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HomeMy WebLinkAboutREVISION - BUILDING PERMITu r OFFICE USE ONLY: p DATE FILED: PERwr # 1 Y0c 6?,Fz- REVISION FEE: lI rJ ©0 RECEIPT # SCANNED BY PLANNING & DEVELOPMENT SERVICES St. Lucie Countv BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: �L QUALIFIERS NAME: _,&g ADDRESS: /? c» CITY: S'!-,f4 c& PHONE (DAYTIME): 7T2- ST. LUCIE CO CERT. #: STATE: yG —Y6?s— FAX: OVVNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC.• 9123109 Revised 06130117 STA' rAA: FAX: ZIP: ZIP: File COPY NETTLES ISLAND INC, A CONDO-SECTIONII PARCEL 39 AD m P� Gz m '•..................... .......................... ....... ......... � BENTHIC (-)6'MLW-.-._._._._._._._.-. SURVEY AREA DECXBOARDSRUN PARALLEL WITH SEAWALL .................................................................... SENTHICSURVEYPERFORMED BYBRUCEJERNER ONJUNE10 2019,10;30AMBYSNORKELING& MEANDERING ALONG THE SEAWALL TOE AND OUT TO CENTER OF CANAL. VISIBILDYWAS 'FAIR DUE TO WATER DEPTH & LIGHT PENETRATION. CANAL BOTTOM CONSISTS OF BARREN FINESILTY SEDIMENT THROUGHOUT. STEVENS 38 NETTLES BL VD JENSEN BEACH 6A 16, BARRENSILTYBOTTOM THROUGHOUT MANMADE CANAL 45' WIDE HAUL WELCH INC. MECH•ELECT-CIVIL ENG. 1004 SILT 1!ORE ST. *114 poill ^SAINT t.UCIE, FL 349M PAUL WELCH P.E. FLA AEG NO.29945 W (4)4Y x5" SS LAG X 4-X 4"W DBL 112"SS BOLTS THRU STRINGER / Date. 214119 SHEET 2 HAND RAIL DETAIL P' Pier Section Thru Pier Plan View U 1"X 6' CAP SECURE W 910 x 21/2" Live Load 40 lbs. / Sq Ft SS SCREW Dead Load 5lbs. / Sq Ft •rT�• G^xB"f78ERGR4TE • DECKHOARDS TO RUN P� a • �. T°FRArG � • . '.: PARALLEL WIlNSEAWALL N SGL Bolts, Nut, (2)#10x 2112" SS SCREWS, p :x ashers 5/8"H.D. ►� liu r r= = _ �s TOP B BOTTOM RAILS c ' �" s, GG��.ally. Or S.S. (304) w M / rvutFuttyTh2aded -I�_ ;i._ '!_,_ r._:_. S.�•[ VARIES i • a'X6'"FIBERGRA7E •s 1 x6 Lum6erock i1! �� W�4)asixEa� MID RAIL :i ,} f 1 f l 3 Decking w Minimal plank s uesotrs spacing, Fasten w #10 3".�� •� i • • SS(304) Screws, 2per�- 2^X4^A Stringer ��! ! i 112-ZWL7Y7HR W S Uz•ssso[rs n+au TREATED MID SPAN 2"x8"P.T.SYP,.40 DECK ACQ treated stringers to � , ;~ + P v P be buttjointed, butt ii� irn {� y MHW joints to be staggered. N \, 2"x8"P.T.SYP,.40� i�! '��--���' s� MGW ACQtreatedDBLbents -i ! ....il L Stringers 24" �_ Min. B" Dia. 2.5 0 C. MAX I GRADE CCA treated piles Center Stringer(s) toe Nailed w (2) #i 6 SS _ (304) Ring Shank Nails @ Each Bent, Outside Cringers Face Nailed w #16 SS (304) Ring Desion Windload Information Shank Nails Pffings jetted to a minimum depth of 6' and as Code: FBC 2017 67H ADD/FRC 2017/ necessary to provide adequate bearing and stability ASCE 7-10 Wind Speed: 170 MPH, 3 Second Gust s Exposure D" Importance Factor: 1.0 Internal Pressure Coeff.: 0.00 Height: <10 Ft. Mean STEVENS PAUL WELCH INC. SHEET 3 1954MECBI TMO CIVIL #11ENODate. 214119 38 NETTLES BLVD ,9T AILTPAORE , F 349 FORT SAINT LUCIE, FL 34984 % PAUL WELCH P.E. JENSEN BEACH FLA REG NO.29945 DEC 1 3 2019 la• 194 z�m 4 PLACES 21-3/4' n 3, 4- 9/ts a AWM emirs 12•TYP. s wan 82-3/4' v �Damia c MO 61' 209E2ALr A_mnf� N=c;,�s= N13N SKID STEPS EXTRUDED CHA11. �A• m . c� ~ I-j' SCHEDULE 40 l+LtlllttJit TU81t�, ti 0 io 194 1 lu ti 5 STEP STRAIGHT LADDER Internotionat Dock Products Inc. 954-964-5315 Fox:954-964-2715 File Copy