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DOCK-17-2870
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit. NO. D©CK-12-17-2870 Permit Type: Dock Work Cia sificatian: Addition/Alteration Permit Status: APPROVED Issue Date: 12/20/2017 Expiration: 06/18/2018 Parcel Number Applicant 1520 NE 103 Street Miami Shores, FL 33138- 1132050310100 Block: Lot: KEVIN O'CONNOR Owner Information Address Phone Cell KEVIN O'CONNOR 1520 NE 103 ST MIAMI SHORES FL 33138-2628 Contractor(s) Phone SOUTHEAST MARINE CONSTRUCTIO (954)630-2300 Cell Phone Valuation: $ 14,646.00 Total Sq Feet: 496 Type of Dock: REMOVE REMAINS OF EXISTING BOAT LIF Additional Info: REMOVE REMAINS OF EXISTING BOAT LIF Bond Return : Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $9.00 $6.59 $4.39 $3.00 $439.38 $120.00 $12.00 $12.00 $606.36 Pay Date Invoice # 12/05/2017 12/20/2017 Pay Type Amt Paid Amt Due DOCK-12-17-65826 Check* 11655 $ 200.00 $ 406.36 Check #: 11698 $ 406.36 $ 0.00 Available Inspections: Inspection Type: Final PE Certification PE Letter of Intent Final 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 compliance with all applicable laws regulating construction and zoning. Fythermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent December 20, 2017 Date Building Department Copy December 20, 2017 1 A cd\\" u\\A • BUILDING PERMIT APPLICATION 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 . _ ETVED DEC 0 _2017 FBC 20 i 4 Master Permit No.DOdS \,- 287 d Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS CHANGE OF CANCELLATION CONTRACTOR JOB ADDRESS: City: (Sao LQ3 'Sr Miami Shores County: Miami Dade RENEWAL EI SHOP DRAWINGS Zip: 33 ( 3 8 Folio/Parcel#: t ( — 3g of — 0 - 0 1.01/43 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): K eV' O c..%1 ✓t n O v' Is the Building Historically Designated: Yes NO Address: ( 5 a 0 tie (05 Sr - City: 1 v w11' 512(.47e) State: Flood Zone: BFE: FFE: Phone#: 3 /C i ZG " ?(al Tenant/Lessee Name: Phone#: Address Zip: 3313F Email: ��% / CONTRACTOR: -Company Name: LQL T )l "(t CO4Sl . `( �{ 1i( 3 � d c ST City: 0 K(c.t/ fd�x- Qualifier Name: Sf (7 C id 44. 0) s Phone#: ! ( (03O -o? 340 State: State Certification or Registration #: (,Ca C (sd yb 3� DESIGNER: Architect/Engineer: 1)-/h c M. E_ t'L % M Address: S. n(.0 ,�.. Value of Work for this Permit: $ /f (. 7 v Type of Work: ❑ Addition ❑ Alteration Zip: 3333y Phone#: Certificate of Competency #: Phone#: l (SYs — r 7 T City: 1Q,V(/ A)' State: P/ Zip: 3 7 o fo V Square/Linear Footage of Work: ❑ New IN Repair/Re place ❑ Demolition Description of Work: i J I/e L fie v'tt' 0f QA< S'+n.) (t'44 - / a) C' lccs)`c tick �(e'� +v Jert.tG►n ) (%1 /tNO) ev A. (oZ / wOJJ cao <« Specify color ofcolor thru tile: Submittal Fee $ acs fri1 Permit Fee $ 439 • 3 E3 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ ' CO Bond $ TOTAL FEE NOW DUE $ `i-d G • ✓ G (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 ut(hose 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 no • e approved and a reinspection fee will be charged. 1 Signature �� .�i _ / Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day pf t'(tJl/t 0LOvt✓1tir whoa L_so`nallyknow to me or who has produced identification and who did take an oath. NOTARY PUBLIC: , 20 , by .0344/ -*pt), CONTRACTOR The foregoing instrument was acknowledged before me this day of/%©\i , 20 / - by Q7 is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: I AR _. ' .I. - Seal: Ry�etY """ NAYMARAFJENiE8 .; MY COMMISSION #FF210714 EXPIRES: July 10, 2019 Bonded nru Way P is under r. APPROVED BY Sign: Print: Seal: 6 / flbiet_ d it// ''a`'"r°ti' K O'NEILL (407)398-0153 Plans Examiner MY COMMISSION #FF154167 EXPIRES October 11, 2018 FloridaN otaryService.com •._f•.*..• ************ as -2h Zoning Structural Review Clerk (Revlsed02/24/2014) OFFICE OF THE YROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-031-0100 Property Address: 1520 NE 103 ST Miami Shores, FL 33138-2628 Owner KEVIN P O'CONNOR &W INES M Mailing Address 1520 NE 103 ST MIAMI SHORES, FL 33138-2628 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/3/1 Floors 2 Living Units 1 Actual Area 4,530 Sq.Ft Living Area 3,237 Sq.Ft Adjusted Area 3,791 Sq.Ft Lot Size 13,056 Sq.Ft Year Built 1957 Assessment Information Year 2017 2016 2015 Land Value $1,664,096 $1,664,096 $1,540,830 Building Value $454,535 $458,497 $462,458 XF Value $46,025 $46,510 $38,887 Market Value $2,164,656 $2,169,103 $2,042,175 Assessed Value $905,831 $887,200 $881,033 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $1,258,825 $1,281,903 $1,161,142 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 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 19 BLK 5 LOT SIZE 108.800 X 120 OR 16765-5632 0495 1 Generated On : 10/24/2017 Taxable Value Information 2017 2016 2015 County c Exemption Value $50,000 $50,000 $50,000 Taxable Value $855,831 $837,200 $831,033 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $880,831 t $862,200 $856,033 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $855,831 $837,200 $831,033 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $855,831 $837,200 $831,033 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1995 $550,000 16765-5632 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 http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, KAA n G0,4 44.) , does hereby attest that (Property owner) The attached survey, performed by (Name of surveyor's company) For address: t a 0 b(c (03 57" Performed on (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 strut es may affect final inspections as applicable to this or other permits. ught. ^n r 1�r? V GO ruler- roperty Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this ,3O day of CC}6 Y ZOi I- . Affiant is ✓ personally known to me, . produced I Revised on 5/22/2009/ Revised on 6/12/09 as identification. Notary 11.0:P45%:‘ NAYMARA FUENTES : '' ..t MYCOMMISSION #FF210714 Alk.EXPIRES: July 10, 2019 b. ` Bonded Pau Notary Public UndetwrMxs i Southeast Marine Construction 404 NE 38th St,.Oakland Park, FL 33334 (954) 630-2300 / (561) 752-4422 (954) 630-2384, fax ',SEMarine@semarineconstruction.corn v.4vw.SoutheastMarineConstruction.cOrn • , , Licensed & Insured' r-u ' CpCi 524635 I 8UBMI I 1ED Tb:' Kevin O'Conner 1520`NE 103 Street Miami'Shores Fl. 33138 , • 305=979-8129 koconnor foleymansfield!conr' CONFIDENTIAL PROPOSAL-: PROJECT:, Replace Dock - DATE: '-)../Petober.4„ 2017 k, AA, We submit the following proposal to you in confidence, not to be disclosed to otherany,gr§orwithoui our prior -written co-nsent„to perform work as described in the following' scope of work: sf- - . TERMS, ANDCONDITIONS),--- - Southeast Marine Construction, Inc. (SMC) willfurnish all labor, materials„equiprnent, supervision and licenie-s i nccesiary to perform the Scope of4Work‘as iderilifitcl herjein, according to the approved, engineered plansand ' . -...? -,.. -lz roc, ,:, .-/ . ---/•—•{/' it'l -"-- •- %/ -7.."."'-- - - • /7:0 ',-(....-- O." - (al; specifications, and also all,applicable butlding codean s and ordinces-0 of agencies and governibod ng ies with. jurisdictional powers at this0Ocairon. SMC shall carry General Liability and -Workers-Coinpensation insurance, r ,.. insuring any liability which may be imposed .upon SMC or client. If client requests to lie additionalljjnsured 4- ,-4— there will be ,an additional charge -cif $125.00: SMC is not responsible for anysemovar,, installations, re"Pairs or damages to any and alltlandscapirig; utilities; uhknown,:unseen, hidden or buried obstructions, or damage -to. . , structures in the vicinitS, of the work area droutine,and proper performance of die jObcfSMC will Make. ue to,..„ every effort to perform the work in 'a timely and expeditious manner. M4nyfactures,•or SMC shall have iiol.:, obligation under any warranty, unless SMC has been paid in full for all materials suppliesand services. Oriless,L. ., SMC falls or refuses to perforrh-,:the deposit is nOt'refundable. Clienfagrees to promptly pay all invoices for all Work completed upon receipt of invoice, according to mutually accepted schedule of Values ? for -work in progress. b). Ar —...1 Any -!1-,-- ..*- .,- --J --' . late thereafter.rAnyprogress invoices past due more thin 10 days will result in stopping of all Work until amount invoicedpast 65 more than 30dayi will be subjecl to ''firiineerefiartie of 1._564 for ey:ery.30'days 4 ' 1 A. A both invoices are paid: AnS,"Written dianges to the following Scope of Work must be initialed by SMC and the client forany changes tope considered valid. Ariulterations.fiorp Scope of Work will be egeouted,only upon written ,Change,Order and will become, an extfa charge over and above -the contract. Client wilrfurnish all -,,.. refuridable municipal and environmental bonds, owner compatible with local ordinances. Ifliard bottom ,,,..._ - .., • • • conditions are encountered, during any pile placement activities, requiring punching prior tqriving, additional charges will`be,assessed. Permit fees -arid permit related fees-(i.e.A ngineering, surveys,.e7tc.) ate NOT included ..) -0„,----c-: . inthe price of the contract, owner Wilyreimburse SMC or pay proper agehcy direct for all permit, engiiiee .,, r',/%-,-,, - s-pecial.inspector and prOcess related costs and fees. ,-;„ i 1 .... l ' 1 j A - - Client Initial (151;c1) Piipre At 3- SCOPE OF WORK DEMO: . . , 1) Remove and dispose of any decking an framing remaining after hurricane damage. (All gone). . ,2) Allelectrical and plumbing must be 'SHUTOFF prior to demo of dock. 3) All existing wood piles will remain and have 1" x 2" furring strips and caps reinoyed. 4) Existing concrete pile cap supportedtiy.,coricrte piles will have framing removed and be left iii-place. , = - ' 5) Reinoe existing old galvanized boat liftivith galvanized I -I beams driven info' by bottom, haul iwdy`: to approved dump site :, - - . . - 6)- Remove and dispose of ekisting."'Fish.deaning-Tahle" attached tO-WobdPiler at entrance"ofddek. r 'Keep top piece of cutting board owner unless otherwisedirected to"thiCTWIW'a;i. DOCK: 1) • ' Construct a new 1.0' x 46', 400 sq ft access ramp:leading to 8' x 12',96 sq'fi pla:tforrn aifollOWs...1 . a)- All existing piles (12) will' be cleaned of existing materialsand IiiyeP.v.c. pile wrapiiiiiialled on .11-- bottom of pile to serviceable life of wood dock piles. - ...._ 0., b) Framing to be .40, ACQ, marine treated, #1, pressure treated lumber secured with stainless steel --r' hardware, using double thru bolts:and f double stringer framing systern._ ji. — ,. t c). Decking to .be PreservePlus;,Ultra Tropical, 2" x 6", decking boards secured with stainless Steel decking screws. ,... -,_ \-- '-' e--- yyT d)0A.11'piles (12) will be furfurredithl"sx -Vmarine treated,1-ftikinestriPg,dfinppped,with new; - _ 4 ... copper Caps..-' _.: . . ,....... „..., cost . J--: ..$ 14,646(.00 ..„ ..:' i......... ''''. '''''' • • • OPTION I (please initial if accepted) . - . , ..., -. 1 . F j • Z e _...$ _S'' Provide and install,riew„Trex (Select), composite, 1"x 6", decking and matching, 1" i 2" furling strips in -, - ---- .. • ,. .-4:,-. .,lietof Ultra Tropical decking bCialds and marine treated furring strips - --...._::•15, .„`._•.:-.-:_.--4-, , -',--- - - • Additional cost . . .,$ 3,530.00 (piktat completion of 'project) 4 P.ayment-schedule: - 10%' due uPon acceptance-. "---1.z..-1::::7,--- 7.7:' ... $ 1464.60- - -_- -.., 25% due upon demo coMplete $ 3,661.50 C---)''' $ 3,661.50 -- • .-,.. 25% due upon framing installed , 25% due upon decking 1" x 2."s - - $ 3,661.59 , , ,• ' 15% due upon completion & clean..up .$ 2,196 .90 - ..,,,...-, .,. .. —-;-/ .....- L„. , - ._. S.EM. Initial (Doc l'cITatk of.3- Client Initial' . Remind& Permit, engineer, special inspector and process fees are not included in contract price and are to-• ...,.. be paid by customer as fees occur. "As Built" surveys are' required at the completion of construction to close out the permit. Customer is responsible for obtaining the survey' By signing below, I acknowledge that I have read and agree to all prices, terms and conditions stated'in",thi's proposal.. s'" ' " .o._ ) -L:Ls- . j'' Pafe-r- ; -7 Ace pted'By - .. ' - ., , ,,,, ,, -,-- ,..., , 1 ,,,, Joseph G. Thomas 1 i I •iil 0 ..-7, --., - :---- 1 Print Name, 1.) (Do5.:.k) Print Name . ,..„ .,1 Ao --1AAM //4 410 -`" 1111111111111111111111111111111111111.11111111 Notary Public Print Notary's Name My NOTICE OF COMMENCEMENT _,rgrF F� orlg, A RECORDED COPY MUST BE POSTED ON TEE JOB silk, AT TIME OF FIRST INSP • PER2vflT NO. TAX FOLIO NO. I (-- -32 oT - 03(td0 STATE OF FLORIDA COUNTY OF DADE 1'1ih 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: I 1. Legal description of property and street address: l S .2 0 t"I t0 3 ST` In/rtQ,t�t1 ! Sletdre*'l 3 31 3 8 R e _ pt v 6 4- "Tl2-C. v A 6'Ai i SL'iw (3° i` Par (L E-31s ? 13 Ca 1-? 7 2. Description of improvement: t,n) L - P Ct= S' 2O 1 f R.i 8ram• 46 _t_ u6 OR E K 30758 F's 2339 (1 F's s ) RECORDED 11/16/2017 1... 03 °r rf I RVf - h.'iJVIN CLERK OF i i'Jt MIAMI-DADE COUNTY FLORIDA • • • •• • • • IS • • • . • • • OS 3. Owner (s) name and address: SA.Ut rl Li CO v2 ✓i.eJ C- Interest in property: (- ao ,j/G AV 3 ..�.r • t c 5 hc.If� 1... Fi 3.3t 1� • • • • • • . .. .• .. • • • • • • • • Name and address of fee simple titleholder soWhom-t Marine Construction 4. Contractor's name and address: 404 NE 38 Street Oakland Park, FL 33334 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: • • • • • • • I. • • • • • • ' • • • ••. • • • S. Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon'whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In Addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: to of • tti of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name (Q•tJt /1 C/I CD'w . A_' 1Qv. Sworn to and subscribed before_me this :`) day of , 20 N i tut A.Y( e %ri, r MY COMMISSION 4 FF 210714 l EXPIRES: July 10, 2019 Bonded TM, Hatay Pubic Underwriters r> 11 1sc1 Prepared by: 6`o_ f `'t?7:. Address: `-•`ir ' .' °nU., //, Form 104 MAXIMUM STRESS IN TIMBER DECK Residence : O'Conner Location : Municipality: Drawing Ref: Date: Specific Data LL - Live Load DL - Dead Load 1520 NE 103rd St 'Miami Shores, FL 11/28/17' 60 psf 8: psf Joist Calculations jw Joist Width (in) jd - Joist Depth (in) ZJ - Joist Section Modulus (inA3) jwl - Width of Load / Joist (ft) Fb - Bending Cf - Size Fact. - (12/jd)^(1/9) Cfu - Flat Use Fact. Cr - Repetetive Fact.(joist only) Cm - Wet Service Factor Ch - Shear Factor Fb'-FbxCfxCfuxCrxCrxCmxCh Cd - Duration Factor cl - Centerline Dist. between Piles (ft) d - Pile Dia. (in) W = ((LL + DL) x jwl) / (Cd) = span = cl - d - b = M = ((span)^2 x W ) / 8 = Fb = (M x 12) / (ZJ) = 867.83 < 1078.74 Substringer Calculations b Substringer Width (in) sd - Substringer Depth (in) ZS - Substringer Section Modulus (inA3) swl - Width of Load / Substringer (ft) a - Max Length of Substringer (ft) Fb - Bending Cf - Size Fact. - (12/sd)^(1/9) Cfu - Flat Use Fact. Cr - Repetetive Fact.(joist only) Cm - Wet Service Factor Ch - Shear Factor Fb'-FbxCfxCfuxCrxCrxCmxCh Cd - Duration Factor W = ((LL + DL) x jwl) / (Cd) = span =a= M = ((span)^2 x W ) / 8 = Fb = (M x 12) / (ZS) = 773.69 < 1027.34 7.251 in 21:9011 in"3 2ft 1200' psi, T 4B, 1.057587 1 All'Adjustment FacttY31rc3n •• • 1 Table 4B of NDS (pg39,2997 �d.j•• nom s - inA3 Fb-psi 1200 2x6 7.563 2x8 13.141 1200 2x10 21.391 1200 2x12 31.641 1200 3x6 12.604 1200 3x8 21.901 1200 3x10 35.651 1200 3x12 52.734 1200 • • 0.85 CCA Treated ' • 1 1078.738 psi 1.25 7 days per appendix B 12ft 12 in ,Joist Shear Calculptidn$ 108.8 Ibf/ft fv - Allowable 10.79 ft V=(span x jwl x (II+15&.42: 1583.86 ft.lbf Fv=(3xV)/(2 x jw x jd) 867.83 psi 60.73103 < Fb' < SA, O.K. •••• • • • • • • 2.5 in 11.25 in } 52.734 in"3 5.00E ft 10.00 ft 1200 psi, T 4B, NDS 1.007197 . • .. S. • .• • • • •...E • •• •... • •.. • • . ••• • . • • . 90 psi. • •,?33e8 Ibf • 60,73 psi 90 Fv<fv, OK 1 All Adjustment Factors from 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated ; 1 1027.341 psi 1.25 7 days 272 lbf/ft 10.00 ft 3400.00 ft.lbf 773.69 psi Fb < SA, O.K. per appendix B John H. Omslaer, P.E. FL'License #52733,EB#26 Dynamic Engineering..Q 351 S Cypress Rd, S Pompano Beach, F • • • • •• • • • '•fCOR%i' d'$,, . • MAXIMUM STRESS IN TIMBER DECK Residence : O'Conner Location : 1520 NE 103rd St Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 11/28/17 Specific Data LL - Live Load DL - Dead Load 60 psf 8 psf Check Stringers For Deflection L=span=cl-d-b= W = ((LL + DL) x jwl) / (Cd) = E = Mod of Elasticity jw Joist Width (in) jd - Joist Depth (in) I = (jw x jd^3) / 12 delta = (5 x W x LA4) / (384 x E x I) L / 360 = delta «< L/360 Fastener Specifications - Double Fastener Type at Piling n - Number of Fasteners at Piling Cap - Capacity 129.50 in 9.07 lbf/in 1760000 lbf/inA2 2.50 in 7.25 in 79.39128 inA4 0.237618 in 0.359722 in O.K. in Deflection Shear at Piling/Hanger A - Supported Area Cm - Wet Service in Shear Load = ((LL + DL) x A) / (Cm x n) 2155 lbf > 1" Thru Bolts 2'' 21551 Ibf, per t 8. 50,00 ft^2 0.85E 2000 lbf 2000 lbf, O.K . . . .. • . . . . . .. .. . .. . . • .. •... . . • ... • • • • . . . Double Shear@ Pile '.• : Thru Bolts - Z perpendicular - T8.3A 0.625 0.75 1 1.5 1130 1330 1530 2.5 1345 1620 2155 3.5 1560 1910 2780 Single Shear Wedge Anchors - Z parallel) - T8.2E 0.5 0.625 0.75 1.5 660 930 1270 2.5 750 1170 1560 3.5 750 1170 1680 John H. Omslaer, P.E. FL License #52733,E Dynamic Engineer(' 351 S Cypress R Pompano Beacli CUr Carlos A. Gimenez, Mayor December 1, 2017 Kevin O'Connor 1520 Northeast 103rd Street Miami Shores, Florida 33138 Department of Regulatory and Economic Resources Environmental Resources Management 701 NW 1st Court, 6th Floor Miami, Florida: 33136-3912 T 305-372-6567 F 305-372-6407 miamidade.gov ' CERTIFIED MAIL NO.70170530000066256392 RETURN RECEIPT REQUESTED Re: Class I Permit•Application CLI-2017-0518 O'Connor- Dock located at.1520 Northeast 103`d Street, Miami -Shores, Miami -Dade. County, Florida. (Folio No. 11-3205-031-0100) Dear.-' Mr O'Connor: Please accept this letter in response to your submittal of a Class I permit application for .the' above, reference d property. • • DERM has completed an initial review of the;proposed dock replacement, which appearss•to t;e con§iasterlt • • with the provisions for emergency work as set forth in Section 2420(4)(a) of the CQdq pf ViamtDtisi • • County. Please.see.the attached ,t g emergency authorization and conditions, and the att lo hecklist,that; • identifies all' items necessary to. complete, the Class I permit application. •••• •••• • • • • Should you have any questions concerning the- above referenced application, plea4Q,cp,plact CoastAl. Resources at (305)'372-6575 or dermcr@miamidede:gov • • Sincerely, % % • • • • Coastal Resources • • . • • • •• • cc: Unlimited Permit Services Inc. Authorized Agent (Wrt615@gmail.com) Robert -Kirby — U.S. Army Corps of Engineers (Robert J.Kirby@usace.army:mil). U.S..Army Corps, of Engineers (seappls@:usace;army mil) • • • • • • •• • • • •• • • Miami -Dade County Department of Regulatory and Ecoriomic ResoUrces Coastal and Wetlands Resources Section 701 N.W. 1st Court, 6th Floor Miami, FL .3138-3912 EMERGENCY AUTHORIZATION AND • CLASS I PERMIT NO. CLI-201T=0518 APPLICANT NAME: Kevin O'Connor • • PROJECT ADDRESS: 1520 Northeast 103td Street, Miami Shorek.•.: • • • ••• • •• •.• DATE: December 1, 2017 • • • • • • • • • • • • • ••• •••• PROJECT MANAGER: Tammy Burton •• • • ••• • • • • • • • • • •• • ttalf and Wetlands , • Issued By Issue Date JT12:1111q Attabhment:A: Sketches Sheets Attachment Bf Checklist Authorized ErnergencyWork Replacenient of a dock in previously permitted footprint Page 1 of 3 (EME AUTH CLI-2017-0518) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK • • • • • • • • • • • • . • • • • • • • • •• • • • • • Specific Conditions 1. By commencing the work authorized herein, the applicant and contractor agree to comply with all conditions of the emergency authorization and the applicant agrees to submit a complete Class 1 permit application within 6 months of the start of work, including all items listed in Attachment B. Any questions or concerns relating to the required items or any other issues should be addressed with DERM staff, and if applicable, any revisions obtained from DERM in writing, prior to the start of work. 2. A statement of acknowledgment as the contractor of record for the work authorized herein shall be submitted directly from the contractor of record to DERM and shall include the contractor's name, address, telephone number, State of Florida or Miami -Dade County license number, DERM Class I permit application number, and description of the scope of work subject to the emergency authorization. This information is required to be provided a minimum of 2 and a maximum of 5 business days prior to the start of work, and may not be submitted through a third party. 3. All work shall be performed in accordance with the drawings approved by DERM and attached hereto (Attachment A), and in accordance with the conditions of the Emergency Authorization. Any activities requiring a Class I permit that are not specifically listed as "Authorized EmerquU Work" are prohibited. • • •• • •• • • 4. An activities shall be conducted so as not to cause pollution or result in advefffflpacts'to ffte • sl environment, including but not limited to impacts to marine fauna, the submdl-088Vottom,,wdter quality, mangroves, seagrasses and other marine resources. All activities malt ile condt t ct ' using best management practices to prevent the release of any pollutants'?'debris t8.tee • • environment and to prevent impacts to State or County water quality standard?.Many irniaUs; caused by the construction or operation of the structures/facility, DERM Mali 'require, • t a' • minimum, restoration and mitigation. , . . • 5. Unless specifically listed as "Authorized Emergency Work" or exempt puitsuant.to Sections 403.9321-403.9334 F.S., trimming or alteration of mangroves is prohibited. • • • • • • • • • 6. Representatives of DERM shall be notified immediately in the event of impacts to tidal waters,of any impacts to natural resources, or any spills or water quality standard exceedance. Any adverse impacts determined to have occurred shall be required to be mitigated to DERM's satisfaction. 7. The repair or replacement of legal structures is limited to their original location and dimensions and in accordance with the sketches in Attachment A. 8. The wetface of any new or replacement seawall shall be located a maximum of 1 foot waterward of the location of the wetface of the existing or previously existing seawall prior to the collapse or damage occurring. 9. The contractor and applicant are advised that the reclamation of property lost as a result of seawall failure and the excavation or use of benthic substrate as backfill landward of the seawall is strictly `prohibited unless specifically listed in the "Authorized Emergency Work". Excavation at or landward of the original seawall to accommodate the placement of a new seawall is allowed pursuant to this authorization. Any excavation waterward of a new seawall shall constitute a violation of this authorization. 10. The contractor shall submit receipts or weight tickets for the riprap that is placed on -site. This condition shall be satisfied within 30 days of the completion of the seawall. 11. The installation of fenders, davits, mooring whips, cleats, or any hardware to facilitate the mooring of vessels along the seawall is prohibited unless specified in the "Authorized Emergency Work". Page 2 of 3 (EME AUTH CLI-2017-0518) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK • • • • 12. If the project involves construction, replacement, or repair of a seawall, the new seawall cap shall be a minimum of 6 inches above the final grade of the immediately adjacent uplands. In order to prevent positive drainage of stormwater into the waterway, all uplands immediately adjacent to the seawall cap shall be sloped away from the waterway. 13. This emergency authorization does not eliminate the necessity to obtain any required federal, state, and local authorizations prior to the start of any activity approved by this emergency authorization. In the event that any agency requires removal or relocation of the work authorized herein, a review by PERM is required, and a new authorization and/or permit modification may be required. 14. This emergency authorization does not convey to the applicant or create in the applicant any property right or privilege, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the applicant. In the event that any structure authorized hereunder is determined by a final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, the applicant agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference. 15. Emergency authorizations issued pursuant to Section 24-20(4) are temporary in nature and.yP. be suspended or revoked by the Director or the Director's designee. in • rive event of noncompliance with the conditions, limitations, or restrictions of the emerge .cmrttiorizaloi! or. non-compliance with the provisions of Chapter 24. The issuance of an emergnc authorization the decision of the Director. or the Director's designee to issue an emergency a I�orizatiory •t�i� suspension or revocation .of an emergency authorization, or the decision'oJ•iu Directs& Jr suspend or revoke an emergency authorization, is not subject to review pursymtt�p•Sectiorj 2,4• 11 of the Code of Miami -Dade County, Florida. • • • ..• •• .• • 16. Please be advised that the federal government has designated all or part of tlZe sabjpct prope• rty as critical habitat for one or more endangered species. You are not authorized,to cgrnmencrAfl f • work or activities pursuant to this permit until you obtain any and all apprc 1$ of permit, if. necessary, from the federal government pursuant to the Endangered Species Act and from tl? State of Florida pursuant to Florida law on endangered species. Please be advised that, even after work commences, if Miami -Dade County is advised by the federal government, the State of Florida, or a court that an activity on the subject property is in violation of the Endangered Species Act, in violation of Florida law on endangered species, or in violation of a permit or approval granted by the federal government pursuant to the Endangered Species Act, such violation may' result in an immediate stop work order. You are strongly advised to consult with the United States Fish and Wildlife Service and any other necessary federal or state agencies before conducting any work or activities on the property. The Vero Beach office of the United States Fish and Wildlife Service may be reached at (772) 562-3909. Please be aware that the federal government may require certain actions or protections on the property, and this may result in the need to modify the plans for the property. Therefore, it is recommended that you consult with the United States Fish and Wildlife Service at an early stage in the process. In the event that the United States Fish and Wildlife Service advises that your plans for the subject property may result in a "take" of endangered or threatened species, you are strongly recommended to inform Miami - Dade County in writing at the earliest stage possible. Page 3 of 3 (EME AUTH CLi-2017-0518) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK DOCK NOT& All existing dock pfiee.;...10 remain) remove remains of exiting dock 'and 7pdprfift. COnit1/4 new 1440";occese..romp leacrogsto ' a 8y12'.., Site Plan (aist.og coilig0P9) • •5';cde: RECEiVPITI . „ DEC 0 1 '2017 DERM Coastal ReSOurcosEeaka Natos! Rev:on:et-Regulation Restotion DivIsioct (NRRRD) " • • 47* -cx 01\> 83.52' / / • _ tAttin9- concipte scow�ll to i-ernoin ' 40' Legal Description ' Lot 1S IBloCk 5 RE —PLAT OF TR C MIAMI SHORES BAY PARK ESTS 'Plcrt Book;e4 O'cige, .97 Dade County .Roridcr • • • • • • • • • • • • • .143: • • • • • • • • • • • See attached survey supplied by owner for exact property information. • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • Ak •• • • • • eatcor.' • • • • • • • • • • • • • • • e • • • • • • • • • • • •:Cootrastor Approval • olt,thtanges.Needict 0 Finat'Approva] • • • • Vatted: 4,, • • • • Vat, • • IV • V. • kn. • 1.,:ts • .. .14 '••'• s• Dock Repair' . Kevin °tanner - .1520 NE 103 Street Miami _Shores, Florida 33138 Dynamic Engineering Solutions. lnc ES. /261120. Useroe 1127= 331 S 4pn-s. 140021, Sail. XI ra°451.M fl.ld! "6° • DSH DI* WET ' 0A1t 11..1_2017 240 12.3 14e. 1220 SP. 240 DIRCC7ORY 21.4•1'1 • • • • • • • • ...103.,,..160. !ALL 1ll.rt4WP., 00..41;04.1;*;*0.10 • I••••••• DOCK NOS. AU eAr'sting dock piles Yo retooirt remove remains of ex,st&ng dock and pant `GR Constryct'new. 10:X40 oceess:ramp leoding-to a 8:x12.-platform. 83s2 7 cts tt • Site ,Plan' (maposed Cons) St* 1*.= 20! fxrsGn¢ eerier* 4e9w04., t0:remd o noun Legal Description: Lot 19 Block 5 RE —PLAT OF :Tx C MIAMI SHORES BAY PARK ESTS Plot:>Book: 64 Page -97 Dade County' Florida'. See attached surve r su lied b wzaer for exact.. sro.,;er .'• • • Contre9.41 ApPrgvirIe d Changes Needed. ❑ Flnal. Appro� information. 60. • •.. • . • • • • • .. •.• • • • •• •D • • • • • DE.. _R utaio�b" basl�+r "C"- µayrel PD0Gu< M 9ypaR)`DIFO, • ••• a•. •• • • •• •• .•• • • • • • • •. • • • • • • • ,Dock Repair - Kevin, ()Canner 1520 NE; O3 Street Shores;:h7orida JJ13B Dynan io.Engineering-Solutions ay. Ea.�:.+.. r.�3 15t S hsrplwsRood, Alt. ]GS 774 :Mdd. 33040 000 Ho. !J]0 y ]p ;S. -2 B —2 2zb '1.11tra.':trood decling;with (2) ,#1142=1/2` s.s wood Screws perstiinger- 3x8;stringers O 24'"niax.spocing. 3x12 subshinger with (2). 1 f1 thru bolts ®, ptiles, Hurricane:strop Sanpsol H25A w/ ;(5) 8d: nails each end II` Framing Plan: Scaler 1/4 .:I -0 : • • • . • • •• • •• • • • • • • • • • • • • • • • • • • it •. • • • • • 'I . • •• • • • • • • • • .. .. •• • • • •• • • • • .... • • ••• ••• •• • • • • • • • a ttor .App• Qpl; •� • CCengee Needed: o Flnal Approval: RECEIVED DEG :0`12017 DERM Coasbl Resources Section Natural Rosoumes Regulation & Restoration . , Dbision (NRRRD) 1111'10. ll i . Nr s ;Dock Repair Ket7n O'Canner ;1520 NE,103 Street Miami Shores, Florida 33138 Dynomic•Engjneering; Solutions Inc. `70729.05 • • • • • �SI�,Retill`e• .ut i 4w.llcerue a.,d /sw1 o6033 .. . - bate • • 1Mn K ann.. P.E • • WRT • DATE 11.'1.2017 PLOT ' Dec Na. run oat. .e: DIRECICRY SPA I•bc awl J 2- MHO 1.81'-NGYO 014:Berm ..: To Remain 111 ___________ ___________________ ________________ _______ ______ 1,74 .41 Existing 1270. wood' chick pile to remain III ID10, 'ecton A —A Stole 1/4•= 1._0 Section B—B Scat, 1/4 i _o. Existing • 12:91wood. dock pile to,temoin Dock Section Scale 1/4= 1-:0 RECEWED DEC 0 1; 2017 DMA Coastal Resources Sedan Natural Resources Regulation 6 Resloraeor Division INRRRD); Existing Concrete Seawall wiyl,individual batter pies ono"caps to reman 1. 2x6 Ultro wood decbng writ r; (2)':/10x2-1/2''S. S' Wood Screws per etnnger • S. • I', ` 8 rages ®.1 I A \\\��1\11 ! rrrrr• • • • • i': 3t� 3 r fly. f2) oil. `itru bolts: ®piles '6`� Area '? rrlCsne s1�op Simpson it25q-w/ (Sj 8d nails eac6� , �� A. l. i •�• ••• ••• ••• ••• I1/� i �P w ' �fS':OR '�a� • • • • rrrt.10 • S. • • • • •• • • • • • • • • • • • • •• sue•_.• • • • a • �Contraetor'Ap.ryr • 101 Changes'Needed •❑ Final Approval • • • • • • • • • • :Signature. • • • • Dock Repair Kevin O'Conner 1520 NE 103 Street: Miami Shore's Florida 331J8 Dynamic Erag u solutions, !no. 5-51 f §buy nRO041,:u ay GENERAL WOIESt 1.,Constivction4p:,tekOw-the Florida 8uilding' Code 5th'Edition::(2014) end 'OniendMents.: as opp8cableond all Coact. State derfresteraf Laws. 2. insed ccritisrtopstialt,:verify the existing conditions prior to the commencement 'orthe work, Any eonfgets2ee.*seidire between nising conditions or the various elements of the Workirii drineing.ehall be brought to thrA;gttonfien,;of therAgineer Prior: to the commencement otthe.:- ,work :The Licensed .Contrattor arkfraltsubiontreCtiirs' -rate4espiiiiiiblelor'all lines, elevations and'ineasurernente'n 'connection with their Do not soO/e.,eirtifiiiigifctr' dimensions. 4.Arf.,deviatio*-.,at4/pr.--sobs8tution from the information previdie.'harein theft be .subinittectto the Engineer for approval Oir-•0pohi tnencenieht of w?ric. . 5..,All: unoritiel'paterkoronforeseee demolition and/or new construction conditions which require deviation frcirri the PlOni.anitliaTe:eheceln shalt he to the Engineer prior tocaininerfeeinte of, work, 6. Alfnew work:1nd "ormaterials shall conform, to all requirements of each adminiebitiVe.:bod y..having: jcirtsdi0kon-4::'00#pertainin g circumstance, 7. , All; now materials on://or .patchwork,sholl.bo::prOvidid.tO match exfsting,,moteriols;andtor adjoining Work where j?iiictirs.pkwot gespecifkalli noted herein.' 8.,LicensedCentcocferlo shelf use altxpessible.Ceris.la protect all existing materials, surfaces, :and funiiildfigSffram;I:tfornage*ling at phases of 'conebuctiOn.' 9,J4icenwpd Contractor to ,v.erifj% 1oca00 of olditingutaitAss prior to ciariunencing work 10. 1hg:.'LkeP.Fii:,,,Fon4roetor to install and; remove all sharing-ond bracing as required ior..the: proper 4;4640 of le wait. 40.0O47*tor fp obtain air permit e.asneceeeary from oil Local, State, nd Federal agencies. jk.t'Dkil1tiCt 1. jAk4dykig operations shall be observed by inspector,Tric1049 test 4piles sufficient to dete.nnirie theopprokima_104ggth required ta'sneet.design 'eopricit .2, MPS shag:i1et4eredising;On a8oroVed:cashion.'hlock consisting of material so ;arranged eo, as 'to' provide the tronWillesiOn, or.;.the'hommer-froergy.3. .. Piles shall bedrivenste.:etTrired eqOaci4,. a minimum of:8"' into, berm 4. Piles shall be-drivea:,'wrIb a .dropihOmnie:f:or-g0C41y. hammer provided the hammer Mat! .weight - noless than pounds,- ancl the fall of the hammer shall not exceed Jr. ., 5, :Piss. shot/. 49 irtimr with a variatioo„ of :not more than # inch': per; foot from :the vertical,, or.from the batter fflio.;.ifiegotoct with e maximum variation of the head of the pie frorii..the- position shown on the plans of: 110t.'400f tr-thtl4 'ititoehrOliee „ 6. 1VhW1:0;iPilletrititsfoletfate-strata offering high resistance to driving, the *tidieal engineer of records or •-• 4:100t):fospootor:notrogoirts that piles be set in pre-drilledf or punched holes.. The pies shall reach 4lielignaf'pertelration by driving. 1.- „Weld' piling to be 12"0;,:minimum 2.5 Ib'GCA treated in, eccordance with AWN standard C18 2 Plies to be driven a minimum of 8' into ,berrn with a minimum bearing capacity of 10 tons a Piles to be driven with a drop hammer or gravity hammer. The hammer weight shall not be less, than 3,000 lbs and: the. fall Shell: not exceed 5 feet . 4 . AIT,Deckng,.rnaterfals, to be grade 11. urilesi.otherwiee neted. ki framing material's to bepressure treated, southern pine, grade 2 or -better, miri. 1450 psi 5. AI:hardware to be galvanized or stainless steel unless Otherwise doted Bolts 0 center.._ of pilee—I Pile. Connection Detail 401tligim!tgr J. Stringer: Decking EirU Tf *wringer. 1/2' 13/8" 3/4* 1" fl'Oct 44 2 . 2 1/2" 3 4 L7=-. Edge gist Loaded,. 4D • 2 • J 4- S"; Spaci-4 • .NDSl. Bolt Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , olz:Isaciwr tril • • • • • • Mangey Needeff •oiiaj RECEWEL DEC 0 1 2017 'DERM Ceots Reaherc Sectioi Nabiral Resources Redu1Oog & Rasa Division OIRRRO) Ire F. :44 --ft° — Dock,Repair 'Kevin O'Conner 1520 NE 103Street Wain!' Shores Florida .33138 Dynamic EnoneerInz Solutions. inc. • • • . • • • • • • • • • • • 6$4a 4Z t ei E4.•• 26625ti Ikon./ 773 35, . ... P1.4 Salle SOS _ eol2vol,•_lech. ,Fkvtas WOW • • • • • • • • , : ot .9 54,1— F49 • • • • 6 it G.,,,r.c anti VRT :DA1E It./121)17: one No' WO 1. CCRECTCRY.• a. Docks' Simmet d tion ATTACHMENT B REQUIRED ITEMS FOR EMERGENCY AUTHORIZATION AND CLASS I PERMIT APPLICATION NO. CL1-2017-0518 APPLICANT NAME: PROJECT ADDRESS: DATE: PROJECT MANAGER: Kevin O'Connor 1520 Northeast 103rd Street, Miami Shores December 1, 2017 Tammy Burton • • • THE —FOLLOWING SHALL BE SUBMITTED WITHIN 6 MONTHS OF COMMEINTOEMI'NT Ob•TKS AUTHORIZED EMERGENCY WORK: • As -built plans that accurately represent the completed work, signed and sated by a Voricia• Professional Engineer and with structural and zoning approvals from the local bt6AaifIg and zoning authority. • • Permit fee in the amount of $570.00. • • • • • • • Evidence of ownership of submerged lands and authorization for the use of thr§bbMerged land§ for the emergency work.• Miami -Dade County surcharge fee in an amount to be determined • S • • • • • •• • • • ••. • • • •- • • • • I • • •• • • • Ii bing maps 1520 NE 103rd St, Miami Shores, FL 33138 ' t 1I1--. - r—i,, ...7-.,t ...IL. /''' --4 = sur ry w M eI _ .y r '_� }�_ ^_;1 — ; , NE.71Gth Terrxe' , ,/ O`. NE"1ttlth St .^` 0„....' ''^" --."'� -.---.. S T 'n .,. n , i;. if r'--- m,,,NE109thSt. I a }t 52 • ,+ �_ � � �g4'S�t �7+-{�A1�DI�. J ��dyy,, NE.QuaytiAe7enace_•y _ ? +TIj'�P d� �"'t fit. 1�._. za r X `- t- ` .4„__y_ �.r+ a. - 5th St—y f it ram. - -,S t —A�j� �� '� �- _ f 't 4.1 _ - 'y L `- 1520,NE1103rdSt, - -7 raa r NE,107stst ..-Miami Shares, Fi°33138 .." _ - J .,dc4+enti Shdrel • j " ...,_ Ji ~ ror.ryr" z ..NE 99th St.70_- 1r J z „:NE98th_St r t - +r'N£98thSty r. L, s a FNE97thSt `,, '1 aq:.- r.� • \JD-- 1 — z-NE ;96th:.St- 4 t,�ca '�.95th S4r Gi 4 C ct m' z1�r- -{ NE94thSt- `0 Z v�, „ :f 4 N_m �)"NE93rdSt:� 1 �t a } . r...�Y----'r'�-NE.92nd St r b Bing'- —'4e,. !E9ist;Tr_T2 ! _i., n LLC = = 46. • • • •• • •.•. • • • • • • •• -- • •• • • • • • •• • •••••• • • • • • ••••_ ••••- ••••••-� •'i•• • • • • • •_• • T• '•-.� • • ,�• •_�• • • • • •• • • • • =�••••• • • • • • • • • • . ••• • .• • • • FAX: (305) 441 - 6494 THOMAS J. KELLY, INC. LAND SURVEYOR ' 19 MIAMI SHORES BAY PARK ESTATES • 'AE 3 1.3 Palermo Avenue. e101RAL GABLES, FLA. 33134 DA 1E: (305)444-7692 BR ,D: (305) 779- 3266 SURVEY OF LOT TDIVISION CORDING TO THE PLAT THEREOF 4ORDED IN PLAT BOOK . AT PAGE No. PUBLIC RECORDS OF 13� No. -----��-' COUNTY, ---��- FLORIDA. DATE: 3/27/95 FOR KEVTN P_ .& TNFS.0'rnuNag SURVEY NO9S_ fl69 L. SHEET 1 OF__2_ BLOCK 5 LOCATION SKETCH SCALE: I": Q.1 S QZ De load s-f •, /22.So' 03 / c etre, 1520 NE 103 Street Miami, Fl. 33138 S. • • .. • • • • •• • •• • • • • • • • . • • • •••• • • • • • •••• • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • • • • - • • •• . o e / G./4l ..O,c. 8. ,t/. . 1v 01I 47- PRoJ cp o Ave s7 F2 ,y &VA )4ley 0 L.OT /I @ ¢ a,� TINS P!47) ,E[ %/a(hy' 454 FT • • • • • •M • • • • • M • • • • • S`04,'FLOOD'iti,ZAR►^. ZONE IC NOT A FLOOD HAZ"RD ZONE No` •120635 Z •� 93 SUFFIX; J DATE OF FIRM' 1/7/9�._,_ • • 9 . 0()' LOWEST FLOOR ELEV.: 8, 97' / .. •:,.xE�::.�., HIGHEST ADJ. GRA aE ' S. �o J NQTE; i9 1)E ND;EtICRIPACHMENTS IF ANY, NOT LOCATED. ENCROACHMENTS NOTED: / jjlbsi!`iyl ii.1 Rof'ftiis:ske�ch..of survey of the abve described property is true and correct to the best of my knowledge and balf:!'as'survj'ed and; psattecxunder'm direction..I further certifythat•this surveymeet the minim m r y y quiFA. cos adopted by the �'.•n • " .: - • o siondl: ass Surveyors and f ha Florida Land Title Association and alsoCli-EilG1� A. code. There %ore� ,ar► ch ��: Qfil^ fzeep{ s hovfn tr- •. :�,i •- 7—�S, Notes: I. If shown,bearinga ore to an assumed meridian (by plot) �S • A. PE EA #+°��:'( Date of Field Work) 2. If shown, elevations ore referred N.G.V. Datum 1929 rofi siionaI ( Lark( :,5urveyor• # 4858• 3. This is a land survey. State of Flori'da`' ` „ a: Closure oboes I . T500 (Not Valid Unless Imprinted With An Embossed Surveyors Seol) SCALE I11s I(/%%.S• • CORAL GABLES, Palermo , THOMAS J. KELLY, INC. BRWD (305)779-32$ LAND SURVEYOR lJgM1D: (305) 7T9- 32le F X : (306) 441-6494 .10 SURVEY NO95-0690 SHEET 2 OF 2 SKETCH OF SURVEY SCALE: I": W' :Z'Gon. • ►Wall -7 o171.G Z/ •_ • • • JU,• • • • •• • •• • • • • • • • • • • •• • • • • • • • • • • • • • •• •••• • • • • • • • • • • • • •• •• • • • • • • • • • • • • • it. • •• • • • • • y Lo0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • DOCK NOTE: All existing dock piles to remain, remove remains of existing dock and boat lift. Construct new 10'x40' access ramp leading to a 8'x12' platform. Site Plan (Existing Conditions) Scale: 1 = 20' Existing- concrete seawall to remain Legal Description Lot 19 Block 5 RE —PLAT OF TR C MIAMI SHORES BAY PARK ESTS Plat Book 64 Page 97 Dade County Florida See attached survey supplied by owner for exact property information. Contractor Approval 0 Changes Needed ❑ Final Approval Signature PEF f;IT #: ZONING DEPT BLDG DEPT Sl(3JEC Dock Repair Kevin O'Conner 1520 NE 103 Street Miami Shores, Florida 33138 Dynamic Engineering Solutions, Inc. E.B. 126829, License /52733 351 S. Cypress Rood, Suite 303 Pompano Beach, Florida 33060 (954) 545=1740 John H. Omsloer, P.E 11.11.2017 PLOT 240 DWG No. 1520 SP 240 DIRECTORY SEM\Docks DOCK NOTE: All existing dock piles to remain, remove remains of existing dock and boat lift. Construct new 10'x40' access romp leading to a 8'x12' platform. Site Plan (Proposed Conditions) Scale: 1 " = 20' / / / / Existing- concrete seawall to remain ,8' 22' 20' i Legal Description 12' 40' krZ R\2 Lo.t 19 Block 5 RE —PLAT OF TR C MIAMI SHORES BAY PARK ESTS Plat Book 64 Page 97 Dade County Florida c:=00 4./x9 -40(c 0k See attached survey supplied by owner for exact property information. • . . • . . • .. • • . . • .. • . • .... .... • .... .... . ... . • . .• ..• .... . . • . . • . . • . • . . .. • ... . .. .. Contractor Approval ❑ Changes Needed 0 Final Approval Signature Dock Repair Kevin O'Conner 1520 NE 103 Street Miami Shores, Florida 33138 Dynamic Engineering Solutions, Inc. E.B. 126829, License /52733 351 S. Cypress Rood, Suite 303 Pompano Beach, Florida 33060 (954) 545--1740 DSN WRT OWN DATE 11.11.2017 PLOT 240 DWG No. 1520 SP 240 DIRECTORY SEM\Docks Date John H. Omsloer, P.E Sheet 2 6"J 2 B c) 8' 11 -3 2 1. 2x6 "Ultra" wood decking with (2) #10x2-1/2" S.S. Wood Screws per stringer 2. 3x8 stringers CO 24" max spacing 3. 3x12 substringer with (2) 1 "0 thru bolts ® piles 4. Hurricane strap Simpson H2.5A w/ (5) 8d nails each end C 3 3 2 10' (max) A.] 40' rO 3 Framing Plan Scale 1/4"= 1'-0" • • • • .. . .. • • • .. . .... .... • • .... .... . . • .. . • . • • ...... . . • .. • . . . . • . ... ... . Contractor Approval ❑ Changes Needed D Final Approval Signature Dock Repair Kevin O'Conner 1520 NE 103 Street Miami Shores, Florida 33138 Dynamic Engineering Solutions, Inc. E.B. /26829, License 152733 351 S. Cypress Road, Suite 303 Pompano Beach, Florida 33060 (954) 545-1740 DSN WRT DWN DATE 11.11.2017 PLOT 48 DWG No. 1520 Details 48 DIRECTORY SEM\Docks Date John H. Omsloer, P.E. Sheet 3 MHW 1.81' NGVD MLW —0.29' NGVD Existing Berm To Remain 40' --7t41— Existing 12"0 wood dock pile to remain Existing 12 "0 wood dock pile to remain : D b b b Jrr 0 0 Section A -A Scale 1/4 "= 1 '—O" 10' (max) Existing 12"0 wood dock pile to remain Existing 12"0 wood dock pile to remain Dock Section Scale 1/4 "= 1 '—O" 0 2 y s : 1 0 4 3 Section B-B Scale 1/4"= 1. 2. 3. 4. • • • • • •• • • ••11 Existing Concrete Seanl• • • • with individual batter piles• • • and caps to remain • 2x6 "Ultra" wood decking with (2) #10x2-1/2" S.S. Wood Screws per stringer 3x8 stringers 60 24" max spacing 3x12 substringer with (2) 1 "0 thru bolts ® piles Hurricane strap Simpson H2.5A w/ (5) 8d nails Contractor Approval El Changes Needed 0 Final Approval Signature ftlf *la each • • •• •, • r " ` vo.t' bock Repair Kevin O'Conner 1520 NE 103 Street Miami Shores, Florida 33138 Dynamic Engineering Solutions, Inc. E.B. 126829, License 152733 351 S. Cypress Road, Suite 303 Pompano Beach, Florida 33060 (954) 545-1740 DSN WRT • •• • • • •• • • • • • • • •• •• • • • • • • DWN DATE 11.11.2017 PLOT 48 DWG No. 1520 Details 48 DIRECTORY SEM\Docks Date John H. Omslaer, P.E Sheet 4 GENERAL NOTES: 1. Construction to follow the Florida Building Code 5th Edition (2014) 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. 11. Licensed Contractor to obtain all permits asnecessaryfrom all Local, State, and Federal agencies. 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. Dock . Notes: 1. Wood piling to be 12"0 minimum 2.5 lb CCA treated in accordance with AWPA standard C18 2. Piles to be driven a minimum of 8' into berm with a minimum bearing capacity of 10 tons 3. Piles to be driven with a drop hammer or gravity hammer. The hammer weight shall not be less than 3,000 lbs and the fall shall not exceed 6 feet 4. All Decking materials to be grade #1 unless otherwise noted. All framing materials to be pressure treated, southern pine, grade 2 or better, min. Fb = 1450 psi 5. All hardware to be galvanized or stainless steel unless otherwise noted Stringer Decking rL U Substringer Bolts CD center I of piles Pile Connection Detail Bolt Diameter 1/2" 5/8" 3/4" 1" E = End Dist = 4D 2 2 1/2" 3 4 L =-Edge Dist, Loaded = 4D 2 2 1/2" 3 4 S = Spacing = 4D 2 2 1/2" 3 4 U = End Dist, Unloaded = 1.5D 3/4 15/16 1 1/8 1 1/2 NDS Bolt Spacing Requirements • ▪ • • ..• • .... • • .... • • .. .. . Noo Contractor Approval ❑ Changes Needed O Final Approval Signature Date '►ock Repair Kevin O'Conner 1520 NE 103 Street Miami Shores, Florida 33138 Dynamic Engineering Solutions, Inc. E.B. /26829, License #52733 351 S. Cypress Road, Suite 303 Pompano Beach, Florida 33060 (954) 545-1740 . .. • •. . • .. . .... . • .... .... • . . .. . . . ... . .. .. DSN I DWN WRT DATE 11.11.2017 PLOT 48 DWG No. 1520 Details 48 DIRECTORY SEM\Docks t • • . . e.... . . . • • • . S . John H. Omslaer, P.E. Sheet 5