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REV-02-21-292, 1420 NE 101st StMiami Shores Village 3ezl'1�0 BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Zp Master Permit No. WSW-11-19-27159 Sub Permit No.��V - 02ZI ' - 2cl 2 © REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1420 NE 101 st Street City Miami Shores County Miami Dade Zia: Folio/Parcel#: 1132050230050 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Marine Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Elizabeth Allen Phone#: �� I Add ress:1290 NE 102st Street City: Miami Shores State: FL Z;p: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Kearns Construction Company Phone#: (305) 461-0310 Address: 2550 South Bayshore Drive Unit 306 B City: Miami State: FL Zip: 33133 Qualifier Name: elrKearns Phone#: State Certification or Registration #: CGC06194 Certificate of Competency #: DESIGNER: Architect/Engineer: Green Coastal Engineer- Hany Jawaheri Zadeh Phone#: (786) 583-5545 Address:11900 Biscayne Blvd, Suite 308 City. Miami State: FL Zip: 33181 value of Work for this Permit: $ 200,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace ❑ Demolition Description of Work: Installation of new steel sheet pile seawall, a maximum of 18" water -ward of the existing historic seawall wetface. Specify color of color thru tile: Submittal Fee $ Permit Fee $ OCT-"$ ` C':' CCF $ r� CO/CC $ Sunning Fee $ Radon Fee $ DBPR $ U7l Notary $ Technology Fee $ S Z) Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ib �� (Revised02/24/2014) pani��Q Qr�u�o-Qo� aid ldonua eo�tont�aal��n�RI.�oM f3os)111-93U� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address tri City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 b, Oc ure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of comrAen ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In ti absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature WNER or AGENT The foregoing instrument was acknowledged before me this Q& day of T@ 20 ?-1 , by 70.E b.LL --0 , who is pj:r�sonally knowgn to me or who has produced 1:�Vnul=6 I_► C.L---c , as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: AURA AIZATE MY COMMISSION 0 GO 3249M i :: e[ EXPIRES: April 17, 2023 **s***s****s****ss**********s*s APPROVED BY Signature " CONTRACTOR The foregoing instrument was acknowledged before me this Q Z day of 20 `i 1 . by C+l6e 1 1� KEjb� who is personally known to me or who has produced 1� _I f-Sc as identification and who did take an oath. NOTARY PUBLIC: Sign: _ Q Print: ak�� Seal: Plans Examiner pz. 4'hJe'JM Structural Review AUM X29E My owm w A 2023 ss>r*****s**s*****s* 1 d 1 Zoning Clerk (RevisedO2/24/2014) 1 2 3 M L L 1 / .i ,y 01 /27/2021 * ; No. 90 NO. I DATE REVISION GREEN COASTAL ENGINEERM n ;,A33313 11900 BISCAYNE ROULEVARI ►, 81J11 E 308 1420 N E 101 STREETMIAMI fFI) 33181 - (7861583-5545 CLIENT:MIAMI SHORES FL. u MATTHEW AND LISA AL LEN RER - NATURAL RESOURCES DIVISION FINAL APPROVAL NA01,1E Nicole Alvarado DATE 03/12/2021 RER • NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Micaela Soldi DATE 01/27/2021 2 K, DRAWINGS LIST NO. TITLE S-0 COVER S-1 GENERAL NOTES S-2 GENERAL NOTES S-3 GENERAL NOTES S-4 EXISTING CONDITION S-5 PROPOSED CONDITION S-6 SEAWALL SECTION AND DETAILS PROJECT: 1420 NE 101 STREET MIAMI SHORES, FL. TITLE: COVER PROJECT NO. 20104 DATE: SCALE: INDICATED DRAWN BY: SHEET NO. L.F.T. S-0 CHECKED BY: H.J. 4 C 1 4 i? E Im C GENERAL NOTES: I - CODES 1. FLORIDA BUILDING CODE 6TH EDITION WITH HIGH VELOCITY WIND ZONE PROVISIONS, (FBC 2017, BUILDING, RESIDENTIAL, EXISTING BUILDING) 2. AMERICAN CONCRETE INSTITUTE "GUIDE FOR THE DESIGN AND CONSTRUCTION OF STRUCTURAL CONCRETE REINFORCED WITH FIBER -REINFORCED POLYMER BAR MATERIALS FOR CONCRETE REINFORCEMENT" ACI 440.1 3. AMERICAN CONCRETE INSTITUTE "SPECIFICATION FOR CARBON AND GLASS FIBER REINFORCED POLYMER BAR MATERIALS FOR CONCRETE REINFORCEMENT" ACI 440.6 4, THE MASONRY SOCIETY "BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES" TMS 402/602-16 5. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" ACI 318-19 6. AMERICAN CONCRETE INSTITUTE "DESIGN, MANUFACTURE. AND INSTALLATION OF CONCRETE PILES" (AC1543 R-00) 7. AMERICAN SOCIETY OF CIVIL ENGINEERS "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", 2016 CASCE 7-16"). 5. AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 2015 (NDS) II - MATERIALS UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS: 1. CAST -IN -PLACE CONCRETE(MAX. WIC RATIO = 0.45): FOUNDATIONS: 5 KSI NORMAL WT. SLABS ON GROUND: 5 KSI NORMAL WT. PRECAST WALLS AND BEAMS: 5 KSI NORMAL WT. PRECAST PILES: 6 KSI NORMAL WT. 2. REINFORCEMENT: GFRP BARS: ASTM D7957 3. WOOD ELEMENTS: PRESSURE TREATED SOUTHERN PINE SELECT STRUCTURAL OR BETTER Fb=2350 psi Fr--175 psi RER - NATURAL RESOURCES DIVISION Fc=1,900 psi FINAL APPROVAL E=1,800,000 psi Nicole Alvarado Emin=660,000 psi NAME _ III - GENERAL DATE 03/12/2021 1. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS, ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. 3. STRUCTURAL DRAWINGS SHALL NOT BE USED AS A REFERENCE FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING WORK. 4. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 5. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMPROOFING AND FIREPROOFING DETAILS AND REQUIREMENTS. 6. THESE DRAWINGS DO NOT DEFINE SCOPE OF CONTRACTS. SEE CONSTRUCTION MANAGER'S [or CONTRACT if no CM] DOCUMENTS. 7. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 8. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PROTECT AND MAINTAIN THE INTEGRITY OF ADJACENT STREETS, BUILDINGS AND STRUCTURES. 9. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY FIELD MEASUREMENTS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 10. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS. IF, DURING DEMOLITION, EXCAVATION OR CONSTRUCTION, ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED. 11. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL THE UNDERGROUND FEATURES AND SHALL SUBMIT THEIR PLAN TO EITHER REMOVE OR PROTECT THEM BEFORE COMMENCING OPERATIONS. IV - FOUNDATION NOTES 1. GEOTECHNICAL INFORMATION CORRESPONDS TO DYNATECH ENGINEERING CORP. REPORT DATED JULY 28, 2017. 2. NO BACKFILL SHALL BE PLACED AGAINST WALLS UNLESS SUPPORTING SLABS ARE IN PLACE AND SET OR THE WALLS ARE ADEQUATELY BRACED. 3. STABILIZATION OF SOIL DURING DEMOLITION OF EXISTING WALLS AND CONSTRUCTION OF NEW SEWALL IS REQUIRED. ALL ENGINEERING, DESIGNS AND MEANS AND METHODS OF CONSTRUCTION RELATED TO SOIL STABILIZATION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. DEWATERING OF THE SITE DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR NOT TO UNDERMINE EXISTING FOUNDATIONS. METHOD OF DEWATERING AND CALCULATIONS FOR THE APPROPRIATE SYSTEM ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT THE SITE FROM SEDIMENT AND CONSTRUCTION DEBRIS. 6. PROVIDE DOWELS IN FOUNDATIONS FOR ALL WALLS, COLUMNS, AND SHEAR WALLS OF SAME NUMBER AND SIZE AS THE VERTICAL REINFORCEMENT ABOVE. U.O.N. 7. PROVIDE WATERSTOPS IN ALL CONSTRUCTION JOINTS IN UNDERGROUND WALLS. 8. ALL SOIL BEARING SURFACES SHALL BE INSPECTED AND APPROVED BY A GEOTECHNICAL ENGINEER IMMEDIATELY PRIOR TO THE POURING OF CONCRETE. 10. SHEET PILES SHALL BE DRIVEN ACCORDING TO FDOT 455-9 11. DRIVING SHEET PILES THROUGH ROCK LAYERS MAY BE NECESSARY. MEANS AND METHODS OF SUCH OPERATION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 12. BOTH SIDES OF STEEL SHEET PILES SHALL BE COAL TAR EPDXY COATED PER MANUFACTURER'S INSTRUCTIONS. �Q 01 /27/2021 ;may * ; No. 90 81 Al /0N�A1-`10, �� NO. I DATE I REVISION 4l'``-•_'ram GREEN COASTAL ENGINEERING CA333 - 3 11900 BISCAYNE POIJ'_--VARCI, SUITE 308 MIAI'4' !FL) 33181 (786` ►A? 5545 CLIENT: u u MATTHEW ,AND LISA AL LEN I PROJECT: TITLE: 1420 NE 101 STREET MIAMI SHORES, FL. GENERAL NOTES PROJECT NO. DATE: RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL J_ I NAME Micaela Soldi Jib b DRAWN BY: DATE 01 /27/2021 L.F.T. CHECKED BY H.J. 20104 SCALE: INDICATED SHEET NO. S-1 V 1 1 2 3 I 4 1 2 3 0 GENERAL NOTES: V - DEMOLITION 1. THE CONTRACTOR IS TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS FOR THE DEMOLITION AND REMOVAL WORK. 2. PROVIDE ALL EQUIPMENT, PERSONNEL AND EXPERTISE REQUIRED TO PROPERLY ACCOMPLISH THE WORK. 3. DEMOLITION PROCEDURES, SHORING REQUIREMENTS, SEQUENCES, TECHNIQUES, ETC. EITHER GIVEN IN A OR IMPLIED BY THESE DRAWINGS ARE SUGGESTIONS ONLY. CONTRACTOR SHALL RETAIN, AT HIS OWN EXPENSE, A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA TO DETERMINE ALL CONSTRUCTION PHASE REQUIREMENTS. CONTRACTOR TO SUBMIT DRAWINGS SIGNED AND SEALED BY HIS ENGINEER TO OWNER FOR CONCEPT REVIEW AND RECORD PURPOSES. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION, STABILITY, INTEGRITY, ETC. OF EXISTING AND NEW STRUCTURAL WORK DURING THE EXECUTION OF THE WORK.. 4. BEFORE UNDERTAKING ANY DEMOLITION WORK, ASCERTAIN BY SURVEY THE EXISTING CONDITIONS OF THE PROPERTIES AND BUILDINGS ADJOINING OR IN CLOSE PROXIMITY TO THE PREMISES. 5. CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER AS TO PROTECT EXISTING UTILITY LINES OR ANY OTHER PUBLIC OR PRIVATE PROPERTIES RESULTING FROM THE EXECUTION OF THE WORK ALL AT NO ADDITIONAL COST TO THE OWNER OR ENGINEER. 6. THE USE OF EXPLOSIVES IS NOT PERMITTED. 7. CEASE OPERATIONS AND NOTIFY OWNER AND ENGINEER IMMEDIATELY IF SAFETY OR INTEGRITY OF STRUCTURE APPEARS TO BE ENDANGERED. PROPERLY BRACE AND SUPPORT STRUCTURE BEFORE RESUMING OPERATIONS. 8. DO NOT CUT OR ALTER ANY STRUCTURAL MEMBERS WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER UNLESS INDICATED ON THE STRUCTURAL DRAWINGS. 9. ALL EXISTING DIMENSIONS AFFECTING THE WORK (DISTANCES, ELEVATIONS, AND MEMBER SIZES) SHOWN B ON THE DRAWINGS SHALL BE FIELD CHECKED BY THE CONTRACTOR. 10. CUTTING AND REMOVAL OF EXISTING CONCRETE SHALL BE PERFORMED IN SUCH A MANNER AS TO PREVENT FEATHER EDGES RESULTING IN THE PATCHING PROCEDURES. 11. WHERE REINFORCING IS TO BE PRESERVED AND REUSED, CONCRETE SHALL BE COMPLETELY REMOVED FROM THE REINFORCING SURFACE BY ABRASIVE BLASTING. VI - UNDERPINNING NOTES 1. CONTRACTOR SHALL RETAIN THE SERVICE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO PREPARE SIGNED AND SEALED DESIGN DRAWINGS AND CALCULATIONS FOR ALL REQUIRED UNDERPINNING OF ADJACENT STRUCTURES. THE CONTRACTOR SHALL FILE THE DRAWINGS WITH THE BUILDING DEPARTMENT. 2. SUBMIT COPY OF FILED DRAWINGS TO ENGINEER OF RECORD FOR INFORMATION ONLY. ALL UNDERPINNING WORK SHALL BE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 3. THE FULL SCOPE OF THIS WORK IS TO BE DETERMINED BY THE CONTRACTOR BY THE REVIEW OF ALL AVAILABLE DOCUMENTATION SUCH AS SURVEYS, GEOTECHNICAL REPORTS AND THE LIKE AND BY SITE REVIEW PRIOR TO BIDDING. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF ALL EXISTING ADJACENT BUILDINGS, STRUCTURES, SIDEWALKS, VAULTS AND THE LIKE DURING AND AS A RESULT OF UNDERPINNING C OPERATIONS. VII - CONCRETE NOTES 1. REINFORCING FRP BARS SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, U.O.N. IN DRAWINGS: BEAMS, FORMED STIRRUPS, SPIRALS AND TIES ----- PRIMARY REINFORCEMENT -- 2" EXPOSED TO EARTH STIRRUPS AND TIES -- -- — 2" PRIMARY REINFORCEMENT 2-1/2" WALLS No 10 BARS AND SMALLER— -- — 3/4" FORMED CONCRETE SURFACES EXPOSED TO EARTH OR IN CONTACT WITH GROUND 2" FOOTING AND BASE SLABS AT FORMED SURFACES AND BOTTOMS BEARING ON CONCRETE WORK MAT ---- ---2" AT UNFORMED SURFACES AND BOTTOMS IN CONTACT WITH EARTH 3" TOP OF FOOTINGS SAME AS SLABS OVER TOP OF PILES 2" CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS. 2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE. IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. \,111111111111,,,/j 01/27/2021 �y * No. 90 81 * - SSIONAL� '��1jJ1111111111��� NO. I DATE I REVISION I 13REEN OOAGIAL ENGINEERING 3. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, ETC. AS %;A33313 REQUIRED BY ALL TRADES, BEFORE THE CONCRETE IS POURED. THE CONTRACTOR SHALL CONSULT THE 11900 BISCAYNE BOULEVARD, SUITE 308 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS WELL AS THE STRUCTURAL DRAWINGS FOR MIAPA! ;Ft) 33181 THE LOCATION, NUMBER, AND SIZE OF ALL OPENINGS, SLEEVES, ETC. HOWEVER, OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER IS (786, 593-5545 OBTAINED. 4, LOCATION OF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS. 5. DIMENSIONS "Ld" AS NOTED ON DRAWINGS SHALL CORRESPOND TO THE FOLLOWING LENGTHS IN INCHES AS SHOWN IN THE TABLES BELOW: Ld (inches) BAR SIZE BOTTOM BARS OTHER BARS #3 16 28 #4 19 33 #5 22 39 #6 24 44 #7 26 47 #8 1 26 50 #9 26 51 #10 1 26 52 SLABS AND JOISTS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 6. ALL LAP SPLICES ARE 1.3 Ld UNO. TOP AND BOTTOM BARS No 10 BARS AND SMALLER.............................................................................................. 3/4" RER - NATURAL RESOURCES DMSION FORMED CONCRETE SURFACES EXPOSED TO EARTH OR WHEATHER AND BOTTOMS BEARING ON WORK MAT, FINAL APPROVAL OR SLABS SUPPORTING EARTH COVER No 5 BARS AND SMALLER 1-1/2" NAMME Nicole Alvarado No 5 BARS THROUGH No 10 2" neTS: 03112/2021 TABLE ASSUMPTIONS: J/j 1. fc = 5 KSI 2. REINFORCEMENT: GFRP BARS CONFORMING TO ASTM D7957 3. A MINIMUM CLEAR COVER AS SHOWN IN NOTE 1 ABOVE 4. A MINIMUM CLEAR SPACING OF 3" BETWEEN ANY BARS 5. NORMAL WEIGHT CONCRETE CLIENT: MATTHEW AND LISA AL LEN PROJECT: TITLE: 1420 NE 101 STREET MIAMI SHORES, FL. GENERALNOTES PROJECT NO. RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL DATE: NAME Micaela Soldi DATE 01/27/2021 DRAWN L.F..T.T. CHECKED BY: H.J. 20104 SCALE: INDICATED SHEET NO. S-2 8 0 A C 1 1 2 1 1 3 1 4 01 C GENERAL NOTES® VIII - DESIGN LOADS: 1. GRAVITY LOADS: GRAVITY LOAD SCHEDULE, psf SUPERIMPOSED DEAD LOAD 15 LIVE LOAD 60 2. SNOW LOADS: NOT INCLUDED RER • NATURAL RESOURCES DIVISION 3. EARTHQUAKE LOADS: NOT INCLUDED FINAL APPROVAL 4. SOIL DENSITY:130 PCF SATURATED SOIL NA?AE Nicole Alvarado 5. WIND LOADS: DATE 03/12/2021 A. BASIC PARAMETERS: a. FBC -SECTION 1620 - HIGH VELOCITY HURRICANE ZONE; MIAMI-DADE COUNTY b. BASIC WIND SPEED, V = 175 MPH (ULTIMATE) C. DIRECTIONALITY FACTOR, Kd = 0.85 d. RISK CATEGORY: I RER • NATURAL RESOURCES DIVISION e. EXPOSURE CATEGORY: D PRELIMINARY APPROVAL f. TOPOGRAPHIC FACTOR, KA = 1.0 NAME Micaela Soldi g. GUST EFFECT FACTOR, G = 0.85 DATE 01/2712021 h. WIND BORNE DEBRIS REGION IX - FLOOD MAP: 1. BASE FLOOD ELEVATION EL.= 11 FT. (ZONE VE) X - SURVEY: 1. REFER TO BOUNDARY SURVEY BY LEITER PEREZ AND ASSOCIATES (6/22120 UNDER CONSTRU SEAWALL AS BUILT) AND MAP OF BOUNDARY SURVEY BY ONLINE LAND SURVEYORS (SURVEY DATE 11/7/16) 2. ALL ELEVATIONS INCLUDING NEW CONSTRUCTION, ARE BASED ON NGVD 29 LINO. Datums for 8723089. BISCAYNE CREEK, INTRACOASTAL WATERWAY, FL All figures In fee: relative to rfAVD88 IS a MTT 0.24 as; 0 I aitiSL-- i MIL r. y�{ ��''•Lf mto l . ABhlllct; , - WATER LEVELS SCALE: N.T.S. �iscainet:aca: - - _ Nuralz�t t�A � . Miami Shores Q Country Club •1420 Northeast 101sI,51rcet eb jaA y Q� NF 'Ath `_.1 T f :I I LOCATION MAP SCALE: N.T.S. 01/27/2021 �y _ * ; No. 90 81 ; ZORID NO. DATE—r REVISION GREEN COASTAL ENGINEERING C A33313 11900 BISCAYNE 3CULEVARD, SJ,TE 308 MIAVI (711 33181 (786)533-5545 w CLIENT: a MATTHEW AND LISA ALLEN PROJECT: 1420 NE 101 STREET MIAMI SHORES, FL. TITLE: GENERAL NOTES FPROJECT NO. 20104 DATE: SCALE: INDICATED DRAWN BY: SHEET NO. L.F.T. CHECKED BY: S-3 H.J. C 1 VA 3 �I 1 2 3 0 0 I: E0 RN LINE�rt RER • NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Micaela Soldi DATE 01/27/2021 RER - NATURAL RESOURCES DIVISION FINAL APPROVAL NAME Nicole Alvarado DATE 03/12/2021 1 (TO BE REMOVED BEFORE NEW WALL IS INSTALLED) SEAWALL, CAP, BATTER PILES AND T PILES EXISTING PRIOR TO CLI-2018-0319 PERMIT 4 / N S MD EXISTING CONDITION SCALE: 3/64" = T-O" NOTE: ALL ELEVATIONS REFER TO NGVD 29. ALL DEMOLITION MUST BE COMPLETE BEFORE NEW WALL IS BUILT. 2 I 3 SEAWALL, CAP, BATTER PILES, KING PILES AND T PILES EXISTING PRIOR TO CLI-2018-0319 PERMIT (TO BE REMOVED, REMOVAL COMPLETE) �WIAHER' �P ....... / - 01/27/2021 ' FS * ; No. 90 81 , 40R1N)P•' �6 FSS/oNA`G� NO. DATE REVISION GREEN COASTAL ENGINEERING 0 i pS3313 11900 BISCAYNE'3^L'LEVARD, S'-'!TE 308 MIAVI (!='_; 33181 (78E)533-5545 CLIENT: a MATTHEW AND LISA ALLEN PROJECT: 1420 NE 101 STREET MIAMI SHORES, FL. TITLE: EXISTING CONDITION PROJECT NO. DATE: DRAWN BY: L.F.T. CHECKED BY: H.J. 4 20104 SCALE: INDICATED SHEET NO. S-4 C 1 2 K, rd 0 C PR PER- L RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Micaela Soldi DATE 01/27/2021 RER - NATURAL RESOURCES DMSION FINAL APPROVAL NA OIAE Nicole Alvarado DATE 03/12/2021 u T.O. CAP EL.= +7'-6" (NGVD 29) NEW RIPRAP NEW 30"X24" SEAWALL CAP h 40 N PROPOSED CONDITION f7►.' SCALE: 3/64" = l'-0" E NOTES: 1- WET FACE OF NEW SHEETPILE SEAWALL IS MAXIMUM 18" FROM WET FACE OF EXISTING SEAWALL 2- DEMOLITION OR CONSTRUCTION WORK CAN COMMENCE ONLY AFTER SOIL BEHIND SEAWALL IS STABILIZED BY THE CONTRACTOR (SEE NOTE III TO VI ON S-1 & S-2). NEW SHEET PILE SEAWALL W AHER/ •.�C E NSF jqo'' �Q 01 /27/2021 �y * No. 90 81 0R10P�G����. NO. DATE REVISION GREEN COASTAL ENGI EERiNG CA33313 11900 BISCAYNF BGlll EVARD, SUITE 308 MIAMI (FI.) 33181 (766) 583-5545 U CLIENT: p MATTHEW AND LISA ALLEN PROJECT: 1420 NE 101 STREET MIAMI SHORES, FL. TITLE: PROPOSED CONDITION PROJECT NO. 20104 DATE: SCALE: INDICATED DRAWN BY: SHEET NO. L.F.T. S-5 CHECKED BY: H.J. A1✓ A 0 43 C 1 CLEAN GRANULAR BACKF (95% COMPACTION PER ASTM D-698) GEOTEXTILE DRAINAGE ROCK NEW NUCOR NZ 14 — STEEL SHEET PILE INSTALLED 18" MAX. z WATERWARD OF g WETFACE OF o SEAWALL THAT EXISTED PRIOR TO CLI-2018-0319 PERMIT ISSUNANCE EXISTING SEAWALL (ALREADY REMOVED) 2 I 3 w r z T.O. CAP Z J I� 10 T.O. EXISTING SEAWALL CAP i . o EL.= +4'-8" CLEAN GRANULAR BACKCF LLL (95% COMPACTION PER (EXISTING CAP IS NOT ASTM D-698) \ \ `, �•I D' . I' ' ° .Ds SHOWN FOR CLARITY) _ z ;8%- &I:k1r1A Y EL.= +1'-8° 3" FILTER JET BACK FLOW PREVENTER @8'-0" O.C. ,L MLW EL.= -0'-6" 2 1 8'-0- MAX. 1'-T T.O. CAP EL.= +T-6„ EXISTING GRADE NUCOR NZ 14 STEEL z \✓ I ca SHEET PILE o \ w CV 0 co - NEW 18"-24" 2 NEW RETURN WALL SECTION LIME ROCK RIPRAP c C wfc—lzu-1 II F z w W RER - NATURAL RESOURCES DIVISION \ g PRELIMINARY APPROVAL / w 3#10 (E.I NAME Micaela Soldi (OR EQUNALEN z DATE 01/27/2021 CONTINUOL RER - NATURAL RESOURCES OMSION Ny FINAL APPROVAL NEW SEAWALL SECTION NAFIE Nicole Alvarado 1 DATE 03/12/2021 SCALE: 1/2" = T-0" NOTES: 1- ALL ELEVATIONS REFER TO NGVD 29. 2- DEMOLITION OR CONSTRUCTION WORK CAN COMMENCE ONLY AFTER SOIL BEHIND SEAWALL IS STABILIZED BY THE CONTRACTOR (SEE NOTE III TO VI ON S-1 & S-2). 1 1 2 3 0 sQ 01/27/2021 No. 90 81 .�`�:•F40R1�P�Ga %SSTA ONC\``���` �","III I I I t"00 NO. DATE REVISION GREEN COASTAL ENGINEERM CA3R313 I 11900 BISCAYNE T-01,11_EVARD, SUITE 308, MIAMI (a' ; 33181 i (786) E8? -5545 CLIENT: MATTHEW AND LISP AI_! EN PROJECT: #4@8" 1420 NE 101 STREET MIAMI SHORES, FL. CAP REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" 3 TITLE: SEAWALL SECTION AND DETAILS NO. DATE DRAWN BY: L.F.T. CHECKED BY: H.J. 4 20104 SCALE: INDICATED SHEET NO. S-6 I 1-3 C P.C. F.I.P. 1 /2" z m a� 0-17.28'31 ° Rn2045.40' P.C. A-W26S' F.I.P. 1 /2" ' ' ' 0=00'33'37- •.•.•_.• ....r R=2045.40 3:... A=20.00' .............. F ... .... F.I.P. 112 y. k' 1... J N Ab E : t_ I I �' CL 41 lei 0=07'03'17.5` ..�.... R=848.88' A=80.00' ..•. •. .•.•. .' ......... Iry ' .•.......' E VISIBLE. 2,17 LOT 6 BLOCK 1 (RAO�A1.) N 05�502�dcMW) 12 nee ; 4.• • malao .. id=14''d a` O m Ol j 14-W. A J50 14 Wd 3•�' V (UNDER ? CONSTRUCTION BUILDING) $ STAIRS &0, n fN b °� o 0 N 1139Os wI a a 39.40' _® las.Ih! m •50' THREE STORY It{ STAIRS RESIDENCE # 1420 (UNDER CONSTRUCTION) 18.00' 1 F:22.76 -------- � „ e.N S 28.10' a MAP OF BOUNDARY SURVEY Property Address: 1420 NE 101 ST STREET MIAMI SHORES, FL 33138 nlineLand SURVEYORS,INC. 15271 NW 60 AVE, Suite 206 Miami Lakes, FL 33014 www.OnlineLandSurveyors.Com 135.20' JlRa N 08'31'7" LOT 3 BLOCK 1 �Il a i„ 0' 15. 30 I 1 inch = 30' st. ��03*08'35" BLOCK 1 R:2185.40' As117.53' NNM ��g1RUCT10N) bt 17.45' ; W oE�1 O �==° 1/1t POOL ;s 123' ,f� Q rl a I ff J,/y r a=02017905" 14.0' 3.4' !1 R=2185.400 WAYA=88.35' LOT 4 m BLOCK 1 o j 10.0' -GUT �h SURVEYORS CERTIFICATION: I HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY' IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THESNI 1 STANDARDS, AS SET FORTH BY THE STATE OF FLORIDA BOARD OF SIONAL S RS AND MAPPER IN CHAPTER 5J-t 7.051. FLORIDA ADMINISTRATIVECOPURSUANT TO SEC 472.027, FLORIDA STATUTES. 1 1 '911 F 1' No. 51001 STATE SIGPIS� _ 9o��`�S. FC0R101 FOR THE FIRM MIGUEL ESPINO suRv+` P.S.M. No. 5101 STATE OF FLORIDA NO VALID WITHOI IT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED 7LECTRCNIC SCAL AND/OR THIS MAP IS NOT VALID 1MTHOUT THE SIGNATURE AND ORIGINAL 4XISED SE4L Or 4 LICENSE SURVEYOR AND MAPPER. Survey Date:9/8/2020 Survey Code:0-63225 Page 1 of 3 Not valid without all pages. Apply Home Online Payments Code Enforcement Payments Search Q Help Back Permit Number: REV-02-21-292 Revue Detail I RevPe,.v Items I main Menu Review Type: Building Received Date: 02/03/2021 eview Ite Status: Approved Due Date: 02/25/2021 Version: 1 Completed Date: 02/2612021 Buildinu Approved 02/25/2'021 02/24/2021 Naranjo Ismael Planning Approved 02, 25,12021 02/17/2021 Kendall Travis Structural Approved 02/25/2021 02,d18f2021 Blanco Orlando Results per page i 10 ! 1- 3 of 3 at. Sort Tyre =Expo COUNTY Miami -Dade County Department of Regulatory and Economic Resources Coastal Resources Section 701 N.W. 1st Court, 6th Floor Miami, FL 33136-3912 MODIFICATION TO CLASS I PERMIT CLI-2018-0319 Permittee: Elizabeth Allen 1420 Northeast 101 st Street Miami Shores, Florida 33138 Contractor: Keams Construction Company 2550 South Baysh ore Drive, Suite 206B Miami, Florida 33133 License No. CGC060194 Phone No. (305) 461-0310 Proposed Work The previously permitted work is being modified to include the following: - Removal of the failing vinyl seawall originally installed underCLI-2018- 0319. Installation of 204.7 linearfeet of new steel sheetpile seawall along the length of the property. The wetface of the new seawall shall extend a maximum of 18 in ch eswaterward of the wetface of the previously existing concrete seawall in lieu of 204.7 linearfeetof new vinyl seawall along the length of the property that was to extend a maximum of 12 inches waterward of the wetface of the previously existing seawall. Installation of 204.7 linearfeet of concrete seawall cap along the length of th a property. Th a seawall cap will measu re 2.5 feet wide by 2 feet h igh, and extend 0.7 feet waterward of the wetface of the new seawall in lieu of 204.7 linear feet of concrete seawall cap along the length of the property thatwasto measure feetwide by 1.3 feet high, and extend 0.7 feet waterward of the wetface of the new seawall. Page 1 of 4 CLI-2018-0319 - Installation of a 2.5 footwide by 6 foot long concrete return wall along the east property line in lieu of a 2 footwide by 5 foot long concrete return wall along the east property line. - Installation of a 2.5 footwide by 6 foot long concrete return wall along the west property line of a 2 footwide by 5 foot long concrete return wall along the west property line. - Installation of 204.7 linearfeet of limerock riprap boulders along the new seawall. The riprap will consist of 1 to 3 foot diameter boulders and will be placed at a 2 horizontal :1 vertical slope extending a maximum of 8 feet waterward from the base of the new seawall. Attachment A: Modified Mooring Prohibited Area (MP After -the -Fact: YES ❑ NO Fee Amount: $438.50 Bond Amount: $18,423.00 held underCLI-2018-0319 BBEETF Contribution: N/A Zoning Date: 02/17/2021 Structural Date: 02/18/2021 Submerged Lands Authorization Date: 03/12/2021 Issued By: FDEP ❑ DERM ® City of Miami Beach ❑ Permit Conditions The following specific conditions have been modified: 2. Due to shallow water depths, vessels shall be restricted from mooring in areas designated as a "Modified Mooring Prohibited Area" (Attachment A). Failure to comply with this specific condition may be subjectto enforcementby DERM. 9. The wetface of the new seawall shall extend a maximum of 18 inches waterward of the wetface of the previously existing concrete seawall. All other specific and general conditions not specified above from the original permit CLI-2018-0319 remain unchanged and in effect Page 2 of 4 CLI-2018-0319 All work shall be performed in accordance with the plans entitled "1420 NE 101 STREET MIAMI SHORES, FL." prepared by HanyJawaheri Zadeh, P.E. License #90581, signedandsealedon 01/27/2021, approved by DERMandin accordance with the conditions of the Class I Permit. Coastal Section Review: TB Issued By: NA Issue Date: 03/12/2021 THIS MODIFICATION MUST BE ATTACHED TO THE ORIGINAL CLASS I PERMIT (CLI-2018-0319) AS EVIDENCE OF APPROVAL FROM DERM. THE ENTIRE PERMIT AND MODIFICATION SHALL BE KEPT ON SITE DURING ANY CONSTRUCTION WORK. Page 3 of 4 CLI-2018-0319 11 z J ATTACHMENT A MODIFIED MOORING PROHIBITED AREA 9 Page 4 of 4 CLI-2018-0319 MI�DtE ) 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 March 12, 2021 Elizabeth Allen 1420 Northeast 101st Street Miami Shores, Florida 33138 Miami -Dade County Department of Regulatory and Economic Resources DERM File Number: CLI-2018-0319 Applicant: Elizabeth Allen Folio No.: 11-3205-023-0050 Dear Ms. Allen: DERM staff has reviewed your application to install 204.7 linear feet of sheetpile seawall, 204.7 linear feet of seawall cap, riprap, and 2 return walls in Biscayne Bay at 1420 Northeast 101st Street, Miami Shores, Miami - Dade County, Florida, Section 05, Township 53 south, Range 42 east. We have reviewed the information you provided and determined that the project qualifies for consent of use of state-owned submerged lands. Pursuant to Memorandum of Agreement MA-13-114 between the State of Florida and Miami -Dade County, please consider this the authority sought under Section 253.77, Florida Statutes, and Chapter 18-21, Florida Administrative Code, to use state-owned submerged land (if applicable). Prior to the commencement of construction and/or activities authorized herein, you must obtain a U.S. Army Corps of Engineers (ACOE) permit if it is required by the ACOE. Any modifications to the construction and/or activities authorized herein that may be required by the ACOE shall require reconsideration by and prior written approval of the Department of Regulatory and Economic Resources and may require that your application be submitted to and approved by the Submerged Lands and Environmental Resources Program of the Florida Department of Environmental Protection (FDEP) prior to commencement of construction and/orany activities on sovereign, submerged lands. This letter of consent in no way waives the authority and/or jurisdiction of any government entity, nor does it disclaim any title interest the state may have in the project site. This letter does not constitute authority to proceed with your project under Chapter 403, Florida Statutes. If your project requires an Environmental Resource Permit (ERP) as defined in Chapter 403, F.S., then you must obtain an ERP from the FDEP or South Florida Water Management District prior to the commencement of construction. Please retain this letter as it constitutes consent to use sovereign submerged lands by DERM on behalf of the Submerged Lands and Environmental Resources Program of the FDEP. Submerged Lands & Environmental Resources Program General Consent Conditions Project No. CLI-2018-0319 Page Two The Letter of Consent associated with these General Consent Condition as well as these conditions themselves are subject to modification after 5 years in orderto reflect any applicable changes in statutes, rule or policies of the Board or its designated agent. In the event that any part of the structure(s) consented to herein is determined by a final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, Grantee agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference or encroachment within 60 days from the date of the adjudication. Failure to comply shall constitute a material breach of this consent and shall be grounds for its immediate termination. Page 2 of 4 DEPARTMENT OF ENVIRONMENTAL PROTECTION SUBMERGED LANDS & ENVIRONMENTAL RESOURCES PROGRAM GENERAL CONSENT CONDITIONS Project No. CLI-2018-0319 No activities other than those set forth in the attached letter dated March 12, 2021 are authorized. Any additional activities on state-owned sovereignty submerged lands must receive further consent from the Governor and Cabinet, sitting as the Board of Trustees of the Internal Improvement Trust Fund (hereinafter the "Board") ortheir properly designated agent. Grantee agrees that all title and interest to all lands lying below the historical mean high water line or ordinary high water line are vested in the Board, and shall make no claim of title or interest in said lands by reason of the occupancy or use thereof. Grantee aggress to use or occupy the subject premises for those purposes specified herein, and Grantee shall not permit the premises or any partthereof to be used oroccupied for any other purpose or knowingly permit or sufferany nuisances or illegal operations of any kind on the premises. Grantee agrees to maintain the premises in good condition in the interest of the public health, safety and welfare. The premises are subject to inspection by the Board or its designated agent at any reasonable time. Grantee agrees to indemnify, defend and hold harmless the Board and the State of Florida from all claims, actions, lawsuits and demands arising out of this consent. No failure, or successive failures, on the part of the Board to enforce any provision, waiver or successive waivers on the part of the Board of any provision herein, shall operate as a discharge thereof or render the same inoperative or impair the right of the Board to enforce the same in the event of subsequent breach. Grantee binds itself and its successors and assigns to abide by the provisions and conditions set forth herein. In the event Grantee fails or refuses to comply with the provisions and conditions of this consent, the consent of use may be terminated by the Board after written notice to the Grantee. Upon receipt of such notice, the Grantee shall have thirty (30) days in which to correct the violation. Failure to correct the violations within this period shall result in the automatic revocation of this Letter of Consent. All costs, including attorneys' fees, incurred by the Board in enforcing the terms and conditions of this consent shall be paid by the Grantee. Grantee agrees to accept service by certified mail of any notice required by Chapter 18-14, Florida Administrative Code, at the address shown on page one of this Agreement and further agrees to notify the Board in writing of any change of address at least ten days before the change becomes effective. Grantee agrees to assume responsibility for all liabilities that accrue to the sovereignty submerged land or to the improvements thereon, including any and all drainage or special assessments or taxes of every kind and description which are now or may be hereafter lawfully assessed and levied against the property during the effective period of this consent. Grantee agrees that any dispute arising from matters relating to this consent shall be governed by the laws of Florida and initiated only in Leon County, Florida. Page 3 of 4 Your project may be inspected by authorized county or state personnel in the future to insure compliance with appropriate statutes and administrative codes. If your project is not in compliance, you may be subject to penalties under Chapter 24 of the Code of Miami -Dade County and Chapter 18-14, Florida Administrative Code. Sincerely, Rockell Alhale, ERPS Coastal Resources Section Attachment: General Consent Conditions cc: Leigh O'Shields, FDEP, Tallahassee Jennifer Smith, FDEP, West Palm Beach Page 4 of 4 Milarin Building Department Nice. _�.:4 'v., f{V N� ^t ECEVPT .R-T rms i?"a y ?,? �-J fName; r,ra' .ec rf.• ! ': _ air he !tee: •V! fir'- �;;:.� . C .,E .. ..