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Home My WebLink AboutBUILDING PERMIT APPLICATION (2) i i i All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED q Date: Permit Number: i �� i ��c RECEIVVo ��o bN1�DL � ' J A N 1 2, 5 2"'21 Building Permit Application St.Lucie County Planning and Development Services Permitting Building and Code Regulation Division Commercial Residential x 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 PERMIT APPLICATION FOR: DOCK EXTENSION AND BOAT LIFT ;PROPOSED IMPROVEMEW LOCATION: i Address: 308 SE CAMINO CT. PORT ST LUCIE, FL. 34952 I Property Tax ID#: 3419-515-0217-000-0 Lot No.?8 Site Plan Name: PALMISANO RESD. Block No. 28 Project Name: PALMISANO RESD. j I DETAILED DESCRIPTION OF.WORK:`; _ t INSTALL NEW 4 POLE BOAT LIFT AND A DOCK EXTENSION i New Electrical Meter Second Electrical Meter CONSTRUCTION .INFORMATION: I Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank —Gas Piping _Shutters _Windows/Doors _Pond Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ 28,000.00 Utilities: —Sewer _Septic Building Height: I OWNER/LESSf E: : CONTRACTOR: NameJAY PALMISANO Name:MICHAEL GUIDICE Address:308 SE CAMINO CT Company:TREASURE COAST BARGE City: PORT ST. LUCIE State:_ Address:1200 SE DIXIE CUTOFF RD Zip Code: 34952 Fax: City: STUART State:FL Phone No. Zip Code: 34994 Fax: E-Mail: Phone No(772)220-3625 Fill in fee simple Title Holder on next page(if different E-MailTREASURECOASTBARGE@YAHOO.COM from the Owner listed above) State or County License20077 i If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. i I I SUPPLEMENTAL CONSTRUCTION•LIEN.LAWINFORMATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: Staite: Zip: Phone Zip: Phone: i FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: i City: City: Zip: Phone: Zip: Phone: I OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installationlas indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TOT NER:Your failure to Record a Notice of Commencement may result in paying twice for improv m to yo r property. A Notice of Commencement must be recorded in the public records of St. Lucie C nnd po ed on the jobsite before the first inspection. If you intend to obtain financing, consult with le aan at me before commencing work or reyoriding your Noticcq,.f commencement. 11 Signature of wner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORID COUNTY OF JAJ(-7s2;T-A+✓ COUNTY OF �� " "' S to(or affirmed)and subscribed before me of Sworn°(or affirmed)and subscribed before me of Physical Presence or Online Notarization VPhysical Presence or Online Notarization ;. day of. a �, 202(� by this�day of ''q 202�by a e of person making statement. Name of person making statement. w N co 2 a nally Known OR Produced Identification Personally Known VOR Produced Identification of Identification Type of Identification y P� uced L— ./ -- Produced c ,. i ature of NotarryJPu ' - Y�of'Ftorida) (Signat"di 'o'YNotar Pub /tate-of-Florida_). Commission No.�T�%��C'�� (Seal) Commission No. ��(�,� (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE i COMPLETED ev. j I St Lu aanlb a1�n'1 Is aan+a n-I I x� _ S ii F ,,,'t`, �$7 'h"I i�a �cr yy�� u# a qa• ±may •IL •p. �; , s { .,. I. i. , gyp; '•°..«.. d �� t. i t d, III � �.� �: $ � •.SFy t�. " S• vn* k r-m _ m er _ n P . {0 q. { ll ■7 � y a A 51 Southeast District d v 7 ' vt .yam `' -ram �. � _ �. • '��A oP 1E61 XP..�r4v gd. s r- Permit Number � 56-408298-001,002-EEC Southeast District t . qas ; t , m i & LSE �GhI DA515 v l LOCATION MAP 51T PLAN 1 a r � .K OWNER w. . ...t -IAN vow ,6v,",rL PERMITTING Treasure Coast Barge e r< V Permitting Department 3 1 1200 SE Dixie Cutoff Rd j Stuart.FL 34994 ov, " a 772 220 3825 Al v Tw ENGINEER G r ._ I r � A PP.OP�R`Y D:l=CK?T,0N 1 2 3 4 u 7 - _ - - a 00 m 57(P 41 gn Permit Number 56-408298-001,002-EE p Southeast DistrictVol �„ e ry ®�4* ® � 4*® lea,01 d �6a SU a� t ® �€�� - - - - � �,,�- a�fit► r g�� I t o j rx 8'P.T,Ao91 I DECKING FASTENED TO STRINGERS AS SPECIFIED j MODIFICATION TO COMPOSITE DECKING -%C LU le DECKING SPACING TO BE.51NCH SPACING BETWEEN DECK BOARDS. UJ w Z 5 0 Uti TYPICAL PLAN STRINGERS®24-OC FOR COMPOSITE Q y y IIB-=V-0- DECKING(OR PER DECK MFGR) V m GENERAL DOCK DETAIL U- i 1m-•r-0-In U W SEE SITE PLAN FDA �• 2 LENGTH AND BENT OR CROSS BUCK LOCAiiOfi V li Z'X 8'P,T,40112 0 0 2 ATT CN DECKING WITH 010 X 3-(304 SS) ALL THRU BOLTS,NUTS.WASHERS < f SCREWS.2 PER DECK STRINGER SM"STAINLESS W NUT FULLY THREADED TYPICAL SECTION < 3 Im•1.-0 - '. Q a TYPICAL PROFILE Q i Imo••I:D• "7 2"X 6'DECKING z ATTACH WITH T'SS L~i 5+ MWH SCREWS ti r �ELEV 1.0 o d r X 9•P.T..40 92 U Z y STRING z_ 2'X8".40 1—MLW CROSS BUCK 0 V IV m ELEV 0.0 EDOUBLE 101 23 l �i 1 23 PILINGS JETTED TO A MINIMUM v IrPT S° Permit Number 1p PILINGS PENETRATION AS (TYP)EMBED -� UMG NEEDED FOR ADEQUATE FEET TREAT z BEARING AND STABILITY FWITH PERMA 56-40$29�-OOI,002-EE n WRAP I m PROTECTION p Southeast District y n STRINGER-BUTT-SPL-l6E-DE-T-AIL � — CENTER STRINGERS TOE NAILED _ W(2)#16(304 SS)RING SHANK 1�8-i-0' NAILS @ EACH BENT iw 0 �0 OUTSIDE STRINGERS FACE � _�_ __i�i.____.._. ._ __,_..,_._..._ r d NAILED W 16 RING SHANK j f~ i u� d ,L S I (304 SS)AS SHOWN f I i I I z zO q40 SECTION PROFILE ALL CONNECTIONS AND 'o h=1 Fr A=1 FT HARDWARE PER MFGR [SPECIFICATIONS i (ATTACHED) N N } m I I w; f MHWL y O a¢iLL a¢ cc O 12' O t) U2 I � y ® F E � rmv t` 27,000 K CAPACITY BOAT LIFT SEE MANUFACTURER R j DETAILS AND SPECIFICATIONS 10"X 26 PILINGS MINIMUM SPECIFIED EMBEDMENT INTO w N tA } STABLE BOTTOM DOES NOT INCLUDE MUCK OR SILTVA c Permit Number DETAIL FOR GENERAL INFORMATION ONLY, CONTRACTOR SHALL ADJUST PILE SPACING AND EMBEDMENT TO COMPLY WITH 56-408298-001,002-EE ,� W MANUFACTURER SPECIFICATIONS :1y m r� p_ Sou-theast_Distdc- _y JI SEE SEPARATE ELECTRICAL SCHEMATIC BY --� ELECTRICAL CONTRACTOR 7 O y NOTE: ALL BOAT LIFT SHOREPOWER OR OTHER ELECTRICAL WORK BY OTHERS ® a Z i A IMM Quality Boat Lifts PLATINUM BOAT LIFT SPECIFICATIONS l 4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES F ALL SPACING TO CENTER OF PILING STRUCTURAL SHMNEENING REVIEW I ltr!)Con-'r1'MN ray LYte,a"5;:.'aa av A VA'xu41 tOA7t•25"S:r.:51iT•MI;a VI LIFT C RECOMMENDED kcv,710 B G'n. Am:.•.ar w s :ea,�a:cex,•r : r:cao+rota ScoL�crr CAPACITY Min.PILE SIZE •tx(x7n 20:r a,A-W5 c,:0 A_ 7 X1;015 W7,MzF'[1- 0-.v1CAt-.1IX(;,4It}Aa5 tC¢t.lrnlb,5 rad,C-h!v 4;eJ1;',Z'10i`:He5•Ae&)la^V.^,�.LZAaS n9°.00'A4 Y:in AO ie50Dibs. 132A 120' 178' 8'DIA. t1.,%WI •-rvr• Lr 04.111f+iA:YS 7 N1•.tAil.Cl7' i s<,nnu er+w•u L(7:1'rJt Cr t't■ta:1'rCTL-!I:L.t'•rl(1?•.+*.0 LF.Of�,AStA'04(t r(tia rVMF-e"-!5:- } 7,000Ibs 144' 144' 204' B'DIA, Gr,zn sttnrKal.CSvr�rlets t�•a.1ta eemaeetxr,nerlln•t.r !�a0 •JL'L(4�..!CI L•t W.,A•QlJr[" fH tQ tt;SA9A,[FW':v,•YY�41•YA.1tW,4�l.ttx' 10.000 IbS. 144' 150' 208- 8'DIA. A■ic7`P*r•nalAv rxA;I A Lcat.-.[*ps A c�s tx)r-.+LL'. O T o.e >.+•CtiW(M A•:;>2 tCA CA:LrJAt"$tr ) frY t St^f...A1C1rR AAt t'.# Vcl 'Yt.[I;.vk 13.000 Ibs. 144' 15W '208' 8'DIA. CA c(•AtLY:a t La'a tO$1 IXyu rt x F�L(y lAtt [T;xnA txSL r re1I.T5 -•4+LP-2P+A At,-I ASt A4"a:ai#£L"-+1/'QJS 1 "f,.AT F7".IX teat ; 16.0001bs. 144' 168' 218' 10'DIA. ,w.,y+vs 5.ti. r:t.aac s_ix,err�a.� tir,•.:c r- rw c rc,rt..r ivr •,�.r-,•z�-°rL(rtA,af,r;urlul�`oco.t+ •rc-K 16,000 XL Ibs, 16W 168' 238' 10'DIA. 01 Ez " :s a r�*.atro:i 5:zn rt•>(5'ra.'•uu cALau,a 20,000 Ibs, 16W 192' 255' 10'DIA. ,4, �+Q 27,000Ibs, 192' 192' 272 f0'DIA, b +J, vt '. J { E �� /' I / Permit Nun.ber S 1UpE I OT VALID WITHOUT RAISED SEAL 3 .1 C3 t C I 56-408298-001,002-EE P Southeast District y iA _ --"`"`t VA STANDARD PILING SPACII'IG ° 4f`� C wt7 E 7 tC STDC7 C":P_ Cull:��fi (�;, C? �, t IMM BOAT LIFTS.INC.IS j CJSTG:'Cr�4?Ei IFti%!' tSS.`IDe:9E >iEiF3 tOG:+P'tIJ ( F _ 3 .� EQ= Eu.45 Pr3ni2Lt ® NOT RESPONSIBLE FOR THE # } oCb!'•6.(OG°A-;j C06+16.0 t:7 t^LS "'Ltd, !?rf` ' F�ij L Cx'v• DOCK STRUCTURE OR ITS G■.19014 2.375 CIA. y ABILITY RESIST THE APPLIED 4,500 5x.230H sx2905V 17-Lcr 1tl 1.90TUBE 375:1 a)y'itt..t tst;^<.a 511G SSAC 7xl9 IOt �; AFF+i�i 2 x,160 W 120 L LIFTS t s7 99' 2W.'lI IA 304 IP ra LOADS OF THE BOAT LIFT. i THE SITE SHOULD BE 0■_I90 H 2.375 Cut. r THE BY A LICENSED 6 X,230 H 19 C7 TUBE ;213'atl.Rf 1.:'.7'A .d10 sSAC Ixl9 t } 7,000 4 x.290 W I r tenth 375.1 1 t 3 8 7 2 x 8■144 144 2 x.160'F/ 14s L LIFTS is FT, 9 q3 a"�t'tt IAsW, tP 2�' MARINE CONTRACTOR. APPLIED LOADS WILL BE 8 x.230 H 2.375 CIA. 1 9 D TUBE PROVIDED UPON REQUEST. 7x.230H 375a t2tYanr.nsv.;A 51165SAC 7x 19 1f0 18 7 2x 8.1;.1 14.1 10.000 2 x_160 W 5 x O L W 20 Le 2 F 9 ga �rI I I A 304 2P 3$ t�L LIFT612 FT. ' 8:230 H P,375 DIA. 8x.230H 190TUSE (,t!t,P 5/16 SSAC 7a I!)13,000 5x.350W 20';anTai 37.+r1 110 18 7 2x8xtss ta.t 2 x.160 YJ 150 L tiFTS 122 r. 9ga XV4,13A 3G4 2P 39 s 101.25011 2315 CIA. I,9 0 TUBE + I1x,230H (2tlttP Stt6S5.1C7x19 ¢ 16,000 2X.160 V'1 G'AiOW 2C tclnD!h e� 375.E 23q,ri]a 304 2P 38' 110 18 10 3x 10A 168 192 i 16a L LIFTS 12 FT, 1Dx.250H 2.315 CIA. r t6.000XL i1x.T.30H ti■,410W 20'tength 7.917TUBE 375:1 ,r•'^,t+tr 511GSSaC7A19 134 18 10 3x10x192 192 2 x p 160 W IC>ft 9, LIFTS i2 FT. 8 ga M.Y13A 3C4 2P 3T T2x.266H 12■.290Ti 2.375 CIA. 190TUBE rz1+µa W1GSSAC7x19 20,000 7 x,470 W •L !h 375 1 123 12 1Q 3 x 10 x 192 192 2 x_172 W 1921 LIFTS 12 FT SSAG7At9 8 G3 23=1 A 304 3P 6D 14x.3i3H IZ■.290H 35 DI7, 7.875DTU8E �'��j I"`•"'� �Z) 27,000 7x 47D4V 21•Lerg;h s+�,g 12it.eznP SIIG 147 if 10 3x10#192 192 J i 2x.313W 152L UFTSIZF^T. $Os z30:'r18A 36: :P7:' MM QUALITY -BOAT LIF-IS DWG;GOO100 PUB Feb 5, 2020 17030 Ako Center P4. Ft. Myers. F1,339G7 Phone (500)GG9-35 s 5 Fa■r(239)454-8641 u y PLATINUM WIRING SCHEMATIC MINIMUM RECOMMENDED 120 / 240 V WIRE SIZE TABLE(AIW01 MOTOR 1 COPPER WIRE ONLY MAXIMUM 015TANCE FROM SERVICE TO COMMLI.ER t 0 UFr CAPAC t 4/5 SJTW CORD 3 j4 hp � 75 FEET i50 FEET 300 FEET 400 FEET' 12/5 SJTW CORD 1 hp AT 120 VOLTO TS _ 10 #8 #o #6 4500E TO 13000,E AT 240 VOLTS #12 #10 #s #s 160001 TO 27000� O AT 240 voLTs �'10 #S 1 #b #4 rl�415�SJTWORD 3/4 hpAr 224401 VOLTS #6 #4601 A #2 #0 CORD 1 hp 120 / 240 V R 2 MAIN PANEL (sr o1HEus) 120 / 240 GFCI BREAKER BUTT 4, VA REVERSING CONTACTO q Permit Number � 56-408298-001,002-EE b P Southeast District y I- REFER TO'STANDARD PILING SPACING CHART"--) `� �0� t v a MOTOR -" ELE CONTROL — GUIDE POST .. (NOT SHOWN) SWITCH WJGFCI I 4"d000 DOCK CARPETED I CCATREATEO 1 TO MAIN WOOD BUNKS STAINLESS t OR ALUMINIUM PANEL i STEEL CABLES - VFrH GFCI I 1 I BREAKER I t 1/2'PVCELECTRIC I 1 P.7,W000 PILE CONDUIT AL L (3'MIN.INTO ROCK) (8'MIN.INTO SAND) �I�I LEI I (=l 11=1 I II t 1 1 11=I I 1^I I EH-1 I F5 I I-1 I�lEE 11 I_ I ICI I I I 1=1 11 i 11=1 I I 11=1 11=1 I FE 11=11 I-1 11=11 I--1 I Z1 11-1 11�111=1 I I 1=1 11-=1 1 1=1 11=1 i 1=1 I I i=z 11=I� ill 111-- 1 I I�I 11111 I 1-1i1=I i 1-1 11.-11 I--111--I 11---1 LLI:l-1I!_1I1 QaG GOO t00 Pub Peo 5,2020 17030 ALco Ce+iter Rd, Ft. Myers, Fl. 339G7 Phonc:(1300)GG9.3515 Fax:(2391 454-,%'-t 1 i 1 i e DESIGN CRITERIA ao 2020 FLORIDA BUILDING CODE 7TH ED EXPOSURE CLASSIFICATION- D U o� WIND LOAD BASIS ASCE 7,201b EDITION BUILDING CLASSIFICATION-2 z 0 RE BASIC WIND SPEED- 1�6 MPH OPEN STRUCTURE U i MEAN HEIGHT-5' MATERIAL SPECIFICATIONS a. 1)THE FOLLOWING ARE MINIMUM SPECIFICATIONS, INCREASED PILE SIZE, � z ETC.. IS APPROVED n 2) SUBSTRUCTURE A)PILING-8" MARINE. 2.5 CCA(SEE PLAN VIEW) m B)CROSS TIES 2"X 8".,#2 GRADE , SYP, 40 ACQ STRINGERS-2"X 8" ,#2-DOUBLE ON "O.C. z j GRADE, SYP ,40 ACQ 0 IV t, vai 3) DECKING A)2"X 6"# 1 PRESSURE TREATED LUMBER �• a I 4) FASTENERS z A)THRU BOLTS,ALL THREAD-5/8 304 STAINLESS WITH STAINLESS L ,� o WASHERS AND NUTS A B)INTERIOR STRINGERS TOE NAILED TO BENTS Permit Number Q DECK FASTENERS-3"#10 STAINLESS, SELF DRILLING, 2 PER DE K Z BOARD/STRINGER\ 56-408298-001,002-EE D) DECK SPACING TO BE .5 INCH BETWEEN DECK BOARDS. INSTALLATION SPECIFICATIONS d THE PURPOSE OF THESE SPECIFICATIONS IS TO DEFINE UNIFORM C I RT °utheast District g, STRUCTION STANDARDS IN TERMS OF BOTH GEOMETRY ( LENGTH, AND HEIGHT)AND CONSTRUCTION PRACTICE (MATERIALS USED AND ® Zku r HOW THEY ARE INSTALLED ). �400, �0ti I)SUBSTRUCTURE A,CROSS TIES- EXTENDED 3" BEYOND PILE CENTERLINE, NOT TO PROJECT s BEYOND EXPOSED EDGE OF PILE 13)STRINGERS -24" MAX CL TO CL IF 2X6 16"CL TO CL IF COMPOSITE. OVER- LAPPED AS NEEDED TO ENSURE END OF STRINGER PROJECTS PAST UNDER- LYING CROSS TIE MINIMUM 2", NOT TO EXTEND TO THE EXTENT THAT a STRINGERS OR DECK BOARDS CAN IMPEDE BOATS.EXTERIOR EDGE OF PILING SHALL BE A MINIMUM OF 2"OUTSIDE OF ANY CROSS TIE, STRINGER, ( OR DECK BOARD.EXTERIOR STRINGER TO BE DOUBLED WITH FLITCHED f JOINT BETWEEN PILINGS AND BOLTED TO PILING FOR FLUSH APPEARANCE. 2)ATTACHMENT TO ADJACENT SEAWALL-DOCK STRUCTURES ARE TO NOT BE ATTACHED TO ADJACENT SEAWALLS DESCRIPTION IREV DATE Onsite Inspection 1 01-Dec-2021 M LOCATION MAP Construction Detail 2 6 Dec NTS Revise plan-new 3 8 Dec seawall 3 1 L sta Blvd . � NE µF'ritna V;sta31v'd ' i �` °t 3 S t d x a ttitit 's -4E baton Pr n Dr � t;R _ — r o .cr P Q p c 6m e t 1 } _ n y Banyat Or § 3 lk nufntt ra 4 s,-� C nifno Gel Rlo nn del,R n- .Cozumel Lti ?L � - I i ,'`�4o altos H INDEX Lat 27.32391 N Lon 080.32710 W SHEET 1 OF 8 LOCATION MAP AND INDEX SHEET 2 OF 8 AERIAL AND PLAN VIEW PG 1 iOF 8 SITEPLAN & INDEX G SHEET 3 OF 8 LIFT PROFILE AND SECTION OWNER Jay Pialmisano SHEET 4 OF 8 NEW SEAWALL DETAIL 308 SE Camino CT Port St Lucie, Florida F SHEET 5 OF 8 SEAWALL ISOMETRIC(NEW CAP ONLY) 34952 SHEET 6 OF 8 SHEETPILE SPECIFICATION PERMITTING SHEET 7 OF 8 DOCK SECTIONS Treasure Coast Barge E Permit Department SHEET 8 OF 8 DOCK SPECIFICATIONS 1200 SE Dixie Cutoff Rd Stuari, FL 94 PROJECT NAME 772 220-3625 D NEW SEAWALL SEE ATTACHED APPROVED STATE PERMIT INSTALL NEW BOATLIFT FOR ASSOCIATED ENVIRONMENTAL ENGINEER INSTALL NEW SEGMENT PERMIT REQUIREMENTS MCR ENGINEERS TO EXISTING DOCK MARINE - CIVIL &RESTORATION C PARCEL# JENSEN BEACH, 3419-515-0217-000-0 FL 34957 THESE DRAWINGS DEPICT 772-214-4800 DESIGNS INTENDED TO CONVEY BUILDING CODE COMPLIANT GENERAL DESCRIPTION CONSTRUCTION AND ARE NOT ••� M�r� B INSTALL 80+-LINEAR FEET NEW SEAWALL MEANT TO BE A GUARANTEE OR WARRANTY OF ANY KIND OR TO INSTALL NEW 24 K CAPACITY BOATLIFT ANY ENTITY NO 4 DRAWINGS NOT VALID I L WITHOUT ELECTRONIC LEGAL DESCRIPTION SIGNATURE,OR ORIGINAL = \ A SIGNATURE,OR o\` STATE OF RIVER PARK-UNIT 3-BLK 28 LOT 28(MAP 34/22S) SIGN+RAISED SEAL ': ?1 1 2 3 4 5 6 7 8 C ' DESCRIPTION IREV DATE Onsite Inspection 1 01-Dec-2021 M Construction Detail 2 6 Dec AERIAL Revise plan-new 3 8 Dec 1"=50 FT seawall - r L l 4 K V Q RTY z' I s THIS;PORTIONTO BE J 4 4 RE DECKED TO MATCH T:HE ice. ADDED 5X16 ANGLED SECTION - - w j / PROPERTY LINE J E _ _.F,. TURBIDITY CURTAINS TO SE PLACED AROUND ENTIRE PERIMETER UPON H NEW TRIANGULAR COMMENCEMENT AND WILL REMAIN SEGMENT ADDED, PLAN UNTIL COMPLETION RE-DECK TRIANGULAR 1"=30 FT AREA ONLY 6 FOOT RETURN AT PG 2 OF 8 PROPERTY LINE PLAN,VIEW G 27 K BOATLIFT 4 PILE X 25'LENGTHS f OWNlaR SEE ATTACHED CERTIFIED Jay SE Camino isano � � 308 SE Camino CT MANUFACTURER DRAWINGS) Port St Lucie, Florida F ' 34952 ELECTRICAL WORK BY OTHERS PERMITTING 16' Treasure Coast Barge E EXSIT DOCK 62'X 8'=496 SQ-FT \ Perm't Department ADDED 5 X 16 =80 SQ-FT 1200 SE Dixie TOTAL 576 SQ-FT Cutoff Rd 5' —I Stuart, FL 34994 r 772-220-3625 D 50'-6" ENGINEER I VINYL SHEETPILE f WALL MCR$GINEERS -_ IN FRONT OF EXISTING MAR NE - CIVIL - &RESTORATION C JENSEN BEACH, _ 120 LINEAR FEET EXISTING DOCK � J WITH 6 FOOT RETURNS FL 34957 772-2, 4-4800'(_. TO REMAIN �r AT EACH PROPERETY ., 10'+- LINE01 1t� G IV NO,43855— V i 1 .641 A 6 FOOT RETURN AT 90\ ''STATE OF r\�14�� PROPERTY LINE 1 2 3 4 5 6 7 8 DESCRIPTION IREV DATE Onsite Inspection 1 01-Dec-2021 Construction Detail 2 6 Dec M Revise plan-new 3 8 Dec seawall ALL CONNECTIONS AND SECTION I PROFILE HARDWARE PER MFGR NS L 3 = 1 FT 2"= 1 FT SPECIFICATI (ATTACH D I 1 I 1 K 1 I I 1 i J I I 1 1 MEAN HIGH s I WATER 3� 1 - H 12'-6" PG 3 OF 8 I G 12'-0" BOATLIFT 27K CAPACITY BOATLIFT OWN JayyP�al 01al misano SEE MANUFACTURER 308 SE Camino CT DETAILS AND SPECIFICATIONS Port St Lucie, Florida F 10"X 25' PILINGS MINIMUM SPECIFIED EMBEDMENT INTO STABLE 34952 BOTTOM DOES NOT INCLUDE MUCK OR SILT PERMITTING Treasure Coast Barge E DETAIL FOR GENERAL INFORMATION ONLY, Permit Department CONTRACTOR SHALL ADJUST PILE SPACING AND 1200 SE Dixie EMBEDMENT TO COMPLY WITH MANUFACTURER Cutoff Rd SPECIFICATIONS Stuart, FL 34994 D 772-220-3625' SEE SEPARATE ELECTRICAL SCHEMATIC BY ENGINEER ELECTRICAL CONTRACTOR MCR ENGINEERS MARINE - CIVIL &RESTORATION C NOTE: JENSEN BEACH, ALL BOATLIFT SHOREPOWER FL 34957 OR ELECTRICAL WORK 772-214-4800 BY OTHERS .. - B ''O% G E•IV 1 A �O` -STATE OF 1 2 3 4 5 6 7 8 �.,- DESCRIPTION REV DATE CAP DETAIL Onsite Inspection 1 01-Dec-2021 M 1 Construction Detail 2 6 Dec 1-'zi= 1 FT Revise plan-new 3 8 Dec seawall 1'-6" L O K 1'-2" ALL CONCRETE Fc=5000 PSI J #3 STIRRUPS I WHERE SHOWN 4" CHAMFER VINYL SHEETPILE EMBED IN CAP MIN 6 #5 LONGITUDINAL MAX 91.1. REINFORCEMENT H 8' W 24"OVERLAP TYPICAL STIRRUP CONFIGURATION PG 4 OF 8 1"=20'-0" 12'+- CAP DETAIL G I STRUiCTURALS +tHmllll Illmml I m�lll II llm �l OWNER #3 STIRRUPS @12"OC Jay Palmisano 308 SE Camino CT #3 STIRRUPS @6"OC #7 TIE BACKS WITH 12" BEND EACH END, Port St Lucie, Florida F ENCASE IN PVC AND EMBED IN CAP 34952 AND ANCHOR BLOCK, DESIGN SECTION PERMITTING ill= 10' FILL AND COMPACT AS NEEDED Treasure Coast Barge E TO CONSTRUCT NEW CAP AND WALL Permit Department TOP OF NEW ANCHOR 18" MAX WET FACE TO WET FACE 1200�SE Dixie 12"-24"BELOW NEW CAP Cuto Rd TOP OF CAP Stuart, FL 34994 BLUE DOLPHIN WEEPHOLES � D AT 6' TO 12' OC 772-220-3625 e ENGINEER MCR ENGINEERS EXIST MARINE - CIVIL DEPTH &RESTORATION C - • JENSEN BEACH, FL 34957 '.._ 772-214-4800 d O/ NO.43855VvAt-8 WIT - -14 pz c2 / PO`\ "�STATE OF_ j 1 2 3 4 5 6 7 8 13�ONAL! Via••' I'' DESCRIPTION REV DATE Onsite Ins ection 1 01-Dec-2021 Construction Detail I 2 6 Dec M Revise plan-new 3 8 Dec seawall L SEAWALL ISOMETRIC NTS K 18"WIDE X 14" HI CONCRETE CAP 7""TIE BACKS a 12'+- BEHIND WALL J ENCASE IN PVC NEW ANCHOR BLOCKS 8'OC 12' BEHIND LANDWARD EDGE OF CAP 3'X3'X1' I #4 REINFORCEMENT @12"OC EACH WAY H PG5OF8 I ISOMETRIC G r !i OWNER ANCHORS AT � � Jay Palmisano 8 FEET ON CENTER I � 308SE Camino CT Po St Lucie, Florida F 34952 PERMITTING Treasure Coast Barge Permit Department E 1200 SE Dixie I Cutoff Rd Stuart, FL 34994 772-220-3625 D #5 LONGITUDINAL ENGINEER REINFORCEMENT MCR ENGINEERS 16"LAP SPLICE MARINE - CIVIL &RESTORATION JENSEN BEACH, C NEW VINYL FL 34957 SHEETPILE 772,214-�4800 CL 9900 SERIES M BY 14 FOOT `E" B LENGTHS BLUE DOLPHIN WEEPHOLES @6 TO 12' OC TYPICAL � STATE OF' % 8 ON AL' 1 2 3 4 5 6 7 I.•�''�•�...... DESCRIPTION IREV DATE Onsite Inspection 1 01-Dec-2021 Construction Detail 2 6 Dec M Revise plan-new 3 8 Dec seawall SHEETPILE SPECIFICATION L �rnpa��t�aagth 7501 tt�s�f�� 2�i3b tt�� H Sett�an t?epth= ire Ntaerllc�tetsiy PG 6 OF 8 G SHEETPILE SPEC OWNER Technnlctgy crxPtc i +e � Jay Plalmisano 308 SE Camino CT Stand Lucie, Florida ort St , F ' F -- .. 34952 PERMITTING Treasure Coast Barge E7(T 0'' Permlt Department 1200 Dixie Cutoff Rd Stuart, FL 34994 D 772-220-3625 't ENGINEER MCR ENGINEERS MARINE - CIVIL &RESTORATION C JENSEN BEACH, FL 34957 772-2ff 14-4800 B '• 5'4 y .\ 'a N0.43 5 09�202� ARA ;o� r s�nreoe'-ice i r 1 2 3 4 5 6 7 8 •.s-S" •, ONAL DESCRIPTION I IREV DATE Onsite Inspection 1 01-Dec-2021 Construction Detail 2 6 Dec M Revise plan-new 3 8 Dec seawall TYPICAL PLAN ATTACH DECKING WITH 8'= 1'-0" #10 X 3" (304 SS)SCREWS, 2 PER DECK STRINGER DECKING FASTENED TO STRINGERS STRINGER 2X8 AS SPECIFIED, MODIFICATION BENT OR TO COMPOSITE DECKING ALLOWED CROSS BUCK 2X8 ATTACH PER MANUFACTURER K SPECIFICATIONS 2X6 DECKING# 1 ACQ Z"SPACING BETWEEN DECK BOARDS SEE SITE PLAN FOR J LENGTH AND TIF LOCATION FLITCH EXTERIOR STRINGER FOR FU H ALL THRU BOLTS , NUTS,WASHERS I APPEARANC E STAINLESS STEL(SS)W NUT FULLY THREADED TYPICAL SECTION TYPICAL PROFILE ALL THRU BOLTS, NUTS,WASHERS H 1„_ 1„_ 8" STAINLESS W NUT g 1-0 s 1 -0 FULLY THREADED I i PG7OF8 G DOCK SECTION OWNER s Jay I?almisano ri ;; •� _ 308 SE Camino CT MHW ii I it i ELEV 1.0 Port St Lucie, Florida F V 1,11 MHW 1.0 `i i' 3495� MLW 0.0 t -IS l fl j 3 PER ITTING Treasure Coast Barge L E I Permit Department s. 1200 SE Dixie MLW Cutoff Rd ELEV 0.0 Stuart, FL 34994 D f I ; 772-220-3625 ENGINEER NEW SEAWALL MCRI ENGINEERS PILINGS JETTED TO A MINIMUM 6' PENETRATION AS MARINE - CIVIL NEEDED FOR ADEQUATE BEARING AND STABILITY L ALL PILINGS 8" &RESTORATION C MIN EMBED 6 FEET JENSEN BEACH, SEE SPECIFICATIONS SHEET 4 FOR FASTENER AND COMPONENT SIZE AND SPECIFICATION WRAP WITH PERMA FL 31'4957 WRAP 772-214-4800 CENTER STRINGERS TOE NAILED MUDLINE TO 1' ABOVE MHW "' �"— B RING SHANK NAILS @ EACH O;E N \6 • O� . 1p,\�F BENT. N0.4385 �p OUTSIDE STRINGERS FACE *� NAILED W 16 RING SHANK(304 / _ zo P �-STATEOF "^ /�u A SS AS SHOWN ��F� OR • - ,s _ 1 2 3 4 5 6 7 8 �S' 0N AL'E�• DESCRIPTION IREVIDATE Onsite Inspection I I 1 01-Dec-2021 Design Criteria Construction Detail 1 2 16Dec M 2020 Florida Building Code 7TH ED Exposure Classification-D Revise plan-new 1 3 8 Dec seawall Wind Load Basis-ASCE 7, 2010 Edition Building Classification-2 Basic Wind Speed- 160 MPH Open Structure L Mean Height-5' Material Specifications 1)The following are minimum specifications, increased pile size, etc., is approved. 2)Substructure K a)Pilings-8", Marine, 2.5 CCA(See plan view) b)Cross Ties-2"x 8",#2 Grade, SYP .40 ACQ(All bents doubled). Stringers-2"x 8",#2 Grade, SYP .40 ACQ 3)Decking J 4) 2X6 PT #1 PT 5)Fasteners a)Thru Bolts,All thread-e"304 Stainless with stainless lock washers and nuts b)Interior stringers toe nailed to bents I c)Deck Fasteners-3"#10 Stainless, Self Drilling, 2 per deck board/stringer Installation Specifications The purpose of these specifications is to define uniform construction standards in terms of both H geometry(length,width, and height)and construction practice (materials used and how they are installed). 1)SUBSTRUCTURE a)Cross Ties-Extended 3"beyond pile centerline, not to project beyond exposed edge of pile. PG 8 OF 8 b)Stringers-24" max cl to cl if 2x6, 16"cl to cl if composite. Overlapped as needed to ensure end DOCK SPECIFICATION G of stringer projects past underlying cross tie minimum 2", not to extend to the extent that stringers or deck boards can impede boats. Exterior edge of piling shall be a minimum of 2" OWNER outside of any cross tie, stringer, or deck board. Jay Palmisano 308 SE Camino CT c)Exterior stringer to be doubled with flitched joint between pilings and bolted to piling for flush Port St Lucie, Florida F appearance. 34952 2) DOCK NOT TO BE ATTACHED TO ADJACENT SEAWALL PERMITTING Treasure Coast Barge E Perm Iit Department 1200#Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 D ENGINEER MCR ENGINEERS MARINE - CIVIL &RESTORATION C JENSEN BEACH, FL 34957 772-214-4800 M /` O E"IV NO.43 5 \p 202 1 � A RO\\i STATE OF %44U - S. G 1 2 3 4 5 6 7 8 {'S;,°,NA;,, ?•• IMM Quality Boat Lifts PLATINUM BOAT LIFT SPECIFICATIONS I 4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES STRUCTURAL ENGINEERING REVIEW THIS CONSTRUCTION HA5 BEEN DE51GNED A5 A MAIN WIND FORCE R1515TING 515TEM,WITH ALL SPACING TO CENTER OF PILING CALCULATED GRAVITY AND WIND LOAD5 IN COMPLIANCE MTH THE FLORIDA BUILDING CODE,7th EDITION,2020.CHAPTER5 I G e 20.ADM 2015,AND ASCE/5H 7-1 G'MINIMUM DE51GN LOAD5 FOR 5UILDING5 A140 OTHER 5TRUCTURE5'TO WITH51AND THE WIND LOA05 A55OCIATED WITH AN LIFT A B C RECOMMENDED ULTIMATE WIND 5PEED OF 180 MPH,E%PC5URE'D',RISK CATEGORY,.J.L.SANDERS,P.E.HA5 NO j CONTROL OF-HE MANUFACTURING,PERFORMANCE,OR IN51ALLATION OF TH15 PRODUCE.THE5E I CAPACITY Min.PILE SIZE GtNtRIC SPECIF((:ATI0N5 WERr,ENGINEERED IN ACCORDANCE.WITH ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER.THIS STRUCTURAL REVIEW IS 4.500 Ibs. 132" 120" 1 78" 8"DIA. LIMITED TO THE PRIMARY FRAMING AIJD COHNCCTION5 AND 15 NOT INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENT5 THESE SPECIFICATION5 ARE BA5ED ON 5TRUCTURAL 7,000 Ibs, 144" 144" 204" T DIA. CALCULATION5 TITLED'A P05T BOAT LIFT',W111CII CONTAIN ADDITIONAL DE51GN REOUIREWNT5 AND LP-IIEP-IA AND ARE AVAILABLE UPON REOUt5f.111E BOA[LIFT5 DEPICTED IN IHE5E 10,000 Ibs. 144" 150" 208" 8"DIA. 5PECIfICATIOH5 AND P.ELATED CALCULATION5 WERE ENGINEERED A5 MANUFACTURED PRODUCT FOR NON-5nE 5PECIFIC U5E AND NOT INTENDED TO COVER 51TE 5PECIFIC CONDITION5, 13.000 Ibs. 144" 150" 208" 8"DIA. FTOUIR.EMFIJT5144D LIMITATION5 L15TED IN THE 5TP-UCTURAL CALCULATION5. 16,000 Ibs. 144" 168 218" 1 10"DIA, THIS ITEM HAS BEEN DIGITAI LY SIGNED AND 5EALED BY].L.5ANUER5,PE nN THE DATE ADJACENT ` TO THE SEAL PRINTED COPIE5 OF Th15 DOCUMENT ARE NOT CON51DEPID SIGNED AND 5EALED AND 16,000 XL Ibs. 168" 168" 238" 10"DIA. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIE5. 20,000Ibs. 168" 192" 255" 1 10"DIA. Digitally signed by 27,000Ibs. 192" 192" 272" 10"DIA. Iy\GENs�s• J.L. Sanders / \ N0.66361 j STATE OF ; . Date:2021.02.11 �'•°'��.OR1�p'G��= � 15:11:21 -05'00' J.L 5a"tiers,P.E. 251`i G,,A.5 Ruud NW \ Mon•oc.-A 30G56 J.L.SANDERS,P.E. Date: C I B PI'one:233.671-157d Ruj.Honda No.663G I NOTE:BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS. A 1 STANDARD PILING SPACING LIFE CAPACITY CABLE BEA1J SIZE CRADLE SIZE GROOVED CABLE DRIVE SHAFT GEAR No.Of MOTORS CABtf GUIDE IMM BOAT LIFTS,INC.IS CL'5TOM CNAIINEL I-BEAU VAOER WE SIZE RAT10 CAB ES SpREAp LIFT SPEED F05T BOAT BUNGS BOAT BUNKS NOT RESPONSIBLE FOR THE Ibs. 6061-TG.0005A-T5 GOGI-TG,G005A-T5 Inches nche5 s H.P. INCHE5 �"'n dEIGNT WOOD OPTION ALUM.OPTION DOCK STRUCTURE OR ITS 6 x.190 H 2.375 DIA. ABILITY RESIST THE APPLIED i 4,500 5 x.230 H 4 x.290 W 17"Length 1.9 0 TUBE 375:1 (2)3/4H.P-115V/22A 5/16 SSAC 7x19 101 36 7 2 x 8 x 144 144 2 x.160 W 120 L LIFTS 14 FT. 9 ga 23Bv/ttn 304, 7P 20' LOADS OF THE BOAT LIFT. THE SITE SHOULD BE 6 x.190 H 2.375 DIA. VERIFIED BY A LICENSED 7,000 6 x.230 H 4 x.290 W 17'Length 1.9 0 TUBE 375:1 (2)3/4HP-I15v 22A 5/16 SSAC 7x 19 113 36 7 2 x B x 144 144 MARINE CONTRACTOR. 2 x.160 W 144 L LIFTS 14 FT. 9 ga 230V/1 IA 304, 1P 20' APPLIED LOADS WILL BE 7 x.230 H 8 x.230 H 2.375 DIA. 1.9 0 TUBE 2 PROVIDED UPON REQUEST. 10,000 2 x.1 60 H 5 x.350 W 20'Length 9 9a 375:1 ()3�23UV/111A22n 5/304,S2P 38'19 1 10 18 7 2 x 8 x 144 144 150 L LIFTS 12 FT. 8 x.230 H 8 x.230 H 2.375 DIA. 1,9 0 TUBE 13,000 5 x.350 W 20"Length 375:1 3O FI.P 5/1fi SSAC 7x19 110 18 7 2 x 8 x 144 144 2 X.160 W 150 L LIFTS 12 FT. 9 ga 2v/13A 304,2P 38' 10 x.250 H 2.375 DIA. 1.9 0 TUBE 16,000 11 x 160 H 6 x.410 W 20"Length 375:1 3OV/13 5/30 SSAC 38' 110 18 10 3 x 10 x 168 192 2 x.160 W 168 L LIFTS 12 FT. 8 ga 23oV/t3A 304,2P 38' 11 x.230 H 6 410 75. x 41 O H 2.375 DIA. 1 9 0 TUBE (2)1H.P 5116 SSAC 7x19 16,000 XL 6 x. W 20"Length 31 134 18 10 3 x 10 x 192 192 2 X.160 W 16B 8a 230V113A 304, 2P 38' 9 L LIFTS I2 FT. 12 X.286 H -12-x-290 H--2.37EFDIA--7-g0 TUBE 20.000 7 x.470 W 375:1 30/13 n 300 5%74,3P 60'SSAC 7x19 123 12 10 3 x lox 192 192 2 x 172 W 2V/ 1 25'Length 8 ga 92 L LIFTS 12 FT. 14 x.313 H 12 x.290 H 3.5 DIA. 2.875 0 TUBE .ram .. 27,000 7 x.470 W 21'Length 450:1 (211-1/2 3A 5/90 SSAC 74' 147 11 10 3 x lox 192 192 2 x.313 W 192 L LIFTS 12 FT. 8 ga 23ov/Itln 304,4P 74' I FI T QUALITY ! --BOAT LIFTS- DWG:D5-GOO 100-PLATINUM PUB February 1 1, 202 1 17030 Ahco Center Rd. Ft. Myer-5. Fl. 339G7 Phone:(800)669-3515 Fax:(239)454-864I i IMM Quality Boat Lifts PLATINUM BOAT LIFT SPECIFICATIONS 4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES STRUCTURAL ENGINEERING REVIEW t THIS CONSTRUCTION HA5 BEEN DC5IGNED AS A MAIN WIND FORCE RESISTING 5T5TEM,WITH ALL SPACING TO CENTER OF PILING CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WIT14111E NORIDA BUILDING CODE,7th EDITION,2020,CHAPTERS 16 a 20.ADM 2015,AND A5CE/5EI 7-1 G'MINIMUM DE51GN LOA05 FOP.BUILDINGS AND OTHER STRUCTURES'TO IYITH5TAND THE WIND LOADS A550CIATED WITH AN LIFT A di5o" C RECOMMENDED ULTIMATE WIND SPEED OF 180 MPI1.EXPOSURE'D',R15K CATEGORY I.J.L.SANDERS,P.E.HAS NO CONTROL OF-hE MANUfACTURING,PERFORMANCE.OR INSTALLATION OF Th15 PRODUCT.THESE CAPACITY Min.PILE SIZE GFNJ Rl('.i ET:INCATIONS WERE ENGINEERED IN ACCORDANCE W11r1 ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER,.T1115 STRUCTURAL REVIEW 15 4,500 Ibs. 132" 178" 8"DIA. LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND 15 NOT INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS, THESE 5PECIFICATION5 ARE BA510 ON STRUCTURAL 7,000 Ibs. 144" 204" 8"DIA. CALCULATIONS TITLED'4 P05T BOAT LIFT'.WHICII CONTAIN ADDITIONAL DE51GN REQUIREMENTS AND CRI I ERIA AIJD ARE AVAILABLE UPON REQUEST. IHE BOAT'LIFTS DCPICTED IN 1HE5E i 10,000 Ibs. 144" 208" 8"DIA. 5PECIFICA11ON5 AND RELATED CALCULATIONS WERE ENGINEERED AS MANUFACTURED PRODUCT fOR NON.51TE 5PECIFIC USE AND NOT INTENDED TO COVER SITE 5PECIFIC CONDITIONS, 13,000 Ibs. 144" 1 50" 208" 8"DIA. REQUIREMENTS AND LLWTATION5 LISTED IN THE STRUCTURAL CALCULATIONS. 16,000 Ibs. 144" 168" 21 8" 10"DIA, THI5ITEM HA5 BEEN DIGITALLY SIGNED AND SEALED BY J.L.SANDERS,Pf ON ThE DATE ADIACENT TO THE SEAL.PRINTED COPIES OF Th15 DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND - �� 16,000 XL Ibs. 168" 168" 238" 10"DIA, THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 20,000Ibs. 168" 192" 255" 10"DIA. Digitally signed by 27,000 Ibs. 192" 192" 272" 10"DIA. °E"S s'• •No,663 1 J.L.Sanders STATE OF ,Date:2021.02.11 - a IE� 15:11:21 -05'00' J.L.Sanders,P.E. 2:i 15 GA,Road NW I B Monroe.GA 3065G 5ANDER5.PT. Date. ISI Pnone:235-671-1578 Reg j NOTE:BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS. -- -- I A --+I STANDARD PILING SPACING i LIFT CAPACITY CABLE BEAM SIZE CRADLE SIZE GROOVED CABLE DRIVE StlAFT GEAR No. MOTORS L CABLE GUIDE IMM BOAT LIFTS,INC.IS CU5TOM CHANNEL I-BEAM IVINDER 512E 512E RATIOAB ES 5PRPAD LIFE SPEED P05T BOAT BUNKS BOAT BUNKS NOT RESPONSIBLE FOR THE ! Ibs. GOGI G.6005A-T5 6061-TG,6005A-T5 nche5 nches H.P.tUP NCtiES �"''" hEIGhTl"/OODOPTIONALUM.OPTON DOCK STRUCTURE OR ITS i 5 x.230 H 6 x.190 H 2.375 DIA. 1.9 0 TUBE 2 3/4H.P-115V/22A 5/16 SSAC 7x19 ABILITY RESIST THE APPLIED 4,500 4 x.290 W 17"Length 375:1 (1 01 36 7 2 x 8 x 144 144 LOADS OF THE BOAT LIFT. 2 X.160 W 120 L LIFTS 14 FT. 9 ga zaov/t to 304, 1 P 20' THE SITE SHOULD BE 6 x.190 H 2.375 DIA. VERIFIED BY A LICENSED 7,000 6 x.230 H 4 x.290 W 17'Length 1.9 9 TUBE 375:1 2)3/n 30V/15V/22A 5130 SSAC 20' 113 36 7 2 x B x 14a 144 MARINE CONTRACTOR. 2 x.160 W 144 L LIFTS 14 FT. 9 ga z3Dvl11A 304, 1P 20' APPLIED LOADS WILL BE 8 x.230 H 2.375 DIA. PROVIDED UPON REQUEST. ' 7 x.23 5 x0 H 1.9 0 TUBE 375:1 (2)3/4H.P-115V/22A 5/16 SSAC 7x 19 110 18 7 2 x 8 x 144 144 2 x.160 W 150 W 20"Length 10,000 L L LIFTS 12 FT. 9 ga 230v/1 to 304, 2P 38' 8 x.230 H 8 x.230 H 2.375 DIA. 1.9 0 TUBE (2)IRP 5/16 SSAC 7x19 13,000 2 x.160 W 5 x.35O W 20"Length 9 ga 375:1 230W13A 304, 2P 38' 110 18 7 2 x 8 x 144 144 150 L LIFTS 12 FT. 11 X.230 H 10 x.250 H 2.375 DIA. 9 0 TUBE 2)tH.P 5/16 SSAC 7x19 16,000 2 X.160 W 6 x.410 W 20"Length 8 ga 375:1 230W13A 304, 2P 38' 110 8 10 3 x 10 x 168 92_ 168 L LIFTS 12 FT. 10 x.250 H 2.375 DIA. 1 9 0 TUBE t 16,000 XL 11 x.230 H 6 x.410 W 20"Length 375:1 211 H.P 5/16 SSAC 7x19 134 18 10 3 x 10 x 192 192 t 2 X.160 W 168 L LIFTS 12 FT, 8 ga 23OV/13A 304, 2P 38' 20,000 12 x.266 H T2 x.29(TR- 2.375 DIA. 1.9 0 TUBE (2)i H.P 5/16 SSAC 7x19 123 12 10 3 x 10 x 192 192 i 7 x.470 W 25'Length 375:1 2 x•172 W 192 L LIFTS 12 FT. 8 ga 23ov/13n 304, 3P 60' 14 x.313 H 12 x.290 H 3.5 DIA, 2.875 0 TUBE (2)t-1/2 RP 5/16 SSAC 7x19 �.,'`l 27,000 2 x.313 W 7 x.470 W 21'Length 8 ga 450:1 23ov/IBA 304,4P 74' 147 11 10 3 x 10 x 192 192 �7�,�x r QUALITY F A IT �" 192 L LIFTS 12 FT. ' F1Ck��f.F 46 !.«j( x. -BOAT Llf-TS--- DWG:DS-GOO 100-PLATINUM PUB February 1 1, 202 1 i 17030 Ahco Center Rd. Ft. M er5, FI. 339G7 Phone: (800)669-351 5 Fax:(239)454-8641 l i IMM Quality Boat Lifts. PLATINUM BOAT LIFT SPECIFICATIONS 4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES STRUCTURAL ENGINEERING REVIEW TH15 CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RE515TING SYSTEM,MTN ALL SPACING TO CENTER OF PILING CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE,7th EDITION,2020,CHAPTERS I G L 20.ADM 2015.AND A5CE5EI 7-1 G'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'TO WITHSTAND THE WIND LOADS A550CIATED WITH AN LIFT A B C RECOMMENDED ULTIMATE WIND SPEED OF 180 MPH.EXPO5URE'D',R15K CATEGORY I.1.L.SANDERS,P.E.HAS NO THE MANUFACTURING,PEOf TH15 PRODUCT. CAPACITY Min.PILE SIZE GE NETRROL OfICECIFICATION5 WERE ENG NEEFRED IN ACCORDANCE WITHIOACCEPTED ENGIN ERINGHESE PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER THIS STRUCTURAL REVIEW 15 4,500 Ibs. 132" 120" 178" 8"DIA. LIMITED TO THE PRIMARY FRAMING A140 CONNECTIONS AND 15 NOT INTENDEDTO COVER MECHANICAL AND ELECTRICAL COMPONENTS.THESE SPECIFICATIONS ARE BASED ON STRUCTURAL 7,000 Ibs. 144" 144" 204" 8"DIA. CALCULATIONS TITLED'4 POST BOAT UFT'.WHICH CONTAIN ADDITIONAL DE51GN REOUIREMENT5 AND CRITERIA AND ARE AVAILABLE UPON REQUEST.THE BOAT UFT5 DEPICTED IN THESE 10,000 Ibs. 144" 150" 208" 8"DIA. SPECIFICATIONS AND RELATED CA LULATION5 WERE ENGINEERED AS MANUFACTURED PRODUCT 13.000 Ibs. 144" 15O° 2OB" 8"DIA. FOR NON.5nE SPECIFIC USE AND NOT INTENDED TO COVER,SITE SPECIFIC CONDITIONS. REQUIREMENTS AND UMITATION5 L15TED IN THE STRUCTURAL CALCULATIONS. 16,000 Ibs. 144" 168" 218" 10"DIA, M15 REM HAS BEEN DIGITALLY SIGNED AND SEAIfD BY J.L.SANDERS,PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CON5IDEP.ED SIGNED AND 5EALED AND 16,000 XL Ibs. 168" 168" 238" 10"DIA. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 20,0001bs. 168" 192" 255" 10"DIA. `` SAND •. Digitally signed by 27,000 Ibs. 192" 192"1 272" 10"DIA. / \ .No,66361 , : AJ.L. Sanders h1 _ STATE OF C�/,Y� � Date•2021.02.11 - ss/ONALEaG\ 15:11:21 -05'00' J.L.Sanders,P.E. 2515 Gratis Road NW \ I I B Monroe,GA 30G56 J.L.SANDERS,P.E. Date: C I Phone:239-671.1578 Reg.Fl-n No.GG3GI NOTE:BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS. t� A �I STANDARD PILING SPACING UPT CAPACITY CABLE BEAM 51ZE CRADLE SIZE GROOVED CABLE DRIVE 5HAPf GEAR NO. MOTORS CABLE5 CABLE UFT SPEED GUIDE BOAT BUNK5 BOAT BUNKS IMM BOAT LIFTS,INC.IS CUSTOM CHANNEL I-BEAU W NDER SIZE SIZE RATIO $H.P, SPREAD Jmin POST WOOD OPTION ALUM.OPTION NOT RESPONSIBLE FOR THE Ibs. G061-TG.6005A-T5 60G1-TG,0005A-T5 Inches mche5 INCHES HEIGHT DOCK STRUCTURE OR ITS 5 x.230 H 6 x.190 H 2.375 DIA. 1.9 0 TUBE 2 ABILITY RESIST THE APPLIED 4,500 4 x.290 W. 17"Length 375:1 ()3/4H.P-115V/22A 5/16 SSAC 7x19 101 36 7 2 x 8 x 144 144 2 x.160 W 9 ga 23ovn1A 304. 1P 20' LOADS OF THE BOAT LIFT. 12o L LIFTS 1a FT. THE SITE SHOULD BE 6 x.230 H 6 x.190 H 2.375 DIA. 1.9 0 TUBE VERIFIED BY A LICENSED 7,000 :1 (2)3/4H.P-u VY12A 5/16 SSAC 7x19 113 36 7 2 x 8 x 144 144 2 X.160 W 144 L LIFTS 14 FT. APPLIED LOADS WILL BE 7 x.230 H 8 x.230 H 2.375 DIA. 1.9 0 TUBE PROVIDED UPON REQUEST. 10,000 5 x.350 W 20"Length 375:1 (2)3/4H.P-115V/22A 5/16 SSAC 7x19 110 18 7 2 x 8 x 144 144 2 X.160 W 150 L LIFTS 12.FT. 9 ga 230v/11A 304,2P 38' 8 x.230 H 8 x.230 H 2.375 DIA. 1.9 0 TUBE 13,000 5 x.350 W 20"Length 9 23O 375:1 H.P 5/304 2P 38'16 SSAC 7x19 110 18 7 2 x 8 x 144 144 2 X.160 W 150 L LIFTS 12 FT. ga v/13A 30, 10x.250H 2.375 DIA. 190 TUBE 3x10x 168 192 16,000 11 x.230 H 6 x.410 W 20'Length 375:1 (2)1H.P 5/16 SSAC 7x19 110 18 10 2 x.160 W 168 L LIFTS 12 FT. 8 ga 23OV/13A 304,2P 38' 11 x.230 H 10 x.250 H 2.375 DIA. 16,000 XL 6 x.41 0 W 20"Length 1.9 0 TUBE 375:1 (2)1H.P 5/16 SSAC 7x19 134 18 10 3 x 10 x 192 192 2 X.160 W 168 L LIFTS 12 FT. 8 ga 23OV/13A 304,2P 38' -12x.290-H 20,000 12 x.266 H 7 x.470 W 2,375 DIA. 1.9 0 TUBE 375.1 (2)1H.P 5/16 SSAC 7x19 25'Length 123 12 10 3 x 10 x 192 192 2 x.172 W 192 L LIFTS 12 Fr. 8 ga 23ov/13n 304,3P 60' 14 x.313 H 12 x.290 H 3.5 DIA. 2.875 0 TUBE 27,000 7 x.470 W 21'Length 450:1 (2)0/18A 5/30 SSAC 7x19 147 11 10 3 x 10 x 192 192 IMM ! z QUAL 2 x.313 W 192 L LIFTS 12 FT. 6 ga 23v/8A 304,4P 74' --BOAT LIFTS-- DWG: D5-GOO 100-PLATINUM PUB February 1 1, 202 1 17030 AIIco Center Rd. Ft. M er5, FI. 339G7 Phone: (800)GG9-35 15 Fax:(239)454-8G4I IMM Quality Boat Lifts PLATINUM BOAT LIFT SPECIFICATIONS 4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES STRUCTURAL ENGINEERING REVIEW THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE M15TING SYSTEM,WITH ALL SPACING TO CENTER OF PILING CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH THE rLORIDA BUILDING CODE,7th EDITION,2020,CHAPTERS 16 a 20.ADM 2015,AND A5CFJ5EI 7.16'MINIMUM DESIGN LOADS FOP,BUILOING5 AND OTHER STRUCTURES'TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN LIFT C RECOMMENDED ULTIMATE WIND SPEED OF 180 MPH.E)(P05UR.E'D',RISK CATEGORY I.J.L.SANDERS,P.E.HAS NO CONTROL OF 7HE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF TH15 PRODUCT.THESE A B CAPACITY Min.PILE SIZE GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER.THIS STRUCTURAL REVIEW 15 4,500 Ibs. 132" 120" 178" 8"DIA. LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND 15 NOT INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS.THESE SPECIFICATIONS ARE BASED ON STRUCTURAL 7,000 Ibs. 144" 144" 204" 8"DIA. CALCULATIONS TITLED-4 P05T BOAT LIFT'.WHICH CONTAIN ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST.THE BOAT LIFTS DEPICTED IN THESE 10,000 Ibs. 1 144" 150" 208" 8"DIA. SPECIFICATIONS AND RELATED CALCULATIONS WERE ENGINEERED AS MANUFACTURED PRODUCT FOR NON-SITE SPECIFIC USE AND NOT INTENDED TO COVER,SITE SPECIFIC CONDITIONS. 13,000 Ibs. 144° 150" 208" 8"DIA. REQUIREMENTS AND LIMITATIONS LISTED IN THE STRUCTURAL CALCULATION5. 16,000 Ibs. 144" 168" 218" 10"DIA. THI5ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY J.L.SANDERS,PEON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF TH15 DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND 16,000 XL Ibs. 168° 168" 238" 10"DIA. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 20,000 Ibs. 168° 192" 255" 10"DIA. ,`�sANo •. Digitally signed by 27.000IbS. 192" 192" 272" 10"DIA. )'y\DENS S $ 'I I / No.66361 �\J.L. Sanders STATE OF Date 2021.02.11 15:11:21 -05'00' J.L.Sanders,P.C.' , 2515 Grans Road NW \ I I B C+ Monroe,GA 30656 J.L.SANDERS,P.E. Date: I Pnone:239-671-1578 R.I.Flondd No.66361 NOTE:BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS. � A � STANDARD PILING SPACING LIFT CAPACITY CABLE BEAM 51ZE CRADLE SIZE GROOVED CABLE DRIVE SHAFT GEAR NO CABLES CABLE LIFE SPEEO BOAT BUNKS BOAT BUNKS GUIDE IMM BOAT LIFTS,INC.IS CU5TOMCHANNEL I-BEAM WNDER51ZE SIZE .OF MOTORS RATIO d H,P. SPREAD JVmm POST WOOD OPTION ALUM.OPTION NOT RESPONSIBLE FOR THE Ibs. 6061-T6,6005A-T5 6061-T6,6005A-T5 Inches Inches INCHES HEIGHT DOCK STRUCTURE OR ITS 5 x.230 H 6 x.190 H 2.375 DIA. 9 0 TUBE 2 ABILITY RESIST THE APPLIED 4,500 4 x.290 W 17"Length 375:1 (13/4H.P-1 t5vY22A 5/16 SSAC 7x19 101 36 7 2 x 8 x 144 144 2 x.160 W 120 L LIFTS 14 FT. 9 ga 230V/11A 304, 1 P 20' LOADS THE BOAT LIFT. THE SITE SHOULD BE 6 x.230 H 6 x.190 H 2.375 DIA. 1.9 0 TUBE VERIFIED BY A LICENSED 7,000 4 x.290 W 17"Length 375:1 2)3/4 3OVI IA 22A 5/30 SSAC 20' 113 36 7 2 x 8 x 144 144 MARINE CONTRACTOR. 2 x.1 60 W 144 L LIFTS 14 FT. 9 ga 23oV/11A 304, 1 P 20' APPLIED LOADS WILL BE 7 x.230 H 8 x.230 H 2.375 DIA. 1.9 0 TUBE 2 PROVIDED UPON REQUEST. 10,000 5 x.350 W 20"Length 375:1 3/43OV115VY22A 5/30 SSAC 38' 110 18 7 2 x 8 x 144 144 2 X.160 W 150 L LIFTS 12 FT. 9 ga 230V/11A 304,2P 38' 8 X.230 H 8 x.230 H 2.375 DIA. 1.9 0 TUBE 13,000 5 x.350 W 20"Length' 375:1 (2)1 H.P 5/16 SSAC 7x19 110 18 7 2 x 8 x 144 144 2 X.160 W 150 L LIFTS 12 FT. 9 ga 239v/13A 304,2P 38' 11 x.230 H 10 x.250 H 2.376 DIA. 9 0 TUBE (2)1 H.P 5/16 SSAC 7x19 16,000 6 x.410 W 20"Length 375:1230V/13A 304,2P 110 18 10 3 x 10 x 168 192 2x.16OW 168 L LIFTS 12 Fr. 8 ga ' .230 H 10 x.250 H 2.375 DIA. 11 X 16,000 XL 6 x.410 W 20"Length 1.9 0 TUBE 375.1 (2)1 H.P 5/16 SSAC 7x19 134 18 10 3 x 10 x 192 192 2 X.160 W 168 L LIFTS 12 FT. 8 ga 230V/13A 304, 2P 38' 12 x.266 H 12 X'290 N 2.375 DIA. 1.9 0 TUBE (2)1 H.P 5/16 SSAC 7x19 20,000 7 x.470 W 25"Length 375:1 123 12 10 3 x 10 x 192 192 2 x.172 W 192 L LIFTS 12 Fr. 8 ga 230v/13A 304, 3P 60' 14 x.313 H 12 x.290 H 1' DIA. 2.875 0 TUBE 27,000 7 x.470 W 21.Length 450:1 (2)1-1/2 H.P 5/16 SSAC 7x19 147 11 10 3 x 10 x 192 192 �� 2 x.313 W 192 L LIFTS 12 FT. 8 ga 230V/18A 304, 4P 74' BOAT LIFTS DWG: D5-GOO 100-PLATINUM PUB February 1 1, 2021 17030 Ahco Center Rd. Ft. M er5, FI. 339G7 Phone:(800)GG9-35 15 Fax:(239)454-8641 .y �`oQoevaaryfyr FLORIDA DEPARTMENT OF lionGeve antis 4 Environmental Protection JeanetteNufiez z LtI Govemor Q0 -� o'�� Southeast District Office Shawn Hamilton MENTAL va 3301 Gun Club Road,MSC 7210-1 Secretary West Palm Beach,FL 33406 561-681-6600 October 25, 2021 Jay Palmisano 308 SE Camino Court Port St. Lucie, FL 34952 Sent via e-mail: treasuiecoasthar re ii:�7mail.eom Re: File No.: 56-0408298-001,002-EE File Name: 308 SE Camino Ct. Dear Mr. Palmisano: On August 9, 2021, we received your request for verification of exemption to perform the following activities: (1) install a boatlift; (2) install 120 In. ft. of new seawall within 18 inches waterward (wetface to wetface) of the existing seawall; (3) construct an 89 sq. ft. dock extension onto an existing 496 sq. ft. dock (585 sq. ft. total over surface waters); and (4) re-deck 80.sq. ft. of the existing dock. The project is located in a manmade canal, Class III Waters, adjacent to 308' SE Camino Court, Port St. Lucie (Section 22, Township 36 South, Range 40 East), in Saint L l Cie County(Latitude N 27' 19' 26.2799", Longitude W -80' 19' 38.5822"). Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project qualifies for all three. However, this letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact Kylie Shivers at the letterhead address at lc\lie.shi%crs i'iloridadep.uo �vww floridadep,go v Project No.: 56-408298-001,002-EE Project Name:308 SE Camino Ct. Page 2 of 5 1. Regulatory Review—VERIFIED Based on the information submitted, the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051(5)(b) and (12)(b), Florida Administrative Code, from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review- GRANTED The activity does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code. 3. Federal Review-SPGP APPROVED Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit VI, and a SEPARATE permit or authorization will not be required from the Corps. Please note that the Federal authorization expires on July 27, 2026. However, your authorization may remain in effect for up to 1 additional year, if provisions of Special Condition 15 of the SPGP VI permit instrument are met. You, as permittee, are required to adhere to all General Conditions and Special Conditions that may apply to your project. Special conditions required for your project are attached. A copy of the SPGP VI with all terms and conditions and the General Conditions may be found online in the Jacksonville District Regulatory Division Sourcebook: lrlll�.1111Ir`MisSiops.RC-I Lll8tor\(Snlll-le-Booh/). Authority for review- an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activiti s are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., �I Project No.: 56-408298-001,002-EE Project Name:308 SE Camino Ct. Page 3 of 5 before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that tile petitioner contends warrant reversal or modification of the agency's proposed action; (0 A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that t e petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_CIerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). Project No.: 56-408298-001,002-EE Project Name:308 SE Camino Ct. Page 4 of 5 The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_C lerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on ihe Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station#35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Project No.: 56-408298-001,002-EE Project Name:308 SE Camino Ct. Page 5 of 5 EXECUTION AND CLERKING Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Danielle C. Sattelberger Environmental Manager Southeast District Enclosures: Attachment A- Specific Exemption Rule Special Conditions for Federal Authorization for SPGP VI-R1 General Conditions for Federal Authorization for SPGP VI-Rl Project drawings, 10 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: FDEP—Danielle Sattelberger, Kylie Shivers Lisa Juliano, Treasure Coast Barge Inc., treaSurccoastbar(-,e n gn)ail.ron1 FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. October 25, 2021 Clerk Date Attachment A 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However,if located in, on, or over state-owned submerged lands,they are subject to a separate authorization under chapters 253 and 258,F.S., as applicable. (5)Dock,Pier,Boat Ramp and Other Boating-related Work— (b)Installation of private docks,piers,and recreational docking facilities,and installation of local governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters,boat lifts,and roofs,provided: 1.The cumulative square footage of the dock or pier and all associated structures located over wetlands and o her surface waters does not exceed the limitations in section 403.813(1)(b),F.S.; 2.No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use;and 4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a mini um distance of 65 feet,unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. (12)Construction,Replacement,Restoration, Enhancement,and Repair of Seawall,Riprap, and Other Shore ine Stabilization— (b)The restoration of a seawall or riprap under section 403.813(1)(e),F.S.,where: 1.The seawall or riprap has been damaged or destroyed within the last year by a discrete event,such as a storm, flood, accident, or fire or where the seawall or riprap restoration or repair involves only minimal backfilling to 1�vel the land directly associated with the restoration or repair and does not involve land reclamation as the primary project purpose. See section 3.2.4 of Volume I for factors used to determine qualification under this provision; 2.Restoration shall be no more than 18 inches waterward of its previous location,as measured from the water and face of the existing seawall to the face of the restored seawall, or from the waterward slope of the existing riprap to the waterward slope of the restored riprap;and 3. Applicable permits under chapter 161,F.S., are obtained. Special Conditions for Federal Authorizations for SPGP VI-RI 1. Authorization, design and construction must adhere to the terms of the SPGP VI instrument including the General Conditions for All Projects, Special Conditions for All Projects, Applicable activity-specific special conditions, Procedure and Work Authorized sections. 2. Design and construction must adhere to the PDCs for In-Water Activities (Attachment 28, from PDCs AP.7 through AP11, inclusive, of JAXBO) (Reference: JAXBO PDC AP.1.). 3. All activities must be performed during daylight hours (Reference: JAXBO PDC AP.6.). 4. For all projects involving the installation of piles, sheet piles, concrete slab walls or boatlift I-beams (Reference Categories A, B and C of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86): a. Construction methods limited to trench and fill, pilot hole (auger or drop punch), jetting, vibratory, and impact hammer (however, impact hammer limited to installing no more than 5 per day). b. Material limited to wood piles with a 14-inch diameter or less, concrete piles with a 24-inch diameter/width or less, metal pipe piles with a 36-inch diameter or less, metal boatlift I-beams, concrete slab walls, vinyl sheet piles, and metal sheet piles. c. Any installation of metal pipe or metal sheet pile by impact hammer is not authorized (Reference: Categories D and E of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86.). d. Projects within the boundary of the NOAA Florida Keys National Marine Sanctuary require prior approval from the Sanctuary (Reference: JAXBO PDCs AP.14 and A].6). 5. The Permittee shall comply with the "Standard Manatee Conditions for In-Water Work—2011" (Attachment 29). 6. No structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior o the start of work, the Applicant/Permittee or other party on the Applicant's/Permittee's behalf, shall conduct a search of known historical properties by contracting a profession I archaeologist, and contacting the Florida Master Site File at 850-245-6440 or SiteFile@dos.state.fl.us. The Applicant/Permittee can also research sites in the National Register Information System (KRIS). Information can be found at http://www.cr.nps.gov/nr/research. a. If, during the initial ground disturbing activities and construction work, there are archaeological/cultural materials unearthed (which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work in the vicinity and notify the Compliance and Review staff of the State Historic Preservation Office at 850-245- 6333 and the Corps Regulatory Archeologist at 904-232-3270 to assess the significance of the discovery and devise appropriate actions, including salvage operations. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 C.F.R. § 325.7. b. In the unlikely event that human remains are identified, the remains will be treated in accordance with Section 872.05, Florida Statutes; all work in the vicinity shall immediately cease and the local law authority, and the State Archaeologist(850-245- 6444) and the Corps Regulatory Archeologist at 904-232-3270 shall immediately be notified. Such activity shall not resume unless specifically authorized by the State Archaeologist and the Corps. 7. The Permittee is responsible for obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations governing compliance with these laws. The Permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are required for a particular activity. 8. Mangroves. The design and construction of a Project must comply with the following (Reference: JAXBO PDCs AP.3 and AP.12.): a. All projects must be sited and designed to avoid or minimize impacts to mangroves. b. Mangrove removal must be conducted in a manner that avoids any unnecessary removal and is limited to the following instances: (1) Removal to install up to a 4-ft-wide walkway for adock. (2) Removal of mangroves above the mean high water line (MHWL) provided that the tree does not have any prop roots that extend into the water below the MHWL. (3) Mangrove trimming. Mangrove trimming refers to the removal (using hand equipment such as chain saws and/or machetes) of lateral branches (i.e., no alteration of the trunk of the tree) in a manner thatensures survival of the tree. (a) Projects with associated mangrove trimming waterward of the MHWL are authorized if the trimming: (a) occurs within the area where the authorized structures are placed or will be placed(i.e., removal of branches that overhang a dock or lift), (b) is necessary to provide temporary construction access, and (c) is conducted in a II manner that avoids any unnecessary trimming. (b) Projects proposing to remove red mangrove prop roots waterward of the MHWL are not authorized, except for removal to install the dock walkways as described above. 9. For Projects authorized under this SPGP VI in navigable waters of the U.S.,the Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 10. Notifications to the Corps. For all authorizations under this SPGP VI, including Self- Certifications,the Permittee shall provide the following notifications to the Corps: a. Commencement Notification. Within 10 days from the date of initiating the wor authorized by this permit the Permittee shall submit a completed "Commencemen Notification" form (Attachment 8). b. Corps Self-Certification Statement of Compliance form. Within 60 days of completion of the work authorized by this permit, the Permittee shall complete.the "Self-Certification Statement of Compliance" form (Attachment 9) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self-Certification Statement of Compliance" form. The description of any deviations on the"Self- Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. c. Permit Transfer. 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. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms an conditions, have the transferee sign and date the enclosed form (Attachment 10). d. Reporting Address. The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of thi permit to the following address. (1) For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL,32232-0019. (2) For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ-2015-2575 on all submittals. 11. The District Engineer reserves the right to require that any request for authorization under this SPGP VI be evaluated as an Individual Permit. Conformance with the terms and conditions of the SPGP VI does not automatically guarantee Federal authorization. 12. On a case-by-case basis,the Corps may impose additional Special Conditions which are deemed necessary to minimize adverse environmental impacts. 13. Failure to comply with all conditions of the SPGP VI constitutes a violation of the Federal authorization. 14. The SPGP VI will be valid through the expiration date unless suspended or revoked by issuance of a public notice by the District Engineer. The Corps, in conjunction with the Federal resource agencies, will conduct periodic reviews to ensure that continuation of the permit during the period ending expiration date, is not contrary to the public interest. The SPGP VI will not be extended beyond the expiration date but may be replaced by a new SPGP. If revocation occurs, all future applications for activities covered by the SPGP VI will be evaluated by the Corps. 15. If the SPGP VI expires, is revoked, or is terminated prior to completion of the authorized work, authorization of activities which have commenced or are under contract to commence in reliance upon the SPGP VI will remain in effect provided the activity is completed within 12 months of the date the SPGP VI expired or was revoked. Special Conditions for Shoreline Stabilization activities. 16. Shoreline stabilization structures other than vertical seawalls shall be no steeper than a 2 horizontal:I vertical slope (Reference: JAXBO PDC A 1.1.4.). 17. Placement of backfill is limited to those situations where it is necessary to level the land behind seawalls or riprap. 18. Living shoreline structures and permanent wave attenuation structures can only be constructed out of the following materials: oyster breakwaters, clean limestone boulders 6r stone (sometimes contained in metal baskets or cages to contain the material), small mangrove islands, biologs, coir, rock sills, and pre-fabricated structures made of concrete and rebar that are designed in a manner so that they do not trap sea turtles, smalltooth sawfish, or sturgeon (Reference: JAXBO PDC A7.5.). a. Reef balls or similar structures are authorized if they are not open on the bottom, are open-bottom structures with a top opening of at least 4 ft, or are pre-fabricated structures, such as reef discs stacked on a pile, and are designed in a manner that would not entrap sea turtles. b. Oyster reef materials shall be placed and constructed in a manner that ensures that materials will remain stable and that prevents movement of materials to surrounding areas (e.g., oysters will be contained in bags or attached to mats and loose cultch must be surrounded by contained or bagged oysters or another stabilizing feature) (Reference: JAXBO PDC A7.2.). c. Oyster reef materials shall be placed in designated locations only (i.e.,the materials shall not be indiscriminately dumped or allowed to spread outside of the reef structure) (Reference: JAXBO PDC A7.3.) d. Wave attenuation structures must have 5 ft gaps at least every 75 ft in length a!s measured parallel to the shoreline and at the sea floor,to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). e. Other materials are not authorized by this SPGP VI (Reference: JAXBO PDC A7.5.). Special Conditions for Docks, Piers, Associated Facilities, and other Minor Piling- Supported Structures. 19. Chickees must be less than 500 ft' and support no more than 2 slips (Reference: JAXBO PDC A2.1.6.). 1 20. The design and construction of a Project over marsh (emergent vegetation) must comply with the following: a. The piling-supported structure shall be aligned so as to have the smallest over- marsh footprint as practicable. b. The over-marsh portion of the piling-supported structure (decking) shall be elevated to at least 4 feet above the marsh floor. c. The width of the piling-supported is limited to a maximum of 4 feet. Any exceptions to the width must be accompanied by an equal increase in height requirement. 21. Mangroves. For pile-supported structures, the following additional requirements for mangroves found in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) shall apply: a. The width of the piling-supported structure is limited to a maximum of 4 feet. b. Mangrove.clearing is restricted to the width of the piling-supported structure. c. The location and alignment of the piling-supported structure should be through the narrowest area of the mangrove fringe. 22. Regarding SAV,the design and construction of a Project must comply with the following: a. A pile supported structure (1) that is located on a natural waterbody (i.e. outside an artificial waterway that was excavated for boating access and is bordered by residential properties); and (2) that is within the range of seagrass (estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia north of Ponce Inlet), but outside of the range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida) will be constructed to the following standards: (a) If no survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, then SAV is presumed present and the pile-supported structure must comply with, or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Mirror Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of SPGP, two uncovered boatlifts are allowed. (i) If the pile supported structure is currently serviceable, repair and replacement may occur in the same footprint without completion of a benthic survey. (ii) Boatlifts and minor structures in Monroe County may be installed within existing boat slips without completion of a SAV survey. Boatlift accessory structures, li e catwalks, shall adhere to "Construction Guidelines in Florida for Minor Piling-Suppord Structures Constructed in or over Submerged Aquatic Vegetation (SA V), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) if a SAV survey has not been completed. (iii) A marginal dock may be constructed a maximum of 5 feet overwater, as measured from the waterward face (wet face) of the seawall). (b) If a survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), then the pile-supported structure must comply with, or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps o Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (i) If the pile supported structure is currently serviceable, repair and replacement may occur in the same footprint without completion of a benthic survey. (ii) Boatlifts may be installed within existing boat slips without completion of a SAV survey. (iii) A marginal dock may be constructed a maximum of 5 feet overwater, as measured from the waterward face (wet face) of the seawall). (c) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent (including seagrass, tidal freshwater SAV and emergent vegetation), then no design restrictions are required and boatlifts may include a cover. (d) A pile supported structure (i) that is located on a natural waterbody (i.e. outside an artificial waterway that was excavated for boating access and is bordered by residential properties); and (ii) that is within the range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida) but not within Johnson's seagrass critical habitat will be constructed to the following standards: (iii) If no survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, then seagrass is presumed present and the pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017(Attachment 11) with the sole exception of the number of allowable boa lifts. For the purposes of this permit, two uncovered boatlifts are allowed. (e) If a survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, and SAV is present(including seagrass, tidal freshwater SAV and emergent vegetation), THEN pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (D If a survey is performed in accordance with the methods described in the procedure section of this document, section I.3, and SAV is absent(including seagrass, tidal freshwater SAV and emergent vegetation), THEN no design restrictions are required and boatlifts may include a cover. (g) A pile supported structure located within Johnson's seagrass critical habitat will be constructed to the following standards: (i) If no survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, then seagrass is presumed present and the pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017(Attachment 11) with the sole exception of the number of allowable boa lifts. For the purposes of this permit, two uncovered boatlifts are allowed. (ii) If a survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, and SAV is absent and the project is 1. A dock replacement in the same footprint, no design restrictions are required. 2. A new dock or dock expansion THEN pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (iii) If a survey is performed in accordance with the methods described in the Procedure section of this document, section 1.3, and SAV is present(including seagrass, tidal freshwater SAV and emergent vegetation),then pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. 23. North Atlantic Right Whale. The attached North Atlantic Right Whale Information Form (Attachment 30) describes the presence of North Atlantic right whales in the area and the Federal regulations governing the approach to North Atlantic right whales. The FDEP or Designee will attach the North Atlantic Right Whale Information Form to their authorizations for any dock project (new construction, repair, or replacement) at a private residence located within 11 nautical miles of an inlet that leads to areas within the known range of North Atlantic right whale. These zones, with an 11 nm radius, are described by the North Atlantic Right Whale Educational Sign Zones, Attachment 7 (from Section 2.1.1.4 of JAXBO,pages 31 and 32, inclusive). (Reference JAXBO PDC A2.4). 24. Educational Signs. For commercial, multi-family, or public facilities, and marine events, signs must be posted as described below(Reference: These replicate JAXBO PDCs A.2.2 and A.2.2.1 to A.2.2.3., inclusive, within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, starting on page 112.): a. For commercial, multi-family, or public facilities, and marine events, signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook-and-line captures. The most current version of the signs that must be downloaded and sign installation guidance are available at: (https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational- signs). The signs required to be posted by area are stated below: https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational- signs (1) All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine mammal stranding networks and smalltooth sawfish encounter database. (2) Projects within the North Atlantic right whale educational sign zone shall post the Help Protect North Atlantic Right Whales sign. (3) On the east coast of Florida, projects located within the St. Johns River and those occurring north of the St. Johns River to the Florida-Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida-Alabama line. 25. Monofilament Recycling Bins. For commercial, multi-family, or public facilities, monofilament recycling bins must be provided as described below (Reference: The below replicates PDC A.2.3 within the table PDCs Specific to Activity 2 —Pile Supported Structures and Anchored Buoys, the PDC itself on page 113 of the JAXBO.): a. For commercial, multi-family, or public facilities, monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Monofilament recycling bins must: (1) Be constructed and labeled according to the instructions provided at http://mrrp.myfwc.com. (2) Be maintained in working order and emptied frequently(according to http://mrrp.myfwc.com standards) so that they do not overflow. 26. Lighting for docks installed within visible distance of ocean beaches. If lighting is necessary,then turtle-friendly lighting shall be installed. Turtle-friendly lighting is explained and examples are provided on the Florida Fish and Wildlife Conservation Commission website: http://myfwc.com/wildlifehabitats/managed/sea-turtles/lighting/ (Reference: JAXBO PDC A2.8.). 27. Construction Location. Project construction shall take place from uplands or from floating equipment (e.g., barge); prop or wheel-washing is prohibited (Reference: JAXBO PDC A2.9.). 28. Aids to Navigation (ATONs). ATONs must be approved by and installed in accordance with the requirements of the U.S. Coast Guard (i.e., 33 C.F.R., chapter I, subchapter C, part 66, Section 10 of the Rivers and Harbors Act, and any other pertinent requirements) (Reference: JAXBO PDC A2.5.). 29. Aids to Navigation (ATONs) in Acropora critical habitat. The distance from ATONs to ESA-listed corals and Acropora critical habitat (Attachment 20) shall ensure there are no impacts to the corals or the essential feature of Acropora critical habitat from the movement of buoys and tackle. The appropriate distance shall be based on the size of the anchor chain or other tackle to be installed to secure the buoy to its anchor, particularly when the design of the ATON does not prohibit the contact of tackle with the marine bottom. In all cases, buoy tackle will include flotation to ensure there is no contact between the anchor chain or line and the marine bottom (Reference: JAXBO PDC A2.10.). 30. Within Loggerhead sea turtle critical habitat(Reference: JAXBO PDC A2.15.): (1) ATONs (pile-supported and anchored buoys) are allowed in nearshore reproductive habitat of the Northwest Atlantic Distinct Population Segment (NWA DPS) of loggerhead sea turtle critical habitat. (2) No other pile-supported structures are allowed in nearshore reproductive habitat. 1. The time limit for completing the work authorized ends on July 27,2026. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown 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 on the enclosed form (Attachment 10) 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. 6. You must allow representatives 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. Further Information: 1. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b. This permit does not grant any property rightsor exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal proj ects. 2. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by oron behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or Construction deficiencies associated with the permittedwork. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 3. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 4. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 3 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. 5. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CER 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. 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. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form. 7. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation or alteration. Department of the Army Permit Transfer for SPGP VI PERMITEE: i PERMIT NUMBER: DATE: ADDRESS/LOCATION OF PROJECT: (Subdivision) (Lot) (Block) 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 Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970, Jacksonville, FL 32232-0019. (Transferee Signature) (Date) (Name Printed) (Street address) (Mailing address) (City, State, Zip Code) STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 The permittee shall comply with the following conditions intended to protect manatees from di ect project effects: a. All personnel associated with the project shall be instructed about the presence of manaees 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. Barriers must not impede manatee movement. d. All on-site project personnel are responsible 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 project operation, or untili 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 FWC Ho line at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish 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 In,periledSpecies cr.m\FWC.ror1 f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion otl the project. Temporary signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission(FWC) must be used (see MyFWC.com/manatee). One sign which reads Caution: Boaters must be posted. A second sign measuring at least 81/2 b 11 explaining the requirements for Idle S eed/No Wake and the shut do w of Y p g 9 p in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. Questions concerning these signs can be sent to the email address listed above. CAUTIONi-, MANATEE HABITAT All project vessels IDLE SPEED / NO WAKE When a manatee is within 50 feet of work all in-water activities must SHUT DOWN Report any collision with or injury to a manatee: Wildlife Alert: 1-888-404-FWCC(3922) cell *FWC or #FWC UNITED STATES DEPARTM ANT OF COMMERCE E„TOF�o National Oceanic and Atmospheric Ad inistration QQ�� F �4A NATIONAL MARINE FISHERIES SERVICE ^ of Southeast Regional Office Q 263 13th Avenue South hfasTA 6oFA��e St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel 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 construction personnel that there are civil and crimi al penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which dare 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 Maine 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 and 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 channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a seat 'rtle or smalltooth sawfish is seen within a 50-ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions,required of your specific project,outside these gene al conditions, if applicable, will be addressed in the primary consultation. h. Any collision(s) with and/or injuries to any whale, or sturgeon occurring during Ihe construction of a project, shall be reported immediately to NMFS's Protected Resources Division (PRD) at(727-824-5312). i. Reports to NMFS's Protected Resources Division (PRD) may be made by email to talcereport.nmfsserarioaa.Uov. j. Sea turtle and marine stranding/rescue organizations' contact information is available by region at http:i'/\�%yNN-.11ni Fs.noaa.<gov/pr/heatt}1/rletworks.11till. k. Smalltooth sawfish encounters shall be reported to 11111n11.LI11,edLill'flstlfsllal'ks/sLiwtlsll/sm%rist1ellcoutiters.1ltnll. 1. All work must occur during daylight hours. P,10 P�MOyk RC s na�MENT CK CObti St Lu Blon'Is Is -W* t. "i-,I; AV Lz CC) pq�lit k4S _-,V-408298-0 1,002-EE Southeast District �j . ..... ..... V.1 _ R — �-- �� s-T {p _ "7i�` ,�� dFr n ';. '�` h �er� r c � � � is d• �.+ 49, 9," �, ..'3, ta�` ��..:5'}�,� $•i'� ��s-= r ,,,s...(��7�'Z��"' 4�5�at.,E��S c„�•r r-•'-'+� Permit Number 5V-40(�Q (�p y n f� r�- � 8298'-00.1 OU2-L' . 3 r �•7+" {f s'#"' s 1 �r '`n. Southeast District �� , ,� >t K �. v Z L*IMF. ,r Wlvix t.s#. by t ;7:r A �. ,-y�.3 i �„ r �,..: `�.c�3k 17"Yz, ry• �(. d X i7E )tGN 5�515 y } h*�� s ' �' r {�'� }r t•ev I.O CA.T IOi^ MAP 51TF �LAPf g��,�•., c � �. �� flroII_ ��,"_thy '�'- � z � � y2�, '' � OWNER� V ,� FS dr � �� P ��t' �••n13 K5.'Y rv,� (w...� I PC Lkt-41, ,. PERMITTING E s Treasure Coat Barge Permitting Cepartment `' � 1200 SE Dixie Cutoff Rd £ ,c Stuart.FL 349 ¢� { �+ x ENGINEER C tj 1 2 3 4 .5 A. Lai / �d .,,,:Y -5q Permit Number -408298-001,002-EE Southeast District 4*. -01 0 aa V JL S lea 'Ch w\��, dq (%yeti �� ..____�.__.___..y�._.,__._...._�,...___.__._�_====__ .�_� _ '.i MV65 AA X\ iosk� 5a `� ON -ko se.00 y � I Ou bp i O 2•X6*P.T.UXI DECKING FASTENED TO STRINGERS AS SPECIFIED p MODIFICATION TO COMPOSITE DECKING LLJ DECKING SPACING TO BE.51NCH SPACING BETWEEN DECK BOARDS. M 4. z O 1 K TYPICAL PLAN STRINGERS®24-OC FOR COMPOSITE Q tq rn IB-=4•,0- DECKING(OR PER DECK MFGR) V m GENERAL DOCK DETAIL Il U In w LENGSEETH AND,FOR cn BENT OR CROSS BUCK LOCATWN '4 �2'K8•PT 4002 U O ATT CH OECKING WITH r10 X 3-(304 SS)�ALL THRU BOLTS,NUTS.WASHERS < SCREWS.2 PER DECK STRINGER 5f8-STAINLESS W NUT FULLY THREADED TYPICAL SECTION J Its•r-0- - a a r TYPICAL PROFILE Q Ifs'.1-(r r ATTACH 6"DECKING I ATTACk O WITH 3"SS SCREWS �MWH z ELEV 1.0 Txe•P.T..40 R2 u? STRINGC z 2-X8'.4002BENTOR - `—MLW CROSS BUCK ® F .s m ELEV 0.0 EDOU �d DOUBLE ENDS Z•- @. � w o oqv p k� VA � PILINGS JETTED TO A MINIMUM 6' PPIILINGS TD Permit Number PENETRATION AS (TYP)EA7BED NEEDED FOR ADEQUATE MINIMUM&FEET TREAT 56-408298-001 002-11T BEARING AND STABILITY WITH PERMA ' m PROTECTION �u p, Southeast District y Q STRINGER BUTT SPLICE DETAIL ,r CENTER STRINGERS TOE NAILED 118 -0 W(2)#16(304 SS)RING SHANK _ O NAILS Q EACH BENT OUTSIDE NAILED WSR 6RIING SHANK GERS E •'d (3D4 SS)AS SHOWN ' . i — Te- — le- -- 4e• — 0 SECTION PROFILE ALL CONNECTIONS AND 'o h=1 FT �,=1 FT HARDWARE PER MFGR SPECIFICATIONS — o (AATTACHED) > — i �N N j i i 7 -y. MHWL 0 I NILL a cc L 1 12' _ . UZ {I ( w 27,000 K CAPACITY BOAT LIFT SEE MANUFACTURER ty DETAILS AND SPECIFICATIONS �i r 10"X 25'PILINGS MINIMUM SPECIFIED EMBEDMENT INTO - / W N STABLE BOTTOM DOES NOT INCLUDE MUCK OR SILT / m Permit Number �p DETAIL FOR GENERAL INFORMATION ONLY, r CONTRACTOR SHALL ADJUST PILE SPACING AND EMBEDMENT TO COMPLY WITH Sf)-4()8298-OOI,d)02-E Q MANUFACTURER SPECIFICATIONS w { 1 po m a 1 to Southeast District AV SEE SEPARATE ELECTRICAL SCHEMATIC BY r ELECTRICAL CONTRACTOR NOTE: ®�y ALL BOAT LIFT SHOREPOWER OR O OTHER ELECTRICAL WORK BY OTHERS 7.t v L IMM Quality Boat Lifts PLATINUM BOAT LIFT SPECIFICATIONS 4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES ALL SPACING TO CENTER OF PILING STRUCTURAL ENGINEERING REVIEW cy�a A," �1!7 mwvr cY.,7 C RECOMMENDED (1-A IKA,41. , , CAPACITY A B Mr).PILE SIZE M.�l 20' 0 4 SOD Ibs 1321 120, 178, S'DIA. 0 7,M)Ibs 144' 144' 204' 8'DIA I 10.000Ibs. - 144' 150' 208' 1 64 DIA. re. 111 a 1.131 N; c'. ,t,JC;SIA 13,000 IbS. 144' ISO- 208' 8'DIA, Cs ntp,r ZI 1. A, I G,0W lbs. 144' 168* 2 18' 10'DIA. UIA,745 tf,VC?e. 16,000 XL lbs. 168' ri $68, 238* 10'DIA — At 20,000 IbS, 168' 192* 255* 10 DIA Ej dg4 192' 192*1 M- 10'DtA.�A Q�n �C� �' 4.. -mit Nui �r S t, VALID%VITHMff RAZED SEAL - ----- 11ei c r1f I UrE f T Y(tr- 56-408298-001,002-1,,E Southeast District A STANDARD PILING;SRACIND Imm BOAT LIFTS,INC.IS C-12Lf MlfV CO;,U( NOT RESPONSIBLE FOR THE E---i vv, DOCK STRUCTURE OR ITS ABILITY RESIST THE APPLIED 5 K.:130 t i 1.901URE 3r,t -11 Ta_Sf',7+lq LOADS OF THE BOAT LIFT_ I iFTS,,I R THE SITE SHOULD BE 6 x 230 14 -1.1115 C:A. i 1)r)Ilifit VERIFIED BY A LICENSED 7 (44 21 x.160w 9 ga Ip-_IT MARINE CONTRACTOR. I-I:L Or FS-4 F; — APPLIED LOADS WILL BE B A 'Yj f 1 37 L U LA, PROVIDED UPON REQUEST. 10 W) 7 x,230 H - �.v 04, 1 9 0;liul- 'I y;H I I �1!6 51,A C 7,19 144 60 W 5,350',V LLII 37,5_1 7 2,8.14.2 )L -0 1 -,f' Xr 130)0 b x.230 H -)75 cv, 7 9 1)I(JUE 5 0 V) �fjl,Vql, 110 Is 7 141 2 x,160 V1 1!iJ L IFT-;I-,FT 9ga -LA 30- 16,000 11 230H10 0[UBE ('11ilp 5J 16 SS-'U 7A 19 2 xx.160 W 6x 410IN 29,vnqm 8 UZI 37�., 'w37,1j,% 304 2-38, 110 10 10 3,10.168 192 ifia I. Ur-Ts i--;FT ID..25011 1 2,-11!1 M. I 6,00r)XL 11 x.230H Nr t erqf, 0 1 up(: 5 11(,SS AC 0 13-- 1 a 10 3 x 10,192 192. 2 x 160 W ox 410W u 0a 2ell ?p 36 If-A I Lfiil S M f 20 000 12 .2 Gb H 12.,2W t I P.375 L)IA 1 910 TUBE 5116 SSAC/A 19 123 �fI`L L.,Q!t 2x 172W SIOV" I �(,.1 575 1 304 ;p rAr 12 10 3 x IDA 192 192 192 L tIFPj I?Ff .1 14 X.313 11 27,000 'r x .470 W !q 192 2x 313W 110, 7Xr.111p., �k-: '-P 7- G". li�16'S!i AC 7 A inns iF MM QUALITY -HOAT LIX-11— DWG- GOD 100 PUB fLb 5. 2020 17030 Al co Center FJ Ft Myer5. F. 339G7 Pho,ic,(1300)GG9 35,5 Fa--(239)454-864 1 PLATINUM WIRING SCHEMATIC r MINIMUM RECOMMENDED —` 120 / 24 V WIRE SIZE TABLE (AWG) MOTOR 1 COPPER MRE ONLY WXIMUM DISTANCE FROM SERVICE TO CONTROLLER U 1 UFT CAPACITY 75 FEET 150 FEET .300 FEET 400 FEET ! 14/5 SJTW CORD 3/4 hp \ 1 12/5 SJTW CORD 1 hp � TO VOLTS�1 oAT1 20 6 AT°01 TO 240 VOLTS 12 �1 18000if TO 270001 AT 240 VOLTS h I ,9 B ! �{ #i 4 t J ----� 14/5 SJTW CORD 3/4 hp AT 240 VOLTS 3z000g TO 54000� �c I � � d? #0� I 12 5 SJTW CORD 1 h \—� 8 f / P 120 / 240 V 2 MAN i PANE! 120 / 240 GFCI BREAKER REVERSING CONTACTO Permit Nun- ber � ! '56-408298-001,0 i2-EE ` 1 � p Southeast Di� trict Ali ? Sy I-•-REFER 10'STrANDA.RD PILING SPACING Cl-ART" -�-I 4'' �0 r 4'LvI $ MOTOR — --- ELE it l _- n CONTRA.;,!_ GUIDE POST ... {h10T SHOWN) Sw1TCF1 \ _,_ I { W%GFCI - �"OdD DOCK: \`j j-CARPETED I ' CCA TREATED ` 'r""MOOD BUNKS ` ! TO MAIN ' r---STATILESS PANEL_ OR ALUMINUM l STEEL CABLES , 4�TfH ! GFCI / ! BREAKER 7 ! 1r2'PVC P.T.WOODPILE ELE,jRl kL 3 1,1111 INTO ROCK) CONDUIT I l i !`I 8'MIN INTO SAND) I ----TT- r-� iii--.ill I f� I � iIii1=!iL ., __ C., i DESIGN CRITERIA 4� 2020 FLORIDA BUILDING CODE 7TH ED EXPOSURE CLASSIFICATION - D W cc Ir WIND LOAD BASIS ASCE 7, 2016 EDITION 15 BUILDING CLASSIFICATION-2 in BASIC WIND SPEED- 1�6 MPH ¢ m OPEN STRUCTURE U MEAN HEIGHT-5' 1: U a MATERIAL SPECIFICATIONS 1)THE FOLLOWING ARE MINIMUM SPECIFICATIONS, INCREASED PILE SIZE, z ETC.. IS APPROVED o 2) SUBSTRUCTURE A) PILING-8" MARINE. 2.5 CCA (SEE PLAN VIEW) m B)CROSS TIES 2"X 8", #2 GRADE , SYP, 40 ACQ STRINGERS-2"X 8" , #2-DOUBLE ON " O.C. z z GRADE, SYP , 40 ACQ OF 1V v¢i 3) DECKING A) 2" X 6"#1 PRESSURE TREATED LUMBER ' 4. (L 4) FASTENERS Z A)THRU BOLTS,ALL THREAD-5/8 304 STAINLESS WITH STAINLESS L I Q �a WASHERS AND NUTS Permit Number � fr B) INTERIOR STRINGERS TOE NAILED TO BENTS N G')DECK FASTENERS- 3"# 10 STAINLESS, SELF DRILLING, 2 PER DE K 0 Z BOARD/STRINGER\ j(,_4pg79H_Up1,002_r1Eui D) DECK SPACING TO BE .5 INCH BETWEEN DECK BOARDS. , �v INSTALLATION SPECIFICATIONS RT Southeast District THE PURPOSE OF THESE SPECIFICATIONS IS TO DEFINE UNIFORM C I 4 STRUCTION STANDARDS IN TERMS OF BOTH GEOMETRY ( LENGTH, W -OH, AND HEIGHT)AND CONSTRUCTION PRACTICE (MATERIALS USED AND ® Z HOW THEY ARE INSTALLED ). ®~ 1) SUBSTRUCTURE ® Z _ � o�' A)CROSS TIES- EXTENDED 3" BEYOND PILE CENTERLINE, NOT TO PROJECT BEYOND EXPOSED EDGE OF PILE B)STRINGERS -24" MAX CL TO CL IF 2X6 16" CL TO CL IF COMPOSITE. OVER- LAPPED AS NEEDED TO ENSURE END OF STRINGER PROJECTS PAST UNDER- LYING CROSS TIE MINIMUM 2", NOT TO EXTEND TO THE EXTENT THAT a STRINGERS OR DECK BOAlRES CRN7MPEDE-BOATS.—EXTERIOR-EDGE OF — — PILING SHALL BE A MINIMUM OF 2" OUTSIDE OF ANY CROSS TIE, STRINGER, OR DECK BOARD.EXTERIOR STRINGER TO BE DOUBLED WITH FLITCHED JOINT BETWEEN PILINGS AND BOLTED TO PILING FOR FLUSH APPEARANCE. 2)ATTACHMENT TO ADJACENT SEAWALL- DOCK STRUCTURES ARE TO NOT BE ATTACHED TO ADJACENT SEAWALLS