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CL PIER 2� <br />- BRB <br />_ <br />ORNAMENT <br />T IR4MEI AL MAULING <br />EST N <br />PREFABRICATED TRUSS-/ <br />EXISTING GROUND LINE- <br />12 SPACES 9 8'-T%i' = 113'-6" <br />(VERTICAL MEMBER SPACING, <br />RTICAL R_/ Y� <br />q I PLACE <br />PREFABRICATED TRUSS ELEVATION 0 <br />17F== <br />TRUSS BEARING LOADS (PER BEARING) O OS <br />CL BRG. �Q PIER 3 <br />19'' <br />TYPE LOADING NOTES <br />PIERS 2 & 4 PIER 3 <br />DEAD LOAD 1.18DCD 53.8 KIPS DOWNWARD 53.8 NIPS DOWNWARD INCLUDES TRUSS. CURB AND RAILING, DECK, AND 15 PSF STAY -IN -PLACE FORM ALLOWANCE. <br />PEDESTRIAN LOAD IPLT 28.4 KIPS DOWNWARD 28.4 NIPS DOWNWARD 90 PSF RED LOADING MI10 DID NOT CONTROL FOR PIER REACTIONS,. I <br />HOPI, WIND LOAD ONS, 12 5 KIPS TRANSVERSE, 3.0 KIPS LONGITUDINAL, L-101 KIPS VERTICAL T E KIPS TRANSVERSE, 1.8 KIPS LONGITUDINAL, 8-61 KIPS VERTICAL MHEroaDAPrFULEEWARD TRUSSES,. HORIZONTAL LOADS LOADS ASSUMErEVINID E ACT AN AVERAGE or ' FT ABOVE BEARING.ATN <br />VERT WIND LOAD ONS, 10 2 KIPS UPWARD AND 78-5 4 KIPS VERTICAL 5.1 KIPS UPWARD AND 78-5.2 KIPS VERTICAL BASED ON 20 PSF VERTICAL WIND PRESSURE APPLIED AT WINDWARD DUARTER RDINT OF SPAN. <br />TEMPERATURE IMP -15-5 3 KIPS IFROM SPAN AI, -18-3 8 KIPS MRDM SPAN 3) L5-5 3 KIPS 1F7,09 SPAN 4, L5-3.8 KIPS IFROM SPAN 3) <br />5TWO BEARINGS PER RIER ASSUMED FOR CALCULATIONS <br />®BOLTON <br />& M E N K mmmKm <br />ENGINEER SIGNATURE P <br />PROVIDED FOR INFORMATION ONLY AND ARE NOT NECESSARILY THE CONTROL LING DESIGN THERMAL <br />FORCE FOR THE PIERS <br />NOTES <br />FOR TYPICAL SECTION. SEE SHEET 83. <br />FOR NOTES. SEE SHEET 85 <br />PREFABRICATED TRUSS DETAILS I�«Eo ,eS.A.P4.�199-010-012 'IRIDGE N0. <br />SHEET NO. 82 OF 99 SHEETS I <br />02053 <br />