The URL can be used to link to this page

Home My WebLink AboutWIND LOAD CERTIFICATIONY ENGINEERING SUBMITTALS July 30, 2018 WIND LOAD CERTIFICATION: RECEIVED AUG 2 4 Z018 S l Lucie County, Permitting CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10 WIND SPEED: 170 mph, 3 SEC. GUST EXPOSURE:"D" SCANNED BY . St. LucieComb/ IMPORTANCE FACTOR: 1.0 INTERNAL PRESSURE COEFF .nnnn AITY ��P�sTCOCIE BU DING DIVISION REVIEWED FOR CO ANCE REVIEWE BY . DATE ettc Ljg PLANS AND PERM MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE JOB: TANERI RESIDENCE 1082 NETTLES BLVD. JENSEN BEACH, FL FILE COPY PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email — pwelchinc@aol.com Paul Welch, P.E. Fla Reg. No. 29945 5 z rn PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 tHjL80)N JUL 302018 0,1 NETTLES ISLAND INC, A oos CONDO -SECTION I PARCEL, 65 PROPOSED 3' X 6' MARGINAL PIER NO PORTION OF DOCKOR ELECTRIC �. TO SEAFFIXED TO SEAWALL \ 34.67' SHORELINE I F' SEAWALL y, LADDER AFFIXED W (4)Y2 x 5" 55 LAG SOLTS F PROPOSED 1,500 LB PWC LIFT TANERI MHWL H_ 10, PROPOSED 7.000 LB ELEVATOR LIFT jerner- & Associates, Inc. —Marine et Environmental_Consultin — I U82 NL: l I Lf: BLVU. ..7�1 25375EAifonsoAve. Portftbicie,FL34952 _} JENSEN BEACH ` — Ph.(772)283-2950 -� � _ ;� JERNER@BELLSOLiTH.NET " = 10' qt w r W� UW _j ZJF:I-C p0j = CO UUJWUO CCU J. WUO,OWZ 3Lu 2F�w .JwJZJ� m < < IL0 TED �C)CC 0 a SHEET 2 Dock Section Thru SGL Bolts, Nut, Washers 518 S. S. (304) w Nut Fully Threaded 3' 2" x 6" SYP Decking w Minimum %" plank spacing. Fasten w #10 3" SS (304) + F'' Screws, 2 per Stringer �n 2" x 8" P. T. SYP, .40 ACQ treated stringers to .._.._.._........ _..1v1dYL.._ be butt jointed, butt .._.._.._.. ......LW.,_ joints to be staggered. i 2" x 8" P. T. SYP, .40 - ACQ treated DBL bents Pilings jetted to a minimum depth of Wand as necessary to provide adequate bearing and stability H Dock Plan View 3' do t. _._.__.__._._._._._._._ ... --------------- ---------------- L � Stringers 24" I 0. C. Max Center Stringer(s) toe Nailed w (2) #16 SS (304) Ring Shank Nails @ Each Bent, Outside Stringers Face Nailed w #16 SS (304) Ring Design Windload information Shank Nails, inside or Outside Stringers Code: FBC 2017 6TH ADD/FRC 20171 ASCE 7-10 Wind Speed: 170 MPH, 3 Second Gust Exposure D" importance Factor. • 1.0 Internal Pressure Coeff.: 0.00 Height: <10 Ft. Mean -Min. 8" Dia. 2.5. CCA treated piles C= cyb TANERi , Jerner&Associates, Inc. SHEET 3 - --- — _ - - Q �/� - _r _ - Marine-&-Environnicntal Consulting- -Date:-6/-19/-17 082 NETTLE tpL V 2537SEAlfonsoAve. P0I-tSGLude,FL34952 ` -29 JENSEN BEA50 CH Y ' - JERNEPh (772)283 R@13ELLSOLUMNET s� - r On c o N (_(J a LLJ O aRD OPTIONAL NOTE: LOAD SHOULD BE EVENLY DISTRIBUTED BY MOUNTING OPTIONS: CABtE ROUTING: POSITIONING THE CENTER OF GRAVITY DIRECTLY IN THE CENTER OF HE LIFTING BEAMS AS SHOWN PILING MOUNT SIDE MOUNT 1 OK, 13K,16K IN THE ILLUSTRZATION ABOVE 5K, 7K _ IAI) 2% 112'S5 LAG BOLT MOUM HARDWARE; 5/6" % x (iLj Bow to Stern (Bj Pon Tq 2' MIN. LENGTH HUNG DIA. DETERMINED BY F rPijfng LETts �Ouatdda To OutBtf7e� Sta 6atd Get[tal70 IBI)2X 1;2 SS HEX HEX BOLT WfLOTOR LOCKIIVXS N t..� HE%BOLT W/ LOCKS AND S :Cents[ ., 5 0001b. 12 It 61n 101t �7OOD16 12fl"tin 12R6m � �'' 10,000lb. 12ft61n 121161n 151000lb: 12fl,fitn 12fts,in A z' 1%000lb. 12 ft 6In 141 t1 U '. w�/ J a 5"CHANNEL IT 6" 4"X6"X30' 8"AWM 5/16"SS 7119(,313") SINGLE PULL DIRECT DRIVE 3/4 H.P. (CITY. 2) 220V 4.9A EACH13/2. (SCH 40) 8 (CITY 4) 000D.". fi°41ANNEE '- 12'6 4 X6 %12 6 ,�� t; ALUM 5(16,$57/14(3L9�� hSINGLEPULL � DIRECI'OiIIVE� 220V68A2CHr ".2Y/2 �SCH40) a 8 (ELT`/ 4) .. 10,000I8 - 7" CHANNEL. 12' 6" 5" Xe" X'12' 6" 8' ALUM 5/16" SS 7/19 (.S13•1 DOUBLE PULL DIRECT DRIVE 3/4 H.P. (CITY. 2) 220V49A EACH �-llr (SCH 401 8" (CITY. 4) ' i <�' 13,D40LD ; TCHANNEIy 1216r. .. 5 X8 >�12 6, � 8 ALUM _ ,5(1af557)19(319Y) -. DCIUBLEPIILL - DIREQTIRIVE (CITY 1)i 1/Z (Sagol :- EI (CITY 4) -; 8" CHANNEL 12' 6" 6" X !0" X IN 10" ALUM S/16" SS 7/14 0131 DOUBLE PULL DIRECT DRIVE 1 H.P. (CITY. 2) 220V 6.8A EACH 11/2" (SCH 40) 10" (QTY, 4) TITLE: BUILDING CODE: NAME DATE ENGINEERS SEAL DRAWN ACC 2-2-18 1 2 2018 4 PILING BOAT LIFT SPECIFICATION SHEET FBC 2017 (0 EDITION) NEC 2014 (NFPA70) CHECKED PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF ANY _ PH: 800-325-1116 FAX:252-747-4377 TIDETAMER.COM P.O. BOX 1118 _ SNOW HILL, NC,28580 ENG APPR. COMMEWS: -- -__TIDE.TAMERINDUSTRIES L VI I VELI\ DWG. NO. V _gip REV WITHOUT THE WRITTEN PEtMI=ON OF TIDE TAMER INDUSTRIES ISPROHIBTIED. • SCALE: AS NOTED SHEET 1 OF 1 DONOTSCALEDRAWING 5 4 3 2 t 10 • � I�cc t G SINGLE PILING/SINGLE MOTOR, 1500 SWINGER LIFT 03 O 02 LOCKWAOLTS SHERS, AND NUTS ILING ASHERS, 0, PILING MOUNT C04 jiI DETAIL MAST TO ARM CONNE WITH (6) 1 /2' SS BOLTS NUTS 1 J FASTENED NOTE: ALL OTHER BOLTS NOTSPECI ICALLY NUMBERED - ASHERS AND ARE FASTENED WITH 1./2" SS BOLTS WITH WASHERS AND NUTS. PILING MOUNT ISO a ! 01 02 03 04 - 05 06 07 08 . - 07 10 11. NOTE., THISSTRUCFURE WILL WITHSTAND WINDS I CAPACITY MAST MOTOR MAST HOUSING PILING MOUNT PILING CABLE GUIDE BUNKS BUNK CRADLE CRADLE ARM OF 170 MPH; 8 $EQGjST PER FAC 2014 (STB EDITION) v : ASSEMBLY BRACKET SIZE POST BRACKETS' BEAMS ARMS LENGTH AND ASCE7.2010 WITHOUT LS' SHALL X 1.72" X 4.0"VESSEL-VESSEL 1500 LBS. 4"X6" 3/4 HP 1 /4" X 5" X 10° .320" AMERICAN NAT. I /4" D1A. 1.5° SCH. 40 ALUMINUM 2 X 8" X 96" PRESSURE ,25" X 2" X 7' .25' X 4" X 8" NOT BE STORED DURING ALUMINUM ALUMINUM STANDARD I� DIA. SS 3/8" SS TREATED ALUMINUM ALUMINUM j4.03X4!'X6]' ALUMINUM My, HIGH WIND EVENTS OVER TUBE TUBE CHANNEL DOUBLE PULL J-BOLTS CARPETED ANGLE TUBE I -BEAM 75 MPH SEAL PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMIORE ST. 4114 PORT SAINT 34984UWCH aE -—-I:LA-RE6 0—,29945 _- 5 RUCTURAL ENGINEERING REVIEW. THE GRAVITY AND WIND LOADS FOR THIS CONSTRUCTION HAVE BEEN CALCULATED AND THE MAIN WIND FORCE RESISTING i , : SYSTEM AND COMPONENTS AND CLADDING OF THIS BUILDING DESIGN DO COMPLY WITH FLORIDA BUILDING CODE 2014 _ NAME DATE TITLE: / O t� O E C 2 O 2016 1500 SWINGER ENGINEERING SHEET DRAWN ACC 12-8-15 CHECKED PROPRiET 'AN6 CONFIDENTIAL MANUFACTURED BY TIDE TAtAER INDUSTRIES ENGAPPR. COMMENTS: - THE DRAWING IS LEPROPED IN TYOFIS DRAWING IS THE SOLF.PROPERN OF itw--TAwRimusmiE� _ — REPRODUCTION IN PART OR AS A WHOLE WITHOUT WE WRITTEN PERMISSION OF PH:800-325-1116 FAX:252-747-4377 — IDETAMER:CO — i P.O. BOX 1118 SNOW HILL, NC 28580 SIZE — — DWG. NO. REV TIDC TAMER INDUSTRIES 1S PROHIBITED. DO NOT SCALE DRAWING SCALE: AS NOTED SHEET 1 OF 1 4 3 2 1 SINGLE PILING/SINGLE MOTOR, 1500 SWINGER LIFT 03 O 02 LOCKWAOSHERS, LTS AND NUSILING ASHERS, o 0 PILING MOUNT 04 _4 DETAIL NUTS BOLTS NOTSPECI •ICALLY NUMBERED 'ITH 1./X' SS BOLTS WITH WASHERS AND NUTS. I PILING MOUNT ISO 01 02 03 1 04 - 05 06 07 08 . 09 1 10 11. NOTE: THISSTRUCTuRE WILL WITHSTAND WINGS OF 17Q MPH; 8 SEC GUST PER FOC 2014 (ST" EDITION) CAPACITY MAST MOTOR MAST HOUSING PILING MOUNT PILING CABLE GUIDE BUNKS BUNK CRADLE CRADLE ARM ASSEMBLY BRACKET SIZE POST BRACKETS' BEAMS ARMS LENGTH AND ASCE7.2010•WITHOUT VESS@L— VESSELSHALL X 1.72" X 4.0' 1500 LBS. 4"X6" 3/4 HP I /4' X S" X 10" .320" AMERICAN NAT. I M' DIA. 1 S" SCH. 40 ALUMINUM 7' X B" X 96" PRESSURE .25" X 2" X 2" .25" X 4" X 8" 4.03 X 4" X V NOT BE STORED DURING ALUMINUM TUBE ALUMINUM TUBE STANDARD ALUMINUM\ } 10' DIA. ! 1 SS DOUBLE PULL 3/8" SS TREATED ALUMINUM ANGLE ALUMINUM TUBE ALUMINUM 1-BEAM 60' HIGH WIND EVENTS OVER CHANNEL J-BOLTS CARPETED 75 MPH ENGINEERS SEAL I PAUL WELCH INC. ;® MECH-ELECT-CIVIL ENG. 1984 BILTNIORE ST. ;I�114 pORTPAUL WELCH R E 34984 FEA=REG--N0:28945 1 5 It I. C.IN I R FU THE GRAVITY AND WIND LOADS FOR THIS CONS SYSTEM AND COMPONENTS AND CLADDING OI �y DRAWN DEC 2 0 2016 CHECKED MANUFACTURED BY ENGAPPR. PROPP.IET -AIID CONFIDENTIAL TIDE TAPER INDUSTRIES PH:8OD-325-1116 COMMENTS: THE,INFORMATION_ CONTAINED. IN THIS DRAWING IS THE SOLE PROPERTY OF FAX:252-747-4377 -TIDMMER 1NDUSTRIES. AtW — ===Tl ETAMER EOM— - - - - REPRODUCTION IN PART OR AS A WHOLE 4 P.O. BOX 1118 WITHOUT THE WRITTEN PERMISSION OF SNOW HILL, NC 28580 TIDE TAMER INDUSTRIES IS PROHIBITED. DO NOT SCALE DRAWING 4 3 ION HAVE BEEN CALCULATED AND THE MAIN WIND FORCE RESISTING WILDING DESIGN DO COMPLY WITH FLORIDA BUILDING CODE 2014 NAME DATE TITLE: ACC 12-8-15 1500 SWINGER ENGINEERING SHEET SIZE I DWG. NO. I R SCALE: AS NOTED SHEET 1 OF 1 2 1 r