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Home My WebLink AboutEngineering Submittal-DigiCert, River Park Marina Dock & Gangway 5.14.20 (1) NOTES: 3 (2) 12" CLEAR PILE GUIDE HOOPS SHIPPED 1. DOCK DESIGN LIVE LOAD = 25 RM1 LOOSE FOR 10" TIMBER PILES BY OTHERS 2. DEAD LOAD FREEBOARD = 28"-30" 3. ALL ALUMINUM 6061-T6 FRAMING WITH MILL FINISH 4. ALL FASTENERS ASTM F593 TYPE 304 STAINLESS STEEL FIXED PIER BY OTHERS 5. 100% MIG WELDED CONSTRUCTION WITH 5356 ALLOY FILLER • • 6. ALL WELDS 3/16" FILLET, TYP. UNLESS NOTED OTHERWISE 7. PILE GUIDE HOOPS SHIPPED LOOSE AND INSTALLED BY OTHERS 8. COMPOSITE DECKING PROVIDED AND INSTALLED BY OTHERS 8"E = 8" E CHANNEL 5"C = 5"x2.25" CHANNEL �i 3"C = 3"x1.5" CHANNEL 4'-0"x20'-0" M-II GANGWAY - SEE SHEET RM-2 18'-0" AL20'-0" FLOA TING DOCK AND GANGWA Y PLAN 6 o"x20'-O°' DOCK SCALE 1/2" = 1'-0" • NOTE: PILE GUIDES SHIPPED LOOSE FOR CUSTOMER INSTALLATION Bowdoin 20'-0" 8" BOLT ON CLEAT SHIPPED LOOSE COMPOSITE DECKING BY COMPOSITE DECKING BY • OTHERS OTHERS 8"E COMPOSITE DECKING BY OTHERS RIBBED GUSSET �, / � � 1 2" THRU BOLTS - 2 PER CLEAT - EACH CORNER / // \ / \ 5 -0 TYP. / \ / / 3 'C \ \ / COMPOSITE DECKING BY OTHERS VINYL BUMPER Hutchinson C3"x1.5" STRINGERS AS REQUIRED SHIPPED LOOSE (2) COUNTER SUNK SCREWS AT EACH DECK D N : w �` _ L _ 7 3 C w AND INSTALLED BEARING POINT BY OTHERS 6'-0» C5"x2.25" CROSS MEMBER - SEE PLAN seria I Number=fck8tb3v30kj psxr7c87cg � 3f'� I h \ � I / � 1 ' ''-6 1 -6» '1 -6" 11)-6)) - IFort- 4" VINYL BUMPER b6hOzq, c—US, st=Florida, — i Pierce, / \ / e SHIPPED LOOSE / \ 1'- / \ / \ AND INSTALLED o=Bowdoi n G. Hutchinson, BY OTHERS cn=Bowdoin Hutchinson 4 x6 x24 FLOAT 4 x6 x24 FLOAT 2 x6 x24 FLOAT \-8" CLEAT 8" CLEAT RM1 8" CLEAT 1 8" CLEAT FLOATS ATTACHED WITH 3116 3/16"x3" FLAT BA AS REQ'D Date: 2020.05. 14 20:22:24 -04'00' RM 1 3/8 Ox3 1/2 S.S. BOLTS, » WASHERS SHERSA AND NYLOCK FLOAT MIN. POLYETHYLENE FLOATS Adobe Acrobat version: 2020.009.20063 -0 14 6 -0 6 -0 6 -0 -0 1 SECTION o\0 1 I I {#////i cmk> » > » SCALE 3/4» - 1'-0» ti\� G. . 1` / 6 — 0 x20 — 0 MAIN DOCK PLAN M � '• -� �c •*, ' This item has been electronically signed SCALE 1/2" = 1'-0" _ t` and sealed by Bowdoin G. Hutchinson, P.E. r' Q$ using a Digital Signature and Date. Printed ' = copies of this document are not considered OP ,,# signed and sealed and the signature must f i be verified on any electronic copies. 4 A L 0� '\\� 1'-1 7/8 RM1 � �� 1 y1/2" SCH. 40 PIPE HOOP 10"0 PILE - BY OTHER 8" E CHANNEL THIS DRAWING AND ALL COPIES, DESIGN AND DATA znC5 x2.25 CROSS MEMBERS 3/8 x4 x1)-10 P. T. TIMBER DECKING BY OTHERS SHOWN ARE THE PROPERTY OF RAVENS MARINE MOUNTING PLATE 1 1/4 ' 1 1/ ' 2 SCH. 11 PIPE RECEIVERS INC. KISSIMMEE, FL USA AND INCLUDE PROPRIETARY BOLTED TO DOCK � W/ 2 - 1/2"� BOLTS TYP. BY OTHERS o == o TYP. INFORMATION. THE BORROWER, BY RECEIPT OR RETENTION OF THE DRAWING, AGREES THAT, EXCEPT 4 7/8 4 7/8 3 16 1' 1 AS EXPRESSLY AUTHORIZED IN WRITING BY RAVENS 'Ar 1/4"x3"x3" BACKER PLATE AT MARINE, INC. IT WILL 1) NOT USE THE DRAWING OR L2 1/2"x2 1/2"x3/16"x0'-3" 1 1/2" SCH. 40 BOLTED PILE GUIDE LOCATIONS DATA SHOWN 2 NOT REPRODUCE, COPY, 2 1/2"06" UHMW ROLLER PIPE HOOP INSTALLED BY OTHERS 1/2"0 S.S. ROD W/ NYLOCK NUT DISTRIBUTE THE DRAWING OR ANY COPY FOR USE BUMPER 8" E CHANNEL SIDE RAIL 12" CLEAR HOOP PILE GUIDES SHIPPED LOOSE BY OTHERS AND 3) UPON DEMAND RETURN THE 4 SEC TION DRAWINGS, ALL COPIES AND MATERIAL COPIED ('T' SEC TION 3 SEC TION im SCALE 3/4" = 1'-0" THEREFROM. J/v SCALE 1 1/2" = 1'-0" J/v SCALE 1" = 1'-0" RAvENs A R/NE INC. 3295 ORANGE AVENUE KISSIMMEE, FL PHONE: 407-935-9799 FAX: 407-935-9436 RIVER PARK MARINA, PORT ST. LUCIE, FL FLOATING DOCK PLAN AND DETAILS DATE: 5/6/20 SHEET: 1 OF 2 DWG NO.: RM-1 NOTES. 1. ALL ALUMINUM 6061—T6 WITH MILL FINISH STD. TIP PIANO HINGE 2. ALL FASTENERS ASTM F593 TYPE 304 STAINLESS STEEL 3'-0" 1 1/4" 20'-0" 3. 100% MIG WELDED CONSTRUCTION WITH 5356 ALLOY FILLER vv 4. ALL WELDS 3/16" FILLET, TYP. UNLESS NOTED OTHERWISE RIBBED GUSSET — EACH CORNER RAVENS 8 7/8" RIBBED DECKING 8" E CHANNEL BOTTOM RAIL (A) STD. PIANO HINGE RECEIVER W/ 1/8" GAP (D) WALL FLAP C4"x2" CROSS MEMBER (C) 0 0 I I 2 3 M2 M2 8" E CHANNEL END MEMBER (B) 5" E CHANNEL END MEMBER (B) RIBBED TRANSITION PLATE 8" E CHANNEL BOTTOM RAIL (A) 1 M2 VRAVENS 8 7/8" RIBBED DECKING HANDRAIL RECEIVER W/ 1/8" GAP (E) 4 '- 0 "x20 '- 0 " MARINER-II GANGWAY PLAN 1'-11 1/16" 18'-6" SCALE: 1" = 1'—O" 1 1/2"01/4" WALL GRIP RAIL 1'-11 1/16" 1 1/2" SCH. 40 PIPE BEND R=13" 1 1/2" SCH. 40 PIPE TYP. 3/16 HANDRAIL POST (F) 6" HANDRAIL POCKET W/ 2 — 3/8"0 8" E CHANNEL BOTTOM RAIL (A) �114"X4"XCONT, KICK PLATE S.S. BOLTS AND NYLOC NUTS 9" 3 EQUAL SPACES = 18'-6" 9" 1 1/2" SCH. 40 PIPE 4 '- 0 "x20 '- 0 " MARINER-II GANGWAY ELEVATION 4'-0" CLEAR SCALE. 1" = 1'-0" LEXTRUDED RIBBED SURFACE 1 1/2'Ox1/4" WALL GRIP RAIL 8 7/8" 7JZ- ST ND RD HANDRAIL BRACKET L J 1 1/2" SCH. 40 PIPE--,,," " TIP HINGE RECEIVER W/ 1/2"0 8 7/8 RIBBED DECKING SOLID ROD PIN C2"x1" PERIMETER MEMBER — 3 SIDES 8 7/8" RIBBED DECKING RIBBED PIANO HINGE W/ /1 1 2" THIS DRAWING AND ALL COPIES, DESIGN AND DATA SCH. 80 PIPE PIN SHOWN ARE THE PROPERTY OF RAVENS MARINE, I RIBBED DECKING INC. KISSIMMEE, FL USA AND INCLUDE PROPRIETARY �' L7"x7"x1/4" RIBBED WALL FLAP INFORMATION. THE BORROWER, BY RECEIPT OR GUSSET RETENTION OF THE DRAWING, AGREES THAT, EXCEPT 0 3/4"x4" BAR AS EXPRESSLY AUTHORIZED IN WRITING BY RAVENS a' _ 2 1/2"0 x 9" UHMW ROLLER MARINE, INC. IT WILL 1) NOT USE THE DRAWING OR 1/4»x4»xCONT. KICK PLATE 0 3/4 x4 B R S.S. WASHER DATA SHOWN 2) NOT REPRODUCE, COPY, 4" 1/2"0 S.S. ROD x 12 1/2" W/ DISTRIBUTE THE DRAWING OR ANY COPY FOR USE HANDRAIL POCKET WC 2 RIBBED DECKING 1/4"x3 3/4"x3" FB @ 12" O.C. LOCKNUTS AT BOTH ENDS BY OTHERS AND 3) UPON DEMAND RETURN THE 3/8"� BOLTS W/ LOCKNUTS END RAIL (B) DRAWINGS, ALL COPIES AND MATERIAL COPIED 1/4"x3" FB ---- — THEREFROM. 2 1/2"Ox9" UHMW ROLLER (2 REQ'D) 6" 3 9 1/4" 3 " BOTTOM FLANGE OF E CHANNEL 1/4 1/2" ROD WITH UHMW CLIP o `� 1'-4 3/4" 8" E CHANNEL RA YENS MARINE INC. —T-- o/ 2 SECTION3295 ORANGE AVENUE KISSIMMEE FL » _ ROLLER END BOTTOM T TOM VIEW (�-3� SECTION M SCALE 1 1/2 — 1 —0 C4x2 CROSS MEMBER M SCALE 1 1/2" = 1'-0" PHONE: 407-935-9799 FAX: 407-935-9436 8" E CHANNEL RIVER PARK MARINA, PORT ST. LUCIE, FL 1 SECTION 4'-0" (CLEAR) x 20'-0" M-II GANGWAY M SCALE 1 1/2" = 1'-0" DATE: 5/6/20 SHEET: 2 OF 2 DWG NO.: RM- 2 St. Lucie County PUBLIC WORKS DEPARTMENT O CODE COMPLIANCE DIVISION 2300 Virginia Avenue b o) Q Q DD Fort Pierce,FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi-family),residential addition,any accessory structure requiring a building permit,and any nonresidential structure. This Certification shall not apply to interior renovations(provided that no exterior structural walls,columns or other components are being affected)and certain other minor building permits. For further assistance,please contact the Building Inspection Office at(772)462-2172. Project Name River Park Marina Street Address 500 E Prima vista Blvd. Permit Number Port Saint Lucie,FL Occupancy Type Construction Type Certification Statement: I certify that,to the best of my knowledge and belief,these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St.Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 17 Edition with 2010 Supplements and ASCE 7-10 2. Building Design is: Enclosed: Partially Enclosed: Open Building: X 3. Mean Roof Height: N/A Roof Pitch:N/A Internal Pressure Coefficient:N/A 4. Width of End Zone: 1 1 Wind Speed: 170 (3 sec.gust) 5. Building Classification Table 1-1.ASCE 710 FBC Table 1604.5 1 6. Wind Exposure Classification:D Adjustment Factor for Exposure&Height: 1.21 7. Components&Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF 8. Components&Cladding Wind Pressure on Wall Zone 4 60.6/-64.1 5 70.1/-74.5 PSF 9. Components&Cladding wind Pressure on Overhead Garage Door N/A PSF 10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/A PSF 11. Shear Walls Considered for Structure? Yes X No (if No,attach explanation) 12. Continuous Load Path provided? Yes X No (if No,attach explanation) 13. Are Component and Cladding Details Provided?Yes X No (if No,attach explanation) 14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF As witnessed by my seal,I hereby certify that the information included with this certification is true and correct,to the best of my knowledge and belief. Name: BOWDOIN G. HUTCHINSON Cert#: PE#70878 Design Firm: BENCHMARK ENGINEERING TC Date: 5/14/20 SLCCDV Form#020-00 SEAL Revised 5/18/09(CL)