GENERAL NOTES DESIGN TABLE NOTES INDEX OF SHEETS 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED. U.S. CUSTOMARY UNITS IN ( ) PARENTHESIS.. ALL "DESIGN" METRIC UNITS INDICATED ARE SOFT CONVERTED FROM U.S. CUSTOMARY UNITS. 3. DESIGN SPECIFICATIONS: PENNDOT DESIGN MANUAL PART, STRUCTURES. 1989 AASHTO "GUIDE SPECIFICATIONS FOR STRUCTURAL DESIGN OF SOUND BARRIERS", INCLUDING THE 199 AND 00 INTERIMS. 199 AASHTO " SPECIFICATIONS FOR HIGHWAY BRIDGES", 15TH EDITION, INCLUDING THE 1993 AND 199 INTERIMS. 001 AASHTO " SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SIGNALS", TH EDITION, INCLUDING THE 00 AND 003 INTERIMS. DESIGN IS IN ACCORDANCE WITH THE WORKING STRESS DESIGN METHOD. (NO INCREASE IN ALLOWABLE UNIT STRESSES ARE PERMITTED EXCEPT FOR GROUP III LOADINGS WHICH PERMITS A 33% OVERSTRESS.) 1. DESIGN TABLES SHOWN FOR THE ARE DEVELOPED FOR A WIND PRESSURE OF 1.3 kpa (8 PSF). USE THE INFORMATION SHOWN IN THE TABLES FOR ALL HEIGHT ZONES.. THE DESIGN SPACING (CENTER TO CENTER OF )IS TO BE THE ACTUAL SPACING ROUNDED UP TO THE NEXT HIGHEST INCREMENT OF SPACING SHOWN ON THE DESIGN TABLES. 3. THE DESIGN WALL HEIGHT IS TO BE THE ACTUAL WALL HEIGHT ROUNDED UP TO THE NEXT HIGHEST INCREMENT OF WALL HEIGHT SHOWN ON THE DESIGN TABLES.. THE DESIGN HEIGHT IS TO BE THE ACTUAL HEIGHT ROUNDED UP TO THE NEXT HIGHEST INCREMENT HEIGHT SHOWN ON THE DESIGN TABLES. 5. HEIGHTS ARE PERMITTED TO BE ANY DIMENSION REQUIRED, BUT ARE NOT PERMITTED TO BE LESS THAN mm ( -0") OR GREATER THAN 73 mm (9-0"). SHT.NO. SHEET TITLE 1 GENERAL NOTES - 1 GENERAL NOTES - 3 GEOMETRY AND LAYOUT - 1 GEOMETRY AND LAYOUT - 5 DETAILS - 1 6 DETAILS -. CONSTRUCTION SPECIFICATIONS AND WORKMANSHIP: PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT VERSION OF THE PENNSYLVANIA PUBLICATION 08, AASHTO/AWS/D1.5M/D1.5 00 - BRIDGE WELDING CODE AND THE CONTRACT SPECIAL PROVISIONS. (USE AWS/D1.1/D1.1M 00 FOR WELDING NOT COVERED IN AASHTO/AWS/D1.5M/D1.5 00.) 5. DESIGN LOADS: WIND LOAD: THE WIND LOAD INCLUDES A GUST FACTOR OF 1.3 AND A DRAG FACTOR OF 1. AND IS BASED ON A MAXIMUM 50-YEAR MEAN WIND VELOCITY AT 91 mm (30-0") ABOVE THE SUR 130 km/hr (80 mph). ARE DESIGNED FOR A WIND PRESSURE OF 1.3 kpa (8 PSF). ICE LOAD: 0.1 kpa (3 PSF) APPLIED TO ONE SIDE AND. SEISMIC LOAD: SEISMIC ACCELERATION COEFFICIENT "A" EQUAL TO 0.15. 6. WALL HEIGHTS MUST EQUAL OR EXCEED THE ACOUSTICAL PROFILE. 7. HEIGHTS: mm ( -0") MINIMUM TO 73 mm (9-0") MAXIMUM PROVIDE STACKED S WHEN THE WALL HEIGHT EXCEEDS 73 mm (9-0") 8. HORIZONTAL JOINTS: MINIMIZE THE NUMBER OF HORIZONTAL JOINTS. PROVIDE UNIFORM STEPS. IF STEPS ARE REQUIRED, THE ELEVATION DIFFERENCE BETWEEN ADJACENT S IS NOT PERMITTED TO BE LESS THAN 150 mm (6") OR GREATER THAN mm ( -0"). 9. MOUNTED SOUND BARRIER WALLS MUST BE PROTECTED BY S UNLESS THE WALL IS LOCATED BEYOND THE HORIZONTAL CLEAR ZONE OR IF THE S ARE A MINIMUM OF 1500 mm (5-0") ABOVE THE EDGE OF PAVEMENT. 10. ALL STEEL BARS AND SHOWN ARE SOFT CONVERTED METRIC SIZES. 11. PROVIDE EPOXY COATED OR GALVANIZED BARS IN THE S WHERE THE WALL IS WITHIN 300 mm (1-0") OF THE EDGE OF TRAVEL LANE. EPOXY COATED OR GALVANIZED MAY BE REQUIRED IF FUTURE WIDENING IS ANTICIPATED. 1. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED. 13. DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 0 DEGREES C (68 DEGREES F). 1. IN SOME SECTIONS IS NOT SHOWN FOR CLARITY. 15. FOR ADDITIONAL INFORMATION REFER TO BC-776M. MATERIAL NOTES 1. REFER TO BC-776M FOR MATERIAL NOTES. BC-736M BC-776M BAR FABRICATION DETAILS - BC-777M BC-778M BC-779M - S - STEEL S STRUCTURE MOUNTED SOUND BARRIER WALLS BD-677M - S GENERAL NOTES - 1 BD-678M - STEEL S BD-679M STRUCTURE MOUNTED SOUND BARRIER WALLS SEPT. 0, 010 SEPT. 0, 010 SHEET 1 OF 6 REFERENCE DRAWINGS
NOTES TO DESIGNER DESIGN PARAMETERS 1. PREPARE CONTRACT DRAWINGS IN ACCORDANCE WITH THE DESIGN MANUAL, PART AND THESE S.. THE FOLLOWING NOTE MUST BE PLACED ON THE DESIGN PLANS FOR SIGNATURE BY THE DISTRICT ENVIRONMENTAL MANAGER INDICATING THAT THE DESIGN PLANAVE BEEN REVIEWED AND ACCEPTED: THE DISTRICT ENVIRONMENTAL MANAGER HAS REVIEWED AND ACCEPTED THE ACOUSTIC REQUIREMENTS OF THE PROPOSED WALL. DISTRICT ENVIRONMENTAL MANAGER 3. DETERMINE HEIGHT ZONE AND WIND PRESSURE REQUIRED FOR WALL DESIGN AND INDICATE ON CONTRACT DRAWINGS.. DETERMINE ACCEPTABLE TYPE. PROVIDE EITHER S OR STEEL S. DO NOT MIX TYPES WITHOUT PERMISSION FROM THE DISTRICT BRIDGE ENGINEER. 5. SPECIFY IF THE BARS ARE UNCOATED, EPOXY COATED OR GALVANIZED. 6. SPECIFY IF THE IS UNCOATED, EPOXY COATED OR GALVANIZED. 7. PROVIDE A CONSTANT SPACING FOR THE ENTIRE LENGTH OF WALL. THE CONSTANT SPACING MAY BE INTERRUPTED TO MISS AGE PIPES, UTILITIES, AND/OR ANY OTHER PHYSICAL FEATURES. VARIATIONS MUST BE ACCEPTED BY THE DISTRICT BRIDGE ENGINEER. 8. MOUNTED SOUND WALLS MUST BE PROTECTED BY S UNLESS THE WALL IS LOCATED BEYOND THE HORIZONTAL CLEAR ZONE OR IF THE S ARE A MINIMUM OF 1500 mm (5-0") ABOVE THE EDGE OF PAVEMENT. 9. INDICATE IF THE S ARE STEPPED OR SLOPED. SLOPED S ARE THE PREFERRED OPTION FOR MOST ARCHITECTURAL SURFACE TREATMENTS. 1. : S ARE DESIGNED FOR WIND PRESSURE EQUAL TO 1.3 kpa (8 PSF). S ARE DESIGNED USING A 17 mm (5 INCH) STRUCTURAL THICKNESS. S ARE DESIGNED FOR AN ADDITIONAL CONCRETE WEIGHT OF 38 mm (1INCH) TO ACCOUNT FOR ARCHITECTURAL SURFACE TREATMENTS. THE AVERAGE ARCHITECTURAL SURFACE TREATMENT THICKNESS, PER SIDE OF, IS PERMITTED TO VARY FROM 0 TO 38 mm (1INCH) BUT THE TOTAL AVERAGE ARCHITECTURAL SURFACE TREATMENT THICKNESS, ON BOTH SIDES OF THE, MUST NOT BE GREATER THAN 38 mm (1INCH). DESIGN CALCULATIONS ARE REQUIRED FOR S WHICH HAVE A TOTAL AVERAGE ARCHITECTURAL SURFACE TREATMENT GREATER THAN 38 mm (1INCH). S ARE DESIGNED AS SIMPLY SUPPORTED BEAMS SPANNING BETWEEN S. S ARE DESIGNED USING A 305 mm (1-0") STRIP WIDTH. S ARE DESIGNED FOR THE FOLLOWING IN ACCORDANCE WITH THE PCI DESIGN HANDBOOK, 5th EDITION, 1999: S ARE DESIGNED FOR STRIPPING FORCES CAUSED BY FORM SUCTION AND IMPACT WHEN THE S ARE STRIPPED FROM THE FORMS IN ACCORDANCE WITH SECTION 5..3 AND TABLE 5..1 USING AN EQUIVALENT STATIC LOAD MULTIPLIER EQUAL TO 1.50. PROVIDE A MINIMUM CONCRETE STRENGTH, AT TIME OF STRIPPING, EQUAL TO 7.6 MPa (,000 PSI). THICKNESS AND REINFORCING IS DESIGNED FOR STRIPPING AND LIFTING AT USING A TWO-POINT PICK-UP OR FOUR-POINT PICK-UP IN ACCORDANCE WITH FIGURE 5... S ARE DESIGNED FOR TRANSPORTATION IN ACCORDANCE WITH SECTION 5..11 AND TABLE 5..1 USING AN EQUIVALENT STATIC LOAD MULTIPLIER EQUAL TO 1.50. THE FLEXURAL TENSILE STRESSES IN THE CONCRETE ARE CALCULATED USING THE UNCRACKED GROSS SECTION BASED ON THE STRUCTURAL THICKNESS. THE STRESSES ARE COMPARED AGAINST THE MODULUS OF RUPTURE REDUCED BY A SAFETY FACTOR OF 1.50 IN ACCORDANCE WITH SECTION 5...1. S ARE NOT DESIGNED FOR TRAFFIC IMPACT LOADING. 10. THE FOLLOWING INFORMATION MUST BE SHOWN ON THE CONTRACT DRAWINGS (IF APPLICABLE): OVERALL WALL LENGTH HORIZONTAL GEOMETRY VERTICAL GEOMETRY ACOUSTIC PROFILE ELEVATIONS EXISTING LINE ELEVATIONS FINISHED LINE ELEVATIONS GENERAL NOTES FOUNDATION NOTES STAKE-OUT PLAN DETAILS BAR SCHEDULE FOR ALL CAST-IN-PLACE CONCRETE ANY OTHER INFORMATION REQUIRED TO CONSTRUCT THE SOUND BARRIER WALL 11. THE FOLLOWING GEOTECHNICAL INFORMATION MUST BE INDICATED ON THE DESIGN PLANS: PERMITTED FOUNDATION TYPES (SPREAD FOOTINGS AND/OR DRILLED S) FOUNDATION DESIGN PARAMETERS (SITE SPECIFIC) APPROXIMATE ROCK ELEVATIONS ALONG LENGTH OF WALL APPROXIMATE WATER ELEVATIONS ALONG LENGTH OF WALL TYPE OF SOIL TO DETERMINE LENGTH IF NO FOUNDATION DESIGN PARAMETERS ARE SPECIFIED TOP AND ELEVATIONS TOP AND OF FOOTING ELEVATIONS ANY OTHER INFORMATION REQUIRED TO CONSTRUCT THE SOUND BARRIER WALL 1. PROVIDE FIRE HYDRANT OPENINGS OR OTHER HIGHWAY ACCESS OPENINGS AS REQUIRED IN THE. PROVIDE AROUND OPENINGS IN ACCORDANCE WITH DETAILS SHOWN ON BC-776M TO PRECLUDE CRACKING. 13. SLOPE THE FINISHED LINE AWAY FROM THE SOUND BARRIER WALL. ARCHITECTURAL SURFACE TREATMENTS 1. THE FOLLOWING ARCHITECTURAL SURFACE TREATMENTS ARE PERMITTED ON THE FACE OF THE AND ARE TO BE INDICATED ON THE CONTRACT DRAWINGS AND IN THE CONTRACT SPECIAL PROVISIONS IF REQUIRED: NON-FORM LINER FINISHES: SMOOTH FINISH BROOMED FINISH FUZZY OR RAKED FINISH (PERMITTED ON ONE SIDE ONLY) EXPOSED AGGREGATE FORM LINER FINISHES: ASHLAR STONE CUT STONE FRACTURE FIN GRAPE STAKE SHIP LAP ANY OTHER TREATMENT PERMITTED BY THE DEPARTMENT. THE AVERAGE ARCHITECTURAL SURFACE TREATMENT THICKNESS, PER SIDE, IS PERMITTED TO VARY FROM 0 TO 38 mm (1INCH), BUT THE TOTAL AVERAGE ARCHITECTURAL SURFACE TREATMENT, ON BOTH SIDES OF THE, MUST NOT BE GREATER THAN 38 mm (1INCH) UNLESS OTHERWISE INDICATED ON THE CONTRACT DRAWINGS. 3. FORM LINER ARCHITECTURAL SURFACE TREATMENTS ARE NOT ON THE PRECAST CONCRETE S. 1. INDICATE IF THE ARCHITECTURAL SURFACE TREATMENT TOLERANCES AS PROVIDED IN PUBLICATION 08, SECTION 1086.3 ARE APPLICABLE. 15. THE FOLLOWING INFORMATION MUST BE SPECIFIED ON THE DESIGN PLANS OR INDICATED IN THE CONTRACT SPECIAL PROVISIONS: ARCHITECTURAL SURFACE TREATMENTS ON THE RESIDENTIAL AND ROADWAY SIDES OF THE SOUND BARRIER S AND S. INDICATE THE MINIMUM, MAXIMUM AND AVERAGE DEPTHS. ARCHITECTURAL SURFACE TREATMENTS ARE NOT ON S WITHOUT APPROVAL FROM THE DISTRICT BRIDGE ENGINEER. COLOR OF THE INTEGRAL PIGMENTATION FOR SOUND BARRIER S AND THE S. COLOR OF JOINT SEALANT AND/OR CAULKING COMPOUND, NON-SHRINK GROUT, AND ANTIGRAFFITI COATING. LIMITS OF ANTIGRAFFITI COATING. PAINT COLOR OF STEEL COMPONENTS.. AVOID USING FORM LINER FINISHES ON BOTH SIDES OF THE. A FORM LINER FINISH, ON ONE SIDE OF THE, ALONG WITH A STAMPED FINISH, ON THE OTHER SIDE OF THE, IS PERMITTED. 16. PROVIDE FEDERAL COLOR NUMBERS IN ACCORDANCE WITH FEDERAL NUMBER 595A OR 595B. 17. PROVIDE COMPLETE DETAILS AND DESIGN, IF REQUIRED, WHERE A MOUNTED SOUND BARRIER IS CONNECTED TO A STRUCTURE MOUNTED SOUND BARRIER. REFER TO BD-679M FOR DETAILS. 18. DESIGN COMPUTATIONS AND DETAILS ARE REQUIRED FOR ANY PORTION OF THE STRUCTURE FOR WHICH THE INFORMATION IS NOT TAKEN DIRECTLY FROM THE SOUND BARRIER S. 19. SPECIFY IF A SOUND BARRIER ABSORPTIVE CONCRETE FACING IS REQUIRED ON THE THE. SOUND ABSORPTIVE S MUST BE APPROVED BY THE DEPARTMENT USING THE NEW PRODUCT EVALUATION PROCESS. DESIGNER MUST PREPARE DESIGN CALCULATIONS FOR THE FOUNDATIONS DUE TO THE INCREASED WEIGHT. 0. IF NEEDED DETAILS ARE NOT FOUND IN THE SOUND BARRIER S A SPECIAL SUBMISSION REQUESTING APPROVAL FOR SPECIFIC DETAILS MUST BE MADE TO THE. GENERAL NOTES - SEPT. 0, 010 SEPT. 0, 010 SHEET OF 6
CL OR STEEL PS = SPACING: 6096 (0-0") MAX. CL OR STEEL AND TRULY VERTICAL TRULY VERTICAL AND FOOTING GALVANIZED (FILL WITH NON-SHRINK GROUT AFTER INSTALLATION), (COLOR TO MATCH ) H = WALL HEIGHT AS REQUIRED BY DESIGN 119 ( -0") 91 (30-0") MAX. ( NOTE ) 1 (1/") THICK () NEOPRENE BEARING PAD A 10 (5") ACOUSTICAL PROFILE ( WALL) ( GENERAL NOTE 6 ON SHEET 1) 75 (3") MAX. LIMITS OF ARCHITECTURAL SURFACE TREATMENT (WHEN SPECIFIED) 150 (6") EMBEDMENT ( NOTE 3) EXISTING OR PROPOSED EMBEDMENT AS REQUIRED END 0 (0") 5 (1") MAX. EDGE OF 150 (6") ( -0")MAX. ( GENERAL NOTE 8 ON SHEET 1) DIFFERENCE IN HEIGHT ( -0") MAX. WHERE INDICATED OR SPECIFIED OPTIONAL SLOPED PRECAST CONCRETE (PREFERRED) B CL JOINT (IF REQUIRED), DETAIL B ON SHEET 6 OF BC-776M TO MATCH OR EXCEED ACOUSTICAL PROFILE. PROVIDE OR SLOPED S AS REQUIRED. 91 (3-0") () T 57 57 (1-6") (1-6") () () PRECAST CONCRETE S L SECTION A-A H = WALL HEIGHT ( NOTE ) FOOTING ELEV. BELOW FROST LINE PRECAST CONCRETE S 150 (6") EMBEDMENT ( NOTE 3) H = WALL HEIGHT J = LENGTH ( NOTE ) BY DESIGN SPREAD FOOTING A RAISED SEAT (TO ACCOMMODATE CHANGES IN ELEVATION) EMBEDMENT AS REQUIRED BY DESIGN OF CD = DIAMETER 150 (6") ( -0") MAX. SECTION B-B LIMIT OF EXCAVATION B AND OR SLOPED TOP LEGEND: (SLOPED TOP PREFERRED) GRADE TO WATER AWAY FROM THE WALL. FILL DEPTH ON EACH SIDE OF WALL TO MOUNTED SOUND BARRIER ELEVATION ( SHOWN, STEEL SIMILAR) BE WITHIN 300 mm (1-0") DIFFERANCE. 1. FOR ADDITIONAL INFORMATION REFER TO NOTES ON SHEETS 1 AND. ( -0") MAX.. WALL HEIGHT IS DEFINED AS FOLLOWS: WITH BASE PLATE: H = HEIGHT FROM BASE PLATE TO WALL WITHOUT BASE PLATE: H = HEIGHT LIMITS OF ARCHITECTURAL SURFACE TREATMENT (WHEN SPECIFIED) FROM FOOTING/ TO WALL 3. EMBEDMENT MAY NEED TO BE INCREASED TO ACCOMMODATE BASE PLATES AND ANCHOR BOLT PROJECTIONS. AS REQUIRED BASED ON /PEDESTAL DIMENSIONS AS REQUIRED BASED ON FOOTING DIMENSIONS CL JOINT (IF REQUIRED), DETAIL B ON SHEET 6 OF BC-776M EXISTING OR PROPOSED 150 (6") ( NOTE 3) 150 (6") 150 (6") ( -0") ( -0") MAX. OPTIONAL SLOPED PRECAST SPREAD FOOTING CONCRETE GEOMETRY AND LAYOUT -1 OPTIONAL SLOPED ELEVATION SEPT. 0, 010 SEPT. 0, 010 SHEET 3 OF 6 (USE IN PLACE OF RAISED SEAT)
AND AND FOOTING AND AND FOOTING 600 ( -0") 600 ( -0") 600 ( -0") 600 ( -0") CONCRETE CAP DETAIL CONCRETE CAP DETAIL SPREAD SPREAD FOOTING FOOTING 150 (6") () AVOID CONFLICTS 150 (6") BETWEEN FOOTING AND (), INCREASE AVOID CONFLICTS BETWEEN FOOTING AND, INCREASE 91 (3-0") () CLEARANCE AS REQUIRED 91 (3-0") () CLEARANCE AS REQUIRED FOR FOR SPREAD FOOTING FOR FOR SPREAD FOOTING SECTION - MOUNTED SOUND BARRIER WALL ADJACENT TO ROADWAY BARRIER SECTION - MOUNTED SOUND BARRIER WALL ADJACENT TO ROADWAY BARRIER OPTION 1 ( NOTE ) OPTION ( NOTE ) 600 ( -0") 100 (") CLASS A 1800 (6-0") MAX. CONCRETE CAP AND FOOTING/ NOTE A AND FOOTING/ 0 (") EXPANSION JOINT MATERIAL OFFSET GREATER THAN 1800 (6-0") NOTE A BOND BREAKER % 150 (6") WWF 15x15-MW19xMW19 (WWF 6x6-W.9xW.9) (GALVANIZED) 1. FOR ADDITIONAL INFORMATION REFER TO NOTES ON SHEETS 1 AND.. DESIGNER TO SELECT WHICH OPTION IS USED BASED ON THE ROADWAY GEOMETRICS, RIGHT-OF-WAY NO. 57 COARSE AGGREGATE % NOTE A: IF OFFSET IS GREATER THAN 1800 (6-0") CONCRETE CAP MAY BE ELIMINATED AND SUBSTITUTED WITH PLANTINGS OR ROCK SLOPE PROTECTION. REQUIREMENTS AND ANY ADDITIONAL CONSTRAINTS. OBTAIN ACCEPTANCE FROM THE DISTRICT BRIDGE ENGINEER. (THE DEPARTMENT PREFERS OPTION 1 USING THE CONCRETE CAP.) ALTERNATE DETAILS MUST BE SUBMITTED TO THE 50 (") WEEPHOLES DISTRICT BRIDGE ENGINEER FOR ACCEPTANCE. IN CENTER OF ROADWAY BARRIER [MAX. SPACING 3000 (10-0")] CONCRETE CAP DETAIL GEOMETRY AND LAYOUT - SEPT. 0, 010 SEPT. 0, 010 SHEET OF 6
PL = LENGTH PL = PS ( SPACING) - WEB THICKNESS - 5 (1") GALVANIZED PL = LENGTH PL = PS ( SPACING) - WEB THICKNESS - 5 (1") #13 (#) THRU ( LOCATION DETAIL ON SHEET OF BC-776M) U.S. CUSTOMARY UNITS WIND PRESSURE = 8 PSF SV CLR. UNCOATED OR GALVANIZED 80 (11") EPOXY COATED 10 (1 -") 100 (") SV #13 (#) THRU SPACING PS (FT.) HEIGHT PH (FT.).0.0 ** WWF AxB-WCxWD WWF 6x6-W8xW WWF 6x6-W8xW WELDED WIRE STEEL AREA (in /ft) HORIZONTAL VERTICAL 0.16 0.08 0.16 0.08 NUMBER OF LIFTING INSERTS WELDED WIRE FABRIC (WWF) ( TABLES) #13 (#) PH = HEIGHT PARTIAL HEIGHT OR FULL HEIGHT MINIMUM HEIGHT = ( -0") MAXIMUM HEIGHT = 73 (9-0") STACKED S ARE NOT PERMITTED WHEN THE WALL HEIGHTS ARE EQUAL TO OR LESS THAN 73 (9-0") CLR. 100 (") WELDED WIRE FABRIC (WWF) ( TABLES) #13 (#) ( -0") () ( -0") 1.0 16.0 0.0 6.0 WWF 6x6-W8xW8 0.16 0.16 8.0 WWF 6x-W8xW1 0.16 0.36 9.0 WWF 6x-W8xW1 0.16 0.36.0 WWF x6-w8xw 0. 0.08.0 WWF x6-w8xw 0. 0.08 6.0 WWF x6-w8xw8 0. 0.16 8.0 WWF x-w8xw1 0. 0.36 9.0 WWF x-w8xw1 0. 0.36.0 WWF 6x6-W0xW 0.0 0.08.0 WWF 6x6-W0xW 0.0 0.08 6.0 WWF 6x6-W0xW8 0.0 0.16 8.0 WWF 6x-W0xW1 0.0 0.36 9.0 WWF 6x-W0xW1 0.0 0.36 METRIC UNITS WIND PRESSURE = 1.3 kpa NOTCH DETAILS ON SHEET 6 (IF REQUIRED) SPACING PS (mm) HEIGHT PH (mm) ** WWF AxB-MWCxMWD WELDED WIRE STEEL HORIZONTAL AREA (mm /m) VERTICAL NUMBER OF LIFTING INSERTS WWF 15x15-MW5xMW6 3 171 ELEVATION - TOP ELEVATION - SLOPED TOP 3658 119 189 WWF 15x15-MW5xMW6 WWF 15x15-MW5xMW5 3 3 171 3 38 WWF 15x10-MW5xMW77 3 73 WWF 15x10-MW5xMW77 WWF 10x15-MW5xMW6 3 171 CLR. 1. FOR ADDITIONAL INFORMATION REFER TO NOTES ON SHEETS 1 AND.. IF STACKED S ARE REQUIRED REFER TO 877 119 189 WWF 10x15-MW5xMW6 WWF 10x15-MW5xMW5 171 3 ( DETAIL B ON SHEET 6 OF BC-776M. 38 WWF 10x10-MW5xMW77 DIMENSION TABLE U.S. CUSTOMARY UNITS SIZE "X" (IN.) DIMENSION TABLE METRIC UNITS SIZE "X" (mm) #13 (#) (WWF) END 3. DESIGNER TO SPECIFY THE REQUIREMENTS, INCLUDING THE AREA OF STEEL, AND THE MINIMUM NUMBER OF S REQUIRED FOR ALL SIZES AS REQUIRED ON THE CONTRACT DRAWINGS. INFORMATION IS PERMITTED TO BE IN TABLE FORM SIMILAR TO THE TABLES SHOWN.. 6096 73 119 189 38 73 WWF 10x10-MW5xMW77 WWF 15x15-MW130xMW6 WWF 15x15-MW130xMW6 WWF 15x15-MW130xMW5 WWF 15x10-MW130xMW77 WWF 15x10-MW130xMW77 171 171 3 5 10 TIE (ALL W8 (STEEL) W10 (STEEL) 5 6 W00 (STEEL) W50 (STEEL) W1 (STEEL) 7 W310 (STEEL) 190 0" DIA. PIPE (STEEL) 5 508 mm DIA. (STEEL) 10 10 165 LOCATIONS) 5 (1") LEGEND: = SPACING OF HORIZONTAL BARS ** WWF AxB-WCxWD (U.S. CUSTOMARY) WWF AxB-MWCxMWD (METRIC) WHERE A = SPACING OF HORIZONTAL BARS (S H ) B = SPACING OF VERTICAL BARS (S V ) C = HORIZONTAL WIRE SIZE D = VERTICAL WIRE SIZE WWF = S V= SPACING OF VERTICAL BARS LENGTH MAY NEED ADJUSTED TO ACCOMMODATE ANGLED AND CORNER S 50 (") 17 (5") MAX. 10 (") CLR. (WWF)( TABLES) 50 (") 1 1 PL = LENGTH RESIDENTIAL SIDE (FORM LINER SIDE WHEN SPECIFIED) ARCHITECTURAL SURFACE TREATMENT (WHEN SPECIFIED) (REFER TO DESIGN PARAMETERS ON SHEET ) "X" DIMENSION TABLE UNLESS OTHERWISE SPECIFIED 5 (1") CLR. 1 (") CHAMFER TIMES S V LAP #13 (#) 50 (") CLR. (TO WWF) ROADWAY SIDE PLAN WELDED WIRE FABRIC (WWF) ( TABLES) #13 (#) 5^ CHAMFER (OPTIONAL) CLR. TO #13 (#) BARS STRAIGHT END T=17 (5") STRUCTURAL THICKNESS (ADDITIONAL THICKNESS REQUIRED FOR ARCHITECTURAL SURFACE TREATMENTS) DETAILS - 1 FLARED END ALTERNATE (PERMITTED FOR STEEL S ONLY) SEPT. 0, 010 SEPT. 0, 010 SHEET 5 OF 6
PL = LENGTH PL = PS ( SPACING) - WEB THICKNESS - 5 (1") UNCOATED OR GALVANIZED 80 (11") PL = LENGTH PL = PS ( SPACING) - WEB THICKNESS - 5 (1") GALVANIZED ( LOCATION EPOXY COATED 10 (1 -") GALVANIZED ( LOCATION DETAIL ON SHEET OF BC-776M) #13 (#) THRU S V 100 (") #13 (#) THRU DETAIL ON SHEET OF BC-776M) ( -0") ( -0") + STEP () 100 (") CLR. (WWF)( TABLES ON SHEET 5) #13 (#) ( -0") PH = HEIGHT PARTIAL HEIGHT OR FULL HEIGHT MINIMUM HEIGHT = ( -0") + STEPS MAXIMUM HEIGHT = 73 (9-0") STACKED S ARE NOT PERMITTED WHEN THE WALL HEIGHTS ARE EQUAL TO OR LESS THAN 73 (9-0") ( -0") + STEP () S V CLR. UNCOATED OR GALVANIZED 80 (11") EPOXY COATED 10 (1 -") (WWF)( TABLES ON SHEET 5) #13 (#) ( -0") NOTCH DETAILS AS REQUIRED NOTCH DETAILS AS REQUIRED (IF REQUIRED) BASED ON FOOTING/ (IF REQUIRED) BASED ON FOOTING/ DIMENSIONS DIMENSIONS ELEVATION - SLOPED TOP ELEVATION - TOP WITH OPTIONAL SLOPED CL AND BASE PLATE EDGE OF 1 6 (" ") EDGE #13 (#) WELDED WIRE FABRIC (WWF) LEGEND: D+5 (1") t = BASE PLATE THICKNESS BASE PLATE 5 6 1. FOR ADDITIONAL INFORMATION REFER TO NOTES ON SHEETS 1 AND.. FOR, REFER TO SHEET 5. LENGTH MAY NEED ADJUSTED TO ACCOMMODATE ANGLED AND CORNER S (1" ") S = SPACING OF HORIZONTAL BARS H DEPTH OF NOTCH = 1 5 (1") D+38+t( 6) / D+1"+t( ") FOOTING LENGTH AS REQUIRED 1 (") THICK () GROUT DEPTH = D+5 (1") 5 6 NEOPRENE BRG. PAD (1" ") NON-SHRINK GROUT 15 (5") UNDER BASE PLATE D = ANCHOR BOLT DIAMETER NOTCH DETAIL FOR BASE PLATE CONNECTIONS NOTCH UNLESS NOTED DETAIL FOR NOTCH S V= SPACING OF VERTICAL BARS (FOR DETAILS 1 AND ) (PRECAST SHOWN / STEEL SIMILAR) DETAILS - SEPT. 0, 010 SEPT. 0, 010 SHEET 6 OF 6