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DOCK-03-22-736Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 q I NI AR 2 3 2022 C INSPECTION LINE PHONE NUMBER: (305) 762-4949 F B C 20C.v� BUILDING Master Permit No.-O© d 22 CPERMIT APPLICATION Sub Permit No. KU LDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP V06 /CONTRACTOR DRAWINGS JOB ADDRESS: X� 2 /Q/ City: Miami Shores County: Miami Dade Zip: i -3 u Folio/Parcel#: Z/ 3 Z 0,5 © Zia 003 () Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: C OWNER: Name (Fee Simple Titleholder): g>`/TICi A1jZ,4j-&_-r-Z- Phon 5T / Address: 14/f— city: AV A01—w State: Tenant/Lessee Name: Email: CONTRAC75ompan Name. t' )44 '�'. 4" Address: I , b City: State: Qualifier Name:_<—'�' I State Certification or Registration #: DESIGNER: Arch it/ect ngine . Address: /i 7_O S-'�j -X—j Value of Work for this Permit: $ G,d, t7CG a� Type of Work: ❑ Addition ❑ Alteration Description of Work: �SfXGf.�7 M M Jw s-L ne#: n,-A'�_) 96 I-L76 V Y/(OzL<<Cc Zip: f Sf V/ Certificate of Competency #: Jfc . Phone#: S 6 0o T City: / Stater Zip: Square/Linear Footage of Work: T �d SI' ❑ New Repair/Replace ❑ Demolition / D A� U ?,- f PLes 4 Ovw. Specify color of color thru tile: a v 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 $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 0 Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of soh posted notice, the inspection will not be approl and a reinspection fee will be charged. ' f 17 Sign OWNER or AGENT The foregoing instrument was acknowledged before me this 01 40 day of, 20,99 by % , who is personally known to me or who has produced Signature The foregoing instrument Was acknowledged before me this day of 20 aag . by l`° 4e—H-A- ;4c-r l who is personally known to as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Sign: °° ��e�//J� // Sign: X � �,C Print: AW054t h Print: AW 1-/PJ ? Seal:=05tiol2W4 Seal: y„ Notary Pub � a FNridr �+1p of Florida �I tz . . Marissa Upachutg 30 Y06241 �►y �% E �pCommission iOS/ 012011 9�82�1 AwExpires 4* * **** I******************* **************** APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village:���v�� 21 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - ��/) k ) Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 r(F�BC 20 f� ? BUILDING Master Permit No. kJ��i. V�` 2� 'Z) J 6 PERMIT APPLICATION > K-UILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 Lf w /� • 1 0 ( -g"- 5'6/ ee7— QQ Q City: Miami iirShores County: Miami Dade Zip: ' 7! 3 CS Folio/Parcel#: l ! .J 2 0 S 0 Z 3 00 3 p Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): �NJ�%Gt� qI V #q JZF, 7, Phone#: 5 K 3 Z Address:: od w. re. /a i 2 0 City: My /'}Iy'J ( 946gn r State: Wet, Zip: Tenant/Lessee Name: Email: CONTRACTW: Corn76>/- Name: - V'r"G1E Address: ( � `"I I c-4 1 9 Phone#: l�Fr� Prone/ City: 1'� IM • �In/a-� State: Zip: 11 Qualifier Name: D to / S'� Phone # s 1 7-7 (-Y' State Certification or Registration #l: �y ,,� Certificate of Competency #: ` ( DESIGNER: Ar�chiit ct/Engineer: V ,vim'( J�{ 0 6 (d ? h', • - Phone#: 305) O ( oo?i Address: l A i Zo �Lf 7-5AV �G NU lz City: _Y/(l4Y�t ( S�ta/te�: �L zip:: 31I57 Value of Work for this Permit: $_ (moo ,0on. Square/Linear Footage of Work: ` i� U �� ' )C. C Ic Type of Work: ❑ Addition ❑ Alteration ❑ New XrRepair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ ✓J j�/� TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 14 4 �f I VIA State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2506, 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 attac t. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which ccurs even (7) days after the building permit is issued. In t a ence af such posted notice, the inspection will not be appr ed and reinspection fee will be charged. Signature — OWNER or AGENT ThejfofrCegoing instrument was acknowledged before me this day of ���� . 20 2-0 by +r•A�i who is personally known to aee,or who has produced as identification and who did tal<e an oath. NOTARY PUBLIC: 117 Sign:_ Print: a' Seal: �•rt Notary public State of Flonda Gladys L Coia * �r My Commum GG 481582 dr Expires 05=/2024 Signature The foregoify instrumentwasacknowledged before me this k4 of20�� by ss, ' who is personally known to me or who has produced as identification and who did take'an oath. NOTARY PUBLIC: Sign: /� 1 Print: CA — Seal: APPROVED BY MW***P*la*ns Examiner Structural Review Notary Public State of Honda Gladys L Coia Zoning Clerk (Revised02/24/2014) Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1400 NE 101ST ST, Miami Shores, FL 33138 1132050230030 Contacts ANNA ALVAREZ Owner Southern Marine Construction,lnc. Contractor 1400 NE 101 ST, MIAMI SHORES, FL 331382613 Robert Rossi PO BOX 414194, MIAMI BEACH, FL 33140 Business: 3058612764 RROSS12@BELLSOUTH.NET Mobile: 305-613-6377 Inspection Rec uests Description: INSTALLATION OF BATTER PILES AND CAP . Valuation: $ 60,000.00 REPLACE DOCK TO REPLACE PERMIT DOCK 2130 € € Total Scl Feet: 450.00 p �� €€mmmm Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee $900.00 Total Fees $900.00 Total: $900.00 Check # 42667 03/23/2022 $900.00 Amount Due: $0.00 Building Department Copy 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 responsi ' y f r all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBI ME ANAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certifythat all a for oing jr(�6rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni g. Futh mo I auth i e the above named contractor to do the work stated. Authorized Signature: Owner / Contractor / Agent Date March 23, 2022 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1400 NE 101ST ST, Miami Shores, FL 33138 1132050230030 'ontacts ANNA ALVAREZ Owner Southern Marine Construction, Inc. Contractor 1400 NE 101 ST, MIAMI SHORES, FL 331382613 Robert Rossi PO BOX 414194, MIAMI BEACH, FL 33140 Business: 3058612764 RROSSI2@BELLSOUTH.NET Mobile: 305-613-6377 Description: INSTALLATION OF BATTER PILES AND CAP . Valuation: $ 60,000.00 Inspection Requests: 30S62 4949 REPLACE DOCK Total Sq Feet: 450.00 Fees Amount Application Fee - Other $50.00 CCF $36.00 DBPR Fee $27.00 DCA Fee $18.00 Education Surcharge $12.00 Permit Fee $1,750.00 Planning and Zoning Review Fee $35.00 Structural Review ($90) $90.00 Technology Fee $45.00 Total: $2,063.00 Payments Date Paid Amt Paid Total Fees $2,063.00 Check # 3196 09/09/2021 $2,013.00 Check # 42113 08/17/2021 $50.00 Amount Due: $0.00 Building Department Copy 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 respo ' i for all wo one by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLU G, M HZheaboonve INDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I erfify that II the for oin is accurate and that all work will be done in compliance w' h all applicable laws regulating construction d zoning. uthermor , a on named contractor to do the work stated. > Authorized Signature: Owne/ / App ant / Contractor / Agent Datr7 September 09, 2021 Page 2 of 2 . . ... . . . ... .R ' Wlii nli Shorcas Village Building Department AUG 17 2021 'i 0050 Xgin`' Ave. w m Mipmi Shoes, �L 33138 By 30C. 79C-2204 1 Far. 305-756-8972 NOTICE TO MIAMI SHOP ES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORU 3A BJI .LING „ODE. I (We) have been retained by SOUTHERN MAMNE C,GF,P to perform special inspector services under the Florida Building Code 2020 nth ED and Miami Dade County Administrative Code at the 1400 \.E. I0IST sr project on the below listed structure as of 4 AUGUST, 2021 (date). I am a registered architecttprofessional engineer licensed in the State of Florida. Process Number: Special Inspector for Reinforced Masonry, Section 2122A of the FBC 51h Edition (2014) _. Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for — Trusses a 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, l.t, Weight. Insul. Conc, ❑✓ Other DOCK PILINGS Note; Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1 JOSEPH N. SHEINGOLD P.E. 2. 3. 4. *Spwial inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation fmm an architectural education prognun; successful completion of the NCEES Fundamentals Examination: or registration as building, inspector or general contractor. I (eve) will notif}y the Miami Shores Building Department of any changes regarding authorized personnel performing, inspection services. 1(we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit I %wjjj,�pj,init to the Building Inspector at the time of the final inspection the completed inspection lo�4b%�j d ss� 611b tatement indicating that, to the best of my knowledge, belief and professiono'l' niea those b 'orts,ofthe project outlined above meet the intent of the Florida Building Code and:�.s1kN ia'9 i`e with the approval plans. C5 OO -\ ivo. _,X Signed3ftnd Sealed Date: 4 o2I STAT€ ,0��•��OR NAL ' Engineer/Architect Name JOSEPH N. SHEINGOLD Y.E. Print Address 12420 S.W. 75 AVE MiAMI, FL 33156 AMERICAN SOCIETY OF CIVIL ENGINEERS,,, NATIONAL ACADE(V�Y, OF BUILDING INSPECTION' ENGINEERS COIzI,SUE',-1NG ENGINEER PROFESSIONAL BUILDING INSPECTION 1:2420 -9 W. 75th ,EVE., / MIAMI, FLORIDA 33156 TEI.FPHONE: (305) 378-1244 EstAblished 1976 NATIONAL SOCIETY OF PROFESSIONAL ENGINEEF FLORIDA ENGINEERING SOCIETY f AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECT01\1 ENGINEERS s NATIONAL SOCIETY OF /,7, ' ( *� . !"® PROFESSIONAL ENGINEEF rotes FLORIDA ENGINEERING CON$t TING ENGINEER SOCIETY PROFESSIONAL BUILDING INSPECTION 12420 S,W. 75th AVE., / M[AM 1, FLORIDA 33156 tFEL"1 0HONE: (305) 378-1244 Established 1976 /...? (s6�'j,"-�'a >c->,1el <g �p6 C5� �- • � ' -i zl;1-991�?' / R ' 1 - le 4 -� No. 2 .1 � -a STATE OF ;;moo r AMERICAN SOCIETY OF CIVIL ENGINEERS,, NATIONAL ACADEIUY OF BUILDING INSPECTION ENGINEERS taf • / j�/s � 6� s ! • �s f f CONIS,U(.T JNG ENGINEER PROFESSIONAL BUILDING INSPECTION 12,420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEJpi,16NE: (305) 378-1244 Estvblished 1976 70, 7 NATIONAL SOCIETY OF PROFESSIONAL ENGINEEF FLORIDA ENGINEERING SOCIETY Zr�l C AMERICAN SOCIETY OF CIVIL ENGINEERS'- " NATIONAL ACADE,,Y'l OF BUILDING INSPECTION ENGINEERS r CONSUn, NG ENGINEER PROFESSIONAL BUILDING INSPECTION 1 420 S.W: 75th'A.VE., / MIAMI, FLORIDA 33156 TC EPITONE: (305) 378-1244 , F1.1tablished 1976 S NATIONAL SOCIETY OF PROFESSIONAL ENGINEE FLORIDA ENGINEERING SOCIETY s(-5 :;- I ..,1IIIIII111/!!////,,/ E�vsF �ca -o STAT h *1 GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC,-�dj8, 4th ED!"ION & ASCE 7-16 PILE NOTES: ALL WOOD PILES TO BE:SWTHERI`j PINE AND COMPLY WITH A.S.T.M. d25-79 AND BE PRESSURE TREATED W/ C.C.A. FEDERAL SPECIFICATIONS TT-W-550D(1) OR TI--W°O055( E(1 j AND AWFA-MP-4. PILES TO HAVE A MIN. DIA. OF 12" PRESTRESSED CONCRETE PILES: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. CONCRETE SHALL ATTAIN A STRENGTH OF 35eO psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416-6820K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. MINIMUM PENETRATION OF ALL PIES TO 5c AS FOLLOWS_ 6 FEET MIN. INTO BEDROCK 10 FEET INTO YIELDING MATERIAL MINIMUM SAFE BEARING: 10 TONS WC109 PII-E & 25 TONS CONCRETE PILE CONCRETE: CONCRETE FOR THE CAP SHA,--L A31AIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. REINFORCING STEEL: ALL REINFORCEMENT SHALL �3E 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, (ALL LOAD SUPPORT MEMBERS TO BE NON -DENSE SELECT STRUCTURAL) AND COMPLY WITH NDS 2015 SPECIFICATIONS. HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED. BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307-83A. DESIGN LOADS: 501bs/FT2 OF LIVE LOADS 175 mph WIND VELOCITY, EXPOSURE "D" THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE BAY. APPROVED TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN -WATER WORK. - ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. -THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SOUTHERN MARINE CONSTRUCTION, INC. ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED. ` ' ' (14) EXISTING WOOD PILES TO BE REMOVED, TYP.----\ EXISTING DOCK REMAINS TO BE REMOVED, TYP. ---� (3) EXISTING PILES TO BE CONCRETE REMOVED, TYP. 32'-6" w I RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Nicole Alvarado DATE 07/29/2021 BISCAYNE BAY 40'-0" ---- --�-- �:----------- i:-----------}---------�� i i 1 1 I lr LJ LJ LJ `r --1-------- ----------------------------------------- L------------ EXISTING SEAWALL CAP TO BE REMOVED AS REQUIRED TO I FORM AND POUR NEW CAP 106.36' rn EXISTING CONDITIONS AND DEMOLITION PLAN N SIN/ 3/32" = V-0. PROPOSE[ REPAIR FO ANN ALVAREZ' AUG 17 Z021 1400 NORTH 101 STREET MIAMI SHORE FLORIDA n (—,,P CONSULTING ENGINEER: J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 .. V �S, = rr+ o OFFICE: 305 986 70;P' FAX: 305 253 4455 jsheing@gmail.com EL. +5.00' NGVD T.O. EXISTING CAP EL. +1.75' NGVD MHW EXISTING SEAWALL PANELS AND T-PILES TO REMAIN OILEL. -0.75' NGVD MLW lj'ECT O OhA i 1 J l.. A?-40 ES Af D li 11E EXISTING SEAWALL SECTION 1 /4" = 1'-0„ Y U O 0 0 a ,m Qr L 0 0 a 'LL cWn 111 (6 cr_ m 2 oLr ¢z._ cr a..cc Q�� u) E CC N Lo U W o '� W �E (o Z oM a @ o 0 o g' z cl) ce .a) W V Ul W - Z aZcl W M JOao ZnO,- (/ / UJ `�`^: _J°r cn L. T' � N 0 � cm Z Q w Uir -5a A-1 1 OF 4 • • e ••s • e e . P e • P• P P r • • " e• P f f P P P P P P P P ! P P P P P P P ! P P PPn P ! P n P t t PP n n n nP PPn Pn PE • WURALIRESOHRCES DIVISION 1!01ARY APPROVAL NAME Nicole Alvarado DATE: 07/29/2021 32'-0" 10'-0" TYP. NEW 1 "X5" AZEK COM SITE DECKING WITH (2) VO SS SCREWS AT EACH CONNEC N, TYP. - --- O /E8TS 15" O.C. 0 12 SIMPSON SS 6—R4) W/ 12 B, TYP.SEAWALL CAP 7 0 A � FAI A (13) NEW 12"X12" CONCRETE s BATTER PILES, TYP. '-2" 8'-6" TYP. 30'-0" m PROPOSED DOCK AND SEAWALL REPAIR PLAN N"�U 1/8" = 1'-0" BISCAYNE BAY 44.36' (8) NEW DOCK 12" CCA LES, P. INSTALL NIGHT TIME REFLECT S ON ALL MOORING PILES NEW 3"X12" BEAM W/ 2 4" HDG BOLTS AT EACH PILE CONNECTION, 0 in -- THIS ROW OF PILES TO BE INSTALLED BELOW DECK C--- NEW 4"X12" BLOCK W/ (2) J" S.S. RED HEADS INTO CAP (7" MIN. EMBEDMENT) ALIGNED W/ EACH PILE, TYP. 2.18' f Y 0 O 0 0 .� �a T 'L 0 U- 00 w�4) (1) J O aQ Qo.E ccw ¢� n. cc (n E LL CV to U W o 'n -' W (0to �m Z 0)aU 0 aUs' M Z MM W & N W iD Z a ZcrM M .~_1 0¢0 Z0 =�U00 - O ZIt¢ U �r5aW. A-2 20F4 . . ... . . . ... • e • eee s • e e s N ae r a e se r e e e r e s N f. e • N N fl MIN. 3" CONCRETE COVERAGE FOR STEEL REI.NFORCEVEN)' 3 -6" NEW CONCRETE SEAWALL CAP - SECTION AA 1 /2" = 11-0" 1 '\�9 " #3 CLOSED HOOP @12" O.C. (SPACED @ 6" O.C. AT EACH PILE), TYP. OMLEL. +7.00' NGVD T.O. NEW CAP B (12) #5 CONTINUOUS BARS AS ILLUSTRATED, TYP. o kEL. +5.00' NGVD T.O. EXISTING CAP ---- --'-'— #6 DOWELS SET IN EPDXY (12" EMBEDMENT INTO PILE) — #5 DOWEL @16" O.C. SET IN EPDXY, TYP (13) NEW 12"X12" CONCRETE BATTER PILES OILEL. +1.75' NGVD M H W EXISTING T-PILES TO REMAIN \ 12" EL. -0.75' NGVD MLW ,oS E.F'/r ti'" w. 6 f RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Nicole Alvarado DATE 07/29/2027 �12"X`12" BATTER PILE BEYOND TYP. 01 6" 6"' le 6" 6' ' 6" 6" SECTION BB 1 /2° = 1 I-0" #3 STIRRUP HOOP, TYPICAL SEAWALL BELOW #5 BAR CONTINUOUS, TYPICAL 9 ,r9,� M M C .s �i c Cz C 2 O O C U 2 N s `° E N -C 8 E=2•- 0p O o3 o N r.�„ o- w U Urnma Y U O o 0 r i 0 0 Q Y L W jL co J O � O9; ¢z._ a¢ ZoE a� ¢'� (n E IT- a in U W g�,.z W �Ln �E z 0)N� Z "' C0 r W 6cz w� Z az� co jOQa J Z ^ o r z W�LL� o z�a* U i 2a A-3 3OF4 INTO CONCRETE (7" DECKING WITH (2) #10X2�" SS MIN. EMBEDMENT), TY�-! e. :sck WS AT EACH CONNECTION NEW SEAWP,LL ;;P NEW 3"X12" PILING BEAM, TYP. SECTION BB 1/2" = 1'-011 G co T — RER • NATURAL RESOURCES DIVISION .� PRELIMINARY APPROVAL NAME Nicole Alvarado (2; " HDG THRU-BOLTS, TYP. DATE 07/29/2021 —` �— 4"X 12" P.T. BLOCK COPPER CAP 1 "X2" P.T. PILE TRIM - NEW CONCRETE CAP NIGHT TIME REFLECTOR, TYP. ON ALL PILES " SS RED HEADS 30" O.C. `-- NEW 1 "X5" AZEK COMPOSITE DECKING WITH (2) # 10X21" SS NEW 3"X8" JOISTS �, SCREWS AT EACH CONNECTION D —1 © 15" O.C., TYP. —� EL. +7.00' NGVD T.O. NEW CAP -- - 0 ° — ° ° ° NEW 3"X12" PILING BEAM 4"X6"X4" ALUMINUM ANGLE (2) HDG THRU-BOLTS, TYP. D W/(2) J" SS LAGS AT ALL BEAM/PILE CONNECTIONS, TYP. 1 "X12" LTS12 SIMPSON SS PROVIDE ROOFING FELT MATERIAL STRAPS (FL10456-R4) W/ 12 w BETWEEN ALUM. AND WOOD PILE SS 10dX14" T&B, TYP. z 0.z Q 4"X12" BLOCK W/ (2) J" SS Q w RED HEADS INTO CONCRETE (7" MIN. EMBEDMENT), TYP. jgkEL. +1.75' NGVD Q MHW Ln z Q — ---- (13) NEW BATTER PILES _U (8) NEW 12" CCA DOCK PILE 5 a: - EXISTING T-PILES TO REMAIN -.---- -- I TO REMAIN THIS ROW OF PILES TO BE INSTALLED BELOW DECK EL. 0.75' NGVD_ MLW co r Y N L N U C c cz >` Z5 2.2 c C U � V/ N C L c E m u'u o mod w 0 ? 1? Y U O 0h U Y Q J co r V Q p ::ir N h vi 0 Q L 0 U J O cn aO.Q zo•E O Lu z a¢ LL W N In U o,n-- W Z coc)E 0) cm @) 0 0 0os Z ct) M N W Orly wjNo Z az; J 0 OU-)cc r (n w co O It z U ra A-4 SECTION AA 1/2" = 1'-011 4OF4 GENERALLEGEND LEGAL DESCRIPTION: A/C = AIR CONDITIONER AF = ALUMINUM FENCE BCR = BROWARD COUNTY RECORDS BM =BENCHMARK CB = CATCH BASIN CME = CANAL MAINTENANCE EASEMENT C/L = CENTERLINE CLF = CHAIN LINK FENCE CBS = CONCRETE BLOCK STRUCTURE CHATT=CHATTAHOOCHEE CONC =CONCRETE CO = CLEAN OUT D = DELTA (CENTRAL ANGLE) DE = DRAINAGE EASEMENT E = EAST -EB = ELECTRIC BOX ELE = ELEVATION X 0.00' = ELEVATION EOP = EDGE OF PAVEMENT EOW = EDGE OF WATER 'FF = FINISHED FLOOR FDH = FOUND DRILLHOLE FH = FIRE HYDRANT FIN = FOUND NAIL FIND =FOUND IR = IRON ROD FN&D = FOUND NAIL & DISC INV = INVERT L = ARC LENGTH LP = LIGHT POLE LIME = LAKE MAINTENANCE EASEMENT N = NORTH NO ID = NO IDENTITY MF = METAL FENCE MH = MAN HOLE OH =OVERHEAD CABLES OR = OFFICIAL RECORD BOOK O/S = OFFSET PB = PLAT BOOK PBCR = PALM BEACH COUNTY RECORDS PC = POINT OF CURVATURE PG = PAGE PL = PLANTER POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PP = POOL PUMP P&M = PLAT AND MEASURED PVCF = POLYVINYL CHLORIDE FENCE R = RADIUS RAN = RIGHT OF WAY S = SOUTH S/W = SIDEWALK SIR = SET'IRON ROD #6677 SND = SET NAIL & DISC TYP = TYPICAL UE = UTILITY EASEMENT W = WEST _WF = WOOD FENCE WM = WATER METER WV = WATER VALVE bvEr�A6Z�BE�T6Fq PO INYL C ORIDE FENCE (PVCF) CHAIN 6WK FENCE (CLF) WOOYFENCE (\4K) M AL FENC (MF) ° DEGREE SYMBOL aWATER METER 0 LIGHT POLE O AT&T BOX C-()''' UTILITY POLE e • ••• • • • e•e • • • • • • • • • • • • ••• • • • • ••• BOUNDARY SURVEY PROPERTY ADDRESS: 1400 NE 101st STREET, MIAMI SHORES, FL. 33138 e e e ee up. Co L0 oo d c- OS°31'17'� E N 05°29100" W REMAINDER OF LOT 4, BLOCK M "o`er O L0 Lo N J O 11 � 0 FLOOD ZONE DATA: DATE OF SURVEY: SCALE: 1" = 20' ZONE: VE 11 FIELD LOCATION OF IMPROVEMENTS 1 12/09/2018 1 CADD: LJ COMMUNITY M 120652 UPDATED SURVEY 10/13/2020 CHECKED BY: EWD PANEL & SUFFIX: 0306 L INVOICE #: 20- 53320 DATE OF FIRM: 9/11/2009 1 SHEET # 1 OF 1 cn C]��l - LLO O\\\ O c Q < < m 11 Lid Jbpw, d'' Z NLo \` CO Cfl` N l -2.\\\\\ (V � ZO LL LOT 3, BLOCK 1, OF "MIAMI SHORES BAY PARK ESTATES", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, PAGE 83, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND THE FOLLOWING DESCRIBED PORTION OF LOT 4 OF SAID BLOCK 1: BEGIN AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN SOUTH 08031'17" EAST, ALONG THE WESTERLY LINE OF SAID LOT 4,137.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4; THENCE RUN EASTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING FOR ITS ELEMENTS A RADIUS OF 2165.40 FEET AND A CENTRAL ANGLE OF 00°15'53" FOR 10.00 FEET; SAID CIRCULAR CURVE BEING THE SOUTHERLY LINE OF SAID LOT 4; THENCE RUN NORTH 08°31'17" WEST, PARALLEL TO AND 10.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID LOT 4 FOR 135.22 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 4, SAID NORTHERLY LINE BEING A CIRCULAR CURVE; THENCE RUN WESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING FOR ITS ELEMENTS A RADIUS OF 648.66 FEET AND A CENTRAL ANGLE OF 00°53'44" FOR 10.14 FEET TO THE POINT OF BEGINNING. CERTIFICATIONS: GLADYS COIA ANNA ALVEREZ SURVEYORS NOTES: (1.) BEARINGS AS SHOWN ARE REFERENCE TO THE WEST LINE OF LOT 3 AS DEPICTED ON THE RECORD PLAT. (REFERENCE BEARING-N 05°29'00" W) (2.) LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERWISE NOTED. (3.) NO UNDERGROUND IMPROVEMENTS LOCATED EXCEPT AS SHOWN. (4.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT THEREFOR THE ONLY SURVEY MATTERS SHOWN ARE PER THE RECORD PLAT. THERE MAY BE ADDITIONAL MATTERS OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PUBLIC RECORDS OF THE CORRESPONDING COUNTY OF RECORD. (5.) THIS SURVEY IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. (6.) THERE MAY BE EXISTING RECORDED EASEMENTS CONTAINED IN THE PUBLIC RECORDS NOT DEPICTED HEREON THAT ONLY A THOROUGH TITLE SEARCH WOULD UNCOVER. (7.) SURVEY PURPOSE FOR DOCK REPAIRS. (8.) ELEVATIONS (IF SHOWN) ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UNLESS OTHERWISE NOTES. BENCHMARK REFERENCE: MIAMI-DADE COUNTY BENCHMARK # B-26 RA, ELEVATION = 17.23' (NGVD 1929) THIS SURVEYS MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER FLORIDA ADMINISTRATIVE CODE ERNEST W DUNCAN PSM.,STA.TE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER LS 5182 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ALL COUNTY SURVEYORS S R YOI A OP RS LICENSE NO. 6677.__._.,_:; OFFICE: (954) 777-4747 , FAX: (954) 777-2707 5400 SOUTH UNIVERSITY DRIVE DAVIE, FLORIDA 33328 SUITE 216