The URL can be used to link to this page

Home My WebLink AboutBOAT LIFT PLANSMODELS 4500, 7000, 10,000, 13000, 16000 1 �PILING HEIGHT (CHOICE) EVEN �— NOTE 16000 ADD CENTER PILING PILING PLACEMENT FOR 4 POST BOAT LIFT (PLAN VIEW) MODELS 24000, 32000 A BOAT TRAVEL PILING PLACEMENT FOR 8 POST BOAT LIFT (PLAN VIEW) PILING HEIGHT EVEN (CHOICE) DRIVE PIPE ALL PILINGS BEARINGS r 2 3/8" GALV BEARINGS CUT EVEN I (2) 8" CHANNEL BOLTED UNIT SELF ALIGNING BEARINGS 5/16 S/S CABLE I BOTTOM B BOAT TRAVEL - 10" 1 BEAM 115'6" 1 HD BRAC MOTOR LIFT UNITS -AM (ETS J EVEN EVEN 10"MIN DIA. EVEN 15'0"C'C' CUT PILINGS 6 POST BOATLIFT FRAME 2-MOTOR NO SCALE MODEL 16000 UNIT NO 1 1 NO 4 NO 2 --------- -----------------------s------_- ---------�---- -� } y, PILING DEADMAN --3, \�15 MOUNT BRACKETS DOUBLE 6"CHANNEL BOLTED ?�\� o NOTE: CABLES ?\Z UNIT ' o MUST WIND TOWARD 1 /2" S/S DEADMAN a r ZAP 4 POST BOATLIFT (ELEVATION VIEW) MODELS 4500, 7000, 10000, 13000 NO 3 BEARINGS 2 3/8" DRIVE PIPE ------- 1-------- �--------- -u- ------u------- --------- DEADMAN 5/8 S/S CABLE 304 1" PIN — PULLEY BLOCK JAI `10" 1 BEAM 6061T FORWARD GUIDE CABLE v LOWER BEAM ATTACHMENT (DOUBLE DROP) ALL MODELS * NOTE CABLES WIND TOWARD FORWARD POSITION TOP BEAM DOUBLE 6" H/D CHANNEL 6061T BOLTED UNIT 1/2" S/S BOAT TRAVEL LIFT BOl 4 POST BOATLIFT FRAME * ALL MODELS 4500 TO 13000 NO 5 DRIVE UNIT DRIVE PIPE 2 3/8" BEAM TOM BEAM IBEAM -PILING CUT EVEN NO 6 DRIVE PIPE CABLE ATTACHMENTS 5/8" S/S CABLE(340) DOUBLE SWEDGED ALL LIFTS S/S THIMBLES LOWER BEAM ATTACHMENT MODELS 4500, 7000 NOTE: CABLES WIND FORWARD SINGLE DROP NO SCALE DRIVE PIPE TYPICAL DRIVE PIPE N.T.S. ALL MODELS PIPE CABLE CLAMP PULLED TIGHT IN DRIVE PIPE GENERALNOTES NO 7 5/16 S/S CABLE 304 I0iox:3 SPEC. MODEL CAPACITY A B C D CABLES SIZE 4500 # 4500 # 101CC 101CC 5/16 S 7000 7000 # 12'CC 1 VCC 5/16 S 10000 10000 # 12'CC 12'CC 5/16 D 10000W 10000 # 12'CC 13'6"CC 5/16 D 13000 13000 # 12'CC 13'6"CC 5/16 D 16000 16000 # 16CC 15'CC 5/16 D 24000 24000 # 19'CC 15'6"CC 4'CC 15'CC 3/8 S/S 32000 32000 # 20'CC 15'6"CC 3/8 S/S NOTE: DELUXE LIFTS SAME SPACING EXCEPT 4500# A, 7000# A (12'CC) GENERAL NOTE MATERIAL 6061T ALUMINUM ALL MEMBERS HAVE BEEN ENGINEERED 4'-0" CC All f l n 1 ry MODEL 24000, 32000 LOWER BEAM ATTACHMENT /— DOUBLE "1NNEI DRIB Reynolds Engineering Services, Inc. REVISIONS: No. DATE REMARKS N � C:) E U co coO vi NLL 0) U U Y � 07 O Ln O cc)d) �N'lliO'L c L0 (1)= 0 ( (D Q � co 0) �U=o Ln N LLI _ CO CnIZ a > 0 E O� __3 N N U. UJ L.L.. W G M 0 Z E M O VJ O NO SCALE O 0 � W W to 1 N qt L W � ILL. p J M LO V N 1. Code Requirements: Design and construction shall be in compliance with the 6th Edition of the Florida Building Code (2017), and the specific requirements of Monroe County code, or the Municipality having jurisdiction. The extent of the Engineering Certification is limited to the manufactured boat lift. i 2. Engineering Certification. g g This drawing is not intended for installation. Site specific Engineering for installation and for obtaining required Federal, State, and Local permits is by others. 3. The Engineer shall not be responsible for the quality of materials, shop drawings, fabrication, construction inspection, supervision, or review, special inspection, or the quality or correctness of construction. The Engineer shall not be responsible for the safety of the workers or the general public during installation. REVIEWED FO CODE COMPLIAI ST. LUCIE COUP SCARY ED- ROCC St.Luciecov* qD RECEIV LU AUG 0 9 2019 ELucie County, Permitting w J H F- •� -53 sruF_ C;= <oR19C. F ., OrbAL F� James C. Reynolds, PE FI. License No. 46685 Date: 3/7/2018 Page: 1 of 2 MIN 10" WOOD OR CONC PILES I BEAM SEE SHEET2 CUT T ABOVE M.H.W. UNLESS SPECIFIED OTHERWISE MIN 10" WOOD OR CONC PILES CUT T ABOVE M.H.W. UNLESS OTHERWISE STATED MIN 10" WOOD OR CONC. PILES 120" 144" n II WOOD PT BUNKS OR MARINE ALUMINUM BUNK 4P ALL LAYOUT (NOT TO SCALE) 87" 87" + VAA10x6X192 WOOD PT BUNKS OR MARINE ALUMINUM BUNK U 6P LBL 16,000 LAYOUT (NOT TO SCALE) 132" PT XXX XXXXXXXX OR MARINE ALUMINUM BUNK 8P LBL 24,000 1 10x6 H 8P LBL 32,000 DOUBLE I10X6H 4P 4P 4P 4P 4P 4,500 120" 7,000 132" 10,000 144" 10,000 162" 1X,000 162" E J lb J d 00 NO 1 NOVA I I I 8P LBL 48,000 H PILE LAYOUT (NOT TO SCALE) GENERAL LAYOUT 4 CABLE 4,500 & 4 P LBL 7,000 (NOT TO SCALE) 4P LBL 16,000 ONLY _ -8 PILES MIN 10" PT OR CONC NO 4 GEAR NO 5 GEAR 8P LBL 32,000 r ATTACH EACH PILE BRACKET WITH 2 5/8" x 5" LAGS (MIN) GENERALLAYOUT 8P LBL 32,000 (NOT TO SCALE) 10"-14" WOOD OR CONC PILES - MAX HIGH WATER SPRING TIDES J W 01. GENERAL LAYOUT 8P LBL 48,000 H (NOT TO SCALE) LBL STRUCTURALS 8P LBL 24,000 5/8" THRU BOLTS 2 PER PILE 5/8" x 6 LAGS 2 PER PILE 10' MIN PILE PENETRATION 40 KIP BEARING NO 7 NOW: MODEL TOP BEAM TOP BEAM L a b c d CONFIG "1" 1 P LBL 4,500 = [ ] AA G6x2.5 28.7 120" 11" to 16" 101" to 106" 4P LBL 7,000 - [ ] AA C6x2.5 28.7 144" 14" t0 24" 122" to 132" 4P LBL 10,000 - [ ] AA C6x2.5 28.7 144" 10" 14" to 24" 118" 122" to 132" MIDDLE T' BEAM SPAN IS 84 INCHES (AREA OF MAX BENDING MOMENT) 4P LBL 10,000W = [ ] AA C6x2.5 28.7 144" 10" 14" to 24" 118" 122" to 132" 4P LBL 13,000 - (] AA C6x2.5 28.7 144" 10" 14" to 24" 118" 122" to 132" "L" Is the span of the top beam. 4P LBL 16,000 = [ ] AS C8x2.29 67.7 87"+87" 16" 20" to 31" 152.5" 156" to 167" a to d Are the cable load points See sheets 7 thru 10 8P LBL 24,000 = [ j AS C8x2.29 67.7 48" 2@18" 24" to 44" Range is boat raised to boat lowered 8P LBL 32,000 = [ ] AS C8x2.29 67.7 48" 14" 2@18" 24" to 44" "W" Is the span of the cradle beam. 8P LBL 48,000H = [ ] AS C8x2.527 67.7 48" 24 MODEL# 4P LBL 10,000 W Quantum custom channel may be used for these lifts IX=25.745 Sx=7.152 TOTAL NUMBER OF PILES CAPACITY CRADLE BEAM CRADLE BEAM W CABLE #CABLE MANUFACTURER W=WIDE VERSION H=HYDRAULIC CONFIG "1" SIZE FALLS I LBL 4,500 •IAA 5x3.5H 13.94 120" 5116" 4 MATERIAL: 6061 T6 ALUMINUM 4P LBL 7,000 1 AA 6x4 H 25.5 132" 5/16" 4 4P LBL 10,000 • 1 AA 8x5 H 39.69 144" 5/16" 8 4P LBL 10,000W • I AA 8x5 H 67.78 162" 5/16" 8 4P LBL 13,000 • 1 AA 8x5 H 67.78 162" 5/16" 8 4P LBL 16,000 al AA 10x6 132.09 186" 3/8" 8 YT� �#yrn�,� FOR •'1 Y 9t1N V R 8P LBL 24,000 = I AA 10x6H 155.79 186" 3/8" 12 8P LBL 32,000 x II AA 10X6H 311.58 210" 3/8" 16 CODE COMPLIANCE 8P LBL 48,000H = "`III AA 10X6H 146.37 210" HYDRAULIC CYLINDER I '.• ^'^ j JMTY Reynolds Engineering Services, Inc. REVISIONS: No. I DATE I REMARKS N C) O E U CM coO C uj U- N � U �L cn � M 000 C ON0 O.L C U') N L0V�� Q 3 CO O C CM= () Lf') C)w Cn M -0 U) FL CO m 75 Cn 73 C > N L.L. 9, 0 E N N L` W U. J J Q W oy - � U O = U) � � N L W > U. O J � M^ V J Nt C\1 W J H ,jlitirt C c�ORIVr . OVAL '\0 �� James C. Reynolds, PE FI. License No. 46685 3/7/2018 8P LBL 24,000 LAYOUT 8P LBL 32,000 LAYOUT (NOT TO SCALE) NO 3 GENERALLAYOUT LBL LIFTS 10,000 TO 16 (NOT TO SCALE) ,1 • • Page: 2of2