ALUMINUM PEDESTRIAN/BICYCLE RAILING
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1 MEMBER s (Type "" & "B") s (Type "") Top Plate (Type "") End Hoops Joint/Splice Sleeves Intermediate & Int. & onnection Sleeve Handrail Joint/Splice Sleeves Handrails Handrail Support Bar Pickets (Type Infill Panel) Infill Panel Members (Types 2 - ) D VIEW OF RILING WITH TYPE - PIKET INFILL PNEL (4 Height shown, 48" Height Similar) TBLE - RILING MEMBERS LLOY () 606-T6 606-T6 606-T 606-T 606-T6 606-T 606-T6 606-T6 606-T6 DESIGNTION RT 2x2x NPS (Sch. 0) " Round Top ap Rail 2 NPS (Sch. 0).00 OD x 0.2 Wall 2.0 OD x 0.2 Wall Top ap Rail Inner Sleeve RT 2x2x0.20 NPS (Sch. 40) Ƃ" Ø Round Bar Ƃ" Ø Round Bar OUTSIDE DIMENSION 2.00" x 2.00" " " 2.00" 2.800" 2.00" x 2.00".00".00" 0.70" 0.70" 606-T Varies (See Details) Varies WLL THIKNESS 0.20" 606-T6 Extrusion ƀx2ƀx0.2.0" x 2.0" T6 Extrusion (See Details) 2Ƃ" x 7" Varies 606-T 606-T.0 OD x 0.2 Wall () " NPS (Sch. 40).0 OD x 0.2 Wall..00" 0.20" " " (2) 0.20" " N/ N/ Varies NOTES. Shop Drawings are required, see Specification Section. 2. For bridge mounted railings, work this Index with Index 86 Bridge Bicycle/Pedestrian Railing (luminum). Materials:. Structural Extrusions, Tube, Pipe and Bars: Table and STM B22 or STM B42 a. Top, bottom and intermediate rail corner bends with maximum 4-0 post spacing may be lloy 606-T6 B. s and Rail aps: STM B20 lloy 606-T6. Perforated panels (Type ) lloy 00-H4 D. Stainless steel (SS) screws: Type 6 or 8-8 lloy E. luminum screws: lloy 2024-T4 or 707-T7 F. Galvanized Steel Fasteners: coated in accordance with Specification Section 62. a. Hex Head Bolts: STM 07. Ɔ diameter single bolt option, Grade 6 2. Ɗ diameter four bolt option, Grade b. dhesive nchors: STM F4 fully threaded rods, Grade c. Hex Nuts: STM 6 d. Flat Washers: STM F46 e. Plate Washers: STM 6 or STM 706 Grade 6. G. Shims: STM B20 lloy 606 or 606 H. Bearing Pads: Provide thick Plain, Fabric Reinforced or Fabric Laminated Bearing Pads meeting the requirements of Specification Section 62 for ncillary Structures. 4. Fabricate pickets and vertical panel elements parallel to the posts; except Type 2, and panel infills may be fabricated parallel to the longitudinal grade. Maintain a maximum clear opening of Ɔ for standard installations and Ɔ when a 4 sphere requirement is indicated in the Data Tables.. Locate railing expansion Joints between the posts on either side of the deck expansion joint. Maximum spacing between expansion joints is '-0". 6. Field splices are similar to the Expansion Joint Detail and may be approved by the Engineer to facilitate handling; but the top rail must be continuous across a minimum of two posts. 7. For intermediate and bottom horizontal rails, the screwed joints shown may be substituted with alternate joints shown in detail K for Type & B. 8. Make corners and changes in tangential longitudinal alignment with a bend radius or terminate adjoining sections with mitered end sections when handrails are not required.. For changes in tangential longitudinal alignment greater than 4 o, position posts a maximum of 2-0 each side of the corner but not at the corner apex. 0. For curved longitudinal alignments, shop bend the top and bottom rails and handrails to match the alignment radius.. Handrails are required and must be continuous at landings for:. Grades Steeper than %, B. Three or more steps 2. Installation: utting of reinforcing steel is permitted for post installed anchors. TBLE NOTES: () lloy 606-T6 or 606-T2 & T6 may be substituted for lloy 606-T. (2) 0.88" wall thickness permitted for rails with post spacings less than '-. () " NPS (Sch. 40) non-slit rail sleeves may be substituted when welded connection Detail "K" is utilized. " ƅ" ƅ" See Screw ROSS REFERENES: Detail, Sheet 4 Detail B, Sheet 4 Detail K, Sheet 0.2 R '-R ".00" ƈ" Ƃ" Slot Detail " 2 ƣ"r " Max. Radius or Square orner " Ɗ "R Ƈ"R 0/26/206 8:2:44 M Ƃ"± ± " ROUND TOP P RIL "± 2ƅ"± TOP P RIL INNER SPLIE SLEEVE LTERNTE TOP RIL SETION LTERNTIVE BOTTOM & INTERMEDITE RIL SETION FOR TYPE, 4 & RILINGS Ƅ"R ± POST TYPE "" SREW SLOT SETION Ə"R ƣ"r SREW SLOT DETIL 2Ƃ" OPTIONL TOP PLTE EXTRUSION SETION (POST TYPE "") LST /0/6 FY DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING INDEX NO. 862 SHEET NO. of
2 Spacing '- '-8" (Max.) ~ Type "B" or "" End Hoop '-8" (Max.) ~ Type "" or 7'-" (Max.) ~ Type "B" or "" 4 PBR Rail Expansion Joint see Detail "B", Sheet 4 Infill Panel Type Varies, See Data Table in Plans (Pickets Shown) 7Ƃ"± 0" ~ " Max. Gap Top of Intermediate Rail R 4 PBR Max. See Detail "", Sheet 4 Equal lear Openings at s 2Ɔ" ~ Ƃ" Max. 2'-7" PBR '-" SHBR Top of Sidewalk or Bikeway Ground Line '-0" Bottom & Intermediate Rail Minimum from free end of concrete and expansion joints Foundation Expansion Joint * " lear Opening (See Note 4, Sheet ) V-Groove or onstruction Joint Offset ** Rail expansion joints to be located in panels above structure expansion joints * ('-0" maximum spacing). ELEVTION (Showing Outside Face of Railing with Type "" s) TYPIL RILING DETILS & RILINGS ON GRDES 0% TO % (Type - Picket Railing Shown, Other Types Similar) Note: Non-continuous corners are permitted when handrails are not required. EXPNDED ELEVTION T ORNERS DETIL FOR NON-ONTINUOUS RILING T ORNERS NOTES: * Keyed construction joints in Index 60 Gravity Wall are not considered to be expansion joints. ** ontraction joints (Tooled or Saw ut) in sidewalks do not require a minimum offset. Spacing '-8" (Max.) ~ Type "B" or "" '-8" (Max.) ~ Type "" or See Plans for 7'-" (Max.) ~ Type "B" or "" continuation or termination limits '- of railing SHBR PBR Handrail required for ramps (Handrail continuous at landings between runs) Handrail ~ NPS Sch. 40 See "Typical Railing Details" for post, rail & picket or infill panel details Horizontal handrail extension at landing '- 2'-0" See Plans for continuation or termination limits of railing " 4 PBR 2'-0" " Grade 2'- Max. Top of Sidewalk 2'- Max. 0'-0" Max. for Slopes > 6.2% 40'-0" Max. for Slopes 6.2% '-0" 0/26/206 8:2:4 M 6'-0" Bottom Landing 0'-0" Max. for Slopes > 6.2% 40'-0" Max. for Slopes 6.2% Ramp '-0" Intermediate Landing ELEVTION (Showing Inside Face of Railing with Type "" s) RILINGS ON GRDES STEEPER THN % (Type - Picket Railing Shown, Other Types Similar) Ramp RMP REQUIREMENTS For slopes greater than %: Max. ramp slope = 8.% Max. ramp cross-slope = 2.0% Top Landing LNDING REQUIREMENTS Max. landing slope = 2% Max. landing cross-slope = 2% LST FY /0/ DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING of
3 Leveling hannel 7'-" (Max.) ~ PBR Varies ~ Equal spacing '-0" Max. on Steps '- Handrail Equal to one Extension tread length See "Typical Railing Details", Sheet 2 for post, rail & picket details '- 2'-0" R '- ap VIEW J-J ƈ" Top Rail ap Round over corners to remove sharp edges J J " DETIL "J" - ELEVTION VIEW 8 See Detail, Sheet 4 Seal Weld ƈ Bottom Rail " Rail Termination (End ap) or Splice when rail continues on (shown dotted) ut rail sleeve to match inside face of post or weld rail directly to post DETIL "K" - ELEVTION VIEW " NPS (Sch. 40) permitted TOP RIL TERMINTION BOTTOM RIL ONNETION (Intermediate Rail Similar) R 8" '- 0" " Max. See Index 2 RIL TERMINTION DETILS oncrete sidewalk to extend min. behind railing or ontract Plans for Step Details 2'-0" '- RILING ONTINUTION BEYOND STEPS OR STIRS (Bottom shown, Top similar) luminum Handrail required for three or more steps '-0" 6 R DETIL "L" - PLN VIEW See "Typical Railing Details", Sheet 2 for post, rail & picket details R Varies ~ Equal spacing '-0" Max. on Steps Handrail ontinuous t Landing Equal to one tread length 2'-0" " Length of Landing ' Top Landing HNDRIL TERMINTION Handrail termination See Detail "L" Rail Termination (End ap) 2'-0" '- termination see Detail "J" '- 0/26/206 8:2: M '- '- Handrail Extension Equal to one tread length R 2'-0" " '-0" Not considered an expansion joint 6'-0" for railing fabrication Bottom Landing () Wide cheekwall both sides See Index 2 or ontract Plans for Step Details 6'-0" Max. for one run of steps Bottom of cheekwall ' -0" Length Of Landing ELEVTION (t-grade Steps shown, Elevated Stairs similar) RILINGS ON STEPS & STIRS " '- Handrail Extension 2'-0" '-+ '-0" Handrail Termination, See Detail "L" Equal to one tread width Wall Thickness R '-± 2'-0" termination, see Detail "K" LTERNTE HNDRIL END TRETMENT OR MOUNTING LOTION FOR SLOPED WLLS LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING 862 of
4 & nchor Bolt SETION - 2Ɗ "± SETION B-B ( onnection) R (Handrail onnection) Intermediate Rail Optional shape shown dashed SETION - Handrail & Bar Ƃ" Ø Bar (Intermediate Rail onnection) SETION D-D Intermediate Rail Sleeve & nchor Bolt Bottom Rail Sleeve Ǝ" Ø Hole (centered) Ɖ" Steel (Flat) " (Beveled) Handrail Bearing Pad ( onnection - Single nchor Bolt Shown) Ǝ" Ø Hole " " to Base 4" Ƃ" Ƃ" & Bolt Hole ƅ" Base Plate ** Top & Handrails PLTE WSHER DETIL TOP VIEW Optional 4~Bolt nchorage: Ƌ" Ø Holes for Ɗ" Ø Bolts " Plate LEVELING HNNEL DETIL Ɖ (Front & Back) (Sides) " 2 " Max. 8" 4" 4~Bolt nchorage Single Bolt nchorage Leveling hannel x x 4" wall B & nchor Bolt BSE PLTE 8" " SHIM PLTE DETIL Match slope of & nchor Bolt Hole Level SIDE VIEW 7 7 8" 2 8" 8 " 8 " ope to clear welds 4" Stiffener for - outside face) 2 2 " " " 4 4" to Base 8" & Bolt Hole SETION G-G - BSE PLTE DETILS (Vertical Typ.) 4" Stiffener '-± R for Type "B" BSE PLTE B s Type "B" & nchor Bolt Hole " 2 8 " 2 8 " 8 " Optional 4~Bolt nchorage: 2 " 2 "B" (shown dotted Ƌ" Ø Holes for Ɗ" Ø Bolts 4 PBR 4" Stiffener for Flatten end of End Hoop to Ƃ" Max. width 2Ɔ" "B" (shown dotted) " " D D " Leveling hannel shown dashed (see Detail) Front & Back of " '-0" Type "" 7Ƃ" Intermediate Rail 4" 4" G " POST "B" STIFFENER DETIL 8 R G (Bevel bottom & top of post as required to maintain plumb posts) Mitered Section (Typ. ll Rails) Set Screw * ~ for slopes 8.% B ~ for slope > 8.% '-Ƃ" Handrail DETIL "" - RIL ONNETIONS (Showing Inside Face of Railing) G B B G 2'-0" Stairs shown, Steep Ramp similar (Pickets/Panels and 4~Bolt nchorage Not Shown for larity) NOTES: (Ramps - Bolts normal) use Ƈ" Ø Holes for Single nchor Bolts with Flat Washers for slopes 8.%. B (Stairs - Bolts plumb) use " Ø Holes for Single nchor Bolts with Beveled Plate and Washers for slopes > 8.% to %; use Ǝ" x Slotted Holes with Leveling hannel for slopes > %. * " Ø x Ƃ" Pan Head luminum or Stainless Steel Set Screws. Screws must be set flush against the outside face of rails & posts and underside of handrails. single tack weld ( max. length) at top of the sleeve for each post may be substituted for the Set Screws. Do not provide Set Screws for Rails at free end of Expansion Joints. ** Embedded length may be 4" for plug welded connection. '- 0/26/206 8:2:4 M " (± ") ~ Expansion Joint (±") ~ Expansion Joint luminum Sleeve through " (±") ~ Field Splice Joint Ø holes in posts. " (± ") ~ Field Splice Slip Joint Set Screws * Rail or Handrail Intermediate or Pickets Intermediate or Rail or Handrail luminum Sleeve " Set Screws * Section Round over both ends of F " Ø Hole s rails to remove sharp edges ( Option) F ROUND RILS - TOP RIL OR HNDRIL SQURE RILS - INTERMEDITE OR BOTTOM RIL ( at Expansion Joint Shown) ( Shown at Expansion Joint Shown) DETIL "B" - EXPNSION JOINT (FIELD SPLIE SLIP JOINT SIMILR) " Ø Hole ( Single nchor Bolt Option) Ƈ" Slit (Bottom Side Only) luminum Sleeve:.0 OD x 0.2 Wall for Intermediate and s (See Optional R ope Permitted Detail "K" on Sheet ) VIEW F-F INTERMEDITE OR BOTTOM RIL - LUMINUM SLEEVE DETIL (Bottom Side Shown) ROSS REFERENE: For location of Details "B", See Sheet 2. LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING 862 4of
5 Screw Slots & Bolt Hole H & nchor Bolt Hole " " " " H ƅ" & Bolt Hole & nchor Bolt Hole " " " " Type "" See Detail "H" ƅ" Base Plate 8" 8" 2 8" 2 8 " 8 " " 2 8 " 2 8 " 8 " ( )~Ɔ"± B ( )~Ƅ"± 8" B Ǝ" ± ± Ǝ" Ɔ"± Ƅ"± ountersunk holes for Self-Tapping Screws ( ƈ" deep, Ƅ" Max.) BSE PLTE BSE PLTE B BSE PLTE DETILS FOR TYPE "" POST SETION H-H (Screws Not Shown for larity) ƀ - Optional Intermittent & Top Plate ountersunk Holes for Ɖ" Ø x Self- Tapping Screws ountersunk Holes for Ɖ" Ø x " Set Screws & Rail ountersunk Holes for Ɖ" Ø x Self- Tapping Screws I- I-2 ƀ - weld in-lieu of Self- Tapping screws between posts. Ƃ" Ƃ" I Ɖ" Ɗ" Ɗ" Ɖ" ( ) I " " 2Ƃ" " Ƃ"Ƃ" 2Ƃ" ƈ " ountersink Ƈ" R orners " " " Type "" Top Plate I- I-2 ountersunk Holes for Ɖ" Ø Self-Tapping Screws 7" PLN SETION "I-" SETION "I- VIEW "I" 0/26/206 8:2:7 M Notes: See Sheet 4 for Notes. See Sheet 4 for Notes. Length varies for beveled posts on grades. Holes must be drilled plumb to align with screw slot. TOP PLTE DETILS FOR TYPE "" POST (Screws Not Shown For larity) LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING 862 of
6 Picket 6 O.. (Max.) Picket Spacing * Intermediate Rail Ƅ" Max. ƍ" Ø Max. Hole for Ramps, Ǝ" Ø Max. Hole for Stairs. (Shown dashed) 4"± 7 Picket 0 0 Picket ~ Ƃ" Ø Bar DETIL "" See Detail "" (Top of Picket onnection) Optional Welded onnection at end picket Optional Welded onnection at end picket 2'-7" ~ (PBR) '-" ~ (SHBR) End Permitted (Shown dashed) & nchor Bolt Picket ~ Ƃ" Ø Bar ƍ" Ø Max. Hole for Ramps, Ǝ" Ø Max. Hole for Stairs. " Thick Bearing Pad " Nominal Opening Equal lear Openings at s 2Ɔ" min. ~ Ƃ" max. Equal lear Openings at s 2Ɔ" min. ~ Ƃ" max. SETION - See Detail "B" nchor Bolt DETIL "B" (Bottom of Picket onnection) TYPE - PIKET INFILL PNEL PIKET NOTES: * Picket Spacing of 6 centers is based on a Ƃ" Ø Bar for standard applications. When shown in the ontract Plans a 4 picket spacing may be required. See Note 4 (Sheet ). hain-link Fence '-0" center ( and End Rail) Fabric tied to inside face of railing 0 0 TBLE 2 - HIN-LINK PNEL OMPONENT MTERILS OMPONENT STM OMPONENT INFORMTION hain-link Fence Fabric ( mesh with twisted bottom and knuckled top selvage) 2 4 Zinc-oated Steel - No. gage (coated wire diameter), lass 2 oating luminum-oated Steel - No. gage (coated wire diameter) hain-link Fence Fabric ( Mesh x No. Gage wire with knuckled top and twisted bottom selvage) 4" (PBR) 2'-7 '-" (SHBR) Tie Wires Tension Bars F668 F626 F626 Polyvinyl hloride (PV) oated Steel - No. gage Zinc-oated Wire (metallic-coated core wire diameter) ~ See Plans for specified color of PV. Zinc-oated Steel Wire - No. gage with coating to match hain-link Fence Fabric. 6 " (min. thickness) x 4" (min. width) x 2'-' (min. height) Steel Bars Miscellaneous Fence omponents F626 Zinc-oated Steel 2'-0" center (Intermediate & ) SETION - HIN-LINK PNEL NOTE: hain-link Fence Fabric shall be continuous along limits of railing. Splicing of hain-link panels using Tension Bars at 20'-0" minimum 0/26/206 8:2: M TYPE 2 - HIN-LINK (ontinuous Infill Panel) NOTES:. See Plans for Infill Panel option required. increments is permitted. LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING 862 6of
7 PBR SHBR Panel Rail Expansion Joint Square ƀ ƀ * 2'-7" 0Ƃ" 0Ƃ" '-" Square * hannel xx (rc)* 4'-" R hannel ƂxƂx (Border)* See Detail "" See Detail "" Rail ƅ" Square DETIL "" #0xƅ" 2'-0" sp. hannel ƂxƂx* Front & Back Face Top of ƀ all Rays " DETIL "B" "x Filler Strips* #0xƅ" 2'-0" sp. INTERMEDITE RIL/RY BOTTOM RIL/RY ONNETION Radial enter '-"R '-6 4" " (Sun Segment)* Seal Weld mitered corners at Rail Expansion Joints TYPE - SUNSHINE INFILL PNEL See Detail "B" SETION - Square Ƌ"xƋ" Punched sp. ONNETION Square hannel xx (rc)* " Max. Ƌ"xƋ" Punched sp. Notch rc at Side hannel ~ #0xƅ" '-0" sp. Square hannel xx (rc)* Rays Similar ƀ Expansion Joint Opening 0/26/206 8::02 M Panel Height 2'-0"~PBR 2'-~SHBR "~PBR 8 " " 6Ǝ " "~SHBR 6ƌ " 8ƌ " '-0" " 4" Max. B Gap Varies NOTES: * rc, Rays and Sun Segment may be formed in a single panel from plate (STM B20 lloy 606-T6 or T6) pattern cut with laser or plasma N, welded to a xx ngle Border or the ƂxƂx hannel Border shown. B 8" R~PBR 0" R~SHBR 2~PBR "~SHBR 2 "~PBR "~SHBR. See Plans for Infill Panel Option required. " Infill Panel (ut or ast) 2'-8" R~PBR '-4" R~SHBR TYPE 4 - BRODWY INFILL PNEL hannel ƂxƂx '-~PBR '-~SHBR Panel Width hannel xx (rc)* DETIL "" RY/R ONNETION See Detail "4" " Infill Panel Panel Ɗ" Ɗ" " " SETION - PNEL/SPLIE ONNETION End Panel " Lengthen border and SETION - trim top & bottom of panels to match grade. DETIL "D" DETIL "E" R/POST ONNETION PNEL END ONNETION (ontinuous ) T POST WITH EXPNSION JOINT Panel Mullion " Infill " (Ramp) Max. (Stairs) " (Ramp) PNEL DJUSTMENT FOR RILINGS ON GRDES "~PBR "~SHBR Inside Face of Rail #0xƅ" 2'-0" sp. hannel ƂxƂx ƅ" "x Filler Strip " Infill Panel DETIL "4" PNEL/RIL ONNETION (Top Shown, Bottom Similar) ~ #0xƅ" Gap Varies Pan 4" '-0" sp. "x Filler Strip " Infill Panel SETION B-B PNEL END P LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING 862 7of
8 Inside Face of Inside Face of Rail hannel ƂxƂx #0xƅ" 2'-0" sp. Expansion Joint #0xƅ" '-0" sp. 4 PBR 2'-0" (Panel Height) (0.04" ) '-0" Max. (Panel Width) hannel ƂxƂx Panel Mullion "± '-0" Max. (Panel Width) See Detail " (0.04" ) SETION - Seal welding mitered ƅ" "x Filler Strip (0.04" ) DETIL " PNEL/RIL ONNETION (Top Shown, Bottom Similar) Ɔ" " " " " " (0.04" ) ƈ"x Filler Strip Ɗ" Ɗ" 0/26/206 8::04 M 2'- (Panel Height) ƅ" " Opening ƅ" hannel ƂxƂx "x Filler Strip (0.04" ) DETIL "B" PNEL END ONNETION (Expansion Joint Shown, Sides Similar) Panel Mullion " TYPE - PERFORTED INFILL PNEL corners is permitted " " REPETING PTTERN DETIL SETION - FOR PEFORTED PNEL PNEL/SPLIE ONNETION LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING of
9 See Section - Sheet 4 '-0" Std. ~ '-0" lear Between Handrails 4 ± " Bolts & NPS (Sch. 40) Handrail Bolts & 4" Sidewalk with Thickened Edge Slope 2% Max. (away from drop-off) Optional 4~Bolt nchorage (shown dashed) 2'-0" ** 48"~SHBR 4~PBR 4" (ase IIa) 4 (ase IIb) Bolts & See Detail "" Slope 2% Max. (away from drop-off) Top of step nosing 4~PBR 2'-0" Measured from Step Nosings Optional 4~Bolt nchorage (shown dashed) 4 '-0" Drop-off (Varies) Reinforced oncrete Structure Step heekwall #4 Bar (ontinuous) Varies Varies (' Required for Stability of Railing) 8" Width at TYPIL SETION ON STEPS & STIRS (ase III) TYPIL SETION FOR 4~BOLT NHORGE (ase IV) Top of Wall TYPIL SETION ON ONRETE SIDEWLK (ase I) TYPIL SETION ON RETINING WLL (ase II) ~ Ɔ" Ø -I-P Hex Head nchor Bolts, or ~ Ɔ" Ø dhesive nchors. Place nchor Bolts & nchor Bolts perpendicular to Base for Grades 8.% (Ramps) with flat washer. Place anchor bolts plumb for grades > 8. (Stairs) with flat washer & beveled washer, or leveling channel. Washers or Leveling hannel Optional 4~Bolt nchorage (shown dashed) SE STRUTURE TYPE NHOR BOLT TBLE DIMENSIONS NHOR LENGTH "" "B" "".I.P Hex NHOR dhesive SIZE Edge Dist. Edge Dist. Embedment Head Bolt nchor 0/26/206 8::08 M Edge Shim (8" long Shim Plates as required x Ƃ" wide x thickness as Reqd.) Full size Shim Plates "" when required for () height adjustment Structure or Sidewalk () wide " Thick Bearing Pad (See oncrete Structure bed of dhesive Plans for actual dimensions Bonding Material and reinforcing details) DETIL "D" (OPTIONL SHIMMING DETIL DETIL "" FOR ROSS SLOPE ORRETION) (ast-in-place nchor Bolts shown, (Used in lieu of Beveled Shim Plates) dhesive nchors similar) "" Embedment " Thick Bearing Pad Minimum 2 ~ #4 Bars in Top of Structure for ase IIa, III & IV Minimum #4 '-0" (Max.) spacing for ase IIa "B" () Inside Face of oncrete I IIa IIb III Unreinforced oncrete Reinforced oncrete Gravity Wall Index No. 60 Step heekwall '- 4" 4 4 top 4 '-0" * 0 0 '- 0 " " '- IV Varies 6 7" Ɗ" Ø * Embedment length "" may be reduced to for the 4 height railings for ase IIb, when the post spacing does not exceed '-0". ** When required; measured from top of sidewalk " Ɔ " Ø Ɔ " Ø Ɔ " Ø Ɔ " Ø LST FY /0/6 DESIGN STNDRDS LUMINUM PEDESTRIN/BIYLE RILING 862 of
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