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WE <br />U) <br />w <br />0 <br />z <br />w <br />I <br />z <br />w <br />E2 <br />ILL <br />U_ <br />E <br />DESIGN CRITERIA: <br />DESIGN LOADS <br />1, UNIFORM LIVE LOADS <br />1000 PSF ON ANY COMBINATION OF SPANS. <br />300 PSF WHEN COMBINED WITH CRANE LOADING WITH NO UNIFORM LIVE <br />LOAD WITHIN 5'-0" OF EITHER SIDE OF THE CRANE RAIL. <br />2. CONCENTRATED LIVE LOADS <br />HS25 TRUCK <br />TEREX MOBILE CRANE TRAVEL LOADING SEE DIAGRAMS <br />TEREX MOBILE CRANE OPERATING (OUTRIGGER) LOADING ON THIS SHEET <br />CONTAINER HANDLER <br />3. DEAD LOADS: <br />CONCRETE 160 PCF <br />BALLAST 150 PCF <br />ACP 150 PCF <br />STEEL 490 PCF <br />4. CONTAINER CRANE LOADS <br />A. CRANE RAIL LOADS: <br />100' GAUGE CRANE: <br />UNIFORM CONTAINER CRANE LOAD LIMITS ON EACH RAIL <br />(WATERSIDE AND LANDSIDE) <br />CFL®UNIFORM <br />CRANE FACTORED <br />LOAD LIMIT <br />CSL®UNIFORM <br />CRANE SERVICE <br />LOAD LIMIT <br />OPERATING <br />70 <br />KLF <br />VERT <br />3.5 KLF <br />HORIZ <br />STOWED <br />84 <br />KLF <br />VERT <br />5.5 KLF <br />HORIZ <br />OPERATING <br />50 <br />KLF <br />VERT <br />2.5 KLF <br />HORIZ <br />STOWED <br />60 <br />KLF <br />VERT <br />4.0 KLF <br />HORIZ <br />B. FOR CRACK CONTROL UNDER CRANE OPERATING SERVICES LOADS, <br />CLASS 2 EXPOSURE CONDITIONS (EXPOSURE FACTOR, ye = 0.75) <br />WERE ASSUMED UTILIZING AASHTO 2014 SPECIFICATIONS SECTION <br />5.7.3.4. <br />C. LONGITUDINAL LOADS AT STOW PIN SOCKETS: <br />Pu = 320 KIPS ULTIMATE PER SOCKET <br />Ps = 200 KIPS SERVICE PER SOCKET <br />D. CRANE STOPS: <br />Pu = 350 KIPS ULTIMATE FACTORED LOAD ACTING HORIZONTALLY <br />5'---6" ABOVE TOP OF RAIL, PER STOP <br />5. FENDER SYSTEM <br />THE EXISTING FENDER SYSTEM SHALL BE TEMPORARILY DISCONNECTED <br />FROM THE WHARF TO ALLOW FOR DEMOLITION OF THE EXISTING BULLRAIL <br />AND CONSTRUCTION OF THE NEW WATERSIDE CRANE BEAM. FOLLOWING <br />CONSTRUCTION OF THE WATERSIDE CRANE BEAM, THE EXISTING FENDER <br />SYSTEM SHALL BE REATTACHED. EXISTING FENDER PILES SHALL BE <br />TEMPORARILY BRACED TO PREVENT PILE DAMAGE. <br />6. LINE PULL ON BOLLARDS <br />P <br />0H <br />P LAN <br />P <br />o 0V <br />ELEVATION <br />RANGE OF <br />RANGE OF <br />RATED <br />HORIZONTAL <br />VERTICAL <br />LOCATION <br />CAPACITY <br />ANGLE <br />ANGLE <br />P <br />0H <br />0V <br />PIER PIPE BOLLARD <br />100 TONS <br />0° TO 180' <br />0* TO +60' <br />REMOVABLE BOLLARD <br />50 TONS <br />0® TO 180° <br />0' TO +60" <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />7. LOAD <br />COMBINATIONS <br />SERVICE LOAD <br />COMBINATIONS <br />S 1 <br />= 1.OD <br />+ <br />1.OL + <br />1 .OE + <br />1.OR + 1 .OS + 1.OT <br />S2 <br />= 1.OD <br />+ <br />1.00SL <br />+ 1.0E <br />+ 1.OR + 1.OS + 1.OT <br />S3 <br />= 1.OD <br />+ <br />0:75L <br />+ 1.0E <br />+ LOBE <br />S4 <br />= 1.OD <br />+ <br />0.75CSL + 1.0E <br />+ 1.OBE <br />S5 <br />= 1.OD <br />+ <br />1.OL + <br />1.0E 4-- <br />1,OM <br />S6 <br />= 1.OD <br />+ <br />1.00SL <br />+ 1.OE: <br />+ 1.OM <br />FACTORED <br />LOAD <br />COMBINATIONS <br />U 1 <br />= 1 .2D <br />+ <br />1 .6L + <br />1.6E + <br />1 .2(R + S + T) <br />U2 <br />= 1.21D <br />+ <br />1.6CFL <br />+ 1.6E <br />+ 1.2(R + S + T) <br />U3 <br />= 0.9D <br />+ <br />1.6E + <br />1.0(R <br />+ S + T) <br />U4 <br />= 1.2D <br />+ <br />1.OL + <br />1.6E 4- <br />1.OBE <br />U5 <br />= 1.2D <br />+ <br />1.00SL <br />+ 1.6E <br />+ 1.OBE <br />(NOTE: CSL <br />IS USED HERE <br />TO BE CONSISTENT WITH POLB <br />VERSION 4 <br />FACTORED LOAD CASE III) <br />U6 <br />= 1.2D <br />+ <br />1.6L + <br />1.6E + <br />1.6M <br />U7 <br />= 1.2D <br />+ <br />1.6CFL <br />+ 1.6E <br />+ 1.6M <br />D - DEAD LOAD <br />UDLL - UNIFORMLY DISTRIBUTED LIVE LOAD <br />L - LIVE LOADS (UDLL OR VEHICLE LOADING) <br />-- IMPACT FACTOR (APPLIED TO L AS APPROPRIATE) <br />BE -- BERTHING LOAD (PER UFC 4-152-01) <br />M - MOORING LOAD <br />E - EARTH PRESSURE LOAD <br />R - CREEP LOADS <br />S - SHRINKAGE LOADS <br />T -- TEMPERATURE LOAD ( A T + 30' ) <br />CFL - CRANE FACTORED LOAD LIMIT STOWED OR <br />OPERATING WITH (1.6)300PSF UDLL <br />CSL - CRANE SERVICE LOAD LIMIT STOWED OR OPERATING <br />WITH (1.0)300PSF UDLL (OPERATING LIMITED BY <br />CRACK CONTROL CRITERIA) <br />TRAVEL LOADING: <br />AXLE LOADS: 139K/AXLE <br />7 SPA @ 5'-5'4 OC <br />69.5K <br />1 <br />CL <br />OPERATING LOADING: (MAXIMUM OUTRIGGER LOAD) <br />36' TYP <br />-� -- 5' -10 4, <br />693K 40'` K <br />304K 121 K <br />-=-1-- -- - - -,-- __1 - --- --- C) <br />494-2 1 /2" <br />CL CL <br />OUTRIGGER PLACEMENT SHALL BE BETWEEN GRID LINES <br />A-H. OUTRIGGERS SHALL BE PLACED PARALLEL TO THE <br />BERTHING FACE OF WHARF & SHALL NOT BE PLACED <br />ON VAULT LIDS OR TRENCH DRAINS <br />TEREX HMK 7608 MOBILE HARBOR CRANE <br />69.5 K <br />m <br />,0 <br />12/8/17 <br />SK <br />I ISSUED FOR DID AND PERMIT. <br />N0, <br />DATE I <br />BY <br />I REVISION <br />NO. I DATE I BY <br />REVISION <br />m <br />EQUIVAL EN - <br />UNIFORM E OA[ <br />(CFL OR CSL <br />PROJECT ENGINEER.: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />CL CORNER CL CORNER <br />NOTE: <br />LANDSIDE AND WATERSIDE CRANE <br />RAILS ARE AT DIFFERENT ELEVATIONS. <br />SEE S7.1 , S8.1 & <br />S1.3 512.1 <br />CL STEER AXLE <br />Ps <br />PS <br />Ls � <br />I <br />CL DRIVE AXLE <br />I � <br />° - C <br />�d <br />Ld <br />10.67' <br />Ps = 16K Pd = 65k <br />(INCLUDES 10% IMPACT) (INCLUDES 10% IMPACT) <br />Ws = 20" Wd 51 " <br />Ls - 6.194 Ld - 2344 <br />qs = 131 psi qd = 112 psi <br />TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER. <br />NOTE: <br />CONTAINER HANDLING REACH STACKERS <br />CURRENTLY USED ON SITE ARE HYSTER <br />RS46-36CH AND LINDE C4535TLS. THE <br />TAYLOR THPC-976 LOADING WILL GOVERN <br />OVER THE HYSTER AND LINDE LOADING. <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />C'� ® C'� CD <br />c CD -4- <br />-LO.4 W---- - ®-�- -� 0.4 W CL <br />QO <br />D.1 W � -�; 0.4 W I -®-.si - ® - ®I 0, 4 Wly CL <br />14'-0" 14' TO 304 <br />W - COMBINED WEIGHT ON THE FIRST TWO <br />AXLES WHICH IS THE SAME AS FOR THE <br />CORRESPONDING H TRUCK. <br />NOTE: ADD 10% IMPACT TO ABOVE LOADS <br />HS 25 TRUCK - (1.25 x HS20 <br />CIP NO. <br />1-8-P-001 -06 <br />PROJECT <br />NO. MT-ST-201 7-11 <br />SHEET NO. 60 OF 176 <br />