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DGT-18-2142Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number issue . 8/23 Permit NO. DGT-8-18-2142 Permit Type: Decks/Gazebos/Trellises Work Classification: Deck - Wood Permit Status: APPROVED 2018 Expiration: 02/24/2019 Applicant 1420 NE 103 Street Miami Shores, FL 1132050310030 Block: Lot: MARC AND ANNE LITZENBERG Owner Information Address Phone Cell MARC AND ANNE LITZENBERG 1420 NE 103 Street MIAMI SHORES FL 33138- 1420 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) MORRISON CONTRACTORS Phone (954)583-8500 Cell Phone Valuation: Total Sq Feet: $ 25,000.00 700 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type Const: Wood Deck Classification: Residential Scanning: 0_ Additional Info: NEW L SHAPE WOOD DECK Scanning: 0 Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $15.00 $3.75 $2.50 $5.00 $35.00 $250.00 $60.00 $9.00 $20.00 $400.25 Pay Date Invoice # 08/13/2018 08/28/2018 Pay Type DGT-8-18-68519 Check #: 12470 $ 50.00 $ 350.25 Check #: 12625 $ 350.25 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final Foundation Framing in Progress Review Building Review Structural Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this, permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in construction and zoning. Futherore, I authoriz the above -named contractor to do the work stated. uthorized Signature: Owner wk.ea- -e r Applicant / Contractor compliance with all applicable laws regulating August 28, 2018 / Agent Date Building Department Copy August 28, 2018 1 BUILDING PERMIT APPLICATION n BUILDING 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 ❑ ELECTRIC ❑ ROOFING Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION REC X/TM AUG S 2018 B (63-21g PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR JOB ADDRESS: 1420 NE 103RD STREET ❑ RENEWAL ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#: 11-3205-031-0030 Occupancy Type: County: Load: Construction Type: Miami Dade Zip: Is the Building Historically Designated: Yes Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): MARC LITZENBERG Address: 1420 NE 103RD STREET NO P‹ FFE: Phone#: 305.753.6511 City: MIAMI SHORES State: FL Tenant/Lessee Name: � Email: marc@thelitzenbehgs.com Phone#: Zip: 33138 CONTRACTOR: Company Name: Morrison Contractors Address: 3000 SW 26th Terrace Phone#: 954.583.8500 City: Dania Beach Qualifier Name: Michael Morrison State: FL State Certification or Registration #: CGC 151-8076 DESIGNER: Architect/Engineer: MW Engineering/Mark Weber Zip: 33312 Phone#: 954.583.8500 Certificate of Competency #: Phone#: 754.333.0877 Address: 902 NE 1st Street Suite #2 City: Pompano Beach State: FL Zip: 33060 Value of Work for this Permit: $ 25,000.00 Type of Work: ❑ Addition, n Alteration Description of Work: CAL, r/ C fi ��yy S New ❑ Repair/Replace 5 G/%e / ()Q9 ('//% J>2.cLC SquareVLinear Footage of Work: yy ❑ Demolition Specify color of color thru tile: Submittal Fee $ 66 • W Permit Fee $ 2-50 CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ j so (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approied and a reinspection fee will be charged. 8Signatur�e_. OWNER or AGE. The foregoing instrument was acknowledged before me this (1 day of ZJ "cal , 20 ) v , by I% day of 3 Michael Morrison Marc Litzenberg me or who has produced h did I L SEAGeK o is personally kno to identification andwhoto +.j • 'j�. A73 R G COMNUSSION # 3F2o2 0 _'•' . ' MY S June 23, i.! EXpond tarySer'wecorn %+�•aFp .� F1o��a�O • 0151 NOTARY PUBLIC: Sign: Print: Seal: ************************** APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this , 20 (Kl , by •.. .. to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �i� Print: Seal: ****t/****************************************** 007 Plans Examiner CHERYL L SEAGER *: MY COMMISSION # FF984736 IRES Jiina 21)20 l`+(bridallotaryservice.com **** **** ***** Zoning Structural Review Clerk (Revised02/24/2014) iami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant, Marc Litzenberg , does hereby attest that (Property owner) The attached survey, performed by (Name of surveyor's company) For address: 1420 NE 103RD STREET Performed on Y2/1,3 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant; as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further„ say eth nau�it� Pro .•rtyOwner '.nature SWORN TO ANDSCRIBED before me this ' day of Affiant is t/ ersonall known to me, produced Marc Litzenberg p y Revised on 5/22/2009/ Revised on 6/12/09 ;.rya'' CHERYL L SEAGE MY COMMISSION # FF984736 r , EXPIRES June 23, 2020 L(407)358-0153 FIoridalloteryService.com Property Owner Print Name as identification. Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAIS Summary Report Property Information Folio: 11-3205-031-0030 Property Address: 1420 NE 103 ST Miami Shores, FL 33138-2626 Owner MARC W LITZENBERG ANNE F LITZENBERG Mailing Address 1420 NE 103RD STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0081 VACANT RESIDENTIAL : VACANT LAND Beds/Baths/Half 4/4/0 Floors 2 Living Units 1 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 12,430 Sq.Ft Year Built 9999 Assessment Information Year 2018 2017 2016 Land Value $684,099 $684,099 $684,099 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $684,099 $684,099 $684,099 Assessed Value $684,099 $682,919 $620,836 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $1,180 $63,263 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 12 BLK 5 LOT SIZE 110.000 X 113 OR 17852-1967 0697 4 Generated On : 7/12/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $684,099 $682,919 $620,836 School Board Exemption Value $0 $0 $0 Taxable Value $684,099 $684,099 $684,099 City Exemption Value $0 $0 $0 Taxable Value $684,099 $682,919 $620,836 Regional Exemption Value $0 $0 $0 Taxable Value $684,099 $682,919 $620,836 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 11/01/2013 $1,200,000 28915 0046 Qual by exam of deed 06/01/1993 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed 07/01/1984 $260,000 12201 2464 Other disqualified 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 http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/12/2018 July 6, 2018 Marc Litzenberg 1420 NE 103`d Street Miami Shores, FL 33138 305-753-6511 marc@thelitzenbergs.com thelitzenbergs.corn ESTIMATE We will supply all of the labor, material and equipment needed to install a new Ipe wood sundeck adjacent to the new swimming pool over the grassy area to be level with the pool coping and the concrete covered patio. This area measures approximately 700sf. The framework will be #1 marine grade pressure treated pine that will be attached to the patio concrete slab and the masomy beam of the swinuning pool. The perimeter will be a double 2" x 8". The stringers are 2" x 8" spaced 20" apart and supported with 4" x 4" posts set 2' deep into a concrete footings at 8' on -center on each stringer with a i/a" tbru bolt at each connection. The 5/4" x 6" #1 grade (FEQ) Brazilian Ipe decking will run north and south on the framework adjacent to the patio and east and west in the smaller area with a 45 degree turn and splice board. It will be attached using an hidden Ipe clip fastening system on the side of grooved decking. The decking will be carefully cut around each of the (2) pool skimmer lids. Any incidental chipping of concrete that may be required is included. The finished product will be a natural color. Stains or oils are not included. Bid Price: $25,000.00 Conditions: I. No electrical or plumbing is included in bid. 2. Requirements or restrictions of the city, county or state (governmental agencies) may change this proposal. Until preliminary plans are submitted, the exact configuration cannot be confirmed. Any changes will be made in writing with your approval. 3. In the event that this project is not started for any reason within (12) months of the contract date the price will increase by 10%. 4. If you have an HOA, an approval must be obtained prior to submitting plans to any of the governmental agencies. Continued on Page 2 Customer's Tiiiti�€1 Litzenberg,Marc.deck. ma 3000 S.W. 26th Terrace, Dania Beach, FL 33312 . (954) 583-8500 Fax (954) 583-8880 www .nlorrisoncontractors.com 5. Contractor to obtain all permits and licenses. Have engineer draw and seal plans. Record Notice of Commencement and have all insurance in place including Longshore & Harborworkers Federal Coverage (USLH). Call all inspections. All costs for the permitting (including plans, surveys, special engineer reports, and any other requirements of the building department are additional and estimated to be approximately $1,500.00. 6. In the event that this contract is cancelled by the owner, for any reason, and a refund is requested, a 25% service charge will be deducted fs'om the deposit. However, in the unlikely event that any governing authority requires extraordinary items for the construction of this deck, the owner has the option to cancel the contract for this reason only at no penalty/cost (less expenditures to date for permitting). Terms; Deposit 1/3 (to be split 50% due upon contracting signing and 50% to be paid upon permit issued) Upon framing complete 1/3 Upon job complete 1/3 I have read, understand and accept this agreement including all provi hereof. If received by facsimile provisions will be found on page 3. i e /6K Michael Morrison D to General Contractors License #CGC 1518076 This proposal may be withdrawn from us after 30 days. Please refer to condition #3 for an overview the reverse side '7) 6) PD ner' Signature Date All "in person'Tcredit card transactions will incur a 2.5% service charge. All over the phone credit card transactions will incur a 3.5% service charge. M/C or Visa only. Litzenbeig, Mare.deck.ma 1111111 11111 11111 11111 11111 11111 11111 1111 1111 NOTICE OF COMMENCE r/,ENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-3205-031-0030 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. C_F=-IA 2CI 13R04- 9734- OR BK 31092 p3 3094 (1F'ss) RECORDED i3/03/21 1 t j.:,';;:: (( R.-+EY RUV1r{, CLERK OF COURT i'11Hi:fi--nAnr COUNTY? FLORIDA Space above reserved for use of recording office 1. Legal description of property and street/address: MIAMI SHORES BAY -PARK EST REPLAT OF TR C 1420 NE 103RD STREET, MIAMI SHORES, FL 33138 2. Description of Improvement: Deck 3. Owner(s) name and address: Interest In property: Name and address 4 f fee simple titleholder: 4. Contractor's name, address and phone number: Michael Morrison/Morrison Contractors 3000 SW 26th Terrace, Dania Beach, FL 33312/954-583-8500 Marc Litzenberg/1420 NE 103RD STREET, MIAMI SHORES, FL 33138 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other d titfei,�pas provld Section 713.13(1)(a)7., Florida Statutes, >�TATE FL , r,5yyaifhar o t lid ` '1 C fFY Mot thi4 is a Name, address and phone number: _ , i f or ;curt.. r1 0 8. In addition to himself, Owners designates the following person(s) to receive;. 713,13(1)(b), Florida Statutes. HARVEY Name, address and phone number: t3 ,CL Qgr +[ Oboe as provided in i?hi` d County Cowls 'iO85 `� 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year • the dote, t recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIO F THE N• ICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA S TUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ignature(s) of t• •." •r Own uthort Officer/Director/Partner/Manager repared : - Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me thls By arc Litzenberg l�" tdually, or U as 0 1h' h,LJ/ for Personally known, or ❑ produced the following type of Identific Unlimited Permit Services 902 NE 1 Street Pompano Baacn, rL 33UbU �v day ofk.`-i 00 if' Signature 'of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signatur wner(s) or Ow MY COMMISSION # FF984736 , OF r,�� EXPIRES June 23, 2020 F (407) 398-0153 FloridaNetaryServIce.com [zed Officer/Director/Partner/Manager who signed above: By 123 01-52 PAGE3 6/12 —� MW G� Eiil_ NGis 11V $+. _ Specialty Foundation, Marine & Aquatic Engineering and Inspection 902 NE 1st Street, Ste 2 Pompano Beach, FL 33060 Ph: 754-333-0877 ... WOOD DECK CALCULATIONS • .. • Per ASCE 7-10 and Florida Building Code 2014, 5th Ed. .• • Job Name: 1420 NE 103 Street - Miami Shores I Date: 'r'L'CTUf-Z„L (NE'v;E;, APPROVED 8/8/18 MW Engineering, Inc. CA #30702 N ' • • . •••• •• • • • • •• • • • u • . •.•• •••••• • • •• •• •••••• • • • • . • • • •• . - E. W , Q. a••\GENSF••,.'P •' . 'tltC * , No.5389 CC: %, STATE OF ' ONA\- 'I'1,,,,i11' Mark E. Weber, PE 53895 Florida Registered Professional Engineer • • •••••• • • . • • • O • • • •••••• • . ••••• • • ••••• •••••• • • • • • • • • •• • • • • Not Valid without Engineer's Seal and Original Signature Seal valid for this page and Analysis Pages 1 thru _ • •••••• • • "ASCE710W.xls" Program WIND LOADING ANALYSIS - Main Wind -Force Resisting System Per ASCE 7-10 Code for Enclosed or Partially Enclosed Buildings Using Method 2: Analytical Procedure (Section 27 & 28) for Low -Rise Buildings Job Name: Date: Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hurricane Region? 175 II 10.00 10.00 24.00 .__. 12.00 Monoslope 1.00 0.85 N mph (Wind Map, Figure 26.5-1A-C) (Table 1.5-1 Risk Category) Wind (Sect. 26.7) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) (Gable or Monoslope) (Sect. 26.8 & Figure 26.8-1) (Table 26.6) (Sect. 26.2 & Table 26.11-1) Resulting Parameters and Coefficients: Roof Angle, 0 = Mean Roof Ht., h = 0.00 10.00 deg. ft. (h = he, for angle <=10 deg.) Check Criteria for a Low -Rise Building: 1.Ish<=60'? Yes, O.K. iiiiiin1 • III I III III .. •• N N I rill ... N • B • :iiECaIN:.. .. • • 4_..... o,.I.t• • 2. Is h <= Lesser of L or B? External Pressure Coeffs., GCpf (Fig. 28.4-1): (For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpi (Table 26.11-1): +GCpi Coef. = 0.55 " (positive internal pressure) -GCpi Coef. = -0.55 (negative internal pressure) If h < 15 then: Kh = 2.01 *(15/zg)^(2/a) (Table 28.3-1) If h >= 15 then: Kh = 2.01 *(z/zg)^(2/a) (Table 28.3-1) a = 11.50. (Table 26.9-1) zg = 700 (Table 26.9-1) Kh = 1.03. (Kh = Kz evaluated at z = h) . Yes, O.K. ...... Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*VA2 (Sect. 28.3.2, Eq. 28.3-1) * 0.6 ASD Design qh = 41.19 psf qh = 0.00256*Kh*Kzt*Kd*VA2*0.6 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 28.4.1): p = qh*[(GCpf) - (+/-GCpi)] (psf, Eq. 28.4-1) Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1): a = 3.00 ft. 2*a = 6.00 ft. MWFRS Wind Load for Load Case A Surface GCpf p = Net Pressures (psf) (w/ +GCpi) (w/ -GCpi) Zone 1 0.40 -6.18 39.13 Zone 2 -0.69 -51.08 -5.77 Zone 3 -0.37 -37.90 7.41 Zone 4 -0.29 -34.60 10.71 *Note: Use roof angle 0 = 0 degrees for Longitudinal Direction. . • • • • 2 • • • . •• .. • • ••.. . ... ... •... • • • Page 1 "ASCE710W.xls" Program Version 2.2 WIND LOADING ANALYSIS - Roof Components and Cladding Pier ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <= 45° or Monoslope Roof 0 <= 3`' Using Part 1 & 3: Analytical Procedure (Section 30.4 & 30.6) Job Name: Date: Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Width = Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hurricane Region? Component Name = Effective Area, Ae = Overhangs? (Y/N) 175 II 10.00 10.00 0.50 2.00 Gable 1:00 0.85 Decking 1 mph (Wind Map, Figure 26.5-1A-C) (Table 1.5-1 Risk Category) (Sect. 26.7) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) (Gable or Monoslope) (Sect. 26.8 & Figure 26.8-1) (Table 26.6) (Sect. 28.6-1 & Figure 26.11-1) (Puriin, Joist, Decking, or Fastener) ft.^2 (Area Tributary to C&C) (if used, overhangs on all sides) Res'ultinq Parameters and Coefficients: Roof Angle, 0 = Mean Roof Ht., h = 0.00' 10.00 deg. ft. (h = he, for roof angle <=10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 1 Neg. = -1.00 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 2 Neg. = . -1.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 3 Neg. = -2.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) • • • • • •• •r. • • •••••• • . Pllaff • Positive & Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef.,= 0.55 (positive internal pressure) -GCpi Coef. = -0.55 (negative internal pressure) If z <= 15 then: Kz = 2.01*(15/zg ^(2/a) , If z > 15 then: Kz = 2.01 *(z/zg)^(2/a) (Table 30.3-1) a = 11.50 (Table 26.9-1) zg = 700 (Table 26.9-1) Kh = 1.03 (Kh = Kz evaluated at z = h) • •• 13.• • • • • •• . • • • •p • Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.2, Eq. 30.3-1) * 0.6 ASD Design qh = 41.19 psf qh = 0.00256*Kh*Kzt*Kd*VA2*0.6 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 30.4 & 30.6): For h <= 60 ft.: p = qh*((GCp) - (+/-GCpi)) (psf) For h > 60 ft.: p = q*(GCp) - qi*(+/-GCpi) (psf) where: q = qh for roof qi = qh fo' roof (conservatively assumed per Sect. 30.6) • Wind Load Tabulation for Roof Components & Cladding Component Kh qh (psf) p = Net Design Pressures (psf) Zone 1,2,3 (+) Zone 1 (-) Zone 2 (-) Zone 3 (-) DECKING 1.03 41.19 35.01 -63.85 -96.80 -138.00 •••••• •• • . •••••• • • ..• • • •.••.. Page 2 Introduction The following calculations are for a wood deck system.The joists were calculated using a 40 psf live load; private dock, with a 5 psf dead Toad for joists and decking. Joist attachment, and uplift on joists and decking was also reviewed. Ledger Connection Calculations: Maximum loading at t longest span W1: 1.67 Tributary Width L1: 3 Ledger conector spacing • • • . • •. • Reaction: 225.0 Ibs 45.00 psf x W x L • • • • • • Connection to ledger: • • • • • • Allowable load for (1) 1/2" bolt in single shear perpendicular to grain Mixed Maple G=0.55 from datebaae: • • •••••• • • • Allowable 410 lbs > 225.0 Ibs OK Allowable load for (1) 1/2" wedge anchor in concrete Allowable 4000 Ibs > 225.0 Ibs OK Joist Connection Calculations: Joist Maximum loading at 4x4 post longest span W1: 1.33 Tributary Width (ft) (Joist Spacing) L1: _ 8 Tributary Length (ft) Reaction: 478.8 Ibs 45.00 psf x W x L Connection to 4x4 post: • •..• • •••.•• • • • • • • • • • ••••. •• •• •• •• • • • • • • • • • •••••• • • • • •• • •• • •▪ ••••• • • • •• •• • •.•• • • •• • • • • •. • •••••. Allowable load for (1) 5/8" bolt in single shear perpendicular to grain Mixed Maple G=0.55 from database Allowable 664 Ibs > 478.8 Ibs OK Joist Stress Calculations: Joist Maximum loading at tributary Area W1: - 8 Tributary Width (ft) L1: 1.33 Joist Spacing Load: 478.80 Ibs 45.00 psf x W x L Size: 2X8 Stringer SOUTHERN PINE NO. 1 DENSE Shear allowable: 90 psi Span: ;' 8 ft Board Width: 1.5 in Board Heigth: 7.25 in Gross Area: 10.88 inA2 Shear Area: 7.25 in^2 (gross area * .667) Max. Loading: 239.4 Ibs Per Reaction=Load/2 Max. Shear: = Max. Loading / Shear Area Max. Shear: 33.0 psi < 90 psi allowable OK Bending allowable: 1450 psi Section Mod. (S): • 13.14 in^3 Mmax: = wL^2/8 Reactions: 239.4 lbs L: = 2 * reactions / span = dist. Load 59.9 Ibs / ft Mmax: 478.8 ft-Ibs Max. Bending: = 12*M / S Max. Bending: 437.3 psi < 1450 psi allowable OK Page 3 Depth: Weight: Uplift: Allowable: Allowable: Uplift Calculations: WIND LOADING ANALYSIS 175 Wind Speed, V II Bldg. Classification D Exposure Category Deck Frame: 51.08 psf Main Wind -Force Resisting System Deck: 96.80 psf Roof Components and Cladding W: L: Wd: 1.33 8 0.5 • . • • . •• . •••••• • Uplift: = (Deck Frame psf - 2.5 psf -dead) * L/2 •••••• 258.44 Ibs (Max. Uplift Each Joist) • • • • •. •••. 1165 Ibs for Simpson LUS28 face mount hanger w/ 6 10d at each en • •. • 1165 Ibs > 258.44 Ibs OK •.•••• Strap each stringer to substringer with LUS28 hanger •••••• • . . • • Stringer Spacing (ft) Tributary Length. (ft) Dock Board Width (ft) Connection to decking: Uplift: = Deck psf * Joist Spacing * Dock Board Width Uplift: 64.37 Ibs Allowable: Allowable: Allowable: 163 Ibs per inch embedment for #8 screws 489 Ibs for (2) #8 x 3" deck screws with 1.5" embedment 489 Ibs > 64.37 Ibs OK Footing Calculations: 4x4 Maximum loading at 4x4 post longest span W1: 1.67 . Tributary Width (ft) L1: 8 `- Tributary Length (ft) Cohesion: " 197 Reaction: 417.4 Ibs Post Dia: 15.0 in 28.0 429.3 Allowable 429.3 Ibs > 417.4 51.08 - 5 psf x W x L-cohesion Ibs OK • • • •• . i Model No. ` ;� , y:.> DF Allowable' Loads `, •? 'Y SP A towable Loads... 4 Up[1(t17; ':, (160) , , k r•Floor 1 4,(100 x «:- , Snow (115)i . 4 4 ,- '',T.� :+ F o' t , ; (1i2 • ,„ .h 1 , Wind ;' (160)• Upliftl (160): F , Floor ,` ,(100) • Snow (115) , Roof (125), . Single 2x Sizes rLUS24 490 670 765 825 1,045 490 725 830 895 rLUS26 1,165 865 990 1,070 1,355 1,165 940 1,075 1,165 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 , HUS26 $•i 550 r�2,720 ;, 3.095 < .3,335y 3,335 X 1,550 2,950 3,335 ' , 3,335 HGUS26 , ,1,050�4. z, , 4,360: r.. ; 4 885 p 5,2;30,. 5,390' 1,050 4;725 5,290 .. 0 5,39 LUS28 1165 ' ,,' ;.1 100 <1`,255 1,360 ; *-1,725:.;: 1,165 1,200 1,365 1,480 Page 4 • .••• •. • • • • • •• • • • • •••••• • • • • • • •• •• • •.•••. • •. • • • • • •••.•. • • •.••.. • • ••.••. • • •.•.• • • •••.• •••••• • OOOOO• • • •••.•• • • i LOCATION MAP N.T.S ---NE 104TH STREET -------- --NE 103RD STREET ---- WATERWAY LEGAL DESCRIPTION: LOT 12, IN BLOCK 5, OF REPLAT OF TRACT "C" MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 64, AT PAGE 97, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CERTIFIED TO: • ERIC SCARBOROUGH SURVEYOR'S NOTES: 1. The above captioned property was surveyed and described based on the above legal description furnished by client. 2. This certification is only for the lands as described, it is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances, ABSTRACT NOT REVIEWED. 3. There may be additional restrictions not shown on this survey that may be found in the Public Records of this County. Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4. Ownership subject to OPINION OF TITLE. 5. Type of Survey: FOUNDATION SURVEY. 6. Location and identification of utilities on or adjacent to the property were not secured as such information was not requested. 7. Unless otherwise noted, this Firm has not attempted to locate Footings and/or Foundations (underground). 8. This FOUNDATION SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. 9. Precision of Closure 1:7500 Suburban Class Survey. 10.Bearings shown are assumed and are based on the South of Right of Way Line of N.E 103th STREET, Being N87'OS' 38"E. 11. Elevations taken on Top of Form Board. Not Concrete poured. ELEVATIONS NOTE: (IF REQUESTED AND SHOWN). 1. ) 0.00' Indicates existing Elevations. 2. ) Elevations are referred to the National Geodetic Vertical Datum 1929. ,m 0 o Fa Found a Drillhole - Tie 15.00' 10.6' Found Drillhole BOUNDARY SURVEY Lot - 11 Block - 5 (P.B. 64 - PG. 97) N2°54'22"W 14.2' T. 5' Chain Link Fence (TYP) Scale: 1" = 20' 112.50' Two Story Residence No. 1420 Lot 12 Block 5 Planter S2°54'22"E FLOOD ZONE INFORMATION: PROPERTY ADDRESS: 1420 NE 103RD STREET, MIAMI SHORES, FL 33138. COMMUNITY NAME: MIAMI SHORES, VILLAGE OF 120652 BENCHMARK INFORMATION COMMUNITY MAP: 12086C MAP REVISED: 09-11-2009 SHEET: OF 1 SHEET(S) PANEL NUMBER: 0306 FLOOD ZONE: AE DESIGNED BY: DRAWN BY: Y. Fernandez DATE: 05-23-2016 CHECKED BY: Jose M. Rives l PROI. No: 160169 SCALE: 1" - 20' SUFFIX: BASE FLOOD ELEVATION: 9 Gln ■ It n Survey BENCHMARK: ELEVATION: DESCRIPTION: LOCATION: LAND SURVEYORS• LAND PLANNERS 7725 S.W. 129TH COURT Miami, Florida 33183 JOSE M. RIVES Jr. P.S.M. No. 6685 • LB. No. 7836 PHONE: (786) 486-8088 FAX: (305) 382-4334 CERTIFICATION: BY: FOR THE FIRM JOSE M. RIVES Jr. P.S.M No. 6685 STATE OF FLORIDA Lot - 13 Block - 5 (P.B. 64 - PG. 97) 0 N 26.1' Concrete (TYP) 3'x3' Tie 25.00' Concrete Planter 112.50' THIS NOT A VALID CERTIFICATION WRHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT LEGEND AND ABBREVIATIONS PG. =PAGE. N.T.S. = P.B. = PLAT BOOK B.O.B. = = CENTER LINE I.D. = No. = NUMBER (M) _ (TYP) =TYPICAL ELEV. = 43.3' NOT TO SCALE BASIS OF BEARING IDENTIFICATION MEASURED ELEVATION Found Iron Pipe NO ID. 25.00' Found %" Rebar NO ID. RECEIVED Q` G 13 2018 BY: 25.00' Found W Iron Pipe NO ID. Block Corner REVISIONS: PROJECT No.: DATE: UPDATE SURVEY 180119 04-12-2018 • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• • • 5' 0 2-27LL Found Dril[hate Lot-11 Block -5 (P.B. 64 - PG. 97) N2°54'22"W c w 112.50 s 0 t: 27.30' 2.6' j 14.2' 2.6 Pool w 11.6' 5' Chain Unk Fence (TYP) 0 72.50' 29.7' w 9.31j • Two Story Residence No.1420 Lot12 Block 5 tJ w W A 23,05' 26.1' Found }4" Iron Pipe NO ID. Concrete (TYP) 3'x3' Tie } {i{i 25.00' :t51 11 Ic}1 6.7' • 7 4.3' 3' S11 A - Concrete TYP) 3'x17.9' Concrete Planter 21.1' 43.20' 21.05' Planter State 8.6' Found t, Orilthot&. . 5' Drainage Easements ) 4.9' . •,I0.6!1 V to at 16.2' 4. Tle 27.05' 3 ,,BE ,50 .LB N=8'011 5 2' 541 22" E Lot-13 Block - 5 (P.B. 64 - PG. 97) See attached survey supplied by owner for exact property information. 112.50' 43.3' uSE'SD aL$ N 44 N Found " Iron Pipe NO ID. m Found3" Reber Black NO ID. Comer Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 12 BLK 5 LOT SIZE 110.000 X 113 OR 17852-1967 0697 4 Site Plan Scale: 1 " = 20' s P•••c -S: • • • • • • • • • • • •••l •• • • . • •• • • • • • • • • • • • • • •• • • • • •• • • • • • • •• •• • • • • • • • • • • •• • • • • • • •• •• • • • • •• • • • • •• • • • • • , • • • • • • • • •• • • • • •• • • ••• 11•• • • SCALE: DATE: DRAWN BY: CHECKED BY: ,,,,,,,,,rr, ,ade�ngpn\R29 44j2J,o No.538 • e 0 • • STATE 0 ° � F••'ft0R10P° 10„ PAGE: 1 of •3 tYlONAL,,, 240 07.20.2018 WRT MW PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Proposed Deck Marc Litzenberg 1420 NE 103 Street Miami Shores, Florida 33138 MARK E. WEBER, P.E. LICENSE #53895 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 VWWV.MwEngineering.net 10'-6" 34'-1 " r3 — 2'— 7" v v 1 '-8" max. U /-2 4 v ///////////'//////////////////////////, 3 A-- 8 max. r --20"-- 20" typ. 10'-6" \-4 Section A -A Scale: 3/8" = 1 '=0" 2'-2" ti 53' Framing Plan Scale: 3/16 = 1 '=0"— 4 9' 6" 171-6" 1. i" Brazilian Ipe wood decking with (2) #10x2-1/2" S.S. wood screws per stringer 2. ' 2x8 joist @ 20" max spacing with (1) 1"0 carriage bolt ® 4x4 support post, set ends in Simpson LUS28 line hangers 3. Double 2x8 ledger board with 1"0 wedge anchors i 36" on center into existing foundation (min. embedment = 4') 4. 4x4 support post in 15"0 z 28" earth formed hole with redi—mix type concrete on 8' max. spacing 'v' •••• • • •••• • •• . •• • •• • • • • • • • •• • • • • • • •.•• • • • • • , •••• • 00004 • • • • ••••I • • • • • •• •• •• •• •4••1• 1 • • • •• • • • • • • , • • 4 • • • • • • • • • ••••1 • •• • • • • •• • • • •• • • DA441' PAGE: 2 of 3 ti SCALE: DATE: DRAWN BY: CHECKED BY: Morrison\1420 FP 64 64 07.20.2018 WRT ,MW `,,l111 n r,ll,' No.53 5 • 1: .. Z7 STATE O o : 4, PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Proposed Deck Marc Litzenberg 1420 NE 103 Street Miami Shores, Florida 33138 NA MARK E. WEBER, P.E. LICENSE #53895 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 VW WV. MwEngineering.net GENERAL NOTES: 1. Construction to follow the Florida Building Code 6th Edition (2017) and amendments as applicable and all Local, State and Federal Laws. 2. Licensed contractor shall verify the existing conditions prior to the commencement of the work, Any conflicts or omissions between existing conditions or the various elements of the working drawing shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and all subcontractors are responsible for all lines, elevations, and measurements in connection with their work. 3. Do not scale drawings for dimensions. 4. Any deviation ord/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work. 5. All unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work. 6. All new work and/or materials shall conform to all requirements of each administrative body having jurisdiction in each pertaining circumstance. 7. All new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein. 8. Licensed Contractor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction. 9. Licensed Contractor to verify location of existing utilities prior to commencing work. 10. The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of the work. s 11. Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. 12. Turbidity barriers to be marked with site contractor's company name using permanent markings no smaller than 3 inches in height on the top of the barrier. PILE DRIVING: 1. Pile driving operations shall be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity. *2. Piles shall be driven using an approved cushion block consisting of material so 'arranged so as to provide the transmission of the hammer energy. 3. Piles shall be driven to required capacity a minimum of 8' into berm. 4. Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight no less than 3,000 pounds, and the fall of the hammer shall not exceed 6'. 5. Piles shall be driven with a variation of not more than inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pile from the position shown on the plans of not more than three inches. 6. Where piling must penetrate strata offering high resistance to driving, the structural engineer of records or special inspector may require that the piles be set in pre -drilled or punched holes. The piles shall reach their final penetration by driving. CONCRETE NOTES: 1. Concrete shall conform to ACI 318 (latest edition) and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water-cementitious materials ratio, by weight aggregate concrete of 0.40. 2. Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in accordance with ASTM. 3. Licensed contractor is responsible for the adequacy of forms and shoring and for safe practice in their use and removal. •••.• • 4. Concrete cover shall be 3" unless otherwise noted on the approved drawings. • • • • • • • •• • 5. Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 sp2c1ffslitlons. All •.• reinforcement shall be placed in accordance with AC! 315 and ACI Manual of Standard Practit8.•' •.• •••. • • 6. Splices in reinforcing bars shall be not be less than 48 bar diameters and reinforcing shall be ? o7 tinuous around all corners and change in direction. Continuity shall be provided at corners or changes in drri.n. by bet the longitudinal and steel around the corner 48 bar diameters. • • •••• • • •••• • • • . .... 7. For repair of defective, cracked or loose concrete areas must be cut out, the rebar mtt'; ed, coifed' zinc and repaired with at least 3" of expoxy-concrete mix or gunnite concrete withate-r entt • • • PILE NOTE: 1. Wood piles to be 2.5 Ib. CCA treated in accordance with AWPA standard C18. 2. Wood piles shall be driven to a minimum bearing capacity of 10 tons. 3. Wood piles shall be a minimum diameter of 10 , Miami Dade County requires minimum diameter of 12". 4. Concrete piles shall attain 6000 psi compressive strength in 28 days. 5. Concrete piles shall be reinforced with four - f"0 to -lax strands, 270 kips, and #5 spiral ties. 6. Concrete piles shall be 12 x12" square, minimum length of 20'. 7. Concrete piles shall be driven to a minimum bearing capacity of 10 tons. WOOD DOCK NOTES: 1. All materials to be pressure treated pine unless otherwise noted. 2. All frame work materials to be grade 12. 3. All Decking materials to be grade #1 unless otherwise noted. 4. All hardware to be Stainless Steel unless otherwise noted. Q�b PAGE: 3 of 3 ••.• • SCALE: DATE: DRAWN BY: CHECKED BY: Morrison\1420 FP 64 64 07.20.2018 WRT MW lllllllllllll .,�t E .j ll W F49 • 73 STATEbF : :p• "41i: l,,g,5 lll MARKS. WEBER, P.E. LICENSE #53895 PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Proposed Deck Marc Litzenberg 1420 NE 103 Street Miami Shores, Florida 33138 _ •ii_ MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 W W W. MwEngineering.net • • • • • • • • • • • • • • • • •. • 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTEDfON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ?Grp �� eT�TE�TAX FOLIO NO. 11-3205-031-0030 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. C Flail 2C 1:8RO4-797 34 OR BK 31092 Ps 3094 (1Pss) RECORDED 0/08,/2013 11:26:37 HARVEY R:UVINr CLERK OF COURT rIIANI--DACE I:OUNTYr FLORIDA Space above reserved for use of recording office 1. Legal description of property and street/address: MIAMI SHORES BAY PARK EST REPLAT OF TR C 1420 NE 103RD STREET, MIAMI SHORES, FL 33138 2. Description of Improvement: Deck 3. Owner(s) name and address: Marc Litzenberg/1420 NE 103RD STREET, MIAMI SHORES, FL 33138 Interest In property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: Michael Morrison/Morrison Contractors 3000 SW 26th Terrace, Dania Beach, FL 33312/954-583-8500 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other d rLt.burkuiDuceemEas provid ffigliii7CDTIFY thti thrG is a tru,a cony of the Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: _ of or- B. In addition to hlmself, Owners designates the following person(s) to receive 713.13(1)(b), Florida Statutes. H 1 � FIARVt'`( Name, address and phone number: 9. Expiration date of this Notice of Commencement: F3 Mice as provided in ' x d County Courts D.C. (Cho expiration date is 1 year e date /'f recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIO •FTHE NICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA S TUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Ignature(s) of repared Print Name Marc Litzenber Officer/Director/Partner/Manager Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me this By ..Marc Litzenberg Unlimited Permit Services 902 NE 1 Street Title/Office Pompano each, I-L 3aubu �v day ofk•1C/ In 'idually, or Ell as 0 VU tJi/ for a Personally known, or ❑ produced the following type of Identific Signture" of Notary Public:', - Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signatur/wner(s) or Ow ,0,"'�" • 3^„ ': MY COMMISSION # FF984736 'off' EXPIRES June 23, 2020 (407) 398-0153 FloridaN0taryServlce.com Ized'Officer/Director/Partner/Manager who signed above: By 12301-52 PAGES 6/12