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DGT-11-1096
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161013 Scheduled Inspection Date: September 26, 2011 Inspector: Bruhn, Norman Owner: DUERKOP, SYLVIE Job Address: 1250 NE 94 Street Miami Shores, FL 33138 -9 Project: <NONE> Contractor: SPLIT LEVEL CONSTRUCTION INC Permit Number: DGT -6 -11 -1096 Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number Parcel Number 1132050100200 Phone: (786)389 -1612 Building Department Comments NEW WOOD DECK Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 23, 2011 For Inspections please call: (305)762 -4949 Page 8 of 41 • 1111111 11111 1111111111111111111111111111 CF11.4 2011R04-9r 190 OR Bk 27770 Fs 4474► (1Ps) RECORDED 07127/2011 14433:21 HARVEY RUVI h1 r CLERK OF COURT MIAMI -DARE COUNTY? FLORIDA LAST PAGE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 11 - 10416 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made property, and In accordance with Chapter 713, Florida Statutes, the follow' is provided in this Notice of Commencement. F::.ORIDA, COUNTY OF DADE FY that this Is a true copy of the on da above reserved for use of g office 1. Legal description of property and street/address: tar g(, LAS 6 49 i` r of ILt /SS We I D f -l( e'( 6�>o41,a4oml M 46 41 srtet�s VB) f P 4h 16 2. Description of improvement: l :Xt. 'iibDb 3. Owner(s) name and address: -11 M 4 swots nor 12.0 t•EE " S ri. S306 Interest in property: Name and address of fee simple titleholder. 4. Contractors name, address and phone number. -4'f'147- Lit (. X141 Old • 12-X x( 5k7 (t4 Td CT -fit) -1642 1.1+411 r, 3V c)/o 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: N 0 C f U C(; Ci. ( 4. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP I LH 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE •1; COMMENCEMENT. Signature(s) of s) s)' Authorized Officer/Director/Partner /Manager Prepared By V �. V /� Prepared By Print Name T (h r7 1D U E. R ((a f Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this t:21/1 day of ett.)1.� By T1 M M Aueit,kc)P ndividually, or ❑ as for Personally known, or la produced the following type of iden Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it -. = true, to the best of my knowledge and belief. LLO . ,0(1 Owner(s)'s Authorized Officer/Director /Partner/Manager who signed above: BY 1\9-0 1 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 i ��-�— Permit No. ti a' l Master Permit No. BUILDING PERMIT APPLICATION FBC 20 JUN ...................<.. Permit Type: BUILDING ROOFING Q� OWNER: Name (Fee Simple Titleholder):1I 1' 4D &.UI6 ti-DP Phone#: ?& -201 ' :12) Address: t i City: 1..4. (40.1, State: zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: I g 6 City: Miami Shores County: Miami Dade Folio/Parcel #: Zip: 33f3e) Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: qG.l [ Leapt-- COrk T404, I tk . Phone#: ' l 6 CZ Address: City: kfidt t State: F-L zip: 33te56. Qualifier Name: ><, li [i1t l µ 0 Phone#: -.0%** - ti GZ State Certification or Registration #: C$G 12Si34 6 ?- Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: E, .aj't t LEST— Value of Work for this Permit: $ (01 Ob© Type of Work: C1Addition - r ❑Alteration Description of Work: t,,i l,9O )t Phone#:+l LS Square/Linear Footage of Work: C1New ORepair/Replace 12,0 56 ODemolition Submittal Fee $ •CO Permit Fee $ ..?(90 4N) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ '" U aJ . 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 AFFH)AVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev' /"(7) days after the building permit is issued. Iz the absence of such posted notice, the inspection will not be approved and a re . pection fee will be charged. Signature Owner The foregoing instrument was acknowledged before me this day of 1G. , 2011 ., by -171.414 —bv'c -Rw Of who is personally known to me or who has produced As identification and who did take an oath. NO :ARY P Si gn: L' +t yr +r Print: \, lt. & I-A i t•J �I .1a .44 Notary Puatic State of Florida s `F Tina Martinez - 3, ± My Commissicm EE043922 1/2014 My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of 1 ' , 20t 1 , by A.41.4 G TAyri who is personally known to me or who has produced . as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (d My Commission Expires: "'"`"'% CELESTINO CASTILLO °1/4,3MY COMMISSION if DD648235 4. EXPIRES: June 11, 2011 W * * ****a,+x,t,*,s+a *,se **** *a,a *,wax***** **********yaw * * ***+s*********w * ** *ins ***** *a APPROVED BY 1 � 6" 7 ( ( Plans Examiner Structural Review 07 /10/07)(Revised 06 /10/2009XRevised 3/15/09) * ** *** *$ * * * * * ** * *4 * ** * *** *** a//5-/// Zoning Clerk 01 -12 -2011 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: 01/12/2011 EXPIRATION DATE: 01/11/2013 JARAMILLO FEIN: 273783290 BUSINESS NAME AND ADDRESS: SPLIT LEVEL CONSTRUCTION INC 12371 SW 124TH COURT MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION XAVIER A 2- CERTIFIED BUILDING CONTRACTOR * IMPORTANT: 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. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DNISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 01/12/2011 EXPIRATION DATE: 01/11/2013 PERSON: XAVIER A JARAMILLO FEIN: 273783290 BUSINESS NAME AND ADDRESS: SPLIT LEVEL CONSTRUCTION INC 12371 SW 124TH COURT MIAMI, FL 33186 SCOPE OF BUSINESS OR TRADE: 1- CONSTRUCTION 2- CERTIFIED BUILDING CONTRACTOR IMPORTANT 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 L under this section may not recover benefits or compensation under this D 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 E the notice of election to be exempt. R 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 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. QUESTIONS? (8501 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWG -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 1.40014E1 ExPma iEl0100,401041- ,f0tOttertt 3- THIS IS NOT A BILL -00 NOT PAY 67397S-0 BUSINESS NAME / LoDATIoN SPLIT LEVEL CONSTRUCTION INC 12371 SW 124 CT 33186 UNIN DADE COUNTY OWNER SPLIT LEVEL CONSTRUCTION INC Sec. Type ot Business Tuis 12,6 AI -GENERAL BLDG CONTRACTOR TAX Wein. Cr NOT POEM' THE b1E TO VIOLATE MY aeouLAtony OR LAWS Of THE Ootorry an =as, NOR NOES ri EIOSIEPT ThE 1.41-0ffi ANY OTHER .160E0tARES EY LAW, THIS IS WE! ItOLETRCA'S OUALIFIST row. P DAMMAM TAX 0014ESTOR: 01/#4/2011 08z73010001 00075.00 SE OTHER SIDE 4,11. e NEW MMMWTNM 701325-3 STATE* CBC1258417 WORKER/S 1 DO NOT FORWARD SPLIT LEVEL CONSTRUCTION INC XAVIER A JARAMILLO PRES 12371 SW 124 CT MIAMI FL 33186 STATE OF FLORIDA DEP—TMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 JARAMILLO, XAVIER ALFREDO SPLIT LEVEL CONSTRUCTION, INC. 12371 SW 124TH CT MI I FL 13186 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.myflorldalicense.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 OP ID: AP AC-COREY ,�,,,,_..- CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDO/YYYY) 06,03/11 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(ies) 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 239-649-1444 Insurance and Risk Management 239. 649.7933 Services, Inc. 8950 Fontana Del Sol Way #200 Naples, FL 34109 -4374 Samuel R. Nreidigh, ARM, AA1 CONTACT PHON Ex* No): rtwt PRODUCER CUSTOMER ID II: SPLIT -1 INSURER(S) AFFORDING COVERAGE NAIC lr INSURED Split Level Construction, Inc. 12371 Southwest 124th Court Miami, FL 33186 INSURER A: Southem - Owners Insurance Co. 02954 INSURER B : DAMAGE TO RENTED PREMISES (Ea oocunem�) INSURER c INSURER D : X INSURER E : $ 10,000 INSURER F : • 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. !NIB TYPE OF INSURANCE , • i INSR W WVD POLICY NUMBER 2073626510 POLICY EFF (MM/DOIYYYY) 10/29/10 POLICY pp(pp (MM IDDIYYYY) 10/29/11 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL LIABILJTY COMMERCIAL GENERAL LIABILITY OCCUR X DAMAGE TO RENTED PREMISES (Ea oocunem�) $ 300,000 CLAIMS -MADE X MED EXP (Any one person) $ 10,000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000. GEN'L AGGREGATE UMIT APPUES PER: PRODUCTS - COMP /OP AGG $ 1,000,000 POLICY * jE LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) IF yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) —._...._ ^. _ MIAMSH7 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE FYSPIRATION ACCORDANCE WITHTHE PODUCYE�iVi NOTICE BE DELIVERED IN AUTHORIZED REPRESENTATIVE 47 ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD —x —x- -IHf--- Af. *+2 ?i C.U.E. I.E. /E.E. U.E. PROPERTY l3NE STRUCTURE CONC. BOCK WALL MAD-LINK FENCE OR WS FENCE WTI FENCE SON FENCE FACFMENT CENTER UNE WOW DECK CONCRETE ASPHALT BECK / TU E WATER APPROT9MATE EDGE OF WATER COVERED AREA TREE POWER PALE CAT02 BASIN' COUNTY UTILITY EASEMENT INGRESS / EGRESS EASEMENT UTILITY EASEMENT END Let CALL SET • ELEV P.T. P.a PA.If. P.0.c. P.R.C. P.O.B. P.O.C. P.C.P. M 0 C L.M.E. R.O.E. Surveyor's Legend FOUND IRON PIPE / PIN AS NOTED OIt PLAT LICENSE / - BUSINESS LICENSE I - SURVEYOR CALCULATED POINT SET PIN CONTROL POINT CONCRETE MONUMENT BEINCTOMAK ELEVATION POINT OF TANGENCY POINT OF CURVATURE PERMANENT REFERENCE MONUMENT POINT OF COMPOUND CURVAURE PONT OF REVERSE CURVATURE PORN OF BEGINNING POINT 02 SENT PERMANENT cotes DL PORT FIELD MEASURED PLATTED MEASUREMENT DEED CALCULATED LAKE OR LANDSCAPE WONT. ESMT. ROOF OVERHANG EASEMENT B.R. RAO. N.R. TYR. LR. LP. Nab PI< NAIL D.H. 0 ® M.N. O.H.L. Tx CAN W.M. P/E ESMT D.E. L.B.E. LAE. BEARING REFERENCE. CENTRAL ANGLE OR DELTA RADIUS OR RADIAL RADIAL TIE NON RADIAL TYPICAL. WON ROD WON PWE NAIL a DISK PARKER -KALON NAIL D.R. NOM WELL. FEE HYDRANT YAGIOIE OVERHEAD LIES TRANSFORMER CABLE TV RISER WATER MEYER PAL DIMMED CONCRETE SLAG EASEMENT DRAINAGE EASEMENT LANDSCAPE SUPPER EASEMENT LIMITED ACCESS EASEMENT TEL 11.2. E.U.B. SEP. D.E. A/C S/W SCR. 086 N.T.S. F.F. T.0.& EOM. EOY C.V.O. OS.t_ TELEPHONE FACILITIES INLAY PINE ELECTING MINTY BOX SEPTIC TANK DRAWFWID AIR COHDITWN6t SIDEWA22 DRIVEWAY SCREEN GARAGE ENCIUMURE ow TO SCALE FINNI$HED nom TOP DE RANK EDGE OF WATER' EDGE OF PAVEMENT CONCRETE VALLEY GUTTER BUILDING SETBACK LIVE SURVEY TIE U NE CENTER 11NE RIGHT -OF -WAY PUBLIC MITT EASEMENT CANAL MAINTENANCE EASEMENT ANCHOR EASEMENT 1250 N.E. 94 STREET MIAMI SHORES, FL 33138 L 0 C A 0 N M A P N 0 T T 0 s C A L E Community Number. Panel Number. Suffix: Date of Firm Index: Flood Zone: Base Flood Elevation: Date of Field Work: Date of Completion: MIAMI SHORES! 120652 0306 L 9/11/2009 AE 8.0 3/24/2011 3/28/2011 General Notes: 1. The Legal Description used to perform this survey was supplied by others. This surrey does not determine or Is not to imply ownership. 2. This survey only shows above ground Improvements. Underground utilities, footings, or encroachments are not located on this survey map. 3. If there Is a septic tank, well, or drain fell on this survey, the location of 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 were not abstracted for easement or other recorded encumbrances not shown on the plat. 5. Weft ties are done to the face of the wall. 8. Fence ownership is not determined. 7. Bearings referenced to fine noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. 9. No identification found on property comers unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, could be drawn at a shown scale and/or not to scale. 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 pages to whom it is certified. The certifications do not extend to any unnamed parties. CHICAGO BANCORP, ISAOA / ATIMA, TITLE SEARCH, INC. Its'successors and /or assigns as their interest may appear. p, on. : R • a O SUBDIVISION MIAMI SHORES BAY VIEN, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA PRINT NG INSTRUCTIONS: While viewing the survey in any Acrobat Reader, select the File Drop -down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the # of copies you would like to print out. Under the °Page Scaling" please make sure you have selected "None.' Do not check the "AutoRotate and Center" button. Check the "Choose Paper size by PDF"checkbox. Click OK to Print. Stuvey: A -21288 MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 $W 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX # :(305)669 -3190 LB # 6463 Page 2 of 2 Not valid without all pages. N. E. 94th STREET 25.60' 19' ASPHALT PAVEMENT 0 a a LL o!:•-• 10.15' CC gb LU Z ttoo c k A/c m 6.20' 6.25 so ONE STORY RESIDENCE #1250 44.65• h R 7.b' 2219' TILE ! - PATIO T Z N I- • o f , O in cc go En Q wA cr 14610 % Oo P Dr=y party ress: 1250 N.E. 94 STREET MIAMI SHORES, FL 33138 :1 HERESY CERTIFY THAT DVS'SOUNDARY SURVEY 1.4 A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. TIES COMPLIES NTH THE SCUTUM TECHUCAL STANDARDS, AS SET FORTH SY THE STATE OF FLORIDA HOARD OF PROFESSIONAL LAND SUR C ?1ER,StG171 FUNDS ADMINISTRATIVE CODE PURSUANT TO 472 ED7. FLORIDA STA3 S.. SIGNED MIGUEL ESFiNOS . STATE OF FLORIDA', FOR THE FIRM RSA. NO. 5101 M1CT VALO A111 -C11T At/ a AHENmC FLEC1RCWC Ri3t4M1nu.E Rt/D AUTHE` rlCC4rEDE.ECC1c4{G GM. tPS,OR TwtF Y &Ra tit* VALID WRHG, THE NCs4RTLAE &TO'.+ECRitT.&LRA,SE: SEA;. uT A LICE.tEt 5(. a Qr Notes: BRICK PAVER DRIVEWAYS ENCROACH ALONG FRONT LOT LINE. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB # 6463 Accepted By Survey: A-21288 Page 1 of 2 Not valid without all pages. Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132050100200 Owner's Name: SYLVIE DUERKOP Job Address: 1250 94 Street Miami Shores, FL 33138 -9 Owner's Phone: Total Square Feet: 720 Total Job Valuation: $ 10,000.00 Contractor(s) SPLIT LEVEL CONSTRUCTION INC Phone Primary Contractor (786)389 -1612 Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/15/2011: Yes Comments: EMI I.E. /E.E. U.E. PROPERTY UNE STRUCTURE CONC. BLOCK WAU. CHAIN -1011 FENCE OR MRS FENCE 9DOD FENCE IRON FENCE FagFMEN1 CENTER UNE WOOD DECK CONCRETE ASPHALT BRICK / THE WATER APPROXIMATE EON OF WATER COVERED AREA TREE POWER POLE CATCH BASIN COUNTY UTILITY EASEMENT INGRESS / EGRESS EASEMENT UTTUTY EASEMENT FED LBI W CALL SET • • IV P.T. P.C. P.R.M. P.C.C. P.R.C. P.O.O. P.O.C. P.C.P. P D C LM.E. R.O.E. Surveyor's Legend MOND IRON- PIPE / PIM AS NOM ON PLAT UCEN+E # - BUSINESS MIME / - SURVEYOR CALCULATED MINT SET PIN CONTROL POINT CONCRETE MONUMENT BENCINTARK ELEVATION POINT OF TAME= POINT CF CURVATURE PERMANENT REFERENCE MONUMENT POINT OF COMPOUND CURVATURE POINT OF REVERSE CURVATURE POINT OF BCCINMDJG row OF COWIENCEl1EMT PERMANENT CONTROL Point FIELD MEASURED PLATTED MEASUREMENT DEED CALCULATED LAKE OR LANDSCAPE MAINT. ESMT. ROOF OVERHANG EASEMENT O.R. BEARING REFERENCE © 05NTRAI. ANGLE OR DELTA R ROOMS OR RAOYLL RA& RADIAL TN • N<R1. RAOGL TOT. TYPICAL LR. WON ROO LP. BON Pon N✓rm NAIL & DISK PK NAIL PARKER -KA/OV NAB. O.N. DRILL HOLE WELL FIRE HYDRANT 0 M.H. MANHOLE O.H.I. OVERHEAD LINES rig TRANSFORMER 5175 CABLE N RISER W.M. WATER METER P/E POOL EQWPMENT con. CONCRETE STAB ESMT EASEMENT D.E. DRAINAGE EASEMENT M.B.E. LANDSCAPE SUFFER EASEMENT L.A.E. UNITED ACCESS EASEMENT TEL H.P. E.U3. SEP. D.F. A/C DIVE SCR. GAR ENCL. M.T.S. T.O.& E.0.1 C.Y.& R.S.L 9.T... R/W P.U.E. C.M.E. A.E. TELEPHONE FACTURES TARDY POLE ELECTRIC nun 955 SEPTIC TANK ORADDTEID AIR CONDITIONER SIDEWALK 0%ECBAY SCREEN GARAGE ERASURE NOT TO SCALE FINNISHED FLOOR TIP OF BAFDC EDGE OF RATER EDGE OF PAVEMENT CONCRETE VALLEY O ER THIRDDG SETBACK UNE SURVEY TIE LINE CENTER UNE RIGHT- OF-WAY PUBLIC UTILITY EASEMENT CANAL MAINTENANCE EASEMENT ANCHOR EASEMENT 1250 N.E. 94 STREET MIAMI SHORES, FL 33138 Community Number: Panel Number. Suffix: Date of Firm Index: Flood Zone: Base Flood Elevation: Date of Field Work: Date of Completion: MIAMI SHORES/ 120652 0306 L 9/11/2009 AE 8.0 3/24/2011 3/28/2011 General Notes: 1. The Legal Desaipton used to perform this surrey was supptled by others. This survey does not determine or Is not to imply ownership. 2. This survey only shows above ground improvements. Underground utilities, footings, or encroachments are not located on this survey map. a If there is a septic tank, well, or drain field on this surrey, the location of 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 were not abstracted for easement or other recorded encumbrances not shown on the plat 5. Wall ties are done to the face of the watt 8. Fence ownership is not determined. 7. Bearings referenced to fine noted H.R. 8. Dimensions shown are platted and measured unless otherwise shown. 9. No Identification found on property corners unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the survey work performed in the fleid, ceuid be drawn at a shown scale and/or not to scale. 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. • O: B TE.' : �'' . i iS1tK CHICAGO BANCORP, ISAOA / ATIMA, TITLE SEARCH, INC.. ► � f ' t TiCE- Its'successors and/or assigns as their interest may appear. Lego esb scnptian t.° 17 ESa 40IVE rTFIEFFTEd ANI CO L atilitigte i'b "-`CFt 1411 O SUBDIVISION MIAMI SHORES BAY VIEW, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA PRINTING INSTRUCTIONS: While viewing the survey in any Acrobat Reader, select the File Drop -down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the* of copies you would like to print out. Under the "Page Scaling" please make sure you have selected "None: Do not check the AutoRotate and Center" button. Check the `Choose Paper size by PDFc heckbox. Click OK to Print. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB # 6463 Surrey: A-21288 Page 2 of 2 Not valid without all pages. N. E. 94th STREET 19° ASPHALT PAVEMENT lOO.00'( m) TY.00 r.;P.t/8• tl 8.78'0X1) Property Tess: 1250 N.E. 94 STREET MIAMI SHORES, FL 33138 Notes: BRICK PAVER DRIVEWAYS ENCROACH ALONG FRONT LOT LINE. SURUEIPBR'B-CaRT__#T8L'St: 11iEREBY CERTIFY 'NAT TtmIS'BOUNDARY SSUR EY'13 A TRUE AXE CORRECT REPRESENTATION OF SURVEY PREPARED UNDER VFW DIRECTION. TICS COII1PLrES VdTH S T.ttLNg1UPE iCMtifLAI.STAW0RR0S, AS 'SE ET FORT'S BY TRIE.STOVE OF FLOR1I ABOARD OF PROFESSIONAL UM „._`.. tROIT,4 F1L}REDA- AERANISTRATNE CODE PURSUART TO 472.027, FLORIDA ST 3- a. SIGNED, MIGUEL ESPIIVOS STATE OF FLORIDA: FOR THE RRM P.S.M. NO. S101 trO 'AI C1 wNTH.UTA,1AU°HENTtC O.ECTI1C!tC ECt.An_F£ AtIC I IHE'fTICC4TECUE„ES C,n)C 5tA MLVOR tHF NAP S'IC? VALID IMTNLYrt THE So& IL'RE 4ADSHE ORIl I,&1 ASEC SEAL tix SLAVE, n c taz,FER Survey: A -21288 MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305)669-3190 LB* 6463 Accepted By: Page 1 of 2 Not valid without all pages. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:�,�'I ` 109 VJ DATE: aNK) I, u-142 ❑ Contractor ❑ Owner ❑ Architect 1 Pi - • up sets of plans and ther) L . Address: 1Z() From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depg + co tinue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: STRUCTURAL CALCULATIONS REAR DECK RENOVATION FOR: TIMM & SYLVIE DUERKOP 1250 NE 49 ST PINECREST, FL DATE: May 9, 2011 STRUCTURAL ENGINEER: TAIN - RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. 61011 ftatn@tatrrrantrez.com 13390 SW 66 ST MIAMI, FL. 33183 CA. It 27157 PHONE. (305) 639 -9800 THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • FLORIDA BUILDING CODE 2007, WITH 2009 SUPPLEMENT • ASCE 7 -05 • ACI- 318-05 • AISC MANUAL OF STEEL CONSTRUCTION, ASD, 9TH EDITION • ACI 530-05 • NDS FOR WOOD CONSTRUCTION, 2005 EDITION WITH SUPPLEMENT THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 40 SUBJECT TO COMPLIANCE WITH All r r MI HAI STATE AND COUNTY RULES AND RECUT A l IONS FREDY TAIN, P.E. P.E. No.: 61011 C.A.: 27157 INDEX DESCRIPTION PAGES 1- LAYOUT AND GENERAL NOTES 1 TO 3 2- WIND LOAD CALCULATION 4 TO 12 3- DECK WOOD MEMBER DESIGN 13 TO 21 4- FOOTINGS AND POSTS - FOOTING CONNECTION 22 TO 27 5- WOOD RAILINGS 28 TO 30 6- ALUMINUM RAILINGS 31 TO 40 THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • FLORIDA BUILDING CODE 2007, WITH 2009 SUPPLEMENT • ASCE 7-05 • ACI- 318 -05 • AISC MANUAL OF STEEL CONSTRUCTION, ASD, 9TH EDITION • ACI530 -05 • NDS FOR WOOD CONSTRUCTION, 2005 EDITION WITH SUPPLEMENT THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 40 FREDY TAIN, P.E. P.E. No.: 61011 Tain- Ramirez, Inc C.A.: 27157 13390 SW 66 ST MIAMI FL, 33183 305 639 9800 ftain @tain- ramirez.com LAYOUT AND GENERAL NOTES ...1 / OPENT/- DOM SIDES 8 E dr. s/s/ EXISTING ALL F0001 NOTE SEE a/ -4 b AIL / INSTALL/ NEW pos ) ./ I NG DEUCE dAIN. 288 WOOD- LiElaiER ALUMINUM RAILING. SEE s-5 El.. -2-6 _TI1E,11E 72)(11 MX/0 4E24014 -:, BICWiyfilllp/11 1- WO 0 RAD DIG Et S I I- 4X) W000 ■filetifi 'MCP tag laat,116__ .,41.(2€ _124 - EXIST. STAIR - 4)19 W000 POST — EXIST, POOL DECK L NEM' V TWIN -0 TAN k TG 4111 F. Of°. HIS ED 10 ) ;GE SE I4G 0 1....CAT WO s DETAIL 4, 2 STAIN( 11-11 2x12 WOOD- STNINOER WF-18 7x1 W000 Sr 3%8 W000-' BEAU 2xI2 WOOD SIRISCERS - 3S'-- I 11i (1/Xk Kt 6 2 FOUNDATIONLGROUND FLOOR PLAN GOAI E 1/4 0° Existing Pool iL‘.,-7-71Alvt7=7. V FRED"( TAM. F.E. LIC. NC sum l'MO. SW 56 ST CA. 7.7157 PR E CT SUBJECT: MAK, R. PHONE. ;30S) 6...S.-8136 • A.-1r) 1 • L:9 GE 1'4.0 7ATE: EY: ,. ... . . • • f ?,6 /piss' 4#_ 75 SL:1,-.77o4.3 . . _ . . ....... . , . C • ,A4 4 A.2 .C.,• 4L • t _•• •_^ .... • . r•-.. TX 414. '102,51 v •• .... • .•- ! ,zs..F... .C.' .;:..„7,2 .-.;,?..../7,,........ I f, i? ... 4—,..s....,/ WIND LOAD CALCULATION ...2 TAN—RAINCREZ, INC. 2 CONSULTING ENGINEERS I 1 V I „ „ FREDY TAW, P.E., S.I. Lit: N. 61011 PROJECT: SUBJECT: 13396 SW 66 ST MIAMI, FL 33163 CJL t 27157 PHONE.. (305) 6364800 A / - PAGE NO - DATE: Di-TqGNPO PY: • • / e • . . : . , 4,-- ,, •••„,-• ,.,,:.- •-- • -•., .... • • - . "4ra' •=7 . ,.-',' ise•..F {. /-•,-,•.•?-4,7-,. •...2,'-', (--." 6, --.•/:,) .„:•,•-:..,,. ... ..,• ..-...,,,,,,•-•-•• ,4.:•.,- A-•.e. A•-:-.-0 z-.r - . ._... ......... .. .. . .. ..,, _. \ . . , ... ciz,. • •••—•• ' ..,...,:,-;* ....- (‘'..*...., 4=-',-, ...• •••"(••••" ..,,-.-• / ......44,- - ,• .••• ..:a...,...„).•,.( ,•./ ..: a, t.-.....:„,,, ,•. :..,., . :..,,,,. kz.„.7_ 4 ,r.,--v."' .1 f: 5:`-'. '.'... .'.7',-''', cl‘ ; ,.."„ • i • • .5. . • • • = " • r.r • • • • • • - %-•••7/ ' • _ • • • • . • • • • P•ro:peot.: N -RAM P-72. , coNE -7 E FE": TAN: F 6€' ST C.A. :315 = fac.-98M. cic F'role.ot: WIND PARAMETERS FDR WIND OkLCULKflOP \'= nnpl- riportanoe Faro= intema PT Coanoie.n.: Enolosure= 3ate?ory= •tandard 4,SCE7-D5 Software. Win Loads on Structures 20D: (by Szanaat Design Group) 0.13 Enbs uithr, size • Least Ha4zDn'a; Dimension - LHID= fe Biggest Hortzontai Dimension BHD= feet Roof mean height Siope. = begree = smallest of: a=1O% L.HD a=C..4'x h nc less than 0.4 x LHD 3 feet E--ffec.-..tive Areas \Windows= Doors= 61..;:33 feet 5 feet 27.732 feet 3 feet 6 f=e1 10 20 feet Exposure..., Froect Narn'---`` Loc,-ation: By: FT Start Date: CommE.---nts: Compor-le.,,ts and -adding ..\\Wint Template,Vviindtemptate Li, 2 Looc: Information -?? Vvr Ind 7 1 Excsre r.‘ r's Basic \Arind Speed: opography: Nonre Optiona 45 mph. Factors This pro;eot uses load orrtoinaJons from ASCE 7. Laazis Dr: Strucares C,'opv-icrit C.7; 203 : SG, 5 Sectior Man Secttn 17: ■ 1- - ••••,--;-..-,; • • 3Thding Oategory: v •L-nr-7,n, • —r- , • , , • , B0.33 6'9.33 2.D E933 2,0 - =aye Hetcht Parapet Height: Parapet Enobsure: Solid Roof Shape: Gabd Roof Slooe,,(C>o) IL s'C;=77-:::-- vv2 FFront Richti di W4 IVV3 W4' W3 kiv,2 Vkint ;-ac sz 1.,t-tic,•tu..-es 2) - T T;ony7;igt. cf-f• 23:12, Fe 2 o 5 Composite Drawing if L./ L Wint Loz-12:s Sr-u7,:u7e.c. 2:3Dv 2D03 PEa;_..-7e. :-.)= Cornponer Ls and Caciain Enput ;CorrID:);•:-Ie7-1: LE:5e: ; 73--)e Oficit-s; 1 \iv inpows , ' .1-- 'NiVali Dos (20 SF-) \Nall \Vino , Dads or. Sr%ic.i....17,s 2DDE. — 7 ,--',D-)V71:1t-II r70. 23D0 S')2, fl Components and 0 ut C.:ornponent Desc.:ipiJori! Su 7face .Zoe z(ft) 2:c's7: ; '...,:...,c 3',..,D .-_-_>sar-resps7.-)1,,,,,. w ,-,..5,...,o[ (...s.,. N..7.:: w; -........p. Winbows ;',1 C)SF) 1 / 75.3 44.0 ' .3: 018 44 3 36. = -1 ...., ..... , 25.3 44.C. -: ...55.3 -40.5 25.3 44.0 1.3: 44.0 36.1 51.9 75.3 44.0 -1.40 -61.5 -50.,5 -63.7 Doot-c PO SF) 4 75.3 44.0 0.95 015 41.8 3.2.9 25.3 44.0 -1.05 -46.7 -54.1 25.3 44.3 0.95 41.8 ,.:.%:L.;:' , 25.3 44.0 -1.79 -56.8 -54.7 9.7 -38.3 4 9.:7 -48.8 Wit-It Lc:acts: 07 Sr 2335 - C.:ooy:-icvt 7030 ='-age 5 of 5 DECK WOOD MEMBER DESIGN ...3 /,,•. TA:IN-RAMIREZ, INC, 4 CONSULTING ENGINEERS • V FREDY TAIN, LIC. NO. 61011 PROJECT' SUBJECT: 1339t) SW 66 ST CA. t 27157 • ;Jr:. •C• MIAMI, FL 3I8 3 PHOt.E. (E) 839-9800 e-• ''.5-b(142 /1-4ct• 7. • aChSfi) •->/: 7 PA.ciop„\ I2go ,?;-• 4gL* •.-... • PAGE NO.: DATE.: DESIGNED BY . . . . . . . . . s s C•.- • ,•.!••• . 1:74, ,/ -7 &7/, ;./1 . • / • ; •.•”: tf. . • • — -<, • 7;,/ ••9 , •-• •,, ____ /,, TAIN-RAMIREZ, INC. . • i CONSULTING ENGINEERS FREDY TAN, P.F--, SJ LIC. NO. 61011 PROJECT: SUBJECT: 13390 SW 66 ST C.A. t V157 tvitAlthi, FL. 331P PHONE.. (30S) 639-9800 PAGE NO: DATE: DESIGNED FY: 2,41V , 2.4Z' r"r !) / TAN-RAMIREZ, INC. • 1.7-7t7, CONSULTING ENGINEERS ■ FREDY TAN, F.E., SJ. Ltc. N. 61o1 PROJECT. SUBJECT: 1339111SW 85 ST WAN, P1-. 331p, c.A..# 27157 PHONE. 13(145) 639-9800 / PAGE NO.: DATE: DESIGNED PY: • . . e • ,-4_D /1.— • 1 t • • . . . • • ' ' • ■ • • • • • • • • 66 :1/ ••••t‘ • *--s- • - - • • • • • • '• • " • • , • ^ , • - • • • , ^ • • • • • • • • • • • • • • • ' ' .....---1 . .. . • • • • • ' • • • • • • • • • • • • „ •”, • • •// t-•,- • . : • 4. 3 -7- • • . •••:, •-• ‘,-ce ,/suovoit _ . . . . ' . . -.t' t- ,,,, -,-:---,-;?'.-"•-•--/C--. • " • .74 • • • • • • • • • . • • • • ;1:4,', TAI N-RAM I REZ, t NC. I 7 CONSULTING ENGINEERS FREDY TAIN, P.E., Si. Ltc. W. *s> 13140 SW 66 ST MIAMI, FL 331ga * 27157 PHONE_ (305) 639-98D0 PROJECT: SUBJECT: (4, PAGE NO.- DATE: DT-SIGNED EY- — • - I • r--- - • "Z...•6.V...c ... . . :•P 5 • =7. ' 6, 1".2-; •,_,_', - ... . _ . . ig, 1 E; r-- . •, etv ,E 7 --■ •- • • • • - • • .. • e' „ , • • • •• • - •• • , • ••• ••■ •• -• • --f . . • • EJ • . . • ...' . TAI N -RAM I REZ, INC. h'2 CONSULTING ENC-INEERS FREDY TAM, P.E., S.I. LC. to.. 61011 \ PROJECT: SUBJECT: 13390 SW 66 ST MIAMI, FL M•lp CA. 27157 PHOAE. (305) 639-9800 'AGE N0: DATE DESIGNED EY , • • • • • • • • • ror. • • . . I • • * •* • {t}..1-2? • • . • ■ • • • • . • • • ds, 1, se, :1-'1163 • • • • ' • -,:, • - • • • • ^ -• -• • _ • ij,"" j•-r• ■-•" • — - / R.; 7---T" • - - ,iz/ • • • • • • • • ■ .• • • • .• • • " 7 7 • - ' • • • ■ • • • r ilis. : Des:-.rietion Sr:one .7tate. • E • I 1 =iev 530003 33-0333513 93 23 ENERDA;_0 E-nptneerinc SctrwarE szptbr eoI -77"1:•)er Bem WODD SEAM -age 17, ourkkor..em-.3utaucn: General inforrnation C..oe4 net 1997 NOS, 2002 !BC. 2002 t\157k. 5000. Bass- aliowabies are user defines Seetion Name 4r12 Bean- Width Beam Dept iviembei 'ype Dm W kaded to Loaes Load Dur. Factor Beam End Rixity 14 PDC: Density 2.500 ir 1.250 Sawn 1.250 30.000 par . 71.1a4spottonwr. Canter Span 15.25 it ..LL. .et Oantiiever r .. .Le Riot Dantiiever Southern. Pine, Selet Struotura 2 -4 7 Base Allow 1.900.0 ,es 175.0es: 555.0 es 1.800.0 ks: 0.00 t 0.0C 11 FuF Lenct.ti Urtorm Las 0000.000.,005.00,0.00000000.0000 , ...00.00000000. . 0.000 . 0000 0,0000000 e: Let C'.entilever Rione Cantilever 000,00..0000.M40100A.. 00.00.00,`"'"nAMiM.00.00g00.00.00 • ummary • tit D._ •#/t LL 0.00 00004000:00.30000.00Y00000000.00.010. ~.90W.A4 -224700 #lt• #ftt Span= 15.25tt: Beam Width 2.50Din x Max Stress Ratio Maximum Moment Allowable Max. Positive .Moment Max. Negative Moment Max g Let Supper. Right Sueper: Max. W aliow 2.329.22 pal Flb 2.363.24 psi e0tn = 11.25in. Enos. are Pin-Pir 0,985 14.3 3-t 14.5 K-t 14.32 k-11. 0.00 l•-t 0.00 k-tt 0.00 k-t1 4.54 tv Fv 218.75 psi at 9.125 tt al 0.000 t Let Di. aight Maximum Shea, Abwable shear: Cai Let 3.14k Right 3.%4 k Camber -4, Let C .000 in Denrer C.602 in Righi 0.000in B..earri Design OK 4.3 k 8.5 k -] .10 k 1.10 k Max 3.*:4 3.14 k Deflections Denten Span... Deac Lear Deflection -0.401 in ...Lobation 5.125 tt ...LengthiDef 545.7 Camber ( using 1.5 02L. Dell ) g- Center 0.602 in @ Let 0.000 in @ Right 0.000 ft. eta, Lead 49 in 5 t25. fI 190.55 Left Dantiiever... Deflection ...Lengt/Det Right Cantilever_ Defieotior ...Length/Det L:41. Dear: Loac Teta] Lead 0.000 in 0.000 in 0.0 0.0 0.000 in 0:000 in 0.0 0.0 Stress Caics Bending Analysis OK 22.327 Le 2 739 t 1.000 Rtr. Cd.' Canter Let Support Rtgh: Support Max Moment 14.22 k-t, 0.00 K-fl 0.00 k-tt Blisar .14naiysis (52. Let Supper 7.Desian Sneer 4.25 K .Aree aequiret 19.47C in2 Allowabie 215.75 psi Searinc Supports Max. Lett Reaetion 2.-■ 4 Max. Right aea.ctior 2.14 K Sxx 3.828 in3 0.995 Sxx :art 72.77 ir.3 0.0C tiS 0.00 in3 Rigt Support 4.25 K 15.470 in2 215.75 nisi Bearing Lengtr :at° Bearrq Lenat aert: Area 35.775 in2 Allowable fc 2,36724 -psi 2,376.0C esl 2.375.00 es: t .588 in .585 in • • . DSpri7: DP-SCr'iptiOr : Scone ,r)i) 580,0C); %-pet,-2002 1:n198:r-200C, ENERCA_C; Enctneermo Software Desc:ription WODD BEAM Gene.:731 Tim5er 'Beam Pape 2 tf, duricicce.ecnr.3atutations , L.ter•-y IV,. V, & El @ Specified Los-atone • Center Spar Locator: = • Rign: Cart Losatior, = • Let: Cant Losation = ..,1417.40krA t C.0: t. C..00 t ilitoment c.oc C.DC, C.00 F-t Shear efitedtion 3.• 4 k C.0000 in C.00, k 0.3000 in C.00 k 0.0000 in Nates rfftWWWWWIAVRAM> , aV2W., Calculations are designed ts, 1997 ND and 1997 J Cauidelines, Sector, databases, have beer updated as o4 2-A,pr--!999: Allowable stress databases have beer, updates: to -!99,7 kDS E. 1997 i.JBO values on 2-Ap--1.999. c determine Ot vaiues for sawr sections, the program looks for the loentitying words ir the, "Stress' entry 'Seiedr, "No.1'', "Standar-4," an similar- typisal woras are uses: to determine Cf category "Unbrasred length" is multiplies by the tohowins values vaue rc cialculate "Le: VVher beam depth <= 7", Le = 2.0e 1/Vher, < bearr, debt: <= 14.2 = ".C2 LtJ 2st Wrier Wner bearr depth "4.3' Le = 1.Ei4 Lu ;LI • 3E.,...0C T.• TTrTY, T. T. T. T.. T ttrr -Z3E.00#Ft. 6t.: ,; t s tiev I t 4,, m *4; tt. eV 4 AO,. :ralt; 11, g al, ;47,7; 4 0 4',:•:; ftg g A V. 1 "x g , Wtmay Dmax = ir Rrn = 4C Vrnax a.'•4•C K Rrna,Y, = 2.■40 FOOTINGS AND POSTS- FOOTING CONNECTION ...4 TAN-RAM1R.EZ, NC. CONSULTtNG ENGINEERS v FREDY THIN, PE, S_t. UC. N. sacm -N\X\ j) PROJECT' SUBJECT: 13390 SW 66 ST MiAtik, FL. 33183 CA. t 27157 PHONE- pm) 639-9800 • • • •••• ■•• • .7 fier -7,_ 12-- .5- ••(-- 17- - • •• cr • • - 7: s --.,•*? • .L ;e.-20 c-2,1 OpZ If' 7- PAGE NO.: DATE: DESIGNED BY 44 °I. f 17 rv)). • - • • • • • — --: — 4-:. , 4/ A:-, — -- /- ; /-_,,"- / i ic, r.--f.r- • -:----- /- •-:'17 r .-e-, g- ,C \„.-. ' . . - / / ( - r . , - ,, . LV -7- • .. • .. /-1- • • • • • •• • , ,e• , ' ,,- -: _ . • . • • . _ . . . • - e TAI N—RAM I REZ. INC. . • CONSULTING ENGINEERS • V FREIDY TAW, P.E., S.L uc. N.0. 61011 \ PRC.)J-E.OT: SUBJECT: 13390 SW 66 ST C.A. 027157 MIAMI, F17 1305j 639-98M //C PAGE ND DATE: DESIGNED BY: , - • di-e ;427 C.° • . i'. 42 :1' • ..:-,--.7 ..• . 6:741:'. 4,14= ,',',' ::::, (7 • .',,,-7:',°` .....2,,,..,,..,:,....-L-..,---:.. ...__ _ • . . . . . . . . . • .,..._:. -• : ..,2....0:4 :1.7f. r -,., - 1 .—e,r4 ; 7 :•:' "." 7.5 t'• 7:47.')S /' , .. ,-„--: • , . : . „ : • '-'1,-,:•"?.. c;,-- . , . . . . . 0°,,.--:, • 4 c. F-7 74. /7-7 .,,,-,-, :.„„ -.#2 ir-,„.s- 7- f . ..-- .7..27." • 7,7 — ,• . : —. • r- • • • • • . • : . •• --..-.• • : . - . . . . _ .,-- 44.44 = °'.-. -.` ..If •••''`' `-'1.— , ' ,," •' '','- ,-: :: . . ' - 1 .z- c-.• 7 , . 1'. ‘• • c, / 0 , - -4 /--4e2-? - -, . --f,;-; ./ : ° ,-.e, / :-.,• : „-,„.?. _•1 :; , . ,- - _/ 2.— •,,: • 2 „--;,7.:, — :,1-- ,i..,, .; — c--' ,: .i;• ---' . . . . . ..,:—., ,,-.• •, ------. : : • . ._ ...—... _ .. _ . ........ • / - .7.c; . P c e 0 11/4 -Pe , .. • i' . . I ,,- .-.1- •,• :-'.,,-,,---"'-4, ...• -1-::. ''''''' . '. i; -„,,- ..,---,,,,,,/ 7 i': / . . . . . . . • • - • - . 7 - • ?-,...• • . • • • . ... .... L" -' ..! ' ..::- ,, ;" 7=1 le., ,", ,' 1 ...,...... ..,-;/. j 7 * „...,....., ...;:p • - , : ..-.,...,-.., ,..,.. .., K '''''d Kr.„„/ .;.. • . ..• . • ,-o ---:,-- - i_._ , •-• - . , ---,4-.., ..,-- - ,,,,,:;,,- ''..i ,,. / 7,-1 - - C. 2 ,i-77,7" i-4 1. r-s. i'•-• :;.--°' -.Li , t - 4, r ., .,,, ---'7.- "„,.' „t . ,.-:- , .,,..:. ..- . . . • . . - - - :.-- - -• • : . : ..7 N.5- .,:e.: :( -3 ,,5—. A.,.....? -,57 --- / /77- • / . . A, ,.°7 — • • . : : .. i • .7 --. . : • : : .,.....---.....--:—.— : . . .- - . _ : - -. •,%.',..----7.0' -c";;-.'t..2,. "S". -,>" . 5"-.26.'s 7,---.- r.." ''',7.--- :: : - . .r.....,, ' .. . : . . - .,,i- , , :--,....: . . .. .2. - .2. _-- : - . • • '. t_ • .''' ./' : i. _ _ ' _ ._;.. -2.. ... - r F . . . .. . ...:-. . - . ....- A- /-1 TAI N-RAM IR . 1l ; CONSULTING E It FREDY TAIN, P.E. Si. EZ, [NC. NGINEERS 3 tc N 6161- 13390 SW 66 ST MIAMI, FL_ 63183 CA. # 27167 PHONE _ (365) 639-9800 --r PROJECT: SUBJECT: PAGE DATE: DrSIGNr:D BY: • _77 /47 ar/K (/`P2' / •. - • .• • • • . . . • A, • s.. / / A . • . . 7 • —.7••' '"" • e ••••' , •• •• • • ■ • • • • •• -• • .• • • • • • •• • : . . .1 Ff7d •` • / e /12: /- • 4.17, :,!3• • - , ' • ' • 4- • •• • • . • • -• • - . _ . < 7," ‘.:7.z- :7.'f • • . • . _ . • TAI N-RAIA I REZ, 1 NC. 47! CONSULTING ENGINEERS V I FREDY TAIN, PE., EJ. LIC. NO. 61911 13390 SW 66 ST MIAMI, FL 33183 C.A. t 27157 PHONE, MIS) 639-9840 PROJECT: aL.-- SUBJECT: *-s'AGE INJO - DATE: DESIGNED _RY: ..... • • • -• - f;:57/ • • - - - . : -41-1: ,-.1../ ( /1,17 ..,-•i i •- r-- , , •• • i:.•-• .,•,, ,- • , - • • • _ . . . . . _ . 0,,11 „s' f••• ••••• el 7- I, . • • • • • ; • ••• 'I/ ter • `Z -7- 1 4/7 ted, 4 • rt. ‘,,i2.-f• • " AZ.:,, �.,. , . • . . . . • , f *7— / , ,,,.....,• ........,..,„,,,,..4( frii.,,,,,,,. „._..,.4..,:,.....:.„: . . .... . ........_. .. _ . . TAIN—RAMIREZ, INC: r CONSULTING ENGINEERS FREDY S.I LIC. N. 61011 PROJECT- SUBJECT- 13390 SIN 66 ST CA. t 27167 WAN, FL nip PHONE. (306)639-9800 PAGE NO DATE: DESIGNED FA= ......... . . . . OJeJ ,-. ,..7.--; , :.:„.. / ,c7- . ,i. 17;7 c.:.• . . •-,..•rxi.-',A.- • -•:• • •--, •• \,,,,, ; e• , .....,,,, • • .,..,,,...,,... AL '... .5:..g.ges.n_ '''s • * - -1 — - t..1.)b6"::. ...,:.=•-- ■ . . , 7 -r- i :Mier.. • ..7?-44',....e.. 741;74). hi --_, ,: . ... — ----. r t , 4-JA' 4j -"-<7 i . • f . 1 ■ ',AL N . ....„i . : - •.". — :t0,.----,-• i s i .. i.„..-Q...- •:. f tA, = •%- . if. --- :::: r..:: //./..-7--V-7P4.? • li-- • ,`",-•i - - - : - Tie :71 • .. „. . . . „ . ._ , 0 • /.......-..y — 1 r 1,....., . . . -.. i . WOOD RAILNGS ...5 TAI N -RAM 1 REZ INC. .a CONSULTING ENGINEERS I PROJECT: SUBJECT: FREDY ?AIN, F.E., S.1. Ltc. wo. sigh 13390 SW 66 ST c.k27157 MIAMI, FL 331E3 PHONE. cans) 639-91300 , n 12, c„It'a;t4r / PAGE 1\10..:• DATE:. DESIGNED BY Wad • •- .... .• • Ls ,41 -47 7a., .7 Fi . . •,.Z -. • F.- - • - •/' : er -7- • et2,;i14‘," .11 iP"'/Ij 71/2 1 •-/e • -- / . • . . .. .... . . ,,, .. ... ,....., . . .1 _.... .. .. _ ... ,...5.0 . .L. . 5_s . x . -.ell r-0 ›e', . .. . n..F.'5., 3 t7:- s 70.J.. .. (--7.../._gf.s.. • -,.- sat'. .,ifz,Z(.7...- . ----- 04 C24 ( 0. Z—c,-°--- . ._• . ... ., .. . . ... .• . . . . . .. <4.....,:Tc .,‹ ...3. .7 ••• _:.• _- 7 6, .•.--r, (73,- - A. ,..:::-...,S• . k: :-,‘,. .?.":41'.1•74 ..; • -g.i;‘,.;.?,-;4;, i A; . 1 - - 4 • I° --;,-,k421: -,•:: . . • • . • • **. —• • 6'0 7: /4 Tt") .. , 2 -; 4'; -- : ki- ft •,- --- 'N '--- 4 )" :a'- 4`4 4- • ' - / • 4.0 ( 1`."-z,c1-• /50 . . . . • . • ■ • . • • _ • - • ^ .•- _ • _ Jr...7.:7" • TAN— F.AM R7-77, ccsuTJ E N R.EYTA cssr # 27157 tattr4. PHE 135 -Bt' • eir SJE-jE • /1:./ e.cr . • = 25 . ,14 5e; ,•-•••••;-,-- /25C3C / V- • Zg, Y.F. • 3/ AT.L -L,Tivi RAJLfNGS ...6 Frroieo :i 3riorel. pJD: NG.: -ape Data. JeSior. D4: AL:11011\1 RILING' Di-.S1 N Members: Aluminum Allot' Allowable Srr seg ype of Stress Member (r,SP (i05: le tanguiar Tubes S Srruorura shapes ben; about strong axis. =toun2 anc ova tubes. Snaoes ben; about wear: iY Type of Stress ix axis: oars prates. 24 2E 1E ' for nor: weidec members ant weidec members father. than ' ` rrorr s were. to- weidec member ano members witnir. ' o' a welt Member Fb (rsil Sinare Wet beams bent about stronc axis Q = count an ova tubes. Sprit actanguiars ;a round saotior beams 'Tubes anb box Sectons for nor: welded members and weidec members father than " from a welt. '^ for weidec member and members within '" of a welt YDe o Stress membe- Shear ;instifrenec fiat webs kuminurr Aim; 60E-i-TE Modu42F. o' iti• = 3. Aiurninurr, =Me- Allowable stess to- we..iding w= 730C ps Destar. Stars Fiorida Buildiric; Code 5,-edtior Aluminum Design Manua h/iinirnurr, Desior, 'Loads for Buildings an otnei Striztures. besiar !pads = 5E psi- ° = C.85 VVinc Load 7:- = 56.1 dsf Donsidering 2E solidity ratio epuivaien i. pressure in grosis area L pst 25 psi torn COOE: oontrots. i-iariorai. Design Load. 7B0 Seotior jriitorrn Load = p!, appiieit in any direotior a tne ton DonoentrateP Low.: = 20C applied ai any dolt ir any direction a the tor: Components (intermediate rails. balusters. etc...) Uniform Loac.-!= 25 as' nita -toad applied ovei gross area o guard 33 Wars: oortPiton: soar SPan L teat Fith,14:7-ctim. Maximum Positive Moment for uniform !oat = to7*.con.oentrate.c..; tow. = Mmay = Maximum ivegative IViomerit - to uniform ioat TO concentrate = Mmax Maxirnurr, Shear for unitorrr toac = Maximum Positive Mornen,.. for uniform load = to' concentrated ioat = 5C ■)17 230 136.10 0 v as per A!SC Manua 2-312 1\i:=Ane2 0.07 M=xcoe= me,= C.": 56 50 of M=w 2 717 Lr-FT ooef= 200 Li, -!62 m9•= 0.157 -16' .942 50 pt 200 200 J 50 p■' 200 ..jar.f-TP •AP, x : Mmay = 10.30 .t•--i- 0,625 200 Lb. M= 0.35 ooei 0.07 M=Px2coet = 10 Lb-71 co& = 0.156 Maximum Neoative Moment for uniform load = 50 p0' iv-- -, , ----F1,- oo= 0.-,25 to concentrate oat = 200 -.:c M=4-'xi_loost = 12 Lb-7 00e= 0.157 Mmay= *:,.:_kz+ Maximum Shear to- unitorrri isac. = to concentratet oa Vma>. = = 000'. 10 Lc 0.825 200 _b Fie:JireC S.BnOr. IViC3L11',". TO Srrom.- Axis XE Ks' KS' Fositive W -S=Ivima>, Neciative - Srec = Ma>. S- /Area ;--tf.,auiree Areo=:Vmay.. =Er= Fieouiret Ssztor: Iviobulus fo Waa. Axis V20 - Strong Axis: Mempe7 Rtliyiii77.2vAie. (.-.21.-, fFt ;:orno. ..-..Cil'...--."'" ". --. • KS Fositive v -S=h/irnax Fb= 0.013,2 Negative M :1;=Mrrtax .` r= 0.04: in' Fteguirec .Arep=Vrnay.." = ZoWieDir= eticr. ProviOat for Top Rail =-Cr Weak S‘. I • I Secton. Dva! iViertioer: :Axle ',.ap .-',.1,.3/E!'• Plate bf= ini4 0.143 ir''' S).. 0.21 in". Sy= •.):= ir, ry. in ''' i•-,..- in 1= 0125 in w. 2.75 in errnatiiate Sottorr and iBastes: — 3 C. e cr-eL DiC.K.e.. Spar L = Load by Code = Wind Load = Load max = DOLJFL nal! DOttOtT, ral: Member Ft tension, •-..20 tea: psi kSi Required Sedition Moquius Srec =Kii/Ft, vvidtt-, 2.062 in` Turned Fiat -). Sx. Area Required Ara2=V = C.O2C n2 Sedition Provided Botcorr Fta tSeotion: Onannel MOM:W.7: Area= 0 496 in2 ix= 0.042 in iv= 6.276 in Sx= 2.062 in` Sv= 6.276 in` rx= 0.304 in r■:= 6.767 in ni= 2 in I= 2.125 in in Section Firovicied for Bottom Rah: C.anne 0 2c'i/8 ;am: 7.7;at`2'Slan.S... Spar. hon.= Loac: by Cope Loa:. max = = 'KS Requiret Seotior, Moduius Sr; =1■./F-b= I C.005 Pr' Areal Fteouiret krep=1; Fs = 5.00:5 t n2 Sector Ftovidec mega ■A:tOt = tr Se:tor.. ,z_.:„:]7,,i::::PCAL:tWfV.-.::::::14ti:ig..flt::. iviemmr: Area= 5.17- tn2 ix.= Ci.tn: 2, tnz I y= 0.0•3 in4 Sx= 5..335 ii4 Sy= 0.336 it-,2' nx= 5.2E32 tri ry= 5.282 in 6.= 515 = 5.052 in Seotion F-,,rovioad tor Square Tube 5.75 sa x .032 IViaximurr to7uniforrr for concenTratat 'Dar Reantior Ivipos1= Pima): x hp = vpDst = Eirriax hr.= _ ...engt-it= .42E 50 p5, 200 235.15 5873.4 235. 5 _o PIVIEMDer tensor= Es.= KS: KS iequrra Sectior, h/ipauies Srec, =t+./iFb= .4kreE Require Ar=„4-.:=V = tor ,----roviaez to!' P•os.s 0.772 itn' 0.0318 tr2 238.15 200 Area= ix= tx= iviemper: 1.75 til2 0.91 in4 ty= 0.9-: 0.9-1 in- Sy= C.9', ir,"3 0.72 rv= 0.72 in 0.75 tn ,= 0.25 in Section Proviciee tor Posts Square 'Tube 2 SC'. x 8.25 (7;i-ter:king Fos: in 3ompression F.= 235.15 kik.= Sti.D0 F-ajbw= x. Arse. = t-;.:=9C .2-C. .1; 2.900 ks 1,x 21000 Fs-To: Raiirri i2;onner..tion Aiuminurr All 535E Welt SZE rtr o, welt = Weir. eteCtIVE. tnroa: trii<nes: 733C a; around Wec sixe x C.T7r= LOBE ir Area of welt Aw = Lw x C.T7C7 17' Aliow.aote sna Vaho Aw Flh.= Reauirec Shea:. = 220 Lir DK, Aluminum Filler Alloy E.5:., Fw= 'MO s \Nett Size = Lenatr, of wait v = Weil eisotive watt-, lft=i/8'C.73= 0.08e in .Area ot we w= Lvy x Allowable shear VaII = 1E55-88 kr,tinp Shear Load ir of aorunc 3') 7 ). fr • 17: 3E E = (2..r.,2,2..._., ":.1,:.,..E.L) a= 2.03E, ir (r.4:1..a-n) ;. :7 _ 2E--:5C.88 ._.,-.. 275C.88 LE 45C.00 es (Cr-,-a..r.;2) -,.= "t 400.00 S. Bearing Strengfr. = C.7 Bearing Strength = _ \ 2 • • ."=-• , c• Cane •ft."' Shear ovct>vL C;12 b-= 3overns. • .450.0C OK ir 403C r 4.125 2.950.8E L.b 0.7 (ovon • Vc OK