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HomeMy WebLinkAboutENGINEERING SUBMITTALSf- OCANNE11 BV Rttude Couniv ENGINEERING SUBMITTALS July 27, 2018 WIND LOAD CERTIFICATION: CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10 WIND SPEED: 170 mph, 3 SEC. GUST IMPORTANCE FACTOR: 1.0 INTERNAL PRESSURE COEFF.: 0.00 JOB: VARANO RESIDENCE 2065 NETTLES BLVD. JENSEN BEACH, FL ST. LUCIE COU BUILDING DIVI: REVIEWED FOR COMPLY REVIEWED Y DATE °> PLANS AND PER IT MUST BE KEPT ON J B OR NO INSPECTION WILL E MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY =111RECTIONS REGUii;ED �Y "riElA i14'�PEC i ORS T;-l�iT � WY UE NXENAW IN ORDER TO COMRVI WITH ALL APPL1Ck5- P CODES. "ONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORfl 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 _ n:Jsen 6r.ch; zo65 -' Netiles �oii{eva�d� A .fn'. �sTi : : a'• S . Y , , i 7? Je sera Beaci� l • B6pch P„irk _.�..- VARANO 2065 NETTLES BLVD. JENSEN BEACH Jerner &Associates, Inc. Mat ine & Environmental Consulting 2537SE Alfonso Ave, PortSt.Lucic,FL34952 —" —IN Ph.(772)283-2950 JERNERNELLSOUTH.NET Date: 7115117 CO dT rCO UW _jU.iL�01 9 =� U- a rn J VUJWL)O U WOODW � �wP��W ::)W�Z=�Cc QUcflW Wcaf- �rO a - SHEET 1 �0 q•. LADDER AFFIXED W ---►j (4)%' x 5" SS LAG BOLTS 1 w 4z 4' E STEPS & LANDING VARANO 2065 NETTLES BLVD. JENSEN BEACH NETTLES ISLAND ING, A CONDO -SECTION I PARCEL, 65 34.67' SHORELINE MINTA,A PROPOSED LIFT i ,- -' --E Jerner & Associates, Inc. --I Matine & Environmental Consulting 2537 SE Alfonso Ave. Port St. Lude, FL34952 �— ?- — Ph.(772)283-2950 JERNEMBELLSOUTH.NET en co d1-* T UW 4t Jwv ZJ� 11a:% OUWUwUO Jf-ir -jZ W U O J W � -i ID LLI u1JZCt ma �Wco �01 c. n ppE G � pl. MpNy 7' V�*,D 1" = 10' SHEET 2 Date: 7115117 VARANO 2065 NETTLES BLVD. JENSEN BEACH I� 7' (2) 2'x 6' TREADS (2) No. 14 SS SCREWS PER TREAD PER (4)7" RISERS TOP OF TREAD TO TOP OF TREA 2"X 12"— Min. 24" O. C. LED LIGHT lut, Washers 516" "—►, !) w Nut Fully readed 2°X 4' Blocking strewed to deck w #f0 3"SS (304) Screws, 2 per Stenge ach Sid STEP DETAILS � t jerner- & Associates, Inc. L- -� - Marine & Environntcntal Consulting �_ Ar I 25375EAlfonso Ave. Port St.Lucie,FL34952 Ph.(772)283-2950 JERNERNELLSOLITH.NET APPROX. MHWL C®i J � J v va) T cf UW wct Z u. a.Q (sjU�U J0 W L) LLJ Ld � w J Z J ag 0 EL DIMENSIONED SHEET 3 Date: 7/95/17 Pier Section Thru Pilings jetted to a minimum depth of 6' and as necessary to provide adequate bearing and stability H , H VARANO 2065 NETTLES BLVD. JENSEN BEACH Live Load 40 lbs. / Sq Ft Dead Load 5 lbs. / Sq Ft SGL Bolts, Nut, Hashers 5/8" S. S. (304) w Nut Fully Threaded - 2" x 6" SYP, .40 ACQ Decking #1 Grade w minimal plank spacing. Fasten w #10 3" SS (304) Screws, 2 per Stringer . 2" x 8" P. T. SYP, .40 ACQ treated stringers to be butt jointed, butt joints to be staggered. 2" x 8" P. T. SYP, .40 - ACQ treated DBL bents -Min. 8" Dia. 2.5 _ CCA treated piles Pier Plan View 5' v t/ 0) T ch UW _Juiv Z! LLC�,Q 3i2: uJIN J cr0JO WVOZ)w� jJF-�-W �WJZDOC m Q (L(=)vU)d� Stringers 24" T rn 0. C. Max I 0 Center Stringer(s) toe Nailed w (2) #16 SS (304) Ring Shank Nails @ Each Bent, Outside Stringers Face Nailed w #16 SS (304) Ring Shank Nails Inside or Outside (See Nail Pattern Below) 18" 1 18„ • j • W • U • •III • D co N Jerner &Associates, Inc. " r-- Marine &Environnicntal Consulting Date: 7115117 -' 2537SEA1fonsoAve. PortSt. Lucie, FL34952 - - - Ph.(772)283-2950 ERNER@BELLSOLCTH NET SHEET 4 14' i-19-i' 1/2' THROUGH BOLTS 9/16 0 OR ANCHORS TO DOCK 4 PLACES NOT SUPPLIED 12-~ ---I 82-3/4' wil NON SKID STEPS 1'X2'X1/8' EXTRUDED CHAN. 1-J' SCHEDULE 40 ALUMINUM TUBING 21-3/4' 12'TYP. 5 PLACES 61' 5 STEP STRA-IGHT LADDER International Dock Products Inc. 954-964-5315 Fax:954-964-2715 ')LDEN ELEVATOR L _ -T (NOT SHOWN) '1-1 INCLINE MOUNT OR VERTICAL MOUNT STRUCTURAL ENGINEERING REVIEW CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH CALCULATED GRAVITY AND WIND S IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, 61h EDITION, 2017, CHAPTER 16. ADM 2015. AND ASCEISEI 7-10 NUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN LATE WIND SPEED OF 180 MPH, EXPOSURE'D', RISK CATEGORY I. J.L SANDERS, PE HAS NO CONTROL OF THE )FACTURING, PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC DESIGN FEATURES WERE ENGINEERED IN )RDANCE WITH ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER. THIS STRUCTURAL W IS LIMBED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT INTENDED TO COVER MECHANICAL AND ELECTRICAL 'ONENTS. THESE DESIGN FEATURES ARE BASED ON STRUCTURAL CALCULATIONS, TITLfD'STRUCTURALCALCULATIONS FOR \TOR', WHICH CONTAIN ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST. THE BOAT DEPICTED BY THESE DESIGNS AND RELATED CALCULATIONS WERE ENGINEERED_AS MANUFACTURED PRODUCT FOR SITE SPECIFIC USE AND SHALL MEETTHE DESIGN REQUIREMENTS AND INSTALLATION LIMITATIONS LISTED IN THE CTURAL CALCULATIONS - IN PARTICULAR THE TRACK BEAMS SHALL BE ADEDUATELY BRACED AT NO MORE THAN 5 FT. O.C.. 'UJDERS,PE GRADS ROAD NW ROE, GA30656 JE 239-671-1578 &XL '�DERS, P.D.I. Reg. Rmida No. 66.161 SIGNATURE NOT VALID WITHOUT RAISED SEAL (2)3/4"Ox3-1/4" LG. STAINLESS STEEL REDHEAD WEDGE ANCHOR BOLTS EDGE DISTANCE OF BOLTS PER ACI ** ** ON 40K LIFT USE (2) 1" DIA. x 4-1/2" EMBED TYPICAL HORIZONTAL CONNECTION TO REINFORCED CONCRETE DOCK OR SEAWALL �1 (3)3/4"0 STAINLESS STEEL THRU-BOLTS TYPICAL VERTICAL CONNECTION TO WOOD PILE OR HORIZONTAL WOOD DECK FRAMING NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,EXPOSURE °D°, RISK CATEGORY I, CALCULATED PER FLORIDA BUILDING CODE 6th EDITION, 2017, ASCE/SEI 7-10 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS. ALL PRIMARY STRUCTURAL MEMBERS ARE TO BE 6061-T6 ALUMINUM. TRACKS ARE TO BE DRIVEN TO FIRM BEARING MATERIAL AND SHALL BE ADEQUATELY BRACED AT NO MORE THAN 5 FT. O.C.. SUMMARY OF DESIGN FEATURES o©© o 0 0 0 0 0 0 LIFT CRADLE TRACK BUNK BOARDS CABLE TRACK GUIDE POST BRGS DRIVE WINDER GEAR MOTOR INCHES OF LIFT CAPACITY I -BEAM I -BEAM FAR SIZE SPREAD HEIGHT SHAFT DIA RATIO HPNOLTAGE PER MIN. (2) 6 H x .19 (2) 8 H x .23 (2) 5/16.0 (2) 3/4 HP 3,000# 4x.29x W T LG @ Wx.LG. 35 x 25' x 30' S.S. 3 rn 120V/20A 4.03#/Fr @ 6.18#/FT 2 PART 7' THRU 10' = r o x fv 240V/10A 000 (2) 8 H x .25 (2) 8 H x .25 (2) 5/16 0 ' (2) 314 HP & 1(7.000# W x .41 x 8' LG. 5 W x .41 x 26 LG. (2) 2 x 8 x 3D S.S. o O ¢ 7,000# 131/2' @ 7.02#/Fr @ 7.02#/FT ROUGH SAWN 2 PART - ¢ 2 1 HP (2) 9 H xG. .27 (2) 9 H x .27 (2) 3/8 0 10,000# 5.5 W x x S. L x 25' LGG.. 5.5 W x CARPETED x 30' S.S. 80' V . @ 8.36#/FT @ 8.36#/Fr 2 PART 8' (2) 3/4 HP THRU 11' a 120W20A 240W10A (2) 10 H x.25 (2) 10 H x .25 12,000# 6Wx.41 6Wx.41 m x 8' LG. x 25' LG. @ 8.65#/FT @ 8.65#/FT (2) 3/8°0 9' (2) 10 H x.29 (2) 10 H x.29 15,000# 6Wx.50 6Wx.50 o o - x 8' LG @ x 25' LG @ PART' 10.3#/FT 10.3#/FT (2) 3 x 10 Ir x w 0 xv o 480:1 (2)12 H x.29 (2) 12 H x.29 7 17,000# i7 Wx.47 x 10 LG. Wx.47 x 25' LG. x 192 a O x @ 11.7#/Fr @ 11.7#/FT ROUGH v 3 SAWN CARPETED (2) SIM x 56 S.S. 120' o m o w O 6.75' (2) 12 H x.31 (2) 12 H x.31 7 W' 8 w (2)1 HP 20,000# L62 x X 6 LG. 4 PART THRU o Z a: 120V420A @ 14.3#/FT @ 14.3#/FT 14' O § 24OV/10A J rn (¢7 Fw w a ( 4) 10 H x.29 (4)10 H x.29 6Wx 41 (2) 7/16'0 24,000# 6 W x .50 x 1 U LG. 6 W x .50 x 25' LG @ x 2U LG. CAPPED W/ X 60' S.S. = g 9' @ 10.3#/FT 10.3#/Fr WOOD & 4 PART 10' wCARPET �7 w (2) 1.5 HP 30,000# (4) 12 H (4) 12 H 21OHx.25 ( )6 THRU Sc !L F 12OV/20A 240V/10A 6.75' 62 W x .62 x 11' LG. @ 14.3#/Fr 62 7 W x .62 x 2& LG. @ 14.3#/Fr W x .41 x 20' LG. CAPPED W/ WOOD 8 (2) 1/2'0 x 6$ S.S. 4 PART 16' N o 40000# CARPET 500:1 6.5° Golden Manufacturing, Inc. 17611 East Street, North Fort Myers Florida 33917 Pub 1-15-18 _ _)LDEN ELEVATOR L T (NOT SHOWN) INCLINE MOUNT OR VERTICAL MOUNT STRUCTURAL ENGINEERING REVIEW .ONSTRUCTION HAS BEEN DESIGNED AS AMAIN WIND FORCE RESISTING SYSTEM, WITH CALCULATED GRAVITY AND WIND S IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, 61h EDITION, 2017, CHAPTER 16, ADM 2015, AND ASCEISEI 7-10 AUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN IATE WIND SPEED OF 180 MPH, EXPOSURE 'D , RISK CATEGORY I. J.L SANDERS, PE HAS NO CONTROL OF THE IFACTURING, PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC DESIGN FEATURES WERE ENGINEERED IN IRDANCE WITH ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER. THIS STRUCTURAL W IS LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT INTENDED TO COVER MECHANICAL AND ELECTRICAL �ONENTS. THESE DESIGN FEATURES ARE BASED ON STRUCTURAL CALCULATIONS, TITLED STRUCTURALCALCULATIONS FOR 1TOR', WHICH CONTAIN ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST. THE BOAT DEPICTED BY THESE DESIGNS AND RELATED CALCULATIONS WERE ENGINEERED AS MANUFACTURED FRODUCT FOR 31TE SPECIFIC USE AND SHALL MEET THE DESIGN REQUIREMENTS AND INSTALLATION LJMITATIONS LISTED IN THE ,TURAL CALCULATIONS - IN PARTICULAR THE TRACK BEAMS SHALL BE ADEQUATELY BRACED AT NO MORE THAN 5 FT. O.C.. W DERS,PE GRATIS ROAD NW TOE, GA 30656 G 1E233671-1576 J. L SANDERS, P.E. Date: Reg. Florida No. 66361 SIGNATURE NOT VALID WITHOUT RAISED SEAL (2)3/4"0x3-1 /4" LG. STAINLESS STEEL REDHEAD WEDGE ANCHOR BOLTS EDGE DISTANCE OF BOLTS PER ACI ** IY^ ** ON 40K LIFT USE (2) 1" DIA. x 4-1/2" EMBED TYPICAL HORIZONTAL CONNECTION TO REINFORCED CONCRETE DOCK OR SEAWALL (3)3/4"0 STAINLESS STEEL THRU-BOLTS TYPICAL VERTICAL CONNECTION TO WOOD PILE OR HORIZONTAL WOOD DECK FRAMING NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,E)(POSURE "D', RISK CATEGORY I, CALCULATED PER FLORIDA BUILDING CODE 6th EDITION, 2017, ASCE/SEI 7-10 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS. ALL PRIMARY STRUCTURAL MEMBERS ARE TO BE 6061-T6 ALUMINUM. TRACKS ARE TO BE DRIVEN TO FIRM BEARING MATERIAL AND SHALL BE ADEQUATELY BRACED AT NO MORE THAN 5 FT. O.C.. SUMMARY OF DESIGN FEATURES UFT CRADLE TRACK BBUNK OARDS CABLE TRACK GUIDE POST ERGS DRIVE WINDER GEAR MOTOR INCHES OF UFT CAPACITY I -BEAM I -BEAM FEET SIZE SPREAD HEIGHT SHAFT DIA RATIO HP/VOLTAGE PER MIN. ")WxH x .19 (2 ) 8 H x .23 (2) 5/16° 0 (2) 3/4 HP 3,000# 4.29x 7 LG @ Wx.35 x 25' LG. x 31Y S.S. 3 120V420A 4.03#/Fr @ 6.18#/F7 2 PART 7' THRU 10 zo _ ' 0) i 240V/10A 5,000 (21 (2) (2) 5/160 (2) 3/4 HP & W xx415 x 8' LG. W xx415 x 25' LG. (2) 2 x 8 x 30 S.S. o > 7,000# 13-1/0 7,0000 @ 7.02#/Fr @ 7.02#/FT ROUGH SAWN 2 PART g CD 2 1 HP (2) 9 H x .27 (2) 9 H x .27 (2) 3/8°0 10,000# 5.5 W x .44 x 8' LG. 5.5 W x .44 x 25' LG. CARPETED x 30' S.S. 80' (2) 3/4 HP @ 8.36#/Fr @ 8.36#/FT 2 PART 8' THRU 11' j 120V/20A 240V110A (2)610 H x.25 (2) 10 H x 25 12,000# Wx.41 x B' LG. 6Wx.41 x 26 LG. @ 8.65#/Fr @ 8.65#/FT (2) 3/8'0 w 9' H.29 (2) 10 H x. (2)10 H x.29 15,000# 6 W x 6 W x .50 x 36 S.S. x 8' LG @ 10.3#/Fr x 26 LG @ 10.3#/Fr (2) 3 x 10 3 PART ¢ w $ rj x $ 480:1 (2) 12 H x.29 (2)12 H x.29 17,000# 7WX.47 x 10' LG. 7WX.47 x 25' LG. x192 N ¢ o O x @ 11.7#/FT @ 11.7#/Fr ROUGH 0 SAWN CARPETED (2) 3/8ID x 56 S.S. 8, 120' = o m O w 0 (2) 1 HP 6.75' (2)12 H x.31 (2)12 H x31 20,000# 7 W x .62 x 11' LG. 7 W x .62 x 2S LG. 4 PART THRU x N o z ¢ N o 120V/20A @ 14.3#/FT @ 14.3#/FT 14' p § J (7 Fw- w J g ccl c 240V/10A (4) 10 H x.29 (4j 10 H x.29 6Wx 41 (2) 7/16'0 J 24,000# 6 W x .50 x 10' LG. 6 W x .50 x 25' LG @ x 29 LG. CAPPED/ x 60 S.S. 1 ~ g 9' @ 10.3#/FT 10.3#/FT & 4 PART w :3 U) (2) 1.5 HP 10, 120V/20A 30,000# (4)12 H (4)12 H x31 (21 10 H x 25 6 W x.41 (2) 1/210 THRU 16' w J'001 240V/1CIA 6.75, 7Wx.62 x 11' LG. 7Wx.62 x 26 LG. x20'LG. CAPPED W/ x 66' S.S. m @ 14.3#/FT @ 14.3#/FT CARPET 4 PART 40,000# 6.5' Golden Manufacturing, Inc. 17611 East Street, North Fort Myers Florida 33917 Pub 1-15-18 MAR 2 2 I8 By 4 PILING BOAT LIFT SPECIFICATION SHEET SIZE DWG. NO. A ENGINEERING SCALE: AS NOTED W", SHEET 1 OF I NOTE: LOAD SHOULD BE EVENLY DISTRIBUTED BY POSITIONING THE CENTER OF GRAVITY DIRECTLY IN THE CENTER OF HE LIFTING BEAMS AS SHOWN IN THE ILLUSTRZATION ABOVE. - ' ' " BOW tQStem PertTOStalboa►d FourP)Iing L,Rts (OusWde To OuWde) '(Center To Center) %0001b. 12ft6in loft 7,0081b. 12 ft 61n 12 ft 61n 10,000Ib. 12ft6in 12ft6in 13,0001b. 12ft6in 12ft6in 16,0001b. 12ft6in 1411 TOP BEAM (A) TOPBEAM CRADLE BEAM (B) BUNKS (C) CABLE SIZE (0 ) 5,000 LB: G" CHANNEL 12' 6' 4' X 6" X 1(Y 8' ALUM 5/16" SS 7/19 (313') 7A=LB. 6" CHANNEL IT 6" 4' XG' X32' 6' 9 ALIM 5/16" SS 7/16 (313") 1%cm 1B. 7' CANNEL IT 6' 5" X 8' X 1T 6" r AU M 5/16' SS 7/16 (313') 13AM LB. 7" CHANNEL 1Z 6' S' X 8" X 12' 6' 8" AUM 5/16- SS 7/15 (-M-) 16,000 LB. B" CHANNEL 12' 6' 6' X 10" X 14' 30' AUM 511V SS 7/16 (313") ) « PH:800-325-1116 _ t FAX-252-747-4377 TIDETAMER.COM P.O. BOX 1118 SNOW HILL, NC 28580 DRAWN WAFERFAMF PitIItiilLiS CHECKED UNLESS OTHERWISE SPECIFIED: ENG APPR. PROPRIETARY AND CONFlDENDAL DIMENSIONS ARE IN INCHES COMMENTS: THE INFORMATION CONTAINED IN THIS TOLERANCES: DRAWING IS THE SOLE PROPERTY OF FRACTIONAL± TIDE TAMER INDUSTRIES. ANY ANGULAR: MACH± BEND ± REPRODUCTION IN PART OR AS A WHOLE TWO PLACE DECIMAL ± WITHOUT THE WRITTEN PERMISSION OF THREE PLACE DECIMAL ± TIDE TAMER INDUSTRIES IS PROHIBITED. DO NOT SCALE DRAWING 4 3 MOUNTING OPTIONS: TOP MOUNT SIDE MOUNT za (A) 2X 1 /2" SS LAG BOLT MOUNT HARDWARE m 2 MIN. LENGTH (B)2X1/2'SSHEX NUT 5/8' X PILING DIA. DETERMWED BY CONTRACTOR 2x1/z'X2SSHEX BOLT W/ O 3^ LOCKS AND NUTS w wU QQ Uoy O cn<z (B) cn (A) 000 0co zLc_ 3W= oQ O zoz CABLE ARRANGEMENT OPTIONS: =?o SINGLE PULL DOUBLE PULL 3<o0 jE_ wa� Uco wO I— -- tu � Q O 5- z 'n CABLE DRIVE(E), H.P. MOTOR DRIVESHAFT MINIMUMPILING' )NFIGUATION _ (F) (SIZE & QTY.) SINGLE PULL DIRER DRIVE 3/4 H.P. (QTY. 2) 1-1J2' (SOH 40) 8" (QTY.4) 220V 43A EACH SINGLE PULL DIRECT DRIVE 1 H.P. (QTY. 2) 1-1/2° (SCH 40) 8" (QTY. 4) 220V BRA EACH DOUBLE PULL DIRECT DRIVE 3/4 H.P. (QTY. 2) 1-1/2- (SCH 40) 8' (QTY. 4) 220V 4.9A EACH DOUBLE PULL DIRECT DRIVE 1 H.P. (QTY. 2) 1-1/Y (SCH 40) B' (QTY.4) 22OV 6.9MA EACH DOUBLE PULL DIRECTDRIVE 1 N.P. (QTY. 21 1-1/2" ISM 40) 30" (QW. 4) 220V 6.8A FAC I ENGINEERS SEAL NAME DATE rr'wL. rrawn usv. ACC s is is MECH-ELECT-CIVIL EN& 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E FLA REG NO.2994i