COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

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1 GENERA NOES MAERIA NOES NOES O FABRICAOR 1. A DIMENSIONS ARE IN MIIMEERS UNESS OHERWISE NOED. U.S. CUSOMARY UNIS IN ( ) PARENHESIS. 2. A "DESIGN" MERIC UNIS INDICAED ARE SOF CONVERED FROM U.S. CUSOMARY UNIS. 3. DESIGN SPECIFICAIONS: PENNDO DESIGN MANUA PAR 4, SRUCURES AASHO "GUIDE FOR SRUCURA DESIGN OF SOUND BARRIERS", INCUDING HE 1992 AND 2002 INERIMS AASHO " SPECIFICAIONS FOR HIGHWAY BRIDGES", 15H EDIION, INCUDING HE 1993 AND 1994 INERIMS AASHO " SPECIFICAIONS FOR SRUCURA SUPPORS FOR HIGHWAY SIGNS, UMINARIES AND RAFFIC SIGNAS", 4H EDIION, INCUDING HE 2002 AND 2003 INERIMS. DESIGN IS IN ACCORDANCE WIH HE WORKING SRESS DESIGN MEHOD. (NO INCREASE IN AOWABE UNI SRESSES ARE PERMIED EXCEP FOR GROUP III OADINGS WHICH PERMIS A 33% OVERSRESS.) 4. CONSRUCION SPECIFICAIONS AND WORKMANSHIP: PROVIDE MAERIAS AND PERFORM WORK IN ACCORDANCE WIH HE CURREN VERSION OF HE PENNSYVANIA PUBICAION 408, AASHO/AWS/D1.5M/D BRIDGE WEDING CODE AND HE CONRAC SPECIA PROVISIONS. (USE AWS/D1.1/D1.1M 2002 FOR WEDING NO COVERED IN AASHO/AWS/D1.5M/D ) 5. WA HEIGHS MUS EQUA OR EXCEED HE ACOUSICA PROFIE. 6. INSA ANCHOR BOS, S, AND PANES RUY VERICA. 7. PROVIDE COVER IN ACCORDANCE WIH HIS AND DESIGN MANUA PAR A HIGHER SRENGH, FOR CAS-IN-PACE, MAY BE SUBSIUED FOR A OWER CASS A NO ADDIIONA COS O HE DEPARMEN. 9. FI A IFING INSERS WIH NON-SHRINK GROU. GROU O MACH PANE. 10. SEA A OPEN JOINS WIH CAUKING AND/OR JOIN SEAING MAERIA. (COOR O MACH PANE). 11. REFER O PUBICAION 408, SECION FOR FABRICAION AND ERECIONS OERANCES. 12. REFER O PUBICAION 408, SECION 6.3(a) FOR SHAF OERANCES. 13. CHAMFER EXPOSED EDGES ON S 12 mm x 12 mm (" x "), EXCEP AS NOED. 14. CHAMFER EXPOSED EDGES ON CAS-IN-PACE 25 mm x 25 mm (1" x 1"), EXCEP AS NOED. 15. RAKE-FINISH A HORIZONA CONSRUCION JOINS, EXCEP AS NOED. 16. A DIMENSIONS SHOWN ARE HORIZONA, EXCEP AS NOED. 17. DIMENSIONS SHOWN ARE FOR A NORMA EMPERAURE OF 20 DEGREES C (68 DEGREES F). 18. IN SOME SECIONS IS NO SHOWN FOR CARIY. 19. SPREAD FOOINGS: CONSRUC EMBANKMENS AND/OR CU EXISING GRADE O HE FOOING EEVAIONS. EXCAVAE FOR FOOING CONSRUCION. CONSRUC FOOING. SPREAD FOOINGS MAY BE ORDERED BY HE ENGINEER O BE A ANY EEVAION OR ANY DIMENSIONS NECESSARY O PROVIDE A PROPER FOUNDAION. IF SPREAD FOOINGS ARE ADJUSED PANE HEIGHS AND DESIGNS WI NEED O BE ADJUSED. USE CASS C CEMEN OR NO. 2A COARSE AGGREGAE BEOW SPREAD FOOING WHEN SPECIFIED OR DIRECED. 20. S: CONSRUC EMBANKMENS AND/OR CU EXISING GRADE O HE EEVAIONS PRIOR O CONSRUCION OF S. HE CONRACOR IS RESPONSIBE FOR MAINAINING HE DRIED OPENING INAC AND FOR MAINAINING HE SABIIY OF HE GROUND CU SOPE OR FIED EMBANKMEN DURING DRIING AND INSAAION OF S. EMPORARY CASING MAY BE REQUIRED DURING CONSRUCION IN ORDER O MAINAIN AN OPEN SHAF. IF CASING IS USED, MAINAIN EVES ABOVE HE BOOM OF CASING A A IMES DURING CASING EXRACION O PREVEN CAVED MAERIA FROM CONAMINAING HE. IF GROUNDWAER FOW ENERS HE EXCAVAION DURING CONSRUCION, PACE BY REMIE MEHODS O ABOVE HE GROUND WAER EEVAION IN ONE CONINUOUS OPERAION. FI REMAINDER OF WIH CASS A. PACE EPOXY BONDING BEWEEN POURS, AS REQUIRED. 21. COORDINAE, OCAE, AND CONDUC A WORK REAED O PUBIC AND PRIVAE UIIIES IN ACCORDANCE WIH PUBICAION 408, SECION AND , AND HE CONRAC SPECIA PROVISIONS. 22. FOR ADDIIONA INFORMAION REFER O BC-776M. 23. IF NEEDED DEAI IS NO FOUND IN HE SOUND BARRIER S OR ON HE CONRAC DRAWINGS A SPECIA SUBMISSION REQUESING APPROVA FOR SPECIFIC DEAIS MUS BE MADE O HE. 1. CAS-IN-PACE : PROVIDE CASS A CEMEN IN HE CAS-IN-PACE FOOINGS, S, AND S. f c = 21 MPa (3,000 PSI) DENSIY OF = 2400 kg/m3 (UNI WEIGH OF = 150 B. / CU. F.) 2. S: PROVIDE CASS AA CEMEN, MODIFIED IN HE S. f c = 35 MPa (5,000 PSI) DENSIY OF = 2400 kg/m3 (UNI WEIGH OF = 150 B. / CU. F.) PROVIDE A MINIMUM SRENGH OF 27.6 MPa (4,000 PSI) BEFORE SRIPPING HE S FROM HE FORMS. PROVIDE SMOOH FINISH ON A FACES OF HE, UNESS OHERWISE SPECIFIED ON HE CONRAC DRAWINGS. 3. SEE: PROVIDE GRADE 420 (GRADE 60) DEFORMED REINFORCING BARS HA MEE HE REQUIREMENS OF ASM A615M (A615), ASM A996M (A996), OR ASM A706M (A706). DO NO WED REINFORCING BARS UNESS SPECIFIED. DO NO USE RAI SEE A996M (A996) BARS IN FOOINGS, S, OR WHERE BENDING OR WEDING OF BARS IS INDICAED. fs = 160 MPa (24,000 PSI) A SEE BARS SHOWN ARE SOF CONVERED MERIC SIZES. PROVIDE UNCOAED IN HE FOOINGS AND S. PROVIDE UNCOAED, EPOXY COAED, OR GAVANIZED IN HE S, RAISED PANE SEAS, AND S AS SPECIFIED ON HE CONRAC DRAWINGS. PROVIDE EPOXY COAED OR GAVANIZED HREADED BARS IN HE WIH S. PROVIDE MINIMUM AP AND EMBEDMEN ENGH FOR REINFORCING BARS OF 30 DIAMEERS OR IN ACCORDANCE WIH HE CURREN AASHO SPECIFICAIONS AS MODIFIED BY HE DESIGN MANUA PAR 4, WHICHEVER IS GREAER. DO NO SPICE VERICA. MECHANICA CONNECIONS, WHICH MEES HE REQUIREMENS OF PUBICAION 408, SECION 2, MAY BE USED UPON ACCEPANCE FROM HE ENGINEER. 4. WEDED WIRE FABRIC: PROVIDE GRADE 480 (GRADE 70) DEFORMED WEDED WIRE FABRIC HA MEE HE REQUIREMENS OF ASM A497 IN HE S. fs = 160 MPa (24,000 PSI) A WEDED WIRE FABRIC SHOWN IS SOF CONVERED MERIC SIZES. PROVIDE UNCOAED, EPOXY COAED, OR GAVANIZED WEDED WIRE FABRIC IN HE S. PROVIDE MINIMUM AP FOR WEDED WIRE FABRIC IN ACCORDANCE WIH CURREN AASHO SPECIFICAIONS AS MODIFIED BY HE DESIGN MANUA PAR 4. DO NO MIX HE USE OF WEDED WIRE FABRIC AND SEE, EXCEP AS INDICAED. 5. FABRICAED SRUCURA SEE: PROVIDE SRUCURA SEE CONFORMING O AASHO M270M (M270) GRADE 250 (36) [ASM A709M (A709), GRADE 250 (36)] UNESS OHERWISE NOED. GAVANIZE PAES AND HARDWARE IN ACCORDANCE WIH PUBICAION 408, SECION (s). REPAIR DAMAGED GAVANIZING IN ACCORDANCE WIH PUBICAION 408, SECION (s)2. 6. ANCHOR BOS, NUS, AND WASHERS: PROVIDE ANCHOR BOS CONFORMING O ASM F1554, GRADE 250 (36) IN ACCORDANCE WIH PUBICAION 408, SECION (c)3. PROVIDE HEAVY HEX NUS CONFORMING O ASM A563M (A563A) IN ACCORDANCE WIH PUBICAION 408, SECION (c)3a. PROVIDE OVERSIZE WASHERS CONFORMING O AASHO M270M (M270) GRADE 250 (36) [ASM A709M (A709), GRADE 250 (36)]. PROVIDE OCK WASHERS AND FA WASHERS CONFORMING O ASM F436M (F436) IN ACCORDANCE WIH PUBICAION 408, SECION (c)3b. GAVANIZE A ANCHOR BOS AND HARDWARE IN ACCORDANCE WIH PUBICAION 408, SECION (s). 7. PAIN NEOPRENE BEARING PADS AND EASOMERIC PADS: PROVIDE PAIN NEOPRENE PADS WIH A DUROMEER HARDNESS OF 50 (+ / -) 5 IN ACCORDANCE WIH PUBICAION 408, SECION EPOXY BONDING : PROVIDE EPOXY BONDING IN ACCORDANCE WIH PUBICAION 408, SECION NON-SHRINK GROU: PROVIDE NON-SHRINK GROU IN ACCORDANCE WIH PUBICAION 408, SECION (c). PACE NON-SHRINK GROU AFER HE IS EVEED ON HE EVEING NUS. PACK GROU INO PACE. DO NO POUR OR INJEC GROU. NON-SHRINK GROU O MACH FINA COOR OF PANE. 10. CAUKING : PROVIDE CAUKING IN ACCORDANCE WIH PUBICAION 408, SECION 705.8(b). CAUKING O MACH FINA COOR OF PANE. 11. JOIN SEAING MAERIA: PROVIDE JOIN SEAING MAERIA IN ACCORDANCE WIH PUBICAION 408, SECION 705.4(a). JOIN SEAING MAERIA O MACH FINA COOR OF PANE. 12. JOIN BACKING MAERIA (BACKER ROD): PROVIDE BACKER ROD MAERIA IN ACCORDANCE WIH PUBICAION 408, SECION ANIGRAFFII COAING: APPY ANIGRAFFII COAING IN ACCORDANCE WIH CONRAC DRAWINGS AND SPECIA PROVISIONS. 14. PENERAING SAIN: APPY SAIN IN ACCORDANCE WIH CONRAC DRAWINGS AND SPECIA PROVISIONS. SH.NO DEAI 1. REFER O BC-776M FOR NOES O FABRICAOR GENERA NOES INDEX OF SHEES GEOMERY AND AYOU DEAIS PANE SEA DEAIS DEAI 1 DEAI 2 DEAI 3 DEAI 4 DEAI 5 DEAI 6 DEAI 7 DEAI 8 SHEE IE DESCRIPION OF DEAIS CONNECION O DESCRIPION WIH WIH CONNECION O SPREAD FOOING EMBEDDED IN EMBEDDED IN SPREAD FOOING (WIH OR WIHOU ) ANGED EMBEDDED IN EMBEDDED IN ANGED EMBEDDED IN SPREAD FOOING (WIH OR WIHOU ) EMBEDDED IN SPREAD FOOING (WIH OR WIHOU ) BC-734M BC-735M BC-736M ANCHOR SYSEMS WA CONSRUCION AND EXPANSION JOIN DEAIS BAR FABRICAION DEAIS S BC-776M - PANES GENERA NOES BC-778M - SEE S BC-779M SRUCURE MOUNED SOUND BARRIER WAS SHEE 1 OF 12 RC-11M CASSIFICAION OF EARHWORK FOR SRUCURES REFERENCE DRAWINGS DIRECOR,

2 C PS = SPACING: 6096 (20-0") MAX. C C, NOCH, AND RUY VERICA RUY VERICA C, NOCH, 1219 (4-0") 9144 (30-0") MAX. (SEE NOE 2) GAVANIZED IFING INSER (FI WIH NON-SHRINK GROU AFER INSAAION), (COOR O MACH ) 12 (1/2") HICK () NEOPRENE BEARING PAD A EVE EXISING OR PROPOSED GROUND EMBEDMEN AS REQUIRED ACOUSICA PROFIE ( WA) (SEE GENERA NOE 5 ON SHEE 1) SURFACE REAMEN 140 (5") END OF PANE (3") MAX. IMIS OF ARCHIECURA C D PANE EMBEDMEN (SEE NOE 3) EDGE OF D 0 (0") 25 (1") MAX. 610 (2-0")MAX. (SEE BC-776M) DIFFERENCE IN PANE HEIGH 610 (2-0") MAX. WHERE INDICAED OR SPECIFIED C PANE JOIN (IF REQUIRED), SEE DEAI B ON SHEE 6 OF BC-776M OPIONA SOPED PANE (AS SPECIFIED ON HE CONRAC DRAWINGS) B PANE O MACH OR EXCEED ACOUSICA PROFIE. PROVIDE EVE OR SOPED PANES AS SPECIFIED ON HE CONRAC DRAWINGS. 914 (3-0") () 457 (1-6") 457 () (1-6") () GROUND SECION A-A PANES (SEE NOE 2) EEV. BEOW FROS INE GROUND CONNECIONS; SEE DEAIS 1, 3, 5 AND 6 FOOING CONNECIONS; SEE DEAIS 2, 4, 7 AND 8 PANES PANE EMBEDMEN (SEE NOE 3) J = ENGH (SEE NOE 2) SPREAD FOOING A BY DESIGN RAISED PANE SEA (O ACCOMMODAE CHANGES IN GROUND EEVAION) (AS SPECIFIED ON HE C EMBEDMEN AS REQUIRED BY DESIGN BOOM OF PANE (SEE NOE 4) CD = DIAMEER CONRAC DRAWINGS) SECION B-B 610 (2-0") MAX. IMI OF EXCAVAION B AND EVE PANE EVE OR SOPED OP PANE (SOPED OP PANE PREFERRED) NEOPRENE RAISED PANE SEA BEARING PAD SEE NOE A AND CD = DIAMEER CD/2 CD/2 IN-INE OW SEA 25 (1") (3") MAX. FOR PANE GROUND MOUNED SOUND BARRIER EEVAION, NOCH, AND () PERIPHERY OF EXCAVAION (CASS A OF ) RAISED PANE SEA 25 (1") (3") MAX. AND CD = DIAMEER CD/2 CD/2 ANGED IN-INE NEOPRENE BEARING PAD SEE NOE A C OW SEA FOR PANE ) RAISED PANE SEA () () NEOPRENE BEARING PAD SEE NOE A PERIPHERY OF EXCAVAION (CASS A OF CD = DIAMEER CD/2 25 (1") (3") MAX. AND CD/2 OW SEA FOR PANE AND EGEND: FABRICAOR O VERIFY ADEQUACY OF IFING INSERS GRADE GROUND O DRAIN AWAY FROM WA. FI DEPH ON EACH SIDE OF WA O BE WIHIN (1-0") DIFFERENCE. 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. WA HEIGH IS DEFINED AS FOOWS: WIH : H = HEIGH FROM BASE PAE O WA WIHOU : H = HEIGH FROM FOOING/ O WA 3. PANE EMBEDMEN MAY NEED O BE INCREASED O ACCOMMODAE S AND ANCHOR BO PROJECIONS. 4. FOR OPIONA SOPED BOOM PANE REFER O BC-776M, SHEE FOR SECION D-D, REFER O SHEE 3. S NOE A: NEOPRENE BEARING PAD 12 (") SECION C-C GEOMERY AND AYOU HICKNESS BY 125 (5") ENGH BY WIDH, 50 DUROMEER, AACH O SEA WIH APPROVED (WIHOU S) ( SHOWN, SPREAD FOOING SIMIAR) SHEE 2 OF 12 ADHESIVE DIRECOR,

3 C ANGED C END PANE ARCHIECURA REAMEN 12 () (" () + - ") BACKER ROD REQUIRED IF OPENING IS GREAER HAN 6 (1/4") () ( " ") -() + PANE ARCHIECURA REAMEN 12 () (" () + - ") JOIN SEAING MAERIA OR CAUKING. EAVE GAP A BOOM OF PANE FOR DRAINAGE. (COOR O MACH PANES) 12 () (" () + - ") PANE AND NOCH 90 C END AND NOCH PANE 0 25 (1") 90 JOIN SEAING MAERIA OR CAUKING. EAVE GAP A BOOM OF PANE FOR DRAINAGE. (COOR O MACH PANES) 25 (1") (1") 25 (1") ARCHIECURA REAMEN BACKER ROD REQUIRED IF OPENING IS GREAER HAN 6 (1/4") 0 25 (1") 90 IN-INE ANGED IN-INE END SECION D-D YPES WIH SRAIGH PANES C PANE ARCHIECURA REAMEN 12 () (" () + - ") C PANE C PANE AND NOCH () ( " ") + -() ANGED PANE ARCHIECURA REAMEN C PANE 0 C PANE PANE 12 () (" () + - ") 90 JOIN SEAING MAERIA OR CAUKING. EAVE GAP A BOOM OF PANE FOR DRAINAGE. (COOR O MACH PANES) C PANE C 0 12 () (" () + - ") C END C END AND NOCH 0 25 (1") MAX. GAP 25 (1") JOIN SEAING MAERIA OR CAUKING. EAVE GAP A BOOM OF PANE FOR DRAINAGE. (COOR O MACH PANES) BACKER ROD REQUIRED IF OPENING IS GREAER HAN 6 (1/4") 25 (1") MAX. GAP 25 (1") 0 25 (1") MAX. GAP 25 (1") 38 (1") C PANE BACKER ROD REQUIRED IF OPENING IS GREAER HAN 6 (1/4") ARCHIECURA REAMEN 25 (1") MAX. GAP 25 (1") 90 IN-INE ANGED IN-INE END 254 (10") SPICE ENGH () WWF VERICA SPICE DEAI FOR (IF REQUIRED) SECION D-D YPES WIH ANGED PANES = PANE ORIENAION IN 102 (WIRE REAIONSHIP O SPACING) CENERINE OF NOCH. NOE: () SPICE SHOWN FOR WWF 102x102-MD26xMD26 (WWF 4x4-104x104). REVISE SPICE ENGH IF OVERHANG USING AN AERNAE SPACING AND WIRE SIZE. 44 (1") () 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. REFER O SHEE 2 FOR OCAION OF SECION D-D. S DEAIS SHEE 3 OF 12 DIRECOR,

4 PANE SEA 125 (5") AND EDGE OF WEB 125 (5") EDGE OF WEB PANE SEA 225 9") OR 12") (2 BAR MINIMUM) RAISED PANE SEA (O ACCOMMODAE E CHANGES IN GROUND EEVAIONS) 610 (2-0") MAX. UNCOAED OR GAVANIZED OPIONA CONSR. (1-3") JOIN (ROUGH EPOXY (1-6") SURFACED) 25 (1") (3") MAX. 12 (1/2") HICK () NEOPRENE BRG. PAD E 225 9") OR 12") (2 BARS MINIMUM) RAISED PANE SEA (O ACCOMMODAE CHANGES IN GROUND EEVAIONS) 610 (2-0") MAX. BASE PAE DEPH = D+25 (1")+t UNCOAED OR GAVANIZED (1-3") EPOXY (1-6") F #16 (#5) U-BARS (1" ") NON-SHRINK GROU UNDER F 12 (1/2") HICK () NEOPRENE BRG. PAD FOOING (3") CONSR.JOIN (ROUGH SURFACED) SPREAD FOOING #16 (#5) U-BARS SEE RAISED PANE SEA YPICA PANE SEA RAISED PANE SEA YPICA PANE SEA PANE SEA EEVAION WIHOU (DEAI FOR SHOWN DEAI FOR FOOING IS SIMIAR) PANE SEA EEVAION WIH (DEAI FOR FOOING SHOWN DEAI FOR IS SIMIAR) CD = DIAMEER 914 (3-0") OR 1067 (3-6") WIDH VARIES AND 305 (1-0") () EGEND: #10 (#3) OR #13 (#4) #10 (#3) OR #13 (#4) DEPH 4-#16 EQUA SPACES RAISED PANE SEA PANE, NOCH AND 457 (1-6") OR 533 (1-9") DEPH 4-#16 RAISED PANE SEA EQUA SPACES NON-SHRINK GROU UNDER SPREAD FOOING PANE, NOCH, 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2.RAISED PANE SEAS (IF REQUIRED) O BE DEAIED ON HE CONRAC DRAWINGS. 3. DEAIS FOR ANGED AND CORNER NO SHOWN, BU SIMIAR O DEAIS SHOWN. PROVIDE DEAIS ON CONRAC DRAWINGS. RAISED PANE SEA YPICA PANE SEA RAISED PANE SEA YPICA PANE SEA SECION E-E SECION F-F S PANE SEA DEAIS SHEE 4 OF 12 DIRECOR,

5 w ( WIDH EQUAS WIDH) C OVERSIZED SO 102 D+ D+12 (") (GAVANIZED) 102 F C BO HOE NOCH, AND F "A1" 3 EQ. SPA. (4 BARS EA. FACE), AND,, NOCH, AND AND NON-SHRINK GROU UNDER DIAMEER OF HOE IS EQUA O HREADED DIAMEER OF REINFORCING BAR + 3 (") (FABRICAOR O DEAI HOE OCAIONS ON SHOP DRAWINGS) PAN PANE SEA PAN H = S = EMBEDMEN ENGH WA HEIGH 1220 (4-0") PEASE NOE HA HE ANCHOR BO DEAI SHOWN MAY BE PAENED P = PROJECION = HREAD ENGH = P + 12 ( ") () PH1 = HEIGH t HEAVY HEX EVEING NU AND OVERSIZED WASHER (GAVANIZED) G 12 (") ADJUS HOOKS AS REQUIRED O AVOID INERFERENCE HEAVY HEX NU, OCK WASHER AND FA WASHER 230 (9") EEVAION NOCH, AND 1 8-"A1" BARS WIH HREADED ENDS (EPOXY COAED OR GAVANIZED) (4 EA. FACE) (GAVANIZED) BURR HREADS AFER IGHENING NUS HEAVY HEX DOUBE NUS AND OVERSIZED WASHER (GAVANIZED) 2 NON-SHRINK GROU G BOS GROU DEPH = GD = D+25 (1") BUNDED IES "D" ANCHOR (GAVANIZED) (1-0") 150 IES A IES A (1-0") (3") (6") (1-0") J = ENGH AND () IES CD = DIAMEER 914 (3-0") OR 1067 (3-6") NOCH, AND SECION G-G "D" ANCHOR BOS (GAVANIZED) BOS) EGEND: (3") VERICA INERFERENCE WIH HE ANCHOR AP EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID (AERNAE SPICE OCAIONS) PANE SEA EEVAION AND 2:1 (1:2)SOPE NON-SHRINK GROU UNDER 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE FOR OVERSIZED WASHER DEAI REFER O SHEE 6. S DEAI 1 WIH DEAI 1 CONNECION O DIRECOR, SHEE 5 OF 12

6 W w ( WIDH EQUAS WIDH) SO OVERSIZED D+ D+12 (") (GAVANIZED) F C BO HOE NOCH, F "A1" 3 EQ. SPA. (4 BARS EA. FACE) DIAMEER OF HOE IS EQUA O HREADED DIAMEER OF REINFORCING BAR + 3 (") (FABRICAOR O DEAI HOE OCAIONS ON SHOP DRAWINGS) /2 #13 (#4) (12") (OP AND BOOM) H W/2 H NOCH,,, NOCH, AND FOOING NON-SHRINK GROU UNDER FOOING PAN "F1" (12") (OP AND BOOM) PANE SEA PAN SPREAD FOOING PAN PEASE NOE HA HE ANCHOR BO DEAI SHOWN MAY BE PAENED,, NOCH, 8-"A1" BARS WIH HREADED ENDS (EPOXY COAED OR GAVANIZED) (4 EA. FACE) H = S = WA HEIGH EMBEDMEN ENGH P = PROJECION = HREAD ENGH = P + 12 ( ") () #13 (#4) BARS PH1 = HEAVY HEX EVEING NU AND OVERSIZED WASHER (GAVANIZED) HEIGH t "F1" BARS 12 (") BOOM OF FOOING HEAVY HEX NU, OCK WASHER AND FA WASHER 150 (6") ADJUS OP BARS O CEAR ANCHOR BOS EEVAION DEAI 2 WIH CONNECION O SPREAD FOOING 1 2 (GAVANIZED) BURR HREADS AFER IGHENING NUS HEAVY HEX DOUBE NUS AND OVERSIZED WASHER (GAVANIZED) FOOING NON-SHRINK GROU "D" ANCHOR BOS (GAVANIZED) GROU DEPH = GD = D+25 (1") #13 (#4)BARS (3") D+3 (") 10 (") PAE C FOOING SECION H-H W=D+ W/2 W/2 D = BO DIAMEER OVERSIZED WASHER DEAI /2 / (") D 50.8 (2") "F1" BARS =D+ (3") EGEND: FOOING PANE SEA EEVAION NON-SHRINK GROU UNDER S DEAI 2 2:1 (1:2)SOPE 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE 4. SHEE 6 OF 12 DIRECOR,

7 AND, NOCH, AND 8-"A2" 3 EQ. SPA. (4 BARS EA. FACE) CD = DIAMEER 914 (3-0") OR 1067 (3-6") PAN, NOCH, AND AS AN AERNAE, MAY BE EXENDED O HE BOOM OF WIHOU HE PRORUDING FROM HE BOOM OF OR HE MAY BE EXENDED O HE BOOM OF S = ENGH PE = REINF. DEVEOPMEN EMBEDMEN 1220 (4-0") AND BOOM OF APPY EPOXY BONDING (3") (APPY EPOXY J OPIONA ROUGH CONSRUCION JOIN BONDING ) J EEVAION 8-"A2" BARS (SEE NOE 3) (1-0") IES A IES A (12") VERICA BUNDED IES (1-0") J = ENGH (3") AND IES NOCH, AND CD = DIAMEER 914 (3-0") OR 1067 (3-6") () SECION J-J, AP (AERNAE SPICE OCAIONS) VERICA EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID INERFERENCE WIH ) EGEND: 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE PROVIDE UNCOAED, EPOXY COAED OR GAVANIZED BARS IN ACCORDANCE WIH HE CONRAC DRAWINGS. S DEAI 3 DEAI 3 EMBEDDED IN SHEE 7 OF 12 DIRECOR,

8 W, NOCH, 8-"A2" 3 EQ. SPA. (4 BARS EA. FACE), NOCH, #13 (#4) BARS A (12") (OP AND BOOM) W/2 K (IF SPECIFIED) /2 #13 (#4) (3") 2-#13 (#4) "A2" BARS BUNDED IES (3") #13 (#4) BARS, NOCH,, GROUND 610 (2-0") OPIONA CONSR. JOIN (ROUGH SURFACE) HEIGH PAN K "F1" (12") (OP AND BOOM) "F1" ONGIUDINA BARS (12") SPREAD FOOING PAN #13 (#4) BARS A (12") (OP AND BOOM) AND BOOM OF APPY EPOXY BONDING, NOCH, WIHOU "A2" BARS (SEE NOES 3 AND 4) EMBEDMEN, PE () ENGH, HE HOOK EMBEDMEN HOOK ENGH, H EEVAION DEAI 4 WIH EMBEDDED IN SPREAD FOOING (WIH OR WIHOU ), NOCH,, 610 (2-0") HEIGH AND BOOM OF APPY EPOXY BONDING, (3"), () #13 (#4)IES PD = DIAMEER 914 (3-0") OR 1067 (3-6") SECION -, NOCH,, 560 (1-10") (AERNAE SPICE OCAIONS) (IF SPECIFIED) 8-#13 (#4) BARS EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID INERFERENCE WIH ) SECION K-K (WIH ) ADJUS FOOING OP REINFORCING SPACING O CEAR. EGEND: 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE PROVIDE UNCOAED OR EPOXY COAED BARS IN ACCORDANCE WIH HE CONRAC DRAWINGS. GAVANIZED BARS NO PERMIED. 4. BARS MAY BE BEN AFER FABRICAION OF. OUCH-UP EPOXY COAED BARS WIH AN APPROVED EPOXY PAIN. S DEAI 4 SHEE 8 OF 12 DIRECOR,

9 ANGED AND 4 3 EQ. SPA. C ANGED 5 4 EQ. SPA. CD = DIMENSION 1067 (3-6")() PAN ANGED AND AS AN AERNAE, MAY BE EXENDED O HE BOOM OF WIHOU HE PRORUDING FROM HE BOOM OF OR HE MAY BE EXENDED O HE BOOM OF S = ENGH PE = REINF. DEVEOPMEN EMBEDMEN 1220 (4-0") AND BOOM OF (3") APPY EPOXY BONDING M OPIONA ROUGH CONSRUCION JOIN (APPY EPOXY BONDING ) M EEVAION (1-0") ANGED MAIN (SEE NOE 3) IES A IES A (12") VERICA BUNDED IES (1-0") J = ENGH C (3") ANGED () IES CD = DIAMEER 1067 (3-6")() SECION M-M ANGED AND AP (AERNAE SPICE OCAIONS) VERICA EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID INERFERENCE WIH ) EGEND: 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE PROVIDE UNCOAED, EPOXY COAED, OR GAVANIZED BARS IN ACCORDANCE WIH HE CONRAC DRAWINGS. S DEAI 5 ANGED DEAI 5 EMBEDDED IN SHEE 9 OF 12 DIRECOR,

10 AND AND 10 BARS (SPACED AS SHOWN) 38 (1") CD = DIMENSION 1067 (3-6")() PAN AND AS AN AERNAE, MAY BE EXENDED O HE BOOM OF WIHOU HE PRORUDING FROM HE BOOM OF OR HE MAY BE EXENDED O HE BOOM OF S = ENGH PE = REINF. DEVEOPMEN EMBEDMEN 1220 (4-0") AND BOOM OF (3") APPY EPOXY BONDING N OPIONA ROUGH CONSRUCION JOIN (APPY EPOXY BONDING ) N EEVAION (1-0") MAIN (SEE NOE 3) IES A IES A (12") VERICA BUNDED IES (1-0") J = ENGH AND (3") () IES CD = DIAMEER 1067 (3-6")() SECION N-N AND AP (AERNAE SPICE OCAIONS) VERICA EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID INERFERENCE WIH ) EGEND: 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE PROVIDE UNCOAED, EPOXY COAED, OR GAVANIZED BARS IN ACCORDANCE WIH HE CONRAC DRAWINGS. S DEAI 6 EMBEDDED IN DEAI 6 SHEE 10 OF 12 DIRECOR,

11 W W/2 ANGED,, C P ANGED C FOOING PAN 4 3 EQ. SPA. ANGED 5 4 EQ. SPA. C "F2" (12") (OP AND BOOM) P "F1" (12") (OP AND BOOM) (IF SPECIFIED) /2 #13 (#4) (3") MAIN (SEE NOES 3 AND 4) 2-#13 (#4) BUNDED IES R #13 (#4) BARS (3") H "F1" ONGIUDINA BARS GROUND R OPIONA CONSR. JOIN (ROUGH SURFACE) (12") 610 (2-0") HEIGH = 914 (3-0") SPREAD FOOING PAN "F2" BARS A (12") (OP AND BOOM) ANGED SECION P-P (WIH ) ANGED,, ANGED,, ADJUS FOOING OP REINFORCING SPACING O CEAR. AND BOOM OF APPY EPOXY BONDING WIHOU MAIN (SEE NOES 3 AND 4) EMBEDMEN, PE () ENGH, HE HOOK EMBEDMEN HOOK ENGH, H EEVAION DEAI 7 WIH ANGED EMBEDDED IN SPREAD FOOING (WIH OR WIHOU ) 610 (2-0") HEIGH = 914 (3-0") AND BOOM OF APPY EPOXY BONDING C (3") ANGED #13 (#4)IES () PD = DIAMEER 1067 (3-6") SECION R-R (AERNAE SPICE OCAIONS) (IF SPECIFIED) 560 (1-10") 8-#13 (#4) BARS EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID INERFERENCE WIH ) EGEND: 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE PROVIDE UNCOAED OR EPOXY COAED BARS IN ACCORDANCE WIH HE CONRAC DRAWINGS. GAVANIZED BARS NO PERMIED. 4. BARS MAY BE BEN AFER FABRICAION OF. OUCH-UP EPOXY COAED BARS WIH AN APPROVED EPOXY PAIN. S DEAI 7 SHEE 11 OF 12 DIRECOR,

12 W CORNER PAN 38 (1") 10 BARS (SPACED AS SHOWN) CORNER, "F2" (12") (OP AND BOOM) W/2 S S "F1" (12") (OP AND BOOM),, (IF SPECIFIED) /2 #13 (#4) (3") MAIN (SEE NOES 3 AND 4) 2-#13 (#4) BUNDED IES #13 (#4) BARS (3") H "F1" ONGIUDINA BARS CORNER,, GROUND OPIONA CONSR. JOIN (ROUGH SURFACE) (12") 610 (2-0") HEIGH = 914 (3-0") SPREAD FOOING PAN "F2" BARS A (12") (OP AND BOOM) AND BOOM OF APPY EPOXY BONDING WIHOU MAIN (SEE NOES 3 AND 4) EMBEDMEN, PE () ENGH, HE HOOK EMBEDMEN HOOK ENGH, H EEVAION DEAI 8 WIH EMBEDDED IN SPREAD FOOING (WIH OR WIHOU ) CORNER,, 610 (2-0") HEIGH = 914 (3-0") AND BOOM OF APPY EPOXY BONDING CORNER, (3") #13 (#4)IES PD = DIAMEER 1067 (3-6") () SECION - (AERNAE SPICE OCAIONS) (IF SPECIFIED) CORNER, 560 (1-10") 8-#13 (#4) BARS EQUAY SPACED (BARS MAY BE SIGHY ADJUSED O AVOID INERFERENCE WIH ) SECION S-S (WIH ) ADJUS FOOING OP REINFORCING SPACING O CEAR. EGEND: 1. FOR ADDIIONA INFORMAION REFER O NOES ON 2. FOR PANE SEA DEAIS REFER O SHEE PROVIDE UNCOAED OR EPOXY COAED BARS IN ACCORDANCE WIH HE CONRAC DRAWINGS. GAVANIZED BARS NO PERMIED. 4. BARS MAY BE BEN AFER FABRICAION OF. OUCH-UP EPOXY COAED BARS WIH AN APPROVED EPOXY PAIN. S DEAI 8 SHEE 12 OF 12 DIRECOR,

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