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BPP-17-1658rL_ .1. a� c-t 7.1 • Jo vp -K0 -I 00 71. Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. BPP-6-17-1658 Permit Type: Pools/Whirlpools/Hot Tubs Mt I Wore Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Da7/12/2017 Expiration: 01/08/2018 Applicant 9879 NE 13 Avenue Miami Shores, FL 1132050090490 Block: Lot: JACQUELINE BARRANTES Owner Information Address Phone Cell JACQUELINE BARRANTES 9879 NE 13 Avenue MIAMI SHORES FL 33138- (917)698-2863 9879 NE 13 Avenue MIAMI SHORES FL 33138- Contractor(s) ESSIG POOLS INC Phone 305-949-0000 CeII Phone Valuation: Total Sq Feet: $ 30,000.00 368 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: Swimming Pool Additional Info: Classification: Residential Occupancy: Private Bond Return : Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $13.50 $13.50 $6.00 $900.00 $9.00 $24.00 $984.00 Pay Date Pay Type Amt Paid Amt Due Invoice # BPP-6-17-64400 06/26/2017 Check #: 301618 $ 50.00 $ 934.00 07/12/2017 Check #: 301652 $ 934.00 $ 0.00 Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel Review Planning Review Building Review Plumbing Review Electrical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations • pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WI; OWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: construction and zoni ce that :II the .regoing ,tf�.rmation is accurate and that all work will be done in compliance with all applicable laws regulating aut ! ize the -named contractor to do the work stated. July 12, 2017 AuthorizeSign. ure: Owner / Applicant / Contractor / Agent Date Building 1 - partm - nt Copy July 12, 2017 1 • . . . . . . •.. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL... . • • . • .. . ••••. •. • • • • • •• • • • • •• . • • • • • • • • • • . . ••• . .• • .. • • Phone: (305)795-2204 Fax: (305)756-19'2: . . ••'• nspection Number: INSP-305388 permit Number:- BPP 6-17-1658 Permit iypFiF;oiliiiV TrIpopls/Hot Tubs Inspection Date: May 30, 2018 Inspector: Kendall, Travis Owner: BARRANTES, JACQUELINE Job Address: 9879 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: ESSIG POOLS INC • Inspection Type Survey Final Work Classification: Addition/Alteration Phone Number (917)698-2863 Parcel Number 1132050090490 Phone: 305-949-0000 Building Department Comments NEW SWIMMING POOL TO REPLACE BPP16-1170 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 30, 2018 Page 1 of 1 . • ••• • • • .•• •• •• • • • •• •• • ob Cr) V ) r 0 z 0 CO U_ 0 U W CO r7 O J II LLJ J 0 Ln H Fnd. - Nail 0- -)• rn Edge of Water BISCAYNE BAY NO°13'18"Ecbb 93.49'(M&R) ° F.I.P. 1/2" (no cap) M-Ln.• /oodenNo dD�•of /Deck j • • aster •�• 14.5'/, 12.0 • 3.4 Conc. Seawall • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • •• •.• • 0.2'cl / 3' C.B.S Wall all 0 0 0- I r7 m 0_ 50.00'(M&R) 0 03 co oo r` N r• 1.2' t 30.4' 3.0' 15.03' 0% 14.25' 15.8' J O 0 a_ 15.8' 1.2' NI' Tiled Nit/Steps 26.5' 23.2 3.0' Lot 4, Blk 4 O Wooden") [Deck C.B.S. Wall O ") Wooden Steps 6.5' / /. 14.75o CO A/C Pad Elev.8.00�� 5'.4.0' (4'x4') 0 0.2'cl 10 N N 38' /////j 6.4' Wooden/�' %iii� Pool Equipment (3.3'x6.6') O Garage • Elev.5.01 25.35' 32.13 1 STY CBS RESIDENCE No. 9879 F.F.Elev. 8.00 24.95' Conc. co Fnd. Rebar• 8. --O-H O 0 Er) 3.5' Conc. • • •. o , ,Driveway; . ° 1n•. d.. 19.8'; .N a ° ❑ H -❑-He M 3' r` 25.7' .d 3' 5 18.20' 0 Ln 12.5' \Ln \Conc Clean Steps Out 0 o 5.3' 8.5' Plastic Lids 19.10' F�1d. Nail •: 6 •.� • �.3as:•• :•' ••• •s i•Q2i �a�ll• i• ••• +r • • • • • • • •• / !.24,c1 • • • 3' C.B.S. 14.16' Wall / / 0 Wooden Steps 4' / o � A/C Pad Elev.8.35 : (3.7'x4') . } r-) (0 0 0 0 Ln CO LLJ N 0 0) ao In 0.3'cl 0 00 • • ♦ • • 2.5' C.BI:S. Colunm TYP. 0 (1.7'x2.0') 4.26' S1 In L r C.B.S. 7.1 N \S N Column TYP. N00°13'18"E 93.49'(M&R) Wfl- Fnd. Rebar O-H ❑ H 0 H ❑ H-0 H ❑ H-,c1P---- b P.P. 18.4' P/W r0 m co Plastic Lid Control Valve 22' Asphalt Pavement ................. 93.55'(M) DL; • 60' TOTAL 23.33' .-Fnd.• ....... 13th AVE. .:.Fnd. LEGAL DESCRIPTION: LOT 4, BLOCK 4, OF EARLETON SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SITE ADDRESS: JOB NUMBER: DATE OF SURVEY FOLIO NUMBER: 9879 N.E. 13th AVENUE, MIAMI SHORES, FL. 33138 13-1131 DEC. 6, 2013/OCT. 25, 2017/JAN. 09, 2018 (UPDATE) 11-3205-009-0490 PUBLIC R/W ▪ Q, w 00 w � ABREVIAllON OF ANY APPUED) w• AIR CC "'"'" PART •�_ P"xrr,. �,Tmi. COMER corn MY/ waem I • mown Loot AT E,ispuwnm OF TANCOICT P) - RECORDED SURVEYORS LEGEND OF ANY APPLIED) BOUNDARY LINE ® CATCH BASD! STRUCTURE(BIDG.) 0 MANHOLE CONCRETE BLOCK WAIL D.E. OVERHEAD ELECT. �- METAL FENCE S�' POWER POLE FENCEy -�- WOODEN FEy LBGJR POLE -�- CHAIN LINK FENCE IS HANDICAP SPACE ® WOOD DECK/DOD( 1‘,...zyJ ASPHALTED AREAS tS FIRE LIYURK? CONCRETE EASEMENT LINE Raa) BRICXS OR PAVERS OW WATER VKVE ROOFED AREAS tv TV-CABLEBOA lE- I WATER (EDGE OF WATER) WM WATER METER LOCATION MAP SCALE: NTS 00em0400000. SITE PHOTO JOB SPECIFIC SURVEYOR NOTES: Ci THE PROPERTY DESCRIBED ON THIS SURVEY DOES LIE WITHIN A SPECIAL HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN A FLOOD ZONE "VE/AE" OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-306L, WITH AN EFFECTIVE DATE OF SEPTEMBER 11, 2009. BASE FLOOD ELEVATION OF 11.00/ 10.00 FEET (NGVD) ® LAND AREA OF SUBJECT PROPERTY: 14,024 SF (+/-) C3 ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929, AS PER MIAMI-DADE COUNTY BENCH MARK No. 8-62, WITH AN ELEVATION OF 8.74 FEET ® BEARINGS SHOWN HEREON ARE BASED ON AN ASSUME MERIDIAN OF N 00°03'18"E., BEING THE RECORDED BEARING FOR THE CENTERLINE OF N.E. 13th AVE., AS SHOWN ON PLAT BOOK 43 AT PAGE 80 OF THE PUBLIC RECORD OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE CLIENT. SURVEY IS BASED ON RECORDED INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY OUR OFFICE. UNLESS OTHERWISE NOTED, AN EXAMINATION OF THE ABSTRACT OF TITLE WAS NOT DONE BY THE SIGNING SURVEYOR TO DETERMINE WHICH INSTRUMENTS, IF ANY ARE AFFECTING THE SUBJECT PROPERTY. THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM IT WAS CERTIFIED. PURSUANT TO RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE THE EXPECTED USE OF LAND IS SUBURBAN, THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATIONS OF CLOSED GEOMETRIC FIGURES WAS FOUND TO EXCEED THIS REQUIREMENT. THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS (a) BY THE IMPROVEMENTS OF THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR ALLEYS, OR (b) BY THE IMPROVEMENTS OF THE ADJOINING PROPERTIES, STREETS OR ALLEYS UPON THE SUBJECT PROPERTY OTHER THAN THOSE SHOWN ON THIS BOUNDARY SURVEY. THERE ARE NO VISIBLE EASEMENTS OR RIGHT-OF-WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OTHER THAN THOSE SHOWN ON THIS SURVEY. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE SHOWN GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. IN SOME CASES GRAPHIC REPRESENTATION HAVE BEEN EXAGERATED TO MORE CLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS SHALL HAVE PREFERENCE OVER GRAPHIC LOCATION. THE ELEVATIONS (IF ANY) OF WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF Yio FOOT FOR NATURAL GROUND SURFACES AND Soo FOOT FOR HARDSCAPE SURFACES, INCLUDING PAVEMENT, CURBS, SIDEWALKS AND OTHER MANMADE STRUCTURES. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT WWW.FEMA.COM. IF YOU ARE READING THIS BOUNDARY SURVEY IN AN ELECTRONIC FORMAT, THE INFORMATION CONTAINED ON THIS DOCUMENT IS ONLY VALID IF THIS DOCUMENT IS ELECTRONICALLY SIGNED AS SPECIFIED IN CHAPTER 53-17.062 (3) OF THE FLORIDA ADMINISTRATIVE CODE. IF THIS DOCUMENT IS IN PAPER FORMAT, IT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE PROFESSIONAL LAND SURVEYOR AND MAPPER OF RECORD. CERTIFIED TO: VILLAGE OF MIAMI SHORES VAZQUEZ AND ASSOCIATES OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ENCROACHMENTS AND OTHER POINTS OF INTEREST: -THERE ARE NO VISIBLE ENCROACHMENT OF THE SUBJECT PROPERTY -THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE VE (SEE NOTE 1) -THERE ARE NO PLATTED UTIL. EASEMENT ON THE SUBJECT PROPERTY I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF "BOUNDARY SURVEY"AND THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED IBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE "MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA" PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTED LAW, CHAPTER 472.027, OF THE FLORIDA STATUTES. American Services of Miami, Corp. Consulting Engineers . Planners . Surveyors 9370 S.W. 72nd Street, Suite A-102 Miami, Florida, 33173 LB 6683 PH: (305) 598-5101 FAX: (305) 598-8627 ASOMIAMI.COM VEYOR 771 DA DATE• JANUARY 10, 2018 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Address: BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING I MECHANICAL JOB ADDRESS: City: Folio/Parcei#: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 JUN 2 6 ?I117 5 FBC 201L( Master Permit No. 6PP- y-i ie' Sub Permit No. ROOFING ❑ REVISION PUBLIC WORKS U CHANGE OF CONTRACTOR 99-1 tNG 1� dvL Miami Shores County: 1\Oo-(cjcj0 Occupancy Type: Load: Construction Type: 2)ep EXTENSION RENEWAL CANCELLATION SHOP DRAWINGS Miami Dade Zip: 33 / 3 is the building i-iistoricaily Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): o.L ' l�- \; I\ �cc!`c'G.n�j'(-S Phone#: IG 1 2? - ZSao3 Address: /fri-9 V E-- City: IAAi Gut, k` Tenant/Lessee Name: Email: I3 A-U.c, State: vI Phone#: Zip: 33/ CONTRACTOR: Company Name: ESSIG POOLS, INC Address: 1800 NE 151 ST Phone#: 305-949-0000 City: NORTH MIAMI State: FL Qualifier Name: DANIEL ESSIG State Certification or Registration #: CPC052505 DESIGNER: Architect/Engineer: ke-wu0, ��I1Y:1 f S LI ti ' QC. L- h zip: 331625 Phone#: 305-949-0000 Certificate of Competency #: Phone#: 7-$-- —L3s—Ly3f City: {" li ,6tiu-t.t� State: r-"I Zip: 3 3/ Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: Alteration ❑ New 12/}A.1.4"1 Repair/Replace ❑ Demolition Ic�L� bpr ` _ \ H O Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ ` / (.3C) w CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (- 3 (- • Vv (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 a ppiicab I 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 The foregoing ins Signature OWN or AGENT CONGA • R ment was acknowledged before me this The foregoing instrument was acknowledged before me this I+ day of gyp"' ,20 1 , by 14' day of e1 1 ,20 I , by Q,✓[ ' , who is personally known to DANIEL ESSIG , who is personally known to me or who has produced as me or who has produced as identifica 'on and w did take an oath. NOTA•Y 'UBLI , NO PUB C: Sign: Print: Seal: identification and who did take an oath 1L4( *****************************1**'************************************************************************** APPROVED BY Kfr? Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk L.. 6. PFEIFFER ENGINEERING, INC. 9375 S.W. 77th AVENUE SUITE 1026 MIAMI, FLORIDA 33156 CONSTANT CALCULATIONS Concrete Strength = 3000 psi Steel Modulus = 29,000,000 psi Concrete Modulus, Ec = 3137190 psi v(allowable) = 2V—F1 Ec=57277 * F1^.5 n = Es/Ec k= n/(n+(Fs/Fc)) j = 1.00 - k/3 K = Fc*j*k/2 p = k*Fc/(2*Fs) p = k*Fc/(2*Fs) u = 3V—F1 Fc = 1350 psi n = 9.2 k = 0.384 j = 0.872 K = 226 p = 0.0130 u = 164 Fy = 60000 psi Fs = 20000 psi v(allow) = 110 psi POOL DATA Pool Depth = 5 feet Maximum Pile Spacing = 6 feet Minimum Pile Spacing = 5 feet 6 inches Critical Panel Area = 33 square feet Maximum Slab Cantilever = 2 feet 6 inches Drop Panel Area = 4 square feet Wall Thickness = 6 inches SLAB THICKNESS Slab Thickness, tl = 1.5 x t2 Slab Thickness t2(Drop Panel) = 0.375 x L x cube root of 2000/F1 tl = 2.952 t2 = 1.968 Residential Swimming Pool for Barrantes Residence 9879 N.W. 13 Avenue Miami Shores, Florida • • • • .. • • ..•. • • ...• • • .... .... • . . .• • • • • •••• • . • .. .• . . . Allow 3 inch cover to top and bottom steel in slab. Minimum Slab Thickness = 7.97 inches 8 Inch slab required Author utilizes a standard slab thickness of 10 inches unless it is required to be greater by calculations. Use 10 inch thick slab. Drop panel thickness shall not be less than 2 inches Try 6 inch thick panel PANEL LOAD AND WALL LOAD W=Wdx62.4+t2x150/12 Slab load = 468.2 pounds per square foot Panel load = Slab load x Panel area Panel Load = 15450.6 Wall Load = 2475.0 Deck Load = 0 •••• • •••• • • •••• • • • •. • • • • • • • • • • • • • • • Contributing Wall Load = (Depth of water x wall thickness x 150 #/sq. ft. x length) + any structural deck load Contributing Wall Load = 2475.0 pounds Total Panel Load = 17925.6 SHEAR CALCULATIONS Check shear at edges where slab and drop panel join: Area of whole panel = 33 square feet Area of drop panel = 4 square feet Area around drop panel = 29 square feet Load on slab only = 16052.8 pounds Assume a depth to steel of 7 v = V/jdb where b = 4 x 2 x 12 = 96 inches v = 13.42 psi < Allowable shear (110 psi) Shear at drop panel edge OKAY Check punching shear at pile Perimeter of helical plate = 48 inches Circumberence of failure = 12 + 12*tan(45/(360/(2*3.1416))) = 68.895315 Total Pile Load = 18600.6 pounds Shear at pile fracture = 34.4045103 psi Pile shear is okay MOMENT CALCULATIONS Mo = 0.09 x PI x L x F(1.00 - 2C/3L)squared Where L = length between piles f = factor not to be less than 1 C = Diameter of pile in feet and W = Panel load F = 1.15 - 14/12/L = 0.95555556 The author chooses not to apply any reduction factors in determining the maximum panel moment In addition, the author chooses not to determine moments in the minor direction. The major moments will be applied in it's place .... •• •. .... • . . .. . .... • . • .. • .... •• •..• . . .. .• • .. • . • . • . • .. . . • . • .• . . • • • • • • • • •• • Total Panel Moment = 0.09 x P1 x L x 1.15 = 9594.8226 Moments as per code shall be proportioned as follows: Maximum negative moment at 50 percent occuring in strip 1 Maximum positive moment at 20 percent occuring in strip 1 Maximum negative moment at 15 percent occuring in strip 2 Maximum positive moment at 15 percent occuring in strip 2 MOMENT DISTRIBUTION -MI = 0.50 x 9594.8226 = 4797.4113 ft.-lbs. +MI = 0.20 x 9594.8226 = 1918.96452 ft.-Ibs. -M2 = 0.15 x 9594.8226 = 1439.22339 ft.-lbs. +M2 = 0.15 x 9594.8226 = 1439.22339 ft.-Ibs. CALULATE STRIP WIDTHS Span 1 = 6 feet Span 2 = 5.5 feet Because the author chooses to use the critical dimensions and apply them in both directions, the minimum span shall be used. Strip 1 = Span 2 / 2 and Strip 2 = Span 2 / 4 STRIP 1 = 33 INCHES STRIP 2 = 16.5 INCHES CALCULATE STRIP STEEL AREA -As 1 = 0.472 INCHES +As1 = 0.189 INCHES -As2 = 0.141 INCHES +As2 = 0.141 INCHES BAR SPACING Provide #4 bars at 10 inches TOP Provide #4 bars at 10 inches BOTTOM Provide #4 bars at 10 inches TOP Provide #4 bars at 10 inches BOTTOM CANTILEVER SLAB CALCULATONS .... . • . •••• • . . .. • • • • •••• .... . .. • • . • .• • . • • • . . • • .. .. •••• . • • • • . • • • • •• ..• • ..•. • • • Maximum Cantilever Moment = 2597.50 foot-pounds #4 bars at 9 inches TOP Area of Steel Required = 0.255 inches Area Provided = 0.240 Provide #4 bars at 9 inches TOP UPLIFT CALCULATIONS Uplift Moment = (Water Displacement - Slab Weight) x Max. Pile Span (squared) / 8 Water Displacement = 343.2Pounds Slab Weight = 124.5 pounds Pile Span = 6 feet Uplift Moment = 11809.8 inch pounds �ol�,44 r�,oc. U/�L///T (3� 3 -/2/ 24/ Uplift steel required = 0.08 /sis �,G� „� / 2 = 6,d o Uplift steel provided = 0.26 WALL CALCULATIONS Backfill Moment = 0.5734 x 100 x (Wd cubed) Backfill Moment = 9540 inch -pounds Water Moment = 2 x 62.4 x (Wd cubed) Water Moment = 20764 inch -pounds p = 0.2867 x 1 x 100 p = 29 psf = 0.2867 x (Wall Height + 1) x 100 p` = 186.355 psf H= Wall Height *k+p"/2 H = 592 Pounds y = Wall Height * (I + 2(0)) / (3 * ((I)+ V)) y = 2.08 ft. Wall Moment = H x y x 12 Wall Moment = 14783 inch -pounds Live Moment = Wall Moment - Backfill Moment Live Moment = 5244 inch -pounds Ultimate Moment = 1.7 x Live Moment + 1.4 x Dead Moment Ultimate Moment = 1.7 x 5244 + 1.4 x 9540 Ultimate Moment = 22270 inch -pounds Wall Steel Area per foot = Ultimate Moment / (0.9 * Fy * (Wall thickness / 2)) Minimum Wall Steel Area per foot = 0.1374687 Use #3 bars at 9 inches (0.14666667 inches .... • • • • .•.• • .. • • • .••• • •• . . . • • •... • . . . i • • • • • • . • • ••.. . • ••• •• • • • • . . • • • • • • • • . • • • •• • • • •• • • • • •.• \Jliarni pores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa,c: (305) 755.8972 MKAM] SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE 115 I (We) have been retained by - �/�� 60170 � to pe orm special inspector services under the Florida Building Code at the ��%��/T� :��roject on the below listed structures as of (date). I am a re re a hi ec or pr•fessio a e •in er licensed in the State of Florida.. PROCESS NUMBERS: SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The fg owing/CLtj2 indivi al(s) employed by this firm or m re authorized represe tafues to perform inspection * I. a,it,/ �a 2. Qf7I-e y c1� LP 3, 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, 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. .. ... . • • Si d Sealed • Eng•eerlArc • t� Name (PRINT) Address 7' 6W/t9,-/-?/ • ... • . . •. • neVip. • .. • Created on 6/10/2009 000 • • • • 000 • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • .• •. • • • .. •. ••• • • • 000 • • ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fat: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W.13°i Avenue Pompano Beach, FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Jacqueline Barrantes 9879 N.E. 13th Avenue Miami Shores, Florida PREPARED FOR: Proposed Swimming Pool 9879 N.E. 13th Avenue Miami Shores, Florida PREPARED BY: Florida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781-6889 :;I;:; ••:;: OOOOOO • • •• .Ja pary 190 2015 • • • • • • • • • • • •• •••• • • • •• •• •• • • • •••• • •• • •• ••• •• • • • •• • • • • • • ••••• • . �, .� .• •• • •,V .- .. • • • .�f •• •• Qua& fl, dssnrance TABLE OF CONTENTS I.) DISCLAIMER II.) COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VII.) LIMITATIONS OF LIABILITY DISCLAIMER Our report findings are based on present onsite soil conditions encountered. It is imperative that you read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays and additional costs due to permitting agencies (Building Department, etc.) withholding a Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. .. ... . . . . . .. • Please schedule us at least 24 hours in advantl tbr:aO 6sis' *end' inspections. If you choose to use .. ... .. . . . .. another engineering firm for further testing and inspections, it is your responsibility to ensure that they provide you0 with the proper certificatioxin w$i ing,as outlined iri cus'raport. ... . . . . . .. . . . . . .• .. . . ... . . . . ... • • • • • • • • • • • ... • • • • • • • • • • . . . • .. .. • • • .. .. 4100 • • • 000 • • January 19, 2015 Jacqueline Barrantes 9879 N.E. 13th Avenue Miami Shores, Florida RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 9879 N.E. 13th Avenue Miami Shores, Florida ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 Job Order No.: 15-164 Dear Sir or Madam; Pursuant to your request, Florida Engineering & Testing, Inc., has completed a subsoil investigation on January 15, 2015, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the pool foundation preparation and design. One (1) SPT boring was performed according to ASTM D-1586 down to a depth of twenty-five feet (25') below existing ground level (BEGL) (see attached field sketch for locations). The following is a general condition for the subject site: Depth From To Soil Descriptions 0'0" - 2'0" Dark Brown Fine Sand with Some Limerock Fragments 2'0" - 6'0" Light Brown Sand and Limerock Fragments 6'0" - 8'0" Light Brown Fine Sand and Cemented Sand 8'0" - 10'0" Light Gray Sand and Shell Fragments 10'0" - 15'0" Light Gray Fine Sand with Some Shell Fragments 15'0" - 25'0" Light Gray Limestone with Some Sand Groundwater table elevation was measured immediately at the completion of the boring(s) and was found at a depth of four feet (4'0") BEGL. Fluctuation in water levels should be anticipated due to surface runoff, tidal influences, seasonal . variations, varying ground elevation, construction .... . .. dewatering and pumping activities in tir area.; 4iii c;.r. tract+•.or must familiarize themselves with site conditions in the event groundwater controls 3nl de�va4efi1 iS deeded. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall b e consulted for all work below the groundwater .. • • . • . level. .. ... •••• .. . . • . . . •. . • • •• . •. • • • •• • .• ••• • ••.• ••••••• • • • ,•` • • • • • • 6- • • • •• •• • • • •• • •• • • • •ra • •• •• Quality , AA' Jssnrance• Page 2 Jaiivary 19, 2015 Job Order No. 15-233 Jacqueline Barrantes - Proposed Swimming Pool 9879 N.E. 13th Avenue, Miami Shores, Florida: The boring log attached presents a detailed description of the soils encountered at the test location. The soil stratification shown on the boring log is based on the examination of the recovered soil samples and interpretation of the driller's field log. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Alternative I: Shallow Foundation System Based on our understanding of the proposed structure and the information obtained from our field boring log; we recommend the following procedures for shallow foundation preparation; however it should be noted that due to the pool proximity to the seawall some soil foundation erosion and subsequently some settlement may occur. 1) Locate, dewater, and excavate pool or spa area plus two feet (2') past the outer perimeter of the structure down to pool or spa bottom elevation. 2) All excavations shall maintain a minimum of 2 horizontal to 1 vertical (2:1) next to all foundations to prevent undermining of the existing foundations. If the required slope recommendations cannot be maintained, then shoring of the existing foundations may be required to prevent undermining. 3) Compact the excavated area with a heavy self-propelled vibratory roller to a minimum of 95% of the A.S.T.M. D-1557 modified proctor method. 4) Backfill to proper pool bottom elevation if needed using a clean granular material placed in lifts not to exceed twelve inches (12") in thickness and compacted as per item 3. 5) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layers should not exceed six inches (6") in thickness. 6) All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than ten percent fines passing a U.S. Standard No. 200 sieve (0.075mm). In order to ensure that the soils at the bottom of the pool are stabilized we recommend that a six-inch (6") layer of D.O.T. #57 stone to be placed at the bottom of the pool foundation. 7) Representative samples of the on -site and proposed fill material should be collected and tested to determine the classification and loixivelctibn:chA'acteristics. • •. • • • • ••• 8) Verify all densification procedures l33/'takiiig An dddgilAte number of field density tests in each layer of compacted material. This must be scheduled before steel placement. If steel is already in -place, it:nnust°be iigmoTed fromn.all areas to be tested prior to .. • ••• • • •••. performing densities. • .. . .... . •• • • .. • 9) All Geotechnical work shall be Rirloimeci unde : the : upervision of a Geotechnical Engineer • or his representative. • • • • • • • • • • • • • •• • • .. . • ..• .... . ••• . . ••• • • .• ... • • Page 3 January 19, 2015 Job Order No. 15-233 Jacqueline Barrantes - Proposed Swimming Pool 9879 N.E. 13th Avenue, Miami Shores, Florida: Provided the above foundation recommendations are achieved and verified; IT is our opinion that the proposed structure can be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verification of all the above foundation recommendations. Alternative II: Deep Foundation System Based on the information obtained from our field -boring log and pool proximity to the seawall; a deep foundation systems is a preferred foundation system in order to prevent any possible settlement caused by soil foundation erosion. Deep foundation systems shall consist of one of the following alternatives: ... _ r .. ..... . .. .. ... ... .. �. ,._,:._:..:.._:._:.-._::. rn tive . :z...= ....Pile' Foundation ".:....:. Foundat .. _.. .__. .. _. ., ._. :.... ..a ,. ( mate:.:;, - _ ,_:_;...: _ ,•-- a ,.,: D °' - - ., .Sze,,:, - - _ - - -- ,..n tAs Ilowallit: <,= : .- - v; - i � mpressro yam. _.All. �:b� • :.� � . �3 Tensio - __ - = `Lateral Ca ci -- --- ..P�_ - - -� Pin Piles To Refusal 3 Inches 5 Tons NIA N/A Helical Piles 18' - 20' BEGL 3 Inches 12 Tons 5 Tons N/A BEGL - Below Existing Ground Level Estimated Lateral Load for a Pile Top Deflection of of less than one (1) inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1 % times the diagonal dimensions of rectangular piles, but in no case less than thirty (30) inches. In the case of the pin or helical, a minimum of two (2) piles shall be driven to determine production pile length. Helical piles shall consist of Atlas, Chance, Ingal, or equivalent manufacturer. Helical pile final bearing capacity is determined in the field based on final achieved torque as per proprietary manufacturer specifications and shall be placed under the supervision of our geotechnical engineer to verify achieved bearing capacities. All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. A licensed pile contractor shall be consulted to determine actual pile depth and capacity. All work shall be in accordance with local building code and (if required) coastal zone construction requirements. All work shall be conducted by an experienced Florida Licet§edipOctitif Plitt Cdntractor. The grout used in the pile installation shall develop a minimum copnprassivg strgn o '4,000 PSI at 28 days. ..- ... .. • . . .. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration 1pvpla rhall Ipe rflphitorgl.tq Verify compliance with county regulations. Steps must be taken to prevg$t eloess}va vikationsi Ihe event excessive vibrations are experienced during construction, Alter -dative d?iving mtthodS shall be implemented (i.e.: predrilling, jetting, hydraulic push, etc.). ... . . . . ... . . • • • •• •• • • . • . • ... • • • • ..... •• .. • • .. .. • • • .. .. 000 • • . ... • . Page 4 January 19, 2015 Job Order No. 15-233 Jacqueline Barrantes - Proposed Swimming Pool 9879 N.E. 136 Avenue, Miami Shores, Florida: All slabs shall be designed as structural slabs spanning between supports and designed by a Florida Registered Structural Engineer and placed under the supervision of a Geotechnical Engineer to verify compliance with our recommendations. If applicable, provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test location; therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test hole. For a more accurate portrayal of subsurface conditions, the site contractor should perform test pits. The discovery of any site or subsurface conditions during construction which substantially deviate from the information in our subsoil investigation should be reported to us immediately for our evaluation. In accepting this report the client understands that all data from this soil boring report is intended for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. The site contractor must familiarize themselves with the job site conditions prior to bidding. As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and Regulations. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help any way we can. It has been a pleasure working with you and look forward to doing so in the near future. Reza Javidan, P.E. ...... .▪ • •nMda Engineering & Testing, Inc. ▪ • • Ffo�rjda Reg. No. 60223 . .. ••.• .. . • •C•ei tificate of Authorization No. 6923 • •.•• . •• • . •.• . •. •• •▪ .. . •. ••. •. •. •• .. . •. .• • .. •. . • .. . • .. • •. •• •. . •. • .. • •••• • • ••• • • • • •• • •• • • • • •• •• • • • • •• •••• • •• • • • • •• • ••• •• • • • • • ••• •• • • • • • • •• ••• • • SPT Test Boring Report Client: Jacqueline Barrantes Project: Proposed Swimming Pool Address: 9879 N.E. 13th Avenue Location: Hole No: B-1 Date: 1/15/15 Miami Shores, Florida See Attached Field Sketch Depth (Ft) Soil Descriptions Hammer Blows N Penetration "N" Value 10 20 30 40 — 0' - 2' Dark Brown Fine Sand with Some Limerock Fragments 6 7 7 8 14 — 2' - 6' Light Brown Fine Sand with Limerock Fragments and Cemented Sand 5 5 6 6 11 — — 6 6 6 7 12 6' - 8' Light Brown Fine Sand and Cemented Sand 7 8 7 6 15 — _ 8' - 10' Light Gray Sand and Shell Fragments 8 11 19 15 30 10 10' - 15' Light Gray Fine Sand with Some Shell Fragments -- -- -- -- A — — 7 9 13 18 32 _ — 15' - 25' Light Gray Limestone with Some Sand -- -- A — — 20 15 19 17 22 36 -- -- -- -- A _ 18 23 24 22 47 — .. ... f • . 30 - -- Water Level: • 4'0" • • . •.. •.•. • •• .•• .. . . • . •. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicationofitat r nts,:onclu ilo is or • • extracts from or regarding our repgi:s isreserved•pending our. • . . . . . .• written approval. • • •• ••• •.. • • • A = Auger Ref = Refusal • • • • • BEGL = Below Existing GroundLeirel • • . . 0 = Weight of Hammer • • • • • • • • • • •• • •• .•. ... • • . . • • . . • • • •. • ••. • • • . • • • • • •• •• Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Edo* of Water BISCAYNE BAY NO' 13'1 rE 93.49'(M3eR) FAY' I, • 3,.4. 3.0' y S,D' k n copy 0.3' East 4.r hbrtiL 3' C.OWal. j rv' 431 te7 r7 ri n. to Fnd_ Etch 4a33- 0 E; FRtI, Nail 1.'? o f;4rgje ri 6ev.5.01 ri ,3' Z ?t5« -'01 P19ncr 5' 13.1' 32,95' 1 STY CBS RESIDENCE No. 9879 F.F,EIe i. 7.93 .4 17,45 S1.60' Stanr Driveway 00'13'18" E 93.49'(M&c A.E. 18-4' Crowd Parkway 50.0' 22' Asphalt Povemen€ 03,551u) Q 15.1" N.E. 13th AVE. C.3,S, olunm rY?_ (2.x2') Fnd- traber irw,{u PP Nall VE 1 1.0 AE 10.0 ) GO` TOTAL I PLJ iUC Pie' •• •.• • • • • • •• • • •• . . . . • • • • • • • ▪ • • Field Sketch • •000 ▪ • • • Not to Scale •• • • • • • ' • ••. . 9879 N.E. 13th Avenue •. • • • • • • •• • • • .• • •. • • • ••• • • • Miami Shores, Florida 000 • • • • • • • • • •• •. •• •• • • •• • •• •• •••• •• •• •• • •• • • •• • •• • • • • • •• •• • • • •• •• ••• • • • ••• • • rrint'- Maps Yage 1 of 1 biilg Maps 9879 NE 13th Ave, Miami Shores, FL 33138 Proposed Swimming Pool 9879 N.E. 13th Avenue Miami Shores, Florida gOn the go? Use m.bing.com to find maps, directions, businesses, and more Bunche.ParI9 P- a Locka r 9 ? t I Biscayne Park Miami Sho.Q El Portal,112 f t NE 105th St NE 104th St r ,y NE 105th St NE 104th St NE 102nd St i NE 101st St NE 100th St NE 99th St NE 98th St f NE 97th St z 1 Q co bing NE 96th St a, w South Florida Light Tackle Q rr 7o 2 0 •• ••• • • • ••• NE95th Si ; .• ••; •.°4 • •• • • • • • • • . • • • • •• • • • . ••• • • • • • • •• NE 94th St • ••• • • • • • • •• • • Ni ?rd tt• • •; c J NE 104th St NE 103rd St KE 103rd St • • • • ••• •'• • . ••_•.• • • • •• • <e;_ ,e551 i)k e,=-c 11 brporaiwn fidi ,Nbkui ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.bing.com/maps/print.aspx?mkt=en-us&z=16&s=r&cp=25.866472,-80.171074... 1 / 19/2015 FLO A GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s) to be performed after building pad(s) are staked out. • 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 statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. • It is the client's responsibility to provide adequate safety for the site and personnel. KEY CLASSIFICATIONS & SYMBOLS Correlation of Penetration Resistance Particle Size with Relative Density and Consistency Sands Silts Clay Dynamic Cone Penetrometer (Penetrometer Resistance 0- 10 10 - 25 25 - 45 45 - 75 75 - 120 > 120 0- 6 6- 15 15 - 30 30 - 45 45 - 90 90 - 150 Standard Penetration (Hammer Blows) 0- 3 3- 8 8-15 15-25 25 - 40 > 40 Soft Medium Moderately Hard Hard Very Hard 0- 2 2- 5 5-10 10 - 15 15-30 30-50 Relative Density Very Loose Loose Firm Very Firm Dense Very Dense Very Soft Soft Firm Stiff Very Stiff Hard Boulder > 12in Cobble 3 - 12in Gravel 4.76mm - 3in Sand 0.074mm - 4.76mm Silt 0.005mm - 0.074mm Clay < 0.005mm Modifiers 0 - 5% Slightly Silty/Clayey 5 - 30% Silty/Clayey 30 - 50% Very Silty/Clayey 0 - 2% Very Slight Trace 2 - 5% Slight Trace 5 -10% Trace 10 -15% Little 15 - 30% Some > 30% With .. ... • • • • • .. Rocl. Hard nos 1i§gription • ••••••• • ..•...•.. • ••.. Rock core crumbles when handled. anAceak fore w.th your hands. Thin Pdges3 f.roc corc cgn,bc broken with fingers. 't`lin edges offroak core nnelidt be broken with fingers. Rock core rings when struckkwith a hammer. •.• • • • • .• • • • • • •• •• •• • • •• • • • •.. • • • • •• • • •• • •• • • • • • • • .• • • • • . • • 0.• • • • 0.. • • LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., are conducted in a manner consistent with the level of skill and care ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranties, expressed or implied, are made. While the services of Florida Engineering & Testing, Inc., are an integral and valuable part of the design and construction process, we do not warrant, guarantee, or insure the quality or completeness of services or satisfactory performance provided by other members of the construction process and/or the construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by test borings. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transitions between soil stratum are often gradual. Water level readings are made at the time the boring was performed and can change with time, precipitation, canal levels, local well drawdown, and other factors. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test locations; therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test holes. For a more accurate portrayal of subsurface conditions, the site contractor should perform tests pits. If different conditions are encountered, Florida Engineering & Testing, Inc., shall be notified to review the findings and. !na'k Zn}: • • •• recommendations as needed. • • • • • •• • • • • • • V • • • LABORATORY AND FIELD TESTS • ••• • • • • Tests are performed in accordance with osiprcifjc AS 144: Standards unless otherwise indicated. All Friteri/ include/ in a given ASTM Standard are not always required and performed. Each test report indicates the measurements and determinations actually made. • •• • ANALYSIS AND RECOMMENDATIONS The Geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as construction specifications. In accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, Florida Engineering & Testing, Inc., should be contacted so that field conditions can be examined and recommendations revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any significant changes in the nature, design, or location of the site improvements must be communicated to Florida Engineering & Testing, Inc„ so that the Geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. CONSTRUCTION OBSERVATIONS Construction observation and testing is an important element of Geotechnical services. The Geotechnical Engineer's Field Representative (Field Rep.) is the "owner's representative" observing the work of the contractor, performing tests, and reporting data from such tests and observations. The Geotechnical Engineer's Field Representative does not direct the contractor's construction means, methods, operations, or personnel. The Field Rep. does not interfere with the relationship between the owner and the contractor, and except as an observer, does not become a substitute owner on site. The Field Rep. is only collecting data for our Engineer to review. • 1 rietd Rep. is responsible for his/her safety only, but has 21o:It.,Ipoft4ibility for the safety of other personnel and/or the ▪ gehei"al 7tiblic at the site. If the Field Rep. does not feel that the site is offering a safe environment for him/her, the Field • • •Rep. will stop his/her observation/ testing until he/she deems the •site is :are. The Field Rep. is an important member of a • • :steam• •boy � (responsibility is to observe the test and work being done and report to the owner whether that work is being carried out in general conformance with the plans and "st1;ciicatiDns. • • • ••• • • • • • • • • • • • • • • • d • •• •• •• • •• •• ••• • • •• ••• •• Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 N�' lei OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Pt Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe . I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as r ovided in Section 775.082 or Seytio 775.083 F.S _This form must be signed bathe owner/agent • = prime : ctor. GG NTRACTOR'S EL L SSI D DATE OWNER'S SIGNATA AND DATE RINT) ORLENANDEZ Y COMMIS ION # FF 022108 PIRES: September 27, 2017 onded Thru Notaiy Public Underwriters OWNER' li V F••.•. ;• ' •....... !ice .., .Oo��ber@ eio ;cam • k •''oi cg, 1#FF022108 doe Rp@RT: 6Q.51@n7caT__ 00 S Sa e Pool Guard Installation Specifications Pool Guard pool safety fence installation procedures follow all applications as outlined in the 2010 Florida Building Code. 1. Pool Guard pool safety fence meets the 2010 FBC requirements and comes with an ASTM certificate as outlined in FBC 4101.17.1.15 2. The pool safety fence is installed into the pool deck or adjacent areas leaving not more than 2" from the bottom of the pool fence to the deck/ground as outlined in FBC 4101.17.1.1. 3. Connections in the sections of the pool safety fence or attachments to walls, screened enclosures, exterior fencing or to the fence itself shall not be a distance greater than to pass through a 4" sphere as outlined in FBC 4101.17.1.2. 4. Any self -closing gate that is added to the pool safety fence shall have a self -closing latch that is at least 54" above the ground at the point of opening and the gate shall open out away from the swimming pool as outlined in FBC 4101.17.1.8 5. The pool safety fence shall be installed no closer than 20" from the edge of the water on the swimming pool at any measurable point of the pool fence including angles and corners and the barrier shall have at least one post secured to the pool deck so that the removal of the pool barrier requires tools as outlined in FBC 4101.17.1.13. 6. The pool safety fence shall be held in place using non-conductive sleeves as outlined in FBC 4101.17.1.15. 7. Pool Guard pool safety fence installations are installed following all safety procedures as outlined in the Pool Guard workman's comp safety program. ACCREDITED t4114AMIOAOUNTY aLA tf, DBS CR ACCREDITED LAIORATOR WORORT CONSTRUCTION MATERIALS TECHNOLOGIES LABORATORYTESTh REPORT Client: Pool Guard Manufacturing, Inc. 11575 47th Street N Clearwater, FL 33762 Attention: Mike Corkery Material: Pool Fence Manufacturer: Pool Guard Manufacturing, Inc. Date Received: April 20 & May 16, 2012 Source: Pool Guard Manufacturing, Inc. PRI Project No.: PGM-001-02-01 Dates Tested: April 20 — May 21, 2012 Purpose: Test Methods: Evaluate Pool Guard's Pool Fence for compliance with the Florida Building Code, 5th Edition (2014), Residential. Evaluation and testing was conducted in accordance with Florida Building Code, 5th Edition (2014), Residential Sections R4501.17.1.15, ASTM D3787 - 01 Standard Test Method for Bursting Strength of Textiles -Constant -Rate -of -Traverse (CRT) Ball Burst Test, and ASTM D5034 - 95 Standard Test Method for Breaking Strength and Elongation of Textile Fabrics (Grab Test), ASTM G53 — 96 Standard Practice for Operating Light and Water Exposure Apparatus (Fluorescent UV Condensation Type), and ASTM G 154 - 06 Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials. Sample Description: Fence posts — 6063-T52 aluminum round tube; Nominal 1" O.D. x 0.125" wall thickness Fence mesh — Twitchell Corporation T45 DBS; Leno weave fabric using 0.25" dia. vinyl -coated 1000 den. polyester core yarns in the warp and fill directions. Additional information supplied by the Client is contained in Appendix A. PGM-001-02-01.2 PRI-CMT Accreditations: IAS TL-189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com Pool Guard Manufacturing, Inc. Pool Fence ' Page 2 of 4 Results of Testin.: . Property Fence Posts, Test Method ' Results • Requirement Horizontal Loading, (Ibf) Ultimate load; 3 specimens; 36" moment arm; 4" embedment into substrate; Test at 73.4±3.6°F & 50±5%RH; Rate = 10 in./min 2010 FBC R41O1.17.1.15 58 z 52 'Fence Mesh• Tensile Strength, (Ibf) 5 specimens each direction; 4" x 6" Test @ 73.4±3.6°F and 50±2% RH Rate = 12±0.5 in./min ASTM D 5034 Warp 232 z ioo Fill 140 a 100 Burst Strength, (Ibf) 5 specimens; 5" x 5" Test @ 73.4±3.6°F and 50±2% RH .1" Steel Ball; 1-3/4" Ring; Rate = 12±0.5 in./min ASTM D 3787 252 a 150 1/4" Sphere Penetration, (Pass/Fail) 5 specimens Test @ 73.4±3.6°F and 50±2% RH Pass No deformation such that 1/4" round object can penetrate mesh Weatherability, (Pass/Fail) 3 specimens; 4" x 6" 1,2OOh of UV/Condensate Weathering ASTM G 53/ G 154 Pass The mesh shall have a descriptive rating of no less than "trace discoloration" or "slight discoloration" PGM-001-02-01.2 PRI-CMT Accreditations: IAS TL-189; Miami -Dade 11-0429.05; Florida'TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com Pool Guard Manufacturing, Inc. Pool Fence Page 3 of 4 Statement of Compliance: The samples submitted comply with the Florida Building Code, 5th Edition (2014), Residential as stated above and for products described in this report. Continued compliance shall be established by a 3rd party quality assurance entity. The results and interpretation of testing are representative of the material supplied by the client. Signed: Date: Report Issue History: Issue # 0 `4 c1% . � P R/ S 1, 14'32, •• i= ary R.�'�� • s d Professinalfngineer W " umber: 740i'IO E P,: • 'ev,,-ss 10 Date I Pages I Revision Description (if applicable) Original 5/25/2012 3 NA Rev 1 6/21/2012 3 Added ASTM G 53/G 154 testing Rev 2 02/15/2016 4 Updated Florida Building Code version • PGM-001-02-01.2 PRI-CMT Accreditations: IAS TL-189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 -Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com Pool Guard Manufacturing, Inc. Pool Fence Page 4 of 4 Fence mesh datasheet,provided by Client: CORPORATION Technical Bulletin Item Number: Product Description: A Leno weave fabric using .025" dia. vinyl -coated 1000 den. polyester core yams in the warp and fill. T45 DBS Appendix A 1/26/2005 Attribute ASTM Warp Fill Typical Construction, end/inch D3775-96 10.0 7.0 Weight, oz/yd2 D3776-96 7.2 Tensile Strength (grab), Ibf D5034-95 322.9 221.4 Tensile Strength (strip), Ibf D5035-95 142.9 121.9 Tear Strength, (Trapezodial), Ibf D1117-97 66.1 38.2 Elongation, % D5035-95 26.5 23.7 Abrasion Resistance D3884-92 No exposure of core yarn (CS10/500 cycles/ with no added weight) Ball Burst, Ibf D3787-89 198.0 Flammability Rating CS-191-53 & CA 117E Weatherability, 1200 hours G53-96 No discoloration Mildew Resistance G21-96 No growth Openness Factor, % Mathematical method *' The above results are a representative of real data from single test samples. END OF REPORT 61.88 PGM-001-02-01.2 PRI-CMT Accreditations: IAS TL-189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date 3) I ' 1 I (-- Miami Shores Village Building & Zoning Department Attention: Building Official 11 I certify that I am the legal owner of the property describ d as S s3 �2 cal v Ic -1-�►-� Sh aY� S f e) 4 - L oT�. al c� 7 ME , located at In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. r` Legal Owner Note: This certification is to be submitted with a swimming pool permit a 'cation in duplicate. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned) Kama' s/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: 7 10,7'1 1 5 Whereas, the undersigned owner(s) 1 1r- desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its succaccordance of said Village then in effect. OWNS SI &PRIN OWNER SING & PRINT I Hereby Certify that on this day personally appeared before cglias produced ID # as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. -"" SWORN TO AND SUBSCRIBED before me on this day of _ 'Gl� 0 (Revised 05/2209 • A heat pump utilizes nature's 'free heat'from the air to heat your pool water. 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Our patented technology allows us to build the most durable and most cost efficient heat pumps... ever! AquaCal Heat Pumps are available in a variety of sizes with an assortment of features so you can select the model that best suits your specific needs and budget. Your local pool profes- sional can compute your heating requirements and install the AquaCal unit that is right for you. AquaCal Heat Pumps • Use no fossil fuels • Environr`nentally friendly • Minimize your carbon footprint • Eliminate noxious gas emissions BTU 80/80/80* 80/80/63** 80/50/63** • Save energy by transferring free heat from the air rather than creating heat • Programmable thermostats for stable temperature control • Meet "II AHRI e► 'ciency standards SQ110 100,000 93,000 63,000 Coefficient of Performance 80/80/80* 80/80/63** 80/50/63** 6.1 5.7 4.0 Operates down to °F Refrigerant Electrical Heat or Heat & Cool kW Input Voltage/Hz/Phase Minimum CircuitAmpacity Minimum/Maximum Fuse Size mid to low 40s R410A H 4.8 208-230/6 39.8 40/60 Water Flow Minimum/Maximum (gpm) 30/70 Physical Weight (lbs) 257 Size (lengthxwidthxheight) 37"x34"x41 Shipping Weight (Ibs) Size (lengthxwidthxheight) 315 40"x36"x Sound Level Decibels at 10 ft. 55 dB SQ1 20 113,000 106,000 73,000 6.1 5.7 4.0 mid to low 40s R410A H 5.4 208-230/60/1 41.4 50/60 30/70 282 37"x34"x41" 340 40"x36"x46" 55 dB SQ155 SQ175 35,000 27,000 86,000 6.4 5.9 4.1 o low 40s 208-23 4 50 10A 0/1' y355 x36"x50" 55 dB 143,000 1 34,000 90,000 6.5 6.1 4.3 mid to low 40s R410A SQ1668 1 26,000 120,000 82,000 5.7 5.3 4.0 mid to low 20s H 6.4 208-230/60/1' 41.4 50/60 30/70 328 37"x34"x45" 390 40"x36"x50" R410A H&C 6.6 208-230/60/1' 41.4 50/60 55 dB * - ratings outside the scope of A.. .00 water temp/ambient air/relative humidity ** - rated in accordance with ARI standard 1 160 water temp/ambient air/relative humidity ♦ - also available in 3 phase units - visit our website for details Anita CERTIFIED.. "wr' w~im CCEC MADE IN USA , * 30/70 310 37"x34"x45" 375 40"x36"x50" 55 dB Miami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 __)G�G�C.�c� I n� The undersigned Affiant, 1( , does hereby attest that (Property owner) ( n The attached survey, performed by i Y1=Y IC._ a'* � y �/► C C„ n]" ," l 1 . rni (Name of surveyor's company) For address: 9 —7 9 N- Performed on ii—1 is 1 4- (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey Tess than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Furt , A i. t say eth �Prop'erty Ser Signa ire Property Owner Print Name SWORN AND SUBSCRIBED before me this I (---P-1 day of 1" I 11 rc--k . Z C=i 1. ,' Affiant is '/ personally known to me, produced Revised on 5/22/2009/ Revised on 6/12/09 ntification. ra▪ w fume WU Mt -'-'Fnd •'Nail w z Edge of Water BISCAYNE BAY NO' 13' 18"E 93.49'(M&R) G a:. • , a 3.4' C c•: • (not aP) 0.2'cl' 3' C.B.S Wall co on O d q 1 0 to In 0] • 0 S 89'46'42"E 14.25' 30.4' 5% co 0.2'cl 1.4.75' io 7 .8r a3 N 0 `3'� Garage N Elev.5.01 In d -A/C (3 x3') EL.8.53 10.38' CE: Fnd. Reba 8.O' M O.E. O O 9, in 01 3.0' 23.2 1 STY CBS RESIDENCE No. 9879 F.F.EIev. 7.93 31.60' \r 1 r 16.8•:\ Y ' Conp.' 4' 6655' 11;2' 1011. Planter 16.1' N 5' U O .N00' 13' 18"E 'Gravel. Driveway • 0 N 11 Fnd. Nail 0.3' East 0.2' North 0.2'cl 21.3' 93.49'(M&R) 0.E. 18.4' Grassed Parkway 50.0' .E. 13th 7.0' O 0 CO 4. 0 mVE 11.0 `n * AE W.I. REE UST No. TREE NAME BOTANICAL NAME WIDTH HEIGHT SPREAD 1 MANILKARA MANILKARA ROX9JRGHIANA 1.0 15' 18' 2 MANILKARA MANILKARA ROXBURGHIANA 1.0 15' 18' 3 ROYAL PALM ROYSTONIA EIATA 0.7 15' 18' 4 ROYAL PALM ROYSTONIA ELATA 0.7 15' 18' 5 ROYAL PALM ROYSTONIA EL XA 0.7 15' 18' 6 SEA GRAPE TREE COCCOLOBA UwFERA 3' 25' 20' 7 8 BOTTLEBRUSH CALLJSTEMON VIMINALLIS 1.0 20' 18' GUMBO LIMBO BUSERA SIMARUBA 2.0 15' 9 SABAL PALM SABAL PALMETTO 0.7 20' 12' 10 SABAL PALM SABAL PALMETTO 0.7 20' 12' 11 SABAL PALM SABAL PALMT 0 0.7 20' 12' 12 SABAL PALM SABAL PALMETTO 0.9 20' 12' 13 14 14 (3)CHRISRAAS SABAL PALM SABAL PALMETTO 0.9 20' 12' GUMBO LIMBO BUSERA SIMARU!A 0.9 15' 20' PALM ADONIDIA MERRIWI 0.5 15' 10' 0.3'cl 13 1• w/M C.B.S. olunm TYP. (2'x2') Fnd. Rebar 24.0' P.P. �G:::......::! 60' TOTAL ABREVIAT1ON OF ANY APPLIED) • awmw welt MCA. -moor. SAW • SW own wa SURVEYORS LEGEND (IF ANY APPUED) BOUNDARY UNE STRUCTURE(BIDG.) CONCRETE BLOO(WAU METAL FENCE �r WOODEN FENCE OWN UNK FENCE ® WOOD DECPF0004 ® ASPHALTED AREAS Q CONCRETE ® BRICKS OR PAVER ® ROOFED AREAS Ir TV -CABLE BOA OEMWATER (EDGE OF WATER) WM WATER METER e CATCN BASIN O MANHCBE O.E OVERNGO ELECT. Jr. POWER POE UGm POLE e• HANDICAP SPACE tfFIRE mDRWT - - EASEMENT UM MI WATER VALVE PUBLIC R/W LEGAL DESCRIPTION: LOT 4, BLOCK 4, OF EARLETON SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SITE ADDRESS: 9879 N.E. 13th AVENUE, MIAMI SHORES, FL 33138 JOB NUMBER: DATE OF SURVEY REVISED DATE 13-1131 DECEMBER 6, 2013 APRIL 15. 2014 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER J LOCATION MAP SCALE; 21111131113111/1 L f SITE PHOTO. JOB SPECIFIC SURVEYOR NOTES: 0 THE PROPERTY DESCRIBED ON THIS SURVEY DOES LIE WITHIN A SPECIAL HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN A FLOOD ZONE "VE" OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-306L WITH AN EFFECTIVE DATE OF SEPTEMBER 11, 2009. BASE FLOOD ELEVATION OF 11.00 FEET (NGVD) 2® LAND AREA OF SUBJECT PROPERTY: 14,024 SF (+/-) 0 ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929, AS PER MIAMI-DADE COUNTY BENCH MARK No. B-62, WITH AN ELEVATION OF 8.74 FEET ® BEARINGS SHOWN HEREON ARE BASED ON AN ASSUME MERIDIAN OF N 00°03'18" E. ., BEING THE RECORDED BEARING FOR THE CENTERLINE OF N.E. 13th AVE., AS SHOWN ON PLAT BOOK 43 AT PAGE 80 OF THE PUBLIC RECORD OF MIAMI-DADE COUNTY FLORIDA. GENERAL SURVEYOR NOTES: THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE CLIENT. SURVEY IS BASED ON RECORDED INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY OUR OFFICE. UNLESS OTHERWISE NOTED, AN EXAMINATION OF THE ABSTRACT OF TITLE WAS NOT DONE BY THE SIGNING SURVEYOR TO DETERMINE WHICH INSTRUMENTS, IF ANY ARE AFFECTING THE SUBJECT PROPERTY. THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM IT WAS CERTIFIED. PURSUANT TO RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE THE EXPECTED USE OF LAND IS SUBURBAN, THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY I5 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATIONS OF CLOSED GEOMETRIC FIGURES WAS FOUND TO EXCEED THIS REQUIREMENT. THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS (a) BY THE IMPROVEMENTS OF THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR ALLEYS, OR (b) BY THE IMPROVEMENTS OF THE ADJOINING PROPERTIES, STREETS OR ALLEYS UPON THE SUBJECT PROPERTY OTHER THAN THOSE SHOWN ON THIS BOUNDARY SURVEY. THERE ARE NO VISIBLE EASEMENTS OR RIGHT-OF-WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OTHER THAN THOSE SHOWN ON THIS SURVEY. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE SHOWN GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. IN SOME CASES GRAPHIC REPRESENTATION HAVE BEEN EXAGERATED TO MORE CLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS SHALL HAVE PREFERENCE OVER GRAPHIC LOCATION. THE ELEVATIONS (IF ANY) OF WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 3o FOOT FOR NATURAL GROUND SURFACES AND X00 FOOT FOR HARDSCAPE SURFACES, INCLUDING PAVEMENT, CURBS, SIDEWALKS AND OTHER MANMADE STRUCTURES. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT WWW.FEMA.COM. IF YOU ARE READING THIS BOUNDARY SURVEY IN AN ELECTRONIC FORMAT, THE INFORMATION CONTAINED ON THIS DOCUMENT IS ONLY VALID IF THIS DOCUMENT IS ELECTRONICALLY SIGNED AS SPECIFIED IN CHAPTER 5J-17.062 (3) OF THE FLORIDA ADMINISTRATIVE CODE. IF THIS DOCUMENT IS IN PAPER FORMAT, IT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE PROFESSIONAL LAND SURVEYOR AND MAPPER OF RECORD. CERTIFIED TO: BRUNO ALMEIDA VAZQUEZ AND ASSOCIATES OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ENCROACHMENTS AND OTHER POINTS OF INTEREST: -THERE ARE NO VISIBLE ENCROACHMENT OF THE SUBJECT PROPERTY -THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE VE (SEE NOTE 1) -THERE ARE NO PLATTED UTIL. EASEMENT ON THE SUBJECT PROPERTY I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF 'BOUNDARY SURVEY AND THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE 'MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA" PURSUANT TO,RIAE SJ-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTED LAW, CHAPTER 472.027, OF THE FLORIDA STATUTES. American Services of Miami, Corp. Consulting Engineers . Planners . Surveyors LB 6683 9370 S.W. 72nd Street, Suite A-102 Miami, Florida, 33173 PH: (305) 598-5101 FAX: (305) 598-8627 ASOMIAMI.COM Ed Vino P, QrSSIQIjlA9lQI . VEYOR L4` 1D.. 9R. Nct. 771 s r41t? DATE:. L E 'L 21 2014