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WSW-10-424-- 1)1W3n TAR 0 3 LO1EJ: gil IX: BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) John Kealy Owner's Address 1431 NE 102 Street City Miami Shores Village state Florida Zip 33138 Tenant/Lessee Name Job Address (where the work is being done) 1431 NE 102 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 3205- 024 -0180 Is Building Historically Designated YES 1 1 NO Contractor's Company Name Southeast Marine Construction Contractor's Address 404 NE 38th Street City Oakland Park Qualifier Name Douglas McDonald State Certificate or Registration No. CGC060467 Value of Work For this Permit $ 75,000 ` 4) Submittal Fee $ 5 0.00 Permit Fee $ qlt2, Notary $ Training/Education Fee $ 1 • Scanning $ `O.00 Bond $ Structural Review. $66. N Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Code Enforcement $ S tate FL Architect/Engineer's Name (if applicable) John Omslaer, PE 52733 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * ** Radon $ DPBR $ Master Permit No. Phone # Phone # Double Fee $ Permi* N ^. S\N k 0 - 42.E S - E - -g21-1a11 Phone # 954-630 -2300 Zip 33334 Phone # 954-630 -2300 Certificate of Competency No. Phone # 954-545 -1740 Square / Linear Footage Of Work: 220 LF Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Seawall replacement in the same footprint as the existing seawall ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ '�J J/C��O /CC,/C�� Technology Fee $ (oO - f. J Zoning $ Total Fee Now Due $ )g-10 See Reverse side -� I nspection Number: INSP - 154018 Permit Number: WSW -3- 10-424 I Inspection Date: December 14, 2010 Inspector: Bruhn, Norman Owner: KEALY, JOHN Job Address: 1431 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: SOUTHEAST MARINE CONSTRUCTION INC Building Department Comments December 14, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Retaining Walls/Seawalls Inspection Type: Final Work Classification: Seawall e is )L onium Phone Number cel Number 1132050240180 Phone: (954)630 -2300 Page 1 of 1 Passe i /�_ �✓� Inspector Comments CREATED AS REINSPECTION FOR INSP- 153880. CREATED AS REINSPECTO I CREATED AS REINSPECTION FOR INSP- 138092 ION NEE F R D D ERM FINAL NSP- 145770. JR. DERM FINAL OK NEED ENGINEER INSPECTION REPORTS FOR PILES AND PRECAST WALLS. NB letter attached. e(----- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 154018 Permit Number: WSW -3- 10-424 I Inspection Date: December 14, 2010 Inspector: Bruhn, Norman Owner: KEALY, JOHN Job Address: 1431 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: SOUTHEAST MARINE CONSTRUCTION INC Building Department Comments December 14, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Retaining Walls/Seawalls Inspection Type: Final Work Classification: Seawall e is )L onium Phone Number cel Number 1132050240180 Phone: (954)630 -2300 Page 1 of 1 Dynamic Engineering Solutions, Inc. December 8, 2010 TO: City of Miami Shores Building Department Re: WSW -3- 10-424 Kealy Residence 1431 NE 102 Street Miami Shores, FL Dear Building Official: EB # 26829 950 N Federal Hwy, Suite 212 Pompano Beach, FL 33062 Phone 954-545-1740 The seawall panel reinforcing steel has been substantially completed in accordance with the approved plans and permit documents. In addition, the pilings have been substantially placed in accordance with the approved plans and specifications. Should you have any questions or need any additional information, do not hesitate to contact me. John Onnfslaer, P.E. P.E. Number. 52733 Dynamic Engineering Solutions, Inc. December 8, 2010 TO: City of Miami Shores Building Department Re: WSW -3-10 -424 Kealy Residence 1431 NE 102 Street Miami Shores, FL Dear Building Official: John O slaer, P.E. P.E. umber. 52733 EB # 26829 950 N Federal Hwy, Suite 212 Pompano Beach, FL 33062 Phone 954 - 545 -1740 The seawall panel reinforcing steel has been substantially completed in accordance with the approved plans and permit documents. In addition, the pilings have been substantially placed in accordance with the approved plans and specifications. Should you have any questions or need any additional information, do not hesitate to contact me. Inspection Number: INSP - 138092 Scheduled Inspection Date: June 08, 2010 Inspector: Rodriguez, Jorge Owner: KEALY, JOHN Job Address: 1431 NE 102 Street Project: <NONE> Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SOUTHEAST MARINE CONSTRUCTION INC Building Department Comments June 07, 2010 For Inspections please call: (305)762 -4949 Permit Number: WSW -3- 10-424 Permit Type: Retaining Walls /Seawalls Inspection Type: Final Work Classification: Seawall Phone Number Parcel Number 1132050240180 Phone: (954)630 -2300 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 5 of 20 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged The foregoing instrument was acknowledged before me this 7/ day of itt) , 20 %D, by jb who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this day of JO'L) , 20 lb by who is personally known to me or who has s roduced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MY COMMISSION # DD786371 of xdo EXPIRES: June 28, 2012 * * * *s ry 6d4 t, rr * * * * * * * * * * * * * * * * * * * * * * ** My Commission Expires: X13. 3 /2/» er A/ 00l1613A6 i 6;SR.* MY COMMISSION # DD786371 c T EXPIRES: June 28, 2012 Fl. Notary Discount Assoc. Co. Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.V IS ` \ 1 0142141 FOLIO NO. 11-3205-024-0180 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1431 NE 102 Street, Miami Shores, FL 33138 MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 22 BLK 1 2. Description of improvement: seawall repair 3. Owner(s) name and address: John Kealy 1431 NE 102 Street, Miami Shores, FL 33138 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address Southeast Marine Construction 404 NE 38th Street, Oakland Park, FL 33334 1111111111111011111111111111110111 CFN 2010R0040673 DR i?I: 27155 Ps 3257; (1130 RECORDED 01/21/2010 12:2E:00 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons with 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, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) dt""' 4/ 1 ® cep n C. nSv i4 Signature of Ow (40 1 Lo f vf-4 34O n �re�- A,It 3' 1 s c�rza Grbie -S 13 Print Owner's Name John Kealy Prepared by - Swom to and subs . -;bed before me this 01 / day of -71/fr Public Print Notary's Name My commission expires: (seal) MY COMMISSION # D0786 71 EXPIRES: lime , 20 to . :Y PERIOD INDICATED. NOTWITHSTANDING HIS CERTIFICATE MAY BE ISSUED OR EXCLUSIONS AND CONDITIONS OF SUCH N L1Mrrs EACH OCCURRENCE $1,001000 DAMAGE TO RENTED -ESEMISFS (Fn mammy y 550,000 MED EXP (Any one person) 3$,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS • COMP/OP AGG $2,000,000 COMBINED SINGLE LIMIT (EB accident) 3 500 ,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) B PROPERTY DAMAGE (Pnr eceldent) $ AUTO ONLY - EA AcCIDENT 3 OTHER THAN EA ACC $ AUTO ONLY; AGG 3 EACH OCCURRENCE $ AGGREGATE $ $ 3 3 7 X I T I IM�I. s I I li E r r E,L. EACH ACCIDENT $500,000 E,L DISEASE • EA EMPLOYEE $500,000 $500,000 E,L. DISEASE - POLICY UMrr PRODUCER Richard T. Thorogood Bateman, Gordon & Sands, Inc. P.O. Box 1270 Pc no Beach, FL 33081 INSURED COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLI ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH T MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM$, VSR AQD2 Tla INSRC A ACORD. CERTIFICATE OF Southeast Marine Construction, Inc 404 NE 38th Street; #D Fort Lauderdale, FL 33334 TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE E OCCUR X BI /PD Dad :5,000 GENL AGGREGATE UMTT APPLIES PER; POLICY n !' n LOC AUTOMOBILE uABILI TY ANY AUTO ALL OWNED AUTOS X SCHEDULED AUTOS X HIRED AUTOS NON.OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS/UMBRELLA LIABILITY OCCUR n CLAIMS MADE DEDUCTIBLE RETENTION $ WORT ERB COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNEI 7C:CUTIVE OFFICER/MEMBER EXCLUDED? it yen, describe wider SPECIAL P OV S ONE below OTHER °_RTIFICATE HOLDER City of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 -2304 E102009 061368042 POLICY NUMBER WC00271522701 :ORD 25 (2001/08) 1 of 2 #8276522/M276422 LIABILITY INSURANCE THIS CER11HCATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOTAMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: National Union Flre Insurance C INSURER B: Maryl*lnd Casualty Company INSURER Or Progressive Casualty INSURER D; INSURER E: POLICY EFFE IVE D • ; ?a il/DD 01/01/10 01/04/10 01/01/10 ISCRIPTION OF OPERATION$ I LOCATIONS / VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROV1sIDNS EVISED CERTIFICATE: Supersedes all others previously issued. POLICY IMMIDD[YY 01/01/11 01/04/11 01/o1111 CANCELLATION 10 Da AUTHORILED REPRESENTATIVE ELC Or rvon-P ment DATE (MMIDb/YYYY) 1/08/2010 NAIC # SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD CORPORATION 1988 1VI iam Shores Village Building Department 10050 N.E,2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA A BUILDING CODE i (Vve) have been reteined by —5 J 1 i'� 'T l to perform special inspector services under the Florida Building Code at the tea- a 0..r project on the below listed structures as of (date). i am a registered arc itect or professions engineer licensed in the State of Florida. PROCESS NUMBERS: DATE: Created on 61012009 N SPECIAL INSPECTOR FOR PILING, FBC 1622.1.20 (R4404.5 1.20:i SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319 17.2.4.2 (R4409.6 17,24.2', • SPECIAL INSPECTOR FOR REINFORCED MASONRY. FBC 2122 4 (R4407,5.4) • SPECIAL INSPECTOR FOR STEEL CONNECTIONS. FBC 2218.2 (R4408.5.21 SPECIAL INSPECTOR FOR SOIL COMPACTION. FBC 1820.3.1 (R4404.4.3,1) • SPECIAL. INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9 SPECIAL INSPECTOR POR Note: Only the marked boxes apply. The foltawiriaaal employed by I l-ar me are authorized representatives to perform inspection* 1. 2, 3. 4, * Special Inspectors utilizing authohzed representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the 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 from an architectural education program. successful completion of the NCEES Fundamental Examination: or registration as building inspector or general contractor. I. (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services I. (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 Villaoe Buildi . se artmnt Inspector All mandaton,oespecti ns_as-rP,o ed_b he -FIB Building Code. must be performed by the County. The Village building inspections must be called for on ail mandatory inspections. 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 the work under each Building Permit I will submit to the Building Inspector at the tim final inspection the completed inspection log form and a sealed statement indicating that to the bes my knowledge and professional judgment those portions of the project outlined above meet the intent of t orid Buildin• +e and are in substantial accordance with the approved plans. Signed and Sealed . Engineer /Architect Name Dynamic rngineering Sol John H. Omslaer,PE5 95014.Fe.em "• ' ' Pompano Beach. F mwrrn Address 3062 Phone No. RECEIPT PERMIT it W 1 —39:7 DATE: [ 5 72 L C C94-03 Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address I 'L v 102 -- 5 PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. � 13-- - Acknowledged by: Cliegt: Southeast Marine Construction Site: 1431 NE 102 Street Ref. kealy Page: 1 Date: 1.14.10 Sheet: 12x12 Batter Tessure: Rankine Toe: Fixed Earth Support Waler 5.00 ft Ai* * • * • • • • 0 f4: a? 0 1-- • 1.m ft, pqnse Fine - s.: . 0 0 • 40 21.11 ft • • • • Dynamic Engineering SpltitiQrts; John I-1. Omslaer, PE# 52733, EB #26829 950 N. Fed. Hwy., Suite 212 Pompano Bch, FL • • • • • • • • • • • • • • • • • • • • • • • o..• • db • • ••• • • • ••• • • .Dense Fine Sand SPW911, v2.00 0.00 if 3.CtO ft 21.11 ft 2001, Pile Buda% inc Email: Edlebud@pilebuckmam wempllettakcarn Ma** d (ft) o 394.7 psf 11.50 O 5450.9ftlb/ft 7.55 Cliegt: Southeast Marine Construction Site: 1431 NE 102 Street Ref. kealy Page: 1 Date: 1.14.10 Sheet: 12x12 Batter Tessure: Rankine Toe: Fixed Earth Support Waler 5.00 ft Ai* * • * • • • • 0 f4: a? 0 1-- • 1.m ft, pqnse Fine - s.: . 0 0 • 40 21.11 ft • • • • Dynamic Engineering SpltitiQrts; John I-1. Omslaer, PE# 52733, EB #26829 950 N. Fed. Hwy., Suite 212 Pompano Bch, FL • • • • • • • • • • • • • • • • • • • • • • • o..• • db • • ••• • • • ••• • • .Dense Fine Sand SPW911, v2.00 0.00 if 3.CtO ft 21.11 ft 2001, Pile Buda% inc Email: Edlebud@pilebuckmam wempllettakcarn Depth(ft)S°1 i Name . y' pcfl tpsfl Maximum Benditg ( °) S ( °) Pile Sheet Name 1 (in E (psi). ` Z (in /ft) f (psi) Moment (ftlb/ft) Upstand (ft) Toe (ft) Length (ft) 12x12 Batter 1728.00 3.04E +07 288.00 0.0 47950.0 0.00 9.61 21.11 Depth(ft)S°1 i Name . y' pcfl tpsfl C a (Ps f) ( °) S ( °) ' Ka Kac KR K pc 0.00 Dense Fine Sand 118.37 68.73 0.0 0.0 35.0 0.0 0.27 0.00 3.69 0.00 Client: Southeast Marine Construction Site: 1431 NE 102 Street Ref. kealy Page: 2 Date: 1.14.10 Sheet: 12x12 Batter 'ressure: Rankine Toe: Fixed Earth Support Depth Of Excavation = 11.50 ft Surcharge = 60.0 psf Soil Profile Input Data Depth Of Active Water = 3.00 ft Depth Of Passive Water = 5.00 ft Sheet Load Model: Area Distribution Supports •• • • • • • • • • • • • • • • • • •• • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • Dynamic Engineering S3 • 1utionss }rrc: : • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Solution Maxima a m o o'= a� rn' g O N " co iT - tui UI Oil i O 7 d U ce. cc cm e al m Z 950 N. Fed. Hwy., Suite 212 Pbnpano Bch, FL John H Onslaer, PE# 52733, EB #26829 Water Density = 62.43 pcf Minimum Fluid Density = 31.82 pcf SPW911, v2.00 WI © 2101, Pile eucl®, Inc. Email: piletuclepileI ckcom Web: wmv.pilebuckcom Maximum Depth Bending Moment Pressure Shear Force 5450.9ftlb/ft 394.7psf 1738.91b/ft 7.55 ft 11.50ft 13.17 ft Client: Southeast Marine Construction Site: 1431 NE 102 Street Ref. kealy Page: 2 Date: 1.14.10 Sheet: 12x12 Batter 'ressure: Rankine Toe: Fixed Earth Support Depth Of Excavation = 11.50 ft Surcharge = 60.0 psf Soil Profile Input Data Depth Of Active Water = 3.00 ft Depth Of Passive Water = 5.00 ft Sheet Load Model: Area Distribution Supports •• • • • • • • • • • • • • • • • • •• • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • Dynamic Engineering S3 • 1utionss }rrc: : • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Solution Maxima a m o o'= a� rn' g O N " co iT - tui UI Oil i O 7 d U ce. cc cm e al m Z 950 N. Fed. Hwy., Suite 212 Pbnpano Bch, FL John H Onslaer, PE# 52733, EB #26829 Water Density = 62.43 pcf Minimum Fluid Density = 31.82 pcf SPW911, v2.00 WI © 2101, Pile eucl®, Inc. Email: piletuclepileI ckcom Web: wmv.pilebuckcom Linear Depth (ft) Type Load (lb /ft) 1.00 Waler 1344.5 Client: Southeast Marine Construction Site: 1431 NE 102 Street Ref. kealy Page: 2 Date: 1.14.10 Sheet: 12x12 Batter 'ressure: Rankine Toe: Fixed Earth Support Depth Of Excavation = 11.50 ft Surcharge = 60.0 psf Soil Profile Input Data Depth Of Active Water = 3.00 ft Depth Of Passive Water = 5.00 ft Sheet Load Model: Area Distribution Supports •• • • • • • • • • • • • • • • • • •• • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • Dynamic Engineering S3 • 1utionss }rrc: : • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Solution Maxima a m o o'= a� rn' g O N " co iT - tui UI Oil i O 7 d U ce. cc cm e al m Z 950 N. Fed. Hwy., Suite 212 Pbnpano Bch, FL John H Onslaer, PE# 52733, EB #26829 Water Density = 62.43 pcf Minimum Fluid Density = 31.82 pcf SPW911, v2.00 WI © 2101, Pile eucl®, Inc. Email: piletuclepileI ckcom Web: wmv.pilebuckcom depth (ft) P (ps0 ;, M .(ftll D n) F (lb/ft) depth (ft) P (pst ) h (ftlk ) n) F (Ib/ft) depth (ft) P (psI M (ftlb /ft) D (in) F (It/ft) 0.00 16.2 0.0 0.0 0.6 7.10 313.1 -54 -144.7 14.20 -242.9 1737.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 C ci C7 0 0 0 0 0 0 0 CI O O O O co co O O O O O O O O O O O O O O b ci G G 1611.3 0.19 22.4 0.4 0.0 4.1 7,28 316.7 -54 -83.7 14.38 -284.3 2016.1 1564.6 0.37 28.6 1.7 0.0 9.0 7.47 320.0 -54 -27.7 14.57 -329.7 2312.6 1504.8 0.56 34.2 3.8 0.0 14.6 7.66 323.6 -5448.7 34.6 14.76 -371.1 2571.4 1442.8 0.75 40.4 7.4 0.0 21.9 7.85 327.2 -5435.4 97.6 14.94 -416.6 2842.6 1366.2 0.93 46.6 12.5 0.0 30.3 8.03 330.4 -5412.6 155.4 15.13 -462.1 3098.1 1280.8 1.12 52.2 -170.5 0.0 - 1305.4 8.22 334.0 -5375.8 219.7 15.32 -503.4 3315.2 1195.5 1.31 58.4 0.0 - 1294.7 8,41 337.3 -5331.4 278.8 15.50 -548.9 3535.9 1093.3 1.49 64.0 -648.7 0.0 - 1283.9 8.59 340.9 -5270.6 344.5 15.69 -594.4 3735.9 982.3 1.68 70.2 -895.7 0.0 - 1270.8 ' 8.78 344.5 -5196.9 410.8 15.88 -635.7 3898.3 873.8 1.87 76.4 -1140.1 0.0 - 1256.6. 8.97 347.7 -5118.8 471.7 16.06 -681.2 4054.0 746.0 2.05 82.0 -1359.8 0.0 - 1242.6 9.15 351.3 -5020.4 539.4 16.25 -722.5 4173.3 622.1 2.24 88.2 -1598.5 0.0 - 1226.1 9.34 354.6 -49 601.5 16.44. -768.0 4278.6 477.5 2.43 94.3 -1833.9 0.0 - 1208.4 9.53 358.2 -47 0.5 16.61i -813.5 4354.9 324.1 2.62 100.0 -2044.8 0.0 - 1191.3 9.71 361.8 -4658.8 iii1.1 16 81' -854.8 4397.8 177.1 2.80 106.1 -2; 0.0 - 1171.3 9,90 365.0 -4E .1 17.00 - 900.3 4414.2 6.9 2.99 111.8 -2' 0.0 - 1152.1 10,09 368.6 -4 5.1 17 3 8 941.7 4391.9 -73.6 3.18 127.0 -21 0.0 - 1128.9 10,27 372.2 41 .8 :• 17.374 987.2 4315.8 -154.8 3.36 142.6 -2! 0.0 - 1102.7 10.46 375.5 -4C 1 .6 17..203 4190.9 -227.2 3.55 156.9 -3105.1 0.0 - 1076.2 10.65 379.1 -3806.0 O .6 17.'o „ .074.0 4039.5 -285.3 3.74 172.5 -3; 0.0 - 1044.2 10.83 382.3 -3E 6 Cg 17.43 a 119.5 3836.8 -340.9 3.92 188.2 -3508.4 0.0 - 1009.2 11.02 385.9 -33 ' , .0 1842i - 1164.9 3601.5 -387.7 4.11 202.5 -3682.6 0.0 -974.7 11,21, 389.5 -31 F 18.g1fr - 1206.3 3364.1 -422.5 4.30 218.1 -3866.9 0.0 -933.9 11.39 392.8 -2896.7 % ! .9 18.4q§ F A - 1251.8 3082.3 -452.5 4.48 232.4 -4027.4 0.0 -894.1 11,58 373.1 -2623.4 1446.1 18.68L1293.1 2812.0 -472.1 4.67 248.0 -4195.5 0.0 -847.5 11.77 327.7 -2336.4 1513.5 18.87 - 1338.6 2504.4 -485.3 4.86 263.7 -4354.3 0.0 -797.8 11.95 286.3 -2064.9 1567.1 19.05 - 1384.1 2191.3 -489.7 5.04 275.0 -4490.0 0.0 -750.2 12.14 240.8 -1756.2 1617.7 19.24 - 1425.4 1906.9 -486.0 5.23 278.5 -4629.5 0.0 -696.6 12.33 199.5 -1467.8 1656.0 19.43 - 1470.9 1599.3 -473.6 5.42 281.8 -4747.3 0.0 -647.3 12.52 154.0 -1143.7 1689.8 19.61 - 1516.4 1302.7 -452.3 5.60 285.4 -4866.8 0.0 -592.4 12.70 108.5 -814.0 1714.8 19.80 - 1557.7 1047.4 -425.4 5.79 289.0 -41 ' :.l ; -53 4 :iztlit 67.2 -510.8 1729.9 19.99 - 1603.2 787.6 -387.4 5.98 292.3 -506e.p .37.4': -4 353 . :1 Q8 21.7 -175.0 1738.1 20.17 - 1644.6 575.1 -345.2 6.16 295.8 -5' • 20.11 • :-.4 7 :13,28' -19.6 130.8 1737.9 20.36 i - 1690.0 372.5 -290.4 6, 05 299.4 -5. 0.0 -371.1 13.45 -65.1 4 1729.3 20.55 - 1735.5 208.2 -226.7 6.54 302.7 -52V0.0,,, 0.0 • -311).1 13.64 • -110.6 799.2 1711.9 20.73 - 1776.9 96.8 -161.2 6.72 306.3 -5 j° .4 ; 04 • - 49v ;138 :-152.0 1098.2 1688.5 20.92 - 1822.4 21.1 -80.8 6.91 309.6 -5384.7 :. b.4' -251 ' 01 : -197.4 1421.4 1654.3 21.11 - 1863.7 0.0 0.0 Client: Southeast Marine Construction Site: 1431 NE 102 Street Ref: kealy Page: 4 Date: 1.14.10 Sheet: 12x12 Batter ressure: Rankine Toe: Fixed Earth Support Dynamic Engineering Si'1i3tictra,I'r �.= 950 N. Fed. Hwy., Suite 212 Pompano Etch, Ft 3 • • John H. Ortslaer, PE# 52733, EB #26829 • • • • • • • • • • • •• •• • • • •• •• ••• • • a_ ..• • • SPW911, v2.00 CO 2001. Pile Bede, Inc. Email: pilebuck pilebuckcam Web: wmw.p ilebuekcom Specific Data Type of Pile fcCap fcPile fsSteel flu - Stfugilsof St,anccs : ••• Number of Startle ••••41.- Ares f'ei utrand. • b - pile size ••••St- Slop0j0f1Jatter •••••• . ":A'spiral' Area of Tid • s Tie Sp grog • •••• ••••ppi - undejstrength •.•. ••• RATIONAL ANALYSIS - BATTER PILES 119 - Moiierit from Slat.1. R - Reactiorr Sheet.1 S- Pile • • MMAX =' 000 P =RxS /1000= 12.77 kips CHECK PILE CAPACITY BATTER PILE IN COMPRESSION theta = atan(sI) = 71.56 degrees FC = P / ( cos(theta)) = 41.32 kips = we - Cap Width dwc - Dist to Fiber - Width h - Cap Depth dh - Dist. to Fiber - Depth Steel Spacing "s" = feet in feet in feet 12x12 Concrete w/ 4- 7/16" Lo -Lax Strands 5000.00 psi 6000.00 psi 60000.00 psi, ASTM grade 60 270000 psi 4 0.12 inA2 12 in 1 to 3 0.05 inA2 8 in 0.85 51.78 kip ft/ft 20.66 ton Driven to 25 Ton Capacity RECEIVED MAR 16 2010 DERM CoLsot Ke Natural Resources Reguiauon a Roratic,i Division (NRRRD) John H. Omslaer, P.E. FL License #52733 / EB # 26829 Dynamic Engineering Solutions, Inc. 950 N Fed. Hwy., Suite 212 Pompano Beach, FL 33062 RATIONAL ANALYSIS - KING AND BATTER PILES Residence : Kealy Location : 1431 NE 102 Street Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 1/14/10 Specific Data Type of Pile 12x12 Concrete w/ 4- 7/16" Lo-Lax Strands fcCap 5000.00 psi fcPile 5000.00 psi fsSteel 60000.00 psi, ASTM grade 60 • fgu - Sti,p of Strands 270000 psi : ••• t- Number of Strandg : 4 • • • - Area•per strand: • : 0.12 inA2 •• b - pile site 12 in s1- Siot'.8f Batter• to 3 • • • • phi - Understrenght ea or 0.85 • �- DistancAtio Extrjpp 9 in • 6spiral - Area of Tie 0.05 inA2 • • ••ie.- Tie 6paoigg 8 in • • • • •• • • • "'NIMAXG 2 = 25.89 kips.ft Aps = ANA *of Steel = n x a = 0.48 inA2 Ac = Area of Pile = b ^2 144.00 inA2 CHECK ULTIMATE MOMENT CAPACITY Mu = (.37 x b x Aps x fsu) /12000 = 47.95 kips.ft Mu / MMAX = 1.85 > 1.0 Service Load Factor, O.K. CHECK SHEAR Vc = (2 x (fcPile) ^.5 x b x d) / 1000 = Av = (12/s) * Aspiral = Vu = phi x (Av x (fsSteel) /1000 x d/s + Vc) Ro = MAXIMUM SHEAR = P = 15.27 kips 0.08 inA2 17.29 kips 12.77 kips Vu /Ro = 1.35 > 1.0 W5 SPIRAL TIES @ 8 ", O.K. John H. Omslaer, P.E. FL License #52733 / EB #26829 Dynamic Engineering Solutions, Inc. 950 N Fed. Hwy., Suite 212 Pompano Beach, FL 33062 RECEIVED MAR 16 2010 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 1 • • • RATIONAL ANALYSIS - BEAM CAP DESIGN Residence : Kealy Location : 1431 NE 102 Street Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 1/14/10 Specific Data we - Cap Width dwc - Distance to Extreme Fiber - Width h - Cap Depth dh - Distance to Extreme Fiber - Depth dc - gefgki of Concrete • • spac - FtiTe Spacing .' : fsSteel► . •. fcCap • • • • phiF - IJnderstrengthFaotor for Flexure • •; •phiS - tInderstrength agaotor for Shear • • • •• • • • • • •••• L = gp &c '••••' R1= CAP FORCE =RxL a= b= Mo - Max Moment =RxL "2/10 = Vo - Maximum Shear = R1 Mu - Factored Moment = 1.7 x Mo = Vu - Factored Shear = 1.7 x Vo = CHECK BENDING AS Req'd = M1(4xdwc) Try #5, Area "a" = Spacing "s" = a Is= CHECK SHEAR • .. na na Vc = (phiS x 2 x (fcCap) ^.5 x dwc x h) / 1000 = Vu /phiS - Vc -30.23 < 8 x (fcCap) ^2 x dwc x h = phiS x Vc = 47.40 > Vu = 21.71 2.68 feet 29.00 in 1.33 feet 13.00 in 150.00 Ibf /ftA3 9.50 feet 60000.00 psi, ASTM grade 60 5000.00 psi 0.90 0.85 •... • I ATERArLOADING SIMPLY SUPPORTED WITH POINT LOAD AT CENTER = CAP FORCE R = jemtion Per Linear Ft = 1.34 kips, From Program 9.50 feet 12.77 kips feet feet 12.13 kips.ft 12.77 kips 20.62 kips.ft 21.71 kips 0.18 in "2 / ft 0.31 inA2 1.00 ft 0.31 inA2 /ft> Use min. #5 at 14" o.c. RECEIVED MAR 1 6 2010 GERM Coa i kesou r' � �s j�c5on rces Regulavon & Restora,,;,i, Division (NRRRD) 0.18 AS Req'd 55.76 kips 262.41 kips, O.K. kips Use nominal #3 ties @ 12" #3's at 3" Between Piles John H. Omslaer, P.E. FL License #52733 / EB #26829 Dynamic Engineering Solutions, Inc. 950 N Fed. Hwy., Suite 212 Pompano Beach, FL 33062 `� RATIONAL ANALYSIS - Residence : Kealy Location : 1431 NE 102 Street Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 1/14/10 Specific Data spat - King Pile Spacing 10.00 feet pile - Width of Pile 1.00 feet fcCap 4000.00 psi fcPile 5000.00 psi phiF - Uhtittltrenght Factor for Flexure 0.90 :•••4 Steel •.. 6 • • • 60000.00 psi, ASTM grade 60 • • •• • • f' • Cap • • • • 4000.00 psi .......................... •. dwc - Distance to EUCEtra Fiber in • •• •• •• •• • • • • • • .•• :vmax Amax presser••• ••• lotepth • •••• . •••••• • • •••• •••• • • •,RESIGN M, A SIMMAUPPORTED HORIZONTAL SLAB • • • • • .:..1.= spao.{oile •.' Mo - Ma•Moment = pmax x L "2/8 = CHECK BENDING AS Req'd = M / (4 x dwc) kips/ft^2, per program, worst case ft 9.50 feet 4.45 kips.ft 0.25 inA2 /ft Try #5, Area " 0.31 inA2 Spacing ": 0.75 ft a /s= 0.41 inA2 /ft > Use min. #5 at 12" o.c. 0.25 AS Req'd RECEIVED MAR 16 2010 DERM Coact! Resources Section Natural Resource:, RLy;,,at on & Restoration Dtvisior, John H. Omslaer, P.E. FL License #52733 / EB #9011 Dynamic Engineering Solutions, Inc. 950 N Fed. Hwy., Suite 212 — Pompano Beach, FL 33062 l�� •••• • • • • • • • •• •• • • • • • • • • •• •• •• • • • • • ••. • • • •••• • • • •• •• • LOCATION: 25 DEG 5T 10.28"N 80 DEG 10'09.36 "W LEGAL DESCRIPTION: MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 22 BLK 1 LOT SIZE 85.000 X 113 OR 12266 -2772 0884 4 S /T/R: 05 / 53S / 42E • • • • • •• •••• • • •••• • KEY MAP SCALE: NTS EXISTING BOATLIFT TO BE REMOVED EXISTING DAVIT TO BE REMOVED PROPERTY LINE RECEIVED MAR 15 2010 DERM Coastal Resources Section Natural Resources Regulation & Restor -' Division (NRRRD) CANAL 85° 1431 NE 102N MIAMI SHO RECEIV MAR 16 201 EXISTING SEAWALL, CONCRETE BAGS o1rl urce;s i,e CONCRETE CAP TO BE DIvision ( NRRRD) REMOVED & REPLACED IN SAME FOOTPRINT S UEJECT i 0 CCMFi JANCE WITH ALL FEDERAL 1,TE -`,NIJ l r. ■■tJLF_`S AND RFGIJI_gTI,nPIS c Ao1 e 6ode aCSA w conceh s ; n ,-Ke x - sec + '� be Cemoi4t fret_ 4 0 s EC M COASTAL SE RELOMMA YAPPROVAL ME__ Z- 10 Of - OCR35S PROPERTY LINE RECEIViO JAN 202010 DERM Ete 1 eNMENTAJ i `�' • - ULA.71ON DIVISION DERM COASTAL Fl ; _ APP NAME DATE 3 (6 co I2`4 elk KEALY RESIDENCE SEAWALL PROJECT c cnMIAMI SHORES, FL 33138 Resicration CLIENT: MR. JOHN KEALY 1431 NE 102nd Street Miami Shores, FL 33138 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC - 340 Minorca Avenue, Suite 5 Coral Gables, Florida 33134 Tel: (305) 921 -9344 Fax: (305) 677 -3254 CONTRACTOR: SOUTHEAST MARINE CONSTRUCTION, INC. 404 NE 38th Street Oakland Park, Florida 33334 Tel: (954) 630 -2300 Fax: (954) 630 -2381 PROJECT ENGINEER: DYNAMIC ENGINEERING SOLUTIONS, INC. 950 N. Federal Highway, Suite 212 Pompano Beach, FL 33062 Tel: (954) 545 -1740 Fax: (954) 545 -1721 SEAL / SIGNATURE / DATE TION DRAWINGS Issue # Issue Date �1 December 4, 2009 0 Dec 29, 2009 0 Jan4,2010 PROJECT: 9 -925 EXISTING CONDITIONS SCALE : AS SHOWN SHEET NO: s-1 GENERAL NOTES: 1. CONSTRUCTION TO FOLLOW FLORIDA BUILDING CODE 2007 EDITION AND AMENDMENTS AS APPLICABLE AND ALL LOCAL, STATE, AND FEDERAL LAWS. 2. LICENSED CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK. ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS OR THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE A1`1ENTION 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 AND /OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR THEIR 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 • " PeASES OF CONSTRUCTION. •••• • •• • • • •••• @:LICENSED eONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. • • • • • • • • • • 10. THE SED CONTRACTOR TO INSTALL AND REMOVE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. • • • • • • ••• LICENS115 TO OBTAIN ALL PERMITS AS NECESSARY FROM ALL LOCAL, STATE, AND FEDERAL. AGENCIES. • • • • • • 'ADDITI(MiU. SITE - SPECIFIC CONSTRUCTION NOTES: • •DEMOL7PIbN:r • • • •• •• • • "'1: DEMOLISH AND DISPOSE OF EXISTING GALVANIZED ELEVATOR BOAT LIFT SECURED TO EXISTING SEAWALL. •••• 2. DEMOLISH AND DISPOSE OF EXISTING SEAWALL ACROSS 85 FOOT SPAN. EXISTING SEAWALL WILL BE DEMOLISHED IN SECTIONS, AND RE -BUILT WITH NEW SEAWALL BEFORE THE NEXT SECTION OF SEAWALL WIT.T. BE EXTRACTED AND DISPOSED. SEAWALL: 1. PROVIDE AND DRIVE 10, 12x12 PRESTRESSED CONCRETE KING PILES AT APPROX. 10 -FOOT SPACING, TO SUPPORT NEW, PRE -CAST CONCRETE WALL ACROSS AN 2. FORM AND POUR 9 NEW, PRE -CAST CONCRETE PANELS, PER ENGINEER SPECIFICATIONS AT JOB SITE FOR INSTALLATION OF SEAWALL PANELS. INSTALLATION OF NEW SEAWALL WILL BE PLACED IN SAME FOOTPRINT AS EXISTING FROM PROPERTY LINE, TO PROPERTY LINE. 3. PROVIDE AND INSTALL 10, 12x12 PRESTRESSED CONCRETE BA'1°t'ER PILES AT 3:1 BATTER AGAINST NEW SEAWALL PANEL. CUT -OFF TOPS OF BATTER PILES INTO BOTTOM OF NEW SEAWALL CAP ELEVATION USING PILE POST TENSION CABLE STRANDS, WHICH WILL CONNECT TO REINFORCING STEEL CAGE PER ENGINEER SPECIFICATIONS. 4. ONCE PANELS HAVE BEEN INSTALLED, EXISTING CLEAN BACKFILL TO BE REPLACED BEHIND NEW SEAWALL. 5. CONSTRUCT FORMWORK FOR NEW, RE- INFORCED CONCRETE SEAWALL CAP ACROSS 85 -FOOT SPAN, JOINING NEW BAI TER PILES, KING PILES, AND NEW PRE -CAST SEAWALL PANELS INTO ONE POUR PER ENGINEER SPECIFICATIONS. 6. TIE -IN RE- INFORCING STEEL, ACCORDING TO ENGINEER DRAWINGS/PLANS, USING #5 REBAR, AND #3 STIRRUPS ON 18" STAGGERED CENTERS, CONNECTING TO RE- INFORCING STEEL CAGE ACROSS 85 -FOOT SPAN. 7. POUR 5,000 PSI CONCRETE INTO FORMWORK BY MEANS OF TREMIE HOSE FROM CONCRE 1'E PUMP TRUCK. PROVIDE CHAMFERED EDGES, LIGHT BROOM FINISH AND 1'113 ADDITIVE TO RETARD CRACKING AND CORROSION. 8. PROVIDE AND INSTALL 85 CUBIC YARDS OF NEW 1 TO 3 -FOOT DIAMETER LIMEROCK RIPRAP BOULDERS IN FRONT OF NEW SEAWALL ACROSS 85 -FOOT SPAN. RECEIVE MAR 16 2010 DERM Coastal Resources Secu Natural Resources Regulation & Res Division (NRRRD) R JAN 2 0 2010 DERM Li4 VIP`?NM.MENTAL RESOURCES REC li!.AT1ON DIVISION DERM COASTAL SECTION :S SVAIN :1I API'ROVAL NAME DATE f ofO ac)() RECEIVE MAR 15 2010 DERM Coastal Resources Secti Natural Resources Regulation & Rest Division (NRRRD) DERM COASTAL SECTION FIN' , APPR°VAL NAME DATE n KEALY RESIDENCE SEAWALL PROJECT MIAMI SHORES, FL 33138 CLIENT: MR. JOHN KEALY 1431 NE 102nd Street Miami Shores, FL 33138 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 5 Coral Gables, Florida 33134 Tel: (305) 921 -9344 Fax: (305) 677 -3254 CONTRACTOR: OUTHEAST MARINE ONSTRUCTION, INC. 404 NE 38th Street Oakland Park, Florida 33334 Tel: (954) 630 -2300 Fax: (954) 630 -2381 r ftSJECT ENGINEER: DYNAMIC ENGINEERING SOLUTIONS, INC. 950 N. Federal Highway, Suite 212 Pompano Beach, FL 33062 Tel: (954) 545 -1740 Fax: (954) 545 -1721 SEAL / SIGNATURE / DATE John Omslaer PE 52733, EB 26829 CONSTRUCTION DRAWINGS Issue # Issue Date Q Dec 29, 2009 0 Jan 4, 2010 PROJECT: 9 -925 December 4, 2009 NOTES •••• • • •••• • • • •• • • • • • • •••• ••• • •••• • •••• • • •• •• • • • • • •• •• •••• 85 CUBIC YARDS OF RIPRAP PLACED ADJACENT TO NEW CONCRETE PANEL SEAWALL. MAX 2:1 SLOPE AND EXTENDING MAX OF 10 FEET WATERWARD OF NEW SEAWALL CANAL TURBIDITY CURTAIN • • • • • • • • •• • • • • • • e • 85' 4 9'-6" L_ KEALY RESIDENCE NEW CONCRETE PANEL SEAWALL WITH 30" WIDE x 16" DEEP CONCRETE CAP OcD0cD0c=70cD0cDC (10) NEW 12x12 PRESTRESSED CONC �i KING AND CONCRE� BATTER PILES )AN 2 DERM COASTAL SECTI ' R• 1 & M PRELIMil`.A ".1(A 'ROYAtE itiU► NAME DATE .�s R 1 2010 00 IVED 0 2010 RECEIVE MAR 16 2010 DL12t` Si • - cos Regina o :� 8 `r �® sion (NRRRD) DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) O KEALY RESIDENCE SEAWALL PROJECT MIAMI SHORES, FL 33138 CLIENT: MR JOHN KEALY 1431 NE 102nd Street Miami Shores, FL 33138 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 5 Coral Gables, Florida 33134 Tel: (305) 921 -9344 Fax: (305) 677 -3254 CONTRACTOR: SOUTHEAST MARINE CONSTRUCTION, INC. 404 NE 38th Street Oakland Park, Florida 33334 Tel: (954) 630 -2300 Fax: (954) 630 -2381 PROJECT ENGINEER: DYNAMIC ENGINEERING SOLUTIONS, INC. 950 N. Federal Highway, Suite 212 Pompano Beach, FL 33062 Tel: (954) 545 -1740 Fax: (954) 545 -1721 SEAL /SIGNATURE /DATE r i k CONSTRUCTION Li DRAWINGS Issue # Issue Date Q December 4, 2009 Dec 29, 2009 Jan 4, 2010 esto PROJECT: 9 -925 PROPOSED CONDITIONS SCALE : AS SHOWN SHEET NO. S -3 • • • • • • • • • • • b ••L• • • • •• • • • • • • • ••}g•• • I • • • • • • • 1 •• •• •• •• • •; • • • • to •••• •••• ••i• •••• •; • •! I WATERS'ItiVA • CE, LIGHT • • : laIMM FINISH •••• • • ••.• 2 1/2" CLEAR 14' 6 "1 8" 3 " 4 "-1- 12 SPACES (4 9" OIC +1 APROX. 9 -2" ft LAND SIDE FACE 2 TYP. SECTION OF CONCRETE PANEL SCALE: AS SHOWN PANEL DETAIL SCALE: AS SHOWN LIFTING EYES MIN 5 8" CABLE 2'3" GENERAL NOTES: 6" 3 (10) #5 1) PILES TO BE DRIVEN A MINIMUM OF 8' INTO BERM. 2) DESIGN IN ACCORDANCE WITH 2007 EDITION OF FLORIDA BUILDING CODE (2009 SUPPLEMENT). 3) ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 4) CONCRETE TO BE A MIN 4,000 PSI @ 28 DAYS WITH 0.40 WATER/CEMENT RATIO. 5) RE -BARS ASTM A615, GRADE 60. 6) PRESTRESSED CONCRETE PILES: 12x12 PILES WITH (4) LO LAX 716" DIA STRANDS, FC' = 6000 MIN' LENGTH = 20'. 7) PILES TO BE CUT AND LEAVE STRANDS EXPOSED A MINIMUM OF 18 ", TIE TO CAGE STEEL OR DRILL AND DOWEL #5 x 18" (2) PER PILE, MIN 6" INTO PILE AND SET IN EPDXY. NEW 12x12 PRESTRESSED CONCRETE KING PILES 2' -8" NEW CAP MHW EL. +1.5' NGVD MLW EL. -0.5' NGVD PROPOSED 1' -3' DIA RIPRAP BOULDERS TO EXTEND A MAXIMUM DISTANCE OF 10 FEET WATERWARD OF SEAWALL AT MAX 2:l SLOPE. 85 CUBIC YARDS TOTAL ONSITE. / / / /// / / //.I % / // /I aki 24" WIDE WOVEN FILTER FABRIC FULL LENGTH OF PANEL, FASTEN TO PANEL WITH 1 + FURRING STRIPS FULL LUNGTH (10) NEW 12x12 PRESTRESSED CONCRETE KING PILES DRIVEN TO 25 -TON CAPACITY. EXTEND PILE STRANDS A MIN OF 18 -INCHES INTO CAP (10) NEW 12x12 PRESTRESSED CONCRETE BATTER PILES DRIVEN TO 25 -TON CAPACITY; 3:1 BATTER. EXTEND PILE STRANDS A MIN OF 18- INCHES INTO CAP 9'-6" MAX 4" VARIABLE ED MAR 15 2010 (3) #5 TOP CONTIN. (2) #5 BOTTOM CONTIN. 3 "oPc, DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) LAY OUT SCALE: AS SHOWN 1- •- 2' -8 "--t TOP OF CAP ELEV. +5' NG 3" „ 6" 3,_6 5' ". 1'-4" 1 1111 —R. OF C 111 � � --r 3" MIN EMBED fill of I TYP SECTION OF NEW SE SCALE: AS SHOWN NEW 12x12 PRESTRESSED BATTER PILES COASTAL SECTI PRIEZ,IMIV fr. DERM , Y AIWA. "$/4 - „`'s 4, o DATE EXISTING T -PILE AND PANEL SEAWALL TO BE REMOVED (10) NEW SEAWALL PANELS TO BE PLACED IN SAC FO E P�$. JAN 202010 Fl (10) NEW SEAWALL PANELS DERMA 2 MIN EN RONMENTAURCE REGULATION DIVISION D R atura R • COASTAL SECTR ON L APP a V M4R u1 e� nivIS KEALY RESIDENCE SEAWALL PROJECT MIAMI SHORES, FL 33138 CLIENT: MR. JOHN KEALY 1431 NE 102nd Street Miami Shores, FL 33138 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 5 Coral Gables, Florida 33134 Tel: (305) 921 -9344 Fax: (305) 677 -3254 CONTRACTOR: SOUTHEAST MARINE CONSTRUCTION, INC. 404 NE 38th Street Oakland Park, Florida 33334 Tel: (954) 630 -2300 Fax: (954) 630 -2381 PROJECT ENGINEER: DYNAMIC ENGINEERING OLUTIONS, INC. 50 N. Federal Highway, Suite 212 Pompano Beach, FL 33062 Tel: (954) 545 -1740 Fax: (954) 545 -1721 1 6 2010 / DATE 'f.c.s 3 �uisUon & Re: ora 'oh ',NRRRD).- f John Omslaer PE 52733, EB CONSTRUCTION DRAWINGS Issue # Issue Date Q December 4, 2009 Q Dec 29, 2009 '3 Jan 4, 2010 HEET NO. PROJECT: 9 -925 TYP. SECTION & DETAILS CALE : AS SHOWN S -4 829