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3"X3 8" SIDE RAILS <br />OSHA COMPLIANT SERRATED LADDER <br />RUNGS (TYP.) EQ. SPACING AT 12" O.C., <br />CENTERED ON SIDE RAILS <br />8"X3 8" BENT PLATE, <br />EA. SIDE <br />L4X3X1 4 SLV <br />3 SIDES14" <br />FASTEN BASE PLATE TO STRUCTURAL <br />DECK WITH (4) Ø 1 4"X 20 HEX HEAD SELF <br />DRILLING, SELF TAPPING SCREWS, TYP. <br />21" <br />42" <br />3"X3 8" MID RAILS ON BOTH <br />SIDES OF WALK THROUGH <br />3 SIDESØ 1 2" EPOXY <br />ANCHOR, TYP. <br />L5X3X1 4 LLV, TYP. <br />7" <br />MIN. <br />7" <br />MIN. <br />EXIST. MASONRY <br />WALL. FIELD VERIFY <br />CONDITION <br />FLASH IN <br />ACCORDANCE WITH <br />DETAIL 16/4.0, TYP. <br />4'-6" <br />FIELD VERIFY <br />1 <br />2" MIN. <br />1" MAX <br />STANDARD DUTY, GALVANIZED, 1"X316" BAR <br />GRATING, BARS PERPENDICULAR TO SIDE RAILS <br />METAL DECK <br />WOOD DECK <br />1 4" <br />CENTER BOLT ON SIDE RAIL, TYP. <br />11 <br />2" MIN. <br />TYP. <br />L3X3X1 4 TOP RAILS ON BOTH <br />SIDES OF WALK THROUGH <br />STANDARD DUTY, GALVANIZED, 1"X316" BAR <br />GRATING, BARS PERPENDICULAR TO SIDE RAILS <br />8"X3 8" BENT PLATE, TYP. <br />3" <br />TYP. <br />L2X2X1 4 WELDED AND <br />CENTERED ON SIDE RAILS, TYP. <br />FASTEN LADDER TO HSS AND <br />ANGLE ASSEMBLY IN THE FIELD <br />(1) Ø 1 2" BOLT PER L2X2X1/4 <br />3"X3 8" SIDE RAILS <br />OSHA COMPLIANT SERRATED LADDER <br />RUNGS (TYP.) EQ. SPACING AT 12" O.C., <br />CENTERED ON SIDE RAILS <br />24" <br />PARAPET FACE L5X3L1 4 LLV <br />12'-6", <br />FIELD VERIFY <br />20 <br />5.0 <br />NOTE: FIELD DRILL HOLES TO FASTEN <br />LADDER TO HSS AND ANGLE ASSEMBLY. <br />GRATING CLIP, TYP. <br />12" <br />12" <br />MAX <br />FASTEN ANGLE TO SIDE RAILS IN <br />THE FIELD WITH Ø 1 2" BOLT, TYP. <br />FASTEN MID AND TOP RAILS TO SIDE <br />RAILS IN THE FIELD WITH Ø 1 2" BOLT, TYP. <br />12" <br />MAX <br />L4X3X1 4 SLV <br />HSS 2.375X0.250 <br />1 4" THICK, 8" SQ. <br />BASE PLATE <br />1 <br />2" MIN. <br />8" <br />8" <br />11 <br />2" <br />TYP. <br />11 <br />2" <br />TYP. <br />1 4" <br />Ø 516" HOLE, TYP. <br />HSS 2.375X0.250 <br />3'-0" <br />1 4" <br />HSS 2.375X0.250 <br />L4X3X1 4 <br />B <br />A <br />SECTION A - BASE PLATE <br />SECTION B - HSS TO ANGLE CONNECTION <br />SLV - SHORT LEG VERTICAL <br />LLV - LONG LEG VERTICAL <br />No.REVISION By Date <br />DRAWN BY: <br />ENGINEER: <br />APPROVAL: <br />DATE: <br />PROJ.:SCALE: <br />DWG. NO. <br />5.0 <br />HMF <br />DCC <br />J2582DETAILS DCC/WRT <br />05/06/2022ORANGE COUNTY WHITTED BUILDING ROOF REPLACEMENTHILLSBOROUGH, NORTH CAROLINAORANGE COUNTY ASSET MANAGEMENT SERVICESENGINEERING, INC.AS SHOWN <br />18 <br />5.0 <br />EXTERIOR LADDER - SIDE VIEW <br />SCALE: 1" = 1'-0" <br />19 <br />5.0 <br />EXTERIOR LADDER - FRONT VIEW <br />SCALE: 1" = 1'-0" <br />20 <br />5.0 <br />PRE-FABRICATED HSS AND ANGLE ASSEMBLY <br />SCALE: 3" = 1'-0"BID DOCUMENTS <br />DocuSign Envelope ID: 89558C18-938A-4BFF-B14A-A2214E8AA5DD