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RC-18-310 (2),yNORFs °P Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCOR/Dp Permit NO. RC-2-18-31Pe `` Permit Type: Residential Construction rill"It Work Classification., Garage Enclosure Permit Status: APPROVED Issue Date: 7/10/2018 1 Expiration: 01/06/2019 Project Address Parcel Number Applicant 77 NE 105 Street 1121360060150 JESSICA SCHILLING Miami Shores, FL Block: Lot: Owner Information Address Phone Cell EZEQUIEL ZYLBERBERG 77 NE 105 Street (561)703-2510 MIAMI SHORES FL 33138- 77 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone NEXT BUSINESS CORP (786)285-4481 oved: In Review ments: Approved:: In Review Denied: of Construction: GARAGE CONVERSION KITCHEN Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Fees Due Amount Bond Type - Owners Bond $500.00 CCF $18.00 CO/CC Fee $115.00 DBPR Fee $13.50 DCA Fee $9.00 Education Surcharge $6.00 Notary Fee $5.00 P&Z Review Fee $35.00 Permit Fee $900.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $45.00 Technology Fee $24.00 Total: $1,940.50 Valuation: $ 30,000.00 Total Sq Feet: 230 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: GARAGE CONVERSION KITCHEN F Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # RC-2-18-66370 05/14/2018 Credit Card $ 200.00 $ 995.50 06/21/2018 Credit Card $ 995.50 $ 0.00 Bond #: 3824 Invoice # RC-7-18-68134 07/10/2018 Credit Card $ 745.00 $ 0.00 Bond #: 3824 AVallaDle I Inspection Type: Review Planning Review Plumbing Review Electrical Review Electrical Review Building Review Building Review Structural Review Structural Review Structural Review Mechanical Review Mechanical 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 AFFID$(VIT: oartif) dlhat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and tontg<iif ultheh>iore, I authorize the above -named contractor to do the work stated I I I l(L July 10, 2018 Autho e�c ig a wnerig a caner pp (cant / Contractor / Agent Date , 2018 1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit No. RC-2-18-310 PenPermit Type: Residential Construction ' Work Classification: Garage Enclosure Permit Status: APPROVED Parcel Number issue Date: 7/1012018 1 Expiration: 01/0612019 Applicant 77 NE 105 Street 1121360060150 JESSICA SCHILLING Miami Shores, FL Block: Lot: Owner Information Address Phone Cell EZEQUIEL ZYLBERBERG 77 NE 105 Street (561)703-2510 MIAMI SHORES FL 33138- 77 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone NEXT BUSINESS CORP (786)285-4481 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: GARAGE CONVERSION KITCHEN Front Setback: Left Setback: ns Submitted: Yes tificate Date: Fees Due Amount Bond Type - Owners Bond $500.00 CCF $18.00 CO/CC Fee $115.00 DBPR Fee $13.50 DCA Fee $9.00 Education Surcharge $6.00 Notary Fee $5.00 P&Z Review Fee $35.00 Permit Fee $900.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $45.00 Technology Fee $24.00 Total: $1,940.50 Valuation: $ 30,000.00 Total Sq Feet: 230 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: GARAGE CONVERSION KITCHEN F Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # RC-2-18-66370 05/14/2018 Credit Card $ 200.00 $ 995.50 06/21/2018 Credit Card $ 995.50 $ 0.00 Bond #: 3824 Invoice # RC-7-18-68134 07/10/2018 Credit Card $ 745.00 $ 0.00 Bond #: 3824 Building Department Copy Avanaoie inspections: Inspection Type: Review Planning Review Plumbing Review Electrical Review Electrical Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Mechanical Review Mechanical July 10, 2018 2 I JJJ III J• SURVEYNo. 98-0002708-3 MIAMI,TELEPHONE: ONE:(A) 72 64 XjQua �iAruPg�rs .6nr. TELEPHONE: 305 264-2660 �j 1 r FAX: (305) 264-0229 LAND SURVEYORS SHEET No. 2 OF 2 DRAWN BY: AL. LG. BOUNDARY SURVEY SCALE = 1 " = 20' LOT-3 LOT-2 BLOCK - 202 BLOCK - 202 LOT-1 BLOCK - 202 8 c 15'ALLEY (NA:P.) J g a C 1 V ASPHALT o w' F.I.P 3/4 PVMT. U•P, F.I.P 3/4" w - NU L:AF' 0.10'CL. 0.35CL. 4' W.F. 10 75 0.15'CL. o' _ 0.05'CL. b 10.29 10.24 0 % 0 OD % N 0 10.33 x/_ 10.13 x� UL 3. 10.34 _' 9.50' 10.64 x N x CONC. 2� 10.35 LOT -14 N STEP c BLOCK - 202 10.64 17.55' o o 10.36 Ito � O O N 4f ON/PL. + 71.0 10.60' 0.20'CL.L172'j 'C.SC5 j 10.00, 14.40' 9.72 16 ONE STORY x 0 6 10.70' RES. # 77 FLOOD VENT • • ' WIRE FENCE LOT - 15 =10.11 x • • • 10.26 ELEV.=11.99' C A/C • • • • • • • �— M BLOCK - 202 0 •' •' ; • x- GARAGE=9.91' M EM , • • • • • • • 0.10'CL. x N 26.05' .i...i i i . . c - • • ••••• 11.60'T/,-9.79 11.45'o h •••••• • •• •• •• W.F. • • i • i iiii i•iii. .F.�- 15.15" 10. 8' , •.i.•i 06000 of** • • • i 9.1 1 • • • • + 10.10 9.72 • • • •••••• �^- •••• • •••••i i•i•• ••i• • ii N 10.00 • •M 0 10.00 p )RETURN 24' PWY c SPHALT M M -1003N.E.` 10.5th2 STREET 1 T ASPHALT - PVMT. LOT -16 BLOCK - 202 0.12'CL. 75.28' �.. • B.C. ' F.I. P 3/4" NO CAP W.- C) J L6o H SURVEYORS NOTE: . There may be Easements recorded in the Public Records not shown on this Survey. } �1. 1355 NW 97TH AVE, SUITE 200 MIAMI, FL 33172 TELEPHONE: (305) 264-2660 Nova Surveyors, Inc. SURVEY NO 98-0002708-3 FAX: (335) 264-229 DRAWN BY: A.A. LAND SURVEYORS SHEET NO 1 of 2 r. SURVEY OF LOT 15, BLOCK 202, OF DUNNING'S MIAMI SHORES EXTENSION NO.2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 78, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. I F PROPERTY ADDRESS: 77 NE 105 ST, MIAMI SHORES, FL 33138 FOR: JESSICA SCHILLING el R LOCATION SKETCH Scale 1" = NT.S. 9 /O // /2 07 /3 /4 /.5 /6 e 9 /O w n Ale. /06 STREET 8 1 7 1 6 1 AS 1 4 1 .3 1 2 1 / 9 /O s � 1<szd +0 SUBJECT M 670.30 PROPERTY i'' — m IVE'. /05 STREET ABBREVIATION AND MEANING r. A=ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH.=ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT APART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM =PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE c I ao 30`. RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED � = ANGLE 0 = CENTRAL ANGLE T = CENTER LINE tf = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"1: - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. AND LEGAL DESCRIPTIONS PROVIDED 13Y CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120652 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. ►s CERTIFIED TO: JESSICA SCHILLING LEGEND TYPICAL —OH— OVERHEAD UTILITY LINES 2= C.B.S. = WALL (CBW) —x—x C.L.F. = CHAIN LINK FENCE —0-0 I.F. = IRON FENCE yr rr W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS • • SURVEYIOR'SiJOTES • • • 1) IF SHOWN, BEARL61GS AREREFERRED TO ANoP"L4MBD MERIDIAN, 6Y SAID PLAT IN THE DESCRIPTION OF THE* PROPERTI'* ff'Nbf,THEN BEARINGS ARE REFERRE&T.0 COUNTY, Tg)WVNSWP MAPS. • • • 000009 2) THIS IS A SPECIFIC PURPOCE SURVEY. 3) THE CLOSORL-A THE BOUNEFRti'SURVEY 1!?&QIE• • 1:7500FT. •••• •••• ••••• 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE[,'MATY. 0008 • • ALL ELEVAi10M99HOWN ARE REFERRED TO • • NATIONAL GEOGRAPHIC VERTICAL D UM OF 19�� • • • MIAMI DADE t611♦M BENCH jA IIN-567 • LOCATOR N% 41100 • 0000 • ELEVATIOW10.54'FEET OF N.G.V.D. OF 1929 • • • • • • • • • • • • • • • 0000 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE MARRA AT- OF FI D WORK) Y/j / 9 PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: N GE /g I O� �yt I FIC.gp'Q NO.2534 d W E STATE OF i 069 J �40RID Q SJQ� (4AND SUR" 1�O SURVEYOR'S SEAL S � t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION 24UILDING ELECTRIC ❑ ROOFING • Y JUN 2 201 FBC 20 Master Permit No. F, C. t a a Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL �UIVIBING [MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ]E- A1 CONTRACTOR DRAWINGS � JOB ADDRESS: ""f4 L4o5Z'£- City: Miami Shores County: Miami Dade Zip: 3's1 :3 5 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): Z6,STCA�' 1 LLI 4C. Phone#: - 8 Address: -�- Afi- )OSk silts4E-:t- City: N'4v-t i Sn't",2V_-s State: Zip: Tenant/Lessee Name: Email: hone#: CONTRACTOR: Company Name: V" - � ��1-I� Y�O ro^� Phone#: r 2'5-'+r8 k Address: �� tic i1�z CZ � (JOIT 4�1—'k- City: State: Zip: (�'J Qualifier Name: g+✓ � Phone#: 2'BE 4pi State Certification or Registration M 126 , 9I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 0 0 0 Square/Linear Footage of Work: 3 050 41 �L Type of Work: ❑ Addition [Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: T<- � s c, 1�tTc{t�. c4 Zc d Specify color o color thru tile: Submittal Fee $ 2A O • T Permit Fee $ t W O�!) CCF $ tU �(�) CO/CC $ Scanning Fee $ S• � Radon Fee $ CQ DBPR $ I J �V Notary $ rJ Technology Fee $ = `1l'• iii q� Training/Education Fee $ Structural Reviews $ U T'i�-?;a&•(>-� (Revised02/24/2014) Double Fee $ Bond $ Ewo - TOTAL FEE NOW DUE $ (9 c::;Is 24 S. TEAL-- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 qnd a reinspection fee will be charged. Signatu The foregoing instru 2V day of _ AGENT is acknowledged before me this K 20 18 by ss51 GA .SCV11 11 -%who is pe sonally known to {] �1 me or who has produced1Y`Q1( �� Lq,iI S i as CRY **** C: APPROVED BY take AN oath. Signature The foregoing instrument was acknowledged before me this y of n`i 20 t0 , by V� dawho is personally known to me or who has produced �YiV'(� J (LLbS'P as identification and who d' a n oath. NOTARY PU LIC: o- Sign:_ Print: Seal: YANADY ACl' COMVISSION � Fr EXPIRES: March Plans Examiner Structural Review (Revised02/24/2014) V YANADY PRUr0 Ml` Oh4`"lSSION N FF 214031 EXPIRES- March 25, 2019 6cndcd'h,u M)tary Pub' c Undcruiwr; ************* Zoning ___ Clerk ,-P Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to owner — worKers• compensation Insurance txemption 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 Y U ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. / _ z1_\ Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this < day of J UAq— 20 By CSSI ) I t I h who is personally known to me or has produced 1 as identification. MAHARAI K. GONZALEZ :eke<r: MY COMMISSION # GG 02020 020 0 Notary: *; * EXPIRES: November 2, 202 riters r' d?hru Notary Public Undem r ec Ronde •'F�ii�`O'• SEAL: r Ff2z(.JUN 2 20 8 BY Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. T Owner's Name (Fee Simple Title Holder): �iss►cam (.( L t ,.� n Phone #:s R Owner's Address: r a : A /- Sf d City: !t� r 0 State : Zip Code: 33� fob Address (Of where work is being done): ) l\JG7 t os: Azz a City: Miami Shores State: —Florida Zip Code: Contractor's Company Name: `�-f Q' `�' n Phone #: , Address: City: Rate: Zip Code: Qualifier's Name: Lic. Number: Architect/ Engineer of Record Name: Address: City: State: Phone #: Zip Code: Describe Work: �Y �t1` 'e- U C,/ Y'V QQ-,�-O v' �nVkA �60\k� 0UJA1-qI1( Va CO oL 40 ,r hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the is i Shores harmless of all legal involvement. 4 Signature Signature _ Owner or Went g Contractor or Architect The foregoing ins rument was aknowledged before me The foregoing instrument was aknowledged before me this day of � n'e XAS,by SSiCq-D •S Ch?'1I raj this day of 20 by Who is personally known to me or o has produced (J who is personally known to me or who has produced Y i V4 V 1 I C`WS—Q. as indentification. as indentification. No ry ub i • Notary Public: Sign: Sign: Seal: YANADY PRIETO MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 Bonded Thru Not:ryPub'i�- L-.. Seal: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: ',' Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ' Certificate must specify the description of operations or contractor license number. .......................................................................................... BUSINESS NAME: BUSINESS ADDRESS: -344'0 NE- HZ AA CITY BUSINESS PHONE: () FAX NUMBER ( ) CELL PHONE ( lS S— 4491 QUALIFIER'S NAME:. QUALIFIER'S LIC NUMBER: C�&= i2-E 014 1 �, STATE ZIP 331$0 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SEGAL, RUBEN JAVIER SR NEXT BUSINESS, CORP. 3440 NE 192ND STREET APT4P-A AVENTURA FL 33180 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.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn 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! (850) 487-1395 STATE- OF FEORIDA - ___ DEPARTME=F-BUSINE8&AND %--P.ROFES910N'A6MGULATION,7 - - —CBC12604194i,f S'�VED 08/29/201.6- =�-. t� -CERTIFIED B .1G�{71N3m, N tQ -�-"- r--crcei't7?�.` DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY JEFF ATWATER CHIEF FINANICAL 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: 5/14/2017 PERSON: SEGAL FEIN: 200142167 BUSINESS NAME AND ADDRESS: NEXT BUSINESS CORP 3440 NE 192 STREET UNIT 4P-A , MIAMI FL 33180 SCOPE OF BUSINESS OR TRADE: Licensed Building Contractor EXPIRATION DATE: 5/14/2019 RUBEN J 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. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 008407 Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 5550745 BUSINESS NAME/LOCATION NEXT BUSINESS CORP . 3440 NE 192 ST UNIT 4P—A AVENTURA FL 33180 RECEIPTIiflW'" - EXPCRES,�-..'- RENEWAL SEPTEMBER 30, 2018 5791299 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED NEXT BUSINESS CORP 196 SUB -GENERAL BLDG CONTRACTOR BY TAX COLLECTOR CBC1260419 Worker(s) 1 'i b $45.00 09/18/2017 CHECK21:=1.7-082175 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. t For more information, visit mrm P dadp.gov/texcollector .dim ' CERTIFICATE OF LIABILITY INSURANCE DATE /21/2/18 O6/21 /2018 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 CONTACT NAME: Marta AIOnSO PHDNN . (305)266-6493 aC No): (305)262-0679 Florida Bankers Insurance 6874 SW 8 ST E-MAIL marta@floridabankersinsurance.com INSURERS AFFORDING COVERAGE NAIC # Miami, FL 33144 INSURER A: AIX SPECIALTY INSURANCE CO Phone (305) 266-6493 Fax (305) 262-0679 INSURED INSURER B INSURER C : NEXT BUSINESS CORP. INSURER D : 3440 NE 192 St Apt # 4p-4 AVENTURA FL 33180 INSURER E - 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 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. INSR LTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MM DD POLICY EXP MM D LIMITS A 0 COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE❑ OCCUR N N B# 181047 06/04/2018 06/04/2019 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREMISES Ea occurrence 1 $ 00,000.00 MED EXP (Anyone person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: 1 POLICY ElPRO- ❑ JECT LOC ❑ OTHER GENERAL AGGREGATE $ 1,000,000.00 PRODUCTS -COMP/OP AGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ALL OWNED ❑ SCHEDULED ❑ AUTOS AUTOS ❑HIRED AUTOS NON -OWNED ❑ AUTOS ❑ ❑ COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / NER ANY PROPRIETOR/PARTNER/EXECUTIV OFFICER/MEMBER EXCLUDED? � (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A ❑ PE Ill ❑ OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFIED BUILDING CONTRACTOR LIC: CBC1260419 CERTIFICATE HOLDER CANCELLATION Miami shores village 10050 NE 2 nd Avenue Miami Shores, Florida 33138 ACORD 25 (2014/01) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD LOCATION: Residence Zylberberg 77 NE 105 street Miami Shores, Florida 33138. PROPOSAL ESTIMATE: Items Description Estimate Price 1.- DEMO Take out the existing cabinets kitchen. - Take out all interior garaje.- Take out the block Wall Labor $ 1,800.00.- , 2.- MECHANICAL Provide and install the new equipment. - Provide and install the new ducts. - Provide and install the new grille. - All the Mechanical works, Accord to the plans. - Labor and material.- $ 7,000.00.- 3.- ELECTRICAL Provide and install the new electrical panel. - Provide and install, the new fixtures lights. - Provide and install, the new switches and outlets. - Make the new underground. - Provide and install the new installation, for the a/c. - All the electrical Works, Accord to the plans. - Labor and material.- $ 8,000.00.- ' 4.- PLUMBING Install the new vanity, toill., faucets, shower valve and drain. - Install the new sink, d/w, and Ref., in the kitchen irea.- Install the water heater, and w/d machine. - All the plumbing Works, Accord to the plans.- ✓ Labor and material.- $ 4,800.00.- 5.- FLOOR/STRUCTURE/WINDOW and DOORS Install the new stucture floor, in the garaje irea (plywood, Durock) Install the new walls, and ceiling w/insulation (metal framing, drywall) Install the new porcelain tile, in the bathroom irea.- Provide and install. the new by folds- int. Door. and ext. 'RGIC6 -3L� •000:0 ...... .. . .... 000000 see*:* ...... .... .... . . .... •000 •...• ...... . . 00000 .. .. .. .. ...... . . . . • * 0 0 • • . ...... � t LYGA6 CN.Z3MU33 0-,Uf VI UtfUlt Miami June 22, 2018 6.- FEES • • • Contractor fees, supervision and inspections.- $ "'; •' ' • •' • • • • • • 5,480.00.- ....,, .,., •, •... .... ••D•, PROPOSAL ESTIMATE $ 36,080.00.- • Thirthy Six Thousand Eighty dollars. - NOTE: In this proposal is not included the fees in the City . `. ; of Miami Shores.- ' • .".'. :;See* ' TIME OF WORK: 4/6 labor weeks. - PAYMENTS: 30% Advance 50% As progress 20% Final APPROVED DATE berg 10/02/18 10/02/18 NFL 2)usl j 344o Mc-- C bc,- k2C=,o,q19( 3UL7, �,o/2ott3, C,o,g-� cF Elk EAg- S oY h -t e n rct CGS r�0 d � •� � t t �c��- �-S i�� Ca��v''1 MAHARAI K• NONZALEZ •�iP.vu GG 044602 MY COMMISSION # EXPIRE S: November 2, 2020 ec dedThNNotarl Public Underwriters Bon Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 PROPERTY LOCATED AT: R,--.CEIVED,.� . JUN 2 9 1018 HOLD HARMLESS Ceffl&ZnJ jv-a8l as contractor of record of the subject property, Permit number ZC 31 o would like to request an early start permit as allowed under section 105.12 of the 2017 Florida Building Code for -the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit,. provided the work does not proceed past the first required inspection. 1 agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from resulting from missed inspection of the above mnbon correction, if required, of work performed under the above IfWF—t� o� a) - Print Name General Contractor, qualifier State of Florida. County of Dade: amwe responsibility for the The undersigned, being the first duly sworn, deposes and says that helshe is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, State of Florida at Large ABLE 9k, �^ e 64j60 ^ AG ;�L�arnm ' t Miami Shores Building Department 10050 N.E. 2"d Avenue Miami Shores, FL 33138 Comment Review Narrative 77 NE 105t" Street Revision 3 — June 27t", 2018 ',,,,• .•�••• Permit No. 18-310 Structural Review: """ • • • • .... . .. ..... Comment 2,3 •••••• 940,966••%•' • Site wind load calculations provided " " " ' """ • Structural wind load calculations provided 0 see*:* Building Review: .. .• . •..••. Comment 1,2 • Insulation and SHGC changed to reflect those used in the MEP engineers energy calculations Comment 3 • All changes are clouded and marked with a delta Thank you for your assistance — David Schwade, ANDstudio of: FL SC CO AR97772 sHEDP�G� Miami Shores Village RECEIVED ,X \00 Building Department FEB 071018 b\\�\ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (% , Tel: (305) 795-2204 Fax: (305) 756-8972 Cob➢�-�J INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 I -' BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS -ttAJOB ADDRESS: N G �v� S' - '« City: Miami Shores County: Miami Dade Zip: ✓ 3 ( ? Folio/Parcel#:I/ — a 13 6 — botq — 6 % 5y Is the Building Historically Designated: Yes NO _ Occupancy Type: „f; Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder: v `�f`j�� tKA Phone#: [ 3Y6 2— J l�' Address:_ -?' Al ! OS '-5-+reet' City: I,^M i n a e'e f State: E2 Zip: ✓ 3l �� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration M DESIGNER: Architect/Engineer: _ m ne#: p: - 6 )-It - 3a ( a r Address: City: State: Zip: Value of Work for this Permit: $ 30- ! C0d Square/Linear Footage of Work: 1i 30 fz 6f^*tqlc-� Type of Work: ❑ Addition ❑ Alteration ❑ New ❑R epair/Replace ❑ (Demolition Description of Work: 6Q r 44A r Orlt�t fi c)n [T Gnu, r ,AAOc� \ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 4 n ,J • 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. Sign The foregoing instrument was acknowledged before me this V —Y� day of 6 d" 20 by Tssw"Ispersnally known to e or who has produced Jr- 1 i I tX� as identification and who did take an oath. NOTARY PUBLIC: ��'� MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 Sign: ........... *� Print: t, Bonded Thru Note ry Public Underwriters Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as **s *s*****s*s APPROVED BY Plans Examiner 5 Zoning Structural Review Clerk (Revised02/24/2014) NAM E Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: O a- O a a l 9 ADDRESS: 'V� �b� �w�f I �I �.,^; .S 1p,re � rt_ 3 3 t,3 g Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my o contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he r she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. 1 understand that my failure to follow these may subject to serious financial risk. Initial - Ine 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the In rnal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: rutit, to Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this !/ day of 20 , 3 By who was personally known to me or who has Produced 2m3� Z N � th License as identification. Z y H 96 ,1:*9N G N G N N AVk, NOTARY N Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PREPARED BY: DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: a silc4 S�„ �I._Z 6� WHEREAS, the undersigned J� irr is/are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: r r Lot(s) Block 2Z of! UA n'A (Subdivision), allordinggto _YLthe plat thereof, as recorded in the Plat Book Page_ of the Public Records of Miami -Dade County, Florida, (address) N t t'r1 .fie and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this —24— day of alAl�Qr 200]f. /F " WITNES �- 2lipm P1 Signature SigA ure and Print 0 and Print >1 ' Signature w Q Signature and Print a `r�"(10 and Print STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) 1 HEREBY CERTIFY that on this day personally appeared before me SCA A(4:5 who is personally known to me or has produced !� L Y4A &ZU-" k (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed.\PNA GRA01 % SWORN TO AND SUBSCRIBED before me on this .Z G day of My commission expires: NOTARY PUBLIC, ATE OF FLORIDA 10050 N.E. SECOND AVE -P F;,aRivP MIAMI SHORES, FLORIDA 33198-2,982 TELEPHONE (305) 795-2207 R V'S E FAX 13051 /56-e972 A H, N 01annin; 8, Zcr,r1Q orean, DEVELOPMENT ORDER File Number: PZ- 1 -25-18-03 ) Property Address: 77.\',,E 105"' Street N/liarni Shores Fl- 3-3138 Owner/Applicant: Ezequiel Zy1berberg 8-, Jessica Schilling Address: 77 NE 105'�'Strcct Miami Shores Fl.- '; .1.3 13 8 Whereas. the applicant Dequiel Zylberberg & ..lessica Schilling (Owner). has filled an application for site plan review before the Planning Board on the above property. 'I'he applicant sought approval as follows: Pursuant to Articles IV. V and VI ol'Appendix A Zoning. Sec. 400 Schedule of Reaulations and See. 600. Site plan review and approval required. Garage Conversion. Whereas. a public hearin� , was field on January 25, 201.8 and the Board. after having considered the application and after hearing testirnonv and reviewing the evidence entered. finds: I 1. The application was made in a manner consistent w1th the requirements of the Land Development Code of Miami Shores Village. Z 2. 1-he conditions on the propervy and the representations made at the hearing merit consideration and are consistent with the requirements of' the Land Development (.,ode. The Board requires that all further development of the property shall be performed in a manner consistent kvith the site. plan. drawings. and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to maintain two (2) legal parking, spaces on site. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginnino work. 4) Applicant to apply for and obtain all necessary' permits and approvals from outside agencies. P-,1te I ot, DO-PZ- I -25-18-03-Sclii Ili ng,.-Gci>n�crsion 2 VISIT US 1 Luujw.miamishoresv'lilage,co,-,,� 5) All erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion 'ineasures (silt fences, straw barriers. etc.) and anti -trading area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources. Environmental Plan Review Division (DRER. FPRD) and the Miami -Dade Department of Health (DOH/1-IRS ' ) as required. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of" tile development order by the board chair. or if the work authorized by it is suspended or abandoned for a period ofat least one (1) year. 9) Applicant to complete a covenant in the form of "Declaration of Use" assuring the property is used only for a single family purpose. record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. Additionally. the applicant must, satisfy all applicable Miami Shores Village Codes. Z= Miami -Dade County Codes. the applicable building and life safety codes required for development. and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 215 h day of" January. 2018 by the Plannint, and Zoning Board as follows: Z Motion. to approve subject to Staff recommendations by Ms. Hegedus with a condition that the plans match the East side of the property with the same type of window, and a covenant that it remains single family. Seconded by Mr. Bergman and the Motion passed 4-0. Mr. Snow Yes Mr. Bergman I-- Yes Mr. Hegedus Yes Mr. Brady Yes Chairman Busta Absent Date vid Snow Vice Chair. PlanniriL, Board Pale 2 of 2 DO-PZ- I -25-18-03-Sciiilling_Gconvei'siolI '10 rr LD 11 PREPARED BY: y° a DAD - ay y"SM day of won 2 201 AID20--- frand � d ON Cam QC rAKEERAZIL#162588 EDECLARATION OF USE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned r i aS C4 ) (M � l .nr �l �i' i � � � � is/are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: Lot(s) (� Block 2-0,2- of Un n (Subdivision), agg ordin/g to the at thereof, as recorded in the Plat Book Page _ of the Public Records of Miami -Dade County, Florida, (address) ry l tit Je and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: agree: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused 200tE. WITNES ��)l P1 Signature '/ and Print�bo r Signature �� Q and Print a ` o rl-a(3 STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) hand(s) and seal(s) to be affixed hereto on this -26- day of Gl liva.r Sign ure and Print ' ( r >n Signature and Print �ZF -Cl ZY / Ctt?G ,� &u5 "C(Z7/6crge✓S 1 HEREBY CERTIFY that on this day personally appeared before me Cresjicq SC% A,45 who is personally known to me or has produced F L 90"Al & Cc" ll (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. ��`R�0A. �f�01 /% $ION SWORN TO AND SUBSCRIBED before me on this e2 G day of �ld�ly4 2091 JGJST 16,?o�PF�•,• My commission expires: y *,G D900 NOTARY PUBLIC, ATE OF FLORIDA 3rP�T�.pllpc`�-'y4 i Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-006-0150 Property Address: 77 NE 105 ST Miami Shores, FL 33138-2030 Owner EZEQUIEL ZYLBERBERG JESSICA D SCHILLING Mailing Address 77 NE 105 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units ............. 1 ...__ Actual Area 1,542 Sq.Ft Living Area 1,209 Sq.Ft Adjusted Area 1,307 Sq.Ft Lot Size 19,225 Sq.Ft Year Built 11939 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value _........... .._..... _........ $90,968 $90,968 ------ $90,968 XF Value $811 $821 $624 Market Value $322,417 $289,796 $255,486 Assessed Value $166,552 $163,127 $161,994 Benefits Information Benefit Type 2017 2016 2015 _.... Save Our Homes Assessment .......... $155,865 $126,669 $93,492 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description UNNINGS MIAMI SHORES EXT NO 2 B 41-78 LOT 15 BLK 202 LOT SIZE 75.000 X 123 OR 19951-3813 10 2001 1 Generated On : 1/26/2018 Taxable Value Information 2017 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $116,552 $113,127 $111,994 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $141,552 $138,127 $136,994 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $116,552 $113,127 $111,994 ... _............ _ Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $116,552 $113,127 $111,994 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/22/2017 $415,000 30679-4399 Qual by exam of deed 10/01/2001 $180,500 19951-3813 Sales which are qualified L04/01E/1998 $108,900 18090-2367 Sales which are qualified $84,500 17084-0669 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp:/twww.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 1 /26/2018 s • QA • • • • • ..' • SAG E ..' .' i/23.. COVER SHEET �• • DATE: June 27, 2018 PROJECT: HOUSE REMODELING ��0�•�0'gdOo CHR��,' ADDRESS: 77 NE 105 ST. ; p dOW.� MIAMI SHORES FL. 33138 ? d�j►�AEO i► CLIENT: Si"RUCTUFA:L REVIEW DESIGN BY: APPROVED.,._. _.. 0A71 This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 23. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in- house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 23. 1 INDEX DESCRIPTION Deck Design Wind Analysis Wood Deck Design Wood Joist Design Wood Girder Design Strap Selection Wood Connections Design Foundation Design Wood Floor Design Wind Analysis Wood Joist Design Hanger Selection PAIGF PAGE 1 9 10 11 12 13 17 18 22 23 . 12 i 1 /23 ease • a e•a• MECAWind Version 2.1.0.6 per ASCE 7-1.Oa• aaa.as Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprist.?.!1 a • Date Project No. as •• Company Name Designed By cease• Address Description •••a • as City Customer Name •see•• a• • State FL Proj Location so**** • • • •• • File Location: 000000 \CALL\wind.wnd ••.... • Directional Procedure All Heights Building (Ch 27 Partala • All pressures shown are 0*0000 based upon ASD Design, with a Load Faatoreof .6 Basic Wind Speed(V) = 175.00 mph *.ea : •• • Structural Category = II Exposure Category = Dae•a•a Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 1.00 ft Type of Roof = Gabled RHt: Ridge Ht = 1.00 ft Eht: Eave Height = 1.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 775.00 ft^ 2 Bldg Length Along Ridge = 25.00 ft Bldg Width Across Ridge= 31.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.00 ft lzm: Cc*(33/Zm)'0.167 = 0.19 Lzm: 1*(Zm/33)"Epsilon = 535.47 ft Q:(1/(1+0.63*((B+Ht)/Lzm)'0.63))'0.5 = 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 2/23 rd B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)"2*I*Kh*Kht*Kd = 41.19 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 775.00 ftA2 Reduction Factor based on Roof Area = 0.83 MWFRS-Wall Pressures for Wind Normal to 25 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ----------------- ----------- Leeward Wall -0.45 -23.24 -8.41 Side Walls -0.70 -31.92 -17.09 Wall Blev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------------------- ------- --------- Windward 1.00 1.03 1.00 41.19 20.60 35.43 43.84 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 0.5 ft -0.90 -38.93 -24.10 0.5 ft to 1.0 ft -0.90 -38.93 -24.10 1.0 ft to 2.0 ft -0.50 -24.92 -10.09 2.0 ft to 31.Oft -0.30 -17.92 -3.09 MWFRS-Wall Pressures for Wind Normal to 31 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.92 -10.09 3/23 . . .... ...... Side Walls -0.70 -31.92 -17.09 �••• •.•• • Wall Elev Kz Kzt qz Press Press Total • ft P GCp - Cpi +/-GCpi ••..•• • ---------------- ------ ----- ----- -------------- ---------------- ••.• •• • • • Windward 1.00 1.03 1.00 41.19 20.60 35.43 45.52 •••••� �•.• ••••• • • Note: 1) Total = Leeward GCPi + Windward GCPi •••.•. •. • •.••• • • Roof - Dist from Windward Edge Cp Pressure Pressure � • � • . ••••.• +GCpi(psf) -GCpi(psf) •'•• " • • • 0.0 ft to 0.5 ft -0.90 -38.93 -24.10 •' • •• • • • 0.5 ft to 1.0 ft -0.90 -38.93 -24.10 •• • 1.0 ft to 2.0 ft -0.50 -24.92 -10.09 2.0 ft to 25.0 ft -0.30 -17.92 -3.09 4/23 MECAWind Version 2.1.0.6 ASCE ••• 7-10 ••' Developed by MEGA Enterprises, Inc. Copyright 2017 www.mecaenterprisA!I'y 0 Date Project No. ••Y••• Company Name Designed By •••• Address Description • • City Customer Name •••• State FL Proj Location •••••• File Location: CALC\wind.wnd 00 • • Roof not shown 5! 4 1 15 1 ' WAS f r a a \\\ I I 1 I I I 1 I I ;5 2; 1 1 i2 1 I I I I I 1 I I I a 3r- 2----2 3 Gable Roof 8 : = 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft'2 GCp GCp psf psf -------------------------------------------------------------------------- JOIST 0.13 4.00 5.3 1 0.30 -1.00 19.77 -48.61 JOIST 0.13 4.00 5.3 2 0.30 -1.80 19.77 -81.56 JOIST 0.13 4.00 5.3 3 0.30 -2.80 19.77 -122.75 GIRDER 0.13 5.42 9.8 1 0.30 -1.00 19.77 -48.61 GIRDER 0.13 5.42 9.8 2 0.30 -1.80 19.77 -81.56 GIRDER 0.13 5.42 9.8 3 0.30 -2.80 19.77 -122.75 WOOD DECK 0.46 1.50 0.8 1 0.30 -1.00 19.77 -48.61 WOOD DECK 0.46 1.50 0.8 2 0.30 -1.80 19.77 -81.56 WOOD DECK 0.46 1.50 0.8 3 0.30 -2.80 19.77 -122.75 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V'2*Khcc*Kht*Kd = 41.19 psf 5/23 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date Project No. Company Name Designed By Address Description City Customer Name State FL Proj Location File Location: CALC\wind.wnd Directional Procedure All Heights Building (Ch 0 27 P�rt.*I) •'•'� " ";' All pressures shown are based upon STRENGTH Design, with a Load 'Factor of.•'$' ' • Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category • e 9•• D • • • Natural Frequency = N/A Flexible Structure a .. No• • • • Importance Factor = 1.00 Kd Directional Factor '.a..* 0.81 �..� ..... Damping Ratio (beta) = 0.01 9 Alpha = 11.50 Zg 0 4r . �?o 0 . 0 0 ate �' ...... At = 0.09 Bt .0.... 1.07 .• Am = 0.11 Bm _ • 0 0.80 Cc = 0.15 1 = 650.00,•$b•- *000% Epsilon = 0.13 Zmin :_ .*. 7.00 ft :••••: Slope of Roof = 0 : 12 Slope of Roof (Theta) '_' ' .00'*6%4. 0 Ht: Mean Roof Ht = 1.00 ft Type of Roof = Gabled '• • RHt: Ridge Ht = 1.00 ft Eht: Eave Height = 1.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 775.00 ft' 2 Bldg Length Along Ridge = 25.00 ft Bldg Width Across Ridge= 31.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.00 ft lzm: Cc*(33/Zm)'0.167 = 0.19 Lzm: 1*(Zm/33)'Epsilon = 535.47 ft Q:(1/(1+0.63*((B+Ht)/Lzm)'0.63))''0.5 = 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 6/23 z B Kh: 2.01*(Ht/Zg)'(2/Alpha) = 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 68.65 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 775.00 ft"2 Reduction Factor based on Roof Area = 0.83 MWFRS-Wall Pressures for Wind Normal to 25 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- Leeward Wall -0.45 -38.73 ----------- -14.02 Side Walls -0.70 -53.21 -28.49 Wall Elev Kz Kzt qz Press Press Total ft psf +Gcpi -GCpi +/-GCpi ---------------- ------ ----- ------------ ------- Windward 1.00 1.03 1.00 68.65 ------- --------- 34.33 59.04 73.06 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(pef) --------------------------------- ------ 0.0 ft to 0.5 ft -0.90 ---------- ---------- -64.88 -40.16 0.5 ft to 1.0 ft -0.90 -64.88 -40.16 1.0 ft to 2.0 ft -0.50 -41.54 -16.82 2.0 ft to 31.Oft -0.30 -29.86 -5.15 MWFRS-Wall Pressures for Wind Normal to 31 ft wall (Along Ridge) Wall Cp --------------- ------ Leeward Wall -0.50 Pressure Pressure +GCpi (psf) -GCpi (psf) ----------- ----------- -41.54 -16.82 7/23 Side Walls -0.70 -53.21 -28.49 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- Windward 1.00 1.03 ----- 1.00 ------- ------- 68.65 ------- --------- 34.33 59.04 75.86 Note: 1) Total = Leeward GCPi + Windward GCPi �••••• Roof - Dist from Windward Edge Cp Pressure Pressure • • ••• " • +GCpi(pef) -GCpi(psf) •••• i •••• •• • • • • --------------------------------- ------ ---------- ---------- •••••• •• • ••••• 0.0 ft to 0.5 ft -0.90 -64.88 -40.16 • 0.5 ft to 1.0 ft -0.90 -64.88 -40.16 •••••• • .••••. 1.0 ft to 2.0 ft -0.50 -41.54 -16.82 " " •••••• •' • �••• • • 2.0 ft to 25.0 ft -0.30 -29.86 -5.15 • ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• 8/23 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date Project No. Company Name Designed By Address Description City Customer Name State FL Proj Location File Location: CALC\wind.wnd J-' Roof not shoval 51 �. I WAS 1 'r a • • •••• •••••• • a 3L-- -•��+3 21 1 ..T,? Y1900000 I ... . ..•••. .. I . ... • 1 004,. I .• a 3 � - 2----2-1 3 Gable Roof 0 <-= 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft'2 GCp GCp psf psf -------------------------------------------------------------------------- JOIST 0.13 4.00 5.3 1 0.30 -1.00 32.95 -81.01 JOIST 0.13 4.00 5.3 2 0.30 -1.80 32.95 -135.94 JOIST 0.13 4.00 5.3 3 0.30 -2.80 32.95 -204.59 GIRDER 0.13 5.42 9.8 1 0.30 -1.00 32.95 -81.01 GIRDER 0.13 5.42 9.8 2 0.30 -1.80 32.95 -135.94 GIRDER 0.13 5.42 9.8 3 0.30 -2.80 32.95 -204.59 WOOD DECK 0.46 1.50 0.8 1 0.30 -1.00 32.95 -81.01 WOOD DECK 0.46 1.50 0.8 2 0.30 -1.80 32.95 -135.94 WOOD DECK 0.46 1.50 0.8 3 0.30 -2.80 32.95 -204.59 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V''2*Khcc*Kht*Kd = 68.65 psf 9/23 LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7-1Q• DL = 15.00 psf DL :j .•. 9:04 psf ••••;• + LL = 30.00 psf + 0.6 W :;..... -12275 psf ... .:. UL = ' 75.00 psf D+0.75L+0.75(0.6W)00:0 -60.57 psf ;.•••; 0.6D-0.6V11••••' -11V4 psf ••;••• Ltributary 0.46 ft W max :.' ..' S�.$ #/ft • • • ... WOOD BENDING AND DEFLECTION """ ' DEFLECTION • '•"'• L = 1.50 ft •• �• • W max = 52.33 */n b = 5.50 in d = 0.50 in Fb = 1,100.00 psi CD=1.0 E = 1.60E+06 psi Ix = 0.06 in" (DL+ILL) A= 0.04in DL+LL-4L/240 Operm= 0.08 in, FBC 1610.1 Lmax = 1.81 ft. Allowable for deflection to DL + LL. ( LL ) A = 0.03 in LL—*L/360 Aperm = 0.05 in, FBC 1610.1 Lmax = 1.70 ft. Allowable for deflection to LL. 0 <_, OK a erm BENDING Mmax = 14.72 # - ft VGRAVITY = 56.25 # - ft S = 0.16 in' VNET UPLIFT = 39.25 # - ft Sx = 0.23 in S <_, OK Sx Lmax = 1.79 ft. Allowable for bending USE WOOD I JOIST (1) 6 X 1 @ 6 in O/C 10/23 LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7.1Q, DL = 15.00 psf DL ' .•. 9.00 psf ••••:' + LL = •• . 30.00 psf + 0.6 W r..+.. .... -122.T5:psf ....:. UL = 75.00 psf D+0.75L+0.75(0.6VIlj;;;;' -60.67 psf ;••••; 0.6D-0.6VV••••• -11$.`Wpsf ••;••, L = tributary 1.50 ft W " •': max : + • • 17(1.83'#/ ' •' �' ft • • • • • • WOOD BENDING AND DEFLECTION :":': '• DEFLECTION "'••• L= 4.25ft W max = 170.63 "/ft b = 1.50 in d = 5.50 in Fb = 1,000.00 psi CD=1.0 E = 1.60E+06 psi Ix = 20.80 in (DL+LL)A= 0.02 in DL+LL—*L/240Operm= 0.21 in, FBC 1610.1 Lmax = 8.69 ft. Allowable for deflection to DL + LL. (LL)A= 0.02 in LL_>L/360 Aperm= 0.14 in, FBC 1610.1 Lmax = 8.18 ft. Allowable for deflection to LL. 0 <_, OK 0 erm BENDING Mmax = 385.25 # - ft VGRAVITY = 159.38 # - ft S = 4.62 in' VNET UPLIFT = 362.59 # - ft Sx = 7.56 in' S <_, OK Sx Lmax= 5.44 ft. Allowable for bending USE WOOD I JOIST (1) 2 X 6 @ 18 in O/C 11 /23 GIRDER DESIGN LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7-1D,. DL = 15.00 psf DL - .•. 6.0&psf "••:• + LL = 30.00 psf + 0.6 W -122,;g Psf ••••:• UL = 75.00 psf D+0.75L+0.75(0.6W)';;;;' -6Q.57•psf ;••••; 0.6D-0.6VV •••••-11115•psf ••;••. (-tributary= ...... 3.00 ft Wmax :.'..' ... 341,26,#/ft ..... ...... WOOD BENDING AND DEFLECTION :":': ' •• DEFLECTION •••�•• L = 5.42 ft • Wmax = 341.26 */ft b = 3.00 in d = 5.50 in Fb = 1,000.00 psi CD=1.0 E = 1.60E+06 psi Ix = 41.59 in4 (DL+LL)A= 0.07in DL+LL_+L/2a0 Operm= 0.27 in, FBC 1610.1 Lmax = 8.69 ft. Allowable for deflection to DL + LL. (LL)A= 0.05 in LL- *L/360 Operm= 0.18 in, FBC 1610.1 Lmax = 8.18 ft. Allowable for deflection to LL. 0 <_, OK 0 erm BENDING Mmax = 1,253.13 # - ft VGRAVITY = 203.25 # - ft S = 15.04 in VNET UPLIFT = 924.82 # - ft Sx = 15.13 in S <_, OK Sx Lmax= 5.44 ft. Allowable for bending USE WOOD I JOIST (2) 2 X 6 @ SUPPORT Wind Pressure 204.59 psf (ULTIMATE) DEAD LOAD 15 psf LIVE LOAD 60 psf L 1 0.00 ft L2 3.00 It L3 0.00 It JOIST SEPARATION 18 in DEAD LOAD LIVE LOAD WIND LOAD L4 L5 AL. GRAVITY (1) AL. UPLIFT (1) + AL. GRAVITY (2) AL. UPLIFT (2) + L TOTAL L5 Gravity (Concentr.) Gravity (Distributed) Total Gravity (R1) 0.6 D 0.6 W Net Uplift (Concentr.) Net Uplift Total Net Uplift (R1) (Concentr.) Total Gravity (R2) 0.6 D 0.6 W Net Uplift (Concentr.) Net Uplift Total Net Uplift (R2) P1 P2 0.0 lb 0.0 lb 0.0 lb 0.0 lb 0.0 lb 0.0 lb 0.00 ft 0.00 ft NA N/A 687,0 lb STR.1 OK NA N/A 511.0 lb STR. 2 OK 3ft 3.00 ft 1.50 ft 0.0 lb 168.8 lb 168.8 lb 9 psf 122.8 psf 0.0 lb -255.9 lb -255.9 lb 1.50 It 0.0 lb 168.8 lb 168.8 Ib 9 psf 122.8 psf 0.0 lb -255.9 lb PROJECT: SUBJECT: ADDRESS: DATE: DESIGN BY: 12/23 STRAP DESIGN SHEET No. EO OF • USE (1) NVHC 43 BY NU VUE W/(9) 10d FASTEN 5S INTO• •' WOOD JOIST & (9) 10d FASTEBERS INTO i*ivy • FL # 16294 •••• • •• GRAVITY NA ••••• •• • UPLIFT 687.0lb ••�••� �••�•� USE (1) AB-5 BY NU VUE W/(4) 10d X 1 1 /2 "TO • • • WOOD JOIST & (4) 10d X 1 1/2 NAILS INTO4-IEADER • • FL # 16294 • • • GRAVITY NA UPLIFT 511.0lb LOAD R1 R2 GRAVITY 168.8 lb 168.8 lb NET UPLIFT -255.9 lb -255.9 lb 'v r'F, VI f = J + L P; P2 + ° L. _. YY LI _ UL - -- - L3 4. TOTAL_ -�- NFT UPL F" = 0 6D + 0 (-)WIND P, P2 y -4 L5 �,� L.F. } _LL L TOTP..L� y ' 13/23 ' . . .... ...... ...... .. . ...... ...... ... ..... .... ... ...... \/ /V 1p G D AC = .20 s • •. . .. . . • • • . • . .ZDy, 59 f'SF k his ;� 1, S' = 155319tl Z S C R r w 'ry PE - 44- 1D x 3 - %a'' 0Cc C I0 WAe,(, vsioN _ z�C G� 3 c) , 2 s / 6 �> 1�3, Div /s 2-(q1t7 14/23 �2 Square Dire #2 Rrllips Part 11 nber De ►;ton C S:Xm Dire 02 Phillips gpplic�orts 6 x1-1/4" — 2176500 1" x 4" or 1" x 5' Base Trim Lattioe 6 x 1-5r8" 2178500 2136500 1" x 4" or 1' x 5' Base Trim Banisters; Lattioe 7 x 2" 2179500 2138500 514" x 4" or 514" x 6" Radus Edged Deddng; 1" x 4' or l" x 6" Base Trim Ballistegf, Wqe 8 x 2-12" 2180500 2140500 5✓4" x 4" or 94" x 6" RMs EW DO"' . Tx 4" or 2" x 6" Deddrtj " " ' 2" x Tor 2" x 8" Raif C3 WBase Trim ' .... .. 8 x 3" 2181500 2141500 2" x 4" or 2" x 5' Ded tf - Tx5'or2"x8" REvtWar:BaseTi Me .�. .. .. .. . 10 x 3-12" 2182500 2142500 2" x 4" or Tx 6" DgUi 2" x Tor 2" x 8" ReirCapor�se T�rr�• • : • Dec-UDrive Tod 2132910 #2 Square Drive Bit 2388910 Pullout Values (average pounds ultimate) Embedment Tx 4" Stud Grade SY. Pine 6 x 1-1/4" 182 329 422 — 6 x 1 W 182 329 422 620 7 x 2" 189 318 440 630 1 8 x 212" 186 290 502 630 10 x 3-12" 1 241 721 Note The vdues fisted are thinle avarayes adrewd miler /awayc rx36as An apercpm to safety fa tT Ma be agdi rna� 4U?s to adreve a a5si n value. 1349 Weq BT Mew Awl le Dac-Nn ', DeellDnw' and Qwraom ' ae #aJffnwks of rMB Idw ad IlBncis Tod vwrks, Inc Itasca, Illinois 60143 630-595 `� Fac630-595-3549 ©200711Wi3idexaid lllinoisTod VVAs,Inc. wmN..itW)Ljldex.aom 60 15/23 . . .... ...... •••••• • • •• • •• 000000 ••••• •• •• •• • ••••• • • 6000 J /` /^� j� ... •.. • . • �r� T�I2� �C ?� hre� r��M�3nz S 1 F �Dr CoUu�ca7n��{.J 7A�1� NIBS USE T141?0 Table 11F BOLTS: Reference Lateral Design Values W for Double Shear (three member) Connections1,2 for sawn lumber or SCL with all members of identical specific gravity Thickness G=0.55 G=0.46 m m o aEi o m G=0.67 Mixed Maple G=0.50 G=0.49 Douglas Fir(S) 2 M n 2 m o Red Oak Southern Pine Douglas Fir -Larch Douglas Fir-Larch(N) Hem-Fir(N) tm to D Zn Zsl Zml 41 Zsl Zml Zfl 4, Zml Zu Zal Zml ZII Z.l Zml in. in. in. lbs. lbs. lbs. lbs. Ibs. lbs. I lbs. lbs. lbs. Ibs, lbs. lbs. lbs. lbs. lbs. 1/2 1410 960 730 1150 800 550 1050 730 470 1030 720 460 970 680 42LL 5/8 1760 1310 810 1440 1130 610 1310 1040 530 1290 1030 520 •1210 • 940 117.0, 1-1/2 1-1/2 3/4 2110 1690 890 1730 1330 660 1580 1170 590 1550 1130 560 01450 0040 520 718 2460 1920 960 " 2607 1440 ' 1ib 1840 1260 Bo 1800 1210 600 6 0 10b..•5Z1 1 2810 2040 1020 2310 , 1630 ]70 2100 1350 680 20W0 1290 660 • f* • 1200 6MI 1/2 1640 1030 850 1350 850 640 1230 770 550 1200 750 530 • iVG • •710 490 5/8 2050 1370 940 1680 1160 710 1530 1070 610 1500 1060 600 14,14 • 1000 55.0 1-3/4 1-3/4 3/4 2460 1810 1040 2020 1550 770 1840 1370 680 1800 1310 660 • 1690 d 210 G00, 7/8 .2876 2246 1120. 2350 1680 846 2140 .1470 740 2110 1416 700'�'W • 1290 W40 1 3260 2380 1190 2690 1790 890 2450 1580 790 2410 1610 750 02268 • 01400: 100 1/2 1530 960 1120 1320 800 910 1230 730 790 1210 720 760 • 4 4 • 680 7w, 5/8 2150 1310 1340 1870 1130 1020 1760 1040 880 1740 1030 860 1660S 940 780 2-1/2 1-1/2 3/4 2890 1770 1480 2550 1330 1 1121 2400 1170 980 2380 1130 940 • 228Y •1040 860 718 3186 1920 1660.. 3360 1440 1200 1' 3 O 1250 1050 3010• TM io10 • 2820 •1106 —fe 1. 4690 2040 1700 3840 1530 1280 3500 1350 1130 3440 1290 1080 • 3220 . 1260 0 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 , �6 • 680 810. 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1090 1-1/2 314 1 2890 1770 1980 2550 1330 1550 2400 1170 1370 2380 1130 1310 2280 1040 1211d ' 3180 1260 1470 3150 1210 1410. 3030 1100 -12901 7/8 1 3780 1920 2240 3360 1440 -1 280 4090 1350 1580 4050 1290 1510 3860 1200 1400! 1 4820 2040 22380 43101790 112 1660 1030 1180 1430 850 1030 1330 770 940 1310 750 920 1250 710 870 5/8 2310 1370 1630 1990 1160 1380 1860 1070 1230 1840 1060 1200 1760 1000 1090 3-1/2 1-3/4 3/4 3060 1810 2070 2670 1550 1550 2510 1370 1370 2480 1310 1310 2370 1210 1210 7/8 3946 2240 2240 3470 1680 1680 �3270 1470 1470k 3246- 1410 1416 3110 1290- 1290, 1 4960 2380 2380 4400 . 1790 .1790 4170 1580 1580 4120 1510 1510 3970 1400 1406 1/2 1660 1180 1180 1500 1040 1040 1430 970 970 1420 960 960 1370 920 920 5/8 2590 1770 1770 2340 1560 1420 2240 1410 1230 2220 1390 1200 2150 1290 1090 3-1/2 3/4 3730 2380 2070 3380 1910 1550 3220 1750 1370 3190 1700 1310 3090 1610 1210 7/8 5080 2820 _ 2240 4600 2330 v�680 4290 2130 4 170 4210V 2070 1410 3940 1960 12W 1- ' 6560 3340 2380 5380 2780 1790 4900 2580 1580 4810 2520 1510 4510 2410- 14W, 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1 1/2 314 2890 1770 1980 2550 1330 1690 2400 1170 1580 2380 1130 1550 2280 1040 1480 7/8 3780 1920 i520 3360 1440 2170 3180` 1266 2030 3150 1210 1990 ;3030 1100 1900, 1 4829 2040 3120 4310 1530 2680. 4090 1350 236D 4050 1290 2260 3860 1200 2100 5/8 2310 1370 1630 1990 1160 1380 1860 1070 1270 1840 1060 1250 1760 1000 1180 5-1/4 1-3/4 3/4 3060 1810 2110 �2540 2670 u3470v' 1550 1790 'F2260 2510 1370 1660 2480 1310 1630 2370 1210 -11250"'1930, 1550 7/8 3940 22d0 I880 32f0--14702100 9N0 1410R 2b80'-T1i0 1' 4960 2380 3240- 4400' 1790` 2680 4170 1580 _2360 4120 1510 2260 3970 1400 2100 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3 1/2 3/4 3730 2380 2480 3380 -' 1910 _ 2180 3220 1750 2050 3190 1700 1970 3090 1610 1810 7/8 5080 2820 3290 4600 2330 2530' 4390' 2136 2210 4350 2676 2110 4130 1666 1i* 1 6630 3340 3570 5740 2780 _2680 5330 2580 2360 _ 5250 2520 2260 4990 2410 21007 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1 1/2 3/4 2890 1770 1980 2550 1330 1690 2400 1170 1580 2380 1130 1550 2280 ' -3030 .. 1040 1480 7/8 . 3780 i 920 2520 "338b." 1440 2170 3189 1260 2030 31 & 1210 +990 1100 1900' 5-1/2 1 4820 2040 3120 4310 1530 2700 4090 1350 2480 4050 1290 2370 1860 1200 22W 518 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3 1/2 3/4 3730 2380 2480 '3200 3380 _ 1910 2180 3220 - 1750 'l' 2050 3190 -'Z 1700 "16 2020 3090 1610 1900 7/8 690' 20 ' W06 A30 2N 4S9b' 36 2316 O 1216 4130 tikb 2626 1 6630 3340 3740 $740 2780 .2810 5330 2580 2480 5250 2520 2370 4990 2410 220Q 5/8 2150 1310 1516 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1 1/2 314 2890 1770 1980 2550 1330 1690 2400 1170 1580 2380 1130 1550 2280 1040 1480 7/8 3780 1920 2520 3360 1440+ 2170 31,80 1266 2036 3150 1210 100 3036 1100 1900 7-1/2 1 4820 2040 3120 4310 1530 2700 4090 1350 _2530 4050- 1290 2480 3860, 1200_ 2390 518 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3/4 3730 2380 2480 3380 1910 2180 3220 1750 2050 3190 1700 2020 3090 1610 1940 3-1l2 718 �568`i5 -2d2d 3290' 4W— 233b 21i90 06b r"2130 . 2720 45b- ZOZO I070 41'30-- f980 -25M 1` 6630 3340 4190 6740 2780 3680 5330 2580 3380 5250 2520 32301 4990 2410 3000' 1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all applicable adjustment factors (see Table 10.3.1). 2. Tabulated lateral design values (Z) are for "full diameter" bolts (see Appendix D with bending yield strength (Fyb) of 45,000 psi. AMERICAN WOOD COUNCIL • • •••••• • • •••••• Fc)ol—//VG 1),4516N N1) Zo 4,n 3 c �I3 �s` (ASDJ •.... • 17/23 .... ...... WapWrT- rl 2)ZK J,�S�x 150 C-6 s — 692 i vs� 2y' 18/23 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date 6/27/2018 Project No. Company Name Designed By Address Description City Customer Name State FL Proj Location File Location: \\A1I0dKAk\pro-,'ects\A1.J STUDIO\miami shore\CALC\WIND.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph •••• Structural Category = II Exposure Category • _ �••�•• Natural Frequency = N/A Flexible Structure •��• No•••• 409060 Importance Factor = 1.00 Kd Directional Factor = 0.845 • • •• • Damping Ratio (beta) = 0.01 • Alpha = 11.50 Zg •••=•• 300.00 �t • ......• At = 0.09 Bt •e _�'• 1 . cre '0 Am = 0.11 Bm '='• 0.8.0 •• ••••• Cc = 0.15 1 ••1L •�50. 0.01%C. ••••• Epsilon = 0.13 Zmin •• =•• 7.00b•f t• •••••• Slope of Roof = 1.92 12 Slope of Roof(Theta) ••• 9.09 3eg •• Ht: Mean Roof Ht = 12.00 ft Type of Roof : =*Gabled • ••••:• RHt: Ridge Ht = 14.00 ft Eht: Eave Height • _ • 10.croft" • OH: Roof Overhang at Eave= .00 ft Roof Area ..=20t32.0 f •••••• 2 see*** Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.20 ft lzm: Cc*(33/Zm)'0.167 = 0.19 Lzm: 1*(Zm/33)"Epsilon = 537.36 ft Q:(1/(1+0.63*((B+Ht)/Lzm)'0.63))'0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 19/23 B.... .. . Kh: 2.01*(Ht/Zg)^(2/Alpha) _: 1.a3 • • Kht: Topographic Factor (Figure 6-4) _• 1.00 •••••• Qh: .00256*(V)'2*I*Kh*Kht*Kd=0•4i.19 psf.. Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 •��•�• Roof Area = 2532.00 ft-2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 50 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.92 -10.09 Side Walls -0.70 -31.92 -17.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------------ ------- ------- --------- Windward 14.00 1.03 1.00 41.19 20.60 35.43 45.52 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 6.0 ft -0.90 -38.93 -24.10 6.0 ft to 12.0 ft -0.90 -38.93 -24.10 12.0 ft to 24.0 ft -0.50 -24.92 -10.09 24.0 ft to 50.Oft -0.30 -17.92 -3.09 MWFRS-Wall Pressures for Wind Normal to 50 ft wall (Along Ridge) Wall Cp --------------- ------ Leeward Wall -0.50 Pressure Pressure +GCpi (psf) -GCpi (psf) ----------- ----------- -24.92 -10.09 20/23 Side Walls -0.70 -31.92 -17.09 Wall Elev Rz Rzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 1.03 1.00 41.19 20.60 35.43 45.52 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- ------ -------------------- 0.0 ft to 6.0 ft -0.90 -38.93 -24.10 6.0 ft to 12.0 ft -0.90 -38.93 -24.10 12.0 ft to 24.0 ft -0.50 -24.92 -10.09 24.0 ft to 50.0 ft -0.30 -17.92 -3.09 • • •••• •••••• • • • • • • • • • • • • • • • • •••••• •••• • •• ••••• • •••••• •• • ••••• •• 00.0 ••••• •• •• •••••• • • • • • • • • • • • • • • • • • • • • • 0*0000 •• • •• • • • • • • 21 /23 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date 6/27/2018 Project No. Company Name Designed By Address Description City Customer Name State FL Proj Location File Location: \\ALIOSKAR\projects\AND STUDIO\miami shore\CALC\WIND.wnd r' Roof not f Shown 1,15 I � 5 5 _ •�� Walls �' Gable Roof _ _: 0 �•�•:i• h a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of Width of Pressure Coefficient Zone "a" = 4.8 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft''2 GCp GCp psf psf AREA 10 2.00 5.00 10.0 1 0.50 -0.90 28.01 -44.49 AREA 10 2.00 5.00 10.0 2 0.50 -1.70 28.01 -77.44 AREA 10 2.00 5.00 10.0 3 0.50 -2.60 28.01 -114.52 AREA 10 2.00 5.00 10.0 4 0.90 -1.10 44.49 -52.73 AREA 10 2.00 5.00 10.0 5 0.90 -1.40 44.49 -65.08 AREA 20 4.00 5.00 20.0 1 0.44 -0.87 25.53 -43.25 AREA 20 4.00 5.00 20.0 2 0.44 -1.55 25.53 -71.24 AREA 20 4.00 5.00 20.0 3 0.44 -2.42 25.53 -107.08 AREA 20 4.00 5.00 20.0 4 0.85 -1.05 42.52 -50.54 AREA 20 4.00 5.00 20.0 5 0.85 -1.29 42.52 -60.70 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V"2*Khcc*Kht*Kd = 41.19 psf • 6 22/23 LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7-10 DL = 25.00 psf DL = 10.00 psf + LL = 30.00 psf + 0.6 w = 0.00 psf U L = 65.00 psf D+0.75L+0.75(0.6w) 32.50 psf 0.6D-0.6w 10.00 psf Ltributa 1.33 ft W =0 -#/ft ry= max . .... V WOOD BENDING AND DEFLECTION '• •'•• • DEFLECTION • • •: • • L= 10.08ft • W = .... 86.45 #/ft ...... . .. ..... ... ..:..' .. max b= .... 1.50 in •••••• ... ...... •' d = . . 9.50 in . . ...... •••••• Fb = 800.00 psi CD=1.0 • • • • • E = 1.60E+06 psi Ix = 107.17 in' (DL+LL)A= 0.12 in DL+LL—+L/24o Aperm= 0.50 in, FBC 1610.1 Lmax = 16.40 ft. Allowable for deflection to DL + LL. ( LL ) A = 0.07 in LL_+L/36o Aperm= 0.34 in, FBC 1610.1 -max = 16.84 ft. Allowable for deflection to LL. A 5, OK 0 erm BENDING Mmax = 1,097.98 # - ft VGRAVITY = 327.60 # - ft S = 16.47 in 3 VNET UPLIFT = 67.03 # - ft SX = 22.56 in S s, OK SX Lmax = 11.80 ft. Allowable for bending USE WOOD I JOIST (1) 2 X 10 @ 16 in O/C 23/23 Wind Pressure 0 psf (ULTIMATE) DEAD LOAD 30 psf LIVE LOAD 40 psf L 1 0.00 ft L2 10.08 ft L3 0.00 ft JOIST SEPARATION 16 in DEAD LOAD LIVE LOAD WIND LOAD L4 L5 P1 0.0 Ib 0.0 Ib 0.0 Ib 0.00 ft 0.00 ft P2 0.0 Ib 0.0 Ib 0.0 Ib AL. GRAVITY (1) 1736.0 Ib STR. 1 OK AL. UPLIFT (1) + 1079.0 Ib STR.1 OK AL. GRAVITY (2) 1736.0 Ib STR. 2 OK AL. UPLIFT (2) + 1079.0 Ib STR. 2 OK L TOTAL 10.08 ft L 5 10.08 ft REACTION 1 Span 5.04 ft Gravity (Concentr.) 0.0 lb Gravity (Distributed) 470.4 lb Total Gravity (R1) 470.4 Ib 0.6 D 10 psf 0.6 W 0.0 psf Net Uplift (Concentr.) 0.0 Ib Net Uplift 0.0 Ib Total Net Uplift (R1) 0.0 Ib REACTION 2 Span 5.04 ft Gravity (Concentr.) 0.0 lb Gravity 470.4 Ib Total Gravity (R2) 470.41b 0.6 D 10 psf 0.6 W 0.0 psf Net Uplift (Concentr.) 0.0 Ib Net Uplift 0.0 Ib Total Net Uplift (R2) 0.0 Ib PROJECT: SUBJECT: ADDRESS: DATE: DESIGN BY: STRAP DESIGN SHEET No. OF STRAP 1: USE (1) NVJH28 BY NU-VUE W/(7) 10d X 1 1/2 INTO JOIST & (14) 10d X 1 1/2 NAILS INTO HEADER FL # 16294 GRAVITY 1736.0 lb ' • "" UPLIFT 1079.0 lb STRAP 2: USE (1) NVJH28 BY NU-VUE W/(7) 10d Xll tm •• • JOIST & (14) 10d X 1 1/2 NAILS INTO HEADW • • • • FL#16294 •�•�•• i•• •• GRAVITY 1736.0 lb • • • • • UPLIFT 1079.0 lb SUMMARY • • LOAD R1 R2 '••� •� • GRAVITY 470.4 Ib 470.4 Ib • • • • NET UPLIFT 0.0 Ib 0.0 Ib VVY 6j�'S-? • * , r "• ��R•�'p Certificate of Completion Miami Shores Village t 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 f Tel: 305-795-2204 Fax: 305-756-8972 3 Building Inspection Department Description: GARAGE CONVERSION KITCHEN REMODEL Permit Type Building (Residential) Bldg. Permit No. RC-2-18-310 Owner JESSICA SCHILLING Contractor NEXT BUSINESS CORP 1 Subdivision/Project Date Issued 03/14/2019 Construction Type V-B Occupancy Single Family Type Square Footage 230.00 Flood Zone X i Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 77 NE 105 ST elevation or lowest horizontal structural member has been provided and is retained in the records of j Miami Shores, FL Miami Shores Village. ' This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the MORES time of issuance this structure was in compliance with the vari us ordinances of the jurisdiction P \<< regulating building construction or use. Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE J 1 IT �Ktt_X;__ "T"'tadt_ Ismael Naranjo, CBO I. INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Perm# -NO, RC-2-1 8-310 Issue Date: 7/10/2018 Type: _Restopritiat uonstruction Wo*/SSificatlorts GlTage E31CI0.�i[tt'@ Expires: 01/06/201 9 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.conifcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1121360060150 Owner's Name: EZEQUIEL ZYLBERBERG Owner's Phone: Job Address: 77 NE 105 Street Total Square Feet: 230 Miami Shores, FL € '. e R Bond Number: 3824 s , — fit° ij 46C. ob Valuation: $ 30,000.00 S �" r ' VIfORK ISfA�,�OWED: Contractor(s) Phone ` Primal Cpntra g ;�IIONDA ROUGH FRIDAY, 8:00AM - 7:OOPM. , r_r SAtIJRDA x OOAM - 6:OOPM. _ -N, {: IS ALLOWED ON SUNDAY OR HOLIDAYS. NEXT BUSINESS CORP (786)285-4481 ` Yes+ _ ti 1 ° DUI f AND ROOFING INSPECTIONS ARE DONE ` MF 0 THROUGH FRIDAY, z 4s4 /' 0/.. Ceql� tv,44 vely- NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 OF COMMENCEMENT. STRUCTURAL INSPECTION DATE INSP Foundation Stemwal l Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall y Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters ' Rails and Guardrails ADA compliance DOCUMENT Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION TE I IINSR Attachment INSPECTION WORKSPUBLIC DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling R ' Rou Telep one Rough Telephone Final TV Rough TV Final Cable Rough Cable Final' Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final ervice Work W L LS t ELECTRICAL COMMENTS i (Final Sprinkler Final Alarm DATE Water Service d n 2 Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up -I,f Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final.% e /S' PLUMBING COMMENTS � to �...w � � •a : n� I INSPECTION DATE I INSP Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum , ALIOSKAR GANEM, P.E. Lic. # 74745 18200 NE 191h Ave North Miami Beach— Florida 33162 Phone (786) 916-6546 Fax (305) 848-9318 alioskar@ganemconsultingeng.com —'41 March 08, 2019 Building Official City Of Miami Shores 10050 NE 2nd Ave Miami Shores, FI. 33138 RE: 77 NE 105`h St Miami Shores FI. 33138 Dear Building Official: I, Alioskar Ganem, P.E., do hereby attest to the best of my knowledge and professional judgment that based on a visual inspection at the job site on reference, we can conclude that the as built condition of above referenced building is sound and complies with the minimum requirements of the FBC 2017 and the approved structural plans. My statement is based on the field inspections of all structural components described on the proposed plans new wall foundation, concrete column, repaired concrete beam, concrete masonry wall and reinforcement was inspected and approved. Should you have any questions, or need any additional information relating to this project, please do not hesitate to contact me. Sincerely, \�1\1111111//// OSKAR' \.\GENSF �! No. 745 Alio3 •e ! •'' �j��: fir Florida,{�.E�/Q6JJ$7�� rDRAWNBY.* 97 AV SUITE 200 SURVEY No. 98-0002708-4 ORIDA 33172 *ru NE: (305) 264-2660 �J ) 264-0229 LAND SURVEYORS SHEET No. 2 of 2 AL. — BOUNDARYSURVEY SCALE = 1 " = 20' LOT-3 LOT-2 LOT-1 BLOCK - 202 BLOCK - 202 BLOCK - 202 o v 15'ALLEY (N.A.P.)' 1 V ASPHALT V •- F I.P 3/4" _ . PVMT. o 0.101CL. 0.35CL. 4' W.F. 0.15'CL. x 9 91 + 9 99 Fb x 0 0) N O 10.05 �n x�— ri 98 10.3 ti x x J U LL � 9.96 10.22 p STEP 40.70' x�—� WOOD + o SHOWER N LOT -14 ri o cc Z� 35 BLOCK - 202 N 17.55' 10.22 lo 0 0 W) LOT -16 ON/PL. w + N BLOCK - 202 Cl) 10.60' 0.20 CL. h 10.00, 14.40' N 11.72' �d ONE STORY 10.45 10.70' RES. # 77FLOOD VENT � T WIRE FENCE LOT -15 ELEV=10.11 E J 10.21 ELEV.=11.34 BLOCK - 202F.F.E.=11.99' Z, A/C 0.10'CL. /— x H N 26.05' `q 10.46 11.60' N M 11.45' tD PORCH c 0.12'CL. W.F. F. *_10_14 `� 15.15' 11 10. 8' + 10—.0-5 0.018 /— 00 x/ p 2 lal6p 0 N 10.04 N 0i 10.00 N 0 10.03 9.80 10.13 Fra0, °' x�_ ro 75.28' FJ:P3/.4 �' :; .•g:00; ;'' :. :''3/�':. B.C. ..� - Pic r. d 24' PWYLO c K Cl) M � j 1 ° p5N E 05fh 10.93 aSTR_EET 1 7'ASPHALT 0 PVMT. i i. -� D ,V� BY ? DATF a 0r�i J �3 r n, oT SURVEYOR'SNOTE: '�CT TO CC'.i[)LIANCE VV FH ALL FECFRAL There may be Easements recorded in the Public Records not shown on this Survey. �r 1—Y F ' . S �.,� '��^� 1[ A) ir)NS 1355 NW 9731 AVE, SUITE 200 Nova Surveyors, Inc. MIAMI, FL 33172 SURVEY NO 98-0002708-4 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: A.A. LAND SURVEYORS SHEET NO 1 of 2 SURVEY OF LOT 15, BLOCK 202, OF DUNNING'S MIAMI SHORES EXTENSION NO.2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 78, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 77 NE 105 ST, MIAMI SHORES, FL 33138 FOR: JESSICA SCHILLING LOCATION SKETCH Scale 1" = NT.S. NE. /05 r., STREET ABBREVIATION AND MEANING A=ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED 4 = ANGLE A = CENTRAL ANGLE = CENTER LINE 41 = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX: 120652 0302 L DATE OF FIRM: 09/1112009 BASE FLOOD ELEVATION.? NIA. CERTIFIED TO: JESSICA SCHILLING STREET LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES 22= C.B.S. = WALL (CBW) -K—x C.L.F. = CHAIN LINK FENCE �0 I.F. = IRON FENCE -eA-4- W.F. = WOOD FENCE am = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N-567 LOCATOR NO.3100 ELEVATION 10.54 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-0, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEa 1* — ��w A 03-/3 19 K> PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: G11 F1 B,9 'P R P 9 wcl o-Ww N0.2534., �. s �,.. ? IN % STATE OF - - •9 � �� ' ..... SJ� y0 4,ND SU1,4UF�6 SURVEYOR'S SEAL S U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important Follow the instructions on pages 1-9. Copy all pages of -this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A-:PROPERTY.INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name - Policy Number. EZEQUIEL ZYLSERBERG & JESSICA D. SCHILLING A2:=_Building StiestAddress (lncludingApt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIL Number. Box No. 77 NE 105 ST _City State ZIP Code VIAMi SHORES = Florida 331.38 A3. PropettyDeseription jLot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15,,BLOCK202, DUNNING'S MIAMI SHORES EXTENSION NO2, PB 41, PG 78 �44. =Building Use (e.g� Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL -A5_ latitude/Longitude,-- lat.°2VS2'18-.03"N 7 _ Long 80_-1-146.53"W Horizontal Datum: 0 NAD 1927 E) NAD 1983 A6. Attach at least-2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 700.00 sq ft b) Number of permanent flood openings in the crawlspaos or enclosure(s) within 1_0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 713.00 sq in d) Engineered flood openings? 0 Yes E No A9. For a building with an attached garage: a) Square footage of attached garage WA sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? 0 Yes Q No - - - SECTION B =FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number 82. County Name 83. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel 85. Suffix 86. FIRM index B7. FIRM Panel 88. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood,Depth) Revised Date 12086C0302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: 0 FIS Profile Ox FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for SFE in Item B9: Q NGVD 1929 0 NAVO 1988 0 Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes [jX No Designation Date: 0 CBRS 0 OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30.2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt.; Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 77 NE 105 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 -••- =- _-• .--=� =`SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) -• C1. Building elevations• are -based on: n-ConstructiortDrawings' ❑ Building Under Construction* ❑x Finished Construction '-A-neWflevation-.Certificate will be required when construction of,the building is complete. C2. Elevations -Zones Al A30,AE,-WH A� (with BFE), VE, :VT-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 A30, AR/AH, AR/AO. -: Complete items C2.a=4vfielow according to the: building diagram specified in Item A7. in Puerto Rico only, enter meters. Benchmark Utililed: N-567 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. _ x NGVD 1929 nNAVDi9w n other/source: -- ` -Datum,.-used for building elevations must be the same as that used for the BFE. - - -. 1 -- = _ = Check the measurement used. .:. _,a) !Top of bottom floor including_ basement, crawlspace; or enclosure floor) 10.11 O feet ❑ meters b) Top of the next higher floor -- - - - = 11.34 ❑x feet ❑ meters - - e) Bottom of the lowest hordontal structural member (V Zones only) N/A x feet meters d) Attached_garage (top of slab) N/A l feet ❑ meters _ e) Lowest elevation of machinery orequipment-servicing the building (Describe type of equipment and location in Comrrisnts) 10.46 x❑ feet ❑ meters f) Lowest adjacent (finished) grade -next to building (LAG) 10.02 x❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.14 El feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 10.02 0 feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be -signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data evellab/e. I understand that any fa/se statement may be. punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ..Were latitude and longitude in Section -A providedbya licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. - Certifier's'Name License Number GEORGE'IBARRA 2534 Title Q�GE...eq,Q Ft PROFESSIONAL LAND SURVEYOR ��!. �Q,S.t :' NO.2 c� Company Name NOVA SURVEYORS a TE OF T Address 1355 NW 97 AVE #200 �ORiOP'. 'ate <� Jay ko sum city State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 03-13-2019 (306) 264-2660 Copy all pa94 oT this Elevation CerUtrcate and all attachments for (1) community official, (2) insurance agent/oompany, and (3) building owner. Comments (including type of equipment and location, per C2(e), If applicable) SECTION C 2 (A) FLOOD VENT ELEVATION = 10.11 FT SECTION C 2 (B) SIDE DOOR ELEVATION =11.34 FT - BACK DOOR ELEVATION = 11.69 FT FINISH FLOOR ELEVATION =11.99 FT SECTION C 2 (E) LOWEST ELEVATION OF MACHINERY IS A/C PAD. LAT 8 LONG PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION=10.04 FT FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 77 NE 106 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 - . -. - --. -- SECTION °E"mBUILDING ELEVATION INFORMATION SURVEY NOT REQUIRED) = = FOR ZONE AO AND ZONE A (VIIITHOUT SFE) -ForZones=AO and -A -(without BFE), coenpiet6 Rein§ E_1-E5: If the Certificate is intended to support a LOMA or LOMR-F request, complete -.Sections A-, Band C:.-For4tems-E1-E4,;use naturat-grade, if available. Check the measurement used. In Puerto Rico only, enter meters. :E1-- Provide elevation information for the following and -check the appropriate boxes to show whether the elevation is above or below _ -the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, vls ;r iaceenclosure) is _ O feet ❑ meters Q above or O below the HAG. b) Top of bottom floor (including basement, - —_--crawls' _ce,�r enclosure is - ; ... - 2a _ . ) _ = - - - ❑ feet Q meters ❑ above or [] below the LAG. E2 -JFor$uilding Diagrams " wiftpermanent flood openings provided in Section A items 8 and/or 9 (see pages 1 2 of Instructions), the next higher floor (elevation C2.b in _the-diagrams)i otthe building -is [:I feet a meters ❑above or 0 below the HAG. P. Attached garage (top of slab) is _- — Q feet ❑ meters above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building_ is _ . s [:]feet Q meters ❑ above or []below the HAG._ E5. -Zone AO only -if -no flood depth- number is available,- is the top of the bottom floor elevated in accordance with the community's _ floodplain management. ordinance? .. 0 -Yes. [:]No--- [:]Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, D, and E for Zone A (without a FEMA-issued or communitymissued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name EZEQUIEL ZYLBERBERG & JESSICA D. SCHILLING Address City State ZIP Code 77-NE 105 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/16) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Exairation Date: November 30- 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building. Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 77 NE 105 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 - - -- . SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who -is -authorized. -by law or ordinance -.to administer the community's floodplain management ordinance can complete Sections A,B, C (or E), and G_of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. GI.-E] The: information. in Section-C was takenlrom:other-documentation that has been signed and sealed by a licensed surveyor, --engineer, or atctutectwho-is-authorized-bytawto_cerify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) ` G2 -0 _A-community.oficial completed -Section E for-abuilding located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4-G10) is provided for community floodplain management purposes. -G4.-Permit Number _ - - . -135. Date Permit Issued G6. Date Certificate of _ -- Compliance/Occupancy Issued G7. - This rmit has been issued for. ❑ New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: E] feet meters Datum G10. Community's design flood elevation: [:] feet meters Datum Local Officiars Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) Q Check here If attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these !paces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 77 NE 105 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. aims `• w� � /I aam ,,ttom� oY ' Photo One Photo One Caption FRONT VIEW Clear Photo One JIM rr' Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 77 NE 105 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View",- and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. I I- ~� Photo Thm Photo Three Caption LEFT SIDE VIEW Clear Photo Three r {- � $`XR e /y It> L 14 Photo Four Photo Four Caption RIGHT SIDE VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 ALIOSKAR GANEM, P.E. Lic. # 74745 18200 NE 19`h Ave North Miami Beach— Florida 33162 Phone (786) 916-6546 Fax (305) 848-9318 alioskar@ganemconsultingeng.com March 08, 2019 Building Official City Of Miami Shores 10050 NE 2nd Ave Miami Shores, FI. 33138 RE: 77 NE 105`h St Miami Shores FI. 33138 Dear Building Official: I, Alioskar Ganem, P.E., do hereby attest to the best of my knowledge and professional judgment that based on a visual inspection at the job site on reference, we can conclude that the as built condition of above referenced building is sound and complies with the minimum requirements of the FBC 2017 and the approved structural plans. My statement is based on the field inspections of all structural components described on the proposed plans new wall foundation, concrete column, repaired concrete beam, concrete masonry wall and reinforcement was inspected and approved. Should you have any questions, or need any additional information relating to this project, please do not hesitate to contact me. Sincerely, PR G ENS .. `7 7 5 fcsaT erg % ida P.V," I6.�474, �� 4ORIDP.•' G�\�