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HomeMy WebLinkAboutS200 FISHING PIER STRUCTURAL FRAMING PLAN AND SECTIONS1 2 A B C D E F VERIFY FINAL DEMINSION WITH CIVIL PLANS35' - 0" (MAX)1' - 0"ADA COMPLIANT SECTION 4' - 0" 2 S200 __________ 1' - 4" 2x8 PT JOIST @ 12" OC (TYP, UNO) 10' - 0" 4 S201 __________ 3 S201 __________GUARD POST (TYP) INTERMEDIATE GUARD POST (TYP) GIRDER (TYP) 2x JOIST (TYP)(TYP)7' - 0" MAXCONCRETE PIER ABUTMENT S201 5 5 S200 __________ JOIST EACH SIDE OF GUARD POST JOIST EACH SIDE OF GUARD POST (TYP) (TYP) (TYP) SEE DETAIL FOR BRACE POST CONNECTION /4 S201 S201 5 (SIM) 2 S201 __________ MAIN GUARD POST (TYP) 1 S201 __________ (TYP) (TYP) 3 S200 __________ 1' - 4" 10" DIA ⌀TIMBER PILE (TYP) TIMBER PILE NOTE: 1. PILES SHALL BE ROUND 10" DIAMETER SOUTHER YELLOW PINE TIMBER, GRADE ASTM D25 & TREATED FOR FRESHWATER USE STANDARDS. 2. DRIVE PILES TO A MINIMUM 5-TON CAPACITY AND 10-FT MINIMUM BELOW VARIABILITY IN THE THICKNESS OF LOOSE POND BOTTOM SEDIMENTS. DECKING ORIENTATION; VERIFY DECKING MATERIAL WITH OWNER PRIOR TO CONSTRUCTION. WOOD DECKING SHALL BE A MIN OF 2X6 PT NO. 2 SOUTHERN PINE. COMPOSITE DECKING SHALL MEET MANUFACTURER'S SPECIFICATIONS FOR SPAN JOIST SPACING REQUIREMENTS. 12 T/O RAIL 3' -6" T/O DECK 0" TIMBER PILE (TYP)GIRDER -SEE PLAN JOIST (TYP) -SEE PAN DECKING -SEE PLAN GUARD POST (TYP) -SEE DETAILS RAILING (TYP) TOP RAIL (TYP)5"11 1/2"11 1/2"SIMPSON STRONGTIE H1A (TYP) 10' - 0" T/O DECK 0" 2 3/4" JOIST END LOCATION TIMBER PILE (BEYOND) GIRDER (TYP) -SEE PLAN JOIST (TYP) -SEE PLAN FULL DEPTH BLOCKING AT JOIST END (TYP) COL 3"5 1/4"3"NOTCH TIMBER PILE AS SHOWN FOR FULL GIRDER BEARING (TYP) 4 S200 __________ A T/O RAIL 3' -6" T/O DECK 0" 3' - 0"SEE NOTEAPPROACH -SEE CIVIL NOTE: ALIGN B/O 2x6 SILL PLATE SO T/O DECKING ALIGNS WITH CONCRETE AND APPROACH WALKWAY #5 @ 12" OC EW, T&B (TYP) 3" CLR (TYP) 3" CLR EXISTING GRADE -SEE CIVIL 3' - 0" (MIN)#5 @ 12" OC EW, EF FULL DEPTH BLOCKING (TYP)(2) 2X6 PT SILL PLATE ATTACHED W/ SIMPSON STRONG-TIE TITAN HD SS 1/2" x 4" @ 12" OC SIMPSON STRONGTIE H1A (TYP) GUARD POST (TYP) -SEE DETAILS 5' - 0" MAX1' - 0"BACKFILL W/ NO. 57 STONE 4" MIN CRUSHED STONE 2 T/O DECK 0" 1' - 4" 2"6"2" DECKING JOIST -SEE PLAN GIRDER -SEE PLAN (4) 1/2" ⌀BOLTS (TYP) RAILING -SEE PLAN TIMBER PILE -SEE PLAN 1 (OPP) 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H REVISION RECORDSHEET OFDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:2704 Cherokee Farm Way • Suite 101 • Knoxville, TN 37920Ph: 865.977.9997 - Fax: 865.977.9919www.cecinc.comP:\310-000\311-804\-CADD\Revit\311-804_Structural_CENTRAL_R24.rvtAs indicatedREI REAL ESTATE SERVICES, LLCFISHING PIER DESIGN11335 N. MICHIGAN ROADCARMEL, INDIANA 46077STRUCTURAL FRAMING PLAN ANDSECTIONSCRSRTJRTJ311-804JANUARY 2024S200 3 5NO DATE DESCRIPTION0 1/23/24 ISSUE FOR BID 1/2" = 1'-0"S200 1 FISHING PIER FRAMING PLAN 3/4" = 1'-0"S200 2 TYPICAL PIER CROSS SECTION 3" = 1'-0"S200 5 TYPICAL GIRDER SECTION A 3/4" = 1'-0"S200 3 CONCRETE ABUTMENT SECTION 3" = 1'-0"S200 4 TYPICAL GIRDER SECTION B 1/23/24