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FW-15-1953 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240544 Permit Number: FW-8-15-1953 Scheduled Inspection Date: January 08,2016 Permit Type: Fence/Wall Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PAPPAS, MICHELLE CHERIE Work Classification: Iron/Ornamental Job Address:9999 NE 13 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132050090460 Project: <NONE> Contractor: ALL FENCING AND REPAIR Phone: (954)306-3477 Building Department Comments (2)2'WX6' H 7(1)6'WX2'H &(2)4'WX2'H ALUMINUM Infractio Passed Comments PANELS&(3)A'WX4'H GLASS PANELS &12 ALUMINUM INSPECTOR COMMENTS False FOOTER& 16LF OF PVC FENCE&4'WX4'H GLASS DOOR 4'WX6'H ALUMINUM DOOR 3'WX6'H ALUMINUM DOOR 1 PVC DOOR Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 07,2016 For Inspections please call: (305)762-4949 Page 5 of 24 7-77 7 7-7777 T 77777 7-7- Part -�,w+" Miami Shores Village Pt tT TY ��all 10050 N.E.2nd Avenue NE Wo Q100". liQn/C}rt3amental Miami Shores,FL 33138-0000 Phone: (305)795-2204 3 � tiss.APPROVED FGOAtDp' : . jsse�eDate:; l25JQ1,' Expiration: 02/21/2016 Project Address Parcel Number Applicant 9999 NE 13 Avenue 1132050090460 Miami Shores, FL 33138- Block: Lot: MICHELLE CHERIE PAPPAS Owner Information Address Phone Cell MICHELLE CHERIE PAPPAS 9999 NE 13 Avenue (305)807-2987 MIAMI SHORES FL 33138- 9999 NE 13 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,300.00 ALL FENCING AND REPAIR (954)306-3477 _..._. . Total Sq Feet: 45 Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Other Additional Info:(2)2'WX6'H 7(1)6'WX2'H&(2)4' Review Planning Classification:Residential Scanning:4 Review Planning Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.90 Invoice# FW-8-15-56575 DBPR Fee $2.00 08/25/2015 Check#: 14108 $ 198.80 $50.00 DCA Fee $2.00 Education Surcharge $1.60 08/03/2015 Check#: 14008 $50.00 $0.00 Permit Fee-Wire&Wood $100.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $248.80 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,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-namqdjg=actor to do the work stated. August 25, 2015 Authorized Signature:Owner / Applicant / Contractor gent Date Building Department Copy August 25,2015 1 . 3 d Miami Shores Village g � Building Department V-D 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 03 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/C/'7 BUILDING Master PermitNo. S7 PERMIT APPLICATION Sub Permit No. 24ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL r-IPLUMBING [:] MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ((;�� Mc- CONTRACTOR DRAWINGS JOB ADDRESS:qqc-((�� Nq C 1 City: Miami Shores � County: Miami Dade Zi P:,3,;6 zs Folio/Parcel#: 11-32 CJS- 0®-1 - ®46® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /y Flood Zone: BFE: FFE: OWNER:Name((Fee Simple l �Titleholder):� \C1e��� QlJ1� Phone#: Address: q/"1 q I P , N-4-e a City: m Ibm)�2Alb ceS State: T"�"� Zip: Tenant/Lessee Name: Phone#: Email: �� (��A CONTRACTOR:Company Name: l �e(Ac i l ci w Phone#.CIS4 S®U'��� Address:10042 N W 50 SA City: sem _State: T7l, Zip: Qualifier Name: Haan t ('0C 1 Phone#: State Certification or Registration#:��� 1�1 Certificate of Competency#: DESIGNER:Architect/Engineer: Iy Phone#: �✓ Address: City: State: / Zip: v Value of Work for this Permit:$ 7 '7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ i Alteration I,, 1:1 New F-1 Repair/Replace ❑ Demolition Description of Work: (2) VIA) )( �,t+1 C1 V/� X_21h A (2� �� Y\2% �IuSY'►1()U1m Cknets 1 TL PUC ce l9'I�r 4� m ern;;Ia�1 ®0c \je d00c� S eco i color Mid tile: Submittal Fee$ Permit Fee$ I�v CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ° Signature C'Q e8e, OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged befo a me this The foregoing instrument was acknowledged before me this 2—day of 20 by �day of �l`-', .20 by who is personally known to maw co m k who is personally known to me or who has produces as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• Sign:��Q.1G�KIUV� V V� LLJI Print: aet'.�v�i•� �'ODIE&�my mmMON#� ELOD t94761 Print:ZLLO ��`'•'��;4o COMMISSION O Seal: A•�of��,o� EXPIRES:February 1,MIS EXPIRES:February 1,2018 BondedThruB*dNotarySWI Seal: °'q,� ��` BondedlhruBWWNoe.ry&Mw Zgrt - APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CORACI, MARY ELIZABETH ALL FENCING & REPAIR 10681 NW 17TH PLACE PLANTATION FL 33322 dulationsl With this license you become one of the nearly Ilion Floridians licensed by the Department of Business and Donal Regulation. Our professionals and businesses range STATE OF FLORIDA chitects to yacht brokers,from boxers to barbeque restaurants, STATE F iy keep Florida's economy strong. NT OF BUSINESS AND PROFESS_IONLdREGULATION lay we work to improve the way we do business in order to ' CGC1517256 x'ISSUED: 06/16/2014 ou better. For information about our services,please log onto iyfloridalicense.com. There you can find more information `"' ,ur divisions and the regulations that impact you, subscribe j CERTIFIED GEIJ�F�_ C�ONTRACTOR rtment newsletters and learn more about the Departments ; CORACI,MARY-�ELI�ABETH ti =s ALL FENCING ision at the Department is:License Efficiently, Regulate Fairly. ` stantly strive to serve you better so that you can serve your ars. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. igratulations on your new licensel Expiration date:AUG 31,2016 L1408160000931 DETACH HERE K SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 517256 NERAL CONTRACTOR } below IS CERTIFIED V le provisions of Chapter 489 FS. on date: AUG 31, 2016 ;ORACI, MARY ELIZABETH;-;�a. ALL FENCING& REPAIR`-`--- 0052 EPAIR`s0052 NW 50TH STREET "JNRISE FL�3323 `,' g , _NN. � • Q «: ❑ ■ `' 06/16/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406160000931 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA:GOLDFCOASTGINDUSTRIES INC Receipt#-180-235251 CONTRACTOR Business Name: Business Type: Owner Name:VITO CORACI / MARY ELIZABETH coRAcl--Business Opened:08/09/2010 Business Location:10042 NW 50 STREET State/County/Cert/Reg:CGC1517256 SUNRISE Exemption Code: Business Phone: 954-605-6236 j Rooms Seats Employees Machines Professionals 2 I For Vending Business Only I Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid I 27.00 0.00 0.00 0.00 0.00 0.00 27.00 I I I THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: GOLD COAST INDUSTRIES INC Receipt #04B-14-00010296 10042 NW 50 STREET Paid 07/06/2015 27.00 r SUNRISE, FL 33322 I 2015 - 2016 Client#: 171608 14GOLDCOAST ACOR0. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1� 7/31/2015 THIS CERTIFICATE 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 INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ckRMEACT Jessica Lamar J.Smith Lanier&Co.-Atlanta PHQNE 770 476-1770 FAX 770 476-3651 11330 Lakefield Drive cMAILo End: A/c,No ADDRESS:jlamar@jsmithlanier.com Bldg 1,Suite 100 Duluth,GA 30097 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Ohio Security Insurance Company 24082 INSURED Gold Coast Industries,Inc dba INSURER B:Ohio Casualty Insurance Company 24074 All Fencing and Repair INSURERC: 10042 NW 50th ST INSURER D: Sunrise,FL 33351 INSURER E i INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MWDD MM/DD A COMMERCIAL GENERAL LIABILITY X X BLS5101663453 04/23/2015 0412312016 EACH OCCURRENCE $110001000 CLAIMS-MADE u PR OCCUR EMISES EaE�LErrence $300OOO MED EXP(Any one person) $61,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 ECT LOC PRODUCTS-COMP/OPAGG $2,000,000 POLICY F7 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA LIAB X OCCUR X X US051 Q56634 04/23/2015 0412312016 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED FX RETENTION$10000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) License#CGC1617256 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami,FL 33138 AUTHORIZED REPRESENTATIVE ©19108--30-14 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD #S2728306/M2645510 CVT JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/3/2014 EXPIRATION DATE: 5/2/2016 PERSON: CORACI MARY FEIN: 650793922 BUSINESS NAME AND ADDRESS: GOLD COAST INDUSTRIES IN, ALL FENCING AND REPAIR 10681 N.W. 17 PL FORT LAUDERDALE FL 33322 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 All Fencing & Repair A Division of Gold Coast Industries, Inc. 954.306.3477 July 31, 2015 State of Florida County of Broward Before me this day personally appeared Mary Coraci,who being duly sworn,deposes and says: That she will be the only contractor working on the project located at:9999 N.E. 13th Avenue, Miami Shores, FL 33138 Contra Sworn to(or affirmed)and subscribed this 311*day of July, 2015, by Mary Coraci, personally known. Notary MODIE S.MUML0 110W(MISSION#FF 194761 EXPIRES:February 1.2019 0'e"'0141* Bonded Thru Budget NotarySen ioee 10042 NW 501'Street Sunrise,FL 33351 954-306-3477 Fax-954-530-7524 GCG 151725 www.allfencingandrepair.com Fully Ucensed and Insured American Fence Association Member S�O.REs A onto nmt„ Miami shores Village .�s4. ",�d�� Building Department Rt"`pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. i Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this�day of t 20 1 S By who is pe sonallkno to me or has produced as identification. Notary: AA �°1�'B'A�B�P 1�WIC W IpVt�1�Li® SEAL: * MY COMMISSION#FF 194781 EXPIRES:February 1,2019 Bonded Thru Bonet Notaryftft � cc 'a g � el f VCITY - A d r r I b wo muPP'W .,c'.,.-,,•• B a '..p�grwronto.`.1.�_ `W 1��'. 24.00' IYAd badOr:! sm 9 1- ^L 3 O , BISCA YNE BA Y 29.,0' S00 05'34"E 92.55' o 00-NC SEAWALL 6140' 09n f0� , 22.80• q Q1 nay 0 �� W ?8 ia � m ;n „ w 29.40' 5.00 t" 00' 4.83' nih21' ,tY' ! 2140' 28100' ►Q �, Pc � �'a!• ,ems � a� n n OC n • h N00W'J4*W 50.00'Q— . . •• �•� ?3#"JAI: SLI ••• '20- PARWAP $ o rE.P. NOR TA&71-fJr TH AVeNUE 20' ASPHAL T PAVEMENT . 0:0 Accepted By: roperty,Address: 9999 N.E. 13 AVENUE NOTES: NO NOTES MIAMI SHORES FL 33138 •• •• anovsYOR'S GERTIFIGATION;I Y THAT THIS'SOUNDARY SURVEY'IS A TRUE AND CORRECT REPRESENTATION OF A SU REPARED MY DIRECTION.THIS COMPLIES WITH THE MINIMUM M.E. Land Services, Inc. TECHNICAL STANDARDS, ET FORTH BY THE TE OF FLORIDA BOARD OF PRO"S10 D SURVEYORS IN CHAPTE 17,F#WAAWINIS TIVE CODE PURSUANT TO 472.027.fLOR kSTATUI;S. • •10665 SW 1 90TH STREET . ZWTE43110 • • • : • ; MA4 gL X43157 SIGNED FOR THE FIRM • ••• • PHONE:(306 740-3319 atja g a�� A STATE ILO E, ca�� P.S.M.No.5101 FAX:(305)669-3190 _ NOT V O ELECTRO NATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR LB#:6463 THIS MAP IS NOT VALID 'W9 t AND THE ORIGINAL RAISED SEAL OFA GCEN9E11 OURVWOR 6• = AND MAPPER. •' •• • • • • ' ��• Page 1 of 2 Not valid without all pages. Survey:A-51269 Client File#: 14-1869-- •.: : . "•• ; ; •• Surveyor's Legend F PROPERTY LINEFND FOUND IRON PIPESTRUCTURE B.R. BEARING REFERENCE TEL TELEPHONE FACILITIES /CONC. BLOCK WALL PIN AS NOTED ON PLAT A CENTRAL ANGLE OR DELTA U.P. UTILITY POLE —X—X— CHAIN—LINK FENCE OR WIRE FENCE LB# LICENSE # — BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX —1Hl— WOOD FENCE LS# LICENSE # — SURVEYOR RAD, RADIAL TIE SEP. SEPTIC TANK —b—o-- IRON FENCE CALC CALCULATED POINT N.R. NON RADIAL D.F. GRAINFIELD ———— EASEMENT SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER —— CENTER UNE A CONTROL POINT I.R. IRON ROD S/W SIDEWALK ® CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY WOOD DECK SCREEN BENCHMARK NlcD NAIL 8 DISK SCR. OCONCRETE ELEV ELEVATION PK NAIL PARKER—KALON NAIL GAR GARAGE ® P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL ENCLOSURE ASPHALT P.C. POINT OF CURVATURE ® WELL N.T.S. NOT TO SCALE BRICK/TRS P.R.M. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR ® P.C.C. POINT OF COMPOUND CURVATURE ® M.H. MANHOLE T.O.B. TOP OF BANK WATER P.R.C. POINT OF REVERSE CURVATUREEDGE OF WATER O.H.L OVERHEAD LINES E.O.W. APPROXIMATE EDGE OF WATER P.O.B. POINT OF BEGINNING TX TRANSFORMER E.O.P EDGE OF PAVEMENT ® P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C.V.G. CONCRETE VALLEY GUTTER COVERED AREA P.C.P. PERMANENT CONTROL POINT W.M. WATER PETER B.S.L. BUILDING SETBACK UNE l:J TREE M FIELD MEASURED P/E POOL EQUIPMENT S.T.L SURVEY TIE LINE POWER POLL P PLATTED MEASUREMENT CONC. CONCRETE SLAB (j CENTER UNE ® CATCH BASIN D DEED ESMT EASEMENT R/W RIGHT—OF—WAY C.U.E. COUNTY UTILITY EASEMENT C CALCULATED D.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT I.E./E.E. INGRESS / EGRESS EASEMENT L.M.E. LAKE OR LANDSCAPE MAINT. ESMT. LB.E. LANDSCAPE BUFFER EASEMENT C.M.E. CANAL MAINTENANCE EASEMENT U.E. UTILITY EASEMENT R.O.E. ROOF OVERHANG EASEMENT L.A.E. LIMITED ACCESS EASEMENT A.E. ANCHOR EASEMENT Property Address: General Notes: 1. The Legal Description used to perform this survey was supplied by others. 9999 N.E. 13 AVENUE This survey does not determine or is not to imply ownership. 2. This survey only shows above ground improvements. Underground MIAMI SHORES, FL 33138 utilities,footings,or encroachments are not located on this survey map. 3. If there is a septic tank,well,or drain field on this survey,the location of FFloodmatlOn' such items was shown to us by others and the information was not verified. • 4. Examination of the abstract of title will have to be made to determine recorded instruments,if any,effect this property. The lands shown herein werNumber: 120652 not abstracted for easement or other recorded encumbrances not shown on er: 12086CO306 the plat. 5. Wall ties are done to the face of the wall. Suffix: L 6. Fence ownership is not determined. Date of Firm Index: 9/11/2009 7. Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. Flood Zone: VE 9. No identification found on property comers unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. Base Flood Elevation: 11 11. Boundary survey means a drawing and/or graphic representation of the Date of Field Work: 8/18/2014 survey work performed in the field,could be drawn at a shown scale and/or not to scale. Date of Completion: 8/18/2014 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. 13. This is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom it is certified. The certifications do not extend to any unnamed parties. FLegalription: CK 4, OF SUBDIVISION EARLETON SHORES,ACCORDING TO THE PLAT THEREOF AS RECORDED IN 43, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA so so: :Do . . so • .. . • . .. ... .. . . . .. • erLIKIedTo: CF i:L ERE PA PAS; S ERLI G TITLE PRINTING INSTRUCTIONS: o•, PARfNERG;;6-FE�V4Rr-CITLE GUARANTY INSURANCE; ; . While viewing the survey in any Acrobat Reader, ••• Rs'su—* sors and/dr assigns as their interest may appear. select the File Drop-down and select"Print" Select a color printer, if available, or at least one with •;' 8.5"x 14"paper. ;•: : : • • o Select ALL for Print Range, and the#of copies you• '• • fo would like to print out. Pleas C py below r Policy Preparation Purposes only: Under the"Page Scaling"please make sure you have This policy does not insure against loss or damage by reason of the following exceptions: selected"None." Any rights,easements,interests or claims which may exist by reason of,or reflected by,the following facts shown on the survey prepared by MIGUEL ESP/NOSA dated Do not check the"AutoRotate and Center"button. 06118/2014 bearing Job# A-51269 Check the"Choose Paper size by PDF"checkbox. .. •a)NO NOTES ••• • Click OK to Print. .'; ;••• ... . . . . *so . ; L4nSrvio M.F: d e �es;'rtc; ;E 10665 SW 190TH Street, Suite 3110 MIAMI,FL 33157 PHONE:(305)740-3319 FAX#:(305)669-3190 LB#6463 WWW.MeLANEI$E12NEICES.COM Survey:A-51269 Client File#: 14-1869 •• ••• • 6 • • •• Page 2 of 2 Not valid without all pages. _ (Aw- a U WORK: GENERAL NOTES: :ZY X2 SCOPE OF � 1) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF 00; zw $ci= 8 GLAZING FENCE INSTALLATION RECOMMENDATION SUPPORTING THE LOADED GLAZING SYSTEM AS VERIFIED BY .0 p Q� � I THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED 1 Z 3 w�J�j p o W BY OTHERS MUST PROVIDE SUFFICIENT, SOUND ANCHORAGE SPECIFIED SYSTEM. NO WARRANTY OR GUARANTEE q c� a FOR THIS CI ��� 11P-8 a TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS n z n ao a w OZ OFFERED WITH THIS CERTIFICATION. $ a S Z o z Z ABBREVIATIONS STRUCTURAL NOTES: 2) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES z o�z�oZSvi�t � THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY, BUT IfArtiggoig z c z m 8 ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2014 FLORIDA BUILDING SHALL REMAIN IN CONFORMANCE WITH PRODUCT APPROVAL $ o M.O. MASONRY OPENING�� REQUIREMENTS AND LIMITATIONS OF THIS PLAN. THE F CODE.DESIGN FORCES PER ASCE 7-10 USING V It=115 MPH,VASA=89 MPH(3 SECOND m R.O. ROUGH OPENING GUST), EXPOSURE 'D', OTHER STRUCTURES (SOLID FREESTANDING WALL), Kd=0.85, AUGCONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO v QY. n� F.S. FRAME SIZE HO 3 2015 INSTALLATION,AND VERIFY THAT PROPOSED DIMENSIONS AND ,�,,, BY. DATE: Kzt=1.0,Kz=TABLE 30.3-1,G=0.85,B/s=5.14,Cf=1.35. FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF _ D.L.O. DAYLIGHT OPENING THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED A.F.F. ABOVE FINISHED FLOOR WIND PRESSURES: (ASD)37.84 PSF BY: SYSTEM LAYOUT,COMPONENTS SELECTED,AND INSTALLATION. STL STEEL ALUM ALUMINUM THIS DETAIL IS PREPARED AS A SITE SPECIFIC DESIGN.TYPICAL FIELD CONDITIONS HAVE 3)THE GLASS RAILING SYSTEMS ARE TO BE THE BRANDS AND HORIZ. HORIZONTAL MODELS AS NOTED HEREIN. SUBSTITUTION OF ANY PART IS U Z a VERT VERTICAL BEEN ASSUMED. THE INTEGRITY OF THE EXISTING STRUCTURE HAS NOT BEEN VERIFIED NOT PERMITTED UNLESS SPECIFIED OTHERWISE HEREIN. ALL O VERT ELEVATION BY THIS ENGINEER.THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL A MATERIALS USED & FABRICATION METHODS SHALL CONFORM pp DESIGN PROFESSIONAL APPROVES THE HOST STRUCTURE AS BEING ABLE TO TO THE MANUFACTURER'S PUBLISHED AND APPROVED W m N.T.S. NOT TO SCALE ACCOMMODATE THE NEW DESIGN. APPROVAL OF THE HOST STRUCTURE FOR USE REQUIREMENTS. Z U N/A NOT APPLICABLE SHALL 8E AT THE DISCRETION OF THE BUILDING OFFICIAL AND/OR SEPARATE P.S.F. POUNDS PER SQUARE FOOT ENGINEERING CERTIFICATION. 4)THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THE x REQ'D. REQUIRED NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM a TYP TYPICAL INSTALLATION. COMPONENTS AND FASTENERS NOT 44 SHOULD ANY SPECIFIC CONDITION DIFFER FROM THAT SPECIFIED HEREIN, OR REFERENCED WHICH ARE PART OF THE INTERNAL FABRICATION BOV.ITT. VERIFY IN FIELD STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE OF THE SYSTEM SHALL BE PER MANUFACTURER PUBLISHED cr) vj CS 0 RI REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING SPECIFICATIONS. r-I W r M.P.H. MILES PER HOUR O.C. ON CENTER CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS 5) EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO W O w A ' go KSI KIPS PER SQUARE INCH DETAIL. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESSES OF Z ►�' L.M.I LARGE MISSILE IMPACT STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS STUCCO OR OTHER FINISHES. S.M.I SMALL MISSILE IMPACT CERTIFICATION AND ARE NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR.SPECIFICATIONS. 6) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL ~ W DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY THE PERMIT HOLDER/CONTRACTOR, et. al. INDEMNIFIES, DEFENDS, &SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGESJI i SYMBOLS INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &CONSTRUCTION L j LO L;j LO LiJ LO PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, L() 0-- ELEVATION MARK t STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. a~I'7 O(0 0(0 o t0 0_ I'0 C4 N N O-- DETAIL MARK ` 7) EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO x 0 I) r r r ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE in LO J -- SLAB/STEL]- LEVEL .. p INTENDED. ZQ -- REVISION NUMBER y g 8)USE OF THIS DOCUMENT CONSTIUTES ACCEPTANCE OF THE T PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND Uz Z LLJ m m m / L INSTALLATION REQUIREMENTS. Z N V p -- REVISION CLOUD LijE- q-()fZ Z 0 W 9) CB ENGINEERING SERVICES, INC., HAS NOT VISITED THIS Z Z 3 L� 5 O ]OBSITE. INFORMATION CONTAINED HEREIN IS BASED ON lU N w Q CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. CB U V) p Q p Q >U -- MID ANCHOR 12 G ERVICES INC. SHALL NOT BE HELD ® '° ENGINEERING S O RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR 0 -- SPLICE JOINT V)z INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD ��`� •••• • -- VERIFIED PRIOR TO CONSTRUCTION. CB ENGINEERING ' ���4Ik • SERVICES, INC., SHALL BE NOTIFIED AND GIVEN AN •.•y\ '�•�N'. OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY • • •• U OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION ?7 315 •• ••• • • •• • • • v OF EXISTING FIELD CONDITIONS AND FABRICATION AND 140. • • • ' ' 2 � o • • •• • : :•: '• �� ® � � INSTALLATION OF MATERIALS. • ': : : : • • • • O ••• •.• •• • • • '• C �' " 10) SEALANT AND WATER PROOFING SHALL BE APPROVED BY S'F♦ATS v� OTHERS AND IS NOT IN THIS CERTIFICATION. 10 • Q'; • ••• • • • • • • �. ° 11) AW SPECIFIED PAINT SHALL BE THE EQUIVALENT TO THE ''� •"� ,�� • ONE ON ORIGINALLY TESTED UNIT. FL 4JON ••: :• ••• • • • JULY 12) CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED FOR ANY KIND OF GLASS BEING USED. SHEL2 --1 1 of 3/8" OPEN BUTT 11w;1ligntmwo JOINTS BETWEEN " Piz GLASS PANELS TYP. 3/4 THICK TEMPERED .z . ,gym Ia Vr 5'-0" TYP. 2 GLASS z z�'�z k w is vi § v�� 2 s a z ain� � bei to I REV: BY: DATE: M z 0 W � z00 0 c/] ALUMINUM RAIL BASE co c 1 NEW PRIVATE FENCE ON GROUND 6063-T5 .� w r , w SCALE: 3/4" = 1'-0" ELEVATION VIEW W A Z --}-3/4° 3/4" THICK TEMPERED V.j LO L;j LO L;j U-) I I GLASS v) oto N co 0.900" O Li oo° 11/a° � I� n Trp• ALUMINUM BASE SHOE, o U7 J BASE VINYL 6063-T5 MIN. ALUMINUM BY Z LL- TRIM TACO METALS (CATALOG NO. Q A42-0531AEY12), TYP. Z Z L > m } GLASSWEDGE AT 14" O.C. Lu -q-cr- Z Z W TYP. Z t,.. O Z 9 3 BASE VINYL a 1/2" DIA. HILTI HAS RODS WITH 1" WASHER J '� O W-I J W M SETTING BLOCK SET IN HIT-RE 500 ADHESIVE EPDXY AT 8 U „�,,,� Q o Q >U (NOT SHOWN) O.C. (3" FROM ENDS), 4 1/2" EMBED. INTO CONCRETE (F'c= 2,500 PSI MIN.), 7" FROM ANY CONCRETE FACE AW. C , '• , n `�. . •• 3/a• 77915 •• ••• • • • • : • 5/16 v _ U: Ivo. • • • • • • • MIN. 00 TATE ••• ••• •• OF .: •• Sr • • 2 TYP. GLASS FENCE ON GROUND JULY �' , ' 015 2 SCALE: N.T.S. SECTION VIEW SHEET ••• • : ; : • : . ••• 0 2 of 2 Standard Fence Lattice Option Fence ° IE12'WI Fencing Plan View a ---- --- ------ --- -- - - ------ - - - ----- - -- Drop Rod Detail i y •,�i�;••,•�•4;i��,•�.�•� �i,•�•�•�������•�,���i,,�•� 7/8" U Channel aa_ /8"Ll h n I - - - - -- - --- - - - - - --- on Both Sides m n Si es B�o `O o ' ' 61 Fencing Cross Section " „ � m 5x5 x0.160 (Minimum Thickness) Lxn_C Line Posts Lqad t° r Embed 1" `o E 0 Miminum w x o a° N C0 2"x7"x0.080"or 1.5"x5.5"x0.080" 7/8"x11.3"x0.055"or 7/8"x6"x0.055" ioc Ribbed Top, Bottom, Tongue&Groove Boards - --- -- - --- -- -- - - -- - -- - -- - ------ ---- 9 &Intermediate Rails in Hinge Detail Latch Detail x ; — 6'Center to Center ' LO ; Post Spacing ; Grade Ve i Grade 2500 PSI Concrete ; a 6 each 7/8°x11.3°or m �. for Footing and ; 11 each 7/8"x6"Tongue ; :1 a 0 a° � Filled Posts �12 &Groove Boards Standard Gate Lattice Option I Adjustable Self-Closing Automatic Latch with rM 5-Maximum_ _ ____ __ _ _ _Fi'-Maximum___ _ __ Hinge with#14x3/4" #14x3/4"Self-Tapping ••••••••••••+• ••• •••••• Self-Tapping Hex Head Hex Head Screws . ........................ •i• r .. . .........i iiiiii i�i'i�i�i'i•i iii s� Screws 6 on All Sides .. ........................ E LO 7/8"x11.3"or E o: 7/8"x6"Tongue& E E O Groove Boards E M 1* 7/8"U Channel General Notes for Design & Installation: io on Both Sides 1. Design complies with requirements of the Florida Building Code 2010 Section 1615.2, related 2"x6"xo.100"Gati to high velocity Hurricane Zones, and the American Society of Civil Engineers 7-10 for a wind Frame Verticals speed of 115 MPH (Category 1 Hurricane, 3 second gust), Exposure C with a Flexural Strength of __ --- --- - __ _ ____ __ _ ___ ___ _ __ __ least 9700 PSI. 2. Footing and Post shall be fully consolidated with 2500 PSI concrete for the entire depth of footing. Recess 1.5" on 2"ClearanceGrade 3. The design of this fence is to be used for perimeter enclosure of spaces that are At-Grade only and Top&Bottom Above Grade shall not be used for any application that requires safety rails or barriers. Fully Welded Comers NOTE: All posts that will be used for gate locations 4. No changes are allowed without written authorization from the Engineer of Record. on All Sides shall have a minimum wall thickness of 0.250". 5. All exposed visible ends shall be provided with caps or covers. 6. All rails shall be notched twice on each side as shown on the Post Notch Detail. Post Notch Detail Plan View Post Notch Detail Cross section 7. All U Channels shall be attached to the posts using one of the following options: 7.1 #143/4" Stainless Steel screws @ a Maximum of 18" on centers. Minimum 1.5" 7.2 Clear PVC Cement applied full length to all elements. 7.3 Structural Silicone Adhesive applied full length to all elements. • : .M PP 9 Centered on F3ost •• ' • ' • •• ' '_ General Notes for Materials: "• Rail Notches(2) 5"1 Pot •• .• • • • 1. All PVC extrusions shall be made of PVC Resin that complies with ASTM 1784, unless on each s &Crimp side NOTE: All hardware is pQwdWcoated• ••• Use�air�il manufacturer otherwise noted. or stainless steel. • • •. : : starld4d notching tool • • i•• ••• •• • on the sides f7 • Scale: 0.4 = 1 .0 All Fencing & Repair ' ' ' • 10052 SW 50th Street, Sunrise, FL 33351 PVC Fence Design Designed By: Phillip W. Stevens, PE ••� ... Florida PE 54089, Date: 02/16/2015 GENERAL NOTES (INSTALLATION): • Design complies with the requirements of the Florida Building Code 2010 Sec. N 1615.2&ASCE 7-10,wind speed 122 MPH, Exposure D. • Footing/post shall be fully consolidated with 2,500 psi concrete for entire depth of footing. • All openings shall be less than 3-11/16°and shall be able to reject a 4°sphere. • No changes are allowed without written authorization from the Architect. • All exposed visible ends shall be provided with caps,closure plates,or covers. a� • All aluminum extrusions shall be made of alloy 6063 Temper T-6 unless noted otherwise. • Colors: Powder Coated-Black,white,bronze or ivory. m CONNECTION NOTES (INSTALLATION): C3 11-7-W 1. SOIL @ GRADE POST CONNECTION: 14'-0" 1.1. Anchored In 16°0 x 36°(2,500 psi)concrete. RT 2. HINGE TO POST/FRAME CONNECTION: ' 2.1. 6°x 6°x 0.25°Aluminum Plate Full fillet welded to Post. RC 3. FRAME CONNECTIONS: 3.1. Provide full fillet welding at all frame joints and grind smooth. PC N 4. TUBE/RAIL/PICKET CONNECTIONS: c GP 4.1. Provide full fillet welds at all connection/intersection locations. '3 � pppyCCC ti S po As �S 1 � O g `ff P i O PI 4 r' r ID DESCRIPTION SIZE THICKNESS REMARKS k , ® Aluminum Backer See Eevabm .03130 Tek sm w(12'o c.)or spot weld(17 ox,) CF Conaebe Footing 1 6'0 x 36'd NIA 2500 pd(Minimum) C o GP Gate Post 6°x6' 0250' Alumimun N CF f HIe NIA NIA Capt Aluminum Block tfmge C € g E z Podcap Matcl post sQe NIA Pyramid Topped Cap LL 'i La caM[JU PI Picket 314'x 314° 0.066' Sevatbn to be field dete*ed © RecangularChannel rxr o.125A r ® Rectangular Tube 2'x V 0.125; Use for Wed Cate Top Rall •— ,,., Square Tube 2'x 2' J 125' Use for Bottom 8 Side Frame EAN m \\/ ;l' t� / \\/ \ COMPONENT GENERAL NOTES(Design and Installation): Q E \ 1. The gate maybe either manually operated or electrically operated. Should the \/. \\ <.. \/ \/ electrically operated style be installed then provide electric via 3/4°PVC underground Z Q U conduit to 20 amp dedicated circuit(field verify). A , cn ca ca CD VA \VA \\ VA/ VA\ VA\ VA\ \ \\ AVA /\ / V// V/\ A/j ��! � • • • \ X/ V//. VA/. CU • \ : ca Q Cn ° 'm Swing Gate Elevation . . • ••• : °` " Com onent Schedule 5 scale: 112"=V-0" . Scale: Not to scale = AL41 W . y Two Rail St le LP Three Rail Style Three Rail Style Optional Post to Wall Connection PI 6'Maximum Center to with Bottom " 4 Maximum Thrul Picket 4 Maximum ID Descwpnon SIZE c ss REMARKS Center Post Spacing = CF concrete Footing 10•team.x 24" WA Minimum 2500 PSI CP Concrete Past Mount FILL TO pOST WA Alternate Installation Io Concrete Deck DR Drop Rod 316'diam.x 24" WA Standard Drop Bch m _ � GF Gate Frame 2-1PYx2-1/2' 0.100' All comers fully weld N O2 HI Hinge WA WA Standard 4'Hinges 2 QS HR Horizontal Rall 1 6d8'x1d/8' 0.067 41 E O 4) m O E y -- KS Knox Box TBD WA Coordinate with Local Fire Department LA Latch wA wa sten lard setrdoccing Latch o = - g.� o U _--. a O ED U ;__ LP Line Posi 2-112'x2-112' O.QIiO° FGP Gate Post 2-177x2-1/2' 0.100' PC Post Cap 2-1174-11W WA PI Picket 1"x1' 0.067 WC Wall Clip 1-3!8'x1-114' WA Grade ' ' 4"Maximum CP See Post Connections 24" 2"Maximum LffeSee Post Connections Grade HR t CF 10 ; ; " I HR PC KB LA G I PC General Notes for Design: Leaf Varies 1. This design is for at-grade railing installation ONLY. Installations above grade shall be designed for specific conditions for the location. 6"Maximum 2. Design complies with the requirements of the Florida Building Code 2010 Section 1615.2 and ASCE 7-10,V ultimate= 122 MPH for Category 1 PI hurricane with 3 second gust, Exposure D. 3. Installation may be either mechanically connected(screw)or fully welded. 4. Gate leaf,singe or double,widths can be installed up to the allowable size as shown in the Gate Detail. Should a double leaf gate be installed,the HI Latch and Drop Bolt shall be installed per the local requirements. 5. All openings shall be less than 3-11/16"and shall be able to reject a 4"sphere. E 6. All exposed visible ends shall be provided with caps or covers. GF = 9 E 7. All hardware used for pool fencing enclosures shall be automatic,self-closing and self-latching. Magna Latch and Lokk bolt shall be used in a pool E c 0 fencing application with latch location a minimum of 54"above grade. GP c 8. NO CHANGES are allowed without written authorization from the Engineer of Record. E o c 9. All fencing designs have been designed with a minimum of a top and bottom horizontal rail. Additional intermediate rails may be added without g 7 affecting the engineering design. The bottom rail is typically located 2"above grade buy may also be located up to a maximum of 6"above grade. All c Zo picket thru rail conditions shall be fully welded or mechanically fastened(screw)to top or bottom rails. HI v 0 10.Fencing line shall meet the maximum height from grade as measured T from either side of the fence centerline. General Notes for Materials: 1. All aluminum extrusions shall be made of alloy 6005-T-5 Alloy with a minimum of 35000 PSI yield strength unless otherwise noted. Lath Detail 2. All hardware used for pool fencing enclosures shall be automatic,self-dosing and self-latching. Magna Latch and Lokk bolt shall be used in a pool fencing application. 4"Maximum a 3. Component/Manufacturer List: All components are D&D Technologies items. Hinges(Part M TCA1 WTL2-MK2),Lokk Latch(Part M MGHDD1019), Grade--"'v rade 4"Typical ' ' ' ' -, Magna Latch(Part* 24"Metal Drop Bolt(Part* NW38305N-24SSW),24"Lokk Bolt(Part#: MGHDR1061 WT) I I CF t t 2"Maximum N Lokk Latch Connection Notes for Installation: 10" i u' 1. Post Connections: 1.1 Post at Grade: Anchored in 10"x24"concrete with a minimum 2500 PSI concrete. 318"diameter Drop Rod Drop Rod Detail 1.2 Post Attached to Concrete Deck: Pre-manufactured Aluminum Post Shoe anchored with two(2) 1/4"diameter x 3-1/2"Tapcons with a minimum 3"embedment. &Guide with four(4) • �•. 0 .e• Automatic latch with 1.3 Post Embedded in Concrete Deck: Core drill concrete 4"diameter x minimum of 3"dee and set into deck with high-strengthrout with a #12x318"Tek Screws m ; s, ; ; ;.: per man Tek screws P9 � , per manufacturer minimum of 10000 PSI strength. Lokk Bolt ' •• • • „ a requirements 2. Wall Clip Connection:Pre-manufactured or 2"x4"xllff aluminum bent plate. Aluminum to concrete connections shall be 1/4"diameter x 2-1/4" Tapcons with a minimum of 1-3/4"embedment. Aluminum to Aluminum connections shall be made using one(1)#8x1"Tek screw per receiver. A single connection Is required and additional connections are acceptable and allowed. DR • ' • Magna Latch 3. Rail/Post Connection: One(1)#8x1"Tek screw. • . . ® 4. Rail/Picket Connection: One(1)#8x1"Tek screw. Embed 1" ••• — Miminum - '• ... Scale: 0.4" — 1 .Or All Fencing & Repair •; �•� Designed By: Phillip W. Stevens, PE 10052 SW 50th Street, Sunrise, FL 33351 ' ' ' •�• Aluminum m i n u m Fence Design g n ••• • .•• Florida PE 54089, Date: 02/16/2015