Loading...
HomeMy WebLinkAboutM2013-0010 (5)05'22/00 12:49 FAX 949 660 9263 DFC AFC 19900 NIACARTHUR BOULEVARD, SUITE 810 IRVINE, I`ALIFORMA 926112 To: Tony Melum City of Newport Beach. Fax Phone: 949-673-3056 0 001 .Date: 05!22/00 Nl umber of pages including cover sheet: 3 From: Roger Duerr Phone- 949-474-4900 Fax Phone: 949-660-9263 REMARKS: ® Urgent ❑ For yaur review ® Reply ASAP C Please comment Enclosed please find the information we discussed today. The attached is an excerpt of the letter outlining my Position on the proposed renovations to the boat yard on Antibes. The moving of the southerly edge of the first slip 9' east toward our residence, and 2, south into the bay is the first. Additionally, there is a potential of another 7' or so south, given a boat in the first slip which could "overhang" by 1120f the IS' slip. This adds up to the elimination of a portion of our bay view. I Will have to measure to determine the exact number of view degrees we would lose given the above scenario. It is significant. The currents and 'flow of surface water, and/or deeper waters, could be effected by the proposed changes resulting in a nog. -circulating recess in the water and tide area between the fence, our existing dock and the existing boat yard. This arca already collects debris during certain tidal conditions and the attendant problems related to that condition would be worsened. Finally, and this was not included in Tny letter to Mel, there is a safety factor. When docking into my slip a Southerly wind creates havoc with the best of captains ( not to say that includes me ). A further intrusion into the Y 1 L bay in close proximity to the existing facility/dock would significantly decrease the margin for error increasing the possibility of mishap, during this condition, Please let me Imow if you have questions or if I can be of assistance to you. a P At l rA �1 �"�'"d ��.^'s�Ak. �,'G.,_. �. ice..., ✓ o�,i.�+.mo ,, rJ' u: �,,,,.r�,.f� �' '� �✓" �; @. �,c'�^-..�- �:���`" '.,�:sr.��`+�°'�:R'�.,�'""�"'E"-'�` �.a�f.% Apr � fl�`rAI�C/ e._ Po,�T CITY OF NEWPORT BEACH � � n May 30, 2000 Ms. Sara Wan Chair, California Coastal Commission South Coast Area Office 200 Oceangate, Suite 100 Long Beach, California 90802-4302 RE: CDP #5-00-157 Dear Ms. Wan: The City of Newport Beach, as the lessor for the property known to us as the Antibes Marina on Lido Isle, is hereby a co -applicant to the Coastal Development Permit (CDP #5-00-157) sought by the Lido Isle Community Association (LICA) for the reconstruction of the Marina. As your staff may be aware, the City has recently entered into a 25 -year lease with LICA regarding this property. As the primary applicant, LICA will cover all costs relating to the Commissions processing of the CDP. The City's Approval in Concept (AIC) for the Marinas reconstruction is attached to this letter. Please have your staff direct any questions about the City's status as a co -applicant to me at 949-644-3002. Any questions regarding the AIC should be directed towards Tony Melum, the Deputy Fire and Marine Chief, at 949-644-3044. Sincerely, Dave Kiff Deputy City Manager cc: Mr. Mel Richley, 809 Via Lido Soud, Newport Beach 92663 Homer Bludau, City Manager Tony Melum, Deputy Fire and Marine Chief City Hall • 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92659-1768 FIRE AND MARINE DEPARTMENT MARINE DIVISION 70 Newport Pier APPROVAL IN CONCEPT APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH as required for permit application to the South Coast Regional Commission pursuant to California Administrative Code, Sections 13210 and 13211. General Description of Proposed Development: Aar( Property Address: /-I- Legal Legal Description: City Harbor Permit Number: Applicant: Applicant's Mailing Address:�— Applicant's Telephone Number: I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application. and f ind They comply with the current adopted Newport Beach General Plan, Zoning Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or O That a variance or exception has been approved and is f inal . A copy of any variance, exception, conditional use permit, or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept and said approval has been written upon said plans, signed, and dated. Should- Newport Beach adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act of 1970, and state and local guidelines adopted thereunder, this development: Has been determined to be ministerial or categorically exempt. O Has received a final Exemption Declaration or final Negative Declaration (copy attached). O Has received a Final Environmental Impact Report (copy attached). All discretionary approvals legally required of Newport Beach prior to issuance of a building permit have been given and are final. The development is not subject to rejection in principal by Newport Beach unless a substantial change in it is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes, and regulations of Newport Beach. Tony Mel,um,�Marine Deputy Chief By: �// / `✓2�� Signatu e Printed name and title of signer Date: Attach ents: 1 . i 2. 3. 4. CI�'Y OF. NEWPORT BERCH CITY OF . • .KEKPOKT BERI:N ,� UPPER r :T M lay FRcIFrc.: CC6 VEST \ JEW YICINITY MRP D76r K�p.�j� p� Op �{�-p/{RJEM I i�20DOSE Nz;sti ,01LANG' p,�POSLL7 \�_y �EPLACGMCV 7-I00CK� 11 13OT7-01 — P,eo%1L C -�1 P,�DPas�O mgwpil- Ing' f'/2.o P201�OSED 19, 0 - ,2r-F�is4'r . vi. '.. a.0 �- o I RI H } UV � Qa Q ti o p • W \ Z o Z A na k tiR55 U 1 O'i' EEL GRASS IN THE �PROJEClr AREA Q, blUNAI Q,4 2 Z 3 -7-0 l /<O -,,, G .� PERMIT# DIA E PLAN VIEW A = 40' APPLICRff'S NAME L 100 /SL. 5 COMM• 49,rO, JOB RDDRESS 201 VU L /DO SOUP DATE6 ' /7 29 APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH as required for permit application to the South Coast Regional Commission pursuant to California Administrative Code, Sections 132/10 and 13211. General Description of Proposed Development: ' 20� z � Property Address: xt� 0 14- Legal Description: City Harbor Permit Number: 17 Applicant: Applicant's Mailing Address: Applicant's Telephone Number: /V//I- I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application. and find They comply with the current adopted Newport Beach General Plan, Zoning Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or That a variance or exception has been approved and is final. f- xr, FIRE AND MARINE DEPARTMENT MARINE DIVISION 70 Newport Pier APPROVAL IN CONCEPT APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH as required for permit application to the South Coast Regional Commission pursuant to California Administrative Code, Sections 132/10 and 13211. General Description of Proposed Development: ' 20� z � Property Address: xt� 0 14- Legal Description: City Harbor Permit Number: 17 Applicant: Applicant's Mailing Address: Applicant's Telephone Number: /V//I- I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application. and find They comply with the current adopted Newport Beach General Plan, Zoning Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or That a variance or exception has been approved and is final. f- A copy of any variance, exception, conditional use permit, or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept and said approval has been written upon said plans, signed, and dated. Should- Newport Beach adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act of 1970, and state and local guidelines adopted thereunder, this development: Has been determined to be ministerial or categorically (, exempt. O Has received a final Exemption Declaration or final Negative Declaration (copy attached). O Has received a Final Environmental Impact Report (copy attached). All discretionary approvals legally required of Newport Beach prior to issuance of a building permit have been given and are final. The development is not subject to rejection in principal by Newport Beach unless a substantial change in it is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes, and regulations of Newport Beach. ' 4 Tony Melum,AMarine Deputy Chief By: -g7 /&'w lgnatu e Printed name and title of signer Date: A? Attach ents: 2. 3. 4. "� ''1 �."+<� i ^� `� E -.. ^p ✓sem` � , 4 fs :' £ B +� 3 - F -J � 1 T. S - -T C'� i �'• 6 'tea Y�'. l t zz ,S y ZrT ZP }.i�T_ �, � �..�f �. -_ Y�"+ � ,..i eJ �.✓f7G�rrn.:S -. +"� L^' •r.-./.a:� e;::: R - �� -ice � e � ] � l � � � �o+ j �.� jaa �, �i'_:��-rz�t... cx�.s:k�, p- iC a<`�•�y'. r..�r- •cr- r' =^'y -s & Aar ;'AIF2P- - All_ rw 14 AL 1 V : y } - 1 _�_ _� • — -S � �, � � . i l � t•3 .SEC Ti C 'ti/ �i �* , -\ o •_ _� . i i Z x At eV Vol f�1 f � — Y I " - — t r— Cl r Y- cc- Nsvpaer JE�4c,,,-1 mr.�" �41 � -Zt A-. Z' c d i A- CO A/ 3 N OAC .9,%4 V 1) Ml TY 5;<,E T C H C r NavvpoR-r 5AY, CAC IFIZNRNIA U'(s So U.'7 cylnq 5 Q'rr fe) #roet Ono( a.P,7010 below 'Wco'? Lover /-Ow 0/- 1,, /o reel Harbor- 4r7e5 are c S icblfshed (;7 7,41S scc/.'O" ,till -rl ett mr.�" �41 � -Zt A-. Z' c d i A- CO A/ 3 CITY OF NEWPORT SEAL" FLAMM R PERMT PERMSSION IS HIF711'3Y a.i. MAINTAUNI -y AT THE j THE T, all -S' Noll TE4E AND IS ACco rmriwsln�;s wagi Vi.,; 'ITUATOR PER—MIT NO. - DATE SPECIAL Ce Crwzpm 0, '� --7 7 COuntY Pennft oaer.. c I NCIL ll,'i'y co -u; CITY OF NEWPORT BERCI CITY OF NLWPORT BERCHWEST W?a9l / MINDBRY 1 C.OcE P� fly � HM \ YICINITY MRP ►c��ur stt, t�aaaA• . FRO, -05-&-D N4: w PPL IJ`lG ,�EPLACCMG.�C/TDnC./� , g0T7 -0 /- I - loeoF- /Z- 20, P,PoPCtSEo �/E�PiL /� 7'-12.0 P2pPO5CD 7'19. 0 '7' o0 fk fo'�Q j R A S S EEL GRASS IN THE 3 . PRzme� /-73-ZD I /a /0 14,�r PERMIT# DATE PLAN V l EW 1' = 40' RPPLIUNT'S NRHE 1-/00 /SLE COMM ASSD, I JOB RDDRESS 201 VW L /00 SDUD I MTEB ' /7. 99 A,. 0 F t 0 Z c 0 Q 'N W CQ Ul V. /-73-ZD I /a /0 14,�r PERMIT# DATE PLAN V l EW 1' = 40' RPPLIUNT'S NRHE 1-/00 /SLE COMM ASSD, I JOB RDDRESS 201 VW L /00 SDUD I MTEB ' /7. 99 FROM : D-- SHERIFF NEWPORT HRRI?` PHONE NO. : 673 6235 SHERIFFS DEPARTMENT, ORANGE COUNTY Santa Ana, California NL -)v. 32 1333 02:3 PM P2 Z-0 TO Captain Kasules DATE: FROK Deputy S. - Mitchell INTRA -DEPARTMENTAL MEMO RE; Dock Expansion at Lido Boat (iarderi 41 Per you request, I surveyed the area of the Lido Boat Garden adjacent to, the Lido Island ffridge. The pi7oposed addition is to extend from the bulkhead and run parallel to the existing dock and the Lido Island Bridge, The total length of the addition was estimated at thirty tett. In surveying the site, I allowed an additional fifteen feet to accommodate a large vessel being secured to the new side - tie. The primary concern is, whether boat traffic in the area would be negatively impacted by the proposed addition. The Lido Island Bridge has three spans, The center is the only spar) which has sufficient water depth to be navigable by larger boats. The bridge a -]so has limited vertical clearance, which precludes many boats frorn passing under it. The outer spans are only navigable to very small boats, and human powered craft. In addition, the site of the -proposed dock is currently blocked by a shoal, rendering the area impassable. The proposed expansion would extend into the channel and partially protrude into the line of sight of the eastern -most span of the bridge, I viewed the area from both sides of the bridge and I do not feel the additional dock would pose a problem To vess'els. transiting the area Respectfully submitted, 2 Deputy S, N4.,itchell #2006 FROM : OC SHERIFF NEL PORT HHRB7 PHONE NO. : 673 6235 Nov. O2 1999 02: @6PM P1 SHERIFF -CORONER DEPARTMENT COUNTY OF ORANGE CALIFORNIA Harbor Patrol Division TELECOPY TWSMITTA.L SHEET '2DATE: $ �' 2-�3`Z' 73114E: NUMBER OF PAGES: - {3;JCLUDESCOVcIPewCiE) TO: Mel m FROM: P" I'I FAX NV'kvtBeR MESSAG ES: r7PPtCE PJJQNE NtUBER s CyFF3CE PiiO1vE �1t.11vi8ER IF'JCS ARE ANY QUESTIONS, PROBLEMS OR YOU DON'T RECEIVE ALL OF THE PAOES PLEASE CALL: (949)i 7-:;-/ -- 1901 SAYSIDE DRQ. CORONA DSL MAR, CALIFORNIA 92525 0 Oldcastle Precast, Inc. www.oldcastle-precast.com PO Box 1390 - Fontana, CA 92334-1390 Phone (909) 428-3700 Fax (909) 428-3737 gary.taylor@oldcastleprecast.com October 8, 1999 Mr. Tony Melum Marine Department City of Newport Beach 3300 Newport Boulevard Newport, CA. 92663 Re: Lido Isle Community Association Marina Dear: Mr. Melum Mel Richley has told me of your concern about the "T" at the end of the new side tie float. The reason for the "T" and the small finger at the middle of the new float is to stabilize the length of float. Because of the, almost extreme tight quarters, the float width has been minimized for maximum utilization of boat space. The narrow width of this new float (4') by itself is extremely unstable and will capsize with out any support and thus requires an outrigger to stabilize it. The length of the new dock eliminates the use of a special pile guide to help stability. This is do the extreme load that would be exerted on to the pile guide and thus the practicality of it. The type of concrete used in this product is extremely flexible, so to meet minimal requirements for listing we will need to stabilize the new dock with both a short intermediate finger and an end "T". If I can be of any service to you at all please do not hesitate to call. Sincerel Ga Taylor C:\My Documents\workfile\GARY\Udo Isle\tony melum letter.doc Page: 1 of 1 CITY OF NEWPORT BEACH FIRE MARINE DEPARTMENT HARBOR r.;.:_RMIT APPLICATION (Please print alp._ Drmation) 1. Applicant (Property Owner) AddresE 4/ A c 2. Project Address (Street Address) Telephone Harbor Permit Number p r'1JP t� a 7a,�-y?74--7 3. New Construction Revision Maintenance - Dredging 4. Fee / & Check No. `%k t Date o Z Z /5. Brief Description of Proposed Work: c- e f v/: F s -l" / r, ca = - 6. Submit 8 112" x 11" Drawings (3), Include: v 1). Location and dimension of proposed structure including piles and location of existing structures. on adjacent properties. 2). Location of bulkhead, pierhead and project lines. 3). Location of property lines. 4). Location of channel markers within 200 feet. 5). Lot sizes and lot numbers, if available. 6). Existing ground profile beneath proposed structure. 7). Elevation of top and bottom of bulkheads and piles with respect to M.L.L.W_ 8). Area and profile of any proposed dredging with elevations showing depths with respect of M.L.L.W. 9). Any special conditions affecting the construction or affecting boating operations. 10).Complete all information required in information block, bottom of sheet. Note that the OWNER. of the property is the applicant - 11). Drawing pplicant_11).Drawing size shall be 8 - 1/2" x 11". 12).Scale shall be adequate to clearly show the above information. 13).Existing structures shall be shown in light dashes: New work shall be shown in heavy solid lines Owner -Builder Declaration must be completed (on reverse side of this sheet) /7, a. Applicant'slAgent's Signature: °k�, Date: )1- i a !y `i Joint Permittee Signature (if applicable): Date: 9. Work can begin once the City has received evidence of the following additional, approvals and you have been notified to proceed. If you begin prior to the notice you will. be in. violation of the Newport Beach Municipal Code and subject to penalties. 10. Your permit will not be final :until we. have conducted an .on site inspection once construction is completed as per Municipal Code, Section 17.24, if we have not been contacted for a final inspection. OFFIF USE ONLY ,t/ Approval in Concept. Approval of the City of Newport Beach Council. is Approval of the Army Corps of Engineers �✓ Approval of the California Coastal Commission. Approval of the City's Public Works Department. Approval of the City's Building Department. Approval of County of Orange. Electrical and/or plumbing permit (Building Department) Issued. (Permit is stamped drawing) V Site Inspection. (call 644-3043 for appointment) Site Re -inspection Conditions: Date �d Date Date Date Date Date Date Date Date Date Date OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the contractor's license law for the following reasons: (Sec. 7031d.5, Business and professions Code). Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provision of the Contractors License Law (Chapter 9, commencing with Section 7000, of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty for not more than five hundred dollars ($500). I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have Psnot of proving that he did not build or improve for the purpose of sale)_ , as owner of the property, am exclusively contracting with licensed contractors to he project (Sec. 7044, Business and Professions Code: The Contractor's License Law pply to an owner of property who builds or improves thereon, and who contracts.for such projects who builds or improves thereon, and who contracts. for such projects with a Contractor(s) License pursuant to the Contractor's License Law). I am exempt under Sec. of Business and Professional Code for this reason: ! � 0 /Is Ia'. ,Owner's Signator "; � Contractor: ske Address: License class: _State card f i' `c - License Contractor's Declaration l�' en �A Date: J:- ) „ 4 �`1 9; Telephone: I;-- Sr- 3 No. _ f R i J City License No. :' 00,n 7 39-5 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section . 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. — P r Contractor's Signature • .l �.- -�� ` Date: t CITY OF .KEWPOAT SERCH WST Fes' \ r! ISLWDfr1D DRY PRcrrrc occ 9,v P YICINITY MRP jEny J err >�rr, CFLffLfdQF►• . PRO) -0:5&.D N4 1V O/L iNG loleO/=lL C- -14 - P,eoPasEo �c/EwPi� /� P2o,�osco 7119.0 o II r LI S 0TTOM v �4 m L 2Co V 1 20' PLAN VIEW '.1' = 40' RPPLICRNT'S NRME L /co /SLE COMM• A'SSO, JOB RDDR 20/ 1�/,4 L 100 SOUP DRTE6 ' /7 99 P,�nposc� �_,; gig. o � \k� 1�3 �G-"PLACCMcN r pc�C. is `• O 0-0. -3, 0 . R II 430T7 -0n -"r ' O W II it L N 4U O 0 p loleO/=lL C- -14 - P,eoPasEo �c/EwPi� /� P2o,�osco 7119.0 o II r LI S 0TTOM v �4 m L 2Co V 1 20' PLAN VIEW '.1' = 40' RPPLICRNT'S NRME L /co /SLE COMM• A'SSO, JOB RDDR 20/ 1�/,4 L 100 SOUP DRTE6 ' /7 99 CITY OF NEWPORT 8ERCH CITY OF FfkPORT BERCH BEST I t£}i'OiZT O"O DAY 1 , r Nt DRY P1ER `� FyCIFjC 0CEPB RN IER� = ` • \ � r RI YICINITY MOP T ►cfr Mr, OLVUKM• . �o Q p�PQSLD �.` y g\4 (A �� ►J �CPLACCMGv rl�c�C. r; - � o � U � cry - O.O -3.O II gnTron�rU � II U O V P,2aPasE'o �/EwPir. rn.� � 4 Q . P/2O.Po.SED Rl-l-�is�1 T bi f N . SAflp i S 07-rOM U 1 4, PLAN VIE 1" 40 RPPLICAKf'S MME L/00 /SLS Comm• A'SSD, JOB RDDEESS 20/ V14 L /DO SOUL DATE.B ' /,7 99 250 West Wardlow Road P.O. BOX 7747 (Long Beach, CA 90807 W I MA 1, if w Tel: (562) 426-9551 Fax: (562) 424-7489 TELECOPIER MESSAGE AND TRANSMISSION HEADER PAGE COMPANY: Fire and Marine Operations - City of Newport Beach ATTENTION: Torry Mellurn FROM: Mike Hemphill DATE: Septernter 11, 1998 FAX NUMBER: 949-673-3056 _ NO. OF Pi1OES (lnctuding H®sder): JOB NUMBER: 4272 Tony, Two alternative concepts for dock layout at Lido Isle. Both alternatives stay within the suggested float line while increasing the 36 -foot slip widths by approx. 7". And Moth alternatives comply with AAAA accessibility requirements — gangways, tamps, landings, etc. Alternative I maintains four side -tie berths between dock and bulkhead whereas Alternative 2 does not. u Figure 1 shows existing conditions. o Figure 2 shows proposed Alternative 1 layout, o Figure 3 shows Section B for Alternative 1. ® Figure 4 shows proposed Alternative 2 layout. a Figure 5 shows Section B for Alternative 2. A third and fourth alternative (not shown but similar to Alts I & 2 above) would require that the proposed slip widths meet current DBAW guidelines (L--36', w=15'; L=26', w=12.5'). Presently the slips are too nate-ow (L--36', w=14'; Lr26', w=12'). These alternatives would push the most western finger out towards the channel by approx. 7.5 feet. This is very desirable in that the mi-aina would better accommodate modern vessels and meet DEAW Guidelines. However impacts to channel navigation must be considered. Encroaching to the east beyond the suggested float line is not feasible due to the existing boat launch crane operations. Please review and call me to discuss. Regards, a 03!97 Toa Eaf , ON OOZLZbd9S022L96V6T � SOHO I N 2 iid::HOW ?_9:0T e61ti T,,`60 09/11/9B 10:52 MOFFF4Tr & NICHOL i 19496733056P427200 NO.272 P02 +➢6%iS/g 3tir� I _ 5S3E�OdM 6t7YNL .",ttNmw 3v wn 3wN S,,Alod"o ,0*=..i mMi nqd e ,8►�,4 Y I.! 13Y oCr! 'o—do mo -OWW (91# 7ioJary oXW NOU- � w ° ,a-T3v WSRN am rai07 vasa 40 forma "Mmop 40-0 pay Mw w p 3 aY as*,v lrKg e�1 s"Li3 l-, - NOV-78 I dC?dM3N -10 U/0 ff! 0 rY OF NEWPORT BEACH cin OF "IcIrr-tc MDNM,�P MIMT Mat f0 Seale Basad an Afrmr A7 4Pd hr Past And mote fiswNaoa tow Low water, ao<*j Eurlkirrad t+s a, 010 muw eve 29;. lt4l-.ri AppVX tole lto *MmFM QQ&2 ZZ A U A PLAN WEE ? "�m40' APPUCANT'S NAME, L" ME CANARIMIY ASSaL AMA YW AVDRM aAT a/Jt.'" 206 00ELEVd9S022L96b6T <--IOHOIN '8 iidddOW ES:OT 86/TT/60 t70n ZLZ ' ON 00=Vd980=96V6Z + -10HO I N '8 iidAAOW F -S : 0Z 86/TT/60 c�.iEwt d4B wO. MO ATT do NICHOL PROJECT SHEET OF E N a i N E 6 R 8 OtSmN FOR OESIGNER DATE GATE CHECKERAr ;.......i. ...I ;. ... ' I I , .. r �wrw I r t r /10 �.,..... • i L ,. a ........ ...... .. • - : 7 V ®PP tea. ... r.... .,.....:.............. .,................................�...... .., ., r .. �. ........ .........�,._.. . ................................. ...:.�..,...��..i.... �..i..i .l �.......�.. ��.... .. „I�,. r,.. .f... .. tr........i. ........ ..... ...... �........ f.,.. �.�.. ....... .......p..... �. i...... •.. !, .,..... ,... . i..... ....... ... ..........; ....... ........ ........... d... ..... .....:. .:..,i ...... 1 r r r ;.. r ;......t , ;..... : $-B t70n ZLZ ' ON 00=Vd980=96V6Z + -10HO I N '8 iidAAOW F -S : 0Z 86/TT/60 2' NO t J -S's 26' OME ALT , CITY CF NE-wpoR -r 8EACX cOR PRCI-rc iv mw .m f Not ro -qcd& s ,Id�+7gi M F. oto lea! Arra F3binte f7ewt9ans Bmeed Cbr Afaon Laren Low Wren. W q s' IV awkh*od -SEC 77ON t*m4wl (-9.33) vrrd r6) n*W pit LIN ,."o, PLAN WWW 1 .w.oA � APPUCANrS NAME LfiW rX =*AAMrf ASS=A7nW OAiL ei�if99 St3a r�d 'ON OOcLrGd9S0 96b6T -10HOIN �8 iid-JAOW O6!TTi6O CL'ENT JOB NO, MOFFATT&NICHOe PROJSCT $MEET OF OES14k FOR DESIGNER DATE CHECKER WE i ................. ... _....,k ivvI ., +.. AV ..�...� .... Vol ..meq, .. .... .. .. .ray ..... ...... Rw ..... ......,. :. . ......, 1..,. .,.. ,. ..... ;. ,. ....._.... .....,,... �, .._.........p. ... .; i . ....... .... ... ....p......,. �... .,..,.,_.. ' . .; ., �.... ��. ..... t.. .. . .... �... , .. i ... ,,. r .....,..... f.. air......... ..... ..... ....1..,. .........., ....... .....I ? ... �.. S•! f i i i @Q 'ON 00zLztd9S022L96t6T f-10H9IN '8 101bdd0W 96/TT 60 CESPLCO T-452-4193 JUN 18'96 15:2C No.004 P.05 DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS or ENGINEERS 911 WILSHIRE BOULEVARD LOS ANGELES, CALIFORNIA 90017 Mr. Tony Melurn Tidelands Administrator City of Newport Beach P.O. Box 1768 Newport Keach, California 92659-1768 June 18, 1996 SUBJECT: NOTICE TO PROCEED (File. No. 96 -00351 -MRS) Dear Mr. Melum: Reference is made to your letter dated March 1, 1996 in which you submitted on behalf of the Lido Isle Community Association, a notification for the maintenance dredging of 166 cubic yards of sand and silt material by hydraulic suction and disposal of the dredged material on the adjacent beach, . Based on the furnished information, we have determined that the proposed maintenance dredging activity complies with the terms and conditions of Permit No. 89 -211 - CS provided that the Lido Isle Community Association's contractor does not exceed the rnaximum dredging design depth of -5 feet. MLLW with a maximum allowable overdepth of - 1 foot MLLW. If you have any questions, please contact Mark F. Sudol of my staff at (213) 452-8418, Please refer to this letter and 96 -00351 -MFS in your reply. Sincerely, Mark Durham Chief, Soutn Coast Section Regulatory Branch Enclosure(s) PERMIT NO. �/li�?r✓/s� a"�,z,� DREDGING APPLICATION Project Locatign: Lido Isle Community Assn. Cubic Yards to be Drddged: 166 - Method of Dredging:_ hydraulic suction Nature of Dredged Material: sand/silt Disposition of Dredged Material: numn onto adjacent beach Method of Material Disposition niDeline Turbidity Control Methodsturbidity curtain as required Effect of dredging on contiguous bulkheading and beaches restores beach and reinforces bulkhead I, T_ nyo M1 J Pr , hereby state that I have read the U. S. Army (print name Corps of Engineers permit for maintenance dredging in Newport Harbor, the. City of Newport Beach and Orange County Harbors,Beaches and Parks District ,g (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging. will not occur because of any altering of -existing use of the affected y zone. Lido Isle Community Assn. App scant -type name N February 27, 1996 (Date) Contractor -type name Signed: "2 Con actor I s Re resentative IEPLY TO ATTENTION OF: Office of the Chief Regulatory Branch DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS 911 WILSHIRE BOULEVARD LOS ANGELES, CALIFORNIA 90017 Mr. Tony Melum Tidelands Administrator City of Newport Beach P.O. Box 1768 Newport Beach, California 92659-1768 June 18, 1996 SUBJECT: NOTICE TO PROCEED (File No. 96 -00351 -MFS) Dear Mr. Melum: Reference is made to your letter dated March 1, 1996 in which you submitted on behalf of the Lido Isle: Community Association; a notification for the maintenance dredging of 166 cubic yards of sand and silt material by hydraulic suction and disposal of the dredged material on the adjacent beach. Based on the furnished information, we have determined that the proposed maintenance dredging activity complies with the terms and conditions of Permit No. 89 -211 - GS provided that the Lido Isle Community Association's contractor does not exceed the maximum dredging design depth of -5 feet MLLW with a maximum allowable overdepth of - 1 foot MLLW. If you have any questions, please contact Mark F. Sudol of my staff at (213) 452-3418. Please refer to this letter and 96 -00351 -MFS in your reply. Sincerely, 1 Mark Durham Chief, South Coast Section Regulatory Branch Enclosure(s) Proftl& /6!. Cu,4a•isDr�d9ti�' ar.� Sc•.le•f .� / i I ee eP�7s , re • 'c>�o .?" a /�3 • Q S • .e!. �e .l J�G /'the 1/1^ 10 .7001 � CoiVT�il eel A-04 1 Cal T Y' o� NE�rf�O�PT MMIMM dr•4CN .,........� t I `I of •esvo' v O Y� ti r r II - 1 N<wMMI � - � • 'O w°w�N , TQ wslwA pigsFit c� �• 11 VICINITY.. S KETCH w«''wl►r N°wloAr 1 �I :: IL s 'O I bAY Q� IIORN/A yf =� VL ms's I 'Sovrop�inps ors awessed /A FjI/ OAd OiMOII dsPl�s bO/ow Maoq �o.vOr LOW Ivbryr. INOrgwWa ro''9a of ds C===J /%i/PQAFdmiolr br �O4dp3K Afor aa>roaIstira%.rnsecilrw of /VeW.Aw#4 doh. L iN x I �—_"— s�----3 �I •00 M.1.. . c• _ I� Slope'_-_•� Proftl& /6!. Cu,4a•isDr�d9ti�' ar.� Sc•.le•f .� / i I ee eP�7s , re • 'c>�o .?" a /�3 • Q S • .e!. �e .l J�G /'the 1/1^ 10 .7001 � CoiVT�il eel A-04 1 Cal CITY OF N-EANPORT BEACH HARBOR PERMIT PERMISSION IS HEREBY GRA0M TO CONSTRUCT AND MAINTAIN THE FACILITY SHOWN ON THE REVERSE HEREOF, AT THE SITE INDICATED, SUBJECT TO TME PROVISIONS OF THE HARBOR PERMIT POLICIES OF MWPORT BEACH AND ANY SPECIAL CONDITIONS LISTED HEREON, THIS PERMIT IS NOT TRANSFERABLE WITHOUTTHE WRITTEN CONSENT OF THE CITY HARBOR COORDINAMR OR CITY COUNCIL THE RIGHTS GIVEN UNDER THISPERMISSIVE,.ONty AND THIS PERMIT MAY BE R THE UNJOL IN ACCORDANCE WI3#,(Tl:q-E W12 Ml AL06,DE. PERMIT NO. ' To Low Cieo<h Ulai.!' X15 y / td N6'✓POfF ? p 0 R T �/ F 1j N R �� ;� (d it ' A•.q � . � � (f t G- ({ i Cl r VtCI M-ITY SKETCH ��ar1�Tr� gar N f wvoar 5AY CAG IFORN/q /6rry s d 1 SoUndin45 ors e.rovcssc>d !r7 fe'e� 0.70'' deanofe -_ _=\ d}� I{S deolh.s be/ow Mco.7 Lor✓er /-Ow Mo>de.r> /d✓10drrsresrr� g dl i' � range of f�'c% gpProxirrroim/y /O !,�eY!- �orbor /+i�+e5 s _;� �442d�—.i __�= i � � Ore es�ob/!Shed !s7 �h.s see�rorl U�'i�/.;slfror� e3ar i ' � 0 IIr7. slope, e t ll� ro*' t is I R11 tty L • � / �' J ! � (,,. G/Y' /7'i L I �' "" ;1 FIS.:/7. E� L� �. Ne�'" ��' >l d a✓'p �aQQ 'S ® `-!`c '1 %� rrs',7' C ����tr?r�1:1 ���"ll �®alT�i�3G`f"���heIltna--0oi-re I��.a�;fo CiTY OF N'LAVU1.1 cow""". H 1% It B 0 11 It E PERMUSSIGN IS HERESY WoPUNTA-IN TqF� AT THE 51ITM-, THE HAR��-Z%g "5F WICK At My zFECIAL IS W THE 0411y AND WtS PtENHT lWay F, Gyw&Z&p MLE vs U TWE on-lowlypemm- L MOE. C"rl( ";.A C ORDIN, TOR 1,73-2-W C"MIT NQ- SPECIALC-opgojyva�x o , ,S, Cr VIPErnginee-r-s parjnj.t 0 - 7 orange fther: AUTHqR§ZF�6D. By C,!) -y, COUNCIL Z 3 —/-3 - ? V qaw----f — - DREDGING APPLICATION Project Location: Lido Isle Bridge & Via Lido Soud (Antibes Marina) Cubic Yards to be Dredged: 166 Method of Dredging: Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Place material on adjacent beach Method of Material Disposition: Pump through discharge pipe to disposal fill area Turbidity Control Method Filter screen around discharge site Effect of dredging on 'contiguous bulkheading and beaches Will restore c�ejal etg-d beach I, Wm. L. Harris , hereby state that I have read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks.District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. M Lido Isle Community Assn. (Applicant -type name 1/27/78 (Date) (Contractor -type name) Signed: Contractor's Representative March 13, 1978 ITEM NO.: H-11 TO: MAYOR AND CITY COUNCIL FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION NUMBERS 175-444, 173-201, 109-1617, 135-101, 108-2124, 116-1112 Recommendation If desired, approve the maintenance dredging applications. Discussion The application requires City Council approval under the conditions of approval placed on the City of Newport Beach general permit for maintenance dredging issued by the U. S. Army Corps of Engineers, on February 12, 1974, and subsequently amended on May 10, 1977 to allow beach restoration. The location and applicant for the proposed dredging and beach restoration are: 108-2124 2124, E. Balboa Blvd. Byron Farwell 135-101 101 Harbor Island T. E. Ellison 116-1112 1.112 W. Bay Avenue G. H. Stricker 109-1617 1617 E. Bay Avenue C. J. Segerstrom 175-444 444 Via Lido Nord Rod Soderling 173-201 201 Via Lido Soud Lido Isle Comm. Asso. The staff has reviewed the projects and has determined that the work will be done within the parameters of the Corps of Engineers permit. The dredging contractor will place a filter screen around the discharge site to control turbidity. There is no known eel grass in the vicinity of the projects. The projects will aide in the restoration of a beach bayward of private residences. D. HARSHBARGER, DIRECTOR MARINE �DE ARTMENT}" 1, V�4 Glen E. Welden Tidelands Administrator w' GEW:11 ----- V1. C/ Oft, •March 1,1978 CITY OF NE"WPORIT BEACH CALEAFORNIA -Santa Ana Regional Water Quality Control Board 6833 Indiana, Suite 1 Riverside, CA 92506 Gentlemen: The enclosed permit drawing application(s) is being sent for your information in accordance with conditions of approval under the U. S. Army Corps of Engineers "blanket" permit for maintenance dredging issued to the City of Newport Beach on February 12, 1974. The City Council of Newport Beach will hear the application at its March 13, 1978 meeting. If you have qny questions regarding this application, please contact the City of Newport Beach Marine Department at (714) 640-2156. Sincerely, D. HARSHBARGER, DIRECTOR MARINE DEPARTMENT Glen E. Welden Tidelands Administrator GEW:II City Hall 3300 W. Newport Blvd Area Code 714 640-2156 cc: NOAA, Coast Guard, Fish & Game, EPA, BSFW, 173-201, 108-2124, 135-101 116-1112,109-1617, 1757444 CALCULATIONS FOR GANGWAY FOR LIDO ISLAND FLOATING DOCK SYSTEM IN NEWPORT BEACH, CA Prepared For: Lido Isle Community Association 809 Via Lido Soud, Newport Beach, CA 92663 Prepared By: `�►" ��' -'`� BLUEWater Design Group 0 Sand Pedro, Californias No. C 50019 -4 June 22, 2001 Exp. to V' e, File Number. 2033-A-1 O Table of Contents Calculations Pages Total Load Capacity 1 Moment Capacity 2-3 Handrail Support 4-5 Bulkhead Connection 6-7 Hinge Rod 8 Material Takeoff 9 Weld Connection 10-11 Revisions Appendix A ---------- I --------- ------ 4E' Gtf oo Mon 7c:, L4 5 ✓ C- ------ - lai qxjZ F P, CT 4E' Gtf oo Mon 7c:, L4 5 ✓ lu MA x = w lu lu = %M ul 4A 15 0 oloo tm n. Jl, coo C4 MR, S ; I lzo Co i j of T -P t, A - r-, I.. �agce7 enc-.-) L-rg Soo L,-ts 980 L C, j soL7; ul"M C7 xxx 'A 4n IA coo ul �0 C4 N CIM V C4 C4 -544-7 -L-85 f -f 2e> --S 15L.E7 QTY TAKEOFF LIDO GANGWAY ,V f [ Item QTY UNIT Unit Weight Total Weight 4x4 post 56 LF 4.253 238.168 1x4 rail 112 LF 0.911 102.032 Wood Screws 168 EA 0.06 10.08 1 x6 facia 56 LF 1.432 80.192 5/8 Bolt 55 EA 0.8 44 5/8 tension rod 28 LF 1.043 29.204 2x10 blocking 21 LF 4.818 101.178 4x12 stringers 90 LF 13.672 1230.48 _ shim 14 EA 2.93 41.02 1.875x5 handrail 56 LF 3 168 grip rail 56 LF 0.384 21.504 mounting -brackets _ _ ___14_E& - -_ . _ _ _._ _._ 1.5_ _ _ _ . __ ___ _ ___ _ __ 21 3/4 plywood 120 SF 2.1975 263.7 6" wheel 2 EA 4 8 -4x4 saddle 3 EA 5 - - 15 - axle 4 LF 1.502 6.008 2x6x3/8 hinge plate 4 LF 10.21 40.84 hinge rod 4.833 LF 2.67 12.90411 Live Load 120 PSF 40 4800 _ Total 7233.31. Force on dock 3616.655 lbs (simply supported) I- F©C Gj C- sco i t__w�` 5.. J ti 2033 lo C�i zv/� ► i I) ?yt Arr Sean, tj e -W 2+-a0 For /t < , � may low� { ca c' -FK►ps er _ „ F y - (0 CO0)r1l X _52) = q 7112-3 Ks1 W W W xxx N Vf V$ coo avv cvAA rnn J ti 2033 lo C�i zv/� ► i I) ?yt Arr Sean, tj e -W 2+-a0 For /t < , � may low� { ca c' -FK►ps er _ „ CV 4� Gcov CLI C)vn I- ,P- I -e v ik r o ho,.Ve- �J 3v -TO UpEolilix A 43C L -B NWL-�5 76 -Tz) LF -s tr,-,3 3, ___ - �e��1 _ _ _ -M _ _ 3- �, 256 CAS I z Cspwooc>6 a,�o r��� CNS ��� 19,y I >< f2 1,3E7F, _� 2� 2x� G � L4 12 [�>70 CNc3 �'�D� CAS I z CALCULATIONS FOR GUIDE PILES AND FLOATATION FOR LIDO ISLAND FLOATING DOCK SYSTEM IN NEWPORT BEACH, CA Proared For: Utility Vault Company PO Box 1390 Fontana, CA 92334-1390 QaOFESS�j Proared By: BLUEWater Design Group N0. C`50019 San Pedro, California EXP. (0, or March "29, 2001 4f File Number: 2033-A-1 Table of Contents YtrJ; -?Dt ®1® Calculations Pages Design Layout 1 Determine Wind Pressures 2 Determine Wind Loads 3 Determine Pile Loads 4 Pile Material, Specs and Layout Drawing 5 Pile Capacity check 7-8 Floatation Calcs — Floats 1 - 14 (Utility Vault) F1 — F45 Floatation Calcs — Fingers 1 - 17 (Utility Vault) F46 — F50 ovewd L/00 =s1 -E (��StC,1\1 t_f�Uov ,4 ssv� — A L- L Pv wr-CPwolr5 LO A p :Fo O2 S Ns -L- ` FINc1�tz z) 3, 25` iAi MA40WAUCS mO U' Wal): Ito As pem- U✓ Lfl yc�vT � W� ►�90 - ��3 A2Au.eL, wit'iD p—> ccs llfqoecov /%,a/ vNZ033 lhSihN: TD �K=uctq T'8 WIN D D 1 zfca j a MUD> 3 / �i o 11-14401 /e/ '6'/7W 203'3 - NoT L Fr5s T/�A^/ /SPsF (AlAW64eSP:G USz /99 U8C (ef -XP C C �:2.ttssuo�� Co=FFeel�'tiT -G 3 �%f}1TLLr /G -N F Trait- /1 O (7,16 � /6 - /G 17,36 s ,fsf T, S/rpt/ G,o1Tc'lI* OI C,t 011,c/ D ,164aS /Av 5-L119 Leti6%;% 0n PCi Wl'OT14 9 . tdlOS/51ee-P&f I5" $• y 12 SUPS I[Z� 3.9 t•7' -0,5 %r/:. 7.5 Z.:7' j rms / 7-.145- :5) 05ZZ AVZItA6Lr- a= 146,5 " i, -5u see'Txf?LF witio A4 -F-45 PEOZ DE5fb u L. ArIOUT UV 1) OC) 06 D90 - 1I3A ) -PATE�T> 1- -10-01 S/ V IAUE- LxDAj) s CON5(DE(2EU "F-6(A4t f3L-e' G t VE AJ (,DCAT(ON AND - NF-wCote &4A23M- GSI-OTcc't'(oAJ, Us L- 107.0 W%Pjo tooAnS PE -R- f -AX IS4AL SPCC- Z.Z.} o �'SC.� I i01e,e C,4 C S' 11jA� 1y, 19/ .IAI 2033 _ 7.0 GYfct�7 4 T/? 'D;-:riZMWe. WIND 1,.0AD5 'PAALLr-L W i N b P _ Ca r4) (w) N) UMSHLLrr R -r -v VF—S<-(-5 i.5� 7 _ Ssos Z(o i 3.9)f 1 is Q( a Z,v 4. I �G' A>, = (6-4) (1-4,57) 3 poi _- Gv 30' IZ e pi (30) (�(. S� (I�� S') Z3 Co 3.Zs �� 13,2s}(1:38}(i� S) = 1 3.3° V S-rr.IA --DTA. w, ► I . �- t 5- Z-E3 X81 C 3U C (N,s� �i��s)(. �) 9K5- 4-1 f�. :5Y Sim. TOT'S-- --L� P, , = 2 P, o 15 .t - YSTON SO 3,S)(41 tTJ(5,Lf 5j IZ e Z(o 130 LS V S-rr.IA --DTA. w, ► I . �- t YSTON l.UPf/)S WlAio 40"112 e /t /D /JT2«u7/) 7p _ /G Pies As ,oe-,- v t/ 4,4 yoc'r ,DWe; AJo 9© - /-73 ,moo �/GC-S %a /3�" ivsr.¢L�.eaa r,✓.rF/ n/o Guess ��n/ �b � ���sTit,t-nv.✓ prL ffT C'f9GGUGo9-3^�'r� /�E"N�T�2'.p�-r�.�! 3 ' — rso �SPz c. 1V le CC uT o .Foc:!' 6-4,C v.4Ti oAJ A/07- R) i3L- GCrr .5�.� ������ :� laGr�� ��C.r �/G� CU•1.�ST�vc7'10✓ ,SPcuF�c��v�vr stivp �,�7-�.szi.4-L. 1.11 M �,Lw1 A57-.918 c�z �.(7 MLOd NA �5. 29 000 li5; = ?Olt -'to -�'rnLLw (esu) UIT SfovvGrN 10 M V= Pe i e 1 zi cw 4•�t ♦ 0 MA = ops"x i�•Q = 33.x5 �f �� C /D ��w C-" -,L- g119 /0l 2` CLR. LTR MMSIONS A REMSED NOTES B 1 REVISED to TO 6000 PSI L DATE BY 7/27/00 CRO 10/17/00 CRO Sf-4 SPRAL AS SHOW N PLAIT MM. Oldcastle ' Precast, Inc. @Wm*M/NoMmM/i.+n•/#moo"%a1fa"%M/"w%W lZ' SQUABS PRECAST PILE SXaLL1lAKaR .13L .33L .33L .iSl 3 POINT PKKUP A 15-749 1 B CAUE N.T.S. I SHEET fOF 1 NOTES ts) tet. PRESMMS ro i. STRAkQB EQUALLY SPAYED fa • 60 D PSI00 o ZB DAYS Jt TIME OF ORP&M MIX DESIGN- Ulf -119 PRESTRESSING SUM SHALL. CONFOW TO ASTM A-416 GRADE 270 W-4 SPRAL ASTM A82 2• 3/4' CHAMFER ALL oORNERS TYPICAL. NTiAL TRANFER FORCE StRAND- 2B.9K SQUARE EFFEC11yE PRESIRESS01 STRMD - 136.84 KSI A—A EFFECTIVE PRESTRESS N CONCRETE - 1000 PSI �S'ECTMN N.T.S. ' 31lu E PILE AREA - 144 SOA As - 6 SMAN0 X .163 SIMK - Ans SOM. VMW - 130 POUNDS PER FOOT & PLE POMP Mmm i ' 2 PONT PICKUP Oldcastle ' Precast, Inc. @Wm*M/NoMmM/i.+n•/#moo"%a1fa"%M/"w%W lZ' SQUABS PRECAST PILE SXaLL1lAKaR .13L .33L .33L .iSl 3 POINT PKKUP A 15-749 1 B CAUE N.T.S. I SHEET fOF 1 lllfoo"4�llt Oil JWZ4017 -'t tiD m UMC "is (U,X) ,CNtUk- C.ZAJTEA- OP Z • 3.4raL _ Z.309q 3 �IaCIL A& � 2.(2•s3tQ� (I,Z(o�, � n (A5) � � � c.a� - ► o A 6oJr Ate- JZr-t rJ FuR-U"q (aYZ-_3(o,19 - (0.03 Yz+ I. o l l (0103 y -f r 5 ©3}Z, Cor 6 3 +, �� 3 Z `/c 2 C9CIL STTZSS5rz-5 b 5-03 vLTM�r� ,ST2zSS C=,�sFG ba.ys)(6)(1z)(1.503) !x'99 ktP o e 12XZ i bc/3 /Z 3 t Of & Ma, - 3.a r rT = Snot, p k--;N UUTI M4-1e- —Fe m s i o 91.9v Z C= T' - A s F',�� TAS 9 / 8 - O©, k-s uv , 2 k-S •C. (Q X �4 ►3oo/2acp)' r �• 9i b) = 13�{ 9 �- K-j ,i SC,c I�SivN TD CHcLt�-"1'T3 q PILE. 9�, to p� P� LL- M > s� sr�a� CO A-V Ole__ C!-lz Clt_ 14o tit zwr G4 Pic eT y USS" CZ /D Ew6, f /%A,t/D eoole- -61, z + e d) Mn = o, 33- t 41, f, �;, sot,,a s$ue, P.les 0.3'4 i2-)( D, 11 t.)(Z70ozx))� 1 loo gcks Iti pou",4s q0 Buoyancy Calc's Page 1 f' A B C D I E I F I G I H I J 1 Trus -Channel Concrete Marina System 2 3 Buoyancy and Overturning Calculations By Gary Taylor 4 1 1 (Heavy duty System) Date: 3/13/01 5 6 Float Description: 6' x 18' float #1 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 10,496 LBS 4760 Kg OU i 10 Displacement: 11,096 LBS 11 Saltwater 12 13 Freeboard: 16.22 Inches 41.20 Cm a 4AA At 6^,43 14 15 Draft: 19.78 Inches 50.24 Cm 16 17 lCase #2 Liveload applied over 1/2 the width 18 Inches of listing #NUM! Inches #NUM! Cm 19 Degree of listing #NUM! Degrees #NUM! Degrees 20 loverturning Moment 19440.0 Inch -Lbs 1687314 Kg -m 21 22 23 Liveload: 20 LBS / SQ.Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.15 Inches 30.87 Cm 26 27 Draft with Liveload: 23.85 Inches 60.57 Cm 28 29 Difference in Freeboard : 4.07 Inches 10.34 Cm 30 (Deadload to Liveload) 31 32 Concentrated liveload applied at the edge of the float. 33 Inches of listing 0.00 Inches 0.00 Cm 34 IDegree of listing 0.00 Degrees 0.00 Degrees 35 loverturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 f' Buoyancy Calc's A B= C D E F G H I J 51 52 Float Information. 53 Standard units Metric units 54 Length: 216 Inches 548.64 cm 55 56 Width: 72 Inches 182.88 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 2.5 Inches 6.35 cm 63 64 1324 Junction Boxes: 0 Each 0 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 1730 Junction Boxes: 0 Each 0 Each 69 70 Doubte1730 Junction Boxes: 0 Each 0 Each 71 72 Ringbeams: 0 Each 0 Each 73 74 Bolt and Rod Sleeves: 18 Each 18 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 0 Each 0 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 0 Each 0 Each 87 88 4" Longitudinal Chaseways 0 Each 0 Each 89 90 3" Lateral Chaseways 0 Each 0 Each 91 92 Water (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /Sq.Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sq.M 97 98 99 100 Page 2 Buoyancy Calc's Page 3 �3 A B C D E F G H I J 101 102 BUOVat1CV Control 103 104 105 Additional We' 0 LBS KG 106 Additional buoyancy -600 LBS KG 107 (enter as negitive number) 108 109 110 111 _Unit Weight of Materials 112 Material Units Weight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Filler I I LBS / In. 0.39 125 Longitudinal beam (1" x 4') LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 Bulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) L- 1331 Void around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 lConnection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each - 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 149 150 Page 3 �3 Buoyancy Calc's Page 4 A B C D E F G H I J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS / Each 74 1541 jUrethane Coating LBS/Sq.Ft 0.27 155 Post tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions 158 Item Units I Welght 159 Void for Connection LBS / Each -81.3 160 4" Chase t@ ends LBS / Pipe -4.14 161 3" Chase @ sides LBS / Pipe -2.33 162 163 Weight of Materials per Float 164 Material Units Weight 165 Concrete Yards 2.19 166 Foam Total LBS per Float 268.7 167 168 S.B.R. Cushion Blocks Total LBS per Float 0 169 Conn. Plate Washers Total LBS per Float 0 170 Salt water* LBS / Cubic -foot 59.5 171 Fresh Water* LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 0 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 Junction Box LBS of Concrete 0 176 End Filler I I LBS of Concrete 51 177 Longitudinal beam (1" x 4') LBS of Concrete 143 178 Bulkhead Vent I LBS of Concrete 0 179 Bulkhead Side Beams LBS of Concrete 0 180 Bulkhead Bottom Beam LBS of Concrete 0 181 Bulkhead Top Beam LBS of Concrete 0 182 Void around Top Thru. Hole LBS of Concrete 237.6 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 0 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 21.12 187 Longitudanal Chamfers LBS of Concrete 117 188 Connection Cuts LBS of Concrete 0 189 Treated Wood Water Total LBS per Float 490 190 Wafer Bolts 11 Total LBS per Float 3.6 191 Rubstrip (Vinyl) Total LBS per Float 72 192 Conn. rods Total LBS per Float 0 193 Conn. Bolts Total LBS per Float 0 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 0 196 Finger Connectors Total LBS per Float 0 197 1324 Polymer Covers Total LBS per Float 0 198 199 Page 4 Buoyancy Calc's AlB C D E I F G H I J 200 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float _0 _ 203 Urethane Coating Total LBS per Float 29 204 Additional Weights 0 205 Additional buoyancy -600 206 Post tension cut-outs 790 207 208 L Deductions ) Weight of Materials Per Float 209 Item Units I I Weight 210 Void for Connection Total LBS per Float 0 211 4" Chase @ ends Total LBS per Float 0 212 3" Chase @ sides Total LBS per Float 0 213 214 Total Deductions LBS per Float 0 215 2161 Summation of Raw Materials 217 218 Concrete 2.19 Cu. Yards 219 #3 Rebar 45 LBS 220 #4 Rebar 0 LBS 221 #6 Rebar 216 LBS 222 Mesh 2.9 252 Sq.Ft. 223 E.P.S. Foam 3224 Bd.Ft. 224 225 Total Float Weight 10496 LBS 4760 KG 226 227 228 The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 Page 5 Sheet1 Page 1 Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: U.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: Float #2 4' x 41' Headwalk Data Entry Liveload 20 Lbs/Sq.Ft. Length 487.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 48 Inches Total Tub wt. 675 Lbs. Float WT. / FT. 235 LBS Total displacement 11262 Lbs. Number of tubs 9 Each Total tub Disp. 105.39 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater** 59.5 Lbs/cuft Fascia WT Total 328 LBS Vol. of disp. 189.27 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 480 LBS Draft 23.55 Inches Knee WT. Total 75 LBS Freeboard 16.45 Inches Mooring Cleat WT. 23.8 LBS Total liveload 3250 Lbs connection 2 58 LBS Liveload freeboard 10.23 Inches Misc. WT. LBS Total accessory WT. 1039.8 LBS Freeboard Adj *** 18 Inches Concrete float WT. 9546.875 LBS Adjusted volume 17.6 Cu.Ft. Total WT. 10586.675 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1367.4 217 3/4 Tub #7 -1367.4 -214 1/4 Tub #2 -1367.4 181 3/4 Tub #8 -1367.4 -166 1/4 Tub #3 -1367.4 133 3/4 Tub #9 -1367.4 -118 1/4 Tub #4 -1367.4 97 3/4 Tub #10 -1367.4 -58 1/4 Tub #5 -1367.4 0 Tub #11 -1367.4 0 Tub #6 -1367.4 0 Tub #12 -1367.4 0 Special Tub**** -322.3 37 3/4 Special Tub**** -322.3 0 Connection Wt. 555.0 234 3/4 Connection 2 58 -234 3/4 Total Moment -744723.6 In.Lbs 748038.2 In.Lbs Headwalk end - Outboard end 3314.60 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. *** Do not enter distance if centered in float. Page 1 Sheetl Page 1 Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: U.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description:. Float #3 4'x44' Headwalk Data Entry Liveload 20 Lbs/Sq.Ft. Length 527 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 48 Inches Total Tub wt. 675 Lbs. Float WT. / FT. 235 LBS Total displacement 11545 Lbs. Number of tubs 9 Each Total tub Disp. 105.39 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater** 59.5 Lbs/cult Fascia WT Total 352 LBS Vol. of disp. 194.04 Cu.Ft. End Pile W. 0 LBS Connection WT.* 58 LBS Draft 23.76 Inches Knee WT. Total 0 LBS Freeboard 16.24 Inches Mooring Cleat WT. 7 LBS Total liveload 3513.3333 Lbs connection 2 58 LBS Liveload freeboard 9.52 Inches Misc. WT. LBS Total accessory WT. 550 LBS Freeboard Adj *** 15 Inches Concrete float WT. 10320.4167 LBS Adjusted volume 14.6 Cu.Ft. Total WT. 10870.4167 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1379.6 234 Tub #7 -1379.6 -234 Tub #2 -1379.6 174 Tub #8 -1379.6 -186 Tub #3 -1379.6 126 Tub #9 -1379.6 -126 Tub #4 -1379.6 66 Tub #10 -1379.6 -66 Tub #5 -1379.6 0 Tub #11 -1379.6 0 Tub #6 -1379.6 0 Tub #12 -1379.6 0 Special Tub**** -508.7 30 Special Tub**** -508.7 0 Connection Wt. 58.0 234 3/4 Connection 2 58 -234 3/4 Total Moment -829400.9 In.Lbs 830696.2 In.Lbs Headwalk end - Outboard end 1295.24 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. *** Do not enter distance if centered in float. Page 1 Sheetl Page 1 S Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: L.I.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: Float #4 4' x 43' Headwalk Data Entry Liveload 20 Lbs/Sq.Ft. Length 511.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 48 Inches Total Tub wt. 675 Lbs. Float WT. / FT. 235 LBS Total displacement 11807 Lbs. Number of tubs 9 Each Total tub Disp. 105.39 Sq.Ft. Tub WT. 75 LBS Wt of saltwater** 59.5 Lbs/cuft Fascia WT Total 352 LBS Vol. of disp. 198.43 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 116 LBS Draft 23.71 Inches Knee WT. Total 75 LBS Freeboard 16.29 Inches Mooring Cleat WT. 17 LBS Total liveload 3410 Lbs connection 2 480 LBS Liveload freeboard 9.77 Inches Misc. WT. LBS Total accessory WT. 1115 LBS Freeboard Adj.*** 10 Inches Concrete float WT. 10016.875 LBS Adjusted volume . 9.8 Cu.Ft. Total WT. 11131.875 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1376.4 214 1/4 Tub #7 -1376.4 -229 3/4 Tub #2 -1376.4 166 1/4 Tub #8 -1376.4 -193 3/4 Tub #3 -1376.4 130 1/4 Tub #9 -1376.4 -145 3/4 Tub #4 4376.4 58 1/4 Tub #10 -1376.4 -61 3/4 Tub #5 -1376.4 0 Tub #11 -1376.4 0 Tub #6 -1376.4 0 Tub #12 -1376.4 0 Special Tub**** -795.8 0 Special Tub**** -795.8 -25 3/4 Connection Wt. 116.0 246 3/4 Connection 2 555 -246 3/4 Total Moment -754542.0 In.Lbs 752045.9 In.Lbs Headwalk end - Outboard end -2496.15 Okay * Includes M. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. **** Do not enter distance if centered in float. Page 1 S Sheet1 Page 1 1 �-, I-) i Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: L.I.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: Float #5 4' x 7' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 84 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 48 Inches Total Tub wt. 150 Lbs. Float WT. / FT. 235 LBS Total displacement 2481 Lbs. Number of tubs 2 Each Total tub Disp. 23.42 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater** 59.5 Lbs/cuft Fascia WT Total 56 LBS Vol. of disp. 41.70 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 480 LBS Draft 23.37 Inches Knee WT. Total 75 LBS Freeboard 16.63 Inches Mooring Cleat WT. 0 LBS Total liveload 560 Lbs connection 2 0 LBS Liveload freeboard 11.81 Inches Misc. WT. LBS Total accessory WT. 686 LBS Freeboard Adj. ** 4 Inches Concrete float WT. 1645 LBS Adjusted volume 3.9 Cu.Ft. Total WT. 2331 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1356.6 24 Tub #7 -1356.6 -12 Tub #2 -1356.6 0 Tub #8 -1356.6 0 Tub #3 -1356.6 0 Tub #9 -1356.6 0 Tub #4 -1356.6 0 Tub #10 -1356.6 0 Tub #5 -1356.6 0 Tub #11 -1356.6 0 Tub #6 -1356.6 0 Tub #12 -1356.6 0 Special Tub**** -1124.4 0 Special Tub**** -1124.4 0 Connection Wt. 555.0 33 Connection 2 0 0 Total Moment -14244.0 In.Lbs 16279.5 In.Lbs Headwalk end - Outboard end 2035.51 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. **** Do not enter distance if centered in float. Page 1 1 �-, I-) i Sheet1 Page 1 10 Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: U.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: Float #6 4' x 27' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 322.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 48 Inches Total Tub wt. 450 Lbs. Float WT. / FT. 235 LBS Total displacement 7281 Lbs. Number of tubs 6 Each Total tub Disp. 70.26 Sq.Ft. Tub WT. 75 LBS Wt of saltwater*" 59.5 Lbs/cult Fascia WT Total 216 LBS Vol. of disp. 122.36 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 224 LBS Draft 23.57 Inches Knee WT. Total 0 LBS Freeboard 16.43 Inches Mooring Cleat WT. 0 LBS Total liveload 2150 Lbs connection 2 0 LBS Liveload freeboard 10.26 Inches Misc. WT. LBS Total accessory WT. 515 LBS Freeboard Adj*** 16 Inches Concrete float WT. 6315.625 LBS Adjusted volume 15.6 Cu.Ft. Total WT. 6830.625 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1368.3 119 1/4 Tub #7 -1368.3 -132 3/4 Tub #2 -1368.3 71 1/4 Tub #8 -1368.3 -84 3/4 Tub #3 -1368.3 0 Tub #9 -1368.3 -12 3/4 Tub #4 -1368.3 0 Tub #10 -1368.3 0 Tub #5 -1368.3 0 Tub #11 -1368.3 0 Tub #6 -1368.3 0 Tub #12 -1368.3 0 Special Tub**** -439.3 35 1/4 Special Tub**** -439.3 0 Connection Wt. 224.0 0 Connection 2 224 -160 Total Moment -276139.9 in.Lbs 279204.1 In.Lbs Headwalk end - Outboard end 3064.23 Okay * Includes WT. Of entire assembly. *" Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. "*** Do not enter distance if centered in float. Page 1 10 Buoyancy Calc's Page 1 �0 A B C I D I I E I F I G I H 1 J 1 Trus -Channel Concrete Marina System 2 3 4 Buoyancy and Overturning Calculations (Heavy duty System) Gary. Taylor Date: 3/13/01 5 6 Float Description: 6' x 46'-11" float #7 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 27,574 LBS 12505 Kg 10 Displacement: 30,574 LBS 11 Saltwater 12 13 Freeboard: 16.18 Inches 41.10 Cm 14 15 Draft: 19.82 Inches 50.34 Cm 16 17 ICase #2 Liveload applied over 1/2 the width 18 1 Inches of listing #NUM! Inches #NUM! Cm 19 IDegree of listing #NUM! Degrees #NUM! Degrees 20 10vertuming Moment 50670.0 Inch -Lbs 4397953 Kg -m 21 22 23 Liveload: 20 LBS / SQ.Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.13 Inches 30.82 Cm 26 27 Draft with Liveload: 23.87 Inches 60.62 Cm 28 29 Difference in Freeboard : 4.05 Inches 10.28 Cm 30 (Deadload to Liveload) 31 32 Concentrated iiveload applied at the edge of the float. 33 Inches of listing 0.00 Inches 0.00 Cm 34 Degree of listing 0.00 Degrees 0.00 Degrees 35 Overturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 �0 Buoyancy Calds Page 2 A B C D E F G H I J 51 52 Float Information. 53 Standard units Metric units 54 Length: 563 Inches 1430.02 cm 55 56 Width: 72 Inches 182.88 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 2.5 Inches 6.35 cm 63 64 1324 Junction Boxes: 2 Each 2 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 1730 Junction Boxes: 0 Each 0 Each 69 70 Double1730 Junction Boxes: 0 Each 0 Each 71 72 Ringbeams: 3 Each 3 Each 73 74 Bolt and Rod Sleeves: 47 Each 47 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 2 Each 2 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 6 Each 6 Each 87 88 4" Longitudinal Chaseways 2 Each 2 Each 89 90 3" Lateral Chaseways 4 Each 4 Each 91 92 Waler (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /Sq.Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sq.M 97 98 99 100 Page 2 Buoyancy Calc's Page 3 '112 A B C D E F G H I J 101 102 Buoyancy Control 103 104 jAdditional Weights 0 LBS KG 105 106 jAdditional buoyancy -3000 LBS KG 107 (enter as negitive number) 108 109 110 111 1 Unit Weight of Materials 112 Material Units I Weight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Filler I I LBS / In. 0.39 125 Longitudinal beam (1" x 4') LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 Bulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) 133 Void around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) I F- 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 .1324 Polymer Covers LBS / Each 50 149 150 Page 3 '112 Buoyancy Calc's 11571 1 1 1 Unit VVeiant OT Materials Uet]UCtionS I I I 1591 IVoid for Connection 160 4" Chase @ ends 161 3" Chase 0. sides Concrete Foam S.B.R. Cushion Blocks Conn. Plate Washers Salt water* Fresh Water* 1324 Junction Box 1730 Junction Box Double 1324 Junction Box Double 1730 Junction Box End Filler Longitudinal beam (1" x 4') Bulkhead Vent Bulkhead Side Beams Bulkhead Bottom Beam Bulkhead Top Beam Void around Top Thru. Hole (2 1/2" deck) Void around Top Thru. Hole (3" deck) Void around Bot.Thru. Hole Longitudanal Chamfers Connection Cuts Treated Wood Water Waler Bolts Rubstrip (Vinyl) Conn. rods Conn. Bolts Pileguide Mainwalk Connectors Finger Connectors 1324 Polvmer Covers LBS / Each LBS / Pipe LBS / Pipe ht of Materials per F Units Yards 44 Total LBS per Float Total LBS per Float Total LBS per Float LBS / Cubic -foot LBS / Cubic -foot LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float -81.3 -4.14 -2.33 5.81 712.7 1.5 1.5 59.5 58.0 636 0 0 0 51 386 314 314 412 309 620.4 0 52.8 305 300 1,276 9.4 188 48 8 0 340 0 100 Page 4 ✓,�� A B C D E F G H I J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS / Each 74 11541 jUrethane Coating LBS/Sq.Ft 0.27 11551 1 Post tension cut-outs LBS 1 1 790 11571 1 1 1 Unit VVeiant OT Materials Uet]UCtionS I I I 1591 IVoid for Connection 160 4" Chase @ ends 161 3" Chase 0. sides Concrete Foam S.B.R. Cushion Blocks Conn. Plate Washers Salt water* Fresh Water* 1324 Junction Box 1730 Junction Box Double 1324 Junction Box Double 1730 Junction Box End Filler Longitudinal beam (1" x 4') Bulkhead Vent Bulkhead Side Beams Bulkhead Bottom Beam Bulkhead Top Beam Void around Top Thru. Hole (2 1/2" deck) Void around Top Thru. Hole (3" deck) Void around Bot.Thru. Hole Longitudanal Chamfers Connection Cuts Treated Wood Water Waler Bolts Rubstrip (Vinyl) Conn. rods Conn. Bolts Pileguide Mainwalk Connectors Finger Connectors 1324 Polvmer Covers LBS / Each LBS / Pipe LBS / Pipe ht of Materials per F Units Yards 44 Total LBS per Float Total LBS per Float Total LBS per Float LBS / Cubic -foot LBS / Cubic -foot LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete LBS of Concrete Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float Total LBS per Float -81.3 -4.14 -2.33 5.81 712.7 1.5 1.5 59.5 58.0 636 0 0 0 51 386 314 314 412 309 620.4 0 52.8 305 300 1,276 9.4 188 48 8 0 340 0 100 Page 4 ✓,�� Buoyancy Calc's A B C D E F G H I J 200 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float 0 2031 Urethane Coating Total LBS per Float 76 204 Additional Weights 0 205 Additional buoyancy -3000 206 Post tension cut-outs 790 207 208 ( Deductions ) Weight of Materials Per Float 209 Item Units I I Weight 210 Void for Connection Total LBS per Float -162.6 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float -18.64 213 214 Total Deductions LBS per Float -197.8 215 216 Summation of Raw Materials 217 218 Concrete 5.81 Cu. Yards 219 #3 Rebar 117 LBS 220 #4 Rebar 80 LBS 221 #6 Rebar 564 LBS 222 Mesh 2.9 599 Sq.Ft. 223 E.P.S. Foam 8552 Bd.Ft. 224 225 Total Float Weight 27574 LBS 12505 KG 226 227 228 The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 Page 5 (� r'I Buoyancy Calds Page 1 A B C I D I E I F I G H I J 1 Trus -Channel Concrete Marina System 2 3 Buoyancy and Overturning Calculations Bv- Gary Taylor 4 (Heavy duty System) Date: 3/13/01 5 6 Float Description: 6' x 44'-2" float #8 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 25,921 LBS 11755 Kg 10 Displacement: 28,421 LBS 11 Saltwater 12 13 Freeboard: 16.20 Inches 41.16 Cm 14 15 Draft: 19.80 Inches 50.28 Cm 16 17 Case #2 Liveload applied over 1/2 the width 18 Inches of listing #NUM! Inches #NUM! Cm 19 Degree of listing #NUM! Degrees #NUM! Degrees 20 Overturning Moment 47700.0 Inch -Lbs 4140169 Kg -m 21 22 23 Liveload: 20 LBS / SQ. Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.16 Inches 30.88 Cm 26 27 Draft with Liveload: 23.84 Inches 60.56 Cm 28 29 Difference in Freeboard : 4.05 Inches 10.28 Cm 30 (Deadload to Liveload) 31 32 Concentrated liveload applied at the edge of the float. 33 Inches of listing 0.00 Inches 0.00 Cm 34 IDegree of listing 0.00 Degrees 0.00 Degrees 35 Overturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 Width: Height: Wall Thickness: Deck Thickness: 1324 Junction Boxes: Double 1324 Junction Boxes: 1730 Junction Boxes: Double1730 Junction Boxes: Ringbeams: Bolt and Rod Sleeves: Mainwalk Connectors: End Pileguide: Finger Connectors: Volume of special cut-outs: Vents in E.P.S. 4" Longitudinal Chaseways 3" Lateral Chaseways Water (Sectional Area) Liveload: Concentrated live load: Buoyancy Calc's 530 Inches 72 Inches 36 Inches 3 Inches 2.5 Inches 1 Each 0 Each 0 Each 0 Each 2 Each 44 Each 0 Each 4 Each 0 Each 0 Each 0 Cu -Ft 4 Each 2 Each 2 Each 0.34 Sq.Ft 20 LBS /9q. Ft. 0 LBS / SQ. Ft. 1346.2 cm 182.88 cm 91.44 cm 7.62 cm 6.35 cm 1 Each 0 Each 0 Each 0 Each 2 Each 44 Each 0 Each 4 Each 0 Each 0 Each 0 Cu -Cm 4 Each 2 Each 2 Each 0.0316 Sq.M. 957.3959 N/Sq.M 0.00 N/Sq.M Page 2 1OV Buoyancy Calc's A B C D E F G H I J 101 102 Buoyancy Control 103 104 jAdditional Weights 0 LBS KG 105 1 - 106 jAdditional buoyancy -2500 LBS KG 107 (enter as negitive number) 108 109 110 111 Unit Weight of Materials 112 Material Units Weight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Filler I I LBS / In. 0.39 125 Longitudinal beam (1" x 4') LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 Bulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) I L- 133 Void around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 149 150 Page 3 i Buoyancy Calc's A B C D E F G H 1 J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS / Each 74 154 Urethane Coating LBS/Sq.Ft 0.27 155 Post tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions 158 Item Units I Weight 159 Void for Connection LBS / Each -81.3 160 4" Chase @ ends LBS / Pipe -4.14 161 3" Chase c@ sides LBS / Pipe -2.33 162 163 Weight of Materials per Float 164 Material UnitsWeight 165 Concrete Yards 5.40 166 Foam Total LBS per Float 670.5 167 168 S.B.R. Cushion Blocks Total LBS per Float 3 169 Conn. Plate Washers Total LBS per Float 3 170 Salt water* =LBS / Cubic -foot 59.5 171 Fresh Water* I LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 318 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 Junction Box LBS of Concrete 0 176 End Filler I I LBS of Concrete 51 177 Longitudinal beam (1" x 4') LBS of Concrete 363- 178 Bulkhead Vent I LBS of Concrete 209 179 Bulkhead Side Beams LBS of Concrete 209 180 Bulkhead Bottom Beam LBS of Concrete 275 181 Bulkhead Top Beam LBS of Concrete 206 182 Void around Top Thru. Hole LBS of Concrete 580.8 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 0 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 42.24 187 Longitudanal Chamfers LBS of Concrete 288 188 Connection Cuts LBS of Concrete 600 189 Treated Wood Wafer Total LBS per Float 1,201 190 Waler Bolts I Total LBS per Float 8.8 191 Rubstrip (Vinyl) Total LBS per Float 177 192 Conn. rods Total LBS per Float 96 193 Conn. Bolts Total LBS per Float 16 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 680 1961 Finger Connectors Total LBS per Float 0 197 1324 Polymer Covers Total LBS per Float 50 198 199 Page 4 �,i Buoyancy Calds Page 5 f , V, A B C D E F G H I J 200 201 202 Weight of Materials per Float Cont. 1730 Polymer Covers Total LBS per Float 0 203 Urethane Coating Total LBS per Float 72 204 Additional Weights 0 205 Additional buoyancy -2500 206 Post tension cut-outs 790 207 208 ( Deductions ) Weight of Materials Per Float 209 Item UnitsWeight 210 Void for Connection Total LBS per Float -325.2 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float -9.32 213 214 Total Deductions LBS per Float -351.08 215 216 217 Summation of Raw Materials 218 Concrete 5.40 Cu. Yards 219 #3 Rebar 110 LBS 220 #4 Rebar 53 LBS 221 #6 Rebar 5317 LBS 222 Mesh 2.9 566 Sq.Ft. 223 E.P.S. Foam 8046 Bd.Ft. 224 225 Total Float Weight 25921 LBS 11755 KG 226 227 12281 The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 12291 in these calculations applies 7 % absorption of the E.P.S.. 230 Page 5 f , V, Buoyancy Calc's Page 1 ,'�� A B C I D I E I F I G I H I J 1 Trus -Channel Concrete Marina System 2 3 Buovancy and Overturning Calculations Bv: Gary Taylor 4 (Heavy duty System) Date: 3/13/01 5 6 Float Description: 10' x 10' x 36" Float #9 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 9,443 LBS 4283 Kg 10 Displacement: 13,443 LBS 11 Saltwater 12 13 Freeboard: 16.47 Inches 41.84 Cm 14 15 Draft: 19.53 Inches 49.60 Cm 16 17 Case #2 Liveload applied over 1/2 the width 18 Inches of listing 4.62 Inches 11.74 Cm 19 Degree of listing 2.21 Degrees 2.21 Degrees 20 Overturning Moment 29750.0 Inch -Lbs 2582181 Kg -m 21 22 23 Liveload: 20 LBS / SQ.Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.37 Inches 31.42 Cm 26 27 Draft with Liveload: 23.63 Inches 60.02 Cm 28 29 Difference in Freeboard : 4.10 Inches 10.42 Cm 30 (Deadload to Liveload) 31 32 Concentrated liveload applied at the edge of the float. 33 Inches of listing 0.00 Inches 0.00 Cm 34 IDegree of listing 0.00 Degrees 0.00 Degrees 35 10verturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 ,'�� Buoyancy Calc's Page 2 C , Lv A B C D E F G H I J 51 52 Float Information. 53 Standard units Metric units 54 Length: 119 Inches 302.26 cm 55 56 Width: 120 Inches 304.8 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 3 Inches 7.62 cm 631 1 64 1324 Junction Boxes: .1 Each 1 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 11730 Junction Boxes: 0 Each 0 Each 69 70 jDoubIe1730 Junction Boxes: 0 Each 0 Each 71 1 F- 72 Ringbeams 0 Each 0 Each 73 74 Bolt and Rod Sleeves: 10 Each 10 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 2 Each 2 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 0 Each 0 Each 87 88 4" Longitudinal Chaseways 2 Each 2 Each 89 90 3" Lateral Chaseways 2 Each 2 Each 91 92 Waler (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /Sq.Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sq.M 97 98 99 100 Page 2 C , Lv Buoyancy Cale's Page 3 �ti� A B C D E F G H 1 J 101 102 103 Buoyancy Control 1041 Additional Weights 2000 LBS KG 105 106 Additional buoyancy -4000 LBS KG 107 (enter as negitive number) 108 109 110 111 Unit Weight of Materials 112 Material Units I Weight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Fil I LBS / In. 0.39 125 Longitudinal beam (1" x 411) LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 Bulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) 133 Void around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 1351 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 149 150 Page 3 �ti� Buoyancy Calc's A B C D E F G H I J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS / Each 74 154 Urethane Coating LBS/Sq.Ft 0.27 155 jPost tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions 158 Item Units I Weight 159 Void for Connection LBS / Each -81.3 160 4" Chase @ ends LBS / Pipe -4.14 161 3" Chase @ sides LBS / Pipe -2.33 162 1-1 163 Weight of Materials per Float 164 Material Units Weight 165 Concrete Yards 2.16 166 Foam Total LBS per Float 246.0 167 168 S.B.R. Cushion Blocks Total LBS per Float 1.5 169 Conn. Plate Washers Total LBS per Float 1.5 170 Salt water* LBS / Cubic -foot 59.5 171 Fresh Water* I LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 318 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 Junction Box LBS of Concrete 0 176 End Filler I I LBS of Concrete 89 177 Longitudinal beam (1" x 4') LBS of Concrete 75 178 Bulkhead Vent I LBS of Concrete 0 179 Bulkhead Side Beams LBS of Concrete 0 180 Bulkhead Bottom Beam LBS of Concrete 0 181 Bulkhead Top Beam LBS of Concrete 0 182 Void around Top Thru. Hole LBS of Concrete 0 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 136.8 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 36.48 187 Longitudanal Chamfers LBS of Concrete 65 188 Connection Cuts LBS of Concrete 300 189 Treated Wood Waler Total LBS per Float 270 190 Waler Bolts I Total LBS per Float 2.0 191 Rubstrip (Vinyl) Total LBS per Float 40 192 IConn. rods I Total LBS per Float 80 193 Conn. Bolts Total LBS per Float 8 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 340 196 Finger Connectors Total LBS per Float 0 197 1324 Polymer Covers Total LBS per Float 50 198 199 Page 4 t✓ Buoyancy Calc's Page 5 /��� A B C D E F G H I J Zoo 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float 0 203 Urethane Coating Total LBS per Float 27 204 Additional Weights 2000 205 Additional buoyancy -4000 206 Post tension cut-outs 790 207 208 Deductions Weight of Materials Per Float 209 Item Units Weight 210 Void for Connection Total LBS per Float -162.6 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float -9.32 213 214 Total Deductions LBS per Float -188.48 215 216 Summation of Raw Materials 217 218 Concrete 2.16 Cu. Yards 219 #3 Rebar 25 LBS 220 #4 Rebar 0 LBS 221 #6 Rebar 119 LBS 222 Mesh 2.9 219 Sq. Ft. 223 E.P.S. Foam 2952 Bd.Ft. 224 225 Total Float Weight 9443 LBS 4283 KG 226 227 228 * The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 Page 5 /��� Buoyancy Calc's Page 1 r ti(9 AlB C I D I E I F I G I H I 'J 1 1 Trus -Channel Concrete Marina System 2 3 1 Buoyancy and Overturning Calculations Bv- Gary Taylor 4 (Heavy duty System) Date: 3/13/01 5 6 Float Description: 6' x 55'-11' x 36" float #10 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 32,781 LBS 14867 Kg 10 Displacement: 35,781 LBS 11 Saltwater 12 13 Freeboard: 16.24 Inches 41.25 Cm 14 15 Draft: 19.76 Inches 50.19 Cm 16 17 lCase #2 Liveload applied over 1/2 the width 18 Inches of listing #NUM! Inches #NUM! Cm 19 Degree of listing #NUM! Degrees #NUM! Degrees 20 Overturning Moment 60390.0 Inch -Lbs 5241610 Kg -m 21 22 23 Liveload: 20 LBS / SQ.Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.20 Inches 30.98 Cm 26 27 Draft with Liveload: 23.80 Inches 60.46 Cm 28 29 Difference in Freeboard : 4.04 Inches 10.27 Cm 30 (Deadload to Liveload) 31 32 lConcentrated liveload applied at the edge of the float. 33 linches of listing 0.00 Inches 0.00 Cm 34 Degree of listing 0.00 Degrees 0.00 Degrees 35 Overturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 r ti(9 Buoyancy Calds 54 Length: 671 Inches 1704.34 cm 55 56 Width: 72 Inches 182.88 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 2.5 Inches 6.35 cm 63 64 1324 Junction Boxes: 3 Each 3 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 1730 Junction Boxes: 0 Each 0 Each 69 70 Double1730 Junction Boxes: 0 Each 0 Each 71 72 Ringbeams: 3 Each 3 Each 73 74 Bolt and Rod Sleeves: 56 Each 56 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 2 Each 2 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 6 Each 6 Each 87 88 4" Longitudinal Chaseways 2 Each 2 Each 89 90 3" Lateral Chaseways 4 Each 4 Each 91 92 Waler (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /Sq.Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sci.M Page 2 u Buoyancy Calc's A B C =D E F G H 1 J 101 102 Buoyancy Control 103 104 Additional Weights 0 LBS I KG 105 106 Additional buoyancy -3000 LBS KG 107 (enter as negitive number) 108 109 110 111 Unit Weight of Materials 1121 Material Units IWeight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Filler I I LBS / In. 0.39 125 Longitudinal beam (1" x 4') LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 Bulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) 133 Void around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 1 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 F150149 Page 3 (,ITV Buoyancy Calc's A B C D E F G H I J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS /Each 74 1541 1 Urethane Coating LBS/Sq.Ft 0.27 155 Post tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions 158 Item Units Weight 159 Void for Connection LBS / Each -81.3 - 160 4" Chase @ ends LBS / Pipe 4.14 161 3" Chase @ sides LBS / Pipe -2.33 162 163 Weight of Materials per Float 164 Material Units Weight 165 Concrete Yards 6.83 166 Foam Total LBS per Float 850.9 167 168 S.B.R. Cushion Blocks Total LBS per Float 1.5 169 Conn. Plate Washers Total LBS per Float 1.5 170 Salt water* LBS / Cubic -foot 59.5 171 Fresh Water* F LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 954 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 Junction Box LBS of Concrete 0 176 End Filler I LBS of Concrete 51 177 Longitudinal beam (1" x 4') LBS of Concrete 461 178 Bulkhead Vent I LBS of Concrete 314 179 Bulkhead Side Beams LBS of Concrete 314 180 Bulkhead Bottom Beam LBS of Concrete 412 181 Bulkhead Top Beam LBS of Concrete 309 182 Void around Top Thru. Hole LBS of Concrete 739.2 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 0 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 52.8 187 Longitudanal Chamfers LBS of Concrete 364 188 Connection Cuts LBS of Concrete 300 189 Treated Wood Wafer Total LBS per Float 1,521 190 Waler Bolts I Total LBS per Float 11.2 191 Rubstrip (Vinyl) Total LBS per Float 224 192 Conn. rods Total LBS per Float 48 193 Conn. Bolts Total LBS per Float 8 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 340 196 Finger Connectors Total LBS per Float 0 197 1324 Polymer Covers Total LBS per Float 150 198 199 Page 4 _ "t9 Buoyancy Calc's ID Page 5 A B C D E F G H I J 200 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float 0 203 1 Urethane Coating Total LBS per Float 91 204 jAdditional Weights 0 205 jAdditional buoyancy -3000 206 Post tension cut-outs 790 207 208 Deductions ) Weight of Materials Per Float 209 Item Units I I Weight 210 Void for Connection Total LBS per Float -162.6 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float -18.64 213 214 Total Deductions LBS per Float -197.8 215 216 Summation of Raw Materials 217 218 Concrete 6.83 Cu. Yards 219 #3 Rebar 140 LBS 220 #4 Rebar 80 LBS 221 #6 Rebar 672 LBS 222 Mesh 2.9 707 Sq.Ft. 223 E.P.S. Foam 10211 Bd.Ft. 224 225 Total Float Weight 32781 LBS 14867 KG 226 227 228 The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 ID Page 5 Buoyancy Calc's JAI B r C 1 --D 1 E I F I G I H I J 1 1 Trus -Channel Concrete Marina System 6 Float Description: 6' x 59'-11" x 36" float #11 and #12 7 Project: I Lido Isle 8 Standard units Metric units 9 Float Weight: 35,212 LBS 15969 Kg 10 Displacement: 37,912 LBS 11 Saltwater 12 13 Freeboard: 16.20 Inches 41.14 Cm 14 15 Draft: 19.80 Inches 50.30 Cm 16 17 Case #2 Liveload applied over 1/2 the width 18 Inches of listing #NUM! Inches #NUM! Cm 19 IDegree of listing #NUM! Degrees #NUM! Degrees 20 10verturning Moment 64710.0 Inch -Lbs 5616569 Kg -m 21 22 23 Liveload: 20 LBS / SQ. Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.15 Inches 30.87 Cm 26 27 Draft with Liveload: 23.85 Inches 60.57 Cm 28 29 Difference in Freeboard : 4.04 Inches 10.27 Cm 30 (Deadload to Liveload) 31 32 Concentrated liveload applied at the edge of the float. 33 Inches of listing 0.00 linches 1 0.00 Cm 34 Degree of listing 0.00 jDegrees 1 0.00 Degrees 35 Overturning Moment 0.0 11nch-Lbs 1 0 Ka -m 1491 1 Note: I Seepages 2 - 5 for material weights and quantities. 1.501 Page 1 { ' i Buoyancy Calc's 'E✓ Page 2 `�' A B C D E F G H I J 51 52 Float Information. 53 Standard units Metric units 54 Length: 719 Inches 1826.26 cm 55 56 Width: 72 Inches 182.88 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 2.5 Inches 6.35 cm 63 64 11324 Junction Boxes: 2 Each 2 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 11730 Junction Boxes: 0 Each 0 Each 69 70 Double1730 Junction Boxes: 0 Each 0 Each 71 72 Ringbeams: 3 Each 3 Each 73 74 Bolt and Rod Sleeves: 59 Each 59 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 4 Each 4 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 6 Each 6 Each 87 88 4" Longitudinal Chaseways 2 Each 2 Each 89 90 3" Lateral Chaseways 4 Each 4 Each 91 92 Waler (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /Sq.Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sq.M 97 98 99 100 'E✓ Page 2 `�' Buoyancy Cales A B C D EF G H I J 101 102 Buoyancy Control 103 104 Additional Weights 0 LBS KG 105 106 Additional buoyancy -2700 LBS KG 107 (enter as negitive number) 108 109 110 111 Unit Weight of Materials 112 Material Units I Weight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water" LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Filler I I LBS / In. 0.39 125 Longitudinal beam (1" x 4") LBS I In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 jBulkhead Side Beams LBS / In. 1.56 128 jBulkhead Bottom Beam LBS / In. 2.08 129 1 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 1 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) 133 IVoid around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 1 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 IVoid around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS /Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 149 150 Of Page 3 Buoyancy Calc's A B C D E F G H I J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS / Each 74 1541 1 Urethane -Coating LBS/Sq.Ft 0.27 155 Post tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions 158 Item Units I Weight 159 Void for Connection LBS / Each -81.3 160 4" Chase @ ends LBS / Pipe -4.14 161 3" Chase @ sides LBS / Pipe -2.33 162 163 Weight of Materials per Float 164 Material Units I I Weight 165 IConcrete Yards 1 1 7.24 166 jFoam Total LBS per Float 912.3 167 168 S.B.R. Cushion Blocks Total LBS per Float 3 169 Conn. Plate Washers Total LBS per Float 3 170 Salt water* LBS / Cubic -foot 59.5 171 Fresh Water* I LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 636 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 Junction Box LBS of Concrete 0 176 End Filler I I LBS of Concrete 51 177 Longitudinal beam (1" x 4') LBS of Concrete 495 178 Bulkhead Vent I LBS of Concrete 314 179 Bulkhead Side Beams LBS of Concrete 314 180 Bulkhead Bottom Beam LBS of Concrete 412 181 Bulkhead Top Beam LBS of Concrete 309 182 Void around Top Thru. Hole LBS of Concrete 778.8 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 0 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 52.8 187 Longitudanal Chamfers LBS of Concrete 390 188 Connection Cuts LBS of Concrete 600 189 Treated Wood Waler Total LBS per Float 1,630 190 Waler Bolts I Total LBS per Float 12.0 191 Rubstrip (Vinyl) Total LBS per Float 240 192 Conn. rods Total LBS per Float 96 193 Conn. Bolts Total LBS per Float 16 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 680 196 Finger Connectors Total LBS per Float 0 197 1324 Polymer Covers Total LBS per Float 100 198 199 Page 4 04 Buoyancy Calc's A B C D E F G H I J 200 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float 0 203 Urethane Coating Total LBS per Float 97 204 Additional Weights 0 205 Additional buoyancy -2700 206 Post tension cut-outs 790 207 208 Deductions) Weight of Materials Per Float 209 Item Units Weight 210 Void for Connection Total LBS per Float -325.2 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float -18.64 213 214 Total Deductions LBS per Float -360.4 215 216 Summation of Raw Materials 217 218 Concrete 7.24 Cu. Yards 219 #3 Rebar 150 LBS 220 #4 Rebar 80 LBS 221 #6 Rebar 720 LBS 222 Mesh 2.9 755 Sq.Ft. 223 E.P.S. Foam 10948 Bd.Ft. 224 225 ITotal Float Weight 35212 LBS 15969 KG 226 227 228 The E.P.S.'used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 Page 5 ` Buoyancy Calc's Page 1 1., 4>V Y, A B C D E F G --F- H I J 1 Trus -Channel Concrete Marina System 2 3 Buoyancy and Overturning Calculations By. Gary Taylor 4 (Heavy duty System) Date: 3/13/01 5 6 Float Description: 6' x 48'-11" x 36" float #13 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 28,697 LBS 13014 Kg 10 Displacement: 30,897 LBS 11 Saltwater 12 13 Freeboard: 16.22 Inches 41.20 Cm 14 15 Draft: 19.78 Inches 50.24 Cm 16 17 Case #2 Liveload applied over 1/2 the width 18 Inches of listing #NUM! Inches #NUM! Cm 19 Degree of listing #NUM! Degrees #NUM! Degrees 20 Overturning Moment 52830.0 Inch -Lbs 4585433 Kg -m 21 22 23 Liveload: 20 LBS / SQ. Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.17 Inches 30.92 Cm 26 27 Draft with Liveload: 23.83 Inches 60.52 Cm 28 29 Difference in Freeboard : 4.05 Inches 10.28 Cm 30 (Deadload to Liveload) 31 32 Concentrated liveload applied at the edge of the float. 33 Inches of listing 0.00 Inches 0.00 Cm 34 IDegree of listing 0.00 Degrees 0.00 Degrees 35 Overturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 1., 4>V Y, Buoyancy Calc's ME 0 OOO©00 MEMMIMMIMM-�---- 541 1 Length: 587 Inches 1490.98 cm 55 56 Width: 72 Inches 182.88 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 2.5 Inches 6.35 cm 63 64 1324 Junction Boxes: 1 Each 1 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 1730 Junction Boxes: 0 Each 0 Each 69 70 Double1730 Junction Boxes: 0 Each 0 Each 71 72 Ringbeams: 3 Each 3 Each 73 74 Bolt and Rod Sleeves: 49 Each 49 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 2 Each 2 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 6 Each 6 Each 87 88 4" Longitudinal Chaseways 2 Each 2 Each 89 90 3" Lateral Chaseways 2 Each 2 Each 91 92 Waler (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /Sq.Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sq.M a� Page 2 Buoyancy Calds A 11B C D E F G H I J 101 102 Buoyancy Control 103 104 lAdditional Weights 0 LBS I KG 105 106 lAdditional buoyancy -2200 LBS KG 107 (enter as negitive number) 108 109 110 111 Unit Weight of Materials 112 Material Units I Weight 113 Concrete LBS / Cubic -foot 148 114 Foam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Box LBS each 684 124 End Filler I LBS / In. 0.39 125 Longitudinal beam (1" x 4") LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 jBulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 IBulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) 133 IVoid around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu.Ft. 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 1 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 149 150 Page 3 t r� Buoyancy Calc's A B C D E F G H I J 151 152 Unit Weight of Materials Cont. 153 1730 Polymer Covers LBS / Each 74 1541 jUrethane Coating LBS/Sq.Ft 0.27 155 Post tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions 158 Item Units I Wei ht 159 lVoid for Connection LBS / Each -81.3 160 4" Chase @ ends LBS / Pipe -4.14 161 3" Chase @ sides LBS / Pipe -2.33 162 163 Weight of Materials per Float 164 Material Units Weight 165 Concrete Yards 5.94 166 Foam Total LBS per Float 743.4 167 168 S.B.R. Cushion Blocks Total LBS per Float 1.5 169 Conn. Plate Washers Total LBS per Float 1.5 170 Salt water* LBS / Cubic -foot 59.5 171 Fresh Water* LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 318 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 JunctionBox LBS of Concrete 0 176 End Filler LBS of Concrete 51 177 Longitudinal beam (1" x 4') LBS of Concrete 403 178 Bulkhead Vent I LBS of Concrete 314 179 Bulkhead Side Beams LBS of Concrete 314 180 Bulkhead Bottom Beam LBS of Concrete 412 181 Bulkhead Top Beam LBS of Concrete 309 182 Void around Top Thru. Hole LBS of Concrete 646.8 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 0 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 52.8 187 Longitudanal Chamfers LBS of Concrete 318 188 Connection Cuts LBS of Concrete 300 189 Treated Wood Wafer Total LBS per Float 1,331 190 Wafer Bolts I Total LBS per Float 9.8 191 Rubstrip (Vinyl) Total LBS per Float 196 192 Conn. rods Total LBS per Float 48 193 Conn. Bolts Total LBS per Float 8 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 340 196 Finger Connectors Total LBS per Float 0 197 1324 Polymer Covers Total LBS per Float 50 198 199 Page 4 D Buoyancy Calc's A B C D E F G H I J 200 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float 0 2031 jUrethane Coating Total LBS per Float 79 204 jAdditional Weights 0 205 Additional buoyancy -2200 206 Post tension cut-outs 790 207 208 ( Deductions) Weight of Materials Per Float 209 Item Units Welpht 210 Void for Connection Total LBS per Float -162.6 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float -9.32 213 214 Total Deductions LBS per Float -188.48 215 216 Summation of Raw Materials 217 218 Concrete 5.94 Cu. Yards 219 #3 Rebar 122 LBS 220 #4 Rebar 80 LBS 221 #6 Rebar 588 LBS 222 Mesh 2.9 623 Sq.Ft. 223 E.P.S. Foam 8921 Bd.Ft. 224 225 Total Float Weight 28697 LBS 13014 KG 226 227 228 The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 Page 5 / "AO Buoyancy Calc's Page 1 Y. A B C D E F G H I J 1 Trus -Channel Concrete Marina System z 3 4 Buoyancy and Overturning Calcu ationsl (Heavy duty System) PX. Gary Taylor Date: 3/13/01 5 6 Float Description: 6' x 9'-11" x 36" float #14 7 Project: Lido Isle 8 Standard units Metric units 9 Float Weight: 5,739 LBS 2603 Kg 10 Displacement: 9,839 LBS 11 jSaltwater 12 13 Freeboard: 16.22 Inches 41.20 Cm 14 15 Draft: 19.78 Inches 50.24 Cm 16 17 Case #2 Liveload applied over 1/2 the width 18 Inches of listing #NUM! Inches #NUM! Cm 19 Degree of listing #NUM! Degrees #NUM! Degrees 20 Overturning Moment 10710.0 Inch -Lbs 929585.2 Kg -m 21 22 23 Liveload: 20 LBS / SQ.Ft 957.40 N/Sq.M 24 25 Freeboard With Liveload: 12.12 Inches 30.78 Cm 26 27 Draft with Liveload: 23.88 Inches 60.66 Cm 28 29 Difference in Freeboard : 4.10 Inches 10.42 Cm 30 (Deadload to Liveload) 31 32 Concentrated liveload applied at the edge of the float. 33 Inches of listing 0.00 Inches 0.00 Cm 34 Degree of listing 0.00 Degrees 0.00 Degrees 35 Overturning Moment 0.0 Inch -Lbs 0 Kg -m 36 37 38 39 40 41 42 43 44 45 46 47 48 1491 Note: See pages 2 - 5 for material weights and quantities. 50 Page 1 Y. Buoyancy Calc's 541 1 Length: 119 Inches 302.26 cm 55 56 Width: 72 Inches 182.88 cm 57 58 Height: 36 Inches 91.44 cm 59 60 Wall Thickness: 3 Inches 7.62 cm 61 62 Deck Thickness: 2.5 Inches 6.35 cm 63 64 1324 Junction Boxes: 0 Each 0 Each 65 66 Double 1324 Junction Boxes: 0 Each 0 Each 67 68 1730 Junction Boxes: 0 Each 0 Each 69 70 Double1730 Junction Boxes: 0 Each 0 Each 71 72 Ringbeams: 0 Each 0 Each 73 74 Bolt and Rod Sleeves: 9 Each 9 Each 75 76 Pileguide: 0 Each 0 Each 77 78 Mainwalk Connectors: 2 Each 2 Each 79 80 End Pileguide: 0 Each 0 Each 81 82 Finger Connectors: 0 Each 0 Each 83 84 Volume of special cut-outs: 0 Cu -Ft 0 Cu -Cm 85 86 Vents in E.P.S. 0 Each 0 Each 87 88 4" Longitudinal Chaseways 2 Each 2 Each 89 90 3" Lateral Chaseways 0 Each 0 Each 91 92 Waler (Sectional Area) 0.34 Sq.Ft 0.0316 Sq.M. 93 94 Liveload: 20 LBS /9q. Ft. 957.3959 N/Sq.M 95 96 Concentrated live load: 0 LBS / SQ. Ft. 0.00 N/Sci.M Page 2 1�ol/ F Buoyancy Calc's A B C D E F G H I J 101 102 Bu yancy Control 103 104 jAdditional Weights 2000 LBS I KG 105 106 jAdditional buoyancy -4100 LBS KG 107 (enter as negitive number) 108 109 110 111 Unit Weiqht of Materials 112 Material Units I Weight 113 lConcrete LBS / Cubic -foot 148 114 IFoam LBS / Cubic -foot 1 115 Connection bolt LBS -Each 2.5 116 S.B.R. Cushion Blocks LBS -Each 0.5 117 Conn. Plate Washers LBS -Each 0.5 118 Salt water* I LBS / Cubic -foot 59.5 119 Fresh Water* LBS / Cubic -foot 58.0 120 1324 Junction Box LBS each 318 121 1730 Junction Box LBS each 417 122 Double 1324 Junction Box LBS each 536 123 Double 1730 Junction Boxi LBS each 684 124 End Filler I I LBS / In. 0.39 125 Longitudinal beam (1" x 4') LBS / In. 0.35 126 Bulkhead Vent I LBS / In. 1.56 127 Bulkhead Side Beams LBS / In. 1.56 128 Bulkhead Bottom Beam LBS / In. 2.08 129 Bulkhead Top Beam LBS / In. 1.56 130 (3" deck) 131 Bulkhead Top Beam LBS / In. 1.3 132 (2 1/2" deck) 133 Void around Top Thru. Hole LBS / In. 0.2 134 (2 1/2" deck) 135 Void around Top Thru. Hole LBS / In. 0.12 136 (3" deck) 137 Void around Bot.Thru. Hole LBS / In. 0.16 138 Longitudinal Chamfers LBS / Ft. of Float 6.51 139 Connection Cuts LBS / Each 150 140 Treated Wood Waler LBS / Cu. Ft. 1 40 141 Waler Bolts I LBS / Ft. Of Float 0.1 142 Rubstrip (Vinyl) LBS / Ft. Of Float 2 143 Conn. rods LBS / Ft. Width 8 144 Conn. Bolts LBS / set 4 145 Pileguide LBS / Each 200 146 Mainwalk Connectors LBS / Each 170 147 Finger Connectors LBS / Each 49 148 1324 Polymer Covers LBS / Each 50 149 150 Page 3/.'� Buoyancy Calc's A B C D E F G H I J 151 152 153 Unit Weight 1730 Polymer Covers of Materials Cont. LBS / Each 74 154 Urethane Coating LBS/Sq.Ft 0.27 155 Post tension cut-outs LBS 790 156 157 Unit Weight of Materials Deductions Units Weight 158 Item 159 Void for Connection LBS / Each -81.3 160 4" Chase @ ends LBS / Pipe -4.14 161 3" Chase @ sides LBS / Pipe -2.33 162 1631 Weiqht of Materials per Float 164 Material Units Weiqht 165 Concrete Yards 1.41 166 Foam Total LBS per Float 144.6 167 168 S.B.R. Cushion Blocks Total LBS per Float 1.5 169 Conn. Plate Washers Total LBS per Float 1.5 170 Salt water* LBS / Cubic -foot 59.5 171 Fresh Water* LBS / Cubic -foot 58.0 172 1324 Junction Box LBS of Concrete 0 173 1730 Junction Box LBS of Concrete 0 174 Double 1324 Junction Box LBS of Concrete 0 175 Double 1730 Junction Box LBS of Concrete 0 176 End Filler I LBS of Concrete 51 177 Longitudinal beam (1" x 4") LBS of Concrete 75 178 Bulkhead Vent I LBS of Concrete 0 179 Bulkhead Side Beams LBS of Concrete 0 180 Bulkhead Bottom Beam LBS of Concrete 0 181 Bulkhead Top Beam LBS of Concrete 0 182 Void around Top Thru. Hole LBS of Concrete 118.8 183 (2 1/2" deck) 184 Void around Top Thru. Hole LBS of Concrete 0 185 (3" deck) 186 Void around Bot.Thru. Hole LBS of Concrete 21.12 187 Longitudanal Chamfers LBS of Concrete 65 188 Connection Cuts LBS of Concrete 300 189 Treated Wood Waler Total LBS per Float 270 190 Waler Bolts Total LBS per Float 2.0 191 Rubstrip (Vinyl) Total LBS per Float 40 192 Conn. rods Total LBS per Float 48 193 Conn. Bolts Total LBS per Float 8 194 Pileguide Total LBS per Float 0 195 Mainwalk Connectors Total LBS per Float 340 196 Finger Connectors Total LBS per Float 0 197 1324 Polvmer Covers Total LBS per Float 0 Page 4 Lk 3 Buoyancy Calc's A B C D E F G H I J 200 201 Weight of Materials per Float Cont. 202 1730 Polymer Covers Total LBS per Float 0 2031 1 Urethane Coating Total LBS per Float 16 204 jAdditional Weights 2000 205 jAdditional buoyancy -4100 206 Post tension cut-outs 790 207 208 Deductions) Weight of Materials Per Float 209 Item Units I I Weight 210 Void for Connection Total LBS per Float -162.6 211 4" Chase @ ends Total LBS per Float -16.56 212 3" Chase @ sides Total LBS per Float 0 213 214 Total Deductions LBS per Float -179.16 215 216 Summation of Raw Materials 217 218 Concrete 1.41 Cu. Yards 219 #3 Rebar 25 LBS 220 #4 Rebar 0 LBS 221 #6 Rebar 119 LBS 222 Mesh 2.9 155 Sq.Ft. 223 E.P.S. Foam 1735 Bd.Ft. 224 225 Total Float Weight 5739 LBS 2603 KG 226 227 228 The E.P.S. used complies with A.S.T.M. C272. The values used for density of salt and fresh water 229 in these calculations applies 7 % absorption of the E.P.S.. 230 If Page 5 Sf Sheet1 Page 1 Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: L.I.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: F1 3' x 36' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 427.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 36 Inches Total Tub wt. 450 Lbs. Float WT. / FT. 190 LBS Total displacement 8164 Lbs. Number of tubs 6 Each Total tub Disp. 70.26 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater** 59.5 Lbs/cult Fascia WT Total 280 LBS Vol. of disp. 137.21 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 458 LBS Draft 23.43 Inches Knee WT. Total 75 LBS Freeboard 16.57 Inches Mooring Cleat WT. 17 LBS Total liveload 2137.5 Lbs corner wheels 40 LBS Liveload freeboard 10.43 Inches Misc. WT. LBS Total accessory WT. 945 LBS Freeboard Adj*** 0 Inches Concrete float WT. 6768.75 LBS Adjusted volume 0.0 Cu.Ft. Total WT. 7713.75 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1360.6 178 1/4 Tub #7 -1360.6 -169 3/4 Tub #2 -1360.6 130 1/4 Tub #8 -1360.6 -85 3/4 Tub #3 -1360.6 58 1/4 Tub #9 -1360.6 -35 3/4 Tub #4 4360.6 0 Tub #10 -1360.6 0 Tub #5 -1360.6 0 Tub #11 -1360.6 0 Tub #6 -1360.6 0 Tub #12 -1360.6 0 Special Tub**** 4360.6 0 Special Tub**** -1360.6 0 Connection Wt. 533.0 204 3/4 Corner wheels 40 -210 3/4 Total Moment -389877.5 In.Lbs 387852.0 In.Lbs Headwalk end - Outboard end -2025.44 Okay * Includes WT. Of entire assembly. **Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. "*** Do not enter distance if centered in float. Page 1 Sheet1 Page 1 h Trus -Channel Buoyancy Calc`s for Prestressed Marina floats. Project: L.I.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: F2-175 3' x 36' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 427.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 36 Inches Total Tub wt. 525 Lbs. Float WT. / FT. 190 LBS Total displacement 8586 Lbs. Number of tubs 7 Each Total tub Disp. 81.97 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater*" 59.5 Lbs/cult Fascia WT Total 280 LBS Vol. of disp. 144.31 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 694 LBS Draft 23.70 Inches Knee WT. Total 150 LBS Freeboard 16.30 Inches Mooring Cleat WT. 13.6 LBS Total liveload 2137.5 Lbs corner wheels 80 LBS Liveload freeboard 11.04 Inches Misc. WT. LBS Total accessory WT. 1292.6 LBS Freeboard Adj *** 18 Inches Concrete float WT. 6768.75 LBS Adjusted volume 17.6 Cu.Ft. Total WT. 8061.35 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1375.9 178 1/4 Tub #7 -1375.9 -169 3/4 Tub #2 -1375.9 142 1/4 Tub #8 -1375.9 -109 3/4 Tub #3 -1375.9 94 1/4 Tub #9 -1375.9 -37 3/4 Tub #4 -1375.9 0 Tub #10 -1375.9 0 Tub #5 -1375.9 0 Tub #11 -1375.9 0 Tub #6 -1375.9 0 Tub #12 -1375.9 0 Special Tub's* -330.8 46 1/4 Special Tub**** -330.8 0 Connection Wt. 844.0 204 3/4 Corner wheels 80 -210 3/4 Total Moment -413155.2 In.Lbs 419651.9 In.Lbs Headwalk end - Outboard end 6496.62 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. Do not enter distance if centered in float. Page 1 h Sheet1 Page 1i lb �, c Trus -Channel Buoyancy Calc's for Prestressed Marina floats. Project: U.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: F6 3' x 26' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 307.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 36 Inches Total Tub wt. 375 Lbs. Float WT. / FT. 190 LBS Total displacement 6162 Lbs. Number of tubs 5 Each Total tub Disp. 58.55 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater** 59.5 Lbs/cuft Fascia WT Total 220 LBS Vol. of disp. 103.56 Cu.Ft. End Pile WT. 0 LBS Connection VT.* 458 LBS Draft 23.63 Inches Knee WT. Total 75 LBS Freeboard 16.37 Inches Mooring Cleat WT. 10.2 LBS Total liveload 1537.5 Lbs corner wheels 80 LBS Liveload freeboard 11.08 Inches Misc. WT. LBS Total accessory WT. 918.2 LBS Freeboard Adj. ** 12 Inches Concrete float WT. 4868.75 LBS Adjusted volume 11.7 Cu.Ft. Total WT. 5786.95 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1371.7 118 1/4 Tub #7 -1371.7 -109 3/4 Tub #2 -1371.7 70 1/4 Tub #8 -1371.7 -37 3/4 Tub #3 -1371.7 0 Tub #9 -1371.7 0 Tub #4 -1371.7 0 Tub #10 -1371.7 0 Tub #5 -1371.7 0 Tub #11 -1371.7 0 Tub #6 -1371.7 0 Tub #12 -1371.7 0 Special Tub**** -675.0 10 1/4 Special Tub**** -675.0 0 Connection Wt. 533.0 144 3/4 Corner wheels 80 -150 3/4 Total Moment -188339.7 In.Lbs 190271.5 In.Lbs Headwalk end - Outboard end 1931.76 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. **** Do not enter distance if centered in float. Page 1i lb �, c Sheet1 Page 1 1 Trus -Channel --- 7 Buoyancy Calc's for Prestressed Marina floats. Project: L.I.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: F7 -F16 3' x 26' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 307.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 36 Inches Total Tub wt. 375 Lbs. Float WT. / FT. 190 LBS Total displacement 6476 Lbs. Number of tubs 5 Each Total tub Disp. 58.55 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater" 59.5 Lbs/cuft Fascia WT Total 220 LBS Vol. of disp. 108.85 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 694 LBS Draft 23.71 Inches Knee WT. Total 150 LBS Freeboard 16.29 Inches Mooring Cleat WT. 13.6 LBS Total liveload 1537.5 Lbs corner wheels 80 LBS Liveload freeboard 11.00 Inches Misc. WT. LBS Total accessory WT. 1232.6 LBS Freeboard Adj *** 7 Inches Concrete float WT. 4868.75 LBS Adjusted volume 6.8 Cu.Ft. Total WT. 6101.35 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1376.6 118 1/4 Tub #7 -1376.6 -97 3/4 Tub #2 -1376.6 82 1/4 Tub #8 -1376.6 0 Tub #3 -1376.6 10 1/4 Tub #9 -1376.6 0 Tub #4 -1376.6 0 Tub #10 -1376.6 0 Tub #5 -1376.6 0 Tub #11 -1376.6 0 Tub #6 -1376.6 0 Tub #12 -1376.6 0 Special Tub"*** -970.1 0 Special Tub**** -970.1 -49 3/4 Connection Wt. 844.0 144 3/4 Corner wheels 80 -150 3/4 Total Moment -167940.4 In.Lbs 170762.0 In.Lbs Headwalk end - Outboard end 2821.65 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. **** Do not enter distance if centered in float. Page 1 1 Sheet1 Page 1� . Trus -Channel —7 Buoyancy Calc's for Prestressed Marina floats. Project: U.C.A. Calc's by: Gary Taylor Date: 3/13/01 Contractor: Shellmaker Float Description: F17 3' x 26' finger Data Entry Liveload 20 Lbs/Sq.Ft. Length 307.5 Inches Tub Displ. Plan Area 11.71 Sq.Ft. Each Width 36 Inches Total Tub wt. 375 Lbs. Float WT. / FT. 190 LBS Total displacement 6480 Lbs. Number of tubs 5 Each Total tub Disp. 58.55 Sq.Ft. Tub WT. 75 LBS Wt. of saltwater"* 59.5 Lbs/cuft Fascia WT Total 220 LBS Vol. of disp. 108.90 Cu.Ft. End Pile WT. 0 LBS Connection WT.* 694 LBS Draft 23.72 Inches Knee WT. Total 150 LBS Freeboard 16.28 Inches Mooring Cleat WT. 17 LBS Total liveload 1537.5 Lbs corner wheels 80 LBS Liveload freeboard 10.98 Inches Misc. WT. LBS Total accessory WT. 1236 LBS Freeboard Adj*** 7 Inches Concrete float WT. 4868.75 LBS Adjusted volume 6.8 Cu.Ft. Total WT. 6104.75 LBS Moment summation for longitudinal listing Headwalk end Loads Dist. Outboard end Loads Dist. Neg. Tub #1 -1377.2 118 1/4 Tub #7 -1377.2 -97 3/4 Tub #2 -1377.2 82 1/4 Tub #8 -1377.2 0 Tub #3 -1377.2 10 1/4 Tub #9 -1377.2 0 Tub #4 -1377.2 0 Tub #10 -1377.2 0 Tub #5 -1377.2 0 Tub #11 -1377.2 0 Tub #6 -1377.2 0 Tub #12 -1377.2 0 Special Tub**** -970.8 0 Special Tub**** -970.8 -49 3/4 Connection Wt. 844.0 144 3/4 Corner wheels 80 -150 3/4 Total Moment -168083.7 In.Lbs 170862.3 In.Lbs Headwalk end - Outboard end 2778.64 Okay * Includes WT. Of entire assembly. ** Adjusted for foam absorption. *** Involves decreasing the draft of one tub to lower the freeboard to spec. *"** Do not enter distance if centered in float. Page 1� .