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DOCK-15-784 t �' a F � �Y �3 �F•xY T74.�� s :'f � OR „s h Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 t� E Phone: (305)795-2204 � p � S r .# � �$���� �,z �` s .�, �, ,,� �..� ... z k'x r tyr .l?,� . .. coR�vA ¢h ; Expiration: 12/29/2015 Project Address Parcel Number Applicant 1491 NE 102 Street 1132050350010 Miami Shores, FL 33138- Block: Lot: JOAQUIN AMADOR Owner Information Address Phone Cell JOAQUIN AMADOR 1491 NE 102 Street (786)308-1033 MIAMI SHORES FL 33138- 1491 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 18,000.00 SOUTHERN MARINE CONSTRUCTION 305-861-2764 (305)613-6377 _._....... ....... .. __.... ., _..... _..... .. ......_ Total Sq Feet: 0 Type of Dock:ALTER EXISTING BOAT SLIP TO ACCOMMO Available Inspections: Additional Info: Inspection Type: Bond Return: Final Classification:Residential Review Planning Scanning:3 Review Planning Review Structural Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 CO/CC Fee Invoice# DOCK-4-15-55092 $50.00 07/02/2015 Check#:35673 $714.00 $50.00 DBPR Fee $8.10 DCA Fee $8.10 04/07/2015 Check#:35410 $50.00 $0.00 Education Surcharge $3.60 Permit Fee $540.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $764.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-name ontractor to do the work stated. July 02, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 02,2015 1 10-f ed -Dur r AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS 17,j, � � �+, PROFESSIONAL ENGINEERIE NATIONAL ACADEMY G FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 24 August, 2015 Village of Miami Shore Building Department 10050 N.E. 2nd Avenue Ref: 1491 N.E. 102nd Street Miami Shores, Florida 33138 Southern Marine Construction Dear Building Official I, J.N. Sheingold, P.E., having performed and approved the required inspections,hereby attest that to the best of my knowledge and belief, the dock construction complies with the permitted documents. I also attest to the best of my knowledge and belief, the approved permit plans represent the as-built condition of the structural and envelope components of said structure". This document is being prepared in accordance with Section 105 of the 2010 Florida Building Code and is being submitted to the Village of Miami Shores building department at the time of final inspection for the above referenced structure. Note: The 2014 FBC.5th edition was not in effect when this permit was issued. Should you have any further questions or need any additional information,please do not hesitate to contact me. cerely: Sheingold, P.E. 21181 AMERICAN SOCIETY NATIONAL SOCIETY OF ' OF CIVIL ENGINEERS n. W. IS P. PROFESSIONAL ENGINEER: NATIONAL ACADEMY / FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 10 August, 2015 Village of Miami Shore Ref: 1491 N.E. 102nd street Building Department Miami Shores, Florida 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Dear Building Official I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief,the pile installation complies with FBC 2010, 1822.1.20 and with the permitted documents. you have any further questions or need any additional information, please do not hesitate to contact me. Note: FBC 2014,5th edition was not in effect when this permit was issued. rely: eingold, P.E. 21181 Pile Driving Log Proiect Address 1491 N.E. 102nd Street Date 8/8/2015 Pile Hammer Weight 4000 # Pile Capacity 10 Tons Drop Height 6 Feet Contractor Southern Marine Corp Engineer-of-Record J.N. Sheinaold P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 45 11 16 Boat Lift Pile 2 12 45 11 16 3 12 30 9 10 4 12 30 9 10 Boat Lift Pile 1 12 25 8 8 Dock Redrive 2 12 25 9 8 3 12 25 9 8 Dock Redrive Pile Installation as per FBC 2010 1822.1.20 ll Miami Shores Village "� CEIVED Building Department 7BY 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 APRTel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 : FBC 20 l d BUILDING Pert Nom. 071 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: ("t'9 I 74-6, 107- ST Z ,_EV City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ( , -3105 - 03-5 - Coto Is the Building Historically Designated: Yes NO V/ Flood Zone: OWNER:Name(Fee Simple Titleholder):_ 24rl C � 0rZ-Phone#: $to 3o g 1033 Address: `( cl l rJ• - I 0 Z <-4-r e c}_. City: _W State: 'Fl 0'M(' 4 Zip: 5-313 &o Tenant/Lessee Name: *41A j Phone#: 1114- Email: //4- Email: 4, r 1 'R-lfll- Z76� CONTRACTOR: Company Name: ��-c✓,� 1�'t�-t1 1�� r�sa-ruc��o Phone#: u. ("I' S—G-3-7-7 Addreyss:� -0. \�o y_ 14 1` i l i _ City: h'1 ern c,t1%"� State: (" 1 dR t J Ar Zip: \3 3t Ll Qualifier Name: � [' , SS Phone#:(bb's 7 Rc l- Z76 i State Certification or Registrati n#: 1'j Certificate of Competency#: (x'10 Contact Phone#.. o�rQrs, 5 ,551 /Email Address: LOSCA Z= DESIGNER:Archite nQineer'' �e S11el Gal ,'7G Phone 3 1\J /Q kC-70)0Z Value of Work for this Permit: $ b0.b� Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace ODemolition Description of Work: ALICE- --6 swap v�k aTc Ft' Color thru tile: ****��*******��•�•�*���*�*�r**�****��*�***Fees***�**��********��*****�***********•�*****�** Submittal Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE 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 PANG 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 e*eeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comment *ent st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In a se c of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature (!'L O er or Ag t Contractor `� The foregoing instrument was acknowledged before me this �, The fore oing strumen was acknowledged before me this 1 day of '20 (-�,bvA ik—, -� " 0--"lL day of ,201 S#by$;�D<1� tt who is personally known to me or who has produced_ L- who is personally known to mel or who has produced ��— As identification and who did take an oath. (POA\1g2_ as identifigation and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: ��� .,• ._ • � My Commission Expires: V.LGOLpMAN My Commission Expires: =�p�','�;a a r- MY COMMISSION#FF 033063 = z rn cs> eon ed�Thru kb 9 t 8,2017 r o' c o Public Oodeiwriters O '•`� ao �, 9eR�c�'ca'c*s'c'c de 9c*n4*aF k a2*9r*aF 9e*ia9e9e *vk**9rtY*de*eY*9c* trk*�cdr*t9e9c**drieet nkeY'c****Fat**�'e*t!9r �k+ktk�eC'lbk*et7t`L�Y1)Fst lk APPROVED BY Plans Examiner .�� �� �`��\\Zoning t Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012))(Revised 06/10/2009XRevised 3/15/09XRevised 7/10/2007) QUALIFYING TRADE(S) 0005 SEAWALUSM DOCK Charles Danpw P.E. ( b the Bawd - www.n�eiQada� wl CTQ B Codon Trades Quafit im Board BUSINESS CERTIFICATE OF COMPETENCY E1907 SOUTHERN MARINE CONSTR.INC ;D.BA.: ROil ROBERT A Is certified under the Provisions of Chapter 10 of MWmi-Dade Courtly . .. xxxrsr Local Business Tax Receipt Miami—Dade County, State " of Florida -THIS IS NOT A BILL - DO NOT PAY 1195247 k� LBTJ BUSINESS NAME/LOGATION RECEIPT NO. EXPIRES SOUTHERN MARINE CONSTRUCi'ION INC RENEWAL SEPTEMBER 30j 2015 6875 NE 3 AVE 1195247 Must be displayed at place of business MIAMI FL 33138 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED SOUTHERN MARINE CONSTR INC 196 SPECIALTY ENGINEERING CONTRACT BY TAX COLLECTOR Worker(s) 10 E1907 $45.00 08%08/2014 FPPU06-14-015349 ° This Local Business Tax Receipt only confirms payment of the Local Business Tarr.The Receipt is not a license. Permit or o cwdficmlon of the bolders ualWmdora,to do basiaess.Bolder mast corrmply with any goverumenlal or aangavermumdal ren"laws and nWiremelft which apply to the business. The RECEIPT NO.above moat be displayed on all commercial vehicles-Miami-Dade Code Sec ga-276. For more information,Wait MOMAdmrridade awAoxcollector mOSM Master Contractor s Receipt Miami-Dade County, State of Florida' THIS'IS NOT A BILL DO NOT PAY M C 1 1195247 BUSINESS NAMEJLOCATION RECEIPT 110. EXPIRES SOUTHERN MARINE CONSTRUCTION INC NEW SEPTEMBER 30, 2015 6875 NE 3 AVE 7455131 Must be displayed at place of business MIAMI FL 33138 Pursuant to County Code Chapter 11A-Art.9&10 OWNER SEC.TYPE OF BUSINESS SOUTHERN MARINE CONSTR INC MMC SPECIALTY ENGINEERING CONTRA(2WENT RECEIVED E7907 Ax COLLECTOR Category(s) 1 $175.00 08/08/2014 FPPU06-14-015349 This Lexi Business Tax Receipt a*confirms payment of the Local Business Tax.The Receipt is nat a li-013% permit or a certif+cadon of the belder s gadificetiorA to do business.Voider mat comply with any govermental or nuagovrnmeotal regulatory laws and requiromeats which apply to the bmsines The MPT NO.abase most be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-D& For mwe ifioration,visit D TE CERTIFICATE OF LIABILITY INSURANCE M 2/18/20ie/ao5 is THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGKM UPON THE CERTIFICATE FOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: I Rhe certificate holder Is an ADDITIONAL INSURED, the poky(les) mast be endorsed. M SUBROGATION IS WANED. subject to the terms and conditions of the policy, certain Policies may require an endorsement Astatement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME Paul L ch PAUL LYNCH & ASSOCIATES INC VVC'N,I, EXI; (772)232-9371 (Aro,No):(772)232-9375 701 N Federal Hwy, Suite 401 „DDRESS: sue@insuremarine.com Stuart, FL 34994 INSURERS) AFFORDING COVERAGE NNca INSURER A: United State Fire Insurance Co. INSURED Southern Marine Construction, Inc. ITER B: AmTrust North America, Inc. P.O. Box 414194 INSURER C: Miami Beach, FL 33141 INSURER D: 305-861-2764 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DDL IED TYPE OF I vrvo POLICY NUMBER (MMIDOlYYYY) LIWTS R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1.000,000 cu CLAIMS-MADE OCCUR PREMISES(Ea omurence) $ 50 000 P&I(Ex-cargo;Includes MED EXP(Anyoneperean) $ 5,000 A Crew/Jones Act (1) 1 830-100302-1 10/22/14 0/22/15 PERSONAL aADVIN.AW s 1 000 000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 HX JEPOLICY ❑ LOC PRODUCTS-COMP/OP AGG $ 1,000,000 S ER -COMBINED $ AUTOMOBILE LIABILITY Ea eociderlt BODILY INJURY(Per person) $ ANYAUTO ALLOWNED SCHEDULED BODILY INJURY(Per amkkK#) $ AUTOS AUTOS NON-OV%1ED ' $ HIRED AUTOS AUTOS (Per ate) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ S DED RETENTION $ WORKERS COMPENSATION X STAME ER AND EMPLOYERS'LIABILITY 2/18/15 2/18/16 ANY PRopPoEToWP� YIN NLA TWC3464366 E.LEACH ACCIDENT $ 1,000,000 B �)uxwo ? Includes USL&H E.L.DISEASE-EA EMPLOYEE $ 1,000,000 Iyas,describe ander E.L DISEASE-POUCY LIMrr 1.$ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD tot,AdditionalRemaks Sdmdule,maybeattadrediT more apace isregrired) Marine Contractor. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, Florida 33138 ACCORDANCE WITH THE POLIC VISIONS. -011 AUTHORIZED REPRESENTA C 1988-2013 ACORD CORPORATION.All rights reserved. ACORD25(2013104) The ACORD name and logo are registered marks of ACORD Ea M 28721 f'7S 1198 - 1199: (2p�!„t RECORDED 0711212013 10:15:4,177 D -ED DOC: TAX 3Y900.00 HARVEY RUVINr CLERK OF C:OUR l i'iIAMI-DADS COUNTY: FLORIDA Prepared by and reU=to_: Russell S.Jacobs Attorney at Law Russell S.Jacobs,P.A. 1400 N.E.Miami Gardens Drive Suite 208 North Miami Beach,FL 33179 305-405-4444 File Number: Vaghefi 1491 [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 21st day of June, 2013 between Jubeen Vaghefi and Lara Nezami Vaghefi whose post office address is 1491 NE 102 Street,Miami,FL 33138,grantor,and Joaquin F.Amador,a married man whose post office address is 8913 NW 194 Ter,Miami,FL 33018,grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals,and the successors and assigns of corporations,trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS (510.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami-Dade County,Florida to-wit: Lot 1,Block 1,of DUNNINGS WATERWAY,according to the Plat thereof,as recorded in Plat Book 114,Page 46,of the Public Records of Miami-Dade County,Florida. Parcel Identification Number: 11-3205-035-0010 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is ]awfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2012. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTimee I kR B V7 28 7„_'.1 PG 4 1 95 Signed,seated and delivered in our presence: �4' I\, k- (Seal) Witness Name: ovy- r-V a/k/a Jureen Vaghefi Witness Name ,'dn' rL (Seal) Witness Name: alu Lara Nezami Vaghefi <—.4 1��__I� , , Witness Name State of Florida County of Miami-Dade The foregoing instrument was acknowledged before me this 24t ay of June,2013 by Jubeen Vaghefit a/k/a Jureen Vaghefi and Lara Nezami Vaghefi,who U are personally known or[?C]h Ve Rroduced d 'vet's license as'd ication. )\�� [Notary Seal] of Public Printe Name: ItYA...W My Commission Expires: tin.e�,,s TINA LYNN WATVJNS Commission#EE 875010 .q Expires February 14,2017 k '45 Warranty Deed-Page 2 Doubl®Time® MORES << Villmao 10050 N.E. SECOND AVE. FCORIDp' tiliA.Mt SHORES, FLORIDA 3313S-2382 Telephone: (305) 795-2207 Fax: (305) 756-3972 DAVID A. DACQUISTO, AICP DEVELOPMENT ORDER File Number: PZ-05-15-2015189 Property Address: 1491 NE 102nd Street Property Owner: Joaquin Amador Address: 1491 NE 102nd Street, Miami Shores, FL 33138 Applicant: Joaquin Amador Address: 1491 NE 102nd Street, Miami Shores, FL 33138 Agent: Robert Rossi Address: PO Box 41494, Miami Beach, FL 33141 Whereas, the applicant Joaquin Amador (owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations, Sec. 534 and Sec. 600. Site plan review and approval required. Waterfront development. Dock. Whereas, a public hearing was held on May 28, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted for a 12.5 ft. wide boat lift extending 15 ft. into the canal. Page 1 of 2) Applicant to secure final approval from the Department of Regulatory and Economic Resources, Environmental Resources Management and the Army Corps of Engineers, before a building permit will be issued. 3) Applicant to comply with all requirements of FEMA, the NFIP and the Florida Building Code for construction in the AE9 special flood hazard area. 4) Applicant to obtain a building permit before commencing work. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) Applicant to add not less than two (2) solar lights on the outside piles and night time reflectors on all piles of the boat lift. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 28`h day of May, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Absent Mr. Reese Yes — Vacant i Chairman Fernandez Yes � 7 Date Ric and M. Fernandez airman, Planning Bo�d Page 2 of 2 50 mus Wolof" Miami Shores Village °�, .0° 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 BUILDING CODE I (We)have been retained by to perform special inspector services under the Flo'da ilding Code at the/ project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. IV PROCESS NUMBERS: SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) 7 SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) o SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) • SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) o SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The foil in n Idual(s)employed by this firm or me are authorized representatives to perform inspection 2. 3. 4. *Special Inspectors utilizing authorized 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. 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 Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all 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 time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed Ind Sealed Engineer/Architect .�.• Name •N • . . .... ...... (PRINT) /9W. Address "';" •••• •••••• d ' l ��'� ...... 5 Phone No. �•� �•�• �•�•� ...... ... . ..... Created on 6/10/2009 •• •••••• . . . . ...... 0 000 • • JOHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers 777 N.W.72nd AVENUE SUITE 3025,MIAMI,FLORIDA 33126 TELEPHONE:(305)262-0400 1 FAX:(305)262-0401 W W W.IBARRALANDSUR VEYORS.COM A. t° e :a LOCATION SKETCH VIEW OF SUBJECT PROPERTY SCALE =N.T.S. 1491 NE 102nd STREET,MIAMI SHORES,FL.33138 A +ARC ABBREVIATIONS A/C+AIR COWIDZTIONER PAD L.P.= LIGHT POLE S.V.= SEWER VALVE A,E,+AHCTIOR L.F.E.= LOWEST FLOOR ELEVATION ' = SECONDS A.R.+ALTAQffiB(ROOF L.N.Y.= LAKE MAINTENANCE EASEMENT T - TANGENT A.S.+ALWQNWI SHED =MINUTES TB = TELEPHONE BOOTH ASPH.+ASPHALT (M)=MEASURED DISTANCE T.B.M.= TEeCRARY BENCBmARK H.C.+BLOCK M.B.=MAIL BOX TSB = TRAFFIC SIGNAL BOX HZ,DG.+BUILDING M.D.C.R.=MIAMI DADE COUNTY RECORDS TSP = TRAFFIC SIGNAL POLE H.X.+HEHt9f IOAWC M.E.=MAINTENANCE EASEMENT TWP = TOWNSHIP H.C.R.+HROWARD CODAITY RECORDS M.X.=MANHOLE UTZL.= UTILITY H.O.H.+BASIS OF BEARING N.A.P.=NOT A PART OF U.E.= UTILITY EASEMENT (C) +CALCULATED NGVD =NATIONAL GEODETIC VERTICAL DATUM U.P.= UTILITY POLE C.H.+ c"BASIN N.T.S.= NOT TO SCALE W.M.= WATER METER C.H.S.+ CONCRETE BLOCK STRUCTURE / or NO.=N[BBKR W.F.= WOOD FENCE C.H.Y.+ CONCRETE BLOCK WALL 0/5 = OFFSET N.P.= WOOD PORCH CH.+CHORD O.H.= OVERHEAD W.R.= WOOD ROOF CH.H.+ CHORD BEARING O.X.L.= OVERHEAD UTILITY LINES W.V.= WATER VALVE CH.L.+ CHORD L111rATlH O.R.B.= OFFICIAL RECORDS BOOK 1� =MONUMENT LINE CL.+CLEAR O.V.H.= OVERHANG = CENTER LINE C.O.+ CLEAN OUT PVMT.=FAVJ26M L\_DELTA C.L.P.+ CHAIN LINK FENCE PL.=PLANTER C.X.i + CANAL�LIHTi/GNCZ EASEMENT P.L.=PROPERTY LINE CONC.+CONCRETE P.C.C.=POINT OF COMPOUND CURVATURE C.U.P.+CONCRETE UTILITY POLE P.C.=POINT OF CURVATURE LEGEND C.P.+CCWCRETE PORCH P.O.T. POINT OF TANGENCY C.S.+ CONCRETE SIAM YOC =POINT OF CODAIA�i'1' —^^ = OVERHEAD UTILITY LINES C.W._ CONCRETE WALK P..O..B..=POINT OF BEGINNING r�-'��'�'� = CONCRETE BLOCK WALL D.E.+ DRAINAGE ZASJ26NT P.R.C.=POINT OF REVERSE CURVATURE –+t--*---K— = CHAIN LINK FENCE D.N.Y.+ DRAINAGE MAINTENANCE EASEMENT PWY=PARKWAY -�--�s~ = IRON FENCE DRIVE + DRIVEWAY P.R. ND M.=PERMANENT REFERENCE MONfR1ENT = WOOD FENCE • + DEGREES P.L.S.=PROFESSIONAL LASURVEYOR —�.0.00 =EXISTING ELEVATIONS ED =ELECTRIC BOX PP.=POWER POLE E.A.P.=ELECTRIC TRAHSFORIOR PAD P.P..S.=POOL PUMP SLAB EIEV.=ELEVATION P.U.E.= PUBLIC UTILZTY EASEMENT ENCR.=ENCROACIDdENT (R)=RECORD DISTANCE F.H.= FIRE iffER1ZANT R.A =RAIL ROAD F.I.P.= FOUND IRON PIPE RES..=RESIDENCE SURVEYOR'S NOTES: F.F.I.E.R.=FOUND IRON ROD R/W=RIGHTFINISHED FLOOR ELEVATION RAD. RADIUS OROR RADIAL WAY F. I.IF SHOWN,BEARINGS ARE REFERRED TO ANASSUMED MERIDIAN,SY SAID PLATIN THE = F.N.D.= FOUND NAIL i DISK RGE,=RANGE DESCRIPTION OF THE PROPERTY,IF NOT,BEARINGS ARE THEN REFERRED TO COUNTY, FT.=FEET R.O.E.=ROOF OVERHANG EASEMENT TOWNSHIP MAPS. FHIP.+ FEDERAL NATIONAL INSURANCE PROGRAM SEC.= SECTION 2.THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. F.N.= FDIBID NAIL STY.=STORY 3.CERTIFICATE OFAUTHORIZATION LB#7806. H.=HIGH OR (HEIGHT) SWK.= SIDEWALK IN.SHG.+ INGRESS AND EGRESS EASEMENT S.Z.P.= SET IRON PIPE Z.C.V.= IRRIGATION CONTROL VALVE S =SOUTH ' L.B.= LICENSED BUSINESS S.P.= SCREENED PORCH SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY:THIS'BOUNDARY SURVEY-OF THE PROPERTY DESCRIBED HEREON,HAS RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERVISION,AND COMPLIES MTH THE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: MINIMUM TECHNICAL STANDARDS ASSET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL •THERE MAYBE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. LAND SURVEYORS IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, •THE PURPOSE OF THIS SURVEYS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR FLORIDA STATUTES. CONSTRUCTION PURPOSES. •EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HA VE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY. •THIS SURVEY IS SUBJECT TO DEDICATIONS,UANTA77ONS RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD. •LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. •BOUNDARY SURVEY MEANS A DRAWING ANO/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE 0611112013 FIELD,COULD BE DRAWN ATA SHOWN SCALEAND'OR NOT TO SCALE,THE WALLS OR FENCES MAY BE EXAGGERATED FOR BY' CASEMENTASSH. CARLOS IBARRA (DATE OF FIELD WORK) RPOSES •EASEMENTS AS SHOWNARE PER PLAT BOOK UNLESS DEPICTED OTHERWISE -THE TERM TNCROACHMENT MEANS VISIBLE AAD ABOVE GROUND ENCROACHMENTS. •ARCHITECTS SHALL VERWYMMING REGUTANONS,RESTRICTIONS SETSACKS AND WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS MTH CORRECTAFM"TIONFOR%APPROVAL FORAUfHORIZATION'TO THE PROPER AUTHORITIES IN NEW PROFESSIONALLANOSURVEYORNO.: 6770 STATEOFFLOPoDA CCWSTTTOTHERL (NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA FLORIDA •LMIESS O7HERIISE NOTEQ TINS RRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. •FENCE ORNERSHIP NOT DETERWNED, LICENSED SURVEYOR AND MAPPER). •THIS PLAN OF SURVEY,HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMEDPARTY. REVISED ON: •THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE 7C, COMMUNITY==/PANEL)000(/SUFFIX:X DATE OFFIRM:)OX/XX/ m BASE FLOOD ELEVATION:AVA. THE SI BJECTPROPERTYDOES NOT LIE INA SPECIAL FLOOD HAZARD AREA. REVISED OW TITLE COMPANY nA RSJ F /_x ii`�(Esf�loso so see . iroa�S o1�IIhlo .' *. . . . .. . . . . *so Le . DRAWN BY: M.G. UNDERWRITER ... . ��OS ,gR Q'•'r�TIFIC y FIELD DATE: 06/11/2013 ****.,� .. l� . . . . . . . .. a: T j�al LE NO.6770 O * OLD �r V BLIC NATIONAL TITINSURANCE COMPANY �' STATE OF JOB NO: 13-002148-1 'k**.�r j1r� 6 s e e • 6 0 -6 4*6 �/� �COR10P . . . . . . . C LANA V: . SHEET: 1 OF 2 •• •• • •• •• SEAL • ••• ••• L.B.#7806 JOHN MARRA & ASSOCIATES, 1!4c. Professional Land Surveyors & Mapper 777 N.W.72nd AVENUE SUITE 3025,MIAMI,FLORIDA 33126 TELEPHONE:(305)262-0400 1 FAX:(305)262-0401 W W W.IBARRALAN DSURVEYORS.COM MAP OF BOUNDARY SURVEY 1491 NE 102nd STREET, MIAMI SHORES, FL.33138 C A N A L(N.A.P.) LIMI OF PLAT 80'TOTAL CANAL RIGHT-OF-WAY ( ►,A.P.) ]N 4 PILES N vv F.N.D. `(TYP) N89050NRE 90,00" �-T SEA WALL F.N.D. NO ID 9 0 0 0 NO ID it e0.77'CL. _ _ _ ON PL. n N LI•I STEP I,; 4'C.L.F.-\ 10.00' p..' _ �; ��\�\\ , .`•.\\,�., � 0 4'C.L.F. LLI �C OD L... BRICK D �� .` j070 c� O r (L} as S EPS XLd _ cm C,\\ \ o C o 0 0 "I * Z U '�'' 0.22' LOT-2 u.I (f 0`_ U) _-11b BLOCK-1 R °Q C.P. n. S ONE STORY °�•, . <a �_ \ RES. #1491 vv\'A;25'\\, vy ` ao COLUMN 0.1T CL. POOL O _... _ ,PUMP I a O LOT-17 \ LOT-I ,� P•OI OL o0 BLOCK-1 \ BLOCK-1 \M FILTER 00 LIMIT OF PLAT \ 2 \ 32.95y 'C.L.F. (N.A.P.) m `� o o• �. 10.06' \\ rn C.P. 0.19' 21.40' 4'C.B.W. STEPS PLANTER _ o N 0.36'CL BRICK' DRIVEWAY F.LP.112" F .8 L.CO. NO CAP ANCHOR EASEMENT NO CAP^ N89°5 89' P.C. �A�F.H. p 49 / 0'WE F.N.D. /a�i � � .1rh i o BRjCK (A' NO ID BIRICK �yON — NRETi1JRN t 15'PWY c RETURN .._ L6 v N.E. 102nd SIRE T °�so B.O.B.(N89°50'54"E) 20'ASPHALT s PVMT. R=50.00' r `� 50'TOTAL RIGHT-OF-WAY L=32.73' P.C. F.I.P.1/2' LIMIT OF PLAT d 37' " NO CAP (N.A.P. T=16.98' CHB=N71°23 10W ENCROACHMENT NOTES: CH=32.15' A.SOUTH SIDE OF THE SUBJECT PROPERTY,BRICK RETURN IS ENCROACHING INTO THE RIGHT OF WAY OF N.E.102nd STREET,FIRE HYDRANT WATER VALVE AND UTILITY POLE ARE ENCROACHING INTO THE SUBJECT PROPERTY. • •• • • • • ••• • SOS IB,q LEGAL DESCRIPTION: DRAWN BY: M.G. Q- R LOT 1,BLOCK 1,DUNNINGS WATE%mAt,•ACCOR6INdirO AE PLdTHEREOt GP��zIF1Ogr�.Q9 AS RECORDED IN PLAT BOOK 11%?A(*46.OF.1'HE:P0B6IC:1b'C(5RdS OF SCALE: 1"=20' d MIAMI-DADE,COUNTY,FLORIDA...; ;• ;•• '.' 0: NO.6770 O STATE OF 06/11/2013 cERr�F►canoN: FIELD DATE: JOAQUIN AMADOR /�` CORD. 5� RUSSELL S.JACOBS,P.A. • • : ••• • • •'O P '' • • • • • • • N'qC LgNo OLD REPUBLIC NATIONAL TITLE INSLIRAAZC6 CbAVANY• • • • .106 NO: 13-002148-1 L.B.#7806 SEAL "' ••• SHEET: 2 OF 2 • . s J E N W E L K I N 160 SW 12th AVENUE,#106 DEERFIELD BEACH, FL 33442 `''ka PH: (954)354-0660 FAX: (954)354-0443 two^ WWW.ENGEXP.COM Work prepared for: fob#: NEPTUNE BOAT LIFTS 00-NBL-0002 Project: 16,000 lbs 4-POST BOAT LIFT By: TSB check: FLB Date: 9/12/2012 Design Calculations for Alum. Structure Refer To Attached Drawings (Drawings Signed &Sealed By Below-Signed Engineer) General Notes: 1. All work has been designed and shall be installed in accordance with the minimum requirements of the 2010 Florida Building Code. All local codes superseding the respective code shall be considered by the contractor in design & may require additional engineering analysis. 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown herein. 3. The existing host structure, if any, must be capable of supporting the loaded system as verified by the permit holder. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to extrusions and installation shall conform to manufacturer's specifications as summarized herein. 5. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et.Al, indemnifies and saves harmless this engineer for all costs&damages including legal fees&appellate fees resulting from material fabrication, system erection, & construction practices beyond that which is called for by local, state, &federal codes&from deviation from this design. 6. If any errors or omissions appear in the drawings, these calculations, or other documents,the contractor shall notify the engineer in writing prior to proceeding with any questionable work. 7. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2005 Aluminum Design Manual, Part 1A, Section 6.6.1 (a) and (c), respectively. 8. Intellectual Property of Engineering Express, Inc.All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by means, electronic, mechanical, photocopying, recording, scanning or otherwise, without the prior consent of Engineering Express, Inc. w:ry Raised Engineer' eal Valid For a � Pages ?% FLB#00-NBL-0002 01 --- Nat;tak ENGI EERING EXPRESS PE#0"&I3-, Cert of Auth#9885 FLB F0201 ,... ......... ......... __....... . ........ ---- _....._.... ....-.-. .. --- ............... ` I i Other Structures Design Wind Load Calculator Solid Freestanding Walls and Solid Freestanding Signs (ASCE 7-10,Section 29.4.1) Input Description Value Units Description Exposure CategoryC Upwind exposure based on ground surface roughness Basic Wind Speed, V 90 mph Basic wind speed,in miles per hour h = 15'ft Height to the top of the sign,in feet(distance from ground tc B 19 ft Horizontal dimension of sign, in feet(distance from left side t s 10.5''ft Vertical dimension of sign, in feet(distance from bottom of si /o Open Ratio of openings to gross area 0 0 , Cases A&B Kd = 0.85 Cf = 1.61 qh = 14.96 lb/ft' G = 0.85 General (openings B/s= 1.81 reduction comprised of s/h= 0.70 factor= 1.00 <30%gross area) pressure= F /surface area = q h GC fA s1A, Logic check = q h GC f E* Pressure per ASD per ASD Case C General (openings Kd = 0.85 reduction comprised of q h - 14.96 lb/ft2 factor= 1.00 <30%gross area) G = 0.85 Reduction Region B/s= 1.81 factor(for 0 to 10.5 ft s/h= 0.70 Case C)= 1.0 10.5 to 19 ft pressure= F /surface area - = ghGCfA, /AS - = ghGCf - = (see pressures) 5� of'i5? Other Structures Design Wind Load Calculator Solid Freestanding Walls and Solid Freestanding Signs (ASCE 7-10,Section 29.4.1) i Input Description Value Units Description Exposure CategoryD Upwind exposure based on ground surface roughness Basic Wind Speed, V 70`mph Basic wind speed,in miles per hour h 15 ft Height to the top of the sign,in feet(distance from ground tc B 19 ft Horizontal dimension of sign, in feet(distance from left side t s 10.5;:ft Vertical dimension of sign, in feet(distance from bottom of sl Open 0%' Ratio of openings to gross area Cases A&B Kd = 0.85 Cf = 1.61 qh = 10.98 lb/ft' G = 0.85 General (openings B/s= 1.81 reduction comprised of s/h= 0.70 factor= 1.00 <30%gross area) pressure= F /surface area = q h GC fA s1A, Logic check = ghGCf E * Pressure j 9.02 Ib/ftZ 9 017 Ib/ft2:,. per ASD per ASD Case C General (openings Kd = 0.85 reduction comprised of q h = 10.98 Ib/ftZ factor= 1.00 <30%gross area) G = 0.85 Reduction Region B/s= 1.81 factor(for 0 to 10.5 ft s/h= 0.70 Case C) = 1.0 10.5 to 19 ft fpressure = F /surface area - = ghGCfA, /AS - = ghGCf - = (see pressures) I - �� 011 1 � �I 4 � fr •.�: .......,{:.... ,...,...:. .i.., ,::t..E. .......', s .... :..E.,.f.....: ..:....:.. .... t.,.. t........ f-..,... .. :._ ... .',...( s;.��� ��.� „t Lift Type: 16,000:lbs capacity boat elevator Boat size 200 ft?::::: (lateral projection) Wind Load= 13.60 psf rRN1�4sC.} assumed 200.ft2 (plan projection) TL= DL+0.75(LL+WL) = 18,040 lbs (gravity load) TL=WL= 2,720 lbs (lateral load load) Rp sa■ yy�` ■■ k t i k _ '?J.. wl����11/f.�'TT��� f�����'.�M'lll��..... '. S J...:.. ..."... 1. .....'.....f r.. .. k ....... ............ ...... ....... ,....tit.... �.......€ .... 1 t (OPTIONAL BUNK IN ALUM.) Q nonwelded members and welded members way than 1.0 in of a weld BEAM lOx4x0.500 ,, 6061 T6 n welded members within 1.0 in of a weld members weld-affected cross sectional Flat use b= 4.00 in A= 13.00 int E= 1.01 E+07 psi Anange= 1.50 in' d= 10.00 in Ix= 151.00 in4 ly= 33.10 in4 A,,,an1/3= 0.74 int t,,,„= 0.50 in Sx= 30.20 in' Sy= 16.50 in J= 85.00 in4 rx= 3.41 in ry= 1.60 in Ltotai= 14:00;ft':: (Total length) LR,ax= .13.5.0.ft :::::(unsupported length) .. ........ ......... .. ........ ......... Lb= 13:50 ft (unbraced length for bending) ......... ......... ........... ......... Max. Moment= 21,168 lb-ft ::(from visual Analysis software) .......... ....... . ... ....... . ..... Max. Shear= 6,048 lbs (from visual Analysis software) ........... ..:::: :: Actual Deflection= 0.316 in . < Amax= L/180= 0.900 in OK CHECK CRITICAL BEAM FOR BENDING 1) Allowable Tension Stress(Ft): 1a) Tension in Beams: (extreme fiber, net section) (sec. 3.4.2 Flat elements in uniform tension) Ft=:19.:0.ksi (nonwelded members and welded members at location farther than 1.0 in of a weld) Ft,= 9.0 ksi (within 1.0 in of a weld) Ftp,.,= N/A (allowable stress w/part of cross section weld-affected (sec. 7.1.2)) Ft, =Ft —AW (Ft —Ftp,) Bending Moment (X-axis): 254,016 Ib-in =from above Tension Stress (X-axis): ft= 8.4 ksi =254,016 Ib-in/Sx Allowable Tensile Stress: Ft= 19.0 ksi OK,actual strees less than Ft= 19.00 ksi 2) Allowable Compressive Stress(Fb): 2a) Compression in Beams (extreme fiber gross section) (sec. 3.4.14 Tubular shapes) nonwelded Iwelded OBS S = 184.5 slenderness ratio .............. ... ..... ........ ..... S, = 123 186: ::: lower slenderness limit(overall buckling) Sz= ..:::1..6..8.0::. : :: :::6940_::: : upper slenderness limit (overall buckling) Fc& Fes,,= 20.7 ksi 9.1 ksi allowable stress Papa +—Of g FcPW= N/A jallowable stress w/part of cross section weld-affected (sec. 7.1.2) S = 2L6 Y�I y J FePw =Fc —AA (Fe —Fcw 2b) Compression in Beam Elements (element in uniform compression),gross section: (sec. 3.4.16 Flat elements supported on both edges) nonwelded I welded OBS b/t= 6.0 slenderness ratio ................ .. S, :28 lower slenderness limit(overall buckling) . ............. ........................ SZ= ::33 :_:::58 u pper slenderness limit(overall buckling) Fe& Fc„= 21.0 ksi 9.0 ksi allowable stress - FePW= N/A allowable stress w/part of cross section weld-affected (sec. 7.1.2) Fcpw =Fc —A A (Fc —Few 2c) Compression in Beam Elements (element in bending in own plane),gross section: (sec. 3.4.18 Flat elements supported on both edges) nonwelded I welded OBS h/t= 18.0 slenderness ratio Si = : .:. .48; 62lower slenderness limit (overall buckling) ... ... ..... ..... ............ ......... .......... S2= :::::..:75 : i 1,9:1 upper slenderness limit (overall buckling) Fe& FC„= 28.0 ksi 12.0 ksi allowable stress FcP,,,= N/A allowable stress w/part of cross section weld-affected (sec. 7.1.2) A ' Fcpw =Fc — A (Fc —Fcw Bending Moment (X-axis): 254,016 Ib-in = from above Bending Stress(X-axis): fb= 8.4 ksi = 254,016 lb-in/Sx Minimum of(2a; average(2b,2c)): Fb=20.7 ksi =Allowable Tensile Stress OK,actual strees less than Fb=20.7 ksi CHECK CRITICAL BEAM FOR SHEAR Shear in Elements, gross section: (sec. 3.4.20 Unstiffened flat elements supported on both edges) nonwelded welded OBS h/t= 18.0 slenderness ratio ........... ........ ................... S, _ :: 36 48 lower slenderness limit(overall buckling) S2= : .:64 129. :::: upper slenderness limit(overall buckling) F„& Fes.,= 12.0 ksi 5.0 ksi allowable stress F„P,.,= N/A allowable stress w/part of cross section weld-affected (sec. 7.1.2) Fes,,„ =R— A—" (F,,—F�,, Allowed Shear Stress: Fv= 12.0 ksi Actual Shear Stress: fv= 1.3 ksi OK,fv less than Fv=12.00 ksi €lugs ' . t.<.. .,..,... :: .....,. -BEAM I1Ox10.3 T> 6061-T6 `r i b= 6.00 in A= 8.75 int E= 1.01 E+07 psi Arrange= 2.86 inZ d = 10.00 in Ix= 156.00 in4 ly= 18.00 in4 Aweb1/3= 0.43 int t,eb= 0.29 in Sx= 31.20 in3 Sy= 6.01 in tnange= 0.50 in rx= 4.22 in ry= 1.43 in ................... i Ltota,= 17 00 ft ::::: : (Total length) Ln,�=:1.3:QQ ft (unsupported length) i Lb= 4:00 ft (unbraced length for bending)(consider beam lifter to be braced by bunk assembly) Max. Moment= 28 424 lb-ft : (from visual Analysis software)(per beam) Max. Shear=A-7.3. Itis.::: (from visual Analysis software)(per beam) .::.::.... :::....... CHECK CRITICAL BEAM FOR BENDING ❑ nonwelded members and welded members way than 1.0 in of a weld 1) Allowable Tension Stress (FO: ❑ welded members within 1.0 in of a weld 1a) Tension in Beams: (extreme fiber, net section) Q members weld-affected cross sectional (sec. 3.4.2 Flat elements in uniform tension) ............. ..... Ft= :19: ,0.k$i. (nonwelded members and welded members at location farther than 1.0 in of a weld) ......:..... .. .. .............. ..... Ft,,,= 9.0:ksi ::: : ::: (within 1.0 in of a weld) .............. .. . Ftp,= 12.3 ksi (allowable stress w/part of cross section weld-affected (sec. 7.1.2)) Ftp. --Ft _ Aw (Ft -Ftw A= 3.00 in (net cross sectional area) Aw= 2.00 int (weld-affected cross sectional area (if Aw<0.15A,Aw= 0)) Bending Moment(X-axis): 341,088 lb-in =from above Tension Stress (X-axis): ft= 10.9 ksi = 341,088 Ib-in/Sx Allowable Tensile Stress: Ft= 12.3 ksi OK, actual strees less than Ft= 12.3 ksi 2) Allowable Compressive Stress(Fb): 2a) Compression in Beams (extreme fiber, gross section) (sec. 3.4.11 Single web shapes) nonwelded Iwelded OBS Lb/ry= 33.5 slenderness ratio S1 = 21 26 .. ;: lower slenderness limit (overall buckling) ......:.....:....... ....... .... ....... SZ= : . :.::79 : 160.:.:::: upper slenderness limit(overall buckling) Fc& Fc,= 19.8 ksi 8.8 ksi allowable stress FcpW= 12.4 ksi allowable stress w/part of cross section weld-affected (sec. 7.1.2) FcpW =Fc _Aw (Fc _Fcw) A= 3.00 in (net cross sectional area) A Aw= 2.00 in (weld-affected cross sectional area (if Aw< 0.15A, Aw= 0)) 2b)Compression in Beam Elements(element in uniform compression), gross section: (sec. 3.4.15 Flat elements supported on one edge) nonwelded welded OBS b/t= 5.7 slenderness ratio S1 = 6;$ ::.: 9 lower slenderness limit (overall buckling) ............ ....... ...... ............. SZ = ::: : : :10 : 18........ upper slenderness limit (overall buckling) Fc &F,,= 21.0 ksi 9.0 ksi allowable stress Fcpw= 13.0 ksi allowable stress w/part of cross section weld-affected (sec. 7.1.2) age�' of F.PW =F. -A W (F� -FEW) A= 3.00 int (net cross sectional area) A Aw= 2.00 int (weld-affected cross sectional area (if Aw<0.15A, Aw= 0)) 2c) Compression in Beam Elements(element in bending in own plane), gross section: (sec. 3.4.18 Flat elements supported on both edges) nonwelded I welded OBS h/t= 31.0 slenderness ratio S, _ :::: ::48 :: :::: ::::::::62:::::::: lower slenderness limit(overall buckling) ................... .................... 32= 75:: ' : : 'l.'19 upper slenderness limit(overall buckling) F,& Fc„= 28.0 ksi 12.0 ksi allowable stress FCPW= 13.6 ksi allowable stress w/part of cross section weld-affected (sec. 7.1.2) FcPW =Fe -A W (F. -F.w) A= 2.90 int (net cross sectional area) A Aw= 2.61 int (weld-affected cross sectional area (if Aw< 0.15A,Aw= 0)) Bending Moment (X-axis): 341,088 Ib-in =from above Bending Stress(X-axis): fb= 10.9 ksi = 341,088 Ib-in/Sx Minimum of(2a; average(2b,2c)): Fb= 12.4 ksi =Allowable Tensile Stress OK, actual strees less than Fb= 12.4 ksi ❑ nonwelded members and welded members way than 1.0 in of a weld CHECK CRITICAL BEAM FOR SHEAR Q welded members within 1.0 in of weld Shear in Elements, gross section: ❑ members weld-affected cross sectional (sec. 3.4.20 Unstiffened flat elements supported on both edges) nonwelded Iwelded OBS h/t= 31.0 slenderness ratio Si = 36 :: :: 48 lower slenderness limit(overall buckling) S2 = 64. 1.29 : :: : upper slenderness limit(overall buckling) F"& F,,,,,,= 12.0 ksi 5.0 ksi allowable stress F"P,.,=15.7 ksi allowable stress w/part of cross section weld-affected (sec. 7.1.2) A A= 2.90 in (net cross sectional area) "per A " "`" Aw= 2.61 int (weld-affected cross sectional area(if Aw< 0.15A,Aw= 0)) Allowable Shear Stress: Fv= 5.0 ksi Actual Shear Stress: fv= 1.7.ksi OK,fv less than Fv=5.0 ksi Check 1/4"fillet weld between Carrier Assy&I-beam ELECTRODE 1/4 5556 L= 8.00 in n,= 1.95 (Safety factor-TAB 3.4-1) L,,Ye= 8.00 in S,"= 0.250 in tweed= 0.177 in = 0.707 (S") Aweld= 1.41 in Shear load V= 4.37 kips (from above) Fs,,,= 3.54 kips/in V,,,= 14.50 kips = F5,"Lwe/n. OK, greather than 4.37 lbs 5/16"diam. 7 x 19 SSAC IWRC AIS1304 for each arm lift assembly. KAre rope goes up and down 2 times between two assembly arm blocks, giving a 2 to 11ift ratio, SF= 2.00 Safety Factor Trequired= 18,040 = 2255 lbs 4x2 Tactual= 9,000 lbs Breaking strength per Material Certification provided by: (Cert. No: KTS0176/02) Fortune Rope and Metal Company, Inc 351 Zoo Parkway, Jacksonville FL 32226, Tel 1-888-445-5217 dated July 23, 2007 Customer PO No: 1570 Wire rope certifications available upon request to Neptune Boat Lifts, Inc. Tallow'= 9,000 = 4500 lbs OK,(more than required strength) 2 �7 qe GENERAL NOTES PROPOSED BOATLIFT�FxOE ; \ o C DESIGN: IN ACCORDANCE WITH FBC 2010 EDITION & ASCE 7-10 JOAQUINAMADOR # PILE NOTES: ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. d25-79 AND BE PRESSURE TREATED W/ C.C.A. 1491 NE 102nd STREET FEDERAL SPECIFICATIONS TT-W-550D(1) OR TT-W-00550E(1) AND AWFA-MP-4. PILES TO HAVE A MIN. DIA. OF 12" MIAMI SHORES, FLORIDA "'co PRESTRESSED CONCRETE: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. U C CCONCRETE SHALL ATTAIN A STRENGTH OF 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416-6820K •iSTRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. ID 0a2 MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: CONSULTING ENG14orE 2 .0 INTO BEDROCK- 6 FEET MIN. C U J.N.SHEINGOLD P.E. OFFICE: 305 986 7002 0) x E MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE PE#21181 FAX: 305 253 4455 -� co esmm CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. 12420 SW 75 AVENUE E=, -_t REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 O ° ems" p MIAMI, FLORIDA 33156 O m o- GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST (n(�ommaw ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, #1 GRADE S.P. OR BETTER (BEAMS TO BE NON-DE7q— SELECT STRUCTURAL) AND COMPLY WITH NSD 2005 SPECIFICATIONS. jq� HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED. 7 2�1� NE 108th 5`BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307-83A. TF DESIGN LOADS: 501bs/FT2OF LIVE LOADS, 6.51bs/FT2OF DEAD LOADS `'` ' z 7.ON�P1G CES'� l� -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 ,�,� P,EF: SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF �� SOUTHERN MARINE CONSTRUCTION, INC. ��j '''-`'' 1O�"'�"��'� z; Af Wm AND Rf"GIJ1 ATInNS EXIST. SEAWALL CAP TO REMAIN 1atnst LATE vncc7E t, mr �.•• EL. +5'-0" NGVD •-$ Q AlElOathSt �••• •• '. cv , ------------ EXISTING SEAWALL1t�4thSt ...... ..•. ..... i-% T.O. EXIST.CONC.CAP _� • r � EXIST. BATTER PILE TO REMAIN J T NE1tl3rdStca •�•• ....: 7 X • • Y Q P =• �. � ••••e� i 6rh r'•.y• •j Gcr.� -- - EL. +1'-9' NGVD z ••O•-- o M H W c� • . Q cnFL qtr 1020d St «« • • .- •••s«* a s mTE N 'c vi EXISTING SEAWALL TO REMAIN o N ;...; w ••L•0 s EL. -9" NGVD LOCATION MAP •• co — CD --+ ----------- MLw N.T.S. o w EXISTING SEAWALL LOT LOCATION a oCD cm U) � r EXISTING SEAWALL SECTIONcc o � u = i n _ W co m 1/4 1 -0 RER-NAT RES ES DIVISION W LO t PRE MIN ROVAL h. � — Nan�a rte cm Z o to (� � o CO � NAME EXISTING FENDER z o DATE `' Z 5 I S % PILES TO REMAIN W Lon 12'-0" 10'-0" 10'-0" 10'-0" j �� EXISTING SEAWALL Z a z TO REMAIN F o >a i • / 0 � Or i � � � Z cn N I — (3) EXISTING FENDER ;PILE uj TO BE REMOVED AND 90'-0" RELOCATED, TYP. U.O.N. - 1 EXISTING CONDITIONS AND DEMOLITION PLAN N VICINITY MAP NAME A BATE 1 OF 2 3/32" = 1'-011 N.T.S. 1 —HP MOTOR, TYP.- NEPTUNE 2 MOTOR BOAT LIFT MOTOR CONTROL CABLE 0 ° LIQUID TIGHT CONNECTORS, 0 0 "� m GFI PROTECTION TYPICAL co co U AS PER NEC 110, CARFLEX W/ BLACK, RED, �� C 215, 240 & ORANGE, GREEN & YELLOW � •L €o 310.16.4 MOTOR CONTROL CABLE (s C a �..; O �, CONNECT TO \ REMOTE BOX � •— 2 +r e EXISTING >>> �� c9 HOUSE PANEL PVC W/ BLACK, RED, Natural Ru o; - i ORANGE, GREEN & YELLOW Gur r t }' E 30 MOTOR CONTROL CABLE E,. o C EW AMP O O s��m.cN UUmmaw DISCONNECT MEANS — —_ NEW 12"0 L CCA / ALL WORK TO BE PEFORMED SHALL WOOD PILE, TYP. IBE AS PER 2010 FBC 107.2.1 .3 NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. RER-NATURAL RESOURCES DIVISION ` .... PRELIMIt� RQVAL � •.. •, '.... ..•.. . . \ . NAME — � 2 l ...... .... ..... DATE = SOLAR LIGHTS ON \ •.... 0000 \ (2) OUTSIDE PILES \ •••• •••• •...u, C NIGHT TIME REFLECTORS 00 00 •�••� 0 � �cn 1 ON ALL PILES �\ •.,,.. , m F c vi � • • • N d :*00:4 W Z 01 01 .. .. m z z •" O z O v co a onr- --------------------------------------------------------------------------------\---------------------- - ~ N (4) NEW 12" CCA \ � o v O BOATLIFT PILES, TYP. \ o W co M W co Lo (3) EXISTING RELOCATED \� ° Z Lo � c� NEW1 6,000 LB Q O 0 p i O FENDER PILE, TYP. U.O.N. o (� M co p I I NEPTUNE z CRADLE LIFT in z o (1) EXISTING FENDER o W PILES TO REMAINw � F— co W II Li z d z c ^ c*� of > Oa ¢o • • = z0 Lo r' Cr 0 0 EXISTING SEAWALL TO REMAIN (n w '�vL .- , C•T co 0 G N O Zia 1 1 N — w 17'-6" 1 1 '-6" 13'-0" 12'-0" 12'-0" 12'-0" 12'-0" U r � a RER-NATURAE URCES DIVISION N FINAL A . WVAIN PROPOSED BOATLIFT PLAN "AME -- -2 DAXE 20F2 1/811 _ 1 I-0° STRUCTURAL NOTES: FRANK L.BENNARDO,P.E. #PE0046549 ALUMINUM 4-POST STANDARD BOAT LIFTS THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED&ALL WORK SHALL BE IN ACCORDANCE WIT - �-' THE STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE. BY NEPTUNE BOAT LIFT r- . 03,/31, 4 NOTE: "' :1 VALID THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS�ASSOCIATED WITH ALIDONLY WRH SEAL SPEEDS OF V"it = 175 MPH,VASA = 136 MPH (3 SEC GUST) EXPOSURE'D'WLTHAU�T,A.BOAT ON THE rn LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD.THE LIFTING'SYRU;(�fURE v 0 nl cn INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF V„ii=90 MPH IN EXPOSURE O Z O v� a. 'C'OR 70 MPH IN EXPOSURE'D'. Nah Q ���rN� #cM w THE OWNER IS RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS OF LL Iii 1% j LL O O m B Vasd AS CALCULATED BELOW. PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR Q Z LV Z=°= n. 0 3 REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND °w �UU W O READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE OR n Q L7 tn � Wo Z m REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME AS ARE DESIGNATED w m ID W F BY THE U.S.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT.THE LIFT OWNER SHALL 0 11i ?� BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY,EXPRESSED OR W Lu�n E H I I IMPLIED,IS CONTAINED HEREIN.Vasd MAY BE CALCULATED BY THE FOLLOWING FORMULA:Vasd = Ln s • . 0 X0.6*Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS 0 W.� + + AS CONFIRMED BY OTHERS: B/s=1.92,s/h = 1.00, FOR A Cf of 1.4 MAXIMUM WHERE H IS THE HEIGHT p • • • • TO TOP OF BOAT, B IS HORIZONTAL DIMENSION,AND S IS VERTICAL DIMENSION. CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL m K CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. W a I THIS DETAIL IS PREPARED AS A GENERAL NON-SITE SPECIFIC MASTER PLAN SHEET DETAIL.TYPICAL `i N o in m FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED SEALED U- WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED cn Ln J J L N HEREIN,OR STANDARD FIELD CONDITIONS,ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED X m AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE • N J a Q al I TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL.AS THIS IS NOT A SITE SPECIFIC • � Q u ••0 tw B DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLAF46N 10 , • w M •a THE HOST STRUCTURE. •••••• ••L cn 0 •••i•• o g W a v co ALUMINUM ••.• � N H •• MATERIAL: 6061 T6 ALUMINUM •••••• d • p tu ,�'•, •• W ALL WELDS ARE MIN. 1/4"FULL FILLET WELD USING 5556 FILLER ALLOY.ALL WELDING MV�j �" • N W CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIEQ BY OTHERS. • •� p2o ••a q C THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO •• a ••i� v PREVENT ELECTROLYSIS. :00:0*••••• • • �A\\ O . �V . .. _ 2 FASTENERS: • • • • ••r� z ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT .ALL BOLTS SHALL BE HOT DMED• • • Q g GALVANIZED, OR STAINLESS STEEL&MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED • t d WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD&BOLT HEAD&BETWEEN O WOOD&NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,CAPACITIES SHALL BE a EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT N DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE $ a m THICKNESS OF STUCCO OR OTHER FINISHES. c $ 6Em c ? A ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY x i �o "KOPPERS BITUMINOUS PAINT"OR POLYETHYLENE TAPE UHMW(ULTRA HIGH MOLECULAR WEIGHT) czm LL ' ��_• m11.7 mils(0.30 mm) MIN.TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING J = (DI CODE.ALL WELDS TO BE COVERED WITH ALUMINUM PAINT. c F F a69 Pa a) ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE.INFORMATION CONTAINED HEREIN IS BASED xa e ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD m m 8� RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. o o 01. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE w �z a NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY o ii + • • E INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND wz • • • • FABRICATION AND INSTALLATION OF MATERIALS. COPYRIGHTENGINEERING EXPRESS ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS 00-N BL-0002 SPECIFICATION BY CONTRACTOR, et. al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL SCALE Jul x COSTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL PAGE DESCRIPTION: FABRICATION, SYSTEM ERECTION, &CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED E ® FOR BY LOCAL, STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. EXCEPT AS 10F CL N EXPRESSLY PROVIDED IN HEREIN, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a PLAN VIEW M SCALE 1/2" = 1'-0" 0 FRANK L.BENNARDO,P.E. #PE0046549 75R VALID (1)JOB(s) NLY ALID'ONnLY D ENGINEER 5 LL U t0Nm W ��® #M cp s} :i W LLi O LL LLJ 'W'� ::)LLLn U m oz'nr >U '� ws O z ' m� w o W Npo K � I H kB( 1/2" DIAM. WEDGE WW W 3 v z^ ANCHORS, 3" MIN. Ln 3 i 3 }-- EQ. EQ. ��'o" J GEMBED. INTO f'c = o W oma+ 00 PSI CONCRETE, 0 W e s e CENTERED 'i p IG /2" DIAM. LAGS, 4" MIN.ETRATION,CENTERED � N o Ln co I I i I L L '"' 'm Ln Ln CD I I , I I CONCRETE PILES J a 0 I 1, 2, OR 3 PART LINE I I BY OTHERS w o I • J LL Q i I PER COMPONENT LIST I I E I WOOD PILES BY OTHERS ••• •�j•� a %D •00 N I i I i 2.51b CCA TREATED +::••: • : •� _ -• a° I ® I ••0i06 t7 coo g H WOOD PILE CONCRETE PILE 6666 • • N 66 6666 LL c •!L! I I I I PILE MOUNTING DETAIL ot I WOOD PILING OR CONCRETE I Z• "' 000 NI I PILING (BY OTHERS) I I I SCALE 3/4" = 1'-0" 60.00" �O• 6:*a C. I I I I I I ••6.0• • v •6t N I I I I • • • • •• ••� m I I 3/8" 3" •• • 00 ••n o D B ( I I ` 0.50 • •• �� • Q ————— ——————— — a I I O � m J ry w _ m A C o i- g z 1 i/z" I LL LL O5 MOUNTING BRACKET DETAIL m m � SCALE 1" = 1'-0" n lei H SECTION AFP 4k ®_ LL SCALE 1/2" = V-0" 'o CL � E3oME o COPYRIGHT ENGINEERING EXPRESS 00-NBL-0002 r SCALE: 101 m y PAGE DESCRIPTION: Y E: J ` C Nc; OF N 3 V 1� O N M (7 O FRANK L.BENNARDO,P.E. #PE0046549 ID (s)ON AUD*L WITH RAISED ER ' V LL WNcn C LU -1't cp � uj�� O K H LLW LL I i IL w=fix >u W � co aWo z LIST OF COMPONENTS wz Noo W WW �J� � 4 500 7 000 10 000 13,000 16 000 20 000 24 000 w m LIFT CAPACITY(LB) �LL q 3 (A p�un O Lu 3"X12" PT W . BUNK 3"X8" PT SYP#1 3"X10" PT SYP#1 a I I SYP#1 ,1 4 l © BUNK BRACKET SUPPORT 1/4"X2"X2" 3 © LIFTER BEAM AA I 6"X4.7 AA I 8"X6.3 AA I 8"X7.0 AA I 10"X10.3 AA I 12"X14.3 U I N 0 I OD SHEAVE PULLY PLATE 1/4"X4"X5"ANGLEM Ln m o I J M rn © SS WIRE ROPE 5/16" 7X19 SS 304 (1 PART) 5/16" 7X19 SS 304 (2 PART) 5/16" 7X19 SS 304 (3 PART) 2 I Q JL a I OLL E OF PILING MOUNT BRACKET 3/8"X3"X12" FLAT BAR i ••• •� OAC ••b •• • qtj•3 p '? • a Ln © CARRIER BEAM END PLAT 1/4"X5" FLAT BAR 1/4"BARFLAT 1/4"X7" FLAT BAR 1/4"X8" FLAT @��•• •z C) g ^ • r J EQ. EQ. • • • � v ••� DRIVE SHAFT BEARING 0000 0W• O 0 •• D BLOCK 2"X3" FLAT BAR Z w M C / B Q DRIVESHAFT 1-1/2" NOM. DIA. SH80 GALV PIPE •• •• 0• ••� N TOP CARRIER ASSEMBLYi••i•i • ••D p Q (2 C-CHANNELS PER AA CS 5"X2.2 AA CS 6"X2.8 AA CS 7"X3.2 AA CS 8"X4.3 AA:S 8"h'S.6 ••i•Cy h •• ••� ASSY) •• • IM, �• ••� a ! QK MOTOR AND GEAR BOX ALUM. HOUSING 0• 0 f O O u> I I © TOP CARRIER CONNECTOR 3/8"X3"X12" FLAT BAR I a © GUIDE POST SOCKET 2" NOM. DIA. SH80 ALUMN PIPE J40 Lu o z SECTION B LIST OF DIMENSIONS Y m m c SCALE 1/2" — V-0" x J J INN m LIFT CAPACITY ° LL v 0 4,500 7,000 10,000 13,000 16,000 20,000 24,000 m (LB) 0 150" 150" 150" 150" 150" 150" 192 Z f 02 48 48 48 48 48 48 48' Hl LL m Q3 144" 144" 150" 150" 168" 168" 192" 0 6 Z ® 142" 142" 142 142" 142" 142" 182" 2 o 144" 144" 144" 144" 144" 168" 216 u 0 e COPYRIGHT ENGINEERING EXPRESS 00-NBL-0002 SCALE: Jul ;a PAGE DESCRIPTION: 0 OF cn a 0 M r� 0