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Home My WebLink AboutRevisions (2) OFFICE USE ONLY: DATE FILED: l� " D[ ' �y PERMIT# 2104-0180 REVISION FEE: �(L / RECEIPT# PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE , FORT PIERCE,FL 34982-5 5 ` (772)462-1553 APPLICATION FOR BUILDING PERMIT VI PROJECT INFORMATION LOCATION/SITE ADDRESS: 151 NE Naranja Ave. Port St.Lucie,FL 34983 ALL (;",JPY _ DETAILED DESCRIPTION OF PROJECT REVISIONS: Revise north end of seawall to cantilever,and set back distance of first tie-back from the corner of the no wall. Change setback of dock from 25'to 37'from property line.Correct washer and nut size on tie backs. Change dock decking from PT to sure-step. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: OVVNER/BUILDER INFORMATION: NAME: Jeff&Natalie Klaas ADDRESS:151 NE Naranja Ave. CITY: Port St.Lucie STATE: FL ZIP: 34983 PHONE(DAYTIME: 772-214 4s1s FAX: ARCHITECT/ENGINEER INFORMATION: NAME: DLS Enviommental Services,Inc. ADDRESS: 1901 SW Yellowtail Avenue CITY: Port St.Lucie STATE: FL ZIP; 34953 PHONE(DAYTIME): 772-215-3997 FAX: 772-879-4520 SLCCC: 9123109 FjECElVED Revised 06130/17 N 2 $ 2021 St.Lucie Counts,+ Pflrmittln� 2l NORTH FORK ST.LUCIE RIVER c co ,IJ' WATERBODY WIDTH 215' 16't CANTALIVERED RETURN(NO TIE BACKS) n, SHEET PANEL 70%BURIED(MIN)130%EXPOSED(MAX) PROPOSED 12't X 12't V X 10'DOCK BOAT LIFT AT LOWER ELEVATION I i FILE �� ®�� NEW SEAWALL WITH 12'(MIN)TIE BACKS @ 6'O.C.(TYP.) 1 i I AND 8"0 X 4'PILING DEADMEN 1 (SEE SHEET 2 AND 3 FOR DETAILS) I I I Jf i —25,I I I I 37't I 4 1 40' —25'--4--IUj z I MARGINAL DOCK I J I I I I Q 8't RETURN XI I n I I 26 3' 20' St 1 la al I I lir CL al I I 1X 1 zl I ATW�AL i R. R SHORELINE LENGTH 148't -'NOTES"* PROPOSED WORK IS TO CONSTRUCT 148t L.F.OF SEAWALL PLUS(1)8'RETURN AND(1)16't RETURN,CONSTRUCT A 990 SQ.FT.DOCK, AND INSTALL A BOAT LIFT(BOAT LIFT BY OTHERS) NEW SEAWALL TO BE CONSTRUCTED 18"IN FRONT OF EXISTING SEAWALL -DECK DESIGN LOADS TO MEET 2020 FBC-7-EDITION: WIND LOAD AS PER ANSI/ASCE 7-16 SPEED=170 MPH EXPOSURE=D IMPORTANCE FACTOR=1.0 0' 15' 30' ALL DOCK PILES 8"0 PILES-MIN.PENETRATION 6'INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY GRAPHIC SCALE ALL BOAT LIFT PILES TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OVERALL PLAN VIEW Paul Welch, Inca - Environmental 1984 SW Biltmore;StMet, 4 Jeffery&Natalie Klaas Port St..Lucie, FL 34984 ]QS . Services, Inc. 161 N Naranja Avenue _ 1901 SW Yellowtail Avenue Port Saint Lucie,FL 34953 port St Lucie,Florida 2 5 2�2y1_•- PCN#3419-530-0191-000-8 Paul Welch;.PE No. 29945, Phone:772-215.3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SOAVE: MARCH 2O21_' 1"=30' REVISED JUNE 202' SHEET 1 of 7 2"X 6"X 18"P.T.WOOD CAP 1/2"HDG OR SS THRU BOLT SPACING 2'O.C.OR AS NECESSARY FILE p�TO AVOID RODS 2'MIN �CISTING GRpOE VARIES 4.5'-5' 10, 2"0 FLAT WASHER, MHW 1"0 HEX NUT SUBSTRATE 8"0 X 4'(MIN.) P.T.PILING DEADMEN 5/8"0 HDG OR SS RODS X 12'(MIN)@ 6'O.C.(TYP.) — WELL GRADED SANDY BACKFILL ONLY 2"X 8"P.T.CONTINIOUS WALE BEAM (2)2"X 8"P.T.CONTINIOUS WALE BEAM (SEAMS OVERLAP) EXISTING SEAWALL VANGUARD SHEET PILE X 10' 0' 1.5' 3' "'NOTES- -ALL TIE RODS 518"0 HDG OR SS(GRADE 304 OR BETTER) X 12'(MIN) GRAPHIC SCALE.. -ALL HARDWARE H.D.GALV.OR SS(GRADE 304 OR BETTER) TYPICAL SEAWALL Paul Welch,-Inc- Environmental CROSS-SECTION VIEW 1984"SW Biltmore,Street,# ` Jeffery& Natalie Klaas Port_St. Lucie;FL:349$4 Inc.Services, I 151 N Naranja Avenueq_S _ 4-UN 2 ,5_-2021_- 1961 SW Yellowtail Avenue - Port Saint Lucie,FL 34953 Port St Lucie, Florida PCN#3419-530-0191-000-8 Paul Welch,_PE No. 29945 = Phone:772-215-3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SCALE: MARCH 2O21 1"=3' REVISED JUNE 2021 SHEET 2 of 7 VANGUARD SHEET PILE R L E COPY 2"X 8"P.T.CONTINIOUS WALE BEAM (2)2"X 8"P.T.CONTINIOUS WALE BEAM 2"X 6"X 18"P.T.WOOD CAP (SEAMS OVERLAP) 1/2"HDG OR SS THRU BOLT SPACING 2'O.C.OR AS NECESSARY TO AVOID RODS Ilk 5/8'0 HDG OR SS RODS X 12'(MIN) @ 6'O.C.(TYP.) 8"0 X 4'(MIN.) P.T.PILING DEADMEN 6'O.C. (TYP.) 0' 1' 2' "`NOTES* ALL TIE RODS 5/8"0 HDG OR SS(GRADE 304 OR BETTER) X 12'(MIN) GRAPHIC-SCALE-- ALL HARDWARE H.D.GALV.OR SS(GRADE 304 OR BETTER) - SHEET PILE WALL Paul Welch-, Inc. Environmental PALN VIEW DETAIL 1984 SW Biltmore Street,# 4 Jeffery&Natalie Klaas Port St:-Lucie,FL 34984 S ervices, Inc. 151 N Naranja Avenue,is AN 2 rJ 2D21^ SW Yellowtail Avenue Port St Lucie, Florida Port Saint Lucie,FL 34953 PCN#3419-530-0191-000-8 Paul Welch„PE.No '29945 . Phone:772-215-3997 Fax:772-879-4520 - www.disenvironmentalservices.com SOALV MARCH 2021. ��=2' SHEET 3 of 7 REVISED JUNE 2021 8"0 BELOW DECK MARINE PILES 2"X8"P.T.CROSI'I�� Cupp 1'X 5' GRATED DECKING (1)5/8"SS THRU BOLT (TYP)PER PILE 2"X 8"P.T.STRINGER SPACING VARIES 8"-15"O.C.TO MATCH MOUNTING HOLES (1)1/2"X 6"SS LAG BOLT (TYP)PER STRINGER TO PILE LOCATION 20' SEAWALL 10'0-C. �� (TYP.) 1 —NOTES-.* ALL 8"0 MARINE DOCK PILES- MIN.PENETRATION V INTO RIVER BOTTOM 0' 2' 4' OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY 1' X 5'GRATED DECKING NOT ALL SHOWN FOR CLARITY DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" GRAPHIC=SCALE ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304(OR BETTER)SS _ . 20'X 40' PLATFORM Paul Welch, Inc. R—SEnvironmental PLAN VIEW DETAIL 1984=SW Biltmoie'Street,# 4 Jeffery&Natalie Klaas Port-St.-Lucie, FL 34984 Services, T a Inc. 151 N Naran Avenue = , q - / 1901 SW Yellowtail Avenue -SUN 2,5 L�2� Port Saint Lucie,FL 34953 Port St Lucie, Florida PCN#3419-530-0191-000-8 Paul Welch;.PE No.299451-. Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: MARCH 2O21 1"=4' REVISED JUNE 2021 SHEET 4 of 7 FILE PY 20' 4.5't (1)1/2"X 6"SS LAG BOLT --- (TYO PER STRINGER— MHW TO PILE LOCATION (1)5/8"SS THRU BOLT VARIES (TYP)PER PILE V X 5'GRATED DECKING 2"X 8"P.T.STRINGER SUBSTRATE SPACING VARIES 8"-15"O.C.TO MATCH MOUNTING HOLES 2"X 8"P.T.CROSS-TIE / . NEW SEAWALL (SEE SHEET 2 AND 3 FOR DETAILS) 8"0 BELOW DECK MARINE PILES -NOTES-* -ALL 8"0 MARINE DOCK PILES- MIN. PENETRATION V INTO RIVER BOTTOM 0' 2' 4' OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY -DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" -ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304(OR BETTER)SS GRAPHIC SCALE, 20'X 40' PLATFORM Environmental CROSS SECTION VIEW DETAIL Paul Welch, Inc.1984SW Biltmore°Street,# 4' Services, inc* . Jeffery& Natalie Klaas Port.St.-Lucie, FL 34984qS 1��I 1901 SW Yellowtail Avenue 151 N Naranja Avenue Port Saint Lucie,FL 34953 Port St Lucie, Florida 2 2021 PCN#3419-530-0191-000-8 Paul Welch;_PE,No29945 Phone:772-215-3997 .Fax:7727879-4520 www.disenvironmentalservices.com SCALE: MARCH 2O21 ` lot=4' REVISED JUNE 2021 SHEET 5 of 7 (1)1/2"X 6"SS LAG BOLT FILE " 0p _(TYP)PER STRINGER TO PILE LOCATION VARIES VARIES owl 3-5 _ 2"X 8"P.T. T—5' CROSS-TIE 2"X 8"P.T.STRINGER ZEM SPACING VARIES (1)1/2"X 6"SS LAG BOLT 8"—18"O.C.TO MATCH (TYP)PER STRINGER MOUNTING HOLES TO PILE LOCATION (1)5/8"SS THRU BOLT MHW (TYP)PER PILE — 1'X3'OR1'X5' GRATED DECKING MLW____ _ ___ 2"X 8"P.T.STRINGER 10,O.C. SPACING VARIES (TYP) 8"—18"O.C.TO MATCH MOUNTING HOLES 2"X 8"P.T. CROSS-TIE —(1)5/8"SS THRU BOLT (TYP)PER PILE 8"0 BELOW DECK VX TOR VX5' MARINE PILES GRATED DECKING 8"0 BELOW DECK MARINE PILES FINGER PIER,CATWALK,&LOWER LEVEL DOCK FINGER PIER&CATWALK, PLAN VIEW DETAIL CROSS SECTION VIEW DETAIL '**NOTES'** ALL 8"0 MARINE DOCK PILES- MIN. PENETRATION 8'INTO RIVER BOTTOM 0' 3' OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY V X TOR V X 5'GRATED DECKING NOT ALL SHOWN FOR CLARITY DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" GRAPHIC SCALE; ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304(OR BETTER)SS DOCK DETAILS Paul Welch, Inc. Environmental 1984 SW Biltmore-Street,# 4 s -7 Services, , Inc. Jeffery&Natalie Klaas Port-St. Lucie, FL 34984 1901 SW Yellowtail Avenue 151 N Naranja Avenue - J-UN 2 -7:5-1-Nf Port Saint Lucie,FL 34953 Port St Lucie, Florida PCN#3419-530-0191-000-8 Paul Welch, PE,N_o:,29945 _ Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: MARCH 2O21 - 1"=3' REVISED JUNE 2021 SHEET 6 of 7 10'± ►li 40 A- — PLATFORM o 12" RUN 7-3/4"RISE MAX I I I • I T± --- ------------ --- — ----MHW — ___ _ ---MLW LA -- — -----r --------- --- -- ---- (1)1/2"X 6"SS G BOLT I CrYP)PER STRINGER TO PILE LOCATION VARIES (1)5/8"SS BOLT SUBSTRATE O YP)PER PILE 2"X 12"P.T. STAIR STRINGER 16'O.C.(TYP) V X 5'GRATED DECKING 2"X 8"P.T.STRINGER SPACING VARIES 2"X 8"P.T.CROSS-TIE 8"—18"O.C.TO MATCH MOUNTING HOLES 8"0 BELOW DECK MARINE PILES ***NOTES*** ALL 8"0 MARINE DOCK PILES- MIN.PENETRATION 8'INTO RIVER BOTTOM 0' OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY - DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3° — ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304(OR BETTER)SS GRAPHIC=SC4LE -_ LOWER LEVEL DOCK Paul Welcti, Inc: Environmental CROSS SECTION VIEW 1984 SW Biltmore Street,4 4-_ Jeffery &Natalie Klaas Port St.- cie, FL-34984= S erviCeS; Inc. 151 N Naranja Avenue Jf;-_� :201; 1901 SW Yellowtail Avenue ,!UN' 2 �. 1= Port Saint Lucie,FL 34953 Port St Lucie,Florida ; PCN#3419-530-0191-000-8 Paul Welch,,.PE-.No.;29945- Phone:772-216-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: MARCH 2O21 1"=3' REVISED JUNE 2021 SHEET 7 of 7