Dimension A = 2" @ 70 F (unless otherwise shown in the Structures Plans, Expansion Joint Data Table) Elastomeric Seal See Note 5 Top of Bridge Deck or Sidewalk 5 8" x 8" Long diagonal Anchor Studs spaced @ 1’-0" centers (Typ.) 3 8" Bridge Deck Min. R Tooled Edge (Typ. as required) 5 M in. ) 8" ( 1 4" Right Side Skew Angle (Varies) x 10" Long horizontal Rail top offset Skew Angle 90 (Typ.) Movement . (Varies) to face of rail Direction of im 1’-0" centers (Typ.) 0 9 0 9 ( +) a 0 9 B Dim . A Anchor Studs spaced @ Left Side D 3" – 5 8" »¿ Expan Joint adjustment for temperature plus 2 times Face of Traffic rail top offset to face of rail) Railing, Parapet or Post C: \d\projects\standards\structures\current\ready4release\2012book_draft\21100-1of3. dgn »¿ Expansion Front Face of Backwall D ire ction of Face of Edge Rails Stat ionin g Face of Traffic Railing, Dimension B (Dimension A plus or minus Line Parapet or Post NOTE: Perpendicular Skew Angle and a measured »¿to positive in clockwise direction from a line perpendicular to the Joint. See Structures Plans, Expansion Joint Data Table. Thickened Slab End Approach Slab MOVEMENT SCHEMATIC TYPICAL SECTION THRU STRIP SEAL EXPANSION JOINT (Begin or End Concrete Girder Bridge shown, Intermediate Supports and Steel Girder Bridge similar. Reinforcing Steel and Girder details not shown for clarity.) 5 5 16( 16) 60 Grind Flush GENERAL NOTES: 1. Furnish Strip Seal Expansion Joint Systems in accordance with Specification Section 458. 2. Shape of Edge Rail shown is representative, minor variations depending on manufacturer are permitted. 3. Recess the Edge Rail below the concrete surface in accordance with Specification Section 458. 4. Refer to Specification 458 and the Expansion Joint Data Table in the Structures Plans for rd960rh Seal installation and fabrication requirements and adjustments to Dimension A. 8: 22: 36 AM Weld 5 5 16( 16) 60 LAST REVISION 01/01/12 REVISIO N 12/30/2011 SHOP SPLICE DETAIL DESCRIPTION: INDEX FDOT DESIGN STANDARDS FY 2012/2013 STRIP SEAL EXPANSION JOINT NO. 21100 SHEET NO. 1 Match Slope of Deck Elastomeric Seal »¿ Expan Face of Face of Edge Rail m. Di Dim . A Dim . B Phase Construction Line Elastomeric Seal B Dim . A Chamfer (Typ.) Slope Break Line or m. Di 3 4" Edge Rail Dim . B n. Mi 1 " 2 ) x. Ma ( 4" , ) n. Mi ( 1" n. Mi 1 " 2 Joint s e i r e Va p o Sl Sl o p e Va r i e s Elastomeric Seal B 3 4" , ng i l i Ra st o c i P f af or Tr et ap r Pa Skew Angle , ng i l i Ra st o c i P f af or Tr et ap r a P n ur t Up Turn Angle = Skew Angle/2 Skew Angle Anchor Stud (Typ.) Chamfer (Typ.) »¿PARTIAL SECTION ALONG JOI Match Slope of Deck »¿ Expansion Field Butt Joint (Seal with Caulk) Expansion Joint Assembly FIELD BUTT JOINT LOCATION (CROWNED DECK OR SLAB SHOWN) PARTIAL PLAN VIEW OF JOINTS SKEWED PARTIAL PLAN VIEW OF SKEWED JOINTS GREATER THAN 6 Match Slope of Deck Match Slope of Deck Elastomeric Seal »¿ Expan Face of Edge Rail Face of Chamfer (Typ.) Skew Angle Joint D im . B 3 4" Upturn Dim . A Dim . B Dim . A C: \d\projects\standards\structures\current\ready4release\2012book_draft\21100-2of3. dgn Dim . B Edge Rail 3 4" Chamfer (Typ.) Traffic Separator (Type varies) Construction Joint Elastomeric Seal Provide Blockout (shaded) to allow unobstructed 1 2" movement of adjacent Min. . 1 n "Mi 2 Traffic Railing, , g n i l i c Ra i f f a Tr t s r Po o t e p a r Pa Elastomeric Parapet or Post Seal Anchor Stud (Typ.) »¿ Expansion Edge Rail Anchor Stud (Typ.) Expansion Joint Assembly PARTIAL PLAN VIEW OF NONSKEWED JOINTS PARTIAL PLAN VIEW OF NONSKEWED JOINTS & JOINTS SKEWED 6 OR LESS »¿PARTIAL SECTION ALONG JOINT THRU TRAFFIC SEPA Front Face of Traffic Railing, Parapet or Post Front Face of Traffic Railing, Parapet or Post Provide Blockout (shaded) Min. to allow unobstructed movement of adjacent Construction Elastomeric Seal Joint 1 2" Min. Edge Rail Construction Elastomeric Seal Sl o p e Va r i e s 4" (Trim flange 5" 1 2" Joint Elastomeric Seal Sl o p e Va r i e s (Typ.) rd960rh Upturn (See Upturn Shop Splice Detail this Sheet) Expansion Joint Assembly 3 "Ma x . 6" Expansion Joint Assembly 6" Expansion 8: 22: 37 AM Joint Assembly 6" 6" 3 "Ma x . UPTURN DETAIL »¿PARTIAL SECTION ALONG JOINT TREATMENT AT HIGH SIDE OF DECK WITH SLOPE = 2% (Sidewalk Cover Plate where applicable not shown for clarity) LAST REVISION 01/01/11 REVISIO N 12/30/2011 of Edge Rail) 120 »¿PARTIAL SECTION ALONG (TYPICAL AT TRAFFIC BARRIERS AND PARAPETS) JOINT TREATMENT AT LOW SIDE OF DECK & HIGH SIDE OF DECK WITH SLOPE < 2% (Sidewalk Cover Plate where applicable not shown for clarity) DESCRIPTION: INDEX FDOT DESIGN STANDARDS FY 2012/2013 STRIP SEAL EXPANSION JOINT NO. 21100 SHEET NO. 2 Match Slope of Deck Sidewalk Cover Plate Sleeve Anchors (Typ.) »¿ Expansion ng i l ai cR i f f a n. Mi Tr b" Sleeve Anchors (Typ.) Shop Splice Upturn Sidewalk Cover Plate Face of Edge Rail (Typ.) Dim . A n. Mi b" " Corner Clip (Typ.) Match Slope of Deck " Chamfer m. Di B Dim . " A" of Railing Dim . B Upturn Down Grade Match Slope of Sidewalk Front Face (Typ.) wn Do b " Min. e ad Gr Face of Gutter Field Butt Joint Edge Rail b " Min. »¿ Expa Line Joint Skew Angle Anchor Studs (Typ.) Elastomeric Seal Match skew angle of PARTIAL PLAN VIEW OF SKEWED JOINTS Joint as required (Typ.) PARTIAL PLAN VIEW " Corner Clip (Typ. all corners) Upturn Match Slope of Sidewalk Match Slope of Deck Back Face of Traffic Railing or Post Sleeve Anchors (Typ.) Sidewalk »¿ Expan Cover Plate Joint of Parapet Gutter b " Min. b " Min. b " Max. Field Dim . A Down Grade Dim . B Line Butt Joint Construction Joint 3" Max. b " Max. Blockout A Sleeve Anchor spacing - 6" centers Max. r e v k Co l wa e d Si e t a Pl 3" Max. Elastomeric Seal Sl o p e Va r i e s Shop Splice Traffic Railing b " Min. b " Min. Face of A Edge Rail Expansion Joint Assembly Anchor Studs (Typ.) Front Face of Traffic Railing Construction Joint »¿PARTIAL SECTION ALONG PARTIAL PLAN VIEW OF NONSKEWED JOINTS FLUSH SIDEWALK DETAIL b " Min. 3" Blockout A b " Max. Sleeve Anchor spacing - 6" centers Max. Max. 1’-3" 3" Sidewalk Cover Plate Sl o p e Va r i e s Gutter Line Max. b" Min. s ie ar V C: \d\projects\standards\structures\current\ready4release\2012book_draft\21100-3of3. dgn Front Face Down Grade e@ g d pe o lt e v Be d n u o e& r p o 2 Sl : 1 e g d m e o t t o rb e v o b" 8 m. Di s e i r Va A b" 1 3" k l wa e d "Si ) . p y T s( u i d a "r e t a r Pl e v Co Elastomeric 120 k l wa e d f Si po o T Seal s e i r e Va p o Sl " g n o x 2 "L s r o h c e An v e e Sl rd960rh Field Butt Joint Sleeve Anchor (Typ.) A (Seal with Caulk) 8: 22: 38 AM Construction Joints Shop Splice Expansion Joint Assembly »¿PARTIAL SECTION ALONG 12/30/2011 Sidewalk 01/01/09 REVISIO N LAST Sidewalk SECTION A-A RAISED SIDEWALK DETAIL REVISION Expansion Joint Assemblies DESCRIPTION: INDEX FDOT DESIGN STANDARDS FY 2012/2013 STRIP SEAL EXPANSION JOINT NO. 21100 SHEET NO. 3 6" Face of Traffic Railing, Face of Traffic Railing, Post or Parapet Post or Parapet Traffic Separator (Type and width 1" Separator with Poured Joint Poured Joint Poured Joint Material Material Joint Sl o p e Va r i e s 6" Construction 1" Approximate shape of Traffic vary, see Structures Plans) Poured Joint Material Sl o p e Va r i e s Upturn Angle Varies Construction Joint Foam Backer Foam Backer Rod Construction Rod Foam Backer Rod Bridge Deck, Approach Bridge Deck, Approach Bridge Deck or Slab or Raised Sidewalk Slab or Raised Sidewalk Approach Slab »¿PARTIAL SECTION ALONG »¿PARTIAL SECTION ALONG »¿PARTIAL SECTION ALONG J JOINT TREATMENT AT HIGH SIDE OF JOINT TREATMENT AT LOW SIDE OF DECK OR JOINT TREATMENT AT TRAFFIC SEPARATOR DECK WITH SLOPES 2% OR GREATER C: \d\projects\standards\structures\current\ready4release\2012book_draft\21110-1of2. dgn Joint HIGH SIDE OF DECK WITH SLOPES < 2% Per Manufacturer’s Dim. A @ 70 F recommendations 1 4" R (Typ.) Poured Joint Material GENERAL NOTES: 1. Furnish Poured Joint With Backer Rod Expansion Joint Systems in accordance with Specification Section 458 and 932. Foam Backer Rod (To be sized for opening per Manufacturer’s recommendations) 2. Submit shop drawings for Sidewalk Cover Plates showing all materials and project specific details and dimensions. 3. Refer to Specification Section 458 for installation and construction requirements. 4. Refer to the Structures Plans, Poured Expansion Joint Data Table for Dim. A @ 70 F. Bridge Deck, Approach Slab, Raised Sidewalk or Traffic Separator Bridge Deck, Approach Form Material (if present) removed Slab, Raised Sidewalk to accommodate joint installation rd960rh or Traffic Separator LAST REVISION 01/01/11 REVISIO N 12/30/2011 8: 22: 39 AM TYPICAL SECTION THRU JOINT DESCRIPTION: INDEX FDOT DESIGN STANDARDS POURED JOINT WITH BACKER ROD FY 2012/2013 EXPANSION JOINT SYSTEM NO. 21110 SHEET NO. 1 A 70 Sleeve Anchors (Typ.) F Corner Clip (Typ. all corners) 70 70 Approach Slab @ Bridge Deck or Dim . A n. Mi 2" x. Ma 3" 1’ -3" @ m. Di ng i l ai cR i f f a Tr F Anchors (Typ.) @ Sidewalk Cover Plate 3 4" Dim . " A" Sleeve 1’ -3" Down Grade Front Face of Traffic Railing F 3 4" Corner Clip wn Do (Typ. all corners) x. Ma Match skew angle of 1 " 2 Gutter e ad Gr Raised Sidewalk Sidewalk Cover Plate Joint as required (Typ.) Line Skew Angle Bridge Deck or Approach Slab PARTIAL PLAN VIEW OF SKEWED JOINTS PARTIAL PLAN VIEW Front Face of Traffic Railing 3 4" Sleeve Anchors (Typ.) Corner Clip (Typ. all corners) Back Face of Traffic Back Face of Traffic Railing or Post or Front Railing or Post or Front Face of Parapet Face of Parapet F 70 Structures Plans for Sidewalk Width and Skew 1 2" Max. Sleeve Anchor spacing - 6" centers Max. (See Note) 3" 1 2" 3" Max. @ Dim . A Approach Slab 1’ -3" Down Grade C: \d\projects\standards\structures\current\ready4release\2012book_draft\21110-2of2. dgn Sidewalk Cover Plate Length Varies - See Bridge Deck or Traffic Railing Max. Max. e t a r Pl e v k Co l wa e d Si l a i r e t tMa n i o dJ e r u Po A Sl o p e Va r i e s Gutter 1 2" Max. Line Sidewalk 2" Min. Cover Plate A Construction Raised Sidewalk 3" Max. Foam Backer Rod Construction Joint Joint Bridge Deck or Approach Slab Front Face of PARTIAL PLAN VIEW OF NON-SKEWED JOINTS »¿PARTIAL SECTION ALONG Traffic Railing Sidewalk Cover Plate Length Varies - See Structures Plans for Sidewalk Width and Skew 3" Max. FLUSH SIDEWALK DETAIL Sleeve Anchor spacing - 6" centers Max. (See Note) 3" Max. 1" A Sl o p e Va r i e s 1’-3" Sidewalk Cover Plate Gutter Line Down Grade Bevel top edge @ l a i r e t tMa n i o dJ e r u Po Construction Joints Sleeve Anchor (Typ.) 1 16" 1 1 2" 3" Dim. A radius 1 k l wa e d "Si 4 e t a r Pl e v Co k l wa e d f Si po o T s e i r e Va p o Sl 3 8»¿" rd960rh s e i r Va 1:2 slope & round over bottom edge b r u fc eo p a h es t ma i x o r p Ap t n i o dJ e r u h Po t e wi c a f 1 8 2" 7 8" Long Sleeve Anchors Raised Sidewalk A Foam Backer Rod 8: 22: 40 AM See Note Bridge Deck (shown) or Approach Slab (similar) »¿PARTIAL SECTION ALONG NOTE: Sleeve Anchors are required at both corners Bridge Deck, Approach of Sidewalk Cover Plate. Reduce Sleeve Anchor Slab or Raised Sidewalk 12/30/2011 max. spacing to provide uniform spacing. LAST REVISION 01/01/11 REVISIO N RAISED SIDEWALK DETAIL SECTION A-A DESCRIPTION: INDEX FDOT DESIGN STANDARDS POURED JOINT WITH BACKER ROD FY 2012/2013 EXPANSION JOINT SYSTEM NO. 21110 SHEET NO. 2