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Home My WebLink AboutLETTER - APPLICATIONDEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA Boulevard, Suite 500 Palm Beach Gardens, Florida 33410 REPLY TO ATTENTION OF Regulatory Division Palm Beach Gardens Section SAJ-2014-03049(GP-PWB) Lillian Hernandez 10851 S. Ocean Drive Jensen Beach, Florida 34957 Dear Ms. Hernandez: Your application for a Departm has been assigned number SAJ : and drawings provided shows the square foot dock and 2 moorage 112. The project would affect wa River Lagoon adjacent to 10851 Township 37 South, Range 41 E July 28, 2015 SGANNtu By 8JJIaPAPP.nit % int of the Army permit received on October 13, 2014, 014-03049(GP-PWB). A review of the information proposed work would require installing a new 175 filings at lot 111 and a new 146 square foot dock at lot ors of the United States associated with the Indian . Ocean Drive, Lots 111 & 112, in Section 11, st, Jensen Beach, Saint Lucie County, Florida. Your project, as depicted on t,e enclosed drawings (Attachment A), is authorized by Regional General Permit (GP) SAJ-20. This authorization is valid until March 22, 2018. Please access the Corps' Jacksonville District Regulatory Division Internet page to view the special and general conditions for SAJ-20, which apply specifically to this authorization. The Internet URI. address is: Hwww.sa issions/Reau Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Once there you will need to click on "Source Book"; and, then click on "General Permits'. Then you will need to click on the specific SAJ permit noted above. You must comply with all of the special and general conditions of the permit; and, any project -specific conditions noted below, or you may be subject to enforcement action. i The following project-specifi ic conditions are included with this authorization: i 1. Manatee Conditions: The Permittee shall comply with the enclosed (Attachment B) "Standard Manatee Conditions for In -Water Work — 2011." W2 2. Sea Turtle and Smalltooth Sawfish Conditions: The Permittee shall comply with National Marine Fisheries Service's (P'ttachment C) "Sea Turtle and Smalltooth Sawfish Construction Conditions" dated March 23, 2006. 3. Turbidity Barriers: Prior to the in'tiation of any of the work authorized by this permit, the Permittee shall install flowing turbidity barriers with weighted skirts that extend to within one foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed) and all erodible materials have been stabilized. 4. Installation of pilings greater than' 24 inches in diameter, or installation of any size metal piling or sheet piling by mechanical impact hammer is prohibited. All metal piling(s) shall be driven manually. 5. Cultural Resources/Historic P a. No structure or work shall advi the National Register of Historic PIE NRHP. b. If during the ground disturbing area, there are archaeological/cult perties: 3ely affect, impact, or disturb properties listed in :s (NRHP) or those eligible for inclusion in the U or revoke the permit in accordance resume without written authorization 6. Assurance of Navigation and M agrees that, if future operations by tl other alteration, of the structures or Secretary of the Army or his authori: cause unreasonable obstruction to tl Permittee will be required, upon due remove, relocate, or alter the structu expense to the United States. No cl account of any such removal or alte 7. Self -Certification Statement of work authorized, the enclosed "Sell B) must be completed and submittE completed form to: CESAJ-Comply the Regulatory Division, Special Pr Boulevard, Suite 500, Palm Beach 33 CFR Part 325.7. Such activity shall not n the State Archeologist, SHPO, and the Corps. iintenance: The Permittee understands and e United States require the removal, relocation, or cork herein authorized, or if, in the opinion of the ad representative, said structure or work shall e free navigation of the navigable waters, the notice from the U.S. Army Corps of Engineers, to -al work or obstructions caused thereby, without tim shall be made against the United States on :ompliance: Within 60 days of completion of the ;ertification Statement of Compliance" (Attachment to the U.S. Army Corps of Engineers. Email the ocs(a-),usace.army.mil or mail the completed form to acts and Enforcement Branch, 4400 PGA ardens, Florida 33410. This letter of authorization does Inot obviate the necessity to obtain any other Federal, State, or local permits, which may Ibe required. Prior to the initiation of any construction, projects qualifying for this Nationwide permit must qualify for an exemption under section 403.813(1), Florida Statutes or 373.406, Florida Statutes, or otherwise be authorized by the applicable perm�t required under Part IV of Chapter 373, Florida Statutes, by the Department of Environmental Protection, a water management district under section 373.069, Florida Statutes, or a local government with delegated authority under section 373.441, Florida Statutes, and receive Water Quality Certification and applicable Coastal Zone Consistency Concurrence or waiver thereto, as well as any authorizations required for the us� of state-owned submerged lands under Chapter 253, Florida Statutes, and, as applicable, Chapter 258, Florida Statutes. You should check State -permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district. This letter of authorization does not include conditions that would prevent the 'take' of a state -listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage! (http://www.myfwc.com/license/wildlife/) for more information, including a list of thiose fish and wildlife species designated as species of special concern or threatened. The FIlorida Natural Areas Inventory (http://www.fnai.org ) also maintains updated lists, by county, of documented occurrences of those species. This authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood -prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. If you are unable to access the infiernet or require a hardcopy of any of the conditions, limitations, or expiration date for thelabove referenced RGP, please contact Paula Bratschi by telephone at 561-472-3532. Thank you for your cooperatio District Regulatory Division is comr strive to perform our duty in a frienc environment. We invite you to corr http://corpsmapu.usace.army.miI/cr this Internet address is case sensiti appears above. Your input is appri with our permit program. The Corps' Jacksonville itted to improving service to our customers. We y and timely manner while working to preserve our >lete our automated Customer Service Survey at I_apex/f?p=regulatory_survey. Please be aware ,e; and, you will need to enter it exactly as it ciated — favorable or otherwise. Sincerely, Paula Bratschi Project Manager Enclosures: Attachment A: Drawings Attachment B: "Standard manatee Conditions for In -Water work — 2011" Attachment C: "Sea Turtle and S'malltooth Sawfish Construction Conditions," dated March 23, 2006 1 Attachment D: Self -Certification Statement of Compliance Copies Furnished: CESAJ-RD-PE GENERAL CONDITIONS 33 CFR PART 320-330 PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986 1. The time limit for completing the work authorized ends on the dates identified in the letter. If you find that you need morel time to complete the authorized activity, submit your request for a time extension to this is office for consideration at least one month before the above date is reached. 2. You must maintain the activity au conformance with the terms and con requirement if you abandon the pern transfer to a third party in compliance to cease to maintain the authorized good faith transfer, you must obtain may require restoration of the area. horized by this permit in good condition and in iitions of this permit. You are not relieved of this itted activity, although you may make a good faith with General Condition 4 below. Should you wish ctivity or should you desire to abandon it without a modification of this permit from this office, which 3. If you discover any previously un�nown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains) warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit you must obtain the signature of the new owner in the space provid�d and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. I I\VI L.I\I I L\/I I\/1v I WINDMILL VILLAGE BY L THE -SEA CONDOMINIUM NO 1 UNIT 111 AND PRO-RATA SHARE IN COMMON ELEMENTS (OR 1721 WINDMILL VILLAGE BY; -THE -SEA CONDOMINIUM NO 1 UNIT 112 AND PRO-IRATA SHARE IN COMMON ELEMENTS . (OR 1721 TITLE i NAME LILIANA UERNANDEZ DATE 10851 S OCEAN DR. 9/29/14 LOCATION WINDMILL VILLAGE COND. LOT 111 & LOT112 REv PAGE 1 OF 5 JENSEN BEACH, FLORIDA 10,000 # HURRICANE ALUM LIFT EXISTING - DOCK EXISTING - LOT 111 CONCRETE SEAWALL Stainless Steel Piling Mount Bracket With 2-3/8" Bolts IConnecting The Bracket To The Assembly. 2-3/8"x3" Stainless Steel Lag Bolts Into The Side Of Piling FASTENING DETAIL BOATLIFT TO PILIN 4' 12' ' 3' (4) 12" DIA. 2.5 CCA MARINE 2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK I SCREWS ® EACH CONTACT POINT W/STRINGER, 1/2" GAP BETWEEN DECK BOARDS i LOWER BEA solo 2 GRADE P.T.WOOD STRINGER WITH 1(EA.) 5/8" DIA. S.S. BOLTS, NUTS, AND WASHERS. (TYP.) (2 EA.) PER PILE 2"x10" #2 GRADE WOOD CROSS MEMBER WITH (2 EA.) 5/8" DIA. S.S. BOLT, NUTS, AND - - - - - - MNW - WASHERS (TYP.) - - 2"x10" #2 GRADE P.T.WOOD 4'f 6't TO SUPPORT DECKING TOE- NAIL SS NAILS INSIDE STRINGERS TO CROSSMEMBER (TYP.) I I I FLOOR I I I I NEW 10" DIA. 2.5 CCA I I I BOTTOM I I I I MARINE TREATED WOOD PILING I I 1 1 1 1 ABOVE DECKING I I 1 1 11 PILINGS TO BE VIBRATORY DRILL 41 41 TO 10 TON LOAD VIEW A -A AS NECESSARY TO N.T.S.PROVIDE ADEQUATE BEARING & STABILITY TITLE NAME LILIANA HERNANDEZ DATE OSCAR M. BERMUDEZ,P.E, P.E. Date: 10851 S OCEAN DR. 9/29/14 Reg. Florida No. 55141 SECTION A -A WINDMILL VILLl' GE COND. LOT 111 & LQT112 REV PAGE DOCK &BOAT LIFT I 3 OF 5 , m; "' '^FORr P,MM n- 34850 JENSEN BEACH, FLORIDA (nsIN.- nes M2)-7o®-ne7 5 1 /2" - B 8' 7'-8» 6» 4'-2„ BOATLIFTJ 5" 12" DIA. ' -10 PILING 5' -10" 12' EXISTING CONC. SEAWALL 2x10 PT WD NEW 10" DIA. 2.5 CCA MARINE TREATED WOOD PILING BELOW DECKING 2x6 PT WD DECKING GER (TYP.) 3' —NEW 10" DIA. 2.5 CCA MARINE TREATED WOOD PILING ABOVE DECKING -2x10 PT WD CROSS MEMBERS EA SIDE PILING (TYP.) -NEW 10" DIA. 2.5I CCA MARINE TREATED WOOD PILING BELOW DECKING 2x10 PT WD STRINGER (TYP.) 12" DIA. PILING LOT 112 DOCK PLAN VIEW SCALE 1/8=1'-O" 4't MHW. - - Mll-W_ — 6'f 4't 1 I I \-FLOOR I I BOTTOM I u u VIEW B—B N.TS. (8 EA.) 16d NAILS (TYP>) 2"X8" INTERIOR STRINGERS. 24" MIN LAP SPLICE DETAIL OF CENTER STRINGER LAP SPLICE JOINT 2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK SCREWS 0 EACH CONTACT POINT W/STRINGER, 1/2" GAP BETWEEN DECK BOARDS 2"x1O" #2 GRADE P.T.WOOD STRINGER WITH 1(EA.) 5/8" DIA. S.S. BOLTS, NUTS, AND WASHERS. (TYP.) (2 EA.) PER PILE 2"00" #2 GRADE WOOD CROSS MEMBER WITH (2 EA.) 5/8" DIA. S.S. BOLT, NUTS, AND WASHERS (TYP.) 2"00" #2 GRADE P.T.WOOD 18" O/C TO SUPPORT DECKING TOE- NAIL SS NAILS INSIDE STRINGERS TO CROSSMEMBER (TYP.) NEW 10" DIA. 2.5 CCA MARINE TREATED WOOD PILING BELOW DECKING PILINGS TO BE VIBRATORY DRILL TO 10 TON LOAD AS NECESSARY TO I PROVIDE ADEQUATE BEARING & STABILITY TITLE NAME LILIANA HERNANDEZ DATE OSCAR M. BERMUDEZ,P.E, P.E. Date: LOT 112 10851 S OCEAN DR. 9/29/14 Reg. Florida No. 55141 DOCK PLAN WINDMILL VILLAGE COND. LOT 111 & LOT112 REV PAGE SECTION B-B JENSEN BEACH. FLORIDA 4 OF 5 pp i n ffi"FM PIER Mioe 7e50 I I (2 EA.) PER PILE 2"00" #2 GRADE 2x6 PT WD DECKING WOOD CROSS MEMBER 2"x10" #2 GRADE P.T.WOOD NEW 10" MARINE REATEDDWOODSPILIINGCCA__\ I 8'-4 1 /2" $'-4 1 /2" BELOW DECKING EXISTING CONCRETE SEAWALL —c\ 1 I 4',3s-8vp 1 � 51_71' NEW 10" DIA. 2.5 CCA 6'-2" 1'-6" 8'-7 1 2" MARINE TREATED WOOD PILING ABOVE DECKING C $'-7 1 /2 (2)PROPOSED 12" DIA. 2.5 CCA (3)PROPOSED LOT 111 ABOVE DECKING 10" DIA. 2.5 CCA DOCK PLAN VIEW ABOVE DECKING (TYP-) SCALE 1/8=1'-O" 4' EXISTING LOT 111 CONCRETE SEAWALL i 4't 41 II II NEW 10" DIA. 2.5 CCA I I I I MARINE TREATED WOOD PILING I I I I BELOW DECKING I I I � VIEW C-C 2x6 PT WD DECKING,FASTEN W (2) SS 3" DECK SCREWS ® EACH CONTACT POINT W/STRINGER, 1/2" GAP BETWEEN DECK BOARDS r-2"00" #2 GRADE P.T.WOOD STRINGER WITH 1(EA.) 5/8" DIA. S.S. BOLTS, NUTS, AND WASHERS. (TYP.) ,,(2 EA.) PER PILE 2"00" #2 GRADE WOOD CROSS MEMBER WITH (2 EA.) 5/8" DIA. S.S. BOLT, NUTS, AND WASHERS (TYP.) v APPROX M.H.W. _gAPPROX M.L.W. �--- 2"x10" #2 GRADE P.T.WOOD TO SUPPORT DECKING TOE- NAIL SS NAILS INSIDE STRINGERS TO CROSSMEMBER (TYP.) NEW 10" DIA. 2.5 CCA MARINE TREATED WOOD PILING ABOVE DECKING —PILINGS TO BE VIBRATORY DRILL TO 10 TON LOAD AS NECESSARY TO PROVIDE ADEQUATE BEARING & STABILITY TITLE LILIANA HERNANDEZ DATE OSCAR M. BERMUDEZ,P.E, P.E. Date: Reg. Florida No. 55141 LOT 111 10851 S OCEAN DR. 9/29/14 DOCK PLAN WINDMILL VILLAGE COND. REV PAGE LOT Ill & LOT112 SECTION B-B JENSEN BEACH, �FLORIDA s OFF s 706 Z� 9i"rorti�iis° ors- eiDO STANDARD MANATEE CONDITIONS FOR IN -WATER WORK 1 2011 The permittee shall comply with the following clonditions intended to protect manatees from direct project effects: a. All personnel associated with the projer�t shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. C. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriersi must not impede manatee movement. d. All on -site project personnel are respo sable for observing water -related activities for the presence of manatee(s). All in -water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the proje t operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fiph and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at I mperiledSpecies(a-)-myFWC.com Temporary signs concerning manatE activities. All signs are to be removE signs that have already been appro% reads Caution: Boaters must be pos the requirements for "Idle Speed/No posted in a location prominently visil signs can be viewed at MyFWC.corr the email address listed above. shall be posted prior to and during all in -water project by the permittee upon completion of the project. Temporary I for this use by the FWC must be used. One sign which J. A second sign measuring at least 8'/2" by 11" explaining 'ake" and the shut down of in -water operations must be to all personnel engaged in water -related activities. These ianatee. Questions concerning these signs can be sent to CAUTION: MANATEE HABITAT All project vesse-Is IDLE SPEED/ NO WAKE When a manatee is within, 50 feet of work all in -water activities must Report any collision with or injury to a manatee: Wildlife Alert: f 1-888-404-FWCC(3922) cell *FwC Or #FwC ONT OF Cp�� UNITED STATES DEPARTMENT OF COMMERCE -'rNational Oceanic and Atmospheric Administration . x ~"G NATIONAL MARINE FISHERIES SERVICE 110 'TEsoFP``� Southeast Regional Office 263 13th Avenue South St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOO,TH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all perso�nel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water -related activities for the presence of these species. b. The permittee shall advise all constriction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all times while in the .construction area Viand while in water depths where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will preferentially follow deep -water routes (e.g., marked charnels) whenever possible. e. If a sea turtle or smalltooth sawfish construction/dredging operation or, implemented to ensure its protectioi any moving equipment closer than' mechanical construction equipment seen within a 50-ft radius of the eqL has departed the project area of its c seen within 100 yards of the active daily ,sel movement, all appropriate precautions shall be These precautions shall include cessation of operation of feet of a sea turtle or smalltooth sawfish. Operation of any .all cease immediately if a sea turtle or smalltooth sawfish is ment. Activities may not resume until the protected species n volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marintile sheries Service's Protected Resources Division (727-824- 5312) and the local authorized sea stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. Revised: March 23, 2006 O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc i SELF -CERTIFICATION STATEMENT OF COMPLIANCE GP-20 Permit Number: SAJ-2014-03049(GP-PWB) Permittee's Name & Address (please print or type): Telephone Number: Location of the Date Work Started: PROPERTY IS INACCESSIBLE TO SCHEDULE AN INSPECTION P AT Date Work Completed: UT PRIOR NOTIFICATION: YES NO E CONTACT uescnption Wine vvorK te.g. DanK stao�nzation, etc.): resmenuai ui uummuiudi immy, uuuno, uiuuyllly Acreage or Square Feet of Impacts to Describe Mitigation completed (if applicable): Waters of the United States: LJGJI.I I ally ✓OVIC✓ILIVIIJ 11U111 I GllluL `C lLLUvl. M—VVJIly\.aj I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. iAny deviations as described above are depicted on the attached drawing(s). Signature of Permittee Full Name of Permittee (printed or typed) Date MY_ PERMIT TR PERMIT NUMBER: SAJ-2014-03049(GP-PWB) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Artily permits is finite, the permit itself, with its limitations, does not expire. i o vaiiciate the transfer of mis permit with compliance with its terms and condition. and mail to the U.S. Army Corps of 4970, Jacksonville, FL 32232-0019. ana Engineei (TRANSFEREE -SIGNATURE) (DATE) (NAME -PRINTED) (MAILING ADDRESS) (CITY, STATE, ZIP CODE) 1 the associated responsibilities associated have the transferee sign and date below -s, Enforcement Section, Post Office Box (SUBDIVISION) (LOT) (BLOCK) (STREET ADDRESS) r HURRICANE BOAT LIFT Stainless Steel Piling Mount Bracket With 2-3/8' Bolts Connecting The Bracket To The Assembly. 2-3/8'x3' Stainless Steel Lag Bolts. Into The Side Of Piling PILE MOUNT DETAIL 15T rrr -A m r�.-a-rc� 11 8 E H.D. 9 U.H.S.X2 FLAT PLATE ®. H.S AR DIRECT DRIVE GEAR pp ION DIRECT DRIVE OPTION ' pPTIDN OPTION PILING SPACING Lift CAPACITY A B PILING SSILES 4,500 LB ISO- 132' 8' To 10' DIA 7,000 LB 150' 14V Be To 10' DIA PlUng Penetration 10,000 LB L50' 150' 9' To lo' DIA To Be 10' Into The 13,000 LB 150' 150' 9' To 10' DIA Sand Bottom Or 5' 16,000 LB 150' 168' 9' To 10' DIA Into The Rock Strata . 20,M13 LB 1611' 168' IV To 12' DU1Reconnend 24,000. LB 192' 192'' SO' To 12' DIA 6 Piles A ----BUT B CUUM-m-CENTER ?. A 4 5 '.. 'A 7 R 9 10 11 Top 2 Cradles Bunk Gu1dQ Drive ' Flat Pit :E.RD.. H.S. U.H.&X2 Lift Hean per Uft Board. Cable .post Bearings D Shalt Gear Gear Gear. Gear Cap. Channel I -Henn (PT) Size Hei ht Size Motor Motor Motor Motor Size Slie Carpeted 6 H.P. H.P. .,MP. H.P. 2 Ea. 6'H I x 4'V C4) (2 Ea.) (2 Ea.) <2 Ea.) (2 Ea.) 4,500p 4H x A5 x .29/.19 3/4 H.P.HP. 3/4 H.P. 3/4 H.P. ' 1/2 H.P. 2Wx23 x 13F a S/16' 5' 120/20A 120/20A 120/20A 150' Lg. 4,03 Wt./Lin Ft. SST. 240/10A 240/10A 240/10A .i'40/l0A 5 xa. . 6'HIx VW (2 Ea.) .(2 Ea.) (2 Ea.) <2 Ea,) 7,000% 22 z.26 V x 35/21 x t./' 2 1 Part (5 Ea.) \ 1 H.P. 120/20A I HP. 120/20A I H.P. 120/20A 1 1/2 H.P. 150' L 4.70 Vt✓Lin Ft. 2'x8'x144' CARPETED 6' 6' 2' S°lid 240/10A 240/10A 240/10A 240/10A a• 6 x B'HI x 5'W (2 En.) (2 Ea.) (2 Ea) (2 Eri.) 30,0008 .17 ' 2.gs V x 35/.23 x 150, @ a 3/4 H.P.3/4 H.P. 3/4 H.P. 1 1/2 H.P. x.29 I50' L 6,18 VtJ/Lin Ft. � C4) 5/16' 6061-T6 ALUM. w w > � � m Td 120/20A 240/IOA 120/20A 240/IOA 120/20A 240/l0A 240/I0A 7 xa17 8'Hlx 5'V x 41/25 (2 Ea.) C2 En) ' 13,000# x26 V x 150' 2 a$ 1 H.P. 1 1%2 H.P. 150' La. 7.02 Wt:/Lln Ft, SST. 2 part a = y w r 240/10A (2 Ea,) <2 Ea) 1 H.P. 240/I0A 771g{x 310 10'H x 6'W x ,41/.25 'x10'xl44 (2 Ea.) 16,000p 3.300 x 168' R Carpeted 1 H.P.-H 1 1/2 H.P. 150' L 8.64 WtJLln Ft. 240/10A N/A 240/10A 240/I0A x 8 25 10'H x 6'W x .41/25 'x10'x168 (4) C6 Ea.) (2 Ea.) 20A0011 3.V x 168' B Carpeted 10, 1 1/2 H.P. 168' L , 8,64 Vt./Lin Ft. 5/16' SST. 2' Solid 6061-T6 N/A 240/I0A a• 8 x 2 10'H x 61W x x10x192 ' (2 En.) 24,000 z V ,50/,29 x 192, 2 Carpeted ALUM. 1 1/2 H.P. 192' La. 1028 WL✓Lln Ft .3 Part 240/I0A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE. NOTE, THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF VjA = 180 MPH, VA= = 139 MPH (3 SEC. GUST) EXPOSURE 'D' WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF Vat-90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE 'D', OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vasd AS CALATED BELOW, PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR REPOSITIONED BURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL DR PAINTED INSTRUCTIONS TO BE THE OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF BURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE US. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT, THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS CONTAINED HEREIN:. Vasd MAY BE CALCULATED.BY. THE FOLLOWING FORMULA,.Vasd = J 0,6 r.Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS•AS CONFIRMED BY OTHERS, B/s=3, s/h = 0.75, FOR A Cf'of L6 MAXIMUM WHERE H IS.THE HEIGHT 'TO TOP OF. BOAT, B IS.HORIZONTAL DIMENSION, AND S IS VERTICAL DIMENSION. I . CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL. ELECTRICAL OR -MECHANICAL CERTIFICATIONS ARE BY OTHERSI ENGINEER SEAL CERTIFIES ASSEMBLY 12F*LIFT ONLY. THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED•IN THE DESIGN. WOOD PILES SHALL BE SEASONED WOOD WITH G-0,55 OR BETTER. SHOULD ANY SPECIFIC L13CATI12NIDIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. ALUMINUM MATERIAL, 6061 T6 ALUMINUM ALL WELDS ARE MIN. 1/4' FULL FILLET WELD USING 5556 FILLER ALLOY.IALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. FASTENERS ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS - SHALLIBE HOT DIPPED GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED WASHERS AND HEX. NUTS, WASHERS SHALL BE USED BETWEEN WOOD & BOLT HEAD & BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND. WOOD SHALL BE. PROTECTED BY 'KOPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMV (ULTRA HIGH MOLECULAR WEIGHT) 11.7 nits (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FL13RIDA BUILDING CODE ALL WELDS PER FLORIDA BUILDING CODE. ' B&B CONSULTING ENGINEERS,INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. B&B CONSULTING ENGINEERS,INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE,IN ANY WAY FOR ERR12NEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION. . 'B&B CONSULTING ENGINEERS,INC. SHALL -BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON.DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION IIF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et, at. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. ❑sC0.r M. Bermudez, PE. DATEI Reg, Florlda No. 5141 HURRICANE BOAT LIFTS 3301 S.E. Slater Street B&B Englneers, Stuart, Florlda 34997 706 S. 7th STREET (772)-781-2556 FT. PIERCE, FLORIDA 34950 Fax (772)-781-4854 fdv,w* umm spmw emm flD. = m ow" MANY me