NOTES C:\d\projects\standards\structures\current\ready4release\20book\00862-of8.dgn 5/2/202 0:0:6 M 0.2 MEMBER s Joint/Splice Sleeves Intermediate & Int. & Connection Sleeve Handrail Joint/Splice Sleeves Handrails Handrail Support Bar End Hoops Pickets (Type Infill Panel) Infill Panel Members (Types 2-5) TBLE NOTES: D VIEW OF RILING WITH TYPE - PICKET INFILL PNEL R " ROUND TOP CP RIL (4 Height shown, 54" Height Similar) TBLE - RILING MEMBERS LLOY () 606-T6 606-T6 606-T5 606-T5 606-T6 606-T5 606-T5 606-T6 606-T6 606-T6.090" LTERNTE TOP RIL SECTION DESIGNTION RT 2x2x.250 2 NPS (Sch. 0) " Round Top Cap Rail 2 NPS (Sch. 0).00 OD x 0.25 Wall 2.50 OD x 0.25 Wall Top Cap Rail Inner Sleeve RT 2x2x.250.50 OD x 0.25 Wall " NPS (Sch. 40) NPS (Sch. 40) " ˆ Roun " ˆ Roun () lloy 606-T6 or 606-T52 & T6 may be substituted for lloy 606-T5. (2) 0.88" wall thickness permitted for rails with post spacings less than 5 -. " 2 TOP CP RIL INNER SPLICE SLEEVE OUTSIDE DIMENSION 2.00" x 2.00" 2.87.000" 2.00" x 2.00" R 2.87.000" 2.500" 2.800".500"..900" 0.750" 0.750" 606-T5 Varies (See Details) Varies WLL THICKNESS 0.250" 0.20" 0.2 0.20" 0.2 0.2 0.090" (2) 0.250" 0.2 0." 0.4 N/ N/ Varies INTERMEDITE RIL SECTION FOR TYPE, 4 & 5 RILINGS LTERNTIVE BOTTOM & DESIGN LODS, GEOMETRY ND PPLICBILITY: See the Instructions for Design Standards for the design loads, geometry and applicability requirements. GENERL: dequate foundation support shall be provided for anchorage and stability against overturning. See Index No. 86 for special requirements and modifications for use on bridges. The railing shown on these drawings requires a handrail for ramps steeper than a 5% grade to conform with the requirements of the mericans with Disabilities ct (D). RILS, PNELS ND POSTS: Structural Extrusions, Tube, Pipe and Bar shall be in accordance with Table and STM B22 or STM B429. Top, bottom and intermediate rail corner bends with maximum 4-0" post spacing, may be lloy 606-T6. Perforated panels (Type 5) shall be lloy 00-H4. s shall be fabricated and installed plumb, " tolerance when measured at -6" above the foundation. Pickets and vertical panel elements shall be fabricated parallel to the posts, except that Type 2, & 5 panel infills may be fabricated parallel to the longitudinal grade. Corners and changes in tangential longitudinal alignment shall be made continuous with a bend radius or terminate at adjoining sections with mitered end sections when handrails are not required. For changes in tangential longitudinal alignment greater than 45, posts shall be positioned at a maximum distance of 2-0" each side of the corner and shall not be located at the corner apex. For curved longitudinal alignments the top and bottom rails and handrails shall be shop bent to match the alignment radius. BSE PLTES ND RIL CPS: s and Cap plates shall be in accordance with STM B209, lloy 606-T6. SHIM PLTES: Shim Plates shall be aluminum in accordance with STM B209, lloy 606 or 606. Shim plates shall be used for foundation height adjustments greater than " and localized irregularities greater than Field trim shim plates when necessary to match the contours of the foundation. Beveled shim plates may be used in lieu of trimmed flat shim plates shown. Stacked shim plates must be bonded together with adhesive bonding material and limited to a maximum total thickness of, unless longer anchor bolts are provided for the exposed thread length. NCHOR BOLTS: nchor bolts shall be in accordance with STM F554 Grade 6. Headless anchor bolts for dhesive nchors shall be threaded full length. Cutting of reinforcing steel is permitted for drilled hole installation. Expansion nchors are not permitted. ll anchor bolts shall have single self-locking hex nuts. Tack welding of the nut to the anchor bolt may be used in lieu of self-locking nuts. ll nuts shall be in accordance with STM 56 or STM 94. Flat Washers shall be in accordance with STM F46 and Plate Washers (for long slotted holes only), shall be in accordance with STM 6 or STM 709 Grade 6. fter the nuts have been snug tightened, the anchor bolt threads shall be distorted to prevent removal of the nuts. Distorted threads and tack welds shall be coated with a galvanizing compound in accordance with the Specifications. RESILIENT ND NEOPRENE PDS: Resilient and Neoprene pads shall be in accordance with Specification Section 92 except that testing of the finished pads shall not be required. Neoprene pads shall be durometer hardness 60 to 80. JOINTS: ll welded joints are to be ground smooth. Expansion joints shall be spaced at a maximum 5-0". Field splices similar to the expansion joint detail may be approved by the Engineer to facilitate handling, but top rail must be continuous across a minimum of two posts. WELDING: ll welding shall be in accordance with the merican Welding Society Structural Welding Code (luminum) NSI/WS D.2 (current edition). Filler metal shall be either ER58, ER556 or ER5556. Nondestructive testing of welds is not required. Filler metal for plug welds and bend splices may be ER404. COTINGS: The aluminum railing shall be mill finish unless otherwise noted in the Contract Documents. ll nuts, bolts and washers shall be hot-dip galvanized in accordance with Specification Section 962. SHOP DRWINGS: Complete details addressing project specific geometry (line & grade) showing post and expansion joint locations, post and panel type, anchor bolt installation "Case" or lengths, must be submitted by the Contractor for the Engineer s approval prior to fabrication of the railing. Shop drawings shall be in accordance with the Specifications. PYMENT: Railing shall be paid for per linear foot (Item No. 55-2-abb). Payment will be plan quantity measured as the length along the center line of the top rail, and includes rails, posts, pickets, panels, rail splice assembly, base plates, anchor bolts, nuts, washers, resilient or neoprene pads and all incidental materials and labor required to complete installation of the railing. LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 0/0/2 20 862
Spacing - 5-8" (Max.) ~ Type "B" Only 54" Special Height Bicycle Railing (SHBR) End Hoop 5-8" (Max.) ~ Type "" or 7 -" (Max.) ~ Type "B" 4 Pedestrian/Bicycle Railing (PBR) Rail Expansion Joint see Detail "B", Sheet 4 Infill Panel Type Varies, See Data Table in Plans (Pickets Shown) 7 " ( 0" ~ " Max. Gap 54" Special Height Bicycle Railing 4 Pedestrian/Bicycle Railing R Max. See Detail "", Sheet 4 Equal Clear Openings at s 2 " ~ 5 " Max. ( Top of Intermediate Rail 2-7 " ( -9 " (S Top of Sidewalk or Bikeway Ground Line -0" Bottom & Intermediate Rail Minimum from free end of concrete and expansion joints Foundation Expansion Joint * " Clear Opening (See Geometry Notes, Sheet ) 6" V-Groove or Construction Joint Offset Rail expansion joints to be located in panels above structure expansion joints * (5-0" maximum spacing). ELEVTION (Showing Outside Face of Railing with Type "" s) TYPICL RILING DETILS & RILINGS ON GRDES 0% TO 5% (Type - Picket Railing Shown, Other Types Similar) Note: Non-continuous corners are permitted when handrails are not required. EXPNDED ELEVTION T CORNERS DETIL FOR NON-CONTINUOUS RILING T CORNERS NOTES: * Keyed construction joints in Index No. 60 Gravity C:\d\projects\standards\structures\20book\00862-2of8.dgn Wall are not considered to be expansion joints. Spacing 5-8" (Max.) ~ Type "B" Only 5-8" (Max.) ~ Type "" or See Plans for 7 -" (Max.) ~ Type "B" continuation or termination limits -6" of railing 4-6" Special Height Bicycle Railing -6" Pedestrian/Bicycle Railing 2-0" " (SHBR) (PBR) 2-6" Max. Handrail required for ramps (Handrail continuous at landings between runs) Handrail ~ NPS Sch. 40 Horizontal handrail extension at landing See "Typical Railing Details" for post, rail & picket or infill panel details 0-0" Max. for Slopes > 6.25% 40-0" Max. for Slopes = 6.25% Grade -6" 2-6" Max. 2-0" " Top of Sidewalk 5-0" See Plans for continuation or termination limits of railing 6/28/202 :8:0 M 6-0" Bottom Landing 0-0" Max. for Slopes > 6.25% 40-0" Max. for Slopes = 6.25% Ramp 5-0" Intermediate Landing ELEVTION (Showing Inside Face of Railing with Type "" s) RILINGS ON GRDES STEEPER THN 5% (Type - Picket Railing Shown, Other Types Similar) Ramp RMP REQUIREMENTS For slopes greater than 5%: Max. ramp slope = 8.% Max. ramp cross-slope = 2.0% Top Landing LNDING REQUIREMENTS Max. landing slope = 2% Max. landing cross-slope = 2% LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 0/0/ 20 862 2
7 -" (Max.) ~ Pedestrian/Bicycle Railing Varies ~ Equal spacing 5-0" Max. on Steps -6" Handrail Equal to one Extension tread length See "Typical Railing Details", Sheet 2 for post, rail & picket details -6" 2-0" R 6" -6" Cap VIEW J-J " Rail Cap Round over corners J J DETIL "J" - ELEVTION VIEW 8 TOP RIL TERMINTION Seal Weld Cut rail sleeve to match inside Bottom face of post or weld rail Rail directly to post " DETIL "K" - ELEVTION VIEW BOTTOM RIL CONNECTION R 8" Rail Termination (End Cap) or Splice when rail continues on (shown dotted) -6" 0" " Max. C:\d\projects\standards\structures\20book\00862-of8.dgn 6/28/202 :8:2 M -6" Handrail termination See Detail "L" 2-0" -0" 6 Concrete sidewalk to extend 6" min. behind ra RILING CONTINUTION BEYOND STEPS OR STIRS -6" Handrail Extension R 6-0" Bottom Landing (Bottom shown, Top similar) R DETIL "L" - PLN VIEW HNDRIL TERMINTION Rail Termination (End Cap) Equal to one tread length Not considered an expansion joint for railing fabrication See Index No. 52 or Contract Plans for Step Details Varies ~ Equal spacing 5-0" Max. on Steps () Wide cheekwall both sides See Index No. 52 or Contract Plans for Step Details See "Typical Railing Details", Sheet 2 for post, rail & picket details " 6-0" Max. for one run of steps R 6" luminum Handrail required for three or more steps (Handrail and cheekwalls continuous at landings) Handrails ~ NPS (Sch. 40) pipe Handrail Continuous t Landing 2-0" Bottom of cheekwall 5-0" Length Of Landing ELEVTION (t-grade Steps shown, Elevated Stairs similar) RILINGS ON STEPS & STIRS " RIL TERMINTION DETILS -6" Equal to one tread length -6" Handrail Extension 2-0" -6"+ 2-0" Leveling Channel see Detail, Sheet 4-0" Equal to one tread width () Wide cheekwall both sides See Index No. 52 or Contract Plans for Step Details " termination see Detail "J" Handrail Termination, See Detail "L" -0" -6" 2-0" " Max. permitted Top Landing R 6" termination, -6" first panel at top of stairs Length of Landing 5 LTERNTE END TRETMENT " -6" 2-0" see Detail "K" LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 0/0/2 20 862
C:\d\projects\standards\structures\20book\00862-4of8.dgn 6/28/202 :8:4 M Top & nchor Bolt Rail or Handrail Section SECTION - 2 " SECTION B-B ( Connection) R (Handrail Connection) Intermediate Rail Set Screws * s Optional shape shown dashed Hand & Bar " ˆ (Intermediate Rail Connection) SECTION C-C SECTION D-D Intermediate Rail Sleeve & nchor Bottom Rail Sleeve ( Connection) Handrail or Neoprene Pad " " ˆ " Thick Resilient (centered) " Steel " (Beve to Bas 6" ** 6" Top & Handrails ( " ( Hole both ends Po Bolt " Plate ") ~ Expansion Joint ") ~ Field Splice Slip Joint Round over of rails " (T ROUND RILS - TOP RIL OR HNDRIL ( at Expansion Joint Shown) " " 4" PLTE WSHER DETIL TOP VIEW Rail or Handrail " Plate LEVELING CHNNEL DETIL (Front & Back) (Si luminum Sleeve " 2 " 2 Leveling Channel x x 4" wall " Max. Base Pl & nchor 8" BSE PLTE " Base Pla nchor Bolt H to Stiffene Bas "B" (shown dotted) Po Bolt SECTION G-G - BSE PLTE DETILS " ( ") ~ Expansion " ( ") ~ Field Splice Intermediate or DETIL "B" - EXPNSION JOINT (FIELD SPLICE SLIP JOINT SIMILR) 8" SHIM PLTE DETIL Match slope of " " Level SIDE VIEW Cope to clear welds 6" 5 8 F Stif " R for Type "B" - s " ˆ Base Pla nchor Bolt Ho Leveling Channel shown dashed (see Detail) SQURE RILS - INTERMEDITE OR BOTTOM RIL ( Shown at Expansion Joint Shown) Type "B" Stiffene 7 7 8" 2 8" 2 8 " 8 " 5 7 7 5 8 " 2 8 " 2 8 " 8 " (Vertical Typ.) 4-6" Special Height Bicycle Railing -6" Pedestrian/Bicycle Railing BSE PLTE B ( Option) Set Screws * F Flatten end of End Hoop to Max. width 2 " (T "B" (shown dotted) " " 6" C C D D " holes in posts. -0" luminum Sleeve through Intermediate or Type "" Intermediate Rail Pickets 4 4" G DETIL " POST "B" STIFFENER 6" 8 4" R Mitered Section (Typ. ll Rails) Set Screw * DETIL "" - RIL CONNECTIONS (Pickets/Panels Not Shown for Clarity) G (Bevel bottom & top of post as required to maintain plumb posts) NOTES: Leveling Channel - R Cope Permitted VIEW F-F " ˆ Hole ( O INTERMEDITE OR BOTTOM RIL - " Slit (Bottom Side O luminum Sleeve:.50 OD x 0.25 Wall for Intermediate and s LUMINUM SLEEVE DETIL (Bottom Side Shown) CROSS REFERENCE: Handrail (see Detail Sheet ) ~ for slopes = 8.% B ~ for slope > 8.% Leveling Channel for slopes > 5%. Stairs shown, Steep Ramp similar (Ramps - Bolts normal) use " ˆ for nchor Bolts with Flat Washers for slopes = 8.%. B (Stairs - Bolts plumb) use " ˆ nchor Bolts with Beveled Plate and Washers for slopes > 8.% to 5%; use " x " Slotted Hol * " ˆ x " Pan Head luminum (lloy 2024-T4 or 707 or Stainless Steel (Type 6 or 8-8 lloy) Set Screws. Screws must be set flush against the outside face of rails & posts and underside of handrails. single " ˆ weld may be substituted for the Set Screws. ** Embedded length may be 4" for plug welded connection. For location of Details "B", See Sheet 2. G B B G 2-0" -6" LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 07/0/2 20 862 4
P 6 O.C. (Max.) Picket Spacing * Intermediate Rail " " ˆ Max. Hole for R " ˆ Max. Hole for St 4" 7 P 0 0 Picket ~ " ˆ Bar ( DETIL "" Optional Welded Connection at end picket Optional Welded Connection at end picket 2-7 " ~ ( -9 " ~ (S See Detail "" (Top of Picket Connection) & nchor Picket ~ " ˆ Bar ( " ˆ Max. Hole for R " ˆ Max. Hole for St " Thick Resil or Neoprene Pad " Nominal Opening Equal Clear Openings at s 2 " min. ~ 5 " max. ( Equal Clear Openings at s 2 " min. ~ 5 " max. ( SECTION - See Detail "B" nchor Bolt DETIL "B" (Bottom of Picket Connection) TYPE - PICKET INFILL PNEL PICKET NOTES: * Picket Spacing of 6 " centers is based on a " NPS for standard applicat When shown in the Contract Plans a 4 picket spacing may be required. If an alternate design is used, maintain a maximum clear opening of 5 " standard installations and " for special conditi Chain-Link Fence C:\d\projects\standards\structures\20book\00862-5of8.dgn Chain-Link Fence Fabric ( Mesh x No. 9 Gage wire with knuckled top and twisted bottom selvage) Ties @ -0" center ( and End Rail) Fabric tied to inside face of railing 0 4" (PBR) 2-7 0-7 " (S TBLE 2 - CHIN-LINK PNEL COMPONENT MTERILS COMPONENT Chain-Link Fence Fabric ( mesh with twisted bottom and knuckled top selvage) Tie Wires Tension Bars STM 92 49 F 668 F 626 F 626 COMPONENT INFORMTION Zinc-Coated Steel - No. 9 gage (coated wire diameter), Class 2 Coating luminum-coated Steel - No. 9 gage (coated wire diameter) Polyvinyl Chloride (PVC) Coated Steel - No. 9 gage Zinc-Coated Wire (metallic-coated core wire diameter) ~ See Plans for specified color of PVC. Zinc-Coated Steel Wire - No. 9 gage with coating to match Chain-Link Fence Fabric. 6" (min. thickness) x 4" (min. width) x 2 - (min. height) Steel Bars Miscellaneous Fence Components F 626 Zinc-Coated Steel Ties @ 2-0" center (Intermediate & ) SECTION - CHIN-LINK PNEL NOTE: Chain-Link Fence Fabric shall be continuous along limits of railing. 6/28/202 :8:7 M TYPE 2 - CHIN-LINK (Continuous Infill Panel) NOTES:. See Plans for Infill Panel option required. Splicing of Chain-Link panels using Tension Bars at 20-0" minimum increments is permitted. LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 0/0/2 20 862 5
2 - (PBR) (SHBR) - Square Bar (Rays) Channel xx ( 4 -" R Channel See Detail "" See Detail "C" Rail Square Bar (Rays) DETIL "" #0x " (8-8 SS) @ 2-0" sp. Channel Front & Back Face Only Square Bar (Rays) DETIL "B" "x " F Strips #0x " (8-8 SS) @ 2-0" sp. INTERMEDITE RIL/RY BOTTOM RIL/RY CONNECTION CONNECTION Square Radial Center -"R? SECTION - See Detail "B" Square Bar (Rays) "x " Pu Holes @ sp. Bar (Rays) Channel x (rc) Max. "x " Pu Holes @ sp. Notch rc at Side Channel -6 4" TYPE - SUNSHINE INFILL PNEL Channel x (rc) DETIL "C" RY/RC CONNECTION ~ #0x " (8-8 SS) @ -0" sp. DETIL "D" C:\d\projects\standards\structures\20book\00862-6of8.dgn 6/28/202 :8:20 M 2-0" (PBR) Panel Height -0" (SHBR) " (PBR) 8 " 5 " 9 6" (SHBR) - 52 " Infill Channel (Cut or Cast) C C B B 8" R (PBR) -0" R (SHBR) 2 (PBR) " (PBR) - (PBR) Panel Width " (S (SHBR) - (SHBR) Gap Varies 2-8" R (PBR) 4-0" R (SHBR) 4" Max. TYPE 4 - BRODWY INFILL PNEL NOTES:. See Plans for Infill Panel Option required. See Detail "4" " Infill SECTION - Inside Face of Rail Channel " Infill DETIL "4" #0x " (8-8 SS) @ 2-0" sp. "x " F Strip RC/POST CONNECTION Panel Mullion " Panel " PNEL/RIL CONNECTION (Top Shown, Bottom Similar) SECTION C-C PNEL/SPLICE CONNECTION End Panel " " " " Lengthen border and trim top & bottom of panels to match grade. " (PBR) (SHBR) " (Ramp) Max. (Stairs) (Ramp) PNEL DJUSTMENT FOR RILINGS ON GRDES ~ #0 Gap Varies Pan 4" Max. (8-8 SS) @ -0" sp. "x " F Strip " Panel SECTION B-B PNEL END CP LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 0/0/ 20 862 6
2-0" (Panel Height) 4 Pedestrian/Bicycle Railing 54" Special Height Bicycle Railing -0" (Panel Height) Perforated Panel (0.04" ) C Channel Panel Mullion C See Detail " Perforated Panel (0.04" ) Inside Face of Rail #0x " (8-8 SS) @ Channel 2-0" sp. "x " F Strip Perforated Panel (0.04" ) DETIL " PNEL/RIL CONNECTION (Top Shown, Bottom & Sides Similar) Perforated Panel Panel Mullion (0.04" ) SECTION - 6/28/202 :8:2 M C:\d\projects\standards\structures\20book\00862-7of8.dgn REPETING PTTERN DETIL FOR PEFORTED PNEL -0" Max. -0" Max. (Panel Width) (Panel Width) "x " F Strip TYPE 5 - PERFORTED INFILL PNEL " SECTION C-C PNEL/SPLICE CONNECTION LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 0/0/ 20 862 7
See Section - Sheet 4 5-0" Std. ~ -0" Clear Between Handrails 4 Bolts & Bolts & 4" Sidewalk with Thickened Edge Slope 2% Max. (away from drop-off) 6" 54" ~ Special Height Bicycle Railing 4 ~ Pedestrian/Bicycle Railing 4" (Case IIa) 4 (Case IIb) Bolts & See Detail "C" Slope 2% Max. (away from drop-off) Top of step nosing 4 ~ Pedestrian/Bicycle Railing 2-0" Measured from Step Nosings 4 NPS (Sch. 40) Handrail 4 45-0" Drop-off (Varies) Reinforced Concrete Structure Step Cheekwall Varies ( Required for Stability of Railing) 8" Width at TYPICL SECTION ON STEPS & STIRS (Case III) Top of Wall C:\d\projects\standards\structures\20book\00862-8of8.dgn 6/28/202 :8:26 M TYPICL SECTION ON CONCRETE SIDEWLK TYPICL SECTION ON RETINING WLL (Case I) ~ " ˆ C-I-P Hex Head nchor Bolts, or " ˆ Headless nchor Bolts set with an dhe Bonding Material System in accordance with Specification Sections 46 and 97. Self-Locking Hex Nut & Washer. Place nchor Bolts perpendicular to Base Grades = 8.% (Ramps) with flat washer. Place anchor bolts plumb for grades > 8. (Stairs) with flat washer & beveled washer, or leveling channel. Edge Shim (8" long Shim Plates as required x " wide x thickn as Reqd.) Full size Shim Plates when required for height adjustment () wide " Thick Resilient bed of dhesive or Neoprene Pad Bonding Material DETIL "D" (OPTIONL SHIMMING DETIL DETIL "C" FOR CROSS SLOPE CORRECTION) (Cast-In-Place nchor Bolts shown, (Used in lieu of Beveled Shim Plates) dhesive nchors similar) "C" Embedment (Case II) & nchor Washers or Leveling Channel " Thick Resilient or Neoprene Pad Minimum 2 ~ #4 Bars in Top of Structure for Case IIa & III Minimum #4 Bars @ -0" (Max.) spacing for Case IIa "" "B" () () Inside Face of Concrete Structure or Sidewalk (See Concrete Structure Plans for actual dimensions and reinforcing details) CSE I IIa IIb III STRUCTURE TYPE Unreinforced Concrete Reinforced Concrete Gravity Wall Index No. 60 Step Cheekwall NCHOR BOLT TBLE "" Edge Dist. 4 4 DIMENSIONS "B" "C" Edge Dist. Embedment Head Bolt 6" - @ top 4-0" * * Embedment length "C" may be reduced to for the 4 height 4" railings for Case IIb, when the post spacing does not exceed 5-0". 4" NCHOR LENGTH C.I.P Hex 0 0-0 NCHOR dhesive SIZE nchor " " - " " " " " LST FDOT DESIGN STNDRDS LUMINUM PEDESTRIN/BICYCLE RILING 07/0/2 20 862 8