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RC-13-428Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 188251 Permit Number: RC- 3- 13-428 Scheduled Inspection Date: April 01, 2013 Inspector: Bruhn, Norman Owner: Job Address: 429 NE 102 Street Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: CONINMAQ LLC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060170790 Phone: (786)2854073 Building Department Comments INSTALL STAIR RAILING ON FRONT ENTRANCE STEPS AND LANDING PER REQUIREMENTS OF INSURANCE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 29, 2013 For Inspections please call: (305)762 -4949 Page 21 of 29 31(0116 QN4 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 lc Permit No. ))'' PERMIT APPLICATION Master Permit Nor'-NC' (3 r LI c Permit Type: BUILDING ROOFING JOB ADDRESS: 429 NE 102nd Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel #: Lot 16 BLK 92 Amd Plat of Miami Shores Sec 4 PB 15 -14 Is the Building Historically Designated: Yes NO X Flood Zone: D, X OWNER: Name (Fee Simple Titleholder): Regal Estate Inc Phone #: 305- 458 -7134 Address: 8650 Biscayne Blvd City: El Portal Tenant/Lessee Name: Stephen Meador Email: smeador @cablespeed.com State: FL zip: 33138 Phone #: 305 - 613 -0699 CONTRACTOR: Company Name: CONIN MAQ, LLC Address: 16741 Royal Poinciana Drive City: Weston State: FL Qualifier Name: Ana Gutierrez Phone #: 786- 285 -3073 zip: 33326 Phone #: State Certification or Registration #: CG C1514716 Certificate of Competency #: Contact Phone #: Maria Espinosa Email Address: maria @westsideiron.com DESIGNER: Architect/Engineer: Paul Pineda, SE, PE 61808 Phone #: 305 - 385 -2523 Value of Work for this Permit: $1087 Square/Linear Footage of Work: 9 linear feet Type of Work: ClAddition ❑Alteration rii ew ❑Repair/Replace ❑Demolition Description of Work: Install stair railing on front entrance steps & landing per requirements of Citizens Insurance & in accordance with FL Building Code Color thru tile: *********** : *:*:* **** * ** * *** **** * ** * * * ** ** Fees***********:*:* *** ** * * ***** * * ** ****** ** * * ** * ** S© AO d Submittal Fee $ �� l Permit Fee $ /� G CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE l ♦ � 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At I( 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 srosted notice, the inspection will not be approved and Qreinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 77 day of TTY , 20 13 , by -DCtAtLe,/,t e who is personally known to me or who has produced NOTARY P, Sign: Print: My Commission Expires: As identification and who did take an oath. IC: Signature Contractor The foregoing instrument was acknowledged before me this Z. day of , 20 13 , by 4A64 6 /./ T E fR-F 2. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY o`' 1`j'` "'N JAPNVIE A RI HARDSON bii EXPIRES: October 1, 2014 * fop Bonded Thru Notary Public Underwriters Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: i AViA SW el Rodda Evokes W24, 2016 351 NMI it * *anal NON Ass My Commission Exp Zoning Clerk • 02 -14 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER 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: PERSON: FEIN: 02/14/2012 GUTIERREZ 651013600 BUSINESS NAME AND ADDRESS: CONINMAQ LLC 18741 ROYAL POINCIANA DR WESTON FL 33326 SCOPES OF BUSINESS OR TRADE: 1- GENERAL CONTRACTOR EXPIRATION DATE: 02/13/2014 ANA IMPORTANT: Pursuant to Chapter 440. 05(14), F, S.. an officer of a corporation who elects exemption from this chapter by tiling a certificate of election under Otis section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), 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 11, at any time after the filing of the notice et 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 tho certificate to meet the requirements of this section, ()WC- 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 ** QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 02/14/2012 EXPIRATION DATE: 02/13/2014 PERSON: ANA GUTIERREZ FEIN: 651013800 BUSINESS NAME AND ADDRESS: CONINMAO LLC 10741 ROYAL POINCIANA OR WESTON. FL 33326 SCOPE OF BUSINESS OR TRADE: t• GENERAL CONTRACTOR F 0 L D H Et R IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer elects exemption from this chapter by filing a c older this section may not recover benefits or cnaoter. Pursuant to Chapter 440,05(12), F.S., Certificates exempt.. apply only within the scope of the bus he notice of election to be exemot. of a corporation who ertificate of election compensation under this of election to be iness or trade listed on E Pursuant to Chapter 440.05113), F.S.. Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation 1, at any time after the filing of the notice or the issuance of the certtfioate, the person named on the notice or certificate no longer meets me 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. QUESTIONS? (850) 413 °1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. MC- 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GUTIERREZ ANA BEATRIZ CONINMA LLC 16741 ROYAL POINCIANA DRIVE FORT LAUDERDALE FL 33326 -1542 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better. For information about our services, please log onto www.myflorldallcenae.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE DATE STATE OF FLORIDA AC 1` (-, ;i, i� ? �, :j DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1514716 08/31/12 12806523: CERTIFIED GENERAL CONTRACTOR GUTIERREZ, ANA BEATRIZ CONINMAQ LLC IS CERTIFIED under the provisions aY c .489 expiration aatei AUG 31, 2014 L12083103330 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12083103331 BATCH NUMBER :V LICENSE NBR 08/31/2012 12806523. CGC1514716 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 GUTIERREZ, ANA BEATRIZ CONINMA LLC 16741 ROYAL POINCIANA DRIVE FORT LAUDERDALE FL 33326 - 1542-, RICK SCOTT GOVERNOR rst®rnt AV AO t]Cr1t Ii®Cr■ rt./ i Ain, KEN LAWSON SECRETARY CERTIFICATE OF LIABILITY INSU CE I PRODUCER PM lOcuratice Gt OcD 10067 4W 40: Miami, FL 3110 PlimleP05)22.144?4 INSURED C�ninmaq LIC 16741 Royal POIOCIRTIE Weston FL 33326, 1 DATE (MANDoliT) 03/35/13 ---------- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS t40 RIGHTS UPON THE CERTIFICATE HOLDER. rits CERTIFICATE DOES NOT AMEND; EXTEND OR _ALT.BYtThl...0MMOBAffORDERIY_MEPOLIMIXL9W,... INSURERS AFFORDING COVERAGE NAIC A. way3ERA,FitPLIBLIC-VANGUARD INSURANCE itsIPUBER INSURER C:. INSURER IX INSURER E COVERAGES INSURER F;::. THE POLICIESOF INSURANCEUBTEDRAVE BEEN ISSUEOTOTHE INSURED NAMED MOVER* THE POLICY PERIOD INDICATED. NoTWITWANDwO _ . . .... _._ ANY REQUIREMENT; TERMOR.coloTiots or. ANY toNTRA0T. OR ono oacum-EAT WITHRESPEOTTOWHICH TRIS(ERTIMATE MAY BE ISRUEP OR MAY PERTAIN. "OIEINSLIIIANDEAFFokit! BY THE POLIDIESDESCRISED HEREINISSUBJECTTOAL THE TERMS. EXCLUSIONSAND C0Notrt0N4oF 4uom _Fogo,pAddREoAt'umrtp; SHOWN MAY HAVgeEtta.REDUCED BY PAID CLAIMS ... Pm Aom, ma TYPE OF INSURANCE POLICY NUMBER DATEAmblyyyl ---. ' . Poucy EFFEcTNE GENERAL.LIABILOY- R COMMERCIAL GENERAL LIABILITY. PG,LS003272-13:: 01/30/13 ,. DO CIAIMSMADE 0 .0eCtfit oEt AOGREOATE LIMIT APPLIES. PER POUCY ,RWECT 0 Loo OMOBILE LIAR ANY AUTO Al L °MED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE UMRLITY ANY AUTO cassiumBRELLA.LiAtuuTy El OCCUR 0 .Ctik1t0.14Apg o DEDLIC.TIBLE Q. REvENTIoN $ WORKERS COMPENSATION AND EMPLOYERS! LIABILITY E v PROPRIETOR-it PARTNER t EXECUTIVE OFFICER /MEMBER PCP/A/OEM !fps, describe under _ SPECIAL PROVISIONS below F. DESCRIPTION OF OPERATIONS/ LOCATIONS /*VEHICLES./ iii,ai.xisioNs ADDED BY ENDORSEMENT t • P *SONS GENERAL LIABiLITY Limns mon OCCURRENCE 01/30/14, ixiovpq tio.kgargo. Itati00 •ES.. Ea, •,.. . , P (Aitythe, __VIDOI PERSONAL SAM/ INJURY giggfma.,AOGREGA TS-COM INOP ADO- COMBINED SINGLE MIT agoklentl__ BODILY INJURY Per BODILY INJURY iffp.r.**4), PROPERTY:: DAMAGE -1- TAr 443104 AtITOONLY,E,A .10I NT I OTHER THAN JM EACH OCCWIENCA. 1:A000E4Tg f... T EL EA APPOENT I - E.L,DisvAse - EA EMPLOYEE <,.! . , — .. — 1 EL. oisEAse - potty umiT CERTIFICATE LDER MIAMI SHORES BUILDING DEPARTMEN' 10050 NE SECOND AVE MIAMI SHORES, FL 33138 ACORO2512001108) QF t. Nt • CANCELLATION. .P4 _ SHOULD ANTOFTREABovE DESCRIBED MUMS, 0/CELLED BEFORE 'ME. . . . . EXPIRATION OATETicteRtoTHgtssUIN8.1matiRERAMLL. FADEAVORTOMAIL. DAYS WRITTENNOTICE TO,. ECERTIFICATE :HOLDER NAMED TO THEE-6T, BLO FAILURETODO SOS IMPOSE N *OBLIGATION OR:LIABILITY OP:ANY KINDUPott THE *smolt, ITS A PRESF-NTAIIVES, . AUTHORD:ED REPRESENTATIVE ----- +�.w \ ' yAt�d.M4: •YG) � T�c^ T kk; 1 4v•i 4 1 1 • &i 1•a�ki si b•�Q7 g- h. "� a �Y�A; Khi M. CM, 1:..:.:p !.:_ �i •i •. \. ."� 5 . :+` c ; u : :.':C. 7 i T� ? ^' rd "i ' 'i +y • I ro p veIt\Lp 6 v, :i i� 9 f� 1 sl:r V i t''\F•� �.t}V`s+ �c , .au s - i .. i �' iWC E r}yAPk +�j j�*i e�•:i•.,�" w.�.>ar`N•..__ L.' "�:� .i .G.. aii' •S _Lilg fwgn..; yTul. :Ei 'i:.s' .�• a �a7746 THIS IS NOT A SILL -. 00 NOT PAY RENEWAL STATE 1 j.4fl664 .LI x,T WIWNWilletrm NINO BUS 1N DADE CO P03n AGO PAM PEWIT NNO.231 OWNER GON•INPAQ LLC Ib l I;R DOMINO CONTRACTOR WOR(C 2tS rieR vu DtYUAW,'c< '1R9 ek#i19 c�A� avan. errrewe 09124/2012 0228412400X 80047D<44 8ER OTHER 8 @E ZOOO /ZOOOI2 D0 NQT PORWABD GQNINMA LLC CLARA GUTIERRRZ I074 I ROYAL PDXN01ANA PR WESTON EL 3326 I. hlitt,,,r6i,I Onlidl hhil,ul dsh,h,,OMMI 311 `NOJI 30I81338 VN8L'999OE XVd Wd80 :9 BLOZ /b0 /E0 ORDERED BY: Stieriit t'1!'or. , PERDIGON TITLE SERVICES Robert T. Perdlgon / 305.6703707 rperdigon@perdigontItle.com itand st One Dotran Center PH1 Suite 1701 Miamt FL 33156 Fax 305.670.3711 Miami each Office 1681 Michigan Ave Suite 1001 Miami Beach, FL 33139 leattist PROPERTY ADDRESS: 429 NE 102ND STREET MIAMI, FLORIDA 33138 FIELD WORK DATE: 2/25/2013 REVISION DATE(S): REV.0 2/27/2011 R.1205.0165 BOUNDARY SURVEY MIAMI-DADE COUNTY SURVEY NUMBER: 1302.1835 ALLEY I 5' NOTTS: 7050 0575025711111 NOT DETERMINED THE LOT APPEARS TO SE SERVICED BY CITY WAIP_R. AND SEWER 18.5 LOT 5 ELK 92 RESIDENCE LOT I 7 ELK 92 RE5IDENC,E 1 1.2' 0.1, ON 30 20 1 a 0 15' GRAPHIC SCALE I inch 30 feet Usemehts Stuvey for Purposes other than Intended,WItholit Wrtttan Varltlaalon, be at the User's Sole Mk araiWIthout Liability to the Surveyor. Nothing hereon shall be Construed to GNe ANY Rights or Benelbsto Anyone Other than Those Certified. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09 POINTS OF INTEREST NONE VISIBLE CLIENT NUMBER: 45IlaVI4r41,4515 ILT4W/4114TIRMA 2/27/2013 BUYER: STEPHEN SCOTT MEADOR SELLER: REGAL ESTATE, INC., A FLORIDA CORPORATION Som.WSPALEr ALW.I C;;"' ;LLAIELIKLALEAVSIVAIMMIL-1.E. _MAMMA CERTIFIED TO: STEPHEN SCOTT MEADOR; PERDIGON TITLE SERVICES; ROUNDPOINT MORTGAGE COMPANY ' ' I 41444 "ILO, IL I I 411 41-LLOPOSESPIMWAJPAIST This is page 1 of 2 and is not valid without all pages. Alitoltrn'95141141120MOrk■ CAM .14 .444 4 • it 04011.1145551512537.... COLBY JOHNSON_ REALTOR° 305-446-9222 COLBYJOHNSON@BELLSOUTH.NET WWW.COLBYJOHNSON.SEE141ICHANGE.COM M'IMIMPAH 41161111111 wyny.exactaland.com LiBa 7337 12220 Surveyors, Inc P (305)868-6169 F 006)668.632s 12220 Towne Lake Drive, Suite 55 • Ft Myers, FL 33913 . WAY"INIthirl VI100.14ffilfAMOPIWIMPWW1P40404. NANWILNIP 049PGIKED045100M.44 , Aowo.v.-01W4406462 la REPORT OF SURVEY ' ' 1302.1835 ThIs Is page 2 of 2 and is not valid without all pages. WY= .4.NL-404 00430,04,414006WWWWWWWWWWW , s44.484414...44=4.44. 999444411041 EP ,A A ..- - AA A LEGAL DESCRIPTION: LOT 16, BLOCK 92, AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK *4 15, PAGE 14, OF TH E PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 0 ! li ii JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90°0000° WEST IS BASED ON THE SOUTHERLY LINE OF LOT 16, BLOCK 92, AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is a septic tank, or drain field shown on this survey, the location Is approximate, and was determined by visual above ground inspection only, and cannot be relied onto'. accuracy. qi 4. This survey is exclusively for the use of the parties to whom it is ceoilied 5. Additions or deletions to this survey map and report by other than the signing party or parties b prohibited WHIM= written consent of the signing party or parties. 6. Dimensions are In feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approxitnate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at v.ww.fema.gov. 9. All comers marked as set are at a minimum a Wdiameter, 18' iron rebar with a cap stamped 1887337. 10. If you are reading this survey in an electronic format, the information contained on this document in only valid if this documem is electronically signed as specified in Chapter 5.1-17.M2 (3) of the Florida Administrative Code.The Electronic Signatuna File related to this documem is prominently displayed on the invoke for this survey which 6 sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the perfamting surveyor. If thls document is in paper format, it It is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12•The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the centar of the field location, and may not represent the actual shape or sbse of the feature. 13. Points of Interest (POrs) are selected above-ground improvements which may be in conflict vrtth boundary, budding setback or easement lines, as defined by the parameters of this survey. There may be additional PON which are not shown, not called-out as POrs, or which are othenNise unknown to the surveyor.These POrs may not represent all items of interest to the viewer. ri 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional (090 01 references to third party firms are for Informational purposes only. ilf,,ed ' karkzemeeveye. . , -44,4NALINAWIMMLWE ,.,, , LEGEND: l SURVEYORS LEGEND '.i., NC .0J0. C0000105100 DO DENTIFICATION SEW SEWER EAR 000000 0000105001 MT. MTERSEMIWN SP. 590.0.00 0501 ELK. ERODE IR 0.00 150 VON SEE DM HOLE B.C. 9 ACK CORNER P IRON PPE Wee 5001 4400 ROD 4 CAP STRUCTURE &R.I. SUEDING RIENRICTION We L LENGTH SN 001 840. L 0U5114150 0U5114150 1St N= 4 -SURVEYOR 5840 01et NAIL * DISC I I =MT. =MMHG' LW ICOSE 6 - 8 514 SAWEOX WINDOW LIM 540. STOW ..tk CONCRETE SLOCK WAIL (9 CALCULATED NO MEASURED S.T.L. =AVEC= UNE SV SEW= VALVE C CURVE MR NON RADIAL MAINGNIL oe wRe PENCE CAW CABLE 104.6500 N.T.S. NOE TO SCALE SAV SIDEWALK WOOD PENCE C.B. 00010011401 040C44 O.C.S. ON CONCRETE SLAB S.W. SEAWALL 91108. CHOW= O.G. 05 56034) is. mon= mamas 605 00100 C.L.P. CHAIN ULM PENCE 0.I1.L 0074n101010 U110 01.0.5. 147 OP SANK EASEMENT C.O. 00001 15101 0.8.5. OPTICAL RECORD SOOK DC TRAIPPORMER CONC. CONCRETE 011. OVERHANG PEP. INWCAL EDE . OF WATR _ C.V.G. CONCETE VAUET GUM= CPA =EMU. WC WHMS COWE 9. WRIER LINE 00 945= Me WATER EVER r4 WOOD CONCRLIE 09 0005012 5&A0 MN PARKERNALON NAIL W.F. 0400054 0500 r ■' .'' C COE= P ORCH MM FROM MIONA SURVEOR W WATR METERNALVE SOX , I 't (P/ CONCRETE SIDEWALK AND MAPR WV WATER VALW ..,:... DR= or TIE COL CORNER PM PROFESSIONAL LAND SURVOYOR V.P. VINYL PENCE 41 19 ma) te) PLAT r. 1Z/A 0 DAV DRIVEWAY IM POOL =MOW WATER COVEN= AREA O.P. 06.04 501010 ?LT PLAN= • 1 L.,-1 PM 070780 UMW BCD 000. =mum PP rex= F1PE OP.B. FM. PAT WOK * ET. ENTRANC P.I. PONT O DTERSCTON A.E. ANCHOR EASEMENT WC 01.0.01 OF =YEMENI P.O.B. POW Or BEGINNING P CANAL 650104400101 01000 NAL ■ NT 01100103 005401 E.O.W. WOW Or WATIM P.O.C. Foam Or COMVZNCIIAVNT 0.11 01. 00UNTY UnLor ESNO A CENTRAL ANGLE or OG.TA PA. 001001 40,0 P.T. 0000 0001001001501' 0.01. 06.01414001 010110001001 • CONTROL POINT Pr 10000 00001 P.C. POW OP CUWATURE MNIT. EAsEMEW • 005015101 000.141450 01 PEED P.C.C. PONT Or COMPOUND CURVATURE LEYEE 141050050)51544 1500 , NH CATCH BASIN PP. PNISVB FOOR P.R.C. POINT O REVERE CUMAURe MP IRMATION EASEMENT PPI. FLORIDA POVAW t LIGHT MOIL PERMANENT CONMOL POW LAX. LIMITED ACCESS Ma. MN FOUND DRILL HOLE P.R.M. 000001041 0000 MONUMENT 15 01 LANDSCAPC BUFFER ESMT. 00. 015 050.000 MC POUND WON HEE 4 CAP R RADIUS or RADIAL LP/LE LAKE OR LANDSCAPE e MANHOLE PIRG POUND IRON ROO *CAP 04 WECORD MARDENAN9 EASEMENT RR FOUND 11M41 ROD REG Prsoota M.E. M0111011151001 01450150011101 LOWY OR UGHT POLE 1 OND MON PPE RN RGHT O WAY P.U.E. P11500 LIM, =MT 1 WELL MP ND. CONCRETE MONUMENT (S/ SURVEY 0.0 .1. R0OP OVeRHANG 1,SW PN FOUND NAIL 5.8.1. =MACK UNE 5 Vi e HDEWAIK EASEMENT t,....4 COMMON CWNERSHIP ENO FOUND NAIL 4 DISC SOL. SURVEY CLOSURE UNE s W M.E. STOW WATER 11 } PRD. POUND SCR. SCREPN MANAGEMENT ESMI". GAR. GARAGE HON SET DWI HOLE TALE TECHNOLOGICAL tram /SSW GM 005 5401100 SEP. 510140. 010846. LLE unum raftrvidft . PRINTING INSTRUCTIONS: il, 1. Whde viewing the survey in Adobe Reader, select the *Pone button under the "Nle" tab. 2 Select a printer with 090) 5l1104* paper. 3. Under 'Ptint Range', dids select the "All' toggle. 4. lirothar the 'Page Mandlinj" section, select the nurnber of opies that you would ike to prnt 5. Under the °Page Scaling' selection drop down menu, select"Flono." 6. Unchedc the 'Auto Rotate and Center chadcbox. 7. Check the "Choose Paper stse by PDF" checkbac 8. Click OK to print TO PRINT PI BLACK +WHITE 1. In the main print screen, choose °Properties". 2. Choose 'Quality' from the opbons. ' 3. Change from "Auto Color" or "Full Color' to 'Gray Scale. ELECTRONIC SIGNATURE: F In order teElecuonlcallySIgn'all of the PDFs sent by STARS, you must use a hash calculator. A free 1., online hash calculator Is available at http i;v,,ww fi,efot roul.mfoito ..5moSsum 4110 To Electronically Sign any survey PDF 1. Save the PDF onto your computer. 2. Use he onlne tool at http-Oww,fileformat Info/tool, 10.1111111 ht m to browsefor the saved PDF on your computer. 3. Select the Hash Method as SHA a. CD& Submit Your PDF is electronically signed if all of the characters In the SHA-1 code submitted by STARS matches the oode which is produced by the hash calculator. If they match exactly, your PDF is electronically signed. If the codes do not match exactly,your PDF Is not autherrdc OFFER STEPHEN YA ir, VALID ONLY FOR: SCOTT MEADOR r " r --:_-.-7, 1,., , '=4.- i''‘ %de I ' r)r , 4 PLNADDITION OO•FECE• 25% (LIP 7095001 ANY FUTURE SURVEYING SERVICES ON THIS PROPERTY 5 ,P55 Y010 6n3 f°"Pt,‘Pd PF P9r' 'se..,,IT?iNi7r7I: ifik717,74t../V3A If t, •-• ;'''S f■' '.- fon., ... ...... oft„ ,ogurs ,,,, '. il, Kernmr, e 're, 400,/ 4,1,5 Exacta Land Surveyors, Inc. www.exactaland.com 1*,.., P (305)668-6169 • F (305)668.6325 1, , ovf,,e'eb 1347337 12220 Towne Lake Drive, Suite so • Ft. Myers, FL 33913 - ' '" "'"i5APIPROPi5E555PIESPIRKiniPPY"i5025515F1105, 505:Pii15:, ERE 'SEW ;AC:, :"g ' ,..kt,'"', :Vanragabi, , Tel: (786) 385-2523 (305) 640- 8850 Fax: (305) 640-3067 Engineering Projects 10770 IVW 66 St - 3401 Doral, Florida 33178 C.A. 27691 E-mail: pauLpineda@englneer.com WESTSIDE IRON, LLC CALCULATIONS FOR: NEW ALUMINUM RAILING FOR: MEADOR RESIDENCE 429 NE 102 St Miami Shores, Florida 33138 Calculations comply with 2010 Florida Building Code 02-26-13 FOR ALL SHEETS PAUL PINEDA, S.E., P.E. 61808 Professional Structural & Civil Engineer Florida Special Inspector # 7026221 t RAILING CALCULATIONS-RESIDENTIAL Loads: Florida Building Code 2010 P =200 # (Top of rail) FBC R4403.7.3.6.1. or W =50 PLF (Top of rail) FBC R4403.7.3.6.1 P =25 PSF ( Surface of pickets) FBC R4403.7.3.6.2 Deslon of member A ( 4' -0" max spacing between post ) Tube 2" x 2" x 0.125" Aluminum 6061 -T6 Fb = 9,100 psi Sx =0.911 in "3 P = wl = 50plf x 4' M = PL = 200 #s x 36" fb = M /S = 7,200/0.911 fb < Fb 7,903 psi < 9,100 psi = 200 lb = 7,200 in-lb = 7,903 psi B A E11 Deakin of member B Round Tube 2" Dia x 1/8" Aluminum 6061 -T6 Fb = 9,100 psi Sx = 0.324 in "3 L max = 42.5" = 3.54' Mmax= PL /4= 200#sx3.54'/4 = 177 ft-lb Mmax =W L"2/8= 50pIfx[3.54'] "2/8= 78ft-Ib fb = Mmax / Sx =177 x 12 /0.324 = 6,556 psi fb < Fb 6,556 psi < 9,100 psi QK Desktit memIstete Tube 3/4 "x3 /4 "x0.062" Aluminum 6061 -T6 Fb = 9,100 psi w = 25psfx (1sf /144in2)x4 "= 0.694Ibs/in M= wx- L2 18 =0.694)x (42.5 1,218 =157 acs -lb Sx = 0.036 in "3 fb = M / Sx = 157 in-lb / 0.036 = 4,353 psi fb < Fb 4,353 psi < 9,100 psi Ok Anchoraqe WeIdinq Connections E5356 Use 1/$" weld electrode Fv = Allowable shear = (17 ksi / 1.95) = 8,720 Psi Weld effective width : 1/8 x 0.707 = 0.088 in Pickets: 3/4 "', , L= 3" Welding Area: Aw = 3" x 0.088" = 0.265 si V allow = Aw x Fv = 0.265x 8,720 psi = 2,311 #s 2,311 #s > 200 #s Ok ALLOWABLE SIRES Allowable Stresses F141(k/In2) Section Axial Tension axial tension stress on et D,2b effective area axial tension stress on j roes D,2a area Table 2 -19W ES FOR BUILDING -TYPE STRUCTURES (WELDED) F1( 12.3 9.1 6061 - 76, 76510, 76511 F,, = 15 k/in2 Fe, =15 k/Ina F,,,= 24 k/in2 Flexure elements in uniform stress elements In flexure round tubes rods R8.1.1 :8.1.1 F.8.1.2, F.4.1 F.6.1 F.7 Bearing bolts or rivets on holes J.3.7a, J.4.7 bolts on slots, pins on holes, J.3.7b, J.7 flat surfaces Tension Compression All Products (See note) E =10,100 k/in2 k, 1 9.1 see B.5.4.1 thru B.5.4.5 and E.4.2 Note: 11.8 11.8 see also F.4.2 Welded with 5183, 5366, or 5556, 10.6 10.6 see also F.6.2 or Welded with 4043, 5554, or 5664 11.8 11.8 and 50.375" thick 24.6 16.4 Standernesa Fin for ; /SZ for ,� /St for Axial Compression S S s S, S, S, < S < S2 52 S a S2 all shapes member buckling E.3 klJr afturasaapiasign open shapes lateral-tors onal F.2,1 buckling closed shapes lateral -tor tonal F.3.1 buckling rectangular bars lateral - torsional R4.2 buckling round tubes local buckling R6.2 Elements- Uniform Coro esslon fiat elements supported on B.5.4.1 one edge in columns whose buckling axis is not an axis of symmetry flat elements supported On 8.5.4.1 one edge In all other columns and ail beam flat elements supported do B.5.4.2 both edges flat elements supported on 8.5.4.4 both edges and with a intermediate stiffener curved elements support d 8.5.4.5 on both edges flat elements- altemate 8.5.4.6 method Elements -- Flexural Compression flat elements supported on 8.5.5.1 both edges flat elements supported 8.5.5.2 tension edge, compre ion edge free flat elements supported on 8.5.5.3 both edges and with a longitudinal stiffener fiat elements - alternate 8.5.5.4 method ,Elements-Shear flat elements supported or both edges Lr/(rrbCbul 2LbSC/(Cb(Iy ire) (d /t)(41(Cbd))1,2 Re/t 8.7 - 0.043 133 51,352 /S' 17.7 - 0.933 121 10.2 - 0.043 10.2 - 0.082 S" 16.0 -- 0.2305 11.8 - 0.39681,2 160 6943 46 390 bit bit bit Relt X,„ 9.1 9.1 9.1 9.1 9.1 9.1 9.0 9.0 28.2 21.8 46.4 45.1 12.0 - 0.327 S 12.0 - 0.327 12.0 - 0.1055 10.2 - 0.051 S 11.8 -- 0.396 S" 12.0 -- 0.065 S 86,996 1S2 23,599 IS 11,420 IS' 3,776 /[8(1 aS "/35)'] 25 2,417152 18.4 111 IS 58 346 IS 133 80,414 /S2 390 _3.776 /[S(1-S "2/35)2] 92 554 IS bit bit bit 11.8 11.8 11.8 11.8 64.2 11.9 143.8 41.7 16.0 - 0.065 S 16.0 - 0.3505 16.0 - 0.029 S 16.0 - 0.0100 S 123 982 IS 30 4,932/8' 275 2,201 IS 80 638 /S G,2 bit 5.5 47.5 7.3 - 0.038.9 126 38,665 /82 VI -52 . Inn) ,arrt, 7ratin 4 J 4. Table 2 -20W ALL ABLE STRESSES FOR BUILDING -TYPE STRICTURES (WELDED) • Allowable Stresses F111(kfn2) Section Axial Tansion axial tension stress on net 0.2b 8.7 effective area axial tension stress on gross 0.2a 4,8 area 6063 -T5 6063 -T52 F, 8kIn2 Fb, = 8 k/in2 F,,, =17 k/In2 Flexure elements in uniform stress elements in flexure round tubes rods BeadOg bolts or rivets on holes bolts on slots, pins on holes, flat surfaces F8.1.1 F.8.1.2, F.4.1 F6.1 F.7 Tension Compression 4.8 6.3 5.7 6.3 see 8.5.4.1 thru B.5.4.5 and 8.4.2 6.3 see also F.4.2 5.7 see also F.6.2 6.3 J.3.7a, J.4.7 J.3.7b, J.7 17.4 11.6 Extrusions (Up thru 0.500 in. thick) Extrusions (Up thru 1.000 in. thick) E =10,100 klin2 k,=1 Axial Compression all shapes member buckling E.3 Elexu ral Qamp fan open shapes lateral - torsional F.2.1 buckling closed shapes lateral- torsional F.3.1 buckling rectangular bars lateral - torsional F4.2 buckling round tubes local buckling F. .2 Elements - Uniform Compression fiat elements supported on B.5.4.1 one edge in columns whose buckling axis is not an axis of symmetry flat elements supported on B. .4.1 one edge In all other columns and all beams fiat elements supported on both edges flat elements supported on B.514.4 both edges and with an Intermediate stiffener curved elements supported on both edges flat elements- alternate B.5 4.6 method 8.5.4.2 8.514.5 Slenderness S kLIr F /Si for 555, Flfl for S, 5, < S a S2 s2 4.5 - 0.016 S 185 F /il for Se S2 51,352 /S2 Lo/(r,,C•12) 2L8S1(Cb(4J)112) (d/t)(L0i(Cbd))1•2 Rb/t 9.2 - 0.389 S1•2 187 5.3 - 0.016 S 5.3 - 0.030 Sti2 8.1 - 0.083 S 6.1 - 0.165 S1.2 222 13413 65 715 bit bit bit as Raft %4a 4.8 4.8 4.8 4.8 4.8 4.8 10.7 10.7 33.6 22.8 59.0 63.7 6.1 - 0.119 S 6.1 -0.119 S 6.1- 0.038S 5.3 - 0.019 S 6.1- 0.185S'*a 6.1 - 0.024 S 34 25.8 81 185 715 129 86,996 /82 23,599 IS 11.420 /S2 3,776 43(1+314135)2j 2,417 /S2 79 IS 247 /S 60,414 /82 3,776 4S(1+Sti2/35)2] 395 IS •It _- •r flat elements supported on B.5 both edges flat elements supported on tension edge, compression edge free flat elements supported on both edges and with a longitudinal stiffener flat elements - alternate 6.5. method 1 8.5...2 8.5. ..3 Elements-Shear flat elements supported on G.2 both edges 4 bit bit bit 6.3 6.3 6.3 6.3 76.9 14.3 172.3 50.0 8.1- 0.023 S 8.1 - 0.127 S 8.1- 0.010S 8.1- 0.036S 173 43 387 112 899 /S 4,932 /S2 1,567 IS 455 IS bit 2.9 56.7 3.7 - 0.014 S 177 38,665 /S2 January 2010 V1-53