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FW-13-2513.r Miami Shores Village Building Department 117050 N.E.3id Avenue. Miami SN)res. Florida 33138 Tel: (305) 795.2204 Fac: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION y , NaV U 6 2613 p»Y,-o�of- FBC 20 tO Permit No. Master Permit No.w � ' epi e6 Permit Type: BUILDING ROOFING JOB ADDRESS: _ j�2s� Bt.SCA; rkt-J SL -VO City: Miami Stages County: Miami Dale Zip: as—M Folio/Parccl#: —M! '.5=G-- 0V4 - Is the Building Historically Designated: Yes Zane: OWNER: Name (Fee Simple Titlel-xiller): 4:0- 2z: :jhrillnt L2aJEVL04- Phone#: Address:- - -102.55 "%(5C 96Aj 1; ZLAAD . City: okl6ad `i State: Zip: 31Im Tenant/Lessee Nairn;: - Phone#: ^ Email: CONTRACTOR: Company Name: tA- 00A JT9AR3 ( Pla'lre#: Address: 6SM C.Ot LAf. a,, 4Q(5 City: w1aml '%'l State: 'F- Zip: -31LI t Qwlifier Name: �-M L327M6 1 Plaits;#: State Certification or Registration #: C .l CJ �D X24 Certificate of Competency #: Contact Email Address: AnQ�11 q�['QL .9 i 1 v OnnM DESIGNER: Architect/Engineer:�1 ifNV1'1t`��rF'415Pla)ne#: 4�1-�S9i°^GI Value of Woik for this Permit: $ -�)W 3GO '� SS rel lmr Footage of Work: Type of Work: ❑Addition ❑Alteration [RNew ❑Repair/Replare ODemolition I L r ,grd MW, NIM, TOR111- Colon thru tile: ss3h x5$xs3" s}six:,ts3s$s3''•3:HsR'��xsSx3 e'3�x'.�+sR W s@Kxsts$s3�xs3�s3s3. 4YExsixf9s3+v1.E:C'�is3s3L%$ssp+s§sssSxslxsT3s3sks3$xs$s��s9�3s%3sys$sxsnv$xsSs3W �sSaBKs33£ss�$si%sJ4ss$sis$:§w Submittal Fee $ 50 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary, $ Training/Education Fee $ Double Fee $ Structural Redew $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ loil. . mai i1% Bonding G)mpany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address 0 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that nm 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 constrwtion in this jurisdiction. I unxderstanx] that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS. P(X)LS. FURNACES. BOILERS. HEATERS. TANKS and AIR CONDITIONERS. ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will he 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 vrith an estimated vrtlue eeceeding $21500, the applicant nutst promise in good faith that a copy of the notice of co mmencenient and construction lien lave brochure will he 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 absence of such posted notice, the inspection ►rill not he approvtion fee rill be charged. Signature Signature F��121 � O leer o Agent Contract r Q��ACA-10 = i The foregoing instrument was ackrmwledged before me this �_ The foregoin instrument was ackno ,ledged before me this rJ day of AW .20D by day of ®U 20 by pwl�no '�-rsoimllykntiw omeorwhohasproduced who is personally kknnoown to me or who has producedAs identification and wixi did take an oath. U-)-5 0Q-6-4 ilders ific at io n and who did take anoAh. NOTAR UBLIC: P 'AttX PUBLI& GISELLE M CHAVEZ Signl' �� 3 - sign: : �� Print: C' C u iLPrint. ' CO D J 2014 IVIy Co 14Iy S'31i1n U11111IRMUF1 W, E. j4'1 T h N t, a � a:=E=4<r's'a�' =e:=�� . ==:=c=sAa�3s� 4+d=tvs3t�akkas3E L'ar'sa:=a3tvea=s�a�=kss=s9��aSrd48s:=r�=kL'+alitac=a��+3=3=AS=L'=d=s*3:��&a4�ah. L'='uLury=tf-�+geU=Ud34+�aC3tf:r�=ik�� APPROVED BY �� Plans Examiner A Ironing L� Structural Review Clerk (Revised 3/ 121`012 )lRevi%ed 07/n01071(Revi%M O6/ 10%009)(Revised 3/ 15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓/ COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME:-ANPrT0 4 r.03 rnat[m0-si -L1 BUSINESS ADDRESS: b S39 cc L. ts3s Mc b CITY IMIWI Bent -14 . STATE t!j= ZIP CODE 231 L41 BUSINESS PHONE: (Soj-) 9SM FAX NUMBER (1 ) 51s - 9192 CELL PHONE ( ) 'q®7-2oiS7 QUALIFIER'S NAME: t2aM._142:e4 QUALIFIER'S LIC NUMBER: E-MAILADDRESS (IFAPPLICABLE): Created on MOM BY V LDV / RV 3260 MLDV 111CW# 621397STATE O.F FLORIDA. DBPARZ'J Im OF"BUSINBSN`AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SE(# L12071901183 TATl1TAT! '4flfl +'• : a 0�PP091� City of Hialeah Business Tax Receipt Mayor Carlos Hernandez KEN LAWSON SECRLTARY 2013-14 No: 236220-29 Amount: $ 200.00 The person, firm or corp. listed here has paid the business tax required to engage in or operate the business specified subject to regulations and restrictions of the City of Hialeah, Florida Owner: EKREM 1JZMAN Typeoflusiness: Commercial and Institutional Building Construction ANATQ"�IA CONSTRUCTION LLC 6538 COLLINS AVE #176 MIAMI BEACH, FL 33141 Validating No.: 326687 rN Op-'** W Business Location: 392 E 10 CT Expires September 30, 2014 THIS IS NOT A BILL 10 N 16900 hi BAY RD APT 1$17 SUNNY ISLES BCH. FL 33160-4270 . v. D08:01.01-191" ^F" t MUMOS., .a r.IITMS camaek to rq ,otrafr ersttepcfa4 Dy fav%. ACORD - CERTIFICATE OF LIABILITY INSURANCE 11 05/2013 DATE(61tr PRODUCER (954) 966-9993 Gulfstream Insurance Agency, g Y Inc.. 5833 Johnson Street Hollywood FL 33021- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NLY AND CONFERS NO RIGHTS UPON THE CERTMATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. -INSURERS AFFORDING COVERAGE NAIC 8 INSURED Anatolia Construction LLC 392 E. 10th Ct. Hialeah FL 3301-0 w5uRe7&MM-CONTINENT CASUALTY INSURERS; INSURERG 0 Pp GY fl COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAKED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER WCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTIR AD TYPE OF INSURANCE POLICY HUMBER DATE EFFECTIVE Pp GY fl A GENERALLL43JUTY 04GL000SS5481 09/14/2013 09/14/2014 gACHRMBUM $ 1,000,000 Ea Duce $ 100,000 CIAL GENERAL LIABILITY CLAIMS 6hADE Q OCCUR / / / / MED taw one $ PERSO NAL6ADVMRY $ 1,000,000 -GENERAL AGGREGATE S 2,000,000 GEWLAGGREGATE UMITAPPLIES PER P820 $ 2,000,000 ,X POLICY LOC / • / / / AUTOMOBILE LL4893TY ANY AUTO / / / / COMW4ED SINGLE LIMIT $ (Ee mat) BODILY INJURY $ (PWP—) ALLOWNEDALTIOS SCHEDULEDAUTOS ! / / / BODILY INJURY $ (Per-wdant) HIRED AUTOS NON -OWI EDAUTOS / / / ! PROPERTY DAMAGE (par) $ GARAGE LIABILITY AUTO ONLY -EAACCIDENT $ OTHER THAN EA ACC $ ANY AUTO / ! / / AUTO ONLY; AGG $ EXCE89AIMBRELLA LIABILITY EACH 0CWRRENCE $ OCCUR FICLAIMS MAW AGGREGATE $ $ DEDUCTIBLE ! / l / S RETENTION $ WORitERScnMps;ptUATIDNAND / ! / /WOW EMPLOYEW LIAORM ANY PROPRIETOWARTNER(MCUTIVE EL EACH ACCIDENT $ E.L. DISEASE - FA EMPLOY $ OFFtCEWNEMSER EXCLUDED? ! / / / It ye$. dasedbe wWer SPECIAL PROVES NS betwtt DISEASE - POLICY LIMIT $ OTHER J�8CRIPTION OF OPFJtATIONSILOCATIONSNEHICLESMCwSIONS ADDED BY ENDORSE11MI71SPECIAL. PROVISIONS Miami shores Village 10050 NE 2nd Avenue ACORD 25 (2001108) INS023 p spe SHOULD ANY OF THE ABOVE DESCRIBED POL ICE$ BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER VOLL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE To THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL INJ,QSE NO OBLIGATION OR LJABIUTYOF ANY IOND UPON THE 0 ACORD CORPORATION 1988 Page 1012 ff r' CERTIFICATE OF LIABILITY INSURANCE DATE111&2013 ° ""' THIS C9R1IFICAI'E IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cei @Forte holder Is an ADDITIONAL INSURED, the policy(les) must be endomed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A Statement on this certfficate dam not confer rights to the certificats holder in Hsu of such endorsama s). PRODUCER GULFSTREAM INS AGCY INC CON n EN Fwe AX 6833 JOHNSON Sr E INSUM901AMRIMINSCOVEIPM NAC@ HOLLYWOOD FL 330219999 INSURERA: EAC41 OCCURREPICE S INSURED ANATOLIA CONSTRUCTION LLC 4 PERSONAL&ADVINJURY S INSURER o r GENERAL AGGREGATE s 392 E 10TH COURT - HIALEAH FL 33010 IN811RER D mmIlREREe F; FEIN:26129362@ COVERAGES CERTIFICATE NUMBER:1311(Lsm?R REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.IN _ -LOUTS LTR TYPE CF INSURANCE gER GENERAL LMOI ITY COMMERCIAL GENERAL LIABILITY CLAIMSMADE a OCCUR EAC41 OCCURREPICE S Pp MED EXP are Vis°^) S PERSONAL&ADVINJURY S GENERAL AGGREGATE s CENLAGG3 PO LOC PRODUCTS-COMPIOP-AG_6..SZR. 5 AUTOMOBILE LIABILITY ANY AUTO ALL OWNEDSCHEDULEDAUTOS AUTOS FOREDAUTOS �VAdED I LEUMIT BODILY INJURY (Per PWWA) S BODILY NULIRY (Per eaddml) 8 PERTY E $ S UIfIBRELLA U" EXCESS LIAB OCCUR CL IMS•MADE EACH OCCURRENCE S AGGREGATE $ RED RETENTIONS S A wo _ SATTON ANY ARTNERIEXEClrf1VE Yj- -( (Banda -v in t" fl -Y-11 I urary NIAIN 11 2912012 11/29/20 13 X A OTH- 81.EACH ACCIDENT S E.L. DISEASE - EA EMPLOYEE $ 1 E.L. DISEASE -POLICY umrr, S 1,000,000.00 DESCmTLON of OPERATIONS 1 om'nom I VERICLES GLtteah mm IDH. "mom Rernmft Sawduta, R mora apace is mquh" Miamt Shores VWage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138� AUTHomzEo REPRESD�uTArDVEC�� Phone,Ndmber 305-693-7153 CORPORATION. All rights reserved. ACORD 25 (2010108) The ACORD name and logo are registered marks of ACORD 0 0 0 Shadow Box Vertical Picket Board on Board May ?009 Miami Shores Village Building Department WOOD FENCE DETAIL 4x4 Post Spacing Fences <= 5' high posts spaced at Ton center maximum Fences <= 4' high posts spaced at 6" on center maximum Fence must not exceed Yin height 4x4 pressure treated , posts embedded Tinto concrete footing 10" d is meter x 2' deep ALL wood must be pressure treated I All fasteners must be corrosion resistant L No less than two fasteners in any connection 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1x pickets fastened with two corrosion resistant fasteners per connection 2x4 horizontal pressure treated wood members with two corrosion resistant fasteners per connection Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL (ACCORDING TO THE F.B.C. SECTION R4408.11) TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUEREMENTS Fence Terminal Post Line Post Dimensions Terminal Post Line Post Concrete Height (ft) Dimensions (n inches) Concrete Foundation Size (in inches) (o.d. X wall thickness) Foundation Size (diameter X depth) (o.d. X wall thickness) (diameter X depth) (in inches) m inches Up to 4 2 3/8 x 0.042 15/8 x 0.047 1 10 x 24 8 x 24 Over 4 to 5 2 3/8 x 0.042 1 718 x 0.055 1 10 x 24 8 x 24 For SI:1 inch = 25.4 mm. NOTES: 1. This table is applicable only to fences with unrestricted airflow 2. Fabric: 12 %gauge minimum 3. Tension bands: Use one less than the height of the fence in feet evenly spaced. 4. Fabric Ties: Must minimum the same gauge of the fabric. 5. Fabric Tie Sung on the Top Rail: Five ties betwceen posts evenly spaced. 6. Fabric Tie Spacing on Line Posts: One less than height of the fence in feet, evenly spate. 7. Either top rail or top tension were shall be used. 8. Braces must be used at Terminal Posts if top tension were is used instead of Top Rail - 9. Post Spacing: 10 foot (3m) on center maximum. 10_ Post shall be embedded to within 6 inches (152 mm) from bottom of the foundation. 11. In order to follow the contour of the land, the bottom of the fence may dear the contour of the ground by up to 5 inch (127 mm) without increasing table values to the next higher limit. NOTICE TO PROPERTIES WITH POOLS: If the fence Is to meet the criteria as a pool barrier, the fence shall not be climbable and all ralls must be placed facing the Inside of the property. Pedestrian gates shall have self-closing and latching devices Installed at the minimum of 54¢ above ground. For further details see Section 1144011 1A of FBC. CONCURRED Cm aw on 50M09 NDV POLIO: 11-3205-019-0060 PROPERTY ADDRESS: N/A OU NER= FRANZ RIVERA JASMIN KARMA RIVERA MAILING: 10285 BISCAYNE BLVD MIAMI PL 33138 - LEGAL: MIAMI SHORES SEC 8 REV PB 43-61 LOT 5 LESS E 55 PT 4 ALL LOT 6 BLK 1'18 NOV 212013 EXG GBS WALL PENCE - OP ADJOINING PROPERTY NEW 60" H C 4AN LINK FENCE ENDS HERE—� 9, ( , 0 6- L-74 a vf� 4 � AERIAL PICTURE �1-s EXG 60" H CHAIN LINK PENCE ENDS HERE EXG 60" H CHAIN LINK FENCE STARTS HERE A��CHEO 70 WOOD PTEOSESS NEW 10'-0"W X 60"H /—ALUMINUM SLIDNG GATE W' TO EXG ELEC PANEL EXG 60" H WOOD— PENCE STARTS HERE )" H WOOD STARTS HERE NEW 60" H WOOD PENCE ENDS HEIS EXG POOL PENCE AROUND POOL — — TREE TO A" NEW 60" H WOOD GATE PENCE STARTS HERE 125001 _ _ EXG 60" H WOOD PENCE ENDS HERE r------� I NEW 60" H WOOD- EXG POOL FENCE ENDS HERE i L ------J �4\ \\•\,� EX i ALLIINATE �•\ EXISTING 48" H ALUMINUM PENCE TO REMAIN EXG CO1NC PENCE <A NEW 60" H CHAIN LINK 1ro8.�9' PENCE STARTS HERE 515CAYNE 5L VD STE PLAN ///ao Anatolia I General Contractor & Custom Metalwork Fabricator aciaimu 6538 Collins Ave, #116 Miami Beach, FL 33141 Fnn: 1-855-5 MIAMI 5 Fax: 1-3054015-83132 orriceaanatolia.cc wwwanatolia.cc NEW ALUM GATE, WOOD 8 CHAIN LINK FENCE FOR ROVE o A RESODENCE 10255 515CAYNE BLVD MIAMI 5HORE5, FL 33138 PROFESSIONAL SEAL IMTI—Atm^E�DFE 46 -Jt it tantslts UT 15 THE SOLE SOURCE CATOR AND vOlp5 ALL ARCHITECTURAL, STRUCT. TYPE OF LAYOUTS. D APPROVAL OF THIS IST BE RECEIVED BEFORE IT'S YOUR RESPONSIBILITY TO HEIGHTS, LOCATIONS, CONNECT., ECT VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU, GENERAL CONTRACTOR OR OWNER BUILDER OF THE PROJECT IS RESPCN515LE TO VERIFY ALL DIMENSIONS IN FIELD. FABRICATION WILL NOT START BEFORE YOUR APPROVAL SIGNATURE DATE DATE OCT. 22,201 1 SCALE AS SHOWN REVISION BY 11.25.13 BD SHEET A-1 OF 2 PAGE C 0 lL Y AT -GRADE WOOD FENCE DETAIL (NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) (NOT FOR POOL APPLICATIONS) ANCHOR HORIZONTAL RAILS INTO POST W/ (4) 16d COM NAILS AT EA. CONNECTION POINT. TYP. SEE POST SCHEDULE GRADE wWKx o =5 on Wu cn SEE POST �SCHEDULE� STOCKADE BOARD ON BOARD *FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW GRADE SHADOW BOX POST HORIZONTAL RAILS PICKETS Iba STOCKADE PLAN VIEW POST HORIZONTAL RAILS PICKETS BOARD ON BOARD PLAN VIEW I 1 I I I I I I I ENCf I I I POST FOOTER SIZE ij HE GFT (FT) SPACING (NOMINAL SIZE, IN.) POST HORIZONTAL RAILS PICKE u) INuli�� i. (B x D) SPACING (NOMINALSIZE, IN.) (DIA. x DEPTH, IN.) 5 x 5 24 x 40 OV h4T05 Jj 30x42 OVERGO 6 6-_-_6x6 30 x 47 I OVER5T06 I 10x24 U) N IiJ SHADOW BrJX PLAN VIEW I I I I 'I I• •I I• = I I I I io POST ' i�� , lig POST I I I I 1. .1 L. I HOR}ZONTAL RAILS HORIZONTAL SAILS *SEE HVH I PICKETS PICKETS FOOTER NOTE NON-HVHZ (EXPOSURE C) FOST 0TWG SIZE REQUIREMENTS ENCf MAX POST POST DIMENSIONS POST FOOTER SIZE ij HE GFT (FT) SPACING (NOMINAL SIZE, IN.) (DIA. x DEPTH, IN.) POST FOOTER SIZE u) INuli�� i. (B x D) SPACING (NOMINALSIZE, IN.) (DIA. x DEPTH, IN.) 5 x 5 24 x 40 OV h4T05 ` tr`°- �'6x6 30x42 OVERGO 6 6-_-_6x6 30 x 47 1� IU a �n p � � 41011 '1 11 VI�''n� � � ' i I p�� ily .� �I TABLE PER 2010 FBC §2328 TABLE PER 2010 FBC §2328 STOCKADE BOARD SIDE VIEW ON BOARD SIDE VIEW GENERAL NOTES POST HORIZONTAL RAILS SHADOW BOX SIDE VIEW 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. DESIGN BASED ON ASCE 7-10 USING Vwt= 115MPH / Vad=90MPH (3 SEC GUST, UP TO 6'-0" WITHIN HVHZ), Vwt=156MPH / V,,d=121MPH (3 SEC GUST, ABOVE 6'-0" AND OUTSIDE HVHZ), EXPOSURE 'D' &'C', RISK CATEGORY I, USING THE 'SOLID FREESTANDING SIGN METHOD'. 10% OPEN USED IN CALCULATIONS. 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. 2. ALL LUMBER SHALL BE A NIINUMUM OF PRESSURE TREATED #2 SYP OR BETTER WITH A MINIMUM FIBER STRESS OF 110OPSI IN BENDING 3. ALL FASTENERS TO 13E f'12 X Y4'! -OR GREATER -204-T4, 18 8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR 0THERWISE pQRRDSfONRESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FO ALUM ,.. ALUMINUM ASSOCIATION INC., & APPLICABLE FEDERAL,STATE,ANb �C u D �Il�gl�ilti�I'"� II III 4. ALL CONCRETE AND T 7 1�CH A MI I�IU OMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. CONCRETE FOOTERS SHALL CO li MAXM 0 1°!° FiBu ESH CONTENT PER CUBIC YARD. ALL EPDXY AND GROUT SHALL MEET OR EXCEED CbMPRESSIVE STRENGTH O tj HE CONCIRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 5. SURROUNDING SOIL TO BE COMRACTE6 TO 980/6 OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY, 6. THE CONTRACTOR TS RE§ NSIEiLE T 1IiNS�JV T A{ �" Ic��N)BFR&FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 1!i,. _ . n " 7. ELECTRICAL GROUND, WHEN REWIRED TO BE, DESIGNED & INSTALLED BY OTHERS. 8. ENGINEER SEAL AFFIXED HERET VALIDATES S'T'RUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONl'RACTOk, et. DE al. INMNIFIL'S & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. FRANK C u HVHZ ONLY (EXPOSURE Cj - t0 N in in POST/FOOTING SIZE REQUIREME # Min FENCE MAX. POST POST DIMENSIONS POST FOOTER SIZE HEIGHT (FT) SPACING (NOMINALSIZE, IN.) (DIA. x DEPTH, IN.) w iz (FT) (B x D) LL g UPT04 6 4x4 10x24 OVER4T05 5 4x4 10x24 OVER5T06 4 4x4 10x24 TABLE PER 2010 FBC §2328 TABLE PER 2010 FBC §2328 STOCKADE BOARD SIDE VIEW ON BOARD SIDE VIEW GENERAL NOTES POST HORIZONTAL RAILS SHADOW BOX SIDE VIEW 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. DESIGN BASED ON ASCE 7-10 USING Vwt= 115MPH / Vad=90MPH (3 SEC GUST, UP TO 6'-0" WITHIN HVHZ), Vwt=156MPH / V,,d=121MPH (3 SEC GUST, ABOVE 6'-0" AND OUTSIDE HVHZ), EXPOSURE 'D' &'C', RISK CATEGORY I, USING THE 'SOLID FREESTANDING SIGN METHOD'. 10% OPEN USED IN CALCULATIONS. 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. 2. ALL LUMBER SHALL BE A NIINUMUM OF PRESSURE TREATED #2 SYP OR BETTER WITH A MINIMUM FIBER STRESS OF 110OPSI IN BENDING 3. ALL FASTENERS TO 13E f'12 X Y4'! -OR GREATER -204-T4, 18 8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR 0THERWISE pQRRDSfONRESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FO ALUM ,.. ALUMINUM ASSOCIATION INC., & APPLICABLE FEDERAL,STATE,ANb �C u D �Il�gl�ilti�I'"� II III 4. ALL CONCRETE AND T 7 1�CH A MI I�IU OMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. CONCRETE FOOTERS SHALL CO li MAXM 0 1°!° FiBu ESH CONTENT PER CUBIC YARD. ALL EPDXY AND GROUT SHALL MEET OR EXCEED CbMPRESSIVE STRENGTH O tj HE CONCIRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 5. SURROUNDING SOIL TO BE COMRACTE6 TO 980/6 OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY, 6. THE CONTRACTOR TS RE§ NSIEiLE T 1IiNS�JV T A{ �" Ic��N)BFR&FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 1!i,. _ . n " 7. ELECTRICAL GROUND, WHEN REWIRED TO BE, DESIGNED & INSTALLED BY OTHERS. 8. ENGINEER SEAL AFFIXED HERET VALIDATES S'T'RUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONl'RACTOk, et. DE al. INMNIFIL'S & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. FRANK C u HVHZ ONLY (EXPOSURE D) t0 N in in POST/FOOTING SIZE REQUIREMENTS # Min FENCE MAX. POST POST DIMENSIONS POST FOOTER SIZE HEIGHT (FT) SPACING (NOMINALSIZE, IN (DIA. x DEPTH, IN.) w iz (FT) (B x D) LL g UPT04 6 4x4 10x24 OVER4TO5 5 4x4 10x24 OVER5T06 4 4x4 10x24 TABLE PER 2010 FBC §2328 TABLE PER 2010 FBC §2328 STOCKADE BOARD SIDE VIEW ON BOARD SIDE VIEW GENERAL NOTES POST HORIZONTAL RAILS SHADOW BOX SIDE VIEW 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. DESIGN BASED ON ASCE 7-10 USING Vwt= 115MPH / Vad=90MPH (3 SEC GUST, UP TO 6'-0" WITHIN HVHZ), Vwt=156MPH / V,,d=121MPH (3 SEC GUST, ABOVE 6'-0" AND OUTSIDE HVHZ), EXPOSURE 'D' &'C', RISK CATEGORY I, USING THE 'SOLID FREESTANDING SIGN METHOD'. 10% OPEN USED IN CALCULATIONS. 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. 2. ALL LUMBER SHALL BE A NIINUMUM OF PRESSURE TREATED #2 SYP OR BETTER WITH A MINIMUM FIBER STRESS OF 110OPSI IN BENDING 3. ALL FASTENERS TO 13E f'12 X Y4'! -OR GREATER -204-T4, 18 8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR 0THERWISE pQRRDSfONRESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FO ALUM ,.. ALUMINUM ASSOCIATION INC., & APPLICABLE FEDERAL,STATE,ANb �C u D �Il�gl�ilti�I'"� II III 4. ALL CONCRETE AND T 7 1�CH A MI I�IU OMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. CONCRETE FOOTERS SHALL CO li MAXM 0 1°!° FiBu ESH CONTENT PER CUBIC YARD. ALL EPDXY AND GROUT SHALL MEET OR EXCEED CbMPRESSIVE STRENGTH O tj HE CONCIRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 5. SURROUNDING SOIL TO BE COMRACTE6 TO 980/6 OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY, 6. THE CONTRACTOR TS RE§ NSIEiLE T 1IiNS�JV T A{ �" Ic��N)BFR&FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 1!i,. _ . n " 7. ELECTRICAL GROUND, WHEN REWIRED TO BE, DESIGNED & INSTALLED BY OTHERS. 8. ENGINEER SEAL AFFIXED HERET VALIDATES S'T'RUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONl'RACTOk, et. DE al. INMNIFIL'S & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. FRANK C u o t0 N in in O # Min W.m W jLL U U -aa W W = a LL tu Lu rZQ z o w iz 90 LL g Na W ._j; $ W in m et!x O LU ch uja O�aO 1 1 IV - 1 •1i1, M L W a O O m 0 W W = W O o c U W (n z o w iz 90 LL g co (A O cWu O�aO 0 U) N IiJ C G 1 1 IV - 1 •1i1, M L O m $g HIM �_� L_L_ 1 1 IV - 1 •1i1, M L Tu Y CHAIN LINK FENCE DETAILS SPECIFICATIONS APPLY ONLY TO FENCES WITH UNRESTRICTED AIR FLOW GREEN VINYL OR GALV OPTIONAL; NOT FOR POOL APPLICATIONS SEE POST SCHEDULE 11 -GA TENSION RAIL END BANDS BAND ONE LESS THAN HEIGHT IN FEET L4 Lu W U Ln N 0 13- 3/16" 3/16" X 5/8" TENSION BARS RAIL END BAND TOP RAIL: 1 5/8" O.D. SCHEDULE 40 GALV. STEEL PIPE OR 7 GA TENSION WIRE (MUST USE MIDBRACE AT TERMINAL & LINE POSTS IF TENSION WIRE IS USED), TYP. SEE POST SCHEDULE *FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW GRADE 9 GA TIES 24" O.C. (5 MIN PER 10' RUN) SEE POST SCHEDULE 9 GA TIES @ 12" MAX N 12 i6" GAUGE MIN. FABRIC, TYP. 3KSI FOOTER �6-GA TENSION\% IN WELLWIRE W/ RING*SEE HVHZ COMPACTED uJ ��\\;//\\\ - \\\//\\ � TIES TO FABRIC m/\/\ v v \/\ FOOTER NOTE 117, /// SOIL, TYP. @ 24" O.C. w\\/\\\/ v /\\\� w j w i// ///,Lin \/\\\. ZD SE SEE TABLE TABLE TERMINAL POST REQUIREMENTS LINE POST REQUIREMENTS „ jr' 1 TYP. CHAIN LINK FENCE q a ` r 1hl 1 N.T.S. NON-HVHZ SHOWN 'j4, NON-HVHZ (EXPQSURE C): POST/FOOTING SIZE R�4UIRE ENTS� HVHZ ONLY (PER FBC TABLE 2224) (EXPSURE C OR D) POST SPACING (FT) l , ' POSTDIMENS1OW, P�I i WCOTE$, ¢Z�� (DIA. X THICKNESS, ITV.) (DIA. x DEPTH, IN.) (ALL POSTS) (ALL FOOTERS) UP TO 4 POST/FOOTING SIZE REQUIREMENTS OVER 4 TO 5 8 FENCE HEIGHT (FT) POST SPACINGLINE �) TERMINAL POST Dim Nm0N5, (DIA xTF11CCIESS IN) TERMINAL POST FOOTER SIZE x DEPTH, IN.) POST DIMENSIONS (DIA. x THICKNESS, IN.) LINE POST FOOTER SIZE (DIA. x DEPTH, IN.) U P TO 4 10 5 X� O4Z �' 10 x 24 1-5/8 x 0.047 8 x 24 OVER 4 TO 5 10 x 24 1-7/8 x 0.055 8 x 24 OVER 5 TO 6 10 x 24 1-7/8 x 0.065 8 x 24 OVER 6TO8 10 2 0.11I'f: 10x36 2-3/8x0.095 10x36 OVER 8 TO 10 10 2-78 x U 10 - 12x40 2-3/8 x 0.130 10 x 40 NON-HVHZ (EXPQSURE C): POST/FOOTING SIZE R�4UIRE ENTS� FENCE HEIGHT (FT) POST SPACING (FT) l , ' POSTDIMENS1OW, P�I i WCOTE$, ¢Z�� (DIA. X THICKNESS, ITV.) (DIA. x DEPTH, IN.) (ALL POSTS) (ALL FOOTERS) UP TO 4 10 2-3/8 x 0.110 18 x 35 OVER 4 TO 5 8 2-3/8 x 0.110 24 x 33 OVER 5 TO 6 7 2-3/8 x 0.130 24 x34 OVER 6 TO 8 6 2-7/8 x 0.160 30 x 35 OVER 8 TO 10 5 3 x 0.160 30 x 38 GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. DESIGN BASED ON ASCE 7-10 USING V"it= 115MPH / V.W=90MPH (3 SEC GUST, UP TO 6-0" WITHIN HVHZ), V"1i=156MPH / V8.d=121MPH (3 SEC GUST, ABOVE V-0" AND OUTSIDE HVHZ, EXPOSURE 'D' &'C', RISK CATEGORY I, USING THE 'OPEN SIGN METHOD'. 70% OPEN USED IN CALCULATIONS. 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. 4. FENCE AS SHOWN HAS A POROSITY > 80% OPEN. S. ALL FASTENERS TO BE #12 X %" OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. 6. ALL STEEL MEMBERS SHALL CONFORM TO ASTM A500 GRADE B AND CURRENT EDITION OF AISC W/ MINIMUM Fy = 42KSI. CONSTRUCTION/INSTALLATION OF CHAIN LINK FENCING SHALL BE AS PER ASTM F567 AND F1043 IN CONJUNCTION WITH THIS DOCUMENT. 7. ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. CONCRETE FOOTERS SHALL CONTAIN MINIMUM 0.1% FISERMESH CONTENT PER CUBIC YARD. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 8. SURROUNDING SOIL TO BE.COMPACTED TO 98% OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR td CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. 9. ALL WELDING MUST BE DONE BY Al CERTIFIED WELDER OR SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND'VERIFIED BY OTHERS MIN. WELD IS Ys" FULL FILLET WELD. 10. THE CONTRACTOR IS RESPONSIBLE TO' ZNSOLATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. Vii� X11 11. ELECTRICAL GROUND, WHEN: RECUR TO �E D�SIGNSD & INSTALLED BY OTHERS. 12. ENGINEER SEAL AFFIXED HERETO VALDk qT STUCTUTAL DESIGN AS SHOWN ONLY. USE OF THIS ol & SPECIFICATION BY CONTRACTOR, et. al. INMNES-SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCT;ON' RACgCES EYO�D THAT W ICH I CALF.ED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OFffilij PL�y%� "�,� ��. 13. THIS DOCUMENT IS GENERIC AND DOES NOII iPEIT�IN ;.O !{NY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRA SUPiPLIE Dl A AN MFJ1SiJREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERONi_bUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. POST PER ELEVATION TENSION BANDS ONE LESS THAN HEIGHT IN FEET ®ilF��Am N / 16GA GALVANIZED OR P VINYL COATED RAIL ` FIMNG -12 � I HORIZONTAL RAIL ATTACHMENT 1 j N.T.S. SECTION VIEW W ,- 6,1?n .0-I�u O vi o :3LLM U d mall >ULL Z w a Q� CfGv W o N®® � Q ,-IJA 3 100Lu cr,Z �VF ce cn3 C W — to LU .. riClg a UW ,_,^ LuLuV LLZ rI..L Z a V Q HLULU =a U� 0 W N W IL Lu 00 C U 90 ED � p1�j Z (9 OU) iZ o0 N 0 NON-HVHZ (EXPOSURE D) POST/FOOTING SIZE REQUIREMENTS FENCE HEIGHT (FT) POST SPACING POST DIMENSIONS (FT) (DIA. X THICKNESS, IN.) (ALL POSTS) POST FOOTER SIZE (DIA. x DEPTH, IN.) (ALL FOOTERS) UP TO 4 10 2-3/8 x 0.110 18 x 38 OVER 4 TO 5 8 2-3/8 x 0.130 24 x 35 OVER 5 TO 6 7 2-7/8 x 0.110 24 x37 OVER 6 TO 8 6 2-7/8 x 0.160 30 x38 OVER 8TO10 5 3x0.216 30x41 POST PER ELEVATION TENSION BANDS ONE LESS THAN HEIGHT IN FEET ®ilF��Am N / 16GA GALVANIZED OR P VINYL COATED RAIL ` FIMNG -12 � I HORIZONTAL RAIL ATTACHMENT 1 j N.T.S. SECTION VIEW W ,- 6,1?n .0-I�u O vi o :3LLM U d mall >ULL Z w a Q� CfGv W o N®® � Q ,-IJA 3 100Lu cr,Z �VF ce cn3 C W — to LU .. riClg a UW ,_,^ LuLuV LLZ rI..L Z a V Q HLULU =a U� 0 W N W IL Lu 00 C U 90 ED � p1�j Z (9 OU) iZ o0 N 0 FOLIO: II -3205-019-0060 ARTY ADDRESS- N/A OUMER: FRANZ RIVERA JASMIN KARINA RIVERA MAILING: 10255 BISCAYNE BLVD MIAMI FL 33138 - LEGAL: MIAMI SNORES SEC 8 REV M 43-61 LOT 5 LESS E 55 FT 4 ALL LOT 6 BLK 115 EXG CBS WALL FENCE OF ADJOINING PROPERTY NEW 60" H CRAM LINK FENCE ENDS HEIS ---� EXG 60" H CHAIN LINK PENCE ENDS HERE / ,o o �•x*i* , /,/-1% EXG 60" H CHAIN LINK FENCE STARTS HERE ATfMr Y WOODATE ACCESS GATE Vol TO EXG ELEC PANEL AERl,4L PICTURE w �s EXG 60" H WOOD — FENCE STARTS HERE STRTRE ` 2T-00 NEW WOOD FENM NEW 60" H WOOD FENCE ENDS HERE TREE TO NEW 60" H WOOD GATE t// \kl DICE STARTS HERE Anatolia 125.001 ____ EXG 60" H WOOD / FENCE ENDS HERE —CJ NEW 60" H WOOD . EXG Ll FENCE ENDS HEIS GATE I General Contractor $ Custom Metalwork Fabrlctor aacisisaA 6538 Collins Ave, 0116 Miami Beach, FL 33141 Fro: 1-855-5 MIAMI 5 Fax: 1-305-615-8392 officeeanatolia.cc Www.Anatolia.cc NEU) ALUM GATE, WOOI) 8 GNAIN LINK FENCE FOR RUVERA QESODD ENICE 0255 BISCAYNE BLVD _ MIAMI 5�40RE5, FL 33138 EXG 2 STORY CBS RESIDENCE 1 YNE 5LVD �:P®��,�9�=� BY DA-�� G�JUV/fin `0N1"',!'3 DEPT 11171,13 ��TE PLAN !1!;,11= O COMPL ANCE WITH ALL FE ERA G� COUNTY RULES AND RFOULATIONS PROFE55IONAL SEAL NTIAZ AHMED PE 461V Vd 11 /S h OR OTHER TYPE OF LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE YOUR R1 VERIFY HEIGHTS, LOCATIONS, CONNECT., ECT VERIFY ALL CONDITILINS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. GENERAL CONTRACTOR OR OWNER BUILDER OF THE PROJECT 15 RESPONSIBLE TO VERIFY ALL DIMENSIONS IN FIELD. FABRICATION WILL NOT START BEFORE YOUR APPROVAL SIGNATURE DATE DATE OCT. M. 2013 SCALE AS SHOWN REVISION BY SHEET A-1 OF 2 PAGE SM GATE BRA A ITACHED TO STL POST DESIGN CRITERIA WIND DUR FAC.= 133 GAT -11, EXP—C CLOSED BUILDING CdC, 180 MPH WIND IMPORT FACTOR— 1.0 FSG 10, ASCE 1-10 ORNAMENTAL DESIGN MAY VARY AS PER HOME OUNER'S SELECTION 2"xNV&" TOP ALLOY 6061- r -Tr --1 I II I L_ll_J NOTE: ALL METERIAL WILL BE A"�"xV8" EtOTTd1 FRAME ALtA'�IIN{M (11N.0) ALLOY 6061-T6 TYP 3A6" UELDINS GATE TO 5E SECURED AT WIND SPEED EXCEEDING 15 MPH SEE ATTACHED SHEETS FOR WOOD AND CHAIN LINK FENCE PLANS 2 "x2 "x1i4" ALUM TUBE BRACKET} TO STEEL F GATE ROLL ATTACHED BRACKET STEEL POS BRACKET ATTACHED O STL POST w/(4) 012 DS SCREWS PRIN A BRACKET aml AnACHEGDA O STLPOST w/(3) $12 SDS SCRM CHAIN LING FENCE r— TT --I }}� L — ll _ ( FOOTER TOp,412"DBELOW GRADE 24%3El`I�EDDED MCNIRETTE 10 SLIDING GATE NTS ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION LOAD sATCE �OPEFORNEEWINTE�1 GATE OPENER INTERCOM Data 20A 12 GA 1500 CODE REFERENCE NEC 2®05 EXG 125 AMP PANEL IN GARAGE CIR, DESCRIPTON POLE TRIP WIRE LOAD C-22 GATE OPENER I 20A 12 GA 1500 OTAL: IB KW ADDITION TO EXISTING SERVICE EXG:35 6 K + A00:1.5 K TOTAL: 31.1 K FIRST 10.0000 1009a - 10000 A/C LOAD a 100 90 - 10Ad00 BALANCE 4D 401% ■ 6,480 TOTAL - 26,480 WATTS 26,480 / 240 - III AMPS EXU 125 AMPS IS SUFFICIENT I ///V%� I Anatolia Construction LLC General Contractor & Custom Metalwork Fabricator CDC151=4 6538 Collins Ave, 0116 Miami Beach, FL 33141 Phn: 1-855-5 MIAMI 5 Fax: 1-3054515-8392 officefDanatolia.cc www.anatoliazc NEW ALUM GATE, WOOD a CHAIN LINK FENCE FOR ROVERA REMBENCE 10255 515CAYNE BLVD MIAMI 5l4ORE6, FL 33138 PROFESSIONAL SEAL IMTIAZ AHMED P 46102 rwiS LAYOUT 15 THE SOLE SOURCE =0R FABRICATOR AND VOIDS ALL 'REVIOU5 ARCHITECTURAL, STRUCT LAYOUT MUST BE RECEIVED BEFORE FABRICATION T'S YOUR RESPONSIBILITY TO CHECK AND VERIFY THIS LAYOUT BEFORE 51GNWCz CHECK ALL MATERIALS, THICKNESS, SHAPES, DIMENSIONS, HEIGHTS, LOCATIONS, CONNECT., ECT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. GENERAL CONTRACTOR OR OWNER BUILDER OF THE PROJECT 15 RESPONSIBLE TO VERIFY ALL DIMENSIONS IN FIELD. FABRICATION WILL NOT START BEFORE YOUR APPROVAL SIGNATURE DATE DATE OCT. 22,201 SCALE AS SHOWN REVISION BY SHEET A-2 OF 2 PAGE LOCATION SKETCH SCALEToereAU JOB:13-71=05 ^—,! % rlak e„6diaded ; , ,NTv sar : v '.E—'cv✓ro'—ver. •=a�11� '- +az • K• r �. r - a � � t ae• � t ,.�: k 5L OCk-- ' 9 l0 i '�-� k ' Q/ ' !D� N.E: 102r4. ST. 'r m 4W - 3 /a rJ A .00K 'R 'F Jv ^ > 2 S tib Io' it 9 12 13 1 r� `' L L �• N. E. 101 SA7 ST. X/ Q 4°tP` �� ^ 6 S 4 3 2 moi? .ell �UC .� 8 . 'ti gy. t I(o bl±b{ to It 12 1°I3 14 S '� 7 LEGAL DESCRIPTION:Lot 5,less the East 55 feet and all of lots 6 and 7,Block 175, t REVISED PLAT OF MIAMI SHORES SECTION 8,according to the Plat thereof as recorded in Plat Book 43,Page 67 of the Public Records of Miami—Dade County,Florida.— GENERAL (VOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO N/A DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE AE 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. Revised on October 15 2013 CERTIFIED TO: Franz E. Rivera DATE: February 12,2013 APPLICABLE ZONING, UNDERGROUND, ZONING'AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. C3ThiI HEREBY CERTIFY: That the attached Pian of Survey of the above described property is true' and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above -ground encroachments other than those shown. s survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors C pursuant to Chapter 61 G17-6, Florida Administrative Code, Section 472-027, Florida Statues. SURVEYING, INC L.B. NO. 3333 ro D. Alonso TH Pr, Tonal Land Surveyor 6187 NW 167 STREET, H5 Certificate No. 3590 MIAMI, FLORIDA 33015 State of Florida 305/512-4940 THIS IS A BOUNDARY SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 1 to 1 1 It 1 I PLAN OF SURVEY SCALE V= --.p N 9 e.. W Z O y LLI X K )�I 99a ��V+tpDk)a sIPA, 4A A i j �LA iY A + F l e , f�� D 'j j dl AI K T DrA r Na LP \ L0 A... -ARC DISTANCE A/C ... AI CON MON G CBS ... CO CRETE BLOCK STRUCTURE O.U.L.. OVERHEAD UTILITY LINE CL..CI EA CIL.. RAD ... RADIAL ENC... ENCROACHMENT RAN ... RIGHT OF WAY... FIP... FOUND IRON PIPE. O.H...OVER HEAD W.M.... WATER METER DISTANCE P/L-..PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP...UTILTTY POLE R ... RADIUS U.E... UTILITY EASEMENT a -..CENTRAL ANGLE R ... RADIUS PL. -„.PLANTER T ..... TANGENT C.B.._.CATCH BASIN MH.....MANHOLE CLF ... CHAIN LINK FENCE W.F..-.-WOOD FENCE *1 JTER LINE C:H.... CHORD POLIOs 11-3208-018-0®60 PROPERTY ADDRESSs N/A O"M FRANZ RIVERA JASMIN KARINA RIVERA MAILINGS 10258 BISCAYNE BLVD MIAMI FL 33138 - LEGAL, MIAMI SHORES SEC 8 REV PB 43-61 LOT 5 LESS E 55 FT a ALL LOT 6 BLK 115 EXG CBS WALL PENCE — OP ADJOINING PROPERTY NEW 60" H CHAIN LINK PENCE ENDS HERE--, EXG 60" H CHAIN LINK PENCE ENDS HERE EXG 60" H CHAIN LW FELE STARTS HERE A � D t0 UJOOOAPOS,4T�'.CESS NEW 10-01W X 60"H %—ALLJMINLIM SLIOING GATE IT" TO EXG ELEC PANEL AERIAL PICTURE of r EXG 60" H WOOD PENCE STARTS HERE )" H WOOD STARTS HERE NEW 60" H WOOD FENCE ENDS HERE TREE TO EXISTING 46" H ALUMINUM PENCE TO REMAIN --------------------- NEW 60" H CHAIN LINK 166.1g' PENCE STARTS HERE NEW 60" H WOOD GATE PENCE STARTS HERE EXG 60" H WOOD PENCE ENDS HERE NEW 60" H WOOD . EXG POOL PENGE ENDS HERE G ,H- SU13JEC-FI O COIv11'LIANCL VVlll-i ALL FL PIAL) C� I y LC Pi 11 r�nl IN IY HULl �I III ALUM GATE SI TE PLAN 4 Anatolia Construction LLC General Contractor & Custom MetafWork Fabricator 6538 Collins Ave, 1111(o Miami Beach, FL 33141 Phi: 1-855-5 MIAMI 5 Fax: 1-305-615-8392 orriceganatolia.cc wwwanatolia.cc NEW ALUM GATE, WOO[) 4 CHAIN LINK FENCE FOR ROVER A RESUDENCE 10255 B15CAYNE BLVD MIAMI SNORES, FL 33138 /PROFE55IONAL SEAL IMTIAZ AHMED E 46102 ae� 111TIc OR OTHER TYPE OF LAYOUTS. REVIEW AND APPROvAL OF THIS LAYOUT MUST BE RECEIVED BEFORE FABRICATION IT'S YOUR RESPONSIBILITY TO CHECK AND VERIFY THIS LAYOUT BEFORE SIGNING. CHECK ALL MATERIALS, THICI04ESS, SHAPES, DIMENSIONS, HEIGHTS, LOCATIONS, CONNECT., ECT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. GENERAL CONTRACTOR OR OWNER BUILDER OF THE PROJECT IS RESPONSIBLE TO VERIFY ALL DIMENSIONS IN FIELD. FABRICATION WILL NOT START BEFORE YOUR APPROVAL SIGNATURE DATE DATE OCT. 22, 2013 SCALE AS SHOWN REVISION BY SHEET A-1 OF 2 PAGE RIKOUST ATTDAGHED� O S CHAIN LINK FENCE 3°x3aximt, SIGN CRITERIA WIND DUR FAC.- 133 CAT -II, EXP -C CLOSED BUILDING: C3C, 180 MPH WIND IMPORT FACTOR- 1.0 FBG 10, ASCE 1-10 ORNAMENTAL DESIGI AS PER HOME OWNEI 2"A"xV8° TOP FRAME ALLOY 6061-T6— f�1G1GET8 -� r--Tr--1 I II I L -ll- I NOTE. ALL METERIAL WILL BE A WI N N (IIN.0) TYP 3/160 WELDING GATE TO 5E SECURED AT WIND SPEED EXCEEDING -15 MPH SEE ATTACHED SHEETS FOR WOOD AND CHAIN LINK FENCE PLANS t2°OxV8° BOTTOM FRAME ALLY 60611 2 "x2 "x 1/4 " ALUM TUBE BRACKET ATTACHED TO STEEL POST, GATE ROLLER ATTACHED TO BRACKET STEEL POS BRACKET ATTACHED TO STL POST wK4) 012 SDS SCREWS w 12tr *101#1R BRACKET N1S 10,510 E 6061-T6 FRAME SLIDING GATE BRAGIGET ATTACHED TO STL POST w/(3) 012 SDS SCREWS CHAIN LINK FENCE r- _� (_ _ ll _ I ATE BTw4t2° BELOW GRADE 4EMBEDDED IlN ATE ME G GATE ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMNL DESCRIPTION LOAD JUNC FOR GATE �OMM.EER MTERCOM J1,,, INTERCOM DATA 20A 12 GA ISM EXG 125 AMP PANEL IN GARAGE CIR DESCRIPTON POLE TRIP WIRE LOAD 0-22 GATE OPENER I 20A 12 GA ISM OTAL: 1B KW ADDITION TO EXISTING SERVICE EXG:3510 K + AD0:15 K FIRST 10APM 0 10096 - 1000® TOTAL: 31.1 K A/C LOAD Q 100 96 - 10A00 5ALANCE a+ 40% - 6,480 TOTAL - 26,480 WATTS 26,480 240 - III AMPS EXG 125 AMPS IS Sl1FFICIENT Anatolia Construction LLC General Contractor & Custom Metalwork Fabricator cacist=4 6538 Collins Ave, 11116 Miami Beach, FL 33141 PYn: 1-855-5 MIAMI 5 Fax: 1-305-6'15-8392 officegenatolia.cc wwwanatolia cc NEW ALUM GATE, WOOD 8 CHAIN LINK FENCE FOF ROMERA RESODD ENCE 10255 BI5CAYNE BLVD MIAMI 5�4ORE5, FL 33138 / PROFESSIONAL SEAL IMTIAZ AHMED PE dd10? LAYOUT15 THE SOLE 50U FABRICATOR AND VOIDS APPROVAL OF THIS BE RECEIVED BEFORE IT'S YOUR RESPONSIBILITY TO CHECI AND VERIFY THI5 LAYOUT BEFORE SIGNING. CHECK ALL MATERIALS, THICKNESS, SHAPE5, DIMENSIONS, -!EIGHTS, LOCATIONS, CONNECT., ECT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESUL' IN EXTRA CHARGES TO YOU, 3ENERAL CONTRACTOR OR OWNER BUILDER OF THE PROJECT 15 RESPONSIBLE TO VERIFY ALL DIMENSIONS IN FIELD. FABRICATION WILL NOT START BEFORE YOUR APPROVAL SIGNATURE DATE DATE OCT. 22,201 SCALE AS SHOWN REVISION BY SHEET A-2 OF 2 PAGE JOB _13_7145 LOCATION SKETCH TSCAIIE % re+ e„CdMaea • ,'• /. 401.v x B K H.e 75 r- - p ' de rr 1 N.E. 1021,8. ST. L a 1 0 .5 4 -OJv aue. qy 2 9 3, ,a sal•. Jp� a Lam,' C"r N. E. 10% st $ 3 2 ! 17 k� rGe: ��, ' \G)U a 8 ru7' 1, '19 sari' • {6 br ', to I1 t2 t3 t4 16 � _ _- s � ;�'y `�•'. LEGAL DESCBIPTION:Lot 5,less the East 55 feet and all of lots 6 and 7,Block 175, t REVISED PLAT OF MIAMI SHORES SECTION 8,according to the Plat thereof as recorded in Plat Book 43,Page 67 of the Public Records of Miami -Dade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NIA DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE AE 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. Revised On October 15 2013 CERTIFIED TO: Franz E. Rivera DATE: February 12, 2013 APPLICABLE ZONING, UNDERGROUND, ZONING -AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true' and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above -ground encroachments other than those shown. UNITEC This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61 G17-6, Florida Administrative Code, Section 472-027, Florida Statues. SURVEYING, INC L.B. NO. 3333 Lj�ro D. Alonso 167TH Pr lona! Land Surveyor 6187 NW 167 STREET, H5 Certificate No. 3590 MIAMI, FLORIDA 33015 State of Florida 305/51214940 THIS IS A BOUNDARY SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 1 LO 1 1 v' Cn N IN 14 N AV F, PLAN OF SURVEY r 6 a s SCALE 1 /' = --)o' 10 v A C® 6/ ' .x a i� f/ e NM d ., i / t+ - �D qn re��''ja e B' ee ny ^tp P t 6! 1 ' h, �. 1j °;. ° 77 , 14/ p 3` , / y ® / I 'l, b 1A ti T Ci►Ky _�� olwifw� ' ' ' r IMAW Ov 14 V-_ YEmc 1-60, 0®r i Z A .. ARC DISTANCE A/C ... AI CON ON G4 CBS ... CICRETE BLOCK STRUCTURE O.U.L... OVERHEAD UTILITY LINE CL..CLEA O RAD...RADIAL ENC...ENCROACHMENT RIW... RIGHT OF WAY... FIP... FOUND IRON PIPE. O.H... OVER HEAD W.M.... WATER METER w DISTANCE P/L... PROPERTY LINE CONC... CONCRETE F.H. FIRE HYDRANT UP...UTILITY POLE R ... RADIUS U.E... UTILITY EASEMENT w a. ... CENT RAL ANGLE R ... RADIUS PL ..... PLANTER T.._.TANGENT C.B.._.CATCH BASIN MH.....MANHOLE CLF ... CHAIN LINK FENCE W.F...-WOOD FENCE 5A° ITER LINE C:H..-CHORD