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HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT# 1 I OF) ©rl v v RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING& CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 J U L 12 2019 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISION �-r' Lucie County, Permitting PROJECT INFORMATION SCANNED LOCATION/SITE BY ADDRESS: egos- St. Lucie County 93 QUEENS RD - FLEMING PERMIT #-0708 DETAILED DESCRIPTION OF PROJECT'S ADDITIONAL WORK REQUESTED: REMOVE AND REPLACE SUBSTRUCTURE & DECKING OF EXISITNG 364 SQ. FOOT DOCK ( SAME LAYOUT / FOOT PRINT) CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCC # 131151026 ST. LUCIE CO CERT. #: 29115 BUSINESSNAME: WILCO CONSTRUCTION INC. QUALIFIERS NAME: ROBERT WILLIAMS ADDRESS: 10751 ORANGE AVE CITY: FORT PIERCE STATE: FL ZIP: 34945 PHONE (DAYTIME): 772-460-6928 FAX: 772-460-6929 OWNERIBUILDER INFORMATION: NAME: AL FLEMING ADDRESS: 93 OUEENS RD CITY: FORT PIERCE STATE: FL ZIP: 34949 PHONE (DAYTIME: 321-720-4341 FAX: N/A ARCHITECT/ENGINEER INFORMATION: NAME: DANIEL PAUL RETHERFORD ADDRESS: 1402 HARTMAN ROAD CITY: FORT PIERCE STATE: FL ZIP: 34947 PHONE (DAYTIME): 77-294-9828 FAX: N/A SLCCC.• 9/23/09 Revised 06130117 O o� Proposed Work: • Dock Portion Removal 60 sf • Dock Addition 18 sf • Relocate boatlift • Remove/replace piling Remove 5' x 12' A i portion V09 tQ4t x i `, goa of � b a = New/replacement piling ( .5 RECNtyV - y� LL :5 53 JUL 12 2019 0CQ cc �d S'- CRO'5i ej0&C1 1 ST• Lucie County, Perry wO?m� > U LU CZ LU Proposed 18 siX-� --- �� wedge addition: V Existing Slip gG i i 4' Existing 94' Seawall (Total 134' Seawall) Not to scale, , �!tt�a�ertcra, , sr t rr,yy c,� nan RoadgK;' FL 34 Mrrni tl.ng;:purposes only "i,�gl:iit` AR D EA 130 s. Indian River Drive AI Fleming Suite 202 Fort Pierce, FL 34950 93 Queens Road Envi►onnwntd Confullanm (772) 577-4141 Hutchinson Island, FL 34949 Dock Access Section Thru 0 SGL Bolts, Nut, Washers 5/8"S.S.(304)wNut Fully — Threaded @ Bents 3 feet+/- � 2"x6"Tropical gl Decking M•ra•tae: w/ minimal plank spacing. r - for 'Wagers Fasten w #10 3" SS (304) Screws, 2 per Stringer 2" x B" P.T. SYP, 0.40 ACQtreated stringers. 2" x 10" P.T. SYP, 0.40 ACQtreated _._._._.__._._._._.__..___M.— - DBL bents ` Barren River Bottom Min. 9" Dia. with 6' mini Dock Access Plan View 3 feet +/- ■ 1 , , wME 1 III 1 IIIIIIIIIIIIIIIIIf1 — — llllllllllllllllllllllil — — I 1 1 1 1 --- 1 1 1 1 1 Illlllllllllllllil — — 1111111111111111111 — IIIIIIIIIIIIIIIIII, IIIIIIIIIIIIII■ � Illlllllllllllllil Illlllllllllllllil — — W p Emil, a�sspp �® ®i / spacing max. sparing mar. rN 1 Center Stringers tied down with 2" x 4" x 12" 0.40 treated pine w 2PC 3" SS Screws @ ea member n., t7 N a ..a,ahfei;rsaur rcavrarTora�•rft IVY Code: FBC 20170 ADD/FRC 2017/ASCE 7-10 Illulll Illulll : P E..:b �t� Wind Speed: 170 MPH, 3 Second Gust Exposure "D" 'ram' ,� ,•L' tm; _ L Importance Factor: 1.0 Hartman Road n;j Internal Pressure Coeff.: 0.00 Not to scale for perm in�$estonl Height: <10 Ft. Mean y A R D EA 130 S. Indian River Drive q Fleming Suite 202 </ 4hi Fort Pierce, FL 34950 93 C2iieens Road Environmental Consultants a (772) 577-4141 Hutchinson Island, FL 34949 rsn•f, tn�faarm aueuat 13, 2018' ARDEA Environmental -Consultants 130 S. Indian River Drive Suite 202 Fort Pierce, FL 34950 (772)577-4141 {Mltlfl Pha( 1402 Fort AD t14 ;ST Lucie County,.Perml v= F } Al Cn I t I -.4 ® rn ��.ry r W o ® M s. vd°�e4p�lyfl� �Ue¢na Cova yij (t � � 'm n® IC Project Site +\-`.c `P1 ILI 1 r 1 ,\ \\\\9Ei&616s NO 1 J,$A Al? y Clnnnubin LMJ`" � nrd, , 0 0.725 OAS 0.9M 0 0.11' 07 1A1m' :,°�//I jl9rL%%\il' IFlle I Sheet lof6 �3 hueens Road February 20, 2019 Hutchinson Island, FL 34949 February 19, 2019 UJ Cadasba12017(Pioperty Appm1ior Percols)=Public.Now n River A R D EA130 S. Suite Fort Pi02 ea rive FL 349 0 Environmental Consult�nt�s (772) 577-4141 V P.E. # 7245 - - j0 0.01 0.01 L�$� 1402 Hartman'Road:;t-,31 d ; Fort PlerAl f " g7r7i'ci T�1` 93 Queens Rl rr oadlfl Hutchinson Island, FL 34949 ia: l Cn (i am m Mo<_ om nMXIN n '0 .>0 1m� ------------- Existing Slip 5' E ARDA Environmental Consultants 130 S. Indian River Drive Suite 202 Fort Pierce, FL 34950 (772) 577-4141 =N] Residential Canal N g 2 E ----------------------------------------• Existing Slip 80' Existing 424 square foot dock 0 3 q' N ranges pro ose 6 Existitng angrove Mixed Fringe (red/w ne) — no changes propose ® w imenr IF Existing 94SAawail� ,- �b0 J (Total ig '-Seawa�.i 5" - zz �_ Z Z -� a t Daniel Paui R ie_ otd, P.E. # 72451IF n-..r h. ;I;QfQseale, for permitting purposes only Al Fleming sheet 3 of 6 93 Queens Road February 20, 2019 Hutchinson Island, FL 34949 Proposed Work: • Dock Portion Removal 60 sf • Dock Addition 18 sf • Relocate boatlift Residential Canal 0 • Remove/replace piling ®m d 0 0®�® Q' On Remove 5' x 12' ai Proposed 18 sf ® < ' �-�'- -'� ! portion , ------------------------- ------- wedge addition' i 5e6 I eOpE \� t Existing Slip B� 3' 68 a ;.. m 382 square foot dock (total with proposed modifications) _ c 3 `y'�4 •,'r'' 4' a6t, Existing Mangrov�xetsxeMaclxate5dtFnxn.g'e� (red/,w�ilte) — no changes,p[opose 6 E'Mi ig�Mangrove M,xed Fringertred/�white)� changes propose w w h�";hfbti^.2sAnRSi�Kmi>wY.��.3i� ino ib ss^:"tr,+rms'sn wxiYakeh:f`,�id wshF�.�x"8'�$ , la4II►;��, If Existing y�t�L � . (Total 1 4;Sbawall�-- ,�:•�� = New/replacement piling —� anel aul- p E!# 2451�> sa Q o r;%>•.,,.N'ot,tb scale, for permitting purposes only r HartmanKoao',-"'u '�' \',.• S130 S. uite2ndianRiverDrive Plaroe,FL3494 1/fj,Al,Fleming � suite 2oz Sheet 4 of 6 Fort Pierce, FL 34950 93 Queens Road February 20, 2019 Environmanf•I Consultant'. (772) 577-4141 Hutchinson Island, FL 34949 Dock Access Section Thru M e9 0 % ® ® � r•r r•r• 0 SGL Bolts, Nut, Washers 5/8" S.S. (304) w Nut Fully — Threaded @ Bents 3 feet +/- � 2" x 6"Tropical pl Decking x'.s'wes w/ minimal plank spacing. _ ro15[„^ en Fasten s, 2 per SS (304) ger � R\e Screws, 2 per Stringer 2' x 8" P.T. SVP, 0.40 ACQ treated stringers. 2" x 10" P.T. SVP, 0.40 ACC. treated _........................._._MHW_ LDBL bents \ Barren River Bottom Dock Access Plan View 3 feet +/- �, , 111 ■II II■ 11■. ■tll � W ill■ 11■ • Min. 9" Dia. 2.5 CCA with 6' minla� Not to scale. for De A R D EA130 S. Indian SuiteFort PieDr?e, FLrive 349 D r4 Env'Ironm¢nfal •Consult- ants (772) 577-4141 P.E. # 9 � n N Center Stringers tied down with 2"x4"x12" 0.40 treated pine 2PC 3" SS Screws @ ea member Design Windload Information rfC' d ; 'r : Code: FBC 2017 0 ADD/FRC 2017/ASCE 7-10 C)4✓ ' =" Wind Speed: 170 MPH, 3 Second Gust Exposure "D" ti. Importance Factor: 1.0 3........Internal Pressure Coeff.:0.00 lak- ' IBA'�('fCA C'l1n IV Height: <SO Ft. Mean Al Fleming 93 Queens Road Hutchinson Island, FL 34949 Sheet 5 of 6 February 20, 2019 90P BOAT 4 IOP.CARRf£R DEANS AND MOUMVINC BRACRCTS.COMPLY WIN WIND LOAD RiOUIRCUCNTS Or TNC STR rDIRON r2OW) n0A1DA BUILWHO CCOL, PER ASCC r-/0. NM PCR OCSCN LOAD ACOUIREUENTS Or TNC 2013 rwrion-ALUUINUN ASSOCIAnOWS ALUMINUM OCSIGN MANUAL, 'BCAUS AND MOUNTING OR;10(fiS YISTALLM PER fU-TSIC LYSMUCT,CNS. WL CAT.'CLD IRONAU "=V B SPUD Or IBO WN ((JPOSURr CATCGORY C OR 0) BOATS AAC rD BC RLUO W FROM COAT LM PMM rD A MAN 1074D LYD?. 1/2 w IICCROC MOM? " A105 O If7V EACH 4.4 AWS 0230Y LAW OVANW. 2 TOTAL WATTS 2021 9flAN�fLD�D1GP'RRFO ORAIM40 RAS BUT' FRCPARLD SaCWAur roe Nsr GVLr or P.i r NO RAHR NO AJHSS 04 PAO75'S . 019MIOM0 CA NO. MJ!) 1014AW1. j'"a t �STUAer, R JIR9M 9,000 LB. CODA GEAR [Zug WA Wn AMMARNMEUMRo"MBOAT LIFT (20)7 FBC 3'", iR= "rt 34981 R.NID£ MUD MS DAM 1/J/HB REN 1 ,T-800-311-07.I5 AWh"ADVCM A R D EA 130 S. Indian River Drive Suite 202 Fort Pierce, FL 34950 Environmental Consultant (772) 577-4141 Al Fleming 93 Queens Road Hutchinson Island, FL 34949 Sheet 6 of 6 February 20, 2019