� per year for Treatment Guarantee Only. The first renewal payment will be due before end of I I 0 - (month/year).Failure to timely pay the renewal fee will excuse Fume Tek Corp from the perfomance under the contract and guarantee.Fume Tek Corp.may reinstate the guarantee and allow renewal in its sole discretion,and after a satisfactory inspection of the premises.After two(2)renewal fees they may be modified by Fume Tek Corp.Fume Tek Corp will inspect the property annually upon the request of the owner of the property while either guarantee renewal option is in effect. For your annual inspection please contact Fume Tek Corp. > Additions,Alterations If during the guarantee period the buyer takes any actions which affect the treated structure(s) by creating new insect Hazards or interference with chemical protective barrier(including,but not limited to:addition,alterations,structural modifications soil addition to the base of the foundation).Fume Tek Corp may terminate this agreement unless Fume Tek Corp receives prior written notification of the alteration from buyer,re-inspects the structure(s),contracts for additional treatment as needed and/or adjusts the guarantee renewal. � > Buyers Right to Cancel Buyers right to cancel:if this is a home solicitation sale,and-if you do do n" of want the goods or service,you may cancel that you do not want the goods or service and must be delivered or postmarked before midnight of the third business day after.you-"sign this agreement.If you cancel this agreement, the seller may not keep all or part of anycash down payment.Fume_TekCorp.will deliver service after the three(3)day peri;unless,requested to be sooner by you,in which case you waive the buyer's right to cancel. > It Is important?That you read the entire agreement before sig°nin'g F�umeke k CBD. Authorized Buver(sl/Aaent(s) Transaction Date FUME TEK CORP / � , J 'TEN /T umiGATION / FumIGACION DE CARPA �(' * ` "tel OWNER OR AGENT ` DATE 305-440-61 8 8 6305 SW 22 CT MIRAMAR FL 33023 ADDRESS EMAIL: �-- FUMETEKCORP@GMAIL.COM Occupants Fumigation, ,! ! Notice of Company Liability , Contingent D ,, -."INSPECTOR EMERGENCY PHONE# CONTACT# > We assume no liability for occupants failure to follow these procedures note:chloropicrin will used as a"warning agent"as required by law.Copies of the products label and material safety data sheets arc available upon request. > Owner's(occupant's)responsibilities prior to the fumigation: General: Provide keys to our inspector prior to the fumigation.The fumigator must have in their possession any key(s)necessary to gain immediate access to all areas of all structures 11 during the fumigation period.Outside doors will be locked and secondary locks applied before the fumigation period commences. tl Remove all persons,domestic animals,pets and desirable growing plants 6T K• Mattresses Bean bags and pillows completely enveloped in waterproof covers,(except waterbeds)must be removed from the structures,or covers such as for baby cribs and sickrooms. 3 ' ' Remove all food,feed,drugs(including tobacco products),and medicinals(including those items in refrigerators and freezers)not in plastic,glass or metal bottles,cans orjars with the original manufacturer's airtight seal intact). Extinguish all Flames,including pilot lights of water heaters,gas refrigerators,ranges,ovens broilers,etc.Fume Tek Corp.is NOT responsible for re-lighting pilot lights.Arrange with the Gas Company for gas to be shut off at the meter prior to our arrival and turned on again after the fumigation operation.Gas companies do not permit us to do this for you. ( t� Turn Off or unplug all electrical heating elements such as those in heaters,pianos,organs,etc.Shut off all air conditioning,automatic switch controls for appliances,sprinkles, ,.y and lighting systems.We must have access to electricity for our own use fans to circulate the fumigant. Shut Off automatic switch controls for appliances and lighting systems which will be included in the space to be fumigated. (ri Unlock and Open all internal doors,internal openings to attics,storage chests,cabinets,drawers,closets,and appliances(such as washers,dryers,microwave or /ice conventional ovens etc.) L S i,Jti. Lower all mechanical awnings. ( 1 Remove desirable plants that are less 18 inches from the foundation.Trim shrubbery,plants and tree branches so that growth is no closer than 18 inches from the exterior of the structure. Mulch and Stone must be raked back 18 inches front the foundation. 1`121 /r(1 Wet the Soil adjacent to the foundation to a depth of approximately one foot and a distance of approximately two feet from the structures.This should be done between 12 and / 24 hours prior to the fumigation. Electricity and water must be available at the fumigation site. t Attached Fences must be detached by the owner/agent. tA Antenna and Satellite Dishes must be removed by the owner/agent. A Screens that are attached at the roof-line(such as pool and pation screened areas)must be pulled back 18"by owner. > Seals: In the event that it is necessary to seal all or part or the structure,we will not he responsible for stains or mastic left by tape. If tack strips are used, we will not be responsible for responsible for repairing nail holes left by the process. > Definition: Contingent damage that may occur during the fumigation operation but which is not caused by our application of fumigant to the structure and the subsequent process of ventilation.The fumigation operation includes all details from the time we arrive,until we declare the structures safe for re-occupancy. >/j EGeneral: Tile,Asphalt,Wood Shake,Rock,or Gravel Roofing,Chimneys,Aluminum roofs and facia.Men carrying heavy tarpaulins must walk upon roofing.The tarpaulins must be drawn across the roofing when covering and uncovering the structure.Although our men are trained,experienced,and cautious in this procedure,cracking and/or loosening of some shingles and brick will be unavoidable;rock and gravel will be disturbed,some falling to the ground.Aluminum roofs and fascia may be bent.We do not inspect the roof prior to and again after our work to determine whether we caused damage or if it existed previously.Therefore,we are not liable for the contingency of roof damage of any type. SL:1�Plant life to near.Overhanging or inside the Structure.Direct exposure to fumigants will destroy plant life.Turf or planting that are nearer than 12'to the structure,or that overhang it, �{} or planted under the cave may interfere with,or be adversely affected by the tenting procedure.Therefore we are not liable for any contingent damage for plant life. Appended Exterior Lighting, Electrical Signs,Skylights,Satellite Dishes,Solar panels and security cameras.If attached to the structure,will need to be covered,possibly causing damage.Therefore we are not liable for any contingent damage. Ire Screened and Aluminum Enclosures.Patio and/or pool screened and aluminum or metal roof enclosures will support neither the weight of the men drawing tarpaulin over the structure nor the weight of the tarpaulin itself.We may seal off such enclosures rather than cover them requiring some side and top screen panels to be removed.It is the homeowner's responsibility for the removal and replacement of designated-screened panels to be removed prior to the day of fumigation.We are not liable for any contingent /^f y damages or replacement costs of screening. �( Fabric,Wood,Metal Awnings,and Gutter Systems.These items will not support the weight of tarpaulins.Many awnings have not been lowered in a long time and the hardware is corroded and may break when lowered.It is the homeowner's responsibility to lower such awnings prior to fumigation.If this has not been done.We can lower them,however; we cannot be liable for contingent damages.Gutter systems extend beyond the roof and are not designed to withstand the stress of the tenting process and may be bent.Therefore, we cannot be liable for contingent damages. Antennas,Weather Vanes,Fences,lighting rods or any item attached to the structure.Must be removed or detached from the structure by the homeowner prior to the fumigation.Please hire a professional or original installer.If Fume Tek Corp.removes,we will not be held responsible to re-attach them and we are not liable for any contingent damage. This Contract is with Fume Tek Corp.the performance of this contract may be assigned to another license. Other (specify:sealing tape on painted surfaces,sheds) > Acts of God: Certain circumstances beyond our control can affect our ability to complete or commence the fumigation operation on the date specified.Heavy rains,high velocity winds,temperature below 60*F civil disturbances or acts of war may cause us to delay or postpone a specific job.As much as these circumstances cannot be anticipated by us and are beyond our control,Fume Tek Corp.is not liable for any costs that the owner may incur as a result of our necessary delay or postponement of work,this includes fees for lodging or kennels. > General Information: The law requires the structure(s)to be locked during the fumigation period.The Law Requires that you provide the fumigator with necessary keys to gain access to the structure.(As per DAC chapter 5E-14,108 paragraph 5.)Under no circumstances can anyone enter the structure(s)during the fumigation process.Due to the gaseous nature of the fumigants,the material rapidly dissipates from the structure(s)during the aeration process.The fumigatorin charge will post a Notice of Safe Re-entry to the door(s)of the structure(s),when aeration is complete,and the Security Locks have been removed.At this time,the structure(s) can be re-occupied.The fumigator will make arrangements to return your keys after the notice is posted. Secondary or Security Locks must be used.This is the Law.Please Do not attempt to remove the locks.The fumigator will remove the locks after the final clearance of the structure. The company will not be responsible for damage if the locks are tampered with. CAUTION: READ THE FOLLOWING CAREFULLY BEFORE SIGNING THIS NOTICE Fume Tek Corp and the Fumigation Contractor will not be responsible for any damage due to the fumigation procedures. The fumigation process requires the crew members to work on the roof of the structure(s).Due to the type,age or other conditions of the roof,tiles,gutters,metal awnings,solar heaters,chimneys or other structures as well as the nature of the work being performed,damage may occur.Therefore,the undersigned hereby releases Fume Tek Corp from the liability from such damage.Mobile Homes and Metal Roofs are subject to the same above conditions regarding roof area.Fume Tek Corp.from the liability from such damage.Mobile Homes and Metal Roofs are subject to the same above conditions regarding roof area.Fume Tek Corp.and the Fumigation Contractor will not be responsible for any damage to Mobile Home or Metal Roofs. We will not be responsible for any loss due to vandalism,theft or acts of third parties.Owner agent may post guard at the property at his/her discretion. To avoid possible misunderstanding we recommend that all valuables such as jewelry,cash,and objects of art or any other valuable items be removed from the property.We will not be held responsible from any such claims. I understand there may be an additional charge of$275.00 if preparations are not completed upon the arrival of the fumigation crew.I further understand the work may { f be postponed until 1 complete the necessary preparations,or cancelled at FTC option..--�+` _ 2ol� `-� Customer Signature and Date t DRAINAGE REPORT FOR KURLANDSKI RESIDENCE 9301 N. BAYSHORE DRIVE Prepared by: JJERRA CIVIL ENGINEERING Florida Certificate of Authorization No: 27209 4011 West Flagler Street, Ste 404 Miami, Florida 33126 March 1, 2016 Table of Contents • EXECUTIVE SUMMARY • PROJECT DETAILED INFORMATION DESCRIPTION • SOIL STORAGE CAPACITY CALCULATIONS °°a```'"MA • TOTAL VOLUME OF RUNOFF GENERATED •.•• • •• y��ON` • RETENTION VOLUME PROVIDED IN SWALES 10 . "a; p DRAINAGE MAP xall O�' t - ..� �,o JON Cn N'.O g�� EXECUTIVE SUMMARY The proposed project consists of the remodeling and addition to the existing residence. Because this is an existing site, we are proposing to create three new retention areas that are capable to retain the entire runoff volume that is generated by a one inch intensity storm. The calculations follow the methodology recommended by the SFWMD in their publication "Management and Storage of Surface Waters, Permit Information Manual, Volume 4. When using this methodology, we first calculate the site soil storage capacity, then we calculate the volume of runoff generated by the storm. Next we size the retention areas to provided a total volume that is bigger than the runoff generated by the storm. By doing this, we can show that we will contain on site, and within the retention areas,the entire runoff volume generated during the storm. JERRA CIVIL ENGINEERING Date: 3/1/2016 Document: Residential Drainage Calculation Project Manager: Project Name: 9301 North Bayshore Drive Summary Definitions Project Comments Information One inch 1" of rainfall 1.00 S Soil storage capacity in A Site total area(sf) 13,932 Pery Pervious area-grass, ravel...- sf Imp Impervious area-roof,pavement,walkways,decks R Run off depth in V Volume of runoff cubic feet WE Compacted water storage in AEPA Average elevation of Pervious Areas ft 4.50 HGWE High ground water elevation ft 1.67 DW Distance between Avg Elevation of Pervious Areas and the 2.83 AEPA-HGWE=Depth to lHigh Ground Water Elevation Water table-DW Project detailed information: Impervious areas Description Pervious areas Description IMP-1 6,769 bldg,driveway& Per-1 6,423 green area(Average) decks(Average) Imp_2 Per-2 740 pool areas Imp_3 Per—3 Im 4 Per 4 Tot Im = 6769 Tot Per= 7163 Soil Storaae Capacity Calculations(S) Depth to WE Compacted Water Table Water Storage(in) 1 0.45 S= Pervious Area *WE 2 1.88 Site Total Area 3 4.95 4 8.18 S= 7,163 4.43 13,932 WE= 4.43 5= 2.28 Runoff Depth Calculation(R) R= (I-0.2*S)^*2 R= 0.11 �in (I+0.8*S) Volumen of Runoff(V) NOTE:The volume of runoff generated during a 1-inch intensity storm(V)must be contained within the property boundaries V= A* R/12 V= 122 Cubic feet Volumen of retention provided NOTE:The retention volumen provided must be larger than retention volumen generated.Retention volumen provided on swales,retentions areas,drains within property,etc. Volumen of swales Retention Al(Ft-2) Ao Ft^2 A average(Ft) h(ft) Volumen(Ft^3 1 117 57 87.00 0.5 44 2 687 207 226.00 0.5 113 3 244 108 176.00 0.5 88 0.00 0 Total 245 Volumen of runoff Volumen of Retention Conclusion Volume provided the by retention areas(cf)= 245 Volume of runoff(cf)= 122 The volume provided in the retention areas(245 cf) is bigger than the runoff volume generated by ' the 1 inch intensity storm (122 cf).Therefore the entire runoff volume will be contained within the property. DRA NAGE MAP TOTAL IMPERVIOUS AREA 6,769 SF 13,932 SF TOTAL SITE AREA #1 Ret Area = 117 sf #2 Ret Area = 687 sf Area = 57 sf Area 207 sf HOUSE AREA 4,149 sf PAved Areas = 971 sf ® „ g n w a J PEBBLE AREA 154 SF a #3 Ret Area = 244 sf Area = 108 sf TOTAL PERVIOUS AREA 7,163 SF