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1 OF 2S1 PROPERTY Frenchmans Reef Boat Dock Plan ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF PAUL FERRERAS, PE. THE CONCEPTS, IDEAS DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED , DEVELOPED AND PRESENTED FOR USE ON THE SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN CONSENT OF PAUL FERRERAS, PE. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE PURPOSE ONLY. REVISIONS DESCRIPTION DATE No STRUCTURAL ENGINEER 9-1 Bellevue, POB 600122 St.Thomas, USVI 00801 Phone (340) 714-5435 Fax (340) 777-5779 VIRGIN ISLANDS LICENSE No 481E FLORIDA LICENSE No 56408 NEW JERSEY LICENSE GE 32849 NEW YORK LICENSE No 059450 DATE SCALE PAUL FERRERAS, PE paul@pfpe.pro As Shown Written dimensions have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the project. Paul Ferreras, PE must be notified immediately in writing of any variation from the dimensions and conditions shown on the plans. Field verify all conditions prior to laying out or fabricating work. Bring to the Engineer's attention any deviation from designed conditions and field conditions prior to preceding with any work and cooperate with Engineer to modify such conditions at no additional cost to the owner, Engineer or consultants. Shop drawings must be submitted to the Engineer and reviewed by the Engineer prior to ordering materials, fabrication and delivery to the site, unless otherwise provided for under the specific contractual agreement between the Engineer and Client. Paul Ferreras, PE expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduce, changed or copied in any form or manner whatsoever nor are they to be assigned to a third party without first obtaining the written permission and/or written consent of Paul Ferreras, PE, in the event of unauthorized use of these documents by a third party, the third party shall hold Paul Ferreras, PE harmless and agrees to remunerate Paul Ferreras, PE for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs. 1 S1 316" = 1'-0" Boat Dock Plan EXIST BULKHEAD TO REMAIN DEMO EXIST DOCK STRUCTURE 6'-0" NEW DOCK 65'-0" 39'-6" APRIL 08, 2022 Frenchmans Reef Hotel 5 Est. Bakkero St. Thomas, USVI 1'-6" 2 OF 2S2 PROPERTY Frenchmans Reef Boat Dock Framing plan & Details ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF PAUL FERRERAS, PE. THE CONCEPTS, IDEAS DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED , DEVELOPED AND PRESENTED FOR USE ON THE SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN CONSENT OF PAUL FERRERAS, PE. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE PURPOSE ONLY. REVISIONS DESCRIPTION DATE No STRUCTURAL ENGINEER 9-1 Bellevue, POB 600122 St.Thomas, USVI 00801 Phone (340) 714-5435 Fax (340) 777-5779 VIRGIN ISLANDS LICENSE No 481E FLORIDA LICENSE No 56408 NEW JERSEY LICENSE GE 32849 NEW YORK LICENSE No 059450 DATE APRIL 08, 2022 SCALE PAUL FERRERAS, PE Frenchmans Reef Hotel 5 Est. Bakkero St. Thomas, USVI paul@pfpe.pro As Shown Written dimensions have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the project. Paul Ferreras, PE must be notified immediately in writing of any variation from the dimensions and conditions shown on the plans. Field verify all conditions prior to laying out or fabricating work. Bring to the Engineer's attention any deviation from designed conditions and field conditions prior to preceding with any work and cooperate with Engineer to modify such conditions at no additional cost to the owner, Engineer or consultants. Shop drawings must be submitted to the Engineer and reviewed by the Engineer prior to ordering materials, fabrication and delivery to the site, unless otherwise provided for under the specific contractual agreement between the Engineer and Client. Paul Ferreras, PE expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed or copied in any form or manner whatsoever nor are they to be assigned to a third party without first obtaining the written permission and/or written consent of Paul Ferreras, PE, in the event of unauthorized use of these documents by a third party, the third party shall hold Paul Ferreras, PE harmless and agrees to remunerate Paul Ferreras, PE for such use in an amount equal to the original fee for the original documents, plus legal fees, court costs, collection fees and other costs. 40'-0" 6'-0" 5'-0" 10'-11" 10'-11" 5'-0" 6" 6'-0" 6" ℄ ℄ 6" 6" ℄ ℄ ℄ ℄ 6" 1 S2 14" = 1'-0" DOCK FRAMING PLAN EXIST BULKHEAD 12"Ø PIPE PILES, TYP. 6'-0" 2'-0" 4'-0" +/- 8" DECK ASSUMED 8' TO 15' DEPTH 12"Ø PIPE PILE 12" WALL THICKNESS ASSUME 4' TO 8' SAND WILLIAMS 40MMØ B7YI HOLLOW INJECTION BAR PILE SET INTO TOP OF WEATHER ROCK LAYER 0.40 W/C GROUT ASSUMED WEATHERED ROCK LAYER HARD ROCK LAYER DEPTH TO DEVELOP 50K CAPACITY (BASED ON OVERALL PILE LENGTH) ROCK BIT 3" PILE CAP (8)#6 #4 @6" (4)#6 #3 @12" 12" WALL 12"Ø 3 S2 34" = 1'-0" PILE CAP DETAILS (TYP.) 2 S2 12" = 1'-0" DOCK - PILES SECTION 4 S2 34" = 1'-0" DOCK SECTION 3" CL. 6'-0" 1'-6" 10'-11" 10'-11" 10'-11" ℄ ℄ ℄ 6" 3 S2 3" CL. 8" DECK T1 B1 2'-0" MIN. 8" DECK TEMP#5@12" T1 - 3"CL. B1 - 3"CL. @12" 18" 18" #5 3 S2 T1 T1 T1 T1 B1 B1 B1 B1 B1 T1 B1 T1 T1 B1 B1 3@11'-2" = 33'-6" 8" DECK SLAB B1: #5@12" BOTTOM - 3" CL. T1: #5@12" TOP - 3" CL. #5@12" 8" DECK SLAB TYP. 24x24 PILE CAP 24" 8" DECK 10" 1'-6" DEMO EXIST BULKHEAD (3)#5 3" (3)#5 #5 @12" o/c #6 ANCHOR@12" o/c EPOXY GROUTED INTO EXIST BULKHEAD 4'-0"± EXIST BULKHEAD 5 S2 2'-0" 5 S2 34" = 1'-0" DOCK TO BULKHEAD CONNECTION 5@10.9'=54'-6" 2 S2