SANDERS PRE-CAST CONCRETE SYSTEMS, INC. MSE WALL SYSTEM SUBMITTAL

SANDERS PRE-CAST CONCRETE SYSTEMS, INC. MSE WALL SYSTEM SUBMITTAL FLORIDA DEPARTMENT OF TRANSPORTATION THE SANDERS COMPANIES 605 SOUTH INDIANAPOLIS ROAD WHITESTOWN, IN 46075 09-8-5 ISSUED FOR REVIEW REVISIONS/ISSUE THESE DRAWINGS CONTAIN PROPRIETARY INFORMATION WHICH MUST NOT BE TRANSMITTED TO ANY PERSON OR FIRM NOT INVOLVED WITH THIS EXCEPT BY WRITTEN PERMISSION OF THE SANDERS COMPANIES TITLE AND INDEX OF S 605 South Indianapolis Road 7-769-72 fax APPROVED BY: 09/8/5 OF 4

GENERAL NOTES Design Criteria ) Design is based on the assumption that the material within the reinforced earth volume, methods of construction and quality of prefabricated materials shall conform to the contracting agency's specification for Mechanically-Stabilized Earth (MSE) walls. 2) Soils characteristics assumed for design: Sand Backfill Ø = 0 degrees, γ = 05 lbs/cu ft, and corrosivity properties satisfying the specifications Limerock Backfill (Miami-Dade and Monroe Counties only) Ø = 4 degrees, γ = 5 lbs/cu ft, and corrosivity properties satisfying the specifications ) The maximum contact pressure under static conditions at the foundation level is as shown on the wall elevation sheets for each design case. It is the responsibility of the owner to determine that the resistance to this contact pressure is provided for that location. 4) Any unsuitable foundation material below the reinforced earth volume, as determined by the owner, shall be excavated and replaced with suitable material in a controlled manner or otherwise stabilized as directed by the owner. 5) Concrete reinforcing bars shall be ASTM A65 Grade 60, uncoated. 6) Concrete for precast panels shall have a minimum compressive strength after 28 days of 4,000 psi for Wall Type 2A, 5,500 psi for Wall Types 2B-F. Concrete shall meet the requirements of the concrete class called out in FDOT Index 6020. 7) The soil reinforcement strips shall meet ASTM A572, Grade 65 and are galvanized per ASTM A2, Coating Grade 85 or ASTM B695, Class 80. Panel embeds shall meet ASTM A0, Grade 65 and galvanized according to ASTM A2. Minimum galvanizing thickness shall be.4 mils. 8) Minimum panel design thickness is 5½ inches. Wall Construction 9) Soil reinforcing strips and related hardware shall be supplied by Sanders Pre-cast Construction Products, Inc. 0) Stations and offsets are referenced to the contract plans. ) MSE walls in curves will form a series of short chords of 0 ft each to match desired wall alignment. 2) For location and alignment of MSE walls, see contract plans. ) If manholes and drop inlets are present, they shall be located as shown in the contract plans. 4) Where drainage structures are proposed adjacent to the base of the walls, the edge of the unreinforced concrete leveling pad shall be constructed flush with the face of the wall panels. For locations and details of drainage structures, see wall elevations and contract plans. 5) Backfill material shall be compacted in accordance with the specifications. Installation of reinforcing strips shall be permitted only after placement and compaction of each underlying lift of the backfill material has reached the required level. Backfill to be placed in max compacted lifts of 6 in. Backfill must be level with the panel embed prior to strip installation. 6) Compaction and operation equipment shall be kept a minimum distance of ft. from the back face of the MSE wall panels. Compaction within ft. of the panels shall be achieved with at least five passes of a lightweight mechanical tamper, roller or vibratory system. No compaction density tests shall be taken within the ft. of the panels. 7) It is recommended that where walls are in excess of 20 ft. in height, the finished grade in front of the wall shall be placed and compacted as soon as possible or before wall reaches three panels high. Fill and/or backfill per specifications. 8) It is the contractor's responsibility to determine the location of any posts for guardrails, handrails, and similar elements behind the MSE wall panels. Prior to placement of the top layer of reinforcing strips, individual strips may be skewed to avoid the post locations if authorized by Sanders Pre-cast Construction Products, Inc. Any damage done to the reinforcing strips due to the installation of posts shall be repaired by the contractor at the contractor's expense. 9) Reinforcing strips shall be placed perpendicular to the MSE wall panels. The plan placement of reinforcing strips may be skewed up to 5 degrees horizontally and/or vertically in order to avoid conflicts with existing or future structures, pipes, underdrains, foundations or posts. If the required skew exceeds 5 degrees and specific direction has not been provided on the plans, the contractor shall notify Sanders Pre-cast Construction Products, Inc. to determine what course of action should be taken. 20) All detailing and checking of reinforcing steel for any cast-in-place concrete work is the responsibility of the contractor. 2) The contractor is responsible for gradually deflecting upper reinforcing strip downward to avoid conflicts with paving and subgrade preparation and/or treatment. The contractor's attention is directed especially to situations where roadway superelevation and/or soil mixing are anticipated. Any damage done to the reinforcing strips due to the installation of subgrade treatments or pavements shall be repaired by the contractor at the contractors expense. 22) The contractor is responsible for controlling surface and subsurface water drainage in the vicinity of the wall during construction. Surface water runoff is to be collected and discharged away from the wall and reinforced backfill. 2) The subgrade under the leveling pad and for the length of the reinforced backfill envelope shall be prepared, compacted, stabilized or undercut per the project plans, specifications and site conditions and be approved for stability and bearing capacity prior to leveling pad construction. (BY THE OWNER) 24) When working during cold or freezing weather the contractor shall not construct leveling pads or place structural backfill on frozen subgrade or previously placed structural fill that is frozen. Structural backfill shall be kept from freezing or thawed prior to being placed. Material Notes 25) Nominal Strip Lengths The soil reinforcing lengths shown on the plans, measured from the back face of the panel, are the nominal lengths required by design. The actual fabricated strip lengths may be longer due to manufacturing tolerances. The required envelope of structure backfill is equal to the nominal strip length. Additional structure backfill beyond the nominal strip length is not required by design. 26) Only the following materials are supplied by Sanders Pre-cast Construction Products, Inc.: - Precast concrete facing panels; - Soil reinforcing strips; - Bolt sets (for attaching reinforcing strips to the panels); - Bearing pads; - Plastic shims; and - Filter cloth and adhesive (for panel joints only). Any other materials required for construction of the wall per the contract plans or specifications are to be supplied by the contractor. Any joint materials shown at the interface of precast panels and cast-in-place concrete structures are to be supplied by the erection contractor. All sandblasting, painting, sealers or other special applied coatings are also supplied/installed by the contractor in the field following panel erection. 27) All front edges of panels have a ½ in. chamfer. 28) The strip tie embeds are placed within in. of the dimension shown. Embeds will not be placed in contact with reinforcing steel. 29) The quantity of concrete will increase to accommodate any architectural surface finish that may be specified. 0) All reinforcing bars are stopped 2 in. (min.) clear from any edge of panel unless noted on individual drawing. ) All individual fabrication drawings are shown back face. 2) The concrete surface for the front panel face has a surface finish. The rear face of the panel is roughly screeded to eliminate open pockets of aggregate and surface distortions in excess of ¼ in. ) The place and date for manufacture and production lot number is scribed on the rear face of each panel. 4) Where coping dowels are required, dowels will be installed per specifications. Note to Contractors 5) Sanders Pre-cast Construction Products, Inc. supplies precast concrete facing panels and accessories to be used in conjunction with other materials in the construction of the MSE walls detailed herein. It is the contractor's obligation to develop and execute a project specific erection sequence, panel unloading, handling and bracing system, and fall protection system. Contractors should take special precautions to prevent the panels from shifting or falling during the erection process. 6) Earth cuts required for constructing the MSE walls are the responsibility of the contractor. The risk of instability of temporary earth cuts is increased by, but not limited to, machinery operating nearby, soil stockpiled adjacent to the excavation, and insufficient dewatering all of which are dependent on care and workmanship by the contractor. The safety of excavations and the means and methods of making excavations are the responsibility of the contractor. All excavations should comply with OSHA standards and be engineered where necessary. 7) The required volume of backfill is calculated by multiplying the MSE wall face area by the configured strip length. If backfill quantity is provided, it is an estimate only. The contractor is responsible for determining the actual backfill quantity required. The calculations and drawings are based on the owner's bid documents and Sanders Pre-cast Standards. Sanders Pre-cast and the Sanders Companies are only responsible for the internal stability of the MSE wall(s) depicted herein. The owner is responsible for global stability, settlement and bearing capacity of the site. 09/8/5 GENERAL NOTES 605 South Indianapolis Road 7-769-72 fax 2 OF 4

ROADWAY SURFACE BARRIER RAILING BRIDGE BEAM PRE-FORMED JOINT MATERIAL MOMENT SLAB ROADWAY SURFACE CAP MATERIAL ABUTMENT STRIPS IF REQ'D. COPING ABUTMENT COPING FACE OF MSE PANELS PILES BACKFILL FACE OF MSE PANELS BACKFILL REFERENCE LINE 5 2 " SELECT BACKFILL REFERENCE LINE 5 2 " SELECT BACKFILL PROPOSED FINAL GROUND LINE REINFORCING STRIPS PROPOSED FINAL GROUND LINE REINFORCING STRIPS '-0" x 6" NON-STRUCTURAL UNREINFORCED CONCRETE LEVELING PAD 2'-0" MIN. '-0" MIN. '-0" x 6" NON-STRUCTURAL UNREINFORCED CONCRETE LEVELING PAD 2'-0" MIN. '-0" MIN. VARIES, SEE ELEVATIONS VARIES, SEE ELEVATIONS TYPICAL MSE WALL SECTION AT ABUTMENT TYPICAL MSE WALL SECTION GROUND REINFORCING STRIP (AS REQUIRED) NOTE: IT IS NOT NECESSARY FOR ABUTMENT REINFORCING TO RUN THROUGH THE LOOP OF THE EMBED, NO ADDITIONAL REINFORCING IS REQUIRED FOR THE EMBED. 2 " TYP EMBED ALTERNATE # OF ABUTMENT GROUND REINFORCING STRIP (AS REQUIRED) 2" x 2" x 2 " DEEP BLOCKOUT STRIP ATTACHMENT OPTIONS AT ABUTMENT EMBED ALTERNATE #2 OF ABUTMENT 09/8/5 TYPICAL DETAILS 605 South Indianapolis Road 7-769-72 fax OF 4

9'-0" O.C. '-0" C L /4" JOINT (TYP.) EQUAL EQUAL FILL STEP VOID WITH CONCRETE OR FLOWABLE FILL. MASONRY BLOCK OR BRICKS CAN BE USED, PLACE FILTER FABRIC ON BACK FACE CONTINUOUS BEAD OF CAULK ON EACH SIDE OF JOINT (ALL PANELS) 2" MAX. SEE ELEVATIONS FOR TOP OF LEVELING PAD '-0" EQUAL EQUAL OVERLAP FABRIC 2" AT ALL SPLICE POINTS LEVELING PAD TYPICAL LEVELING PAD DETAIL /4" = '-0" 2" WIDE (TYP) STRIPS OF FILTER CLOTH PLACED ON BACK FACE OF PANEL CENTERED OVER ALL JOINTS WITH AN ADHESIVE COMPOUND PROVIDED BY SANDERS PRE-CAST CONSTRUCTION PRODUCTS, INC. PANEL JOINT #4 REINFORCING BAR (TYP) LEVELING PAD CHAMFER (TYP) WEDGE FRONT OF COPING TO PULL REAR LEG OF INTO CONTACT W/ WALL PANEL PRIOR TO BACKFILL, REMOVE WEDGES AFTER BACKFILL IS IN PLACE OF PANEL NO LEVEL UP CONCRETE REQUIRED. USE PLASTIC, RUBBER OR FIBER SHIMS FOR ADJUSTMENTS COPING MUST HAVE A MINIMUM OF 2 POINT CONTACT WITH PANEL MSE PANEL w/ SHIPLAP BOTTOM PLASTIC SHIMS AS REQUIRED TO ENSURE PANELS ARE LEVEL TYPICAL FILTER CLOTH DETAIL /4" = '-0" MSE PANEL w/ BLOCKOUT BOTTOM PLASTIC SHIMS AS REQUIRED TO ENSURE PANELS ARE LEVEL CORNER ELEMENT OR SLIP JOINT PLASTIC SHIMS AS REQUIRED TO MATCH ADJACENT PANELS PRE-CAST CONCRETE COPING LEVELING PAD LEVELING PAD LEVELING PAD PANEL BEARING DETAILS /4" = '-0" NOTE:. PANEL CAN BE WITHIN " OF THE LEVELING PAD EDGE. 2. DO NOT USE THE BEARING PADS ON THE LEVELING PAD. 09/8/5 TYPICAL DETAILS 605 South Indianapolis Road 7-769-72 fax 4 OF 4

2 TON ERECTION HEAD ANCHOR OR APPROVED EQUAL SHEAR PLATE OR APPROVED EQUAL GRADUALLY DEFLECT REINFORCEMENT AROUND OBSTRUCTION AS SHOWN C L OBSTRUCTION 5 max. 5 max. PRECAST CONCRETE PANEL EMBED CL OBSTRUCTION 5 max. 5 max. PRECAST CONCRETE PANEL EMBED 0 MIN # TENSION BAR, BENT 0 SANDERS PRE-CAST CONSTRUCTION PRODUCTS, INC. SHALL BE NOTIFIED IF DEFLECTIONS GREATER THAN 5 ARE REQUIRED. LIFTING BAR DETAIL TYPICAL STRIP DEFLECTION DETAIL AT OBSTRUCTION - ELEVATION TYPICAL STRIP DEFLECTION DETAIL AT OBSTRUCTION - PLAN 2 5 8" TO OF ANCHOR " x 6" x /4" PREFORMED HDPE BEARING PADS (MEETS ASTM D505 STANDARD: 0.955 gm/cm³ density) " x 6" x 4" BEARING PADS AT QUARTER POINTS OF PANEL MSE PANEL LIFTER CORNER ELEMENT 2 TON ERECTION HEAD ANCHOR OR APPROVED EQUAL SHEAR PLATE OR APPROVED EQUAL +/- 4" +/- 4" LIFTER BEARING PADS ARE NOT TO BE USED TO LEVEL PANELS ON THE LEVELING PAD EMBED DO NOT PLACE BEARING PAD OVER LIFTER EMBED " x 6" x 4" BEARING PADS MIN # TENSION BAR, BENT 0 2" WIDE (TYP) STRIPS OF FILTER CLOTH PLACED ON BACK FACE OF PANEL CENTERED OVER ALL JOINTS WITH AN ADHESIVE COMPOUND PROVIDED BY SANDERS PRE-CAST CONSTRUCTION PRODUCTS, INC. PANEL BEARING PAD DETAILS ERECTION HEAD SECTION HORIZONTAL JOINT BETWEEN PANELS & CORNER ELEMENTS 09/8/5 TYPICAL DETAILS 605 South Indianapolis Road 7-769-72 fax 5 OF 4

5 2 " 9 6"Ø HOLE " 4 8 " 8 " 2" 2" x 2" A25 GALVANIZED BOLT EMBED, GRADE 65 PANEL REINFORCEMENT REINFORCING STRIP EMBED OF PANEL 2" clr. min. 2" clr. min. 8" THICK GALVANIZED STRAP 6 " GAP 2 " 4 8 " 8 " 4" EMBED DETAIL -/2" = '-0" 8" RADIUS (TYP) REINFORCING STRIP 2 " EMBED CONNECTION DETAIL -/2" = '-0" OF PANEL EMBED LOCATION DETAIL -/2" = '-0" 2 " EMBED CONNECTOR SHALL NOT BE IN CONTACT WITH PANEL REINFORCEMENT OF PANEL " clr. min. PANEL TYPES 2A AND 2B 7 2 " " clr. min. 2 " 2 2 " 2 " 8 " 6" 9 6"Ø BOLT HOLE 6" 6" 8 " 2 " 9 6"Ø BOLT HOLE 7 8 " 2" x 2" A25 GALVANIZED BOLT REINFORCING STRIP SPLICE DETAIL -/2" = '-0" PANEL TYPES 2C, 2D, 2E, 2F REBAR PLACEMENT DIAGRAMS -/2" = '-0" 2 2 " 2 " PLAN VIEW 2 " /8" REINFORCING STRIP DETAIL 6" TAB SPACING -/2" = '-0" 9 6"Ø BOLT HOLE 5 2 " 2 " 9 6"Ø BOLT HOLE SECTION A-A NOTES:. EPOXY AND ANCHOR RODS SHALL BE INSTALLED AND ALLOWED TO CURE PER MANUFACTURERS RECOMMENDATIONS PRIOR TO ANY LOAD BEING APPLIED TO THE ANCHORS. 2. FIELD ANCHOR SHALL NOT BE INSTALLED CLOSER THAN 6" TO THE EDGE OF THE PANEL OR TO ANOTHER ANCHOR/EMBED. 4" x " x 4" GALVANIZED ANGLE (50ksi MIN.) 2" " " 2 " 2 "Ø ANCHOR ROD POWERS AC00+ GOLD EPOXY (OR APPROVED EQUAL) MAX EMBED 4", ± 4" (TYP) 2" x 2" A25 GALVANIZED BOLT 8 " 6" 6" 6" 7 8 " REINFORCING STRIP 9 6 "Ø HOLES PANEL PLAN VIEW SECTION A-A 5/2" REINFORCING STRIP DETAIL 6" TAB SPACING -/2" = '-0" REINFORCING STRIPS CAN BE PLACED WITH THE TABS FACING UP OR DOWN. FACING DOWN IS THE PREFERRED METHOD " SANDERS SHALL BE NOTIFIED IF FIELD INSTALLATION IS PERFORMED. ADDITIONAL ANCHORS AND STRIPS MAY BE REQUIRED. ALTERNATE DETAIL FOR FIELD INSTALLATION OF ANCHOR CONNECTION -/2" = '-0" 09/8/5 REINFORCING STRIP DETAILS 605 South Indianapolis Road 7-769-72 fax 6 OF 4

2 " 2 " 9 6"Ø BOLT HOLE ABUTMENT FACE OF PANEL NO DOG LEG REQUIRED SECTION B-B 2" x 2" A25 GALVANIZED BOLT 2 " PLAN VIEW DOG LEG REINFORCING STRIP DETAIL -/2" = '-0" (PATENT PENDING) NOTE: CONTRACTOR TO FIELD CUT TO LENGTH, DRILL & REPAIR GALVANIZING ON STRIPS AS REQ'D. USE OF A TORCH IS NOT PERMITTED. DOG LEG REQUIRED, SEE DETAIL REINFORCING STRIPS DOG LEG PLAN VIEW /4" = '-0" (PATENT PENDING) PILES NOTE: USE DOG LEG DETAIL AS NEEDED TO MAINTAIN PERPENDICULAR ALIGNMENT OF REINFORCING STRIPS AT PILE SUPPORTED ABUTMENTS TO AVOID PILE INTERFERENCES. NOTE: CONTRACTOR TO MARK LOCATION OF REINFORCING STRIPS TO PREVENT DAMAGE OR SHEARING DURING GUARDRAIL INSTALLATION COPING UNDERDRAIN FACE OF MSE PANELS DEFLECT REINFORCING STRIP BELOW SUBGRADE TREATMENT, PAVEMENT OR UNDERDRAIN LEVELING PAD STRIP DEFLECTION DETAIL /4" = '-0" 09/8/5 TYPICAL DETAILS 605 South Indianapolis Road 7-769-72 fax 7 OF 4

0'-0" 2'-6" 5'-0" 2'-6" '-4" 8" 8" TEMP. CLAMP COPING ENDS TO KEEP IN LINE DURING BACKFILL 0'-0" 2" OPEN JOINT TOP OF PRECAST COPING TOP OF PRECAST CONCRETE PANEL TOP VIEW 2'-0" 6" 9'-0" 6" '-6" '-6" '-6" '-6" '-6" '-6" JOINTS IN COPING ARE NOT REQUIRED TO MATCH PANEL JOINTS 2'-0" '-4" TOP VIEW OF REINFORCING 2'-6" 5'-0" 2'-6" 8" 8" 8" 0" '-2" PARTIAL PRECAST COPING ELEVATION /4" = '-0" SIDE/END VIEW 2 " 9" 2 " 4" 9'-0" 4" #4 bar @ 9'-8", (4) req'd. '-" '-6" '-6" '-6" '-6" '-6" '-6" Min. 2 " clear all loc. '-8" 2'-0" 4 " REINFORCING DETAIL #4 LOOP BAR, (6) REQ'D. SIDE/END VIEW OF REINFORCING NOTES. Contractor to grout lifting anchor recess with non-shrink grout after placement. 09/8/5 TYPICAL PRECAST COPING DETAILS 605 South Indianapolis Road 7-769-72 fax 8 OF 4

5 2 " MIN. WRAP AND SECURE FILTER CLOTH AROUND PIPE OVER JOINT PRIOR TO BACKFILLING BEHIND WALL FORM CONCRETE AROUND PIPE OVER EXP. JOINT MAT'L AS SHOWN. ALLOW CONCRETE TO SET PRIOR TO BACKFILLING BEHIND WALL 5 2 " 4" MIN. 4" MIN. OF WALL PANELS " THICK x 2" WIDE EXPANSION JOINT MATERIAL, BY OTHERS TROWEL CONCRETE SMOOTH AGAINST FACE OF WALL PANEL AROUND PIPE 9 6 "Ø HOLE EDGE OF PANEL 4 " x 2 "x 2'-0" GALVANIZED PLATE 2 " 5 /2" MIN. 2'-0" 2'-6" TYPICAL 2 "Ø ANCHOR BOLT HILTI KB (OR APPROVED EQUAL) MAXIMUM EMBED 4" ± 4" SOIL REINFORCING SKEWED TO AVOID OBSTRUCTION 4 " x 2" x 2'-0" GALVANIZED PLATE 2 "Ø ANCHOR BOLT HILTI KB (OR APPROVED EQUAL) MAXIMUM EMBED 4" ± 4" PIPE PENETRATION AT WALL FACE DETAIL /2" = '-0" DETAIL FOR PANEL JOINT AT OBSTRUCTION EXAMPLE PANEL JOINT AT OBSTRUCTION /4"='-0" 09/8/5 CORNER DETAILS 605 South Indianapolis Road 7-769-72 fax 9 OF 4

WALL PANEL 4 "± OPEN JOINT WALL PANEL 4" ± OPEN JOINT SEE WALL ELEVATION SEE WALL ELEV. SEE WALL ELEVATION SEE WALL ELEV. WORKING POINT WORKING POINT CA CORNER CD CORNER FOR ANGLES 6-89 FOR ANGLES 0-62 WALL PANEL 2" MIN. ACUTE CORNER ELEMENT DETAIL /2" = '-0" "T" JOINT ELEMENT DETAIL /2" = '-0" WALL PANEL 4 "± OPEN JOINT WALL PANEL 4" ± OPEN JOINT SEE WALL ELEVATION WORKING POINT SEE WALL ELEV. SEE WALL ELEVATION WORKING POINT SEE WALL ELEV. CB CORNER OBTUSE CORNER ELEMENT DETAIL /2" = '-0" CC CORNER FOR ANGLES 90-7 FOR ANGLES 8-62 NOTES. The angles of the corner elements may not match the angle of the merging wall. 2. Best practices dictate that the corner element be placed in position after placing both of the adjacent wall panels.. Reference line is front face of panel. 09/8/5 CORNER DETAILS 605 South Indianapolis Road 7-769-72 fax 0 OF 4

STRIPS SKEWED TO AVOID PILE SLEEVE ABUTMENT STEEL PILE W/ SLEEVE REINFORCING STRIPS SHALL BE FIELD CUT AND DRILLED PER PANEL TO PANEL STRIP DETAIL WORK POINT PRECAST CORNER ELEMENT ABUTMENT EXAMPLE OF ACUTE CORNER AND SKEWED SOIL REINFORCING /4"='-0" EMBED 2" x 2" A25 GALVANIZED BOLT OF PANEL REINFORCING STRIP NOTE: CONTRACTOR TO FIELD CUT TO LENGTH, DRILL & REPAIR GALVANIZING ON STRIPS AS REQ'D. AT PANEL TO PANEL WALL CONDITION. USE OF A TORCH IS NOT PERMITTED. PANEL-TO-PANEL STRIP DETAIL -/2" = '-0" 09/8/5 TYPICAL DETAILS 605 South Indianapolis Road 7-769-72 fax OF 4

Section B Section A TYPICAL DETAILS FOR STANDARD PANEL REBAR MAT FOR STANDARD PANEL EMBED LOCATIONS SHALL BE ADJUSTED, PER SPECIFICATIONS, DURING CASTING TO ENSURE THEY DO NOT CONTACT THE PANEL REINFORCING Section B Section A TYPICAL DETAILS FOR EXTENDED PANEL REBAR MAT FOR EXTENDED PANEL 09/8/5 PANEL DETAILS 605 South Indianapolis Road 7-769-72 fax 2 OF 4

'-2 8 " 7'- 4 " form height 2'-5 2 " 2'-5 8 " '-2 2 " '-2 8 " 4'-0 4 " form height 2'-5 2 " '-2 8 " '-2 8 " 7'- 4 " form height '-2 2 " 2'-9 8 " 4'-" 2'-9 8 " '-7 5 8 " '-75 8 " 9'-9 4 " panel width 9'-9 4 " panel width S5 S7T S7 '-2 8 " '-2 8 " 2'-5 2 " 4'-0 4 " form height '-2 8 " '-7 5 8 " '-75 8 " 9'-9 4 " panel width '-2 8 " 2'-8 8 " '-" 2'-8 8 " 4'-0 4 " form height 2'-5 2 " '-2 8 " 2'-8 8 " 2'-8 '-" 8 " '-7 5 8 " '-75 8 " '-75 8 " '-7 5 8 " 2'-9 8 " 4'-" 2'-9 8 " 9'-9 4 " panel width 2'-5 2 " 2'-5 8 " 7'- 4 " form height '-2 8 " 7'- 4 " form height '-2 2 " '-6 4 " '-45 8 " '-5 2 " '-45 8 " '-6 4 " '-7 5 8 " '-75 8 " 9'-9 4 " panel width '-2 8 " 2'-5 2 " 2'-9 8 " 4'-" 2'-9 8 " 2'-5 2 " 2'-5 8 " 2'-5 8 " '-2 2 " 2'-8 8 " '-" 2'-8 8 " 9'-9 4 " panel width '-2 7'- 8 " 4 " form height '-6 8 " 2'- 2 " 2'- 2 " '-6 8 " 2'-5 2 " '- '- 2 " 2 " 2 " 2 " '-6 5 8 " '-6 5 8 " 2'-8 8 " '-" ET E9T E6 2'-8 8 " 09/8/5 STANDARD PANEL EXAMPLES 605 South Indianapolis Road 7-769-72 fax 2'-5 8 " '-2 2 " '-2 8 " 4'-0 4 " form height 2'-5 2 " '-2 2'-5 2 " 8 " 4'-0 4 " form height '-2 8 " '-2 8 " 2'-5 2 " 2'-5 8 " 7'- 4 " form height '-2 2 " '-2 8 " 2'-5 2 " 4'-0 4 " form height '-2 8 " OF 4

KEY TO PIECE MARK: AX0Rx6D-4.56' A/B INDICATES LINER FINISH (BOTTOM/TOP) *where applicable WIDTH IDENTIFIER FOR NON STANDARD WIDTH PANELS (backside) TOP DOWELS (EPOXY) SD - SIDE DOWELS (variation) QUANTITY OF TIE STRIPS T - NONSTANDARD CONFIGURATION (variation) CUSTOM MODIFICATION (IF APPLICABLE) Q - CUSTOM 2-SIDED BLOCKOUT D - CUSTOM -SIDE BLOCKOUT F - CUSTOM 4 SIDED BLOCKOUT FR- RADIUS BLOCKOUT M - MITERED PANEL LEFT OR RIGHT PARTIAL PANEL (BLOCKED EDGE DETERMINES L/R) SEQUENTIAL PANEL NUMBER (IF APPLICABLE) INDICATOR OF FLAT/SLOPE PANEL (NO TOP/BOTTOM SHIPLAP) X - BLOCKOUT TOP B - BLOCKOUT BOTTOM PANEL SIZE IDENTIFIER S - STANDARD (4'-0 /4" and smaller) E - EXTENDED (4'-0 /4" and larger) 4'-0 6 " 4'-0 4 " EXAMPLE '-2" 0" '-2" 5'- 4 " 2'-8 6 " '-6 4 " 5'- 4 " EXAMPLE 2 S25L-5T-5.98 9'-9 4 " '-7 5 8 " '-75 8 " '-2 8 " 2'-5 2 " '-2 8 " 4'-0 4 " '-2 8 " '-7 6 7 " '-2 8 " 4'-0 6 " 4'-0 4 " 7'- 4 " STANDARD PANEL EXAMPLE 6 9'-9 4 " '-7 5 8 " '-75 8 " 9'-9 4 " S6 EXTENDED PANEL EXAMPLE 7 9'-9 4 " '-2 8 " 2'-5 2 " '-2 8 " '-2 2'-5 8 " 2 " 2'-5 2 " '-2 8 " 4'-0 4 " 7'- 4 " 9'-9 4 " SBX5-6 '-7 5 8 " '-75 8 " 9'-9 4 " E9 EXAMPLE 5 EXAMPLE 4 EXAMPLE 9'-7 2 " '-5 8 " '-5 8 " '-5 8 " '-5 8 " '-5 8 " 7'-7 8 " 2'-6 9 6 " 2'-6 9 6 " 9'-8 8 " '-5 7 8 " 6'-2 2 " 4'-4 7 8 " 4 " 2'- 8 " 9" '- 7 8 " 4'-0 8 " 2'- 8 " '-" '-2 8 " 2'-7 8 " '-" 4'-5 4 " 4'-0 4 " '-2 8 " 2'-5 2 " '-2 8 " '-2 8 " '- 6 " 0" '- 6 7 " 2'-4 2 " 2'-4 2 " 2'-4 2 " 9'-7 2 " 5'- 8 " 7'-7 8 " '-0 6 " '-0 6 " 9" 9'-8 8 " SX0L-0T-9.62 SX68R-5T-7.59 S70LQ-6-9.70 NOTE:. All panel dimensions reference the rear face of the panel. 09/8/5 KEY TO PIECE MARKINGS 605 South Indianapolis Road 7-769-72 fax 4 OF 4