Loading...
DOCK-17-2300 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1301 NE 100 Street Miami Shores, FL 33138- Owner Information NANCY CIGNO Address it Permit NO. DOCK=9-17-2300 Permit Type: Dock Work Classification: Repair Permit Status: APPROVED Issue Date: 9/27/2017 Expiration: 03/26/2018 Parcel Number 1132050140020 Block: Lot: P.O. BOX 530188 MIAMI FL 33153- Phone Contractor(s) MIAMI BEACH SEAWALL INC Phone Cell Phone (954)822-7219 (954)771-1731 Applicant NANCY CIGNO Cell Valuation: Total Sq Feet: $ 7,500.00 385 Type of Dock: REPAIR/REPLACE DOCK FRAMING AND DEC Additional Info: REPAIR/REPLACE DOCK FRAMING AND DEC Bond Return : Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $3.38 $3.38 $1.60 $225.00 $9.00 $6.40 $253.56 Pay Date Pay Type Amt Paid Amt Due Invoice # DOCK-9-17-65152 09/27/2017 Credit Card $ 203.56 $ 50.00 09/26/2017 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building 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. OWNS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe 'on and zoning Futhermore, I authorize the above -named contractor to do the work stated. i Auh iorizerStgnatu : Owner / Applicant / Contractor / Agent Building 6epartment Copy September 27, 2017 Date September 27, 2017 1 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 S� FBC 201y BUILDING Master Permit No. �/--) ��� °© PERMIT APPLICATION Sub Permit No. tt tVEt EP262017 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: O City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I 1 J 27 SDI "I 002_ 0 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0.A.A Address: , (V3<) � L ( s City: `-U State: Tenant/Lessee Name: Phone#: Email: 'N)...v\- C ' [fir-(DC}.u\•. CONTRACTOR: Company /Name: / CbYK ' /361,9 ° / `� �& %JGe S j 7// L Phone#: / - I/ (7 Address: //ff76�1 ) li��� ✓ J)<i� S��/27j///i)/-A .y�-/JG��/'L �i3J6 (',: c\1 Phone#: 3 vD o L City: ''�� Qualifier Name: ►3 %/Cv)1 , 9()/?e /9/ State Certification or Registration #: Certificate of Competency #: State: Phone#: Zip: 33 \3 sS Zip: DESIGNER: Archiitec(t//Engineer: J'DA V) /3W Sd Phone#: 'c%S 3 „),/ S Address: L/r07 (4) )3 City: %l/( State: 92 Zip: �/7T Value of Work for this Permit: $ % ,V 0 0 • aD Square/Linearr-F-ootaagge of Work: 3 8,s" f=,/• Type of Work: ❑ Addition ❑ Alteration ❑ New I�-I-Rep,Aair/,R,e/place y ❑ Demolition Description of Worts: a �/ •_e 1� / 4 C �2 " 6 LK F r a� m r ✓� dv't- u� (eki n� Specify color of color thru tile: Submittal Fee $ Permit Fee $�� r CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ d 03 • i9JQ (Revised02/24/2014) Sig Print: - )gN►14c) ✓. 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 absen e •f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this / f day of ` � %� � , 20 NANti Cv„j me or who has produced identification and who did take an oath. 17 by , who is personally known to NOTARY PUBLIC: +e�"''w4 PAMELA S DARIANO MEY�CpO MMISSION # GG056077 •`:�/�rESFebruary 20,2021 as Seal: -a6�! 6vj;D CONTRACTOR The foregoing instrument was acknowledged before me this day of S-j , 20 17 , by r, cvvi rn or a--1J / , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ;;;yrl1*;..= PAMELA S DARIANO Y C ' MMISSION # GG056077 Sign: /j F:. ark 20, 2021 Print: 1944-1 L L 4 S' b Seal: ************************** *****s M*******s***************r**s****r*****s*****************s********** APPROVED BY 1 / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) z Miami bcacbSPc'�Wo S 17027 W.Dixie Highway, Suite 127 North Miami Beach, Florida 33160 305-945-2114, fax 305-945-2329 seawallc(u,bellsouth.net CONTRACT Nancy Cigno Margolis 1301 NE 100 Street Miami Shores, FL 33138 nancycigno(a,aol.com 305-807-0606 September 21, 2017 Page 1 of 2 MIAMI BEACH SEAWALLS, INC. (hereinafter called the Contractor) NANCY CIGNO MARGOLIS (hereinafter called the Customer), hereby affirm and agree upon the terms and conditions hereinafter set forth and continued in this contract. WORK TO BE PERFORMED: I. Replace Framing and I.P.E. Decking (387.5 square feet). Total Construction cost $7,500.00 Any Permitting Extra • NOTES: - Owner must provide updated survey preformed in the last 6 months with elevation at seawall cap. - Price Includes: all labor, machinery, and materials. - Price Does Not Include: Survey fees, bonds, asphalt, mitigation fees (if required), electrical, plumbing, landscaping (sod, sprinkles, trees, etc.) fence repairs or replacement, Tile, etc. Permit Fees. -Contract is limited to the current owner of the property and shall immediately become null and void if above stated property is sold to new owners during the course of the permitting process and/or actual work. Permitting fees are non -transferable and non-refundable. -If the applicable Building Department requires additional work other than described, those costs are not included. - It is the owner's responsibility to supply contractor with an updated signed and sealed Property Site Survey and Elevation Certificate (NGVD /NAVD) no more than (6) months old which clearly indicate the boundaries of the property. The survey must properly identify the construction area. - If the applicable Building Department requires additional work other than described. Those costs are not included. - Due to current market changes in construction materials this contract / proposal is valid for 120 days from the date above. 4 Page 2 of 2 - Legal dispute: In the event of legal dispute, prevailing party gets disputed monies plus court costs and legal expense s paid by losing party. - Contract is limited to the current owner of the property and shall immediately become null and void if above stated property is sold to new owners during the course of the permitting process and /or actual work. Permitting fees are non -transferable and nonrefundable - Impact on the Contract/Proposal of the Project shall be presented to the current owner /client as a "Contract Change Order" to comply with Mandatory Building Code or Ordinance Change. - Contract is limited only to the work stated herein. Any changes and /or additions added on by owner. During the performance of work shall be additional costs and at the owner's expense. Any and all new changes shall be presented to the current owner in the form of a `CONTRACT CHANGE ORDER" and must carry the owner's approving signature before changes and/or additions will be performed. - Miami Beach seawall will not be held responsible for any injuries incurred to any and all non - employees, including but not limited to, owner's family members and guests during the duration of this project due to unauthorized persons trespassing onto or around the project area. -Any mandatory Florida Building Code or Local Municipality Code or Ordinance Changes which become effective subsequent to date of contract and have any additional cost would be client's responsibility. -Unexpected, not visible repairs, will be extra, a change order requirement. - Latent Defects not discernable by visual observation in existing construction that impact contract price shall be caused to submit a "contract change order". - Contracts are subject to Permitting Agency(s) Approval. - Permit Delays not being the responsibility of Miami Beach Seawalls. Agencies comprise of: Local, County, State, DERM, FDEP, Army Corp of Engineers. Contractor and Customer herein signify their acceptance and approval of this contract by their sigatares shown below, and agree to be bound by the conditions stated here. Brian J. Moretti / President Nancy Cigno Margolis/ Property Owner IV5t'1'tb 0 r ;" z.ri_,1 .L.. - G NEW SEAWALL CAP, NEW PILES AND DOCK REPAIR CIGNOMASGOL13 I 30 I NE I 0OTh STREET MIAMI Sh0K3, FL 33138 LOCATION PLAN N.T.S. LEGAL DESCRIPTION: G lC t C TRACT B, OF CORDON TRACT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PB 55, PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO # I I -3205-014-0020 E5IDENIC n = E• ' Azs 3oO/ r�d §2m Q�-+�y�ZpWN� p 42o._zdb D)'EP,hi Coastal Resources Seca ral Resources Regulation & Reaoration Dvision (NRRRD) MAY 0 5 2016 GENERAL NOTES CONCRETE AND REINFORCING STEEL I . ALL CONCRETE (EXCEPT PRECAST PILES) SHALT. HAVE MAX W/C = 0.40 AND ATTAIN A MIN COMPRESSIVE STRENGTH OF 5000 P.5.1. AT THE END OF 28 DAYS. FOUR (4) CONCRETE CYLINDERS SHALL. BE TAKEN FOR EACH 5 CUBIC YARDS OF FACTION THEREOF SHALL BE TESTED AT 3, 7 ♦ 28 DAYS, SLUMP SHAD. NOT EXCEED 5' (# I ") 2. ALL REINFORCEMENT SHALL BE G0000 PSI MINIMUM'IIEIA NEW BILLET STEEL. IN ACCORDANCE WITH ASTM A6 15 GRADE GO. ALL BAR. LAPS SHALL BE A MINIMUM OF 3G BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI CODE AND MANUEL OF MANUEL STANDARD PRACTICE, 3. ALL CONCRETE SHALL BE PLACED W.THIN 90 MINUTES FROM BATCH TIME, AND VIBRATED AS REQUIRED BY THE ACI MANUEL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT THE TIME OF PLACEMENT SHALL BE BETWEEN 75' AND 100° F. 4. ALL CONCRETE DECK SURFACES SHALL HAVE A LIGHT BROOM FINSH. PRECAST CONCRETE %'RECAST CONCRETE PILES SHALL BE 12" BY 12" PILES WI 5000 P51 MIN CONCRETE AND 4-1/2" DIA, 270 KSI ASTM A4 1 G LOW -MAX STRANDS WI 2X" MIN. CONCRETE COVER. TO TIES. DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WSH 12' MIN. PENETRATION INTO FIRM MATERIAL BELOW SILT LAYER. BATTER PILES ON 2:12 SLOPE WHERE SHOWN ON PLANS. 2. PILES SHALL BE CUT OFF AT ELEVATIONS WHERE SHOWN ON THE PLANS S SECTIONS STEEL I . ALL MISC. STEEL COMPONENTS, BOLTS AND HARDWARE TO BE TYPE 3 1 G STAINLESS STEEL AS AN ALTERNATE, HOT DIPPED 'ZINC GALVANIZED A36 OR A307 STEEL MAY BE USED. WOOD PIUNG . WOOD PILES SHALL BE i 2' DIAMETER WOOD CCA PILES AS SHOWN ON THE PLANS. • • • • •• • • • • • • • • • • • • • •• •• • • • • • 2. EXISTING 12" BUTT CCA WOOD PILES IN GOOD CONDITION. DOCK STRUCTURE SHOWS NO • • • • • EVIDENCE OF SETTLEMENT OR OTHER DISTRESS. DRIVE RELOCATED MOORING PILES TO 12" • • • MIN EMBEDMENT FOR i 5 TON MIN BEARING CAF'ACI rY. 3. PILES SHA'_L BE CUf OFF AT ELEVATIONS SHOWN ON THE PLANS J SECTIONS. WOOD FRAMING 3' X 6" PT S. PINE #2 DENSE FB = 1050 P51 3'X8' PT5.PINE #2DENSE F15=475 P.51 3' X 10" PT S. PINE #2 DENSE FB = 950 PSI 3"X 12" Pr5. PINE #2 DENSE FB = 1050 "51 4" X 12" PT 5. PINE # I PB = 1000 P51 2. DECKING SHALL BE 2 X G # I DENSE PT SOUTHERN PINE OR BETTER. ALUMINUM . ALL ALUMINUM COMPONENTS SHALL BE COG I -TG ALLOY MISCELLANEOUS =ASTF.NERS EMBEDDED INTO CONCRETE STRUCTURE SHALL BE ANCHORED WITH rW0 PART EPDXY ADHESIVE ("HILT!' HIT ITY-100 CARTRIDGE SYSTEM OR EQUAL). ANCHOR HOLES SHALL BE DRILLED TO Ye' GREATER THAN THE SPECIFIED FASTENER. HOLES SHALL BE DRILLED 1-0 MINIMUM DEPTH SHOWN ON THE PLANS, AND SHALL BE THOROUGHLY CLEANED our AND DRY PRIOR TO INJECTION OF EPDXY. GENERAL I . ELEVATION SHOWN REPERTO NGVD 1925 2. ALL DIMENSION ON PLANS ARE SUBJECT 70 VERIFICATION IN THE FIELD. 3. IT 15 THE INTENT OF THESE PLANS TO BE W ACCORDANCE Wi fH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIE°., BETWEEN THESE PLANL AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT ro THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 4. IT IS THE INTENT Of THESE P1.ANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH I.00AL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS SSUED FOR. THIS PROJECT, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISION OF THESE PERMITS. 5. APPLICABLE BUILDING CODE. FLORIDA BUILDING CODE 2014 5 rH EDITION DESIGN LOADS I . WOOD DOCK DESIGN LOAD = 50 PSF 1 LLLLLLLLLLLLLL LLLLLLL L L W LLLLLLLL L L p,+ LLL �' L • N n in � L - O Cd O ° L ,-C n2 h OI - U c� > �_( L L L J J �tJ..LALo L �q 'o L ± v i J) Li o L L C L * ' rD L v5W• LL•.- L U •••• LLLI LL L • L� I.LLL L • t� 1tLLLLLL • v • L2. • O • -I••� LU••M Mf 111 "mow 4 g C! ZZ, kb n • 2 • Q • • • • • • • • • • • ••• • •• • • • • •r date OG- I i - i 5 issued 01-05- i G drawn JHB. CT checked JHB project no. revisions: A 05-03- 1 6 sreet no. CIF 5 • • • • • • • • • • • .01 D-5 UNE EXISTING CLEAT ON CONCRETE SEAWALL CAP TO REM O +lE 913 EXISTING CONCRETE I'-G" WIDE SEAWALL CAP TO REMOVE -eZI EXISTING WOOD DECK TO BE REBUILT 10'-0" I•'d'' \ 14'-0" EXISTING ATF BOATLIFT—/ 0 BE REMOVE (Si) ISTING I2"_j?Jl1..--- PILES TO REMAIN. EXISTING ATF WOOD DECK AND FRAMING - TO BEMOve —� O EXISTING CONCRETE I'-G" WIDE SEAWALL BULKHEAD PANNEL TO REMAIN RECEIVED MAY 0 5 2016 DERM Coastal Resources Section %jah:ral Resources Regulation & Restoration Division (NRRRD 4'-G" SETBACK 1- N N N N — o) \ O \ S<2 '� EXISTING PLAN SCALE:3/32" = I'-0" EXISTING CONDITION G'-0" G 5'-3" EXISTING DAVIT PAD TO BE REMOVED RER • NATU}a. REOUPCES Doi da PRE%; t ' APP .. NAME DATE .1 1 a.._... • • ..•• • • • • • • . •, •. •• • . • • • • • • . • •. . W • '- • • •,••. •• , Z •• UJ• •1-4 • r•.• • ',IA •.►..• W••4.1 . .g cc .,( jr.... aiqd LJ •• z U ^�S + W U . 14 el M H N ix 6e %).4* it ZC date 0G-I i - i 5 issued 01-05- i G drawn JNB. C checked Jt113 roject no revisions: A 05-03-i6 t. sncec no. 2 OF 5 o-5 '„NE WEw KiW,� ANC) eATTErt pi }I ►' /arE'TO f3 „i ETwE NEW 3"X 12" PT WOOD — HEADER THRU BOLTED TO EXISTING PILES (TYP.) ALUMINUM SEAT ANGLE PER DETAIL WHERE SHOWN (6 LOCATIONS) 7'-O EW "lam; ELEVATOR60 \� 813 LIFT. (9) 1 2" DIAM CCA WOOD PILES TO REMAIN 3 X 8 PT WOOD STRINGERS @ 24 O/C MAX. 4' ADD NEW 12" DIAtte▪ 4cE, 1 C WOOD PILE MAY 0 5 2016 PROPOSED 3X8 PT WO9D STRINGERS-•A���' ' r r esources Section RYP.) a -ur�1 Resou-ces Regulation & Restoration Division (NRRRD) EYV t'1`it�5 KING P E P E NEW 3' WIDE X 20" DEEP • E �4" FOOT LONG I t ) • SEAWALL CAP o . _ • 'oar '.•R7'.�I�:V'`I +�i..1n' bNia1•[!!a9•F• ggii w: 1 . ':�1 Yc 1,��}1 1l7Loarf irsm, 3/"wnewir 7flTlT4S✓]11f:71mincra.'iL ommar o•'Y.. orinIL wirr mhrfl.lm••w1 �i%441% ' BATT PILE BAT PILE 25'-0" TRANSITION BETWEEN SEAtiALLS PROPOSED PLAN SCALE:3/32" = I'-0" PROPOSED CONDITION 3'-0" CAP WIDTH L 1Z''� (') N'a/V KING PILES (KP)' ('X); W TATTER PILES (BP) SPACED ALONG ii3i- "OF NEW SEAWALL CAP (TYP.) 91)) RER M:;TURA S i't IO PREs..U��'�' iNART; APPROVAL NAME v 1 O NE" eiC • ,.4, 1 PI 61 : 2 : • • • • • • • • LLL • •••,•••, - uj ••••I • } 14'-6" SETBACK NEW 3 X WOOD H 12PT :ADER 2: • • •••• •••• ' LU•• • • • NEW 3X 12PT • • •. • •` LI•:• • •.. WOOD LEADERS• _` ta• j . •. . r. N •n 1-1. •••••• aC tier ) • ,•••• NEW 3 X 6 PT N �'� `�• • WOOD LEDGER •• nr Z • 1 • • • • If FACE OF • ••• � �v EXISTING lit SEAWALL ? W N 103 tboa In V rl V ILI Z S C • • '••••. date O6-i1-15 issued 0-24- 15 drawn Jris checked project no reosions: A 0-o3-ie sreet no, S-3 3 OF 5 • • • • • • NEW 3'-0" WIDE x I'-8" x1I3-loCONC. SEAWALL PILE CAP w/ 4 #D T+ B PLUS 2 #5 INT. (3 #5 BARS EACH FACE) #3 TIES @ 12"o.c., PLUS 2#3 TIES EA. SIDE OF EA. PILE. 3/4" ChA (TYP.) TOP OF CAP ELEV = 5.7 I ' (NGVD) 1 '-G" WATERWARD OF SEAWALL MHW +2.5' (NGVD) MLW -0.25' (NGVD) BERM ELEV. -2.25' (NGVD) 1\ W 1 2"x 1 2" P/C C.NCRETE KIN LE AS PLAN, EXTEND STRANDS 1 2" MIN. INTO CAP. PILE TO HAVE 12'-0" MIN. PILE EMBED. INTO BERM 2/5T CAPACITY 12 4 SECTION A —54 SCALE :3/8" = I '—O" P.T. STRINGERS AS PLAN N OCA RCM PRE AS (2) WV THRU B. • V .T. DECKING AS PLAN eA S.S. M A.T.P WOE A�ATANGLE LIMG SECTION B-S4 3/8• - 1%-O" TYPICAL DETAIL O CONNECTION TO MIDDLE PILE AT EACH NEW KING PILE PROVIDE I # G HOOK DEWEL DOWEL 4 EPDXY 10" MIN INTO PILE 3'-O" GRADE 5.21' NGVD)at laic Fail le '�rr�'r+r �r�ry� D EXISTING VERTICAL PANEL REINF. #5 AT 1 2" O/CG" MIN. INTO NEW CAP #G @ EA. EXIST. T-PILE, DRILL 4 EPDXY GROUT I 0" INTO EXIST. KING FILE IVEXISTING BULKHEAD PANEL (EW 1 2"x 1 2" L.L /CCONCRETE BATTER PILE AS PLAN, EXTEND STRANDS 1 2" MIN. INTO CAP. PILE TO HAVE 12'-0" MIN. PILE EMBED. INTO BERM 25 TON CAPACITY SECTION CI-S4 3/lor - t BOATLIPT MOUNTING BRACKET ATTACHED TO EXISTING PILE THRU BOLTED W/ (2) 3/4" DIA ANCHORS /1\ %to 9%,_5-2-1-16 NEW rtKI(ZOLB CAPACITY ELEVATOR BOATLIFT II MhW +2.5' (NGVD) MLW -0.25' (NGVD) BUNKS AT LOW WATER 3"X3"X8"XO'-6"LONG SEAT ANGLE DETAIL P.T. STRINGERS AS PLAN WOOD P • A trig AS PLAN WOOD HEACER DECKING AS PLAN $61,3 4'0 S.S. OR GAL THRUTS % y -BOL1H NUT AND WASHERS (2) WO THRU BOLTS � GLEE A� SECTION D-S4- 3/e- - 1•-D" TYPICAL DETAIL 0 CONNECTION TO END PILE • • • • • •• • • •••• • ..• ••••; • , • •• ••. • • • • • • • • • • 1 P.T. SWINGERS AS PLAN �E� 14'-0" 7'-0" BOATLIFT MOUNTING BRACKET ATTACHED TO EXISTING PILE W/ (2) 3/4" DIAM. THRU-BOLTS ry F 7"ml '� E D MAY 0 5 2016 7''Rh1 Ccasfal Re Natural Rescu tes Reg Divi ,lcn (h ources Section ration & Restorat RE RD) • REBUILT WOOD DECK WALKWAY ELEV.=5.71' NGVD AND 1 i • • PROPOSED NEW 3X8 'T 0/0 STRINGERS AT 24" 0/C (TYP.) NEW 3"X 1 2" PT WOOD HE? DERS / BOLTED TO EXISTING PILES (TYP) EXISTING 1 2" DIAMETE R CCA WOOD PILES TO REMAIN N NEW 1 2" DIAMETER CCA WOOD PILE AS NOTED ON PLAN/N —i" -& SECTION B—S4 =;SCALE: 1 /4" = I'-0" `ROPOSED CONDITION RER a NATURAL RE k1 .: CIVISIO Pr' .FLINT g ; ` Ai: PROVAL NAME DATE .,....3 5- DECKING AS PLAN Z 3 4'0 S.S. OR THRUBOLTS WM - NUT AND WASHERS 1t AS PLAN! HEADER SECTION E-S4 3/11. - 1'-O' TYPICAL DETAIL 0 CONNECTION TO END PILE CCA WOOD PILE AS PLAN T. WOOD HEADER AS PLAN 3/col THREADEDROD NUT ANDSS DRILL AND 0 MIN. INTO 120 AMPLE RAML HD -FAST CHE.T. WOOD HEADER AS PLAN SECTION E1-S4 3/er - . • w'• L1• W• • 1•••• 0• • ••• U) Ott' Vi iHO IL gx 411 Z m H 1ta date issued drawn checked p^ooect no revisions: 05-03- 16 o6-i 1-15 0I-05-i6 .1tie. CT J t18 sleet no. S-4 4 OF 5 • • • •• • • PROVIDE REFLECTORS FACING WATERWARD AT EACH OUTBOARD PILE 1 2'-4" 12'-4" 2xG PT WOOD DECKING ON 3'X'8' PT STRINGERS AT 24" 0/C FASTEN EA. DECK BOARD TO EACH STRINGER WITH (2) - 16D HD GALV NAILS PT 3X 8 STRINGERS AS PLAN PT WOOD HEADERS AS PLAN DIAM. CCA OCK PILES AS PLAN (IYP. EXCEPT A5 NOTED) 48'-3" SECTION A-55 SCALE: I /4" = 1 '-0" PROPOSED CONDITION Natir 1 2'-4" "SIMPSON" MSTA 12 GALV. STRAP WITH (3)- I OD GALV. NAILS EACH END EACH STRINGER TO EACH HEADER (PYP) PRODUCT APP. FL 10852/ESR-2 105 ATE R CtiVED MAY 0 5 2016 DERM Coastal Resources Section Natural Resou -I gulation 8 Restoration NiEwskioCARRRDI 1 1 '-3" 3X6 PT WOOD LEDGER WITH "SIMPSON" " DIAM. 'TITEN" CONCRETE SCREWS AT 1 2" O/C AND WITH 4" MIN. EMBEDMENT INTO CONCRETE. BE RM !LEV. -4.50' TOP OF CAP AND DECK ELEV. +5.71' (NGVD) MHW +2.5' (NGVD) MLW -0.25' (NGVD BERM ELEV -2.25' (NG RER NATURAL RESOD ROES CIV S!ON PRE LININARY APPROVAL NAME DATE ) CD •• • • • •• , •,• • • • ••••• • • •• •• • • • • • • • • • • •• • r4 -a -~=T1°i i =LL9'iii.1 1-- -r- W ' L1 C� •• Z• • %I 1.4 • • • f.., W ` '- a V 2. ate. rtgi ��H W Z � 0 h g 4 4 date issued 01-05-1 G drawn checked p^oject no rev1sions: A n5-n9-I i; 06-I 1-15 JhB, CT J11B • sreet no. LJ." 5or'5• • ., • • •, • • • •• • • -I' • a{ x •••. • • •• • • ••. • t: • •• • • • • • • • 1 —• ••1= •••• f • • •• • r.�•i • • • • r t i e• • • • 11 ; • •':. • • • • • 1 • •• 1 1 •• •• • rz _ •• 4- •` • • • • !;• •• • I • • _ • , • • 11 4" }< • • • • • • ••• * • •• t' j , 2 ,' '; r, A'r '`Ir i r� rl A . J. - au r s * w sw.`...WM. t ._i { 4, r-- 14 • 1 i r uawa"yr . S y wig • i a —RECEIVED'��I� { '2mfl . 4.4 _ PERMIT #: _ .. Miami Shcres Village DATE APPROVED BY ZONING DEPT BLDG DEPT SUBJECT YO CCMPLIPNCE WCTH FEDERAL STATE ANv CCUNtY RULES AND REGULATIONS 1 v,.s. — -fit •.a.: he^ s 4.•• .u.