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FLOAT SYSTEM PERFORMANCE REQUIREMENTS POST TENSIONING REQUIREMENTS <br /> PROVIDE FLOAT UNITS, AND CONNECTIONS CAPABLE OF WITHSTANDING DESIGN 6. WAVE AND CURRENT LOAD: 1. FLOAT MANUFACTURER/DESIGNER SHALL DESIGN POST TENSION SYSTEM <br /> LOADING CRITERIA INDICATED BELOW: TO HOLD INDIVIDUAL FLOAT TOGETHER WHERE FLOAT SYSTEM LENGTHS <br /> EXCEED THRU-ROD CAPABILITIES. <br /> 1. FLOAT SYSTEM SHALL BE FOAM FILLED CONCRETE SHELLS ON ALL CONDITION WAVE HEIGHT <br /> SIDES. FLOAT UNITS SHALL BE CAPABLE OF SUPPORTING ALL DESIGN 2. POST TENSIONING DUCTS SHALL BE DESIGNED TO BE FILLED WITH <br /> LOAD COMBINATIONS THROUGHOUT ENTIRE TIDAL RANGE. ALL 110 MPH WIND Hs = 2.2 FT GROUT OR CORROSION INHIBITING GREASE. ADEQUATE PORTS AND VENTS <br /> REINFORCEMENT AND WELDED WIRE MESH SHALL BE HOT DIPPED PASSING TUG H = 2.8 FT SHALL BE PROVIDED TO FULLY FILL DUCTS. <br /> GALVANIZED AND ISOLATED FROM ANY ANCHORAGE OR EMBEDDED RODS. <br /> STORM CURRENT - 2 KNOTS-LOAD DETERMINED BY FLOAT 3. FLOAT DESIGNER SHALL SUBMIT DETAILED POST TENSIONING SEQUENCING <br /> 2. FREEBOARD: MANUFACTURER PLANS AND CALCULATIONS. <br /> A. DEAD LOAD FREEBOARD: 1'-8" 7. BERTHING LOAD: 98' VESSEL. 4. POST TENSION ANCHORS SHALL BE PROTECTED WITH GREASE FILLED <br /> SEALED CAPS. <br /> B. THE FREEBOARD UNDER ALL DEAD LOADS SHALL NOT BE MORE A. WEIGHT = 207,500 LBS <br /> THAN 1/2 INCH BELOW OR MORE THAN 1 INCH ABOVE THE <br /> SPECIFIED FREEBOARD AFTER ONE YEAR OF OPERATION. DEAD LOADS B. APPROACH VELOCITY = 0.5 KNOTS <br /> SHALL CONSIST OF THE FLOAT SYSTEM, RUBSTRIPS, BULLRAIL, PILE <br /> RESTRAINT GUIDES, TRANSITION PLATES, AND ALL OTHER ATTACHED <br /> APPURTENANCES AND STRUCTURES. C. APPROACH ANGLE = 10 DEGREES <br /> C. UNDER ALL DEAD LOADS, THE CONNECTION HARDWARE EXCLUDING PT 8. UTILITY LOADS: <br /> STRANDS SHALL BE GREATER THAN OR EQUAL TO 6 INCHES ABOVE FLOAT WIDTH PER PLAN <br /> THE WATER SURFACE. A. FLOAT DESIGNER SHALL UTILIZE A FIRE WATER SYSTEM <br /> ENGINEER TO DETERMINE LOADS ON DRY LINE FIRE WATER <br /> 3. UNIFORM LIVE LOAD: SYSTEM, SUCH AS WATER HAMMER. <br /> A. 50 PSF UNIFORM LIVE LOAD FOR STRUCTURAL CAPACITY 9. THE FLOAT MANUFACTURER SHALL PROVIDE LIFE PRESERVERS <br /> AND FIRE EXTINGUISHERS WITH THE FLOAT SYSTEM AS <br /> B. 40 PSF UNIFORM LIVE LOAD LL(U) LOCATED ON THE PLANS. THESE ITEMS SHALL BE LOCATED <br /> AND MOUNTED TO THE FLOATS IN SUCH MANNER THAT THEY <br /> DO NOT INTRUDE UPON THE FUNCTIONALITY OF THE FLOATING <br /> C. FREEBOARD UNDER DL+LL(U) TO BE 10 INCHES MINIMUM. DOCK. <br /> S 14;74 <br /> -3o 51.ITS, <br /> 52.1 <br /> - 4. CONCENTRATED LIVE LOAD: 10. CLEATS: 5T CLEATS SEE SPECIFICATIONS. A <br /> S1.2 52.3 <br /> A. 400 LBS, DISTRIBUTED OVER 144 SQUARE INCHES, PLACED 11. STABILITY REQUIREMENTS: <br /> ANYWHERE ON FLOATS. <br /> A. FLOAT MFTACFNTRIC HEIGHT SHALL BE 2'-0" MIN. LU z I <br /> o B. FREEBOARD UNDER DL + POINT ILL TO BE 13 INCHES MINIMUM. z¢� O 7 �I O <br /> �I B. EACH FLOAT SECTION SHALL BE INDEPENDENTLY STABLE m L <br /> C. CROSS SLOPE SHALL NOT EXCEED 2%. AND NOT RELY ON A CONNECTION TO AN ADJACENT m o- (D T(D T`— — <br /> FLOAT. L`Of <br /> 0 5. WIND LOAD: a <br /> C. FLOATS SHALL BE DESIGNED TO FREELY ROLL FOR THE O O <br /> i STORM CONDITION 110 MPH WIND SPEED FOR RISK CATEGORY II PREDICTED FLOAT MOVEMENTS FROM EXPECTED WAVES. <br /> 12. PILE HOOPS AND PILES: ¢ O <br /> a Of <br /> o A. PILE HOOPS SHALL BE INTERNAL TO THE FLOATS, EXCEPT <br /> O O <br /> WHERE SHOWN ON THE PLANS. <br /> w <br /> 0 <br /> o_ <br /> - B. ALL PILE HOOPS SHALL HAVE UHMW RUB STRIPS ON 4 <br /> o SIDES THAT CAN BE SAFELY REMOVED WHILE THE PILL IS <br /> IN PLACE. ALL RUB STRIPS SHALL HAVE A MINIMUM OF <br /> i 3/4" WEAR THICKNESS. <br /> OPERATIONAL CONDITION 60 MPH WIND SPEED <br /> 0 <br /> C. HDPE PILE HOOP COVERS SHALL BE PROVIDED TO BE <br /> o TIGHT WITH THE PILE AND SLIDE ON THE FLOAT. AIR TANKS AT ATTENDANT <br /> cn <br /> SHED AND CANOPY <br /> w 13. MODULAR FLOATS SHALL BE MATCH CAST IN SEQUENCE TO <br /> STRUCTURE IF NEEDED, <br /> o� ENSURE NO GAPS BETWEEN FLOATS. SEE NOTE 14 <br /> _ o <br /> z o <br /> 14. SUPPLEMENTAL FLOTATION MAY BE REQUIRED AT THE <br /> 0 0 ATTENDANT SHED AND CANOPY STRUCTURE. POLYURETHANE <br /> o? AIR TANKS MAY BE UTILIZED AT THESE LOCATIONS. <br /> N N <br /> N� � 18"0 GUIDE PILE AT <br /> CENTER OF 8' FLOATS <br /> o AND SIDES OF 20' FLOATS <br /> o_ <br /> 0 <br /> FLOAT TYPICAL SECTION <br /> E <br /> - 51.2 SCALE: 1" = 1'-0" IF SHEET IS LESS THAN 22x34 <br /> v REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> DWG. No. <br /> o�It E.�qj� N. WATSON AS SHOWN PORT OF EVERETT S1,2 w/� <br /> N 5G p4* �l DESIGNED BY: DATE: U) <br /> Port of ��°`° r� E. DDBROECK DATE 2023 CENTRAL MARINA FUEL DOCK CIP NO <br /> EVERETT 2-0-073-01 5 <br /> `o DRAWN BY: CHECKED BY: /G�/ <br /> ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11/2023 SS ISSUED FOR PERMIT REVIEW � 7 �"\�9 T. LLMQNS S. KU EB LER NOOOJECTMR—GM-2023-01 Li <br /> Seattle,Washington 98101 ti APPROVED BY FLOAT DESIGN CRITERIA w <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ��P' <br /> a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 36 OF a <br />