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HomeMy WebLinkAboutSurvey.. "�tJG LY-ii . . IDS15@' _ _._..._•..`r ... _. _, _ _ InN IJIt'cfe[,a 7. <,lt , �' �tgwlycmi. a•• .•, II `j.yt M ((��;' trio Ul• g .• - Tt 'LGfh - a: }//,, p I Cc Ir8 , r: T rs o.p ` .I "S��• t - _ 1- ,. „GCS I I •, i _ Project Location S . �� rk r J I � '•4 /� - � o ' 4 o Permit Number o Z ` 1 ;36'j 12 56-225747-002-EE Dan! I 8.o t [ 1', 1 ITII T t nr o p Southeast District y P.E. ' 1 3S�I2Jh 0. �0.5. . 1 :2km• ro Y �© " �o a°� -Mr-Ud 1402 @cart .. d '7 6 Ue, irb4w A RDEA 130 S. Indian River Drive Suite 202 Harold Whitehead RE IEWS FOR 126 queen Bess Court Environmental Consult�arits Fort Pierce, FL34950 Pierce, CODE COMPLIANCE (772) 577-4141 Fort FL 34949 ST. NUCIE C®IJNTI( 1=11 P linov .w. Existing 165 LF seawall to remain ITO Existing 210 SF dock to be redecked extended �.. -.11 - .. �i 'J p ] X.& Residential Canal Waterbody Width = 460" Existing Conditions/Proposed Work Existing 210 SF dock to beredecked Existing 165 LF seawall to remain Shoreline =165 LF 6' Proposed 168 SF dock extension TOTAL PROPOSED DOCK SIZE = 378 SF 6' 6posed Boatlift 10' min. MHWL/MLWL 01 Raw °* 3 ;`` \ Subject Pro boo w Permit Number 7P •\. q r \ 56-225747-002-EE „ `•.\ S� i m e c \ = Southeast District y '•\ d ; Dani .1 Ai 1 ' �y �� i °�, d ao y P.E. " 2 ,51 3:Lb1S a i °�SStZL' •jON 402 .1 an r\99W.93lj O � Not to scale for permittingpurposes on Fort Fi_34347 a 130 S. Indian River Drive d Harold Whitehel� inn RDEA suite Pierce, 126 Queen Bess Court sheet 3 2 5 Fort Pierce, FL 34950 May 2021 �` Environmen#al Consultant �772) 577-4141 Fort Pierce, FL 34949 Dock Access Section Thru Dock Access Plan View 6 feet +/- SGL Bolts, Nut, Washers 5/8" S.S. (304) w Nut Fully Threaded @ Bents 6 feet +/- 5/4" x 6" composite decking A" x 6" lags w/ minimal plank spacing. for stringers Fasten w #10 3" SS (304) Screws, 2 per Stringer iga.-,. , 2" x 8" P.T. SYP, 0.40 CCA treated stringers. 2" x 8" P.T. SYP, 0.40 CCA treated =. -�-•-�-�-�-�-�-•-•-•-•-•-�- MHWL . -:..-�-.MIWL DBL bents Existing : ....... . _ Seawall............... �4 50. u �� [_ :: - --- -- --____--- ------------- _____________ -- -- ++ _- ____ - _ - _____________ __ __ ___ _-_ K -v n N Stringers 16" U F s PT �� ,.L.ti.•..1.ti.ti.'..1.L.ti.ti• ti••..•..1.ti....ti.ti.•.°'1 spacing max. �o r•r•r.r•r•r•r•r•r•r•r•1 r•r•r•r•r•r•r•r•r•r• �ti•1•ti•ti-ti•ti••.•ti•-.•ti•ti•ti• Barren River Bottom °••ti•�•�•�•�•ti•�•�•+ •r • r•r.r•r•r r•r•r•r•r•r•1 r•r r•r•r•r•r•r•r•r• Center Stringers tied down with �. �•1••..'L ti.L. ti.L.ti.•.••.. L. ...:,.•.•ti. ti.ti.L.'L.ti.S .r— - r•r•r•}•r r•r•r•r•r•r•r•r.r•�.r•r•r rr•r r•r•r•r•r•r•r.r• tl� Z" X 4" X 12" 0.40 treated pine w C (+ L••.•ti• •.. ti..�•1.L.L.ti.ti.4••..L.ti•R.L•L.•i1i5.:y:L:tiitii5..•.•1.5..1.5..ti.ti•L.L•5 .. a Min. 9" Dia. 2.5 0 j 2PC 3" SS Screws @ ea member o Permit Number r. with 5' mini u dment in 56-225747-002-EE 4' if ock esent ' m p Southeast District y l Y ? The kspecified herein has been designed and all work shall be in a �y ° D�i9iea �a�i 6t� r:3, acco c with the 2020 FBC- 7th Edition. All codes referenced herein r ND a� P.E. r�45'i �� 31d1� are p r th latest adopted edition, unless otherwise noted. sates- TSt7ZL *ON Desi loa stomeet 2020FBC-7thEdition 3SN3:)Ii Win as per ANSI/ASCE 7-16 Not to scale, for permitting . 73 Sp = 70 MPH Exposure = D Importance Factor =1.0 130 S. Indian River Drive `{ Suite zoz ?��Yarp ehead RDEA 1Sheet 4 of 5 Fort Pierce FL 34950 26 Queen Bess Court 2021 ,;� Environ[rtental'Conslultan#s (772) 577-4141 Fort Pierce, FL 34949 May ENGINEERING RENEW.• BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE, PER ASCE 7-16, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATION'S ALUMINUM DESIGN MANUAL. BEAMS AND MOUNTING BRACKETS INSTALLED PER HI-71DE INSTRUCTIONS WILL EXCEED ULTIMATE DESIGN WIND SPEED OF 200 MPH (EXPOSURE .CATEGORY C OR O) BOATS ARE TO BE REMOVED FROM BOAT LIFTS PRIOR TO A MAJOR NAND EVENT. PILINGS.' 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 2020 FBC. ALL .PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL RENEW.• $t3/4 HP ELECTRIC MOTOR (,96'12205A747-002-EE 10.8 AMPS ® 115V EACH 5.4 AMPS m 230V EACH QUANTITY: 2 TOTAL WATTS. 2464 Perm Digitally signed by Roger d M BABER ''i .DN: c=US, o=Sustainable i Earth Engineers dba MCR ��,,•• Engineers, /R 6u=AO1410D000001718 ogcr Bab°r. P.E. _ 3ADA3300001860, ` cn=Roger'M BABER M Date: 2021.02. 08 0 ° R 13:03:20-05'00' O O E ° O V F F °44 3 e e°ie4t°'QQ °O3N. STATE OF 854 ow °e e O N A............ NOTE TO EXAMINER: THIS CER77FIED ENGINEERED DRAWING HAS BEEN PREPARED SPECIFICALLY FOR USE ONLY BY: WILCO CONST. ROGER SABER P.E. NO. 43855 MCR PROFESSIONAL ENGINEERING 2430 NE DIXIE HWY JENSEN BEACH, FL 34957 PILING MOUNTING TABS MINIMUM (2) 3/8- DIA. SS LAG BOLTS FOR WOOD PILING OR SS CONCRETE ANCHORS FOR CONCRETE PILINGS PER PILING REQUIRED. MINIMUM (2) 3/8" DIA. SS CARRIAGE BOLT FOR ATTACHING MOUNTING TAB TO LIFT REQUIRED PER PILING. MOUNTING TAB CONSTRUCTED FROM 1/4- X 2- ALUMINUM 6061—P6 FLAT BAR. 6 p Southeast District ° ��.�m o o?r I 12,000 LB. CODA GEAR �`Io �o�� BOA RIFTS AND MARINE PRODUCTS 4050 SELVITZ ROAD o °, 6 Y0 A ° ' S BOAT LIFT (2020 FBC% 'tod , FORT PIERCE, FL 34981 .�. a > t v 1 e' R. HYDE SCALE: -NTS DATE: 1/4/21 REV.. r 1-800-544-0735 www.hi-tide.com �nw S. Indian River Drive Harold Whitehead A RDEA' suite 202 Suite Sheet 5 of 5 126 Queen Bess Court Fort Pierce, FL 34950 May 2021 Environmental Consultants _�• (772) 577-4141 Fort Pierce, FL 34949 ENGINEERING REVIEW: BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE, PER ASCE 7-16, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATInN'c ALUMINUM DESIGN MAN BEAMS AND MOUNTING BRAC INSTALLED PER HI —TIDE INSTRUCTION,' EXCEED ULTIMATE DESIGN WIND SPE 200 MPH (EXPOSURE CATEGORY C BOATS ARE TO BE REMOVED FROM 1 LIFTS PRIOR TO A MAJOR WIND EV PILINGS: 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 2020 FBC. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C. C. A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL REVIEW. 3/4 HP ELECTRIC MOTOR 10.8 AMPS @ 115V EACH 5.4 AMPS @ 230V EACH QUANTITY: 2 TOTAL WATTS: 2484 PYC GU/OE POPES 4 /DE POLE BRACKE75 4 BUNKBRACKETS W HARDWAREALUM/NUM BUNKS GR CARPETEDUFIER BEAM ASSEMBLY 2 P/LNG MOUNBNG TABS /FRR/ER [1.2 ASSEMBLYRIGHT TOP CARRIER ASSEMBLY 1 4' ALUMINUM SHEAVE 4 6 X J0 SSAC TYP£4 J 4HP 55MS. 2 GEAR DRIVE L BOX 2 DESCR/PDON OT NOTE TO EXAMINER: THIS CER77FIED ENGINEERED DRAWING HAS BEEN PREPARED SPECIFICALLY FOR USE ONLY BY' °°°ppp0ao0oo0a Op OpOpppO ° �y VL M e •Q oOOoo G C E ly s 6 °oo O NO.43855 DV D miAv. 04 2 STATE OF 41 0' O AfAN o It' oleo s � 4 O R I 0 0 oOoOo S°p0O RD A oa° ROGER BABER P.E. NO. 4J855 CR PROFESSIONAL ENGINEERING 2430 NE DIXIE HWY JENSEN BEACH, FL 34957 ING MOUNTING TABS 'MUM (2) 3/8- DIA. SS LAG TS FOR WOOD PILING OR CONCRETE ANCHORS FOR 'CRETE PILINGS PER PILING )UIRED.MINIMUM (2) 318" SS CARRIAGE BOLT FOR n I I'ACHING MOUNTING TAB TO LIFT REQUIRED PER PILING. MOUNTING TAB CONSTRUCTED FROM 114" X 2"" ALUMINUM 6 0 6 1- T 6 F L A T B A R. Y 12,000 LB. CODA GEAR � LBOATLIFTS AND MARINE PRODUCTS Iff BOAT LIFT (2020 FBC) _T 7 4050 SELVITZ ROAD FORT PIERCE, FL J4981 R. HYDE SCALE. NTS DATE 114121 REV: 1 1-800-544-0735 www.hi-tide.com