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DOCK-13-1113Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 195858 Permit Number: DOCK -5 -13 -1113 Scheduled Inspection Date: July 29, 2013 Permit Type: Dock Inspector: Rodriguez, Jorge F' I Owner: FRASER, PATRICK Job Address: 1500 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: SOUTHERN MARINE CONSTRUCTION, INC. Building Department Comments 15X10 WOOD DOCK EXTENSION WITH 13,000 AS PER PLAN PENDING ENG FEES 06/17/2013 - fees paid Inspect. on Type. ma Work Classification: Addition /Alteration Phone Number (305)795 -2671 Parcel Number 1132050310090 INSPECTOR COMMENTS False Phone: 305 - 861 -2764 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 191845. No access, gate locked Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 26, 2013 For Inspections please call: (305)762 -4949 Page 26 of 33 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF PROFESSIONAL ENGWEER4 FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., t MIAMI, FLORIDA 33166 TELEPHONE: (305) 378 -1244 Established 1976 Village of Miami Shores Building Department 10050 N.E. 2" d Avenue Miami Shores, Florida 33138 Dear Building Official 2 July, 2013 Ref: Dock 5 -13 -1113 1500 N.E. 103rd Street Southern Marine Corporation 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 Florida Building Code and is being submitted to the Miami Shores Village building department at the time of final inspection for the above referenced structure. P.E. 21181 0 d Pile Driving Log Proiect Address 1500 N.E. 103rd Street Permit Number B5 -13 -1113 Date 6/17113 Pile Hammer Weight 4000# Drop Height 6 feet Contractor Southern Marine Engineer -of- record J.N. Sheingold, P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments N (in) (ft) (3 ft) (ft) 1 12 35 10 11 mooring pile 2 12 35 10 11 dock pile 3 12 40 9 16 dock pile 4 12 40 9 16 mooring pile 5 12 40 10 16 dock pile N T T -LI I iiZj ;:iftl Z It A 1 7-1 U ci�ZL�Lj i14 a, "AL IM 7. 71-:.°; :y i [#f7 1177 =� 77,77 i i i i 1 i —T 74 C Oordrackw% now and & SuW. Fayawd boW mqt*W by awwfmn Affamt of bond 1 6. LmxWs tame wW addrem CFN 2013RO472223 OR Bk 28677 Pa 3382; tips) RECORDED 06113/2013 1349:56 HARVEY RUVINY CLERK OF COURT HIAMI-DARE COUNTY? FLORIDA LAST PAGE V arrh t HEREBY CER77FY Ma . M900" OAM WrrNE'&S my trend and HARVEY &U_VIN, CLER Rv FA 7. Pasons wNgn to stdo of RwIft dedpoled by Owner tart whomm noftes or domanevills may be swved as povNed by Seoftn 713.1V Name axiaddress: & In ad +n 1110 hknwff, CKWx" dssWrwbm #0 fogov&V person" lho recebm a' of the Llenoft Noce as provkfed In Secdon 71&lMft Rodda SWUtm 2 Le 9. Exphadon deft of 14s .WJW of 0XINNUNK010 pw emp" dat► Is I year ftm Abe deft of recording urdm a W, I /j IN, 6. W- Sin tDwW gibed bofmfnet*-&—L�l day of LIA&C-M- —2DJ3-. Notiry Pdft� P*t Notafft N myommftdon MM-62 FWW4 � MY COMMISSION # EE 143080 EXPIRES: February 10, 2016 80flded Thru Budgst No" Se*w '.dIly - WIMMERN M-ARJNE . P 0 BOX 414194 G9NfflRUeTI(*MW MIAMI BEACH, Fl. 33141.0194 n Mami Shores eTt Village W'n -t3.: "; .Y ' v r JUN 0 4 2013 f !fE 1 Y -.Y< l Cr � «! _ yr Y• !r i • _ it:.,nl _ _ _ ,y � i _. 2. 3. 4. 92420 SW 75th AVe Miami, F1 33956 ftm*ft ..31 5..328 3244 WjwjftLj"ny= -21181- InIn Miami shores Village Building Department RECEIPT PERMIT #> ✓ I�-1 I' 6 DATE: —' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (NAME) Zjtractor ner ❑ Architect Picked up 2 sets of plans and (other) Address: - �� �` 1 034 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 BuildinaC epartment to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: t--� RESUBMITTED DATE: PERMIT CLERK INITIAL: Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Return to: Miami Shores Village Invoice Number: DOCK -6 -13 -48124 10050 N.E. 2nd Avenue Invoice Date: June 14, 2013 Miami Shores, FL 33138 -0000 Permit Number: DOCK -5 -13 -1113 Bond Number: Bill To Comments: PATRICK FRASER 1500 NE 103 ST MIAMI SHORES, FL 33138 -2628 Date Fee Name Fee Type Fee Amount 06/14/2013 Plan Review Fee (Engineer) Friday, June 14, 2013 Calculated $160.00 Total Fees Due: $160.00 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDIN RE MAY Permit No. i Illy. Master Permit No. ROOFING JOB ADDRESS: i S ®O F:z- 10 J 51 a %- 7- - -- City: Miami Shores County: Miami Dade Folio/Parcel #: 11-3W5--05/-0C) 90 Is the Building Historically Designated: Yes NO `/ Flood Zone: 1� OWNER: Name (Fee Simple Titleholder): 1111(, j 0-t -1 U U.l :1 Phone #: 905 1 l Address: /5-00 N1 ' 1g zo- S `/Z r� T City: ,A_114;"; 9OY02%_S State: ILL 313 ff Tenant/I.essee Name: Email: I Cau. S-> &/3 -637.7 CONTRACTOR: Company Name: soj �I eo-u) h'I w11 we OW S4 Phone#: ® 96 - 7,7 6 Address• P ®'g � 0 X 411419 City: P I ivo-4 I 13°f✓Lr_ 11 State: ILL ®a2 4- Zip: s Qualifier Name: State Certification or Contact ion #: Certificate of Email Address: DESIGNER: Archite< ngineer iew $T) L 7-761 r /l 1z U 4-L ® n!e i Value of Work f�rr this Permit: $ 111006-00 Square/Linear Footage of Work: Type of Work: DAddition ration ONew ORepair/Replace ODemolition D~- rintinn of Work! Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ a En Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. "WARNE14G 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 suchfosted /Mice, the inspection will not be approved and a reinspection fee will be charged.'1 , i Signature V Signature low w Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fo toinnt strume w1as ackno 1 ore thi� day of N A 1� C-4 , 20 1 �, by P4�j Y0 6-V- A day of , 20)!&.-- who is personally known to me or who has produced who is kripwn to me or who has produced As identification and who did take an oath. fication and who did take an oath. NOTARY PUBLIC: NO AR Y PUBLIC: ��� C .AJ A l t ida Sign: Sign: Print: 0 IFel,0R , 1 /� 01 Ap .,, Prliit: ' °',4 ' - My t;omm EXP resEE 128810 My Commission Ex plr MY COMMISSION 4 EE 143080 M y Commissio ,9• °� ` Bonded Through National Notary Assn- EXPIRES: February 10, 2016 X� "' Bonded ThWBudget'Notary8MkeS APPROVED BY Plans Examiner �� �c�l-''S Zoning 5 6 Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) AZ'005/ZQ�13 Fri 12:17 Paul L nd>t 8 Associates 772-232-9375 THIS CERTIFICATE M HIED AS A MAXTER OF MOMM N ONLY AND CONFERS NO RIGHTS LWON THE CERTIRCATE HOLDER THIS CM171CATE ICES NOT AFFIRMATIVELY OR NEGAMMY AMQJD, MUM OR ALTER THE COVERAGE AFRMM BY THE POLICIES BELOW- THIS CF_RTFICAYE OF MMURANCE QOE9 NOT CON8TITUTB A CONTRACT BETWEEN THE MGUM NHS), AUTHORMID REPRESENTATNE OR PRODUCER, AND THE CERTIFICATE HOLDER. 1@IPORTANT: If the certficate holder Is an ADDITIONAL INSURED, the policAlm) must be endorsed. I SUBROGATION 19 VVANM subOd to the term mul conditions o the poky, eertift poNNes nW roquIre m endoreement. A stetemerd an t#ft certlNCate does nd Cotter ri9hte to the certificate holder In Neu of etch endornMrlt(e). CO PRODUCER NAM T Paul PAUL LYNCH & ASSOCIATES INC P1ONE (772)232 -9371 701 N Federal fty, Suite 401 a: ADS: sue@ iasuremarine . ccma Stuart, FL 34994 R UIUMM AFFOROM coYERUB INSURER A. United State Fire Tnst P.O. Sox 414194 A IRER D Ml.ami Beach, Fi, 33141 DISURER E: 305- 861 -2764 WSURER r: �GiAM/Vd ne eHIICD i ID #23611 9011Of 19 (772) 75 COVERAGES W--141 ll" 1tiAi t VWMtMm: - - - - 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 MBE= TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN RMUCED BY PAID CLAIMS. %1pqwr-L^1j "' iami shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE POLICY EFF Jay ap Lram Miami. t� UR A TYPE OF praxw a GENERAL UNMnY �[ CONINIUMIAL GENERAL L MMM cwMS ao D ocara x PFI (Ex -Crew & POLICY NUMUR 830- 100090 -6 0/22!72 - 0122!13 EA.C11 occuRRalcE $ 1,000,000 Przt Ea wxerrenc S S0,000 IdED aw t� v0m avnT $ 5,000 PERSDI` &AMMURY $ 1,000,000 GENERAL AGGREGATE $ 2,00 ,000 cargo) PRODUCTS- C GM MP A $ 1 , 0 00 , 000 GEN'L AGGREGATE LMT APPLIES FC4,t POLA:Y PRO- LOC AUTOMOBA.E UABLITY LELIM mxwu d $ $ BODE- YII�llURV{Pt7 ) $ ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS NOW -OWPfID FARED AUTOS H AUTOS BE1De.Y1NNRY(Per accLderd) $ $ $ UMBRELLA 1JJ4B CUR EACH OCCURRENCE $ AG'OREGATE $ HESS UAS CLAgdgMADE I WC x TORYTA S f72 g MIA MC 9597411 -02 Includes USL&H 2118/13 2118114 OED RETB4Tim $ WOMERS C MATION AND EMPLOYERTUABfLITY YIN ANY teal. m NNi uyas,eascroeunder DESCRPTM OF OPERATIONS beRm ('_t.EACHACCMfWr $ 1,000,000 E.L.nmEA E- EAEMPLGYEE $ 1,000,000 F.L. E- FDLICYLIasr $ 1,000,000 DESORPTION OF OPERATIONS I LOCATKMI VMCLES (At" ACORD 101. AdMOM 9040M 5016& O, TMM 9Pwe LR MWI MM Marine Contractor. CERTIFICATE HOLDER %1pqwr-L^1j "' iami shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd .Avenue THE ExmMTM DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami. Shores*, Florida 33138 ACCORDANCE WITH THE POLICY PROVISIONS. ADTxDRLZtD REP-ATrre ,s nrs6nIIAT1lMI Ae e1w1.lc .neeNOtt ACORD25(20 1100 The ACORD name and bgo are m ostered mates ofACORD I •haGlert "s D0 1r" FOPWAFM SOUTHERN MARINE CONSTRUCTION INC ROBERT ROSSI PRES P.O. BOX 41 -4194 MIAMI BEACH FL 33341 - `0228R0�S908� - s i FUM -CUM UA F0WAM p PAW WM FL pER�IT N0.?.1'1 119524 -7 THIS IS NOT A BILL -� DO NOT PAY RENEWAL L 119524 -7 �1. CONSTRUCTION INC CC, # 3313$ NIAMIAVf -D ru'iHERN MARINE CONSTRUCTION INC WORKEIVS 9ocjWjPMTY EN61KEERINO CONTRACT .10 s°�iui»#r AM rilnY �+ Dof=f0WAW Moumw an ali� mm SOUTHERN M 91NE CONSTRUCTION INC an ROBERT.ROSSI PRES NgrA op "ma "' P.O. BOX 41 -4194 .. MIAMI BEACH F�. 33141. pliNlF =C0UK"'rM , 8/22/2012 02280059001 . 000045. 00}# t1!!# r! tl ii# t} 7i# i1f}# #! # #ltf #!}!I! #�1#i1#i! ##lli! #i sim one sm . ^ .` � ~— o ` | ) | \ , e ...: :: Ew- I ' �G::.. _ ''Fit••• :-•' :: try: _s Y 4: :v •' •i:]r'.. ~••� •i�:. -... .r_;.�. .�' �'�; a•.:•� >:.nt� 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM Work prepared for NEPTUNE BOAT LIFTS Job#. 00 -NBL -0002 Project: 13,000 Ibs 4 -POST BOAT LIFT By: TSB check FLB Date: 911812 vkec# r Design Calculations for Alum. Structure 0 2013 Refer To Attached Drawings V� „rasa ton o� (Drawings Signed & Sealed By Below- Signed EngineeL'IDS RMDcaS��R�uAaea 91 Restio U� NR�R .a1R p�''0� rswn l General Notes: 1. All work has been designed and shall be installed in accordance with the minimum requirements of the 2007 Florida Building Code with 2009 Supplements. 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 7-05 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. Raised Engineer's Seal Valid For through FL•B #00- NBL - 0002_01 Frank L. Bennardo, P. . ENGINEERING EXPRESS PE# 0046549 Cert of Auth #9885 F0201 ti Wind Load ° asom ea (plan pro)scd -) TL ° DL +0.75(LL+WL) ° 15,040 Om (Orevny Iced) TL ° WL ° 2,7201hs Odors! load 104 Ft ° (nonwekled memtrers and welded members at lwd n farther than 1.01n of a weld) Fe,= (Mft1.01nofaWOW) FW ° WA (a0awable stress w/ part of ctoes sedan weld - affected (sea 7.1.2)) Frw =Ft-8---(F, ( -F.) tending Moment (X -mUe): 254,016 DHn ° from above 'errston Stress Qt ode): ft ° 8.4 rod ° 251,016 Orin / Sir dlawabls Tertdle Stress. Ft ° le.D Imi OK, actrmt sttaes less then Ft° 19A0 kaf Au,mvahle camoreas(va Sfiasa O�hh 6.1 184.5 Idemtemess moo FLT I&OA2 + t�S1Ta 40.1 w,°I 18.8kct ! B.ekd IeOowableakess F,p, °I 1271m1 la0avable stress wt pad of mass aec0onweld- aeeded (W- 7.12) A ° 2A5 bP (net moss sedbonal arse) opr ° a A Aw °123W ( weW- dbctedm oesssdonnimea(flAw40.16A,Aw °0)) i) Compression In Beam F]ements (element In tmBomt curawa islanl. arasa n¢eeone Sa -MIUMMENN tipperdendemess bt (ovarell bur kOnp) S ° ubs //rj Few ° Fe _Aw 2b) Compresslon In Beam Elements (element la nuftarm compression), gross section: (sec. 3.4.18 Flat elements supported on both edges) nowMiled I welded . 088 bA ° 6.0 siesdsmess moo ' 61 ° �kllll lower slendemeas Ird (ovord budding) Ss ° upper slenderness Ooh (overd budding) Fe & F°, ° anowable stress F,w. ° WA dowable strew w/ part of arose sedan watti4ftected (sea. 7.1.4 Few, °Fo - A �Fo-F_) 20 Compression In Beam ElemeMa (element In banding Is awn ohmeL mass section: Fes° e- A (F, -F CIE IV r Bending Moment 264,016 m stove BenrOng stress (X mdeg a n B. ' 4.6te Drdn/ Si Mm= of (2e; aysrege(21,2c)): 3tjt4 Ub ° Au sahfe Terwo Stress F,,,, ° WA Idosrable stress w/ part of cross sedan mWaftected (sea 7.1 .2) Allowed ShssrStrom W ° 120 kd Actual Shear Stress: fv ° 1.3 kd OK, fv less then Fw12.00 kd F,y,11 13.8 list la0owable stress es/ part oferose sedan well- aftected(eea 7.1.2) -- Fwn° F. - N- (. - A °2.054? (ne ass tasecarmlares) Aw ° 123 b? (weld•atfected craw sectlonal am (d Aw 4 0.15A, Aw ° 0)) p w ° e A �. -Q A ° 2.00 bra (rrct times sedonal area) . Aw °1.75W ( ueb4fsded times sedonel was (OAw <0.15A,Aw °0)) among Moment (X- arch): 184,916 lbbr ° kmrr above n ftg Stress 9"*): fb ° 11.5 Ion ° 194,918 0rbr / Sic nlmum of (2e; averege,91,2o)): Fb ° 127 kd ° AAovreble Treadle Strom 0& actual less then Fb °127lid paavasasl a�6easrdnmided mmnLmswsytrsm i.o m aravveld HECK CRITICAL BEAM FOR SHEAR Qsanhesvdtltl010mataned redo F 11 "w Is0owablestreasw / pad of cram sedonive affected(sea7.1.2) g�aR_A , � _F� A °200hre (net amsec0onelarea) . A Aw °1.75htr ( weld- afieded cross aoc6onstam (NAw<0.15A,Aw-0)) AOowable ShearStress W ° 6A !ad Aclual6hdar Stress: tv ° 22 kd OK,fv less than FwBA kst bow f/4 M . L- L_ - S.00 In Sy° a= in t„y ° 0.1771n ° A� ° 1.41 W Shear Wadd° 3.91 kips (from above) F°, ° 3.54 ilpeM n6°1.95 (3atetyfador -TAB 3.41) 8 meta. 7x 18 SSAC MOO AISI3O4 for each arm M assembly. .. tape tm up and dawn 2lZmesbdwom two eases* arm btadm, qV tg a 2 to f Mt ratb, SF - 2.00 Safety Fedor T, *w- 16,M - IBM On 4x2 T..- 8,000 lbs BmWdng strength per Material Cer80cdon proWded by: (Cart. No: KTSOMA12j Forhme Rope and Metal Company, Inc 381 Zoo Parimmy, Jacksonville FL 32228, Tel 14=44S3297 dated July 23, 2007 Customer PO No: 1S70 Wlre mpe car80odons available upon requeatto Nephme Boat Mite, Inc. T, - 8,000 - 4800 ibe OK, (wore than required strength) 2 'ece E yjpA 0 4 2013 unes Section [)SR NI boas s RKuladon Naturd� Raso �NRRRD) DD' M0 21.2®12 Y: t X,71 t t� R cO Q 25.36' R r 2.45' ® LU 00 (0 M N 0 N O J 12.40' II `n- o ° ' .:• "a" Li q r) / to CN L r_ a. . }- 15.00' 48.30' 46.27' WOOD URUTY x V CJ Q Q. MO •p< � ' •"' R.:. :::'K. :lam''•' .� �y Q- Qb Q 9 • �4< '�Q,• `.. Y 8.: .ate <:.. : '.....:'::' .. �: NA'? .`°' 4. 25.43'. 'a ' .•. O Ni A 5.00'3 M0 21.2®12 Y: t X,71 Q o Q m h N32 -42 -W -W 120.0V q s Z LOT BLOCK 5 to a R �f �tC�z Q ABBREVIATIONS: SVX =SIDEV AJ_K, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINKFENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE. F= FOUND, A/C =AIR CONDITIONER PAD, P/C--PROPERTY CORNER, D/H- DRILLED HOLE, VWF =WOODEN FENCE, RES- RESIDENCE, CL- CLEAR, RB =REBAR, UE =UTILI Y EASEMENT. CONC= CONCRETE SLAB. RlYV=RIGHT OF V1(/.Y, DE= DRAINAGE EASEMENT, C/L =CENTER LINE, O= DIAMTER, TYP- TYPICAL, M= MEASURED. R= RECORDED, ENCR = ENCROACHMENT; COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION: O/S= OFFSET, P/P =POWER POLE, OHP =OVERHEAD POWERLINE, M=M TER METER MMASONRvn �l= ELEVATION BASED ON LOC. #3250 S NOT :VA EMBOSSED WITH CONCRETE •: + •:• :- .:.•:; s .: •: r.••i .:•.� :.•: •:. CBM# 02' TYPE MAINTENANCE& DRAINAGE EASEMENT=M&D.E. B-50 ELV.10.02 TYPEOFSURVEY :BOUNDARYSURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE, 2) NOT VALID WITHOUT THE SIGNATURE AL AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF. '1929__ _7) . OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL.. RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9). CONTACT. THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 1 d) EXAMINATION OF THE ABSTRACT OF TITLE WILT. HAVE TO BE MADE TO DETERMINE RECORDED REV INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF SAID M. 64 PAGE 97 CERTIFIED TO: PATRICK FRASER SUILJECT TO COA1PLIANCE WITH ALL FEDERAL PROPERTY ADDRESS: 1500 N.E: 103RD ST., MIAMI §%T1&§1 Dfit9Uff HRES AND REGULATIONS LEGAL DESCRIPTION: LOT 18 OF REPLAT OF TRACT "C" MIAMI SHORES BAY PA . RR ESTATES SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 64 AT PAGE 97 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA 3 HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. .:w4'u'rFC1' ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 go r 2.45' ® LU 00 (0 M N 0 N O J 12.40' II `n- o ° Li q r) / to CN L r_ }- 15.00' 48.30' 46.27' WOOD URUTY x V CJ Q �4'MREF. Q o Q m h N32 -42 -W -W 120.0V q s Z LOT BLOCK 5 to a R �f �tC�z Q ABBREVIATIONS: SVX =SIDEV AJ_K, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINKFENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE. F= FOUND, A/C =AIR CONDITIONER PAD, P/C--PROPERTY CORNER, D/H- DRILLED HOLE, VWF =WOODEN FENCE, RES- RESIDENCE, CL- CLEAR, RB =REBAR, UE =UTILI Y EASEMENT. CONC= CONCRETE SLAB. RlYV=RIGHT OF V1(/.Y, DE= DRAINAGE EASEMENT, C/L =CENTER LINE, O= DIAMTER, TYP- TYPICAL, M= MEASURED. R= RECORDED, ENCR = ENCROACHMENT; COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION: O/S= OFFSET, P/P =POWER POLE, OHP =OVERHEAD POWERLINE, M=M TER METER MMASONRvn �l= ELEVATION BASED ON LOC. #3250 S NOT :VA EMBOSSED WITH CONCRETE •: + •:• :- .:.•:; s .: •: r.••i .:•.� :.•: •:. CBM# 02' TYPE MAINTENANCE& DRAINAGE EASEMENT=M&D.E. B-50 ELV.10.02 TYPEOFSURVEY :BOUNDARYSURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE, 2) NOT VALID WITHOUT THE SIGNATURE AL AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF. '1929__ _7) . OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL.. RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9). CONTACT. THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 1 d) EXAMINATION OF THE ABSTRACT OF TITLE WILT. HAVE TO BE MADE TO DETERMINE RECORDED REV INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF SAID M. 64 PAGE 97 CERTIFIED TO: PATRICK FRASER SUILJECT TO COA1PLIANCE WITH ALL FEDERAL PROPERTY ADDRESS: 1500 N.E: 103RD ST., MIAMI §%T1&§1 Dfit9Uff HRES AND REGULATIONS LEGAL DESCRIPTION: LOT 18 OF REPLAT OF TRACT "C" MIAMI SHORES BAY PA . RR ESTATES SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 64 AT PAGE 97 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA 3 HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. .:w4'u'rFC1' ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC 2010 EDITION & ASCE 7 -10 PILE NOTES: ALL WOOD PILES TO BE SOUTHERN P AND COMPLY WITH A.S.T.M. d25 -79 AND BE PRESSURE TREATED W/ C.C.A. FEDERAL SPECIFICATIONS TT— W -550D 1 0 550E(1) AND AWFA —MP -4. PILES TO HAVE A MIN. DIA. OF 12" PRESTRESSED CONCRETE: RE RATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. CONCRETE SHALL ATTAIN A S 0 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416 -6820K STRANDS WITH #5 GAUGE WIRE SPIR 'j��j �� INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. MINIMUM PENETRATION OF ALL PILE BE AS F0`{OQWS: INTO BEDROCK— 6 FEET MIN. tstResoSResto�at10 MINIMUM SAFE BEARING: 10 TONG - S r� 25 TONS CONCRETE PILE CONCRETE: CONCRETE FOR Tltus0 ' '6120V AI� A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, #1 GRADE S.P. OR BETTER (BEAMS TO BE NON —DENSE SELECT STRUCTURAL) AND COMPLY WITH NSD 2005 SPECIFICATIONS. HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A- 153 -80 OR AS SPECIFIED. BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307 -83A. DESIGN LOADS: 60Ibs /FT2 OF LIVE LOADS, 81bs /FT2 OF DEAD LOADS -ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. -THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRO INC. DU WHOL E OR; PART(tiEXPRESSED WRITTEN PERMISSION OF SOUTHERN MAR -. 20 3 NAME C��'RNI COASTAL S6CTI� C?� JUN SAT PLII r pcRM COastai Resources Section Ne%j4 Resources Reg0a ?ion &Restoration pwision (NRRRD) EXISTING WOOD DOCK AND STRUCTURE TO REMAIN (2) EXISTING FENDERS TO REMAIN, TYP. (4) EXISTING CLEATS TO REMAIN, TYP. (2) EXISTING MOORING WHIPS TO REMAIN, TYP. s s 27' -0" w EXISTING NVU 3/32" = 1' -0" BISCAYNE BAY EXISTING WOOD~ PILE TO BE REMOVED AND REPLACED WITH NEW PILE (3) EXISTING WOOD PILES TO REMAIN, TYP. EXISTING SEAWALL TO REMAIN EXISTING BATTER PILES o AND TRIPODS TO REMAIN, - TYP. N (2) EXISTING WOOD PILES BELOW DECK TO REMAIN, TYP. 9' -7" 1 63' -5" PROPERTY LINE CONDITIONS AND DEMOLITION PLAN PROPOSED DOCK EXTENSION AND BOATLIFT FOR: MR. PATRICK FRASER 1500 NE 103rd STREET MIAMI SHORES, FLORIDA CONSULTING ENGINEER: J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 OFFICE: 305 986 7002 FAX: 305 253 4455 o- c� m co N LOCATION MAP N_T_S_ N VICINITY MAP N.T.S. O U C C .c a$ O . +r �o L � a O C ++ N C:l ID e Et —m co 'O^ O (D o VJ me" U Urnm'aw z O N z W 8& 5CIS Y 0 22 L) LL wCD G (f LL MO N 1L 6 Q Yes om�?z`!' wza° IL oars A -1 1 OF 3 N Ln °� W M � `j Z 0) oLo "o Z Ov W w_ Z azc JOQo Z ~ 0— U) w�U--j ao O = vJ T N Z IT Q w U �,�a A -1 1 OF 3 MAY 16 2013 ecelVE'D �so�rcas section M CoastatR gU a:io� & Restoration pER Natural Reso�'ce . NRRRDI pivision 'L 27' -0" NEW 2 "X8" FASCIA CIS c a� M.9 (5) NEW 12" CCA DOCK QD AND BOATLIFT PILES, TYP. Ua z 0 NEW 2 "X6" P.T. TROPICAL N z DECKING WITH (2) 3j" SS RING SHANK NAILS EACH o CONNECTION - rr w � o a CA 0 NEW 3 "X8" JOISTS Q 24" UWm ��z$$.� cc z O.C. W/ 1"X12" HDG 14 CD GA. STRAPS W/ 4 16d Z o� CO CO) T& B, TYP. W NEW 3 "X12" BEAM W/ 2" J 0 HDG THROUGH BOLTS AT o ?rr LL W2 'o '^ O EACH PILE CONNECTION, TYP. — W 20F3 I EXISTING DOCK D r STRUCTURE T REMAIN, TYP. I o (11) EXIST G BATTER PILES AND TRIPODS 0 REMAIN, TYP. o EXIS G SEAWALL v I TO EMAIN W 73 0 ry n RECEIVED JUN 0 4 2013 DERM Coastal Re� b!� & Rests anon Natural ResoDrceso g ulaton ® ( OAS.VA SECTION 'its BISCAYNE BAY 9' -7" A I NEW 13,000 LB NEPTUNE I CRADLE LIFT. I N SEE DETAIL ^I - - -- SJ 12' -0" i <7� PROPOSED DOCK EXTENSION AND NEW BOATLIFT PLAN N V',)' 1/8" = 1' -0" - 0 0 NA'Ah 50' -11" SOLAR LIGHTS ON (3) END PILES \�S I W z J Of W 0- 0 In 0 z 0 I� U W 3 0 0- f 1�8 cc 'r- A� CIS c a� M.9 C U b QD ; O 0 m Ua z 0 N z W V R rr w � o a CA 0 am UWm ��z$$.� cc z CD W Lu Z o� CO CO) Z 0 W Z iLz92 J 0 Z r`' O o ?rr LL W2 'o '^ O ��a A -2 20F3 AL 0 RECEIVED MAY 16 2013 DERM Coastal Resources Section Natural Resources Regulation & Restoration pivision (NRRRD) EXISTING DOCK ! EXTENSION OF EXISTING DOCK 12' -0" 13:X8" JOISTS @ Q @ 3' -O" - NEW COPPER CAP - NEW 1"X2" PILE TRIM - NEW 2 "X6" P.T. TROPICAL DECKING WITH (2) 32" SS RING SHANK NAI LS EAC H CONNECTION i-\ EL. +4' -6" NGVD T.O.DOCK EXTENSION NEW 2 "X8" FASCIA 1"X12" 14 GA. GAL. STRAP WITH 4 16D T& B, TYP. --- - - - - -- - - - __ --------- - - - - -- - - -- -__ - - - -- MHW (d j" H.D.G. MACHINE 3 "X12" PILING BEAM W/ ROU -BOLT AT PILE (2 J" H.D.G. MACHINE CONNECTIONS TH�ROU- BOLTS, TYP. DEL. -9" NGVD - - - - - - - - - - - -- -------------- - - - - -- ----- - - - - -- MLW 12"0 CCA PILE I DERM COASTAL S7 TION 2013 FINAL b JUN 0 NAME c R tprat;or DATE SECTION AA DERM Coastal Re ti� a�ources Reg c -._ 1 /2" = 1' -0" Y 1 TYPICAL NEPTUNE CRADLE LIFT CROSS SECTION N.T.S. 1 HP MOTOR, TYP. MOTOR CONTROL CABLE DISCONNECT MEANS CONNECT TO EXISTING HOUSE PANEL NEW 12 "0 CCA WOOD PILE, TYPICAL NEPTUNE 2 MOTOR BOAT LIFT O 0 LIQUID TIGHT CONNECTORS, TYPICAL J" CARFLEX W/ BLACK, RED, ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE REMOTE BOX " PVC W/ BLACK, RED, ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. z 0 N z W O td 0� o U. w � L Uj Y o US LLJ m IL cc 00 �Q �z LU $ LU N Z5 08 Z O� W LLJ ca Z wazS3 J O¢o o Lo Z o r co z =� -� rn R�oj z X:5 * U a A -3 30F3 0 i 0 a N a Y ALUMINUM 4 -POST STANDARD BOAT LIFTS BY NEPTUNE BOAT LIFT 3 ni SUN 0 4 2013 DERM Coastal Resources Section Natural Resources RegulgOn & R Division (NRRRD) PLAN VIEW SCALE 1/2" = 1' -0" a STRUCTURAL NOTES: THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE W THE STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE. THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH SPEEDS OF VoR = 175 MPH, VAM = 136 MPH (3 SEC GUST) EXPOSURE 'D' WITHOUT A BOAT ON THE E H I 0 U LIFT PER ASCE 7 -10 USING ABOVE GROUND SIGN /WALL METHOD. THE LIFTING STRUCTURE LL rq "' +_L J 0 Z 11 Uliiii < # £ � W rn I— +— THE OWNER IS RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS OF - t t uJ LL, U Vasd AS CALCULATED BELOW. PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR Q Z LV It 2 3 e d j W v p K READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE OR OF TIME AS ARE DESIGNATED � J B d �, m W o REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS BY THE U.S.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THE LIFT OWNER SHALL w Z 0 ^1 t ri 9 ?y I m pp 2 C W ro to N sd z N -/0.6 * Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS l81 �7� 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 ALUMINUM �_- It It m � m • ALL WELDS ARE MIN. 1/4" FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST LU z + J CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS. p n� m THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO a st PLAN VIEW SCALE 1/2" = 1' -0" a STRUCTURAL NOTES: THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE W THE STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE. THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH SPEEDS OF VoR = 175 MPH, VAM = 136 MPH (3 SEC GUST) EXPOSURE 'D' WITHOUT A BOAT ON THE FRANK L. BENNARDO, P.E. �2 /NOTE: VALD FOR (1) :201 >1� VXM ON.YWITHRAMENGNE RSEN 0 U LIFT PER ASCE 7 -10 USING ABOVE GROUND SIGN /WALL METHOD. THE LIFTING STRUCTURE LL rq "' INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF Vint = 90 MPH IN EXPOSURE 0 Z O 'C' OR 70 MPH IN EXPOSURE 'D'. < # £ � W rn La_j o THE OWNER IS RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS OF - t t uJ LL, U Vasd AS CALCULATED BELOW. PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR Q Z LV It 2 3 e d j W REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND p U ti Q 9 C7 READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE OR OF TIME AS ARE DESIGNATED m CD a �/ d �, m W o REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS BY THE U.S.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THE LIFT OWNER SHALL w Z 0 ^1 t ri 9 ?y I m pp i W W BE IMPLIED, ISDCONTAINED HEREIN. V MAY BE CALCULATED BY THE FOLLOWING FORMULAOVasd = W ro to N sd z N -/0.6 * Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS p 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. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT" OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mils (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ALL WELDS TO BE COVERED WITH ALUMINUM PAINT. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL °m x y _ CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. (n en 00 -NBL -0002 SCALE= 01 ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL c N FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED SEALED tty-y m ofc� 3 WOOD WITH G =0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED J ru mm HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED F" AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE O Q Q TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC m pp DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. W ro to z N ALUMINUM �_- It It MATERIAL: 6061 T6 ALUMINUM O W u. ALL WELDS ARE MIN. 1/4" FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST LU z CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS. p n� THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO a st PREVENT ELECTROLYSIS. x M z FASTENERS: A� ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT . ALL BOLTS SHALL BE HOT DIPPEDm Q GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED OWOOD WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD & BOLT HEAD & BETWEEN & NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. t I i v R� ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT" OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mils (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ALL WELDS TO BE COVERED WITH ALUMINUM PAINT. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND gg o $� x y _ FABRICATION AND INSTALLATION OF MATERIALS. COPYRIpHTENpINEERUI ©D 00 -NBL -0002 SCALE= 01 ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL PAGE DFSCRIPTIONa FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ofc� 3 IN O a IL m O li Y N O aEcvED El w ,UN 0 4 2013 Resources SedO DERM C oR� w on & R� w CW,s�On (t4RRRC) Natural Reno as i i SECTION A SCALE 1/2" = V -0" (2) 1/2" DIAM. WEDGE ANCHORS, 3" MIN. EMBED. INTO fc = 4,000 PSI CONCRETE, CENTERED (2) 1/2" DIAM. LAG BOLTS, 4" MIN. PENETRATION, CENTERS CONCRETE PILES BY OTHERS WOOD PILES BY OTHERS 2.51b CCA TREATED WOOD PILE CONCRETE PILE PILE MOUNTING DETAIL SCALE 3/4" = V -0" 3/8" 3" t —} /- 01-0.50 N �.. r\i in —� 11/2' MOUNTING BRACKET DETAIL SCALE 1" = V -0" L. 5,t2n VALID FOR ( B(� ONLY ALIO(ON�LYWRH RATS ®B�IfiMffR Z�AI lJ O7 to L O W — ® 11 O a Cl #MA 2 �W� aj.z0 u- , L- Vi U LLW11� z •�a UJ oZrnQ >ULL NUa Q� t7a LU U WW wtq3 U) w OWE: t0 W �o N T Lr o Ln M r V tL Q u� IL; a mtog" m W N tu D w LU Z p o� �N z ��m Q I�4 00 -NBL -0002 ;ceM I 01 PME DESCRUMOM i