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Home My WebLink AboutEngineersc 5 1 r A I ITtu F•t i41 s! ' ►Project Location 4wvr Kt. I" `4 S LJ 't hr!I* I ' 13et..:.ry I' BMs -'.M• a —• n - �o„ wl O F E N 1, 4 E, !1 Luct. ;a 11r i+ Una � 1 ` : exl v Permit >, . mit Number y •a. .. I..u, a r e u n 56-176187-005, 006 -EE b Southeast District V M. ye ,A— SET H ERF y0 e� 11 Ai. 1:36.112 W ` 0 0.4 0.8 1.6 mi Z 3n Xl 0 0.5 1 2km 72 p� a `fir 130 S. Indian River Drive F _, J ug an Teresa Patterson Suite zoz �A R D EA Sheet 1 of 6 ,� Fort Pierce, FL 34950 �� 15 Crown Court September 2020 Environmental Consultants (772) 577-4141 Fort Pierce, FL 34949 e + � y v Permit Number Q i V 56 -176187 -005,006 -EE ti 0 p Southeast District y AR)J)EA 130 S. Indian River Dri WO zy D Suite 202 Environmental Gnt:iultanls Fort Pierce, FL 34950 (772) 577-4141 JE,# 72TNI'C pF W F�pR1 Road ��4. , �aed' rce,FL 34947Dougt�' to on 15 Crown ourt Fort Pierce, FL 34949 01 1:564 0.01 OM 0.02 m i I� I I I IT 0.01 OA1 OAJkm Sheet 2 of 6 September 2020 Proposed Work ! Project Site Existing 170 linear foot seawall, cap only to be replaced _.. .._.! MHWL MLWL 150' S' OF EjV t------ �,� R° Noseagrasses � i observed 9129/2020 i Proposed i i Boatlift y Permit Number > Proposed 750 SF dock P�L RE%y t - - - - - - - a r �` 56-176187-005, 006-EEju o v O p Southeast District y y � Z ►,We' p�' Residential Canal E. # �9+tPTE OF w ° a � V JL F -O P, W Not to scale, for permitting purposes only. Hartman 130 S. Indian River Drive Do793��`�Patterson SAA R D E A SuiForte 202 FL 34950 Crown ourSheet 3 of 6 15 CCourt Environmental Consultants (772) 577 4141 Fort Pierce, FL 34949 September 2020 Dock Thru Section SGL Bolts, Nut, Washers Proposed + 5/8" S.S. (304) w Nut Fully — Cap w Threaded @ Bents ?placemen� Ln 5 feet +/- PIF %" x 6" Lags 5/4" x 6" composite decking -_ - for Stringers w/ minimal plank spacing. - . Fasten w #10 3" SS (304) Screws, 2 per Stringer 2 x 8" P.T. SYP, 0.40 ACQ treated stringers. 2" x 8" P.T. SYP, 0.40 ACQ treated MHWL DBL bents Existing - .............. - - - - - -'- - -------- - MLWL Seawall — — — — — L - �� < Barren River Bottom Min. 9" Dia. 2.5 CCA Treated Piles with 6' minimum embedment in sand or 4' minimum if rock present Dock Plan View 3.5 feet +/- of ENI r y v Permit Number y r 56 -176187 -005,006 -EE r o p southeast District y ` A 7 >v 4'.�o♦ Y air>s- �_______ _____________-_____- Stringers 16" spacing max. Center Stringers tied down with 2" x 6" x 12" 0.40 treated pine w 2PC 3" SS Screws @ ea member K v RF - �Q NSE ®`° F, � r '7-24 5 7 ,� E OF '(RID i 4U � � is ['_•. NA. The work specified herein has been designed and all work shall be in accordance with the 2017 Florida Building Not to scale, for permitting purposes only Code (6thEd.).All codes reference herein are per the latest adopted edition. 130 S. Indian River Drive Doug and Teresa Patterson �,�),ARDEA Suite 202 Sheet 4 of 6 Fort Pierce, FL 34950 15 Crown Court September 2020 d Environmental Consultants (772) 577-4141 Fort Pierce, FL 34949 12" x 20" Concrete Cap w (4) #5, 60 KSI Rebar continuous w 18" Overlap Existing Wall to Remain #3 Ties, 24" O.C., 3" from outside edge of concrete Seawall Details Existing Tieback System to be left in place and reused Existing Anchor to be left in place and reused #3 Stirrup Not to scale, for permitting purposes only 130 S. Indian River Drive �A RD EFort eP?erce FL 34950 Environmental Consultants V _ (772) 577-4141 The work specified herein has been designed and all work shall be in accordance with the 2017 Florida Building Code (6th Ed.). All codes reference herein ape -per the latest adopted edition. SE 77451 STATE",OF Concrete Cap & Deadman Poured �J FLORIDA onsite w 5000 PSI Concrete i4 an road E Uit' 34947 G \," chamfer ' exposed edi OF ENV rf56-176187-005, o�,�rmit Number >r 006 -EE robOtheast District r d 0 ?v y0 3,LYd9, Doug and Teresa Patterson 15 Crown Court Fort Pierce, FL 34949 Sheet 5 of 6 September 2020 8, �o I v ♦ 24" v CY O of N X � #3 Stirrup Not to scale, for permitting purposes only 130 S. Indian River Drive �A RD EFort eP?erce FL 34950 Environmental Consultants V _ (772) 577-4141 The work specified herein has been designed and all work shall be in accordance with the 2017 Florida Building Code (6th Ed.). All codes reference herein ape -per the latest adopted edition. SE 77451 STATE",OF Concrete Cap & Deadman Poured �J FLORIDA onsite w 5000 PSI Concrete i4 an road E Uit' 34947 G \," chamfer ' exposed edi OF ENV rf56-176187-005, o�,�rmit Number >r 006 -EE robOtheast District r d 0 ?v y0 3,LYd9, Doug and Teresa Patterson 15 Crown Court Fort Pierce, FL 34949 Sheet 5 of 6 September 2020 rlla dLsw RFtKW *OAT LIFT TOP CARRIER REAMS AND AfOWOK ORACRCIS COAWLY WN IVAD LOAD R100WEMEJIIS OF INC VN FoaMoV 0 CODE, PIN ASCE17-f0, ANDriORIDAURDIPCRNOCSIGN LOAD RCOUIRCMENTS of TNI 7o15 COI PION AI UMINUAL ASSOCIA rIONS'S AtUMINUM DESIOH MANIIAI. BEAMS AND MOUNTING ORACIlEtS AYSTAIIED PCR Nr-FIW AVIIAVCDONS flltt rxM0 V07MATE OtW" WAV SPEED OF IMI Mf'N (CXPO-VA[ CAVOWWY C Dif bJ IiflA M AIDC t0 tK REMOfD TRDN Brio r I fr rT PRIOR M A MAJOR WHm ( VIM 7. Mfaw P INR PENCTRAWN 70 Of IO° )NIO INC SAND OOITOM OR V AMM ROC( SIRAM. 5UW--SU1WACF CONDITIONS CAN VARY GN[AltY, rHE CONINAVOR THAI( VERWY Att PRE CAPAGrws ID CALIPLY Ar IN MC 2017. At PfCQ= TO OE 10" MINIMUM DIAMEWR 7.5 C. C.A PRESSURE 7REA rro WOOD, "r-SIRCSSED CONCRFTF 00 COMPARAB(C EO(/f YAICNI Clff I16r�k Aywfm. Ci` (i r:nfil " 1 he FIFr1W UDIOR 7 HP EL[ctRlc MD rM - - A►aPs O 1 f SV EALrI - - MMS O 115Y rACH L 4 AlAP5 O l.WY LACN 12.4 AMPS O 330V FACH MM RArf!. M4 10W W'AIIS5RA a� __ m -- t of RN 1, V 4 APermit Number r 56-176187-005, 006 -EE o Southeast District 1 O / �d ao — \aavae, WIr ro Ery :r„aF 7iUS CERWVD FWAVCERED CRAW YO HAS PtZN Pfr[PAR[V SPEC AJ I Y I'(* (15[ tMY Y a Y b 'aa.$............. a,.. ul..! o F 1 •, O O N O 7 1. I+ 4 HQ 4MM • A A V 0 my 14 f•uf��af�fa•" �� KOOLR O!d[7f Pt. /A7 A7ii5 MCR PRMSSION4 INC*,. CA Na MW7 )Ot A Ar ~ Agr S nW r, 01 31994 PILING MOUNT/NC TAB` M)MM M (1) J/O^ D(A 55 tAG POI TS FDk wo00 Paine OR CONCRETE ANCRORS FOR CONCRErE PILINGS PCR PWAIG REOU(MMUINIMUM C7) J/e• PHA. SS CARRIACC dol 1 FOR AIIACH*G MOYAMMG fAd 10 W? REOVIRED PCR P111NC, Mf"IiNTING TAR CONStRUCIYD I-nOM fit' k 7' ALUMINUM 6.",I TA rlAr PAR ta. G£A crll ' "rM�=- 20.000(ri i ((1 r', ANv ArARaNF wtODLx_IISrcAR Dmv£ x2 BoA7 tit r (zo17 F00 pNI RCF, ROAD �t-+!�rcwr waExcE r( J4901 P HW- SCALE. NIS OAr[- !/i/Is RPV; I `—'�'r 7-8DD-S/�-07J3 w*w hi-Nd2com TARDEA 130 S. Indian River Drive Doug and Teresa Patterson Suite zOz Sheet 6 of 6 / Fort Pierce, FL 34950 15 Crown Court September 2020 Environmental Consultant (772) 577-4141 Fort Pierce, FL 34949 Lo_. — ENGINEERING REVIEW: BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE, PER ASCE 7-10, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATIONS'S ALUMINUM DESIGN MANUAL, BEAMS AND MOUNTING BRACK! INSTALLED PER HI -TIDE INSTRUCTIONS EXCEED ULTIMATE DESIGN WIND SPEED 180 MPH (EXPOSURE CATEGORY C Of BOATS ARE TO BE REMOVED FROM BO LIFTS PRIOR TO A MAJOR W ND EVEN PILI PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO ROCK STRATA, SUB -SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH FBC 2017. ALL PILINGS TO BE 10" MIN/MUM DIAMETER 2.5 C. C. A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL REVIEW. X2 EL 1 HP ELECTRIC MOTOR 2 HP -- AMPS ® 115V EACH -- A. 6.4 AMPS ® 23OV EACH 12.4 f QUANTITY.- 2 QUAN TOTAL WATTS: 2944 TOTAL Digitally signed by Roger M BABER DN: c=US, o=Sustainable Earth 44'�L Am'eclL Engineers dba MCR Engineers, oger Baber, P.E. ou=A0141OD0000017183ADA33 C00001 860, cn=Roger M BABER Dat°e:,4020.090&1429:21 -04'00' 1 m ® °0 O� �CeNs�® N0.43855 STATE OF 4f � o F4 O R 1 O P 0\? o°°o °00.610 8cO N 1, 0000090060 ROGER BABER P.E. NO. 43855 PROFESSIONAL ENGINEERING C.A. NO. 26967 1014 NE PINELAKE DR. STUART, FL 34994 ►�eez,r•1��.�rri.•re�r r.� IUM (2) 3/8" DIA. SS LAG "S FOR WOOD PILING OR 'ONCRETE ANCHORS FOR 'RETE PILINGS PER PILING 11RED.M/N/MUM (2) 3/8" SS CARRIAGE BOLT FOR CHING MOUNTING TAB TO REQUIRED PER PILING. VTING TAB CONSTRUCTED FROM 1/4" X 2" ALUMINUM 6061 - T6 FLA T BAR. IZ PW aWE POLES 4 11 GIAOE PORE MACKEIS 4 10 BRAd(EIS HARDWARE 4 20,000 LB. GEAR DRIVE & nr BOATLIFTS AND MARINE PRODUCTS 8 ALLiIMLW BUMIS 0B GBPETEO WW WWS 1 B L07EABEAM AS 1 PflRlC YWNTMG TABS /f REQNRED B 6 ASSftY WNT cCV?Y?1 AssEueLr 4""GP M SVEA'" 'r 1 GEAR DRIVE X2 BOAT LIFT (2017 FBC) 4050 SELVITZ ROAD S 5 16 XAU e��c FWE SB4 FFORT C/JnL// PIERCE, FL 34981 GMnW�� ON X"2 u z R. HYDE SCALE. NTS DATE 4/17/20 REV. 1 1-800-544-0735 www.hi-tide.com OESLN07HM 0T