1. " * " and - McCullough Construction

ICAA B C D E F G H I246'-920'-630'-130'-030'-030'-030'-024'-824'-10 1 219'-26'-5 1 21'-01'-0 4'-0 1'-918'-811234'-1 2'-111'-8 3 4W12X72 W12X87 W12X87TYPE 3TYPE 3TYPE 3PL1 X18 X 1'-6PL1 X18 X 1'-6PL1 X18 X 1'-603TP1EL. 70'-11 1 03TP103TP14EL. 70'-11 1 4EL. 70'-11 1 44~ 01AB24~ 01AB24~ 01AB2W12X87TYPE 3PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 3PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 3PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X72TYPE 3PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X72TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB211'-4W12X72TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB210'-1 1 430'-0W12X87TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X87TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2456726'-5 1 215'-9 1 83'-1 3'-071W12X87TYPE 4PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB14'-7 11'-2 1 8W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X87TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X72TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB311'-2 1 2W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X87TYPE 1PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2PL1 1 2X20 X 1'-803TP2EL. 70'-11 1 44~ 01AB3W12X136TYPE 2W12X87PL1 1 2X20 X 1'-8TYPE 103TP2EL. 70'-11 1 PL1 X18 X 1'-6403TP14~ 01AB3EL. 70'-11 1 44~ 01AB2W12X136W12X87TYPE 2PL1 1 TYPE 12X20 X 1'-8PL1 X18 X 1'-603TP2EL. 70'-11 1 03TP14EL. 70'-11 1 44~ 01AB3 4~ 01AB2117'-622'-6W12X87TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X87TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB2W12X72TYPE 5PL1 X18 X 1'-603TP1EL. 70'-11 1 44~ 01AB21AB01ANCHOR BOLTS PLANNOTES:1. SEE AB02 FOR ANCHOR BOLT DETAILS1 11/13/12 REVISED PER RFA & SSK22-280 08/15/12 ISSUED FOR CONSTRUCTIONA06/19/12ISSUED FOR APPROVALW12X87TYPE 1PL1X18X1'-603TP1EL.+(70'-7 3 8)4~01AB1= COLUMN SIZE= ANCHOR SETTING TYPE= BASE PLATE SIZE (THK X W X L)= MARK OF TEMPLATE= BOTTOM OF BASE PLATE ELEVATION= MARK OF ANCHOR BOLTCOLUMN KEYREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DCANCHOR BOLTS PLANR2L : ArchitectsMGVMc CulloughNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.AB01N*11/13/2012MELZUL262310CONSTRUCTIOwww.seacad.com 11/13/2012 07:49:59pm

ICAHIA12330'-011'-8 3 44'-1 2'-11'-6TYPE 5PL 1 2X6 X 1'-1EL.+( 82'-3 3 8 )2~ 04AB2TYPE 3PL 1 2X6 X 0'-8EL.+( 82'-3 3 8 )2~ 04AB4TYPE 2PL 1 2X6 X 0'-11 1 2EL.+( 81'-9 13 16 )2~ 04AB3W30X90W16X40(S)W16X40(S)W16X40(S)19'-218'-810 3'-0 3@3'-10=11'-6TYPE 5PL 1 2X6 X 1'-1EL.+( 82'-3 3 8 )2~ 04AB2W16X40(S)TYPE 5PL 1 2X6 X 1'-1EL.+( 82'-3 3 8 )2~ 04AB2W16X40(S)W16X40(S)W30X90W16X407'-5 1 23'-0 10 4'-5 13 16 9 7 811'-4W16X40W16X40W16X40W16X40W16X40W16X40W16X40W16X40W16X40W16X4061'-0TYPE 5PL 1 2X6 X 1'-1EL.+( 82'-3 3 8 )2~ 04AB2TYPE 3PL 1 2X6 X 0'-8EL.+( 82'-3 3 8 )2~ 04AB4TYPE 4PL 1 2X6 X 0'-10 13 16EL.+( 81'-9 13 16 )2~ 04AB3TYPE 6PL 1 2X6 X 1'-5EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB25 54'-13@3'-10 15 16=11'-8 3 48@3'-9=30'-0PLEASE VERIFYDISTANCE OF BEAMS12LCPIER3C LPIER14'-7 3 4 13'-11 1 830'-0 11'-8 3 4 4'-18'-32'-12'-7 5 16 2'-7 5 16 2'-7 5 16 4'-0 1 24'-101'-3 3 4 1'-3 3 41'-3 3 4 2'-8 3 41'-61'-04'-6W12X26W12X26W12X26W12X26W12X26W12X261'-3TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 83'-3 1 8 )2~ 04AB2TYPE 10PL 1 2X6 X 0'-7 1 2EL.+( 83'-3 1 8 )2~ 04AB1TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB26TYPE 1PL 1 2X6 X 1'-1EL.+( 83'-3 1 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 83'-3 1 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 83'-3 1 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 83'-3 1 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB26W16X4020'-612'-10EXISTING CMUW16X40W16X40W16X401W30X90W30X901'-10 5 817'-2 7 8 14'-7 3 4 13'-11 1 81'-0 1'-1B7'-6426'-5 1 2W16X40W16X40W16X40W16X40W16X40W16X40W16X40TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB27@3'-9 3 8=26'-5 1 2472AB0311'-0 4'-0 1'-9NOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILS6EXISTING CMUTYPE 1PL 1 2X6 X 1'-1EL.+( 82'-9 3 8 )2~ 04AB2W18X501ST FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WALL673AB033'-03'-11'-11W30X90NOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILSTYPE 8PL 1 2X6 X 1'-4 1 2EL.+( 81'-9 7 8 )2~ 04AB2PARTIAL 1ST FLOOR ANCHOR BOLTON EXISTING CMU WALL5672'-7 1 2 3'-015'-9 1 81AB03NOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILS2. (S) INDICATES SLOPESW16X40W16X40W16X40W16X40W16X40W16X40TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 82'-11 3 8 )2~ 04AB21ST FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WALL6'-5 1 21'-03'-5 4@3'-10=15'-4 1 812'-11'-6W18X50TYPE 1PL 1 2X6 X 1'-1EL.+( 81'-7 3 8 )2~ 04AB24AB0316'-2 5 8PARTIAL 1ST FLOOR ANCHOR BOLTON EXISTING CMU WALLNOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILSTYPE 1PL1X18X1'-6EL.+(70'-7 3 8)2~04AB1E= ANCHOR SETTING TYPE= BEARING PLATE SIZE (THK X W X L)= BOTTOM OF BEARING PLATE ELEVATION= MARK OF ANCHOR BOLTBEARING PLATE KEY1 11/13/12 REVISED PER SK22-28 & RFI #810 11/02/12 ISSUED FOR CONSTRUCTIONA06/19/12ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DC1ST FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WAR2L : ArchitectsMGVMc CulloughNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.AB03N*11/13/2012MELZUL262310CONSTRUCTIOwww.seacad.com 11/13/2012 07:50:03pm

ICAA B C1'-920'-630'-130'-020'-06 612'-1TYPE 1PL 1 2X6 X 1'-1EL.+( 96'-2 )2~ 04AB2124'-11'-7 1 2311'-8 3 430'-09'-9 3 814'-7 3 41W12X26W12X26W12X26TYPE 1PL 1 2X6 X 1'-1EL.+( 96'-2 )2~ 04AB2W12X26TYPE 1PL 1 2X6 X 1'-1EL.+( 96'-2 )2~ 04AB2W24X84W21X44W24X84 W24X84W21X44W24X84W24X84W21X4447 16'-8 5 8W12X26W12X26W24X84W21X44W21X44TYPE 1PL 1 2X6 X 1'-1EL.+( 96'-2 )2~ 04AB2W24X84W24X8426'-5 1 25W21X44673'-0 15'-9 1 83'-113'-10 7 164'-10 11 162'-6TYPE 1PL 1 2X6 X 1'-1EL.+( 95'-8 7 8 )2~ 04AB2W12X26W12X26W12X26W16X26W24X84W12X26W24X84TYPE 7PL 1 2X6 X 0'-8EL.+( 95'-8 7 8 )2~ 04AB1TYPE 1PL 1 2X6 X 1'-1EL.+( 96'-2 )2~ 04AB217'-10 1 212'-2 1 212'-3 3 41 11/13/12 REVISED PER SK22-28 & RFI #810 11/02/12 ISSUED FOR CONSTRUCTIONA06/19/12ISSUED FOR APPROVAL1AB042ND FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WALLNOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILSREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NNRTISINOFWELD U.N.E70XXEMA*T UF OTUEN D EDSTE19EL21MEMBERN*CONSTRUCTIOTYPE 1PL1X18X1'-6EL.+(70'-7 3 8)2~04AB1= ANCHOR SETTING TYPE= BEARING PLATE SIZE (THK X W X L)= BOTTOM OF BEARING PLATE ELEVATION= MARK OF ANCHOR BOLTBEARING PLATE KEYPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DC2ND FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WAR2L : ArchitectsMGVMc CulloughDATE11/13/2012DRAWN BYMELCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.AB04www.seacad.com 11/13/2012 07:50:08pm

ICAAB1'-920'-613'-0 12'-3 1 46 6120'-019 1 2 12'-2 1 2 7'-612341'-7 1 230'-0 11'-8 3 4 4'-17 16'-7 7 814'-7 3 49'-10 1 81'-0 1'-1W16X40 W16X40W16X40TYPE 1PL 1 2X6 X 1'-1EL.+( 107'-4 1 2 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 107'-4 1 4 )2~ 04AB2TYPE 1PL 1 2X6 X 1'-1EL.+( 106'-7 1 2 )2~ 04AB2W16X40 (S)W16X40 (S)W16X40 (S)W16X40 (S)673'-1 3'-0 4'-72'-61'-1 2'-02AB05(EXISTING BEAM)W12X26TYPE 7PL 1 2X6 X 0'-8EL.+( 107'-8 3 4 )2~ 04AB1NOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILSW16X26W24X84W16X26TYPE 1PL 1 2X6 X 1'-1EL.+( 108'-2 3 8 )2~ 04AB23RD FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WALLW12X26TYPE 1PL 1 2X6 X 1'-1EL.+( 107'-4 1 4 )2~ 04AB21AB053RD FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WALLNOTE:1. SEE AB09 FOR ANCHOR BOLT DETAILS2. (S) INDICATES SLOPE1 11/13/12 REVISED PER SK22-28 & RFI #810 11/02/12 ISSUED FOR CONSTRUCTIONA06/19/12ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NNRTISINOFWELD U.N.E70XXEMA*T UF OTUEN D EDSTE19EL21MEMBERN*CONSTRUCTIOTYPE 1PL1X18X1'-6EL.+(70'-7 3 8)2~04AB1= ANCHOR SETTING TYPE= BEARING PLATE SIZE (THK X W X L)= BOTTOM OF BEARING PLATE ELEVATION= MARK OF ANCHOR BOLTBEARING PLATE KEYPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DC3RD FLOOR ANCHOR BOLT PLAN ON EXISTING CMU WAR2L : ArchitectsMGVMc CulloughDATE11/13/2012DRAWN BYMELCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.AB05www.seacad.com 11/13/2012 07:50:11pm

ICAAA.2BC12330'-017'-2 7 82'-10 3 8www.seacad.com 11/13/2012 07:50:25pm1023B1W16X401005B1W16X401013B1W16X401024B1W16X401023B1W16X401017B1W16X401023B1W16X401023B1W16X401023B1W16X401023B1W16X401026B1W16X401026B1W16X401026B1W16X401021B1W16X403'-5 3 81033B1W30X901001C1W12X871030B1W30X9030'-12003P1BPL 1 4X12 5 84 45672'-14'-111'-8 3 426'-5 1 215'-9 1 83'-1 3'-013'-11 1 812'-9 1 8 1'-10 5 81'-8 1'-5BEAM(EXISTING)EL.+81'-11 7 8EL.+80'-11 7 8B/O EXISTING5 E.O.S79 32E10113'-7 5 81007P1BPL 1 4X9 1 21EXISTING CMUCL1111012P1BPL 1 4X9 1 21009P1BPL 1 4X9 1 21009P1BPL 1 4X9 1 21 41 44'-0DE1011'-96BEAM(MK'D SEE PLAN)63 8 " PLATEW/ 3 4" DIA BOLT11025B1W18X501006B1W16X405'-76'-6 8GCTO LOCATE1004P1HE1011003P11002P11016B1W18X501001P1BPL 1 4X10 1 2(TYP 2 PLC'S)22'-320'-66 E.O.S1041B1W16X401120'-020'-6COLUMN(MK'D SEE PLAN)GE10113'-4512'-103'-2 1 4 1'-10 5 83'-2 5 163'-2 1 4 3'-2 1 43'-5 3 8 3'-5 3 8 3'-5 3 82'-10 3 81006P1BPL 1 4X12 5 8GCTO LOCATE3'-5 3 4 3'-5 3 43'-5 3 43'-5 3 4SECTION1E1014'-1 1 411005C1W12X722014B1W16X402024B1W18X501006C1W12X87BEAM(MK'D SEE PLAN)2012B1W16X402012B1W16X402012B1W16X402012B1W16X402009B1W18X502012B1W16X402012B1W16X402012B1W16X402012B1W16X402012B1W16X402012B1W16X402012B1W16X402001P1BPL 1 4X10 1 2(TYP 3 PLC'S)6'-25'-7BE101BEAM(EXISTING)2006C1W12X136NOTES:1. T.O.S EL. +(84'-3 7 8) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. (M.O) INDICATES MASONRY OPENING4. (S) INDICATES SLOPING MEMBER2031B1W30X902029B1W30X902052B1W10X19EL.+( 84'-2 3 16 )2027B1W10X19EL.+( 81'-11 7 8 )BEAM(EXISTING)3001C1W12X72JE101KE1011ST FLOOR FRAMING PLAN SEQ. 1 - 36'-212002P1BPL 1 4X12 5 82003P1BPL 1 4X12 5 83 8" PLATEW/ 3 4" DIA BOLTHE101CL2010C1W12X136BEAM(EXISTING)1 4EL.+84'-2 3 161 49 3GC3012P1BPL 1 4X10 1 2COLUMN(EXISTING)EL.+83'-2 3 16B/O EXISTINGTO LOCATE4'-73018B1W30X90GE1013043B1W30X902003C1W12X875GC2009C1W12X652003P1BPL 1 4X12 5 83050B1W16X403024B1W16X403024B1W16X403024B1W16X403024B1W16X403025B1W18X503024B1W16X403024B1W16X403024B1W16X403024B1W16X403076B1W16X403075B1W16X403075B1W16X4085'-5 1 47'-6BE1013001P1BPL 1 4X11 1 2(TYP 4 PLC'S)TO LOCATE7'-63008B1W30X903002P1BPL 1 4X11 1 283011B1W30X903006B1W30X90EXISTING WALL43052B1W16X403052B1W16X403052B1W16X403052B1W16X403052B1W16X403052B1W16X403052B1W16X40EE1013052B1W16X4030'-03005P1BPL 1 4X12 5 83004P1BPL 1 4X11 7 168 GCTO LOCATE13002C1HSS6X6X 5 163051B1W16X403052B13028B1 W16X40W16X40SEEPLANHE101HE101C L22'-6SECTIONREF: 3/S143'-2 7 8 2'-10 1 83'-2 7 83'-9 3'-9 3'-9 3'-9 3'-9 3'-9 3'-2 7 8 3'-2 7 83'-93'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-93'-103'-5 4'-2 3'-6 1 16 3'-103013P1BPL 1 4X20 3 43005P1BPL 1 4X12 5 83038B1W30X903007C1W12X1363013C1W12X1363012C1W12X136GC1 4 3"@12"4 1 2TO LOCATE5 3 163054B1W30X903034B1W30X90T/O BEAMSEE PLANBEAM(MK'D SEE PLAN)CONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-8 O.C(MK'D SEE PLAN)3058B1W30X904013P1BPL 1 4X12 5 8(CUT AS REQ'D)3003C1W12X87( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W18X50( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W18X50( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W18X50( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W18X50( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W16X403004C1W12X873013P1BPL 1 4X20 3 4( SEQ. 4 )W16X40( SEQ. 4 )W16X40( SEQ. 4 )W18X50MATCH LINESEE DWG E201FOR CONTINUATIONGCGCTO LOCATETO LOCATE3'-11 7 16 3'-11 7 16 2'-13'-10 3'-10 3'-10 3'-10 3'-2 5 8 3'-2 5 8 3'-2 5 8 3'-2 5 8 3'-2 5 8 3'-5 1 2 3'-5 1 2 3'-5 1 2 3'-4 3'-4 3'-4 3'-4 3'-4 3'-4 3'-4 3'-4 3'-4 3'-11 7 16 3'-11 7 163'-1 3'-5GC TO COORDINATELOCATION OF BEAMCOLUMN(EXISTING)CL1SEE PLANJE1012311'-8 3 4 4'-14'-10 4'-2 3'-3 104'-0 1 23 1 4 2'-7 5 16 2'-7 5 16 2'-7 5 1642'-8 3 4EXISTING WALLAE1011027A1L4X4X 1 4C L1 414T&B (TYP)3013A1 (CTR'D)L3X3X 1 4SECTIONREF: 2/SK281'-0 4'-0 1'-9SEE PLANDE1013013A1 (CTR'D)L3X3X 1 42E101BEAM(MK'D SEE PLAN)1 4 " STIFF. PLATE1001B1W12X261001B1W12X261001B1W12X261001B1W12X26NEW CMU1003A1L4X4X 1 41002B1W12X261002A1L4X4X 1 41045B1W12X261019A1L4X4X 1 4FE1011002A1L4X4X 1 4DETAILC L1001A1L4X4X 1 4SECTIONREF: 3/S14T/O BEAMSEE PLANT/O BEAMSEE PLAN1 4 3"@12"4 1 21EXISTING CMUCE101TYPTYPBEAM(MK'D SEE PLAN)T/O BEAMSEE PLANCONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-8 O.C(MK'D SEE PLAN)5 16 STIFF. PLATEW/(2)- 3 4 " DIAERECTION BOLTBEAM(MK'D SEE PLAN)1 4KE101NEW CMUEXISTING SLAB4 1 24BEAM(MK'D SEE PLAN)1'-0104 4 4AE101CONTINUOUS1 4" BENT PLATE(MK'D SEE PLAN)CLSECTIONREF: 1/SK281'-4 1 2BE101EE101SECTIONREF: 10/S13, 2/S14SEEPLANCLSECTIONREF: 11/S13CLBEAM(MK'D SEE PLAN)5 16 STIFF. PLATESECTIONCONT. L4X4X 1 4W/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-8 O.C(MK'D SEE PLAN)1 4TYP1 41 4TYPPL 5 8X8 X 0'-10W/ 5 8" ANCHOR ROD(MK'D SEE EP01)1 4 3"@12"NEW SLAB4 1 2BEAM(MK'D SEE PLAN)1 11/13/12 REVISED PER SK22-28 & RFI #810 11/07/12 ISSUED FOR CONSTRUCTIONEDCBATYPHSS6X6X 5 16(MK'D SEE PLAN)T/O BEAMSEE PLAN09/20/1208/09/1207/16/1207/10/1207/9/12ISSUED FOR RE-APPROVALREVISED PER ASI-008REVISED PER ASI-005REVISED PER SF-ENGINEERING APP. COMMENTSISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERT/O BEAMSEE PLAN(2)- 3 4 PLATEW/ (4)- 3 4" DIA BOLTSW12X72(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)WONDER BREAD641 S STREET,NW, WASHINGTON DC1ST FLOOR FRAMING PLAN SEQ. 1 - 3R2L : ArchitectsMGVMc CulloughCONT. L4X4X 1 4W/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-8 O.C(MK'D SEE PLAN)EL.+84'-3 7 8T/O BEAMSEE PLANTYP1 4T/O BEAMSEE PLANPL 1 2X6 X 1'-1BEARING PLATE(2)- 1 2 " ANCHOR BOLT(MK'D SEE AB PLAN)TYPCE1011 4 3"@12"FE101693SECTIONREF: 4/S11, 2/S14C L3 1 4SECTION4EXISTING WALLGC TO LOCATEE.O.SNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E101N*11/13/2012NUGZUL262310CONSTRUCTIO

ICA12356711'-8 3 4 4'-1 2'-130'-026'-5 1 2GCTO LOCATEwww.seacad.com 11/13/2012 07:51:42pmNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSA2067B1W6X9EL.+( 97'-3 1 2 )A.230'-1NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSRED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)4 415'-9 1 83'-1 3'-013'-10 3 814'-7 3 416'-8 5 8GCGCGCGC1'-7 3 4 GCTO LOCATETO LOCATETO LOCATETO LOCATETO LOCATE1'-0 1'-178122'-0 5'-6 1 22OFFSET BEAMGCTO LOCATE21014P1BPL 1 4X8 1 221013P1BPL 1 4X8 1 2HE102AE102AE1021011P1BPL 1 4X8 1 21010P1BPL 1 4X8 1 21017P1BPL 1 4X8 1 2AE1022'-361014B1W12X261038B1W12X261049B1W12X261010B1W12X261049B1W12X261022B1W12X26(EXISTING BEAM)EL.+( 97'-3 5 8 )1057B1W12X26 +W6X9EL.+( 96'-9 5 8 )(EXISTING BEAM)EL.+( 97'-3 5 8 )20'-620'-0RED-W WOOD TRUSS14" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS2062B1W6X9EL.+( 97'-3 1 2 )(TYP 3 PLC'S)(EXISTING BEAM)EL.+( 96'-9 5 8 )(TYP 3 PLC'S)W12X87(EXISTING)BE102(EXISTING BEAM)EL.+( 96'-9 5 8 )(EXISTING BEAM)EL.+( 96'-9 5 8 )1034B1W24X841031B1W24X844'-1 1 42067B1W6X9EL.+( 97'-3 1 2 )4 8'-5 1 4(EXISTING BEAM)EL.+( 96'-9 5 8 )2063B1W6X9EL.+( 97'-3 1 2 )2064B1W12X26 +W6X9EL.+( 96'-9 5 8 )2063B1W6X9EL.+( 97'-3 1 2 )2'-0 1 8 17'-10 1 21E1021007C1W12X651004C1W12X652055B1W21X441002C1W12X652038B1W21X448'-9 1 4(EXISTING BEAM)EL.+( 96'-9 5 8 )2065B1W6X9EL.+( 97'-3 1 2 )2065B1W6X9EL.+( 97'-3 1 2 )(EXISTING BEAM)EL.+( 96'-9 5 8 )W12X87(EXISTING)KE102(EXISTING BEAM)EL.+( 96'-9 5 8 )NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS(EXISTING BEAM)EL.+( 96'-9 5 8 )(EXISTING BEAM)EL.+( 96'-9 5 8 )2065B1W6X9EL.+( 97'-3 1 2 )(EXISTING BEAM)EL.+( 96'-9 5 8 )(EXISTING)EL.+( 96'-9 5 8 )2066B1W6X9EL.+( 97'-3 1 2 )3210B1W6X9EL.+( 97'-3 1 2 )(EXISTING BEAM)EL.+( 96'-9 5 8 )3210B1W6X9EL.+( 97'-3 1 2 )(EXISTING BEAM)EL.+( 96'-9 5 8 )3210B1W6X9EL.+( 97'-3 1 2 )(EXISTING BEAM)EL.+( 96'-9 5 8 )(EXISTING BEAM)EL.+( 96'-9 5 8 )3208B1W6X9EL.+( 97'-3 1 2 )3002B1W16X26 +W6X9EL.+( 96'-9 5 8 )2020B1W12X26EL.+( 96'-9 5 8 )16'-9 3 8 1'-1 1 813210B1W6X9EL.+( 97'-3 1 2 )3207B1W6X9EL.+( 97'-3 1 2 )AE102SIM.12'-0 3 4INNER FACE OF WALLNOTES:1. T.O.S EL. +(97'-2 3 4) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. INDICATES MOMENT CONNECTION4. (M.O) INDICATES MASONRY OPENING5. (S) INDICATES LOPING MEMBER212'-2 1 2CE1022011C1W12X87BCOLUMN(EXISTING)2ND FLOOR FRAMING PLAN SEQ. 1 - 33'-7 5 87'-7BE1029'-32032B1W24X842030B1W24X84(EXISTING BEAM)EL.+( 96'-9 5 8 )2004C1W12X65INNER WALLDE102(EXISTING BEAM)EL.+( 96'-9 5 8 )2009C1W12X652007C1W12X873061B1W21X443047B1W21X443063B1W21X443209B1W6X9EL.+( 97'-3 1 2 )(EXISTING BEAM)EL.+( 96'-9 5 8 )3002C1HSS6X6X 5 165'-5 1 412'-3 3 43017B1W24X843010B1W24X84EE1023029B1W16X263019B1W12X267'-6 4'-9 3 411'-11INNER FACE OF WALL30'-0RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSF GE102 E1022NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS17'-8 1 4JE102NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS3011C1W12X653008C1W12X87TYP3005C1W12X653039B1W24X843037B1W24X843055B1W24X843035B1W24X84C5'-27'-73015C1W12X87( SEQ. 4 )W21X44(SEQ. 4)W21X44(SEQ. 4)W21X44( SEQ. 4 )W21X443014C1W12X87MATCH LINE( SEQ. 4 )W21X44( SEQ. 4 )W21X44( SEQ. 4 )W21X44RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.CSEE DWG E202FOR CONTINUATIONCL12'-810'-4 1 2BEAMCOLUMN(EXISTING)EXISTINGCMU WALLCLSEE PLANFE1023AE1026BEAM(MK'D SEE PLAN)HE102C LC L9SECTIONREF: 4/S11REF: 3/S14BEAM(MK'D SEE PLAN)TC-U4a (TYP T&B)(FOR FLG THK >= 3 4)T/O BEAMSEE PLANPL 1 2X6 X 1'-1BEARING PLATEW/ (2)- 3 4" ANCHOR ROD(MK'D SEE AB01)TC-U4a (TYP T&B)(FOR FLG THK < 3 4) 1 4SECTIONREF: H5/S111 41 4T&B (TYP)3013A1 (CTR'D)L3X3X 1 43013A1 (CTR'D)L3X3X 1 4SECTIONREF: 2/SK283 830°45°BEAM(MK'D SEE PLAN)COLUMN(MK'D SEE PLAN)CONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-0 O.C(MK'D SEE PLAN)CONT. WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDBEAM(MK'D SEE PLAN)1 4 " STIFF. PLATET/O BEAMSEE PLANDE102 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN FLANGET/O BEAMSEE PLANRED-W WOOD TRUSS16"-0 O.CT/O BEAMSEE PLANTYOCLSECTIONBEAM(MK'D SEE PLAN)1 4 4"@12"1 4 4"@12"(EXISTING BEAM) )2BE102BEAM(MK'D SEE PLAN)5 16 STIFF. PLATEW/ ( 2 ) - 3 4 " DIAERECTION BOLTBEAM(MK'D SEE PLAN)1 4GE102CLSECTIONJE102TYP. BOLSTER DEATILCLSECTIONC LSECTIONREF: 1/SK28T/O BEAMSEE PLANT/O EXISTINGSEE PLANT/O BEAMSEE PLANBEAM(MK'D SEE PLAN)5 16 STIFF. PLATET/O BEAMSEE PLANCONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)B-U4a (TYP T&B)(FOR FLG THK < 3 4) 1 4B-U4a (TYP T&B)(FOR FLG THK >= 3 4)BEAM(MK'D SEE PLAN)RED-W WOOD TRUSS16"-0 O.CEE1022 11/13/12 REVISED PER SK22-28 & RFI #811 10/25/12 DIMENSION REVISED0 10/23/12 ISSUED FOR CONSTRUCTIONEDCBA09/20/1208/09/1207/18/1207/16/1207/9/12ISSUED FOR RE-APPROVALREVISED PER ASI-008REVISED PER DMP-006REVISED PER ASI-005ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMER45°3 830°C LSECTIONTYO1 4 4"@12"1 4 4"@12"(EXISTING BEAM) )CONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDBEAM(MK'D SEE PLAN)WONDER BREAD641 S STREET,NW, WASHINGTON DC2ND FLOOR FRAMING PLAN SEQ. 1 - 3R2L : ArchitectsMGV33 8 PLATEW/ (3)- 3 4" DIA BOLTSRED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C1 41 42Mc CulloughC LSECTIONCOLUMN(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)CE102 REF: 17/S11TYP MOMENT CONNECTIONBEAM TO COLUMN WEB3 3 411'-1 1 82LKCK SECTIONE102C LBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)EL.+96'-9 5 8L4X3X 5 16W/ (3)- 3 4" DIA BOLTSL5X3X 5 16W/ (3)- 3 4" DIA BOLTS2NRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E102N*11/13/2012NUGZULT/O BEAMSEE PLAN262310CONSTRUCTIO

ICARED-W WOOD TRUSS14" DEPTH @ 16"-0 O.C(TYP AT BELOW)A A.2RED-W WOOD TRUSS B RED-W WOOD TRUSS C24" DEPTH @ 16"-0 O.C(TYP AT BELOW)24" DEPTH @ 16"-0 O.C(TYP AT BELOW)C L1'-920'-630'-130'-012356711'-8 3 4 4'-130'-026'-5 1 2EE103www.seacad.com 11/13/2012 07:51:52pm1003PT1HSS6X6X 5 16 (GALV.)(ABOVE)1004PT1HSS6X6X 5 16 (GALV.)(ABOVE)1006PT1HSS6X6X 5 16 (GALV.)(ABOVE)KE106A1050B1W16X40 (S)1005PT1HSS6X6X 5 16 (GALV.)(ABOVE)11'-2 1 82019PT1HSS6X6X 5 16(UP)2009PT1HSS6X6X 5 16(UP)4 43'-1 3'-0 15'-9 1 813'-10 3 8 2'-114'-7 3 416'-8 5 81'-0 1'-1271'-1 2'-021015P1PL 5 16X6 (GALV)(TYP)22OFFSET BEAM1022P1BPL 1 4X8 1 2(GALV)1021P1BPL 1 4X8 1 2(GALV)NE103@ HIBEAM2E103BE103@ LOWBEAM1020P1BPL 1 4X8 1 2(GALV)LE106A1019P1BPL 1 4X8 1 2(GALV)1018P1BPL 1 4X8 1 2(GALV)61055B1 (HI)HSS6X6X 5 16(GALV.)EL.+( 113'-11 5 8 )1053B1 (HI)HSS6X6X 5 16(GALV.) (S)1052B1 (HI)HSS6X6X 5 16(GALV.)EL.+( 113'-11 5 8 )1012B1W16X40EL.+( 108'-9 )1040B1W16X40 (S)1011B1W16X40EL.+( 108'-9 )1020B1W16X40 (S)1009B1W16X40EL.+( 108'-9 )20'-0NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSSLOPE DOWNNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS1027B1W16X40 (S) NEW RED-W WOOD TRUSS2NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS1007C1W12X651'-7 1 21002C1W12X65(DN)1035B1W24X84EL.+( 108'-0 )1032B1W27X84EL.+( 108'-0 )1E1034'-1 1 42013B1W12X26EL.+( 108'-0 )2011B1W21X44EL.+( 108'-0 )22058B1W21X44EL.+( 108'-0 )1004C1W12X65DE1032044B1W21X441008C1W12X5813'-2 5 8 5'-6 1 27'-7NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSW12X87(EXISTING)PE103FE1032002PT1HSS6X6X 5 16 (UP)2011C1W12X87 (DN)2012C1W12X65 (UP)13'-3 5 812'-0 3 4INNER WALLNOTES:1. T.O.S EL. +(109'-3 1 8) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. INDICATES MOMENT CONNECTION4. (M.O) INDICATES MASONRY OPENING5. (S) INDICATES SLOPING MEMBER12(EXISTING BEAM)16'-9 3 8 1'-1 1 823001B1W16X263009B1W12X26EE103COLUMN(EXISTING)24'-5 3 45'-5 1 4QE1033RD FLOOR FRAMING PLAN SEQ. 1 - 31- 9 16Ø2026B1W24X842025B1W24X842005C1W12X65(UP)2004C1W12X65(DN)NE1033'-2 1 22033B1W24X842040B1W24X842009C1W12X653027B1W12X262005PT1W12X65(UP)2008C1W12X65(UP)3062B1W21X44CE1032007C1W12X87(DN)3066B1W21X448HE1037'-63044B1W21X443002C1HSS6X6X 5 163012B1W24X843013B1W24X8411'-10 1 2INNER WALLRE1033030B1W16X264'-9 1 4BEAMC L (MK'D SEE PLAN)EL.+113'-11 5 81 4TYPSECTIONREF: 13/S-1522NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSME1033026B1W12X262NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSEXISTING_BEAM(SIZE SEE PLAN)33 8 PLATEW/ (3)- 3 4" DIA BOLTS1 41 43011C1W12X653010C1W12X65(UP)3009C1W12X653016C1W12X65(UP)3006C1W12X65(UP)LC3040B1W24X843021B1W24X843056B1W24X843036B1W24X842 3 3 4PE103( SEQ. 4 )W12X26( SEQ. 4 )W21X445'-2( SEQ. 4 )W21X44( SEQ. 4 )W21X443015C1W12X87(DN)( SEQ. 4 )W21X4411'-1 1 823002PT1W12X65(UP)( SEQ. 4 )W21X443014C1W12X87(DN)3005C1W12X65(DN)CL(SEQ. 4)W21X44(SEQ. 4)W21X44MATCH LINESECTIONRED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)SEE DWG E203FOR CONTINUATION1'-011'-8 3 4 1'-7 1 22'-5 1 2BEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)EXISTING WALLTC-U4a (TYP T&B)(FOR FLG THK >= 3 4)TC-U4a (TYP T&B)(FOR FLG THK < 3 4)EL.+109'-3 1 8COLUMN(EXISTING)2E103BEAM(MK'D SEE PLAN)3 830°1 445°RED-W WOOD TRUSS16"-0 O.CC LLCDETAILSEE PLANQE103POST(MK'D SEE PLAN)1 2 " PLATEW/ ( 4 ) - 3 4 " DIAA325N_TC BOLTSC LC LBEAM(MK'D SEE PLAN)1 41 4T&B (TYP)3013A1 (CTR'D)L3X3X 1 4SECTIONREF: 2/SK28BEAM(MK'D SEE PLAN)SECTION3013A1 (CTR'D)L3X3X 1 4CLBEAM(MK'D SEE PLAN)COLUMN(MK'D SEE PLAN)DE103 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN FLANGECONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDT/O BEAMSEE PLAN5 16 "CONT. PLATEW/ 1 2" DIA BOLT@2'-0 O.C1 4 "STIFF. PLATE@4'-0 O.CFE103BEAM(MK'D SEE PLAN)1 4 " STIFF. PLATET/O BEAMSEE PLAN3'-2 1 2T/O BEAMSEE PLANCONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDSECTIONREF: 6/S11T/O BEAMSEE PLAN2BE103B1 4C LCONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE6 & 1 2 " DIA THREADED ROD2'-0 O.C(MK'D SEE PLAN)5 16 STIFF. PLATEW/ ( 2 ) - 3 4 " DIAERECTION BOLTBEAM(MK'D SEE PLAN)RE103CONT. WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDBEAM(MK'D SEE PLAN)SECTIONREF: 5/S11EE10396BEAM(MK'D SEE PLAN)SECTIONREF: 4/S11RED-W WOOD TRUSS16"-0 O.CCLSECTIONREF: 1/SK28RED-W WOOD TRUSS16"-0 O.C2T/O BEAMSEE PLANBEAM(MK'D SEE PLAN)PL 1 2X6 X 1'-1BEARING PLATEW/ (2)- 3 4" ANCHOR ROD(MK'D SEE AB01)BEAM(MK'D SEE PLAN)5 16 STIFF. PLATEB-U4a (TYP T&B)(FOR FLG THK < 3 4)T/O BEAMSEE PLANB-U4a (TYP T&B)(FOR FLG THK >= 3 4)BEAM(MK'D SEE PLAN)EL.+109'-3 1 82 11/13/12 REVISED PER SK22-28 & RFI #811 10/25/12 DIMENSION REVISED0 10/23/12 ISSUED FOR CONSTRUCTIONEDCBAEL.+108'-0BEAM(MK'D SEE PLAN)09/20/1208/09/1207/18/1207/16/1207/9/12ISSUED FOR RE-APPROVALREVISED PER ASI-008REVISED PER DMP-006REVISED PER ASI-005ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMER1 445°3 830°L4X3X 5 16 (B/S)W/ (3)- 3 4" DIA A325 BOLTSWONDER BREAD641 S STREET,NW, WASHINGTON DC3RD FLOOR FRAMING PLAN SEQ. 1 - 3R2L : ArchitectsMGVME103Mc CulloughBEAM(MK'D SEE PLAN)C LSECTIONSECTIONHE103C LWT6X36HANGERSECTIONCOLUMN(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)CE103 REF: 17/S11TYP MOMENT CONNECTIONBEAM TO COLUMN WEBCONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDPOST(MK'D SEE PLAN)3 4" PLATEW/ (4)- 3 4" DIA BOLTSBEAM(MK'D SEE PLAN)1 4 "STIFF. PLATERED-W WOOD TRUSS16"-0 O.CNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E103N*11/13/2012NUGZULT/O BEAMSEE PLAN262310CONSTRUCTIO

ICAA61E107123430'-0 11'-8 3 4 4'-1(*)11'-3 1 2(*)11'-3 1 2(*)11'-3 1 2(*)(M.O)(*)(M.O)(M.O)111'-91004B1W16X26 (GALV.)EL. (+/-XXX)11003B1W16X26 (GALV.)EL. (+/-XXX)1003B1W16X26 (GALV.)EL. (+/-XXX)10 1 2AE107(20'-6)1ST FLOOR LINTEL FRAMING PLANC L(*)12E1071'-0 1'-1(*)12'-6(M.O)(*) (*)1'-2130'-112'-6(M.O)2001B1W16X26 (GALV.)EL. (+/-XXX)CE1075E1072001C1HSS6X6X 5 16PARTIAL 2ND FLOOR LINTEL FRAMING PLAN SEQ. 1 - 33E10771'-8 1'-5(*)2048B1W16X26 (GALV.)EL. (+/-XXX)AA130'-1(*) 3'-4 3 4(*)5'-11 1 4(M.O)1 1(M.O)(*)2060B1W18X40 (GALV.)EL. (+/-XXX)(*)SIM.BAE1072012A1L3- 1 2X3- 1 2X 1 4 (GALV.)EL. (+/-XXX)PARTIAL 2ND FLOOR LINTEL FRAMING PLAN SEQ. 1 - 3DE107B1EL.(+/- XXX)T/O BEAM1 4 " PLATE (GALV.)@ 1'-4" O.CLINTEL_BEAM(GALV.)(MK'D SEE PLAN)CONTINUOUS5 16 " PLATE (GALV.)18GAPTYP1 4BE101GAP(M.O)BE1071 2AE10736SECTIONREF: 2/S13CLSEE PLANSECTIONREF: 2/S13ANCHOR_ROD_ 1 2-DIA(MK'D SEE AB PLAN)1 4 " PLATE (GALV.)@ 1'-4" O.CPL 1 2X6 X LENGTHBEARING PL.(GALV.)LINTEL_BEAM (GALV.)(MK'D SEE PLAN)CONTINUOUS5 16 " PLATE (GALV.)11EXISTINGCMU COLUMN(EXISTING WALL @ SIM)4EXISTING WALLDE107L3- 1 2X3- 1 2X 1 4 (GALV.)(MK'D SEE PLAN)SECTIONEL.(+/- XXX)B/O ANGLE1AB30'-14'-1 1 2(M.O)(*)4'-1 1 2(M.O)(*)(*) (*)11'-0 1'-1(*)DE1072006A1L4X3- 1 2X 1 4 (GALV.)EL. (+/-XXX)2006A1L4X3- 1 2X 1 4 (GALV.)EL. (+/-XXX)1ERECTOR NOTE:1. " * " AND "EL. (+/- XXX)" INDICATE GC TO FIELD LOCATE4E107PARTIAL 3RD FLOOR LINTEL FRAMING PLAN SEQ. 1 - 3AC LCOLUMN(MK'D SEE PLAN)(*)14 1 2 4 1 23 1 4 PROJ.PL 3 4X8 X 1'-0BASE PLATE1EL.+84'-6 1 21 11/13/12 REVISED PER REQUEST (EMAIL OCT,10TH '12)11'-6 1 25E107DETAIL2001C1HSS6X6X 5 161'-1 1 2EMBEDCE107SECTION2~ 3 4 " EPOXY ANCHOR0 10/10/12 ISSUED FOR CONSTRUCTIONDCBA08/09/1207/18/1207/16/1207/9/12REVISED PER ASI-008REVISED PER DMP-006REVISED PER ASI-005ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NNRTISINOFWELD U.N.E70XXEMA*T UF OTUEN D EDSTE19EL21MEMBERN*CONSTRUCTIOPROJECTWONDER BREAD641 S STREET,NW, WASHINGTON DCDATE11/13/2012DRAWN BYNUGDESCRIPTIONARCHITECTENGINEERCUSTOMERLINTEL FRAMING PLAN SEQ. 1 - 3R2L : ArchitectsMGVMc CulloughCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.E107www.seacad.com 11/13/2012 07:50:30pm

ICAC D E F30'-030'-030'-0219'-6 1 210'-5 1 213'-9 3 816'-2 5 810 3 8 5'-6 3 88'-37 5 85 E.O.S12345674'-1 2'-111'-8 3 430'-026'-5 1 215'-9 1 83'-02'-10 1 84@3'-2 7 8=12'-11 5 88@3'-9=30'-07@3'-9 3 8=26'-5 1 23'-103'-103'-1 3'-5 4'-2 3'-6 1 161G.CTO LOCATEG.CTO LOCATE( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W18X50( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W30X90( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X40( SEQ. 3 )W16X401SEE DWG E101FOR CONTINUATION3003C1W12X873013C1W12X136( SEQ. 3 )W16X403013P1BPL 1 4X20 3 43038B1W30X903007C1W12X1363058B1W30X903054B1W30X903012C1W12X1363034B1W30X90MATCH LINE4045B1W16X404008B1W16X404044B1W16X405'-24005P1BPL 1 4X15 1 24044B1W16X404058B1W18X504044B1W16X404063B1W16X404063B1W16X404089B1W16X404094B1W18X504091B1W16X404091B1W16X404057B1W16X404085B1W18X504052B1W16X404052B1W16X404052B1W16X404052B1W16X404051B1W18X504052B1W16X404052B1W16X404052B1W16X404052B1W16X404016B1W16X403004C1W12X874059B1W18X504026B1W16X404104B1W16X404020B1W18X503'-11 7 16 3'-11 7 16 3'-11 7 16 3'-11 7 163'-4 3'-4 3'-4 3'-4 3'-4 3'-4 3'-4 3'-43'-43'-5 3'-10 3'-10 3'-10 3'-10 3'-2 5 8 3'-2 5 8 3'-2 5 8 3'-2 5 8 3'-2 5 8 3'-5 1 2 3'-5 1 2 3'-5 1 24014P1BPL 1 4X26 3 4TYPAE2014004P1BPL 1 4X15 1 2AE2014005A1L4X4X 1 49 7 8 7 5 84015P1BPL 1 4X26 3 4DE201AE201G.CTO LOCATE1 1G.CTO LOCATE14002C1W12X877 3'-5 5 8 3'-5 5 84011P1BPL 1 4X13 3 4KE2014039B1W30X904012P1BPL 1 4X114002P1BPL 1 4X11SIM.4036B1W30X1244013C1W12X136G.CTO LOCATE4032B1W30X904012C1W12X1367 1 24028B1W30X901E2015085B1W10X22EL.+( 82'-11 3 8 )5055B1W18X505048B1W18X505011B1W16X405005B1W16X405049B1W18X505010B1W16X405010B1W16X405010B1W16X405078B1W18X505010B1W16X405010B1W16X405010B1W16X404013P1BPL 1 4X12 5 8(CUT AS REQ'D)55005A15063B1 L4X4X 1 4W10X22EL.+( 82'-11 3 8 )5006A1L6X4X 5 164006C1W12X136AE2015001A1L4X4X 1 4GE2015064B1W10X22EL.+( 82'-11 3 8 )5002A1L4X4X 1 45046B1W16X40EL.+( 83'-1 7 8 )5045B1W16X40EL.+( 83'-1 7 8 )4016P1BPL 1 4X18 1 44003C1W12X875065B1W18X50EL.+( 83'-1 7 8 )5050B1W18X50EL.+( 83'-1 7 8 )5056B1W18X50EL.+( 83'-1 7 8 )5015B1W18X50EL.+( 83'-1 7 8 )5047B1W18X50EL.+( 83'-1 7 8 )5044B1W18X50EL.+( 83'-1 7 8 )5044B1W18X50EL.+( 83'-1 7 8 )5044B1W18X50EL.+( 83'-1 7 8 )5044B1W18X50EL.+( 83'-1 7 8 )5044B1W18X50EL.+( 83'-1 7 8 )5044B1W18X50EL.+( 83'-1 7 8 )13'-2 1 2 16'-9 1 213'-2 1 2 5 3 83'-9 3 4 3'-9 3 4 3'-9 3 4 3'-9 3 4 3'-7 13 16 3'-7 3 8 3'-11 3 87 5 8 10 7 88 3 8 7 5 85046B1W16X40EL.+( 83'-1 7 8 )5020P1BPL 1 4X26 3 45003A1L4X4X 1 4FE2015007B1W16X40G.CTO LOCATE5013A1L4X4X 1 45004A1L4X4X 1 45022B1W18X50EL.+( 83'-1 7 8 )HE201BE201NOTES:1. T.O.S EL. +(84'-3 7 8) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. (M.O) INDICATES MASONRY OPENING4. E.O.S INDICATES EDGE OF SLAB3 3 45004P1BPL 1 4X13 1 25002P1BPL 1 4X10 1 2JE2015023B1W18X50EL.+( 83'-1 7 8 )5010P1BPL 1 4X15 1 25021P1BPL 1 4X16 7 16CE2014'-4 1 2 4'-8 1 2 6'-86045B1W18X506013B1W16X406013B1W16X406013B1W16X406047B1W18X501ST FLOOR FRAMING PLAN SEQ. 4 - 613'-2 1 4 3'-2 1 4 2'-1 1 43'-83'-8AE20116'-9 1 2SIM.5008P1BPL 1 4X15 1 25012P1BPL 1 4X13 1 25012C1W12X1365011P1BPL 1 4X10 1 25035B1W30X90EL.+( 83'-1 7 8 )5004C1W12X1365032B1W30X124EL.+( 83'-1 7 8 )5011C1W12X875010C1W12X136KE2015021P1BPL 1 4X16 7 165029B1W30X905025B1W30X906049B1W18X506010P1BPL 1 4X13 1 26009P1BPL 1 4X10 1 25001C1W12X876005B1W12X226013B1W16X406013B1W16X406013B1W16X406048B1W18X50EL.+( 83'-1 7 8 )6016B1W18X50EL.+( 83'-1 7 8 )6016B1W18X50EL.+( 83'-1 7 8 )6016B1W18X50EL.+( 83'-1 7 8 )6016B1W18X50EL.+( 83'-1 7 8 )6046B1W18X50EL.+( 83'-1 7 8 )6044B1W18X50EL.+( 83'-1 7 8 )6044B1W18X50EL.+( 83'-1 7 8 )6044B1W18X50EL.+( 83'-1 7 8 )6044B1W18X50EL.+( 83'-1 7 8 )6044B1W18X50EL.+( 83'-1 7 8 )6044B1W18X50EL.+( 83'-1 7 8 )5005PT1HSS6X6X 5 16(UP)6013B1W16X406050B1W16X405002C1W12X873 7 86058B1W12X226054B1W18X506107B1W12X2215'-96006P1BPL 1 4X15 1 224'-6 3 46020P1BPL 1 4X16 7 166008P1BPL 1 4X15 1 24 3 46016A1L4X4X 1 41BE2016021B1W16X406055B1W16X40FE201AE2016021B1W16X406020P1BPL 1 4X16 7 166005P1BPL 1 4X15 1 26003A1L4X4X 1 46008A1L4X4X 1 46030B1W30X1246014C1W12X1366013C1W12X1366021P1BPL 1 4X15 3 46032B1W30X906006C1W12X136GE2016004A1L4X4X 1 46026B1W30X906023B1W30X906002C1W12X87( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W18X50( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W18X50( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W18X50( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X40( SEQ. 7 )W16X406003C1W12X87MATCH LINESEE DWG E301FOR CONTINUATION1G.CTO LOCATEG.CTO LOCATE3'-9 3'-9 3'-9 3'-9 3'-9 3'-9 3'-9 3'-9 3'-2 7 8 3'-2 7 8 3'-2 7 8 3'-2 7 8 2'-10 1 8 2'-13'-10 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 8 3'-9 3 82'-7 1 2 3'-5 3'-10 3'-10 3'-101EL.+83'-1 7 8EL.+83'-1 7 81 4 "CAP PLATEBEAM(MK'D SEE PLAN)CONT.POUR STOP4 1 2 1'-21'-6 1 2HEAVY DUTYSTYROFOAMCE201L4X4X 1 4DECK SUPPORT3" CONC. SLABKE201JE201C LPOST(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)SECTIONBEAM(MK'D SEE PLAN)T/O BEAMSEE PLAN1 2 " PLATEW/ (4)- 3 4" DIA A325 BOLTS1 4 "STIFF. PLATEC L 4 1 2" CONC. SLABEL.+84'-3 7 8SECTIONREF: 9/S11CL7 1 2SECTIONREF: 8/S11BEAM(MK'D SEE PLAN)LCCONT. POUR STOP2T/O BEAMSEE PLAN4 1 2" CONC. SLABBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)EL.+84'-3 7 8@ SIMCONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-8 O.C(MK'D SEE PLAN)CONT. 1 4" BENT PLATEW/ 3 4" DIA THREADED RODW/ VER. SLOTTED HOLE @ 2'-0 O.C(MK'D SEE PLAN)T/O BEAMSEE PLAN1'-2TYP3 16 3"@12"T/O BEAMSEE PLANBEAM(MK'D SEE PLAN)CONT. L4X4X 1 4W/ VER. SLOTTED HOLE& 3 4 " DIA THREADED ROD2'-0 O.C(MK'D SEE PLAN)TYPTYP1 4BEAM(MK'D SEE PLAN)CONTINUOUSL4X4X 1 4(MK'D SEE PLAN)1 4BEAM(MK'D SEE PLAN)TYPAE201PL 5 8X7 5 8 X 0'-10W/ 5 8" ANCHOR ROD(MK'D SEE EP01)DE201GE2011 41 42 11/13/12 REVISED PER RFA1 11/07/12 REVISED PER SITE SURVEYS0 09/26/12 ISSUED FOR CONSTRUCTIONCBACLSECTIONREF: 10/S13, S35 5 8C L08/09/1207/26/1207/26/12REVISED PER ASI-008REVISED PER DMP-008ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMER1PO Box 19289Charlotte, NC 28219WONDER BREAD641 S STREET,NW, WASHINGTON DC1ST FLOOR FRAMING PLAN SEQ. 4 - 6R2L : ArchitectsMGVSEEPLANSECTIONREF: 3/S14SECTIONREF: 4/S14Mc Cullough8" NEW CMUBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)EXISTINGCONCRETETYPT/O BEAMSEE PLANT/O BEAMSEE PLANTYP1'-2 1 4T/O BEAMSEE PLANBE2011 4 3"@12"CLBEAM(MK'D SEE PLAN)FE2011 4 3"@12"BEAM(MK'D SEE PLAN)SECTIONCONT. L4X4X 1 4W/ VER. SLOTTED HOLE& 1 2 " DIA THREADED ROD2'-8 O.C(MK'D SEE PLAN)HE201CLEL.+84'-3 7 8BEAM(MK'D SEE PLAN)C LCONTINUOUSL4X4X 1 44SECTIONSEEPLANSEE PLAN4 1 2SECTIONNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYEL.+83'-1 5 8CONTINUOUSL4X4X 1 4(MK'D SEE PLAN)TUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E201N*11/13/2012NUGZUL262310CONSTRUCTIOwww.seacad.com 11/13/2012 07:52:00pm

ICACDEFRED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)30'-0 30'-0 30'-012345673'-1 3'-0 15'-9 1 8 26'-5 1 2 30'-0 11'-8 3 4 4'-1 2'-112'-811'-2 1 10'-4 1 217'-44'-7813011C1W12X65( SEQ. 3 )W21X44( SEQ. 3 )W21X44( SEQ. 3 )W21X44( SEQ. 3 )W16X263015C1W12X873008C1W12X873014C1W12X873039B1W24X843037B1W24X843055B1W24X843035B1W24X844024B1W21X445'-24103B1W21X444100B1W21X444099B1W21X444101B1W21X444002B1W21X444102B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS10'-4 1 22'-3 1 24014C1W12X8711'-2 1 24040B1W24X84AE2024037B1W24X844033B1W24X844029B1W24X844009C1W12X655062B1W21X444007C1W12X874'-0 3 45089B1W21X445087B1W21X445058B1W21X445088B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5040B1W21X44DE2025057B1W21X444001C1W12X8713'-2 1 210 7 88 3 8NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5067B1W21X445004P1BPL 1 4X13 1 25003P1BPL 1 4X10 1 2NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSTYP16'-9 1 2BE2025016P1BPL 1 4X13 1 2CE2025033B1W24X846015P1BPL 1 4X10 1 25015P1BPL 1 4X10 1 25007C1W12X655036B1W24X845030B1W24X845026B1W24X845003C1W12X656020B1W21X445005C1W12X875014C1W12X876062B1W21X446016P1BPL 1 4X13 1 26057B1W12X229'-16060B1W21X446063B1W21X445016C1W12X8715'-94'-4 1 2 4'-8 1 26059B1W12X226065B1W12X22EE202NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS4'-6 3 4NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6'-86066B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6033B1W24X846031B1W24X846027B1W24X846024B1W24X846011C1W12X65( SEQ. 7 )W21X446012C1W12X87( SEQ. 7 )W21X446007C1W12X87( SEQ. 7 )W21X446001C1W12X8711'-2 1 2CONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDRED-W WOOD TRUSS16"-0 O.CB-U4a (TYP T&B)(FOR FLG THK < 3 4)B-U4a (TYP T&B)(FOR FLG THK >= 3 4)BEAM(MK'D SEE PLAN)1 445°3 830°BEAM(MK'D SEE PLAN)C LA SECTIONE202 REF: 6/S11CLSECTIONBEAM(MK'D SEE PLAN)RED-W WOOD TRUSS16"-0 O.CCOLUMN(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)CE202 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN WEBCLCONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDT/O BEAMSEE PLANRED-W WOOD TRUSS16"-0 O.CTC-U4a (TYP T&B)(FOR FLG THK >= 3 4) 3 8TC-U4a (TYP T&B)(FOR FLG THK < 3 4)30°1 445°TYPT/O BEAMSEE PLANBEAM(MK'D SEE PLAN)3 16 3"@12"BEAM(MK'D SEE PLAN)CONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 3 4 " DIA THREADED ROD2'-0 O.C(MK'D SEE PLAN)BE202C LC LSEEPLANSECTIONREF: S4SECTIONBEAM(MK'D SEE PLAN)BACKING BAR(TYP)COLUMN(MK'D SEE PLAN)DE202 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN FLANGET/O BEAMSEE PLANSEE DWG E102FOR CONTINUATION3005C1W12X65MATCH LINE1E2024004C1W12X652ND FLOOR FRAMING PLAN SEQ. 4 - 6NOTES:1. T.O.S EL. +(97'-2 3 4) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. INDICATES MOMENT CONNECTION4. (M.O) INDICATES MASONRY OPENING5. (S) INDICATES SLOPING MEMBER5009C1W12X656004C1W12X65MATCH LINESEE DWG E302FOR CONTINUATIONEE202SECTION1 11/13/12 REVISED PER DESIGN CHANGES0 09/26/12 ISSUED FOR CONSTRUCTIONBA08/09/1207/26/12REVISED PER ASI-008ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NNRTISINOFWELD U.N.E70XXEMA*T UF OTUEN D EDSTE19EL21MEMBERN*CONSTRUCTIOPROJECTWONDER BREAD641 S STREET,NW, WASHINGTON DCDATE11/13/2012DRAWN BYNUGDESCRIPTIONARCHITECTENGINEERCUSTOMER2ND FLOOR FRAMING PLAN SEQ. 4 - 6R2L : ArchitectsMGVMc CulloughCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.E202www.seacad.com 11/13/2012 07:50:35pm

ICAC D E F12345673'-1 3'-0 15'-9 1 8 26'-5 1 2 30'-0 11'-8 3 4 4'-1 2'-111'-2 1 810'-4 1 212'-817'-41'-7 1 23011C1W12X65( SEQ. 3 )W12X26( SEQ. 3 )W21X443010C1W12X65( SEQ. 3 )W21X443009C1W12X65( SEQ. 3 )W21X44( SEQ. 3 )W16X263040B1W24X843021B1W24X843056B1W24X843036B1W24X844025B1W12X263002PT1W12X654046B1W21X445'-24116B1W21X444114B1W21X444113B1W21X444050B1W21X443016C1W12X654060B1W21X444115B1W21X4430'-0RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS4007C1W12X87(DN)1'-8 1 22'-3 1 2 10'-4 1 24014C1W12X87(DN)CE2034001C1W12X87(DN)4041B1W24X8412'-512CONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDBEAM(MK'D SEE PLAN)4038B1W24X844034B1W24X844030B1W24X844009C1W12X655051B1W12X264003PT1W12X65(UP)5038B1W21X444008C1W12X65(UP)4'-0 3 4AE2035004B1W21X445052B1W21X444005C1W12X65(UP)5086B1W21X445059B1W21X444011C1W12X65(UP)5051B1W12X265054B1W21X445091B1W21X4413'-2 1 2FE203NEW RED-W WOOD TRUSS10 7 88 3 830'-0RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5070B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5014P15004P1BPL 1 4X13 1 BPL 1 4X13 1 225015C1W12X65 (UP)16'-9 1 25003P1BPL 1 4X10 1 2BE2033'-05005C1W12X87(DN)TYP5007C1W12X65(DN)5016C1W12X87(DN)5037B1W24X845034B1W24X846013P1BPL 1 4X10 1 25013P1BPL 1 4X10 1 25031B1W24X845027B1W24X84DE2035003C1W12X656014B1W12X265004PT1W12X65(UP)6070B1W21X445008C1W12X65(UP)4'-4 1 25014C1W12X87 (DN)6014P1BPL 1 4X13 1 26053B1W21X443 1 26069B1W12X226037B1W21X445006C1W12X65 (UP)6035B1W21X445013C1W12X65(UP)5003PT1W12X65(UP)6014B1W12X264'-8 1 215'-96104B1W12X224'-6 3 46103B1W12X226 1 46108B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS2'-06'-830'-0RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6010C1W12X65(UP)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6001C1W12X87(DN)6034B1W24X846042B1W24X846041B1W24X846025B1W24X846011C1W12X65( SEQ. 7 )W12X266003PT1W12X65(UP)( SEQ. 7 )W21X446012C1W12X87(DN)( SEQ. 7 )W21X446009C1W12X65(UP)6007C1W12X87(DN)( SEQ. 7 )W21X446008C1W12X65(UP)( SEQ. 7 )W12X261'-8 1 217'-0 5 815'-3 11'-2 1 230'-013'-4 1 4C LB-U4a (TYP T&B)(FOR FLG THK < 3 4)RED-W WOOD TRUSS16"-0 O.CBEAM(MK'D SEE PLAN)1 445°B-U4a (TYP T&B)(FOR FLG THK >= 3 4) 3 830°3 1 4 PROJ.1'-1 1 2EMBEDEE203C LA SECTIONE203 REF: 6/S11CLC LSECTIONRED-W WOOD TRUSS16"-0 O.CCOLUMN(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)C SECTIONE203 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN WEBPOST(MK'D SEE PLAN)3 4 " BASE PLATEEL.+113'-3 5 8(2)- 3 4 " EPOXY ANCHORT/O BEAMSEE PLANTC-U4a (TYP T&B)(FOR FLG THK < 3 4)POST(MK'D SEE PLAN)TYPTC-U4a (TYP T&B)(FOR FLG THK >= 3 4) 3 830°1 445°2E203C L4 1 2 4 1 23 16 3"@12"T/O BEAMSEE PLANBEAM(MK'D SEE PLAN)CONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 3 4 " DIA THREADED ROD2'-0 O.C(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)DETAILBE203C LC L5 1 2SEEPLANSECTIONREF: S5D SECTIONE203 REF: 16/S11INTERIOR FACEOF EXISTING WALL11'-1BEAM(MK'D SEE PLAN)BACKING BAR(TYP)COLUMN(MK'D SEE PLAN)TYP MOMENT CONNECTIONBEAM TO COLUMN FLANGET/O BEAMSEE PLAN3006C1W12X65SEE DWG E103FOR CONTINUATIONMATCH LINE1E2034004C1W12X65(DN)4010C1W12X65(UP)3RD FLOOR FRAMING PLAN SEQ. 4 - 6NOTES:1. T.O.S EL. +(109'-3 1 8) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. INDICATES MOMENT CONNECTION4. (M.O) INDICATES MASONRY OPENING5. (SS) INDICATES STAINLESS STEEL5009C1W12X652E2036'-6EE2036001PT1HSS6X6X 5 1623'-66005C1W12X65(UP)6004C1W12X65(DN)MATCH LINESEE DWG E303FOR CONTINUATION2'-7 1 2CLCONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDBEAM(MK'D SEE PLAN)RED-W WOOD TRUSS16"-0 O.C1 11/13/12 DIMENSIONS REVISED0 09/26/12 ISSUED FOR CONSTRUCTIONBA08/09/1207/26/12REVISED PER ASI-008ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NNRTISINOFWELD U.N.E70XXEMA*T UF OTUEN D EDSTE19EL21MEMBERN*CONSTRUCTIOFE203SECTIONPROJECTWONDER BREAD641 S STREET,NW, WASHINGTON DCDATE11/13/2012DRAWN BYNUGDESCRIPTIONARCHITECTENGINEERCUSTOMER3RD FLOOR FRAMING PLAN SEQ. 4 - 6R2L : ArchitectsMGVMc CulloughCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.E203www.seacad.com 11/13/2012 07:50:43pm

ICA12345674'-111'-8 3 430'-026'-5 1 215'-9 1 83'-0BEAM(MK'D SEE PLAN)EL.+124'-11 5 8EL.+124'-2 1 817'-412'-816'-1 10'-4 1 21 4 "STIFF. PLATE@ 4'-0 O.C1'-3 1 21'-3 1 27'-6 7'-6 7'-67'-6C LHE204( SEQ. 3 )W21X443002PT1W12X65( SEQ. 3 )W21X553010C1W12X65( SEQ. 3 )W21X443009C1W12X65( SEQ. 3 )W24X84SEE DWG E104FOR CONTINUATIONSECTION3016C1W12X65( SEQ. 3 )W12X263060B1W16X503059B1W16X503057B1W24X843053B1W24X84MATCH LINEwww.seacad.com 11/13/2012 07:50:54pmC D E F4047B1W21X445'-24105B1W16X264048B1W21X443001PT1W12X654019B1W21X554009B1W12X26( SEQ. 3 )W12X6514'-0RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSS4049B1W21X55NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS4107B1W16X26 (S)CONT. WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDCONTINUOUSPL 5 16X64007B1W21X44EL.+( 122'-3 5 8 )RED-W WOOD TRUSS16"-0 O.CNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSSLOPE DOWN@HI BEAM4106B1W16X26EL.+( 128'-7 5 8 )4013B1 (HI)W16X50EL.+( 130'-4 7 16 )4014PT1HSS6X6X 5 16(UP)4108B1W21X4416'-62'-0T/O BEAMSEE PLAN4017B1 (HI)W16X50EL.+( 130'-4 7 16 )4001PT1HSS6X6X 5 164015B1 (LOW)W16X50EL.+( 124'-11 5 8 )4014B1 (LOW)W16X50EL.+( 124'-11 5 8 )NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSQE204BEAM(MK'D SEE PLAN)30'-04'-0RE2044002PT1HSS6X6X 5 16(UP)4009PT1HSS6X6X 5 16(UP)4112B1W16X26EL.+( 123'-7 5 16 )PE2044111B1W16X26EL.+( 123'-7 5 16 )4111B1W16X26EL.+( 123'-7 5 16 )4007PT1HSS6X6X 5 16(UP)4018B1W12X26JE204RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)EE204NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS4004PT1W12X65 (UP)5001B1W12X26EL.+( 122'-3 5 8 )13'-61E2044003PT1W12X65NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS4013PT1HSS6X6X 5 16(UP)4008C1W12X654008PT1HSS6X6X 5 16(UP)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS4008PT1HSS6X6X 5 16(UP)NEW RED-W WOOD TRUSS4008PT1HSS6X6X 5 16(UP)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSCL16'-0 4'-0 2'-6SECTIONLE2044005C1W12X65CE204AE2044056B1W16X504055B1W16X504054B1W24X844053B1W24X845073B1W16X50EL.+( 123'-7 7 8 )4010PT1HSS6X6X 5 16(UP)4005PT1HSS6X6X 5 16(UP)4005PT1HSS6X6X 5 16(UP)4005PT1HSS6X6X 5 16(UP)5072B1W16X50EL.+( 123'-7 7 8 )5066B1W21X445060B1W21X444011C1W12X655013B1W21X624010C1W12X655003B1 (LOW)W16X50EL.+( 123'-7 7 8 )13'-2 1 214'-05002B1 (LOW)W16X50EL.+( 123'-7 7 8 )5053B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNOTES:1. T.O.S EL. +(122'-3 5 8) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. INDICATES MOMENT CONNECTION4. (M.O) INDICATES MASONRY OPENING5. (S) INDICATES SLOPING MEMBER8 3 85041B1W21X44EL.+( 122'-3 5 8 )5021B1W21X5510 7 85008B1W21X445 3 8NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSQE20430'-023'-6NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5002PT1W12X655071B1W12X26@ BASE PL.6008B1 (LOW)W24X84EL.+( 124'-11 5 8 )4TH FLOOR FRAMING PLAN SEQ. 4 - 6POST(MK'D SEE PLAN)5075B1 (HI)W16X26EL.+( 124'-11 5 8 )3 4 " PLATEW/ (4)- 3 4" DIA A325 BOLTS3 8 "STIFF. PLATEGE204ME2045006PT1HSS6X6X 5 16(UP)5074B1 (HI)W16X26EL.+( 124'-11 5 8 )BEAM(MK'D SEE PLAN)KE204NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSSLOPE DOWN@HI BEAMNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5004P1BPL 1 4X13 1 25003P1BPL 1 4X10 1 25001PT1HSS6X6X 5 16CL1 4 GAPRED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)8'-4SE204EE20416'-0BE204BEAM(MK'D SEE PLAN)SECTION5004PT1W12X655015C1W12X655017P1BPL 1 4X13 1 25006C1W12X655013C1W12X6511 1 25043B1W16X50EL.+( 129'-7 )5008C1W12X655069B1W16X50EL.+( 129'-7 )6017P1BPL 1 4X10 1 25018P1BPL 1 4X10 1 25042B1W24X845028B1W24X84T/O BEAMSEE PLAN3 8 " PLATE (B/S)W/ 3 4" DIA BOLTS(4)- 3 4" DIA A325 BOLTSBEAM(MK'D SEE PLAN)3 8 "STIFF. PLATE4'-06073B1 (HI)W16X50EL.+( 130'-4 7 16 )6072B1 (HI)W16X50EL.+( 130'-4 7 16 )6018P1BPL 1 4X13 1 24'-4 1 26061B1W21X443 1 2DE2045003PT1W12X656015B1W21X556'-66074B1 (LOW)W16X50EL.+( 124'-11 5 8 )6004PT1HSS6X6X 5 16(UP)6104B1W12X226006B1W12X226036B1W21X446009B1W12X266007PT1HSS6X6X 5 16(UP)6039B1W21X44EL.+( 122'-3 5 8 )6067B1W24X846006PT1HSS6X6X 5 16(UP)HE204PE2046017B1 (LOW)W21X444'-8 1 26080B1W24X84@LOW BEAM6010PT1HSS6X6X 5 16(UP)6005PT1HSS6X6X 5 16(UP)4'-6 3 415'-9JE2041 2 "CAP PLATETYP1 46106B1W12X22( SEQ. 7 )W12X266'-8NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6002PT1W12X65 (UP)6001PT1HSS6X6X 5 1620'-0RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6105B1W21X446 1 4EE204NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSPOST(MK'D SEE PLAN)LE20430'-0NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSC L2'-4 5 16SECTIONREF: 14/S1423'-66004B1W16X50EL.+( 123'-7 7 8 )6082B1W16X50EL.+( 123'-7 7 8 )6081B1W16X50EL.+( 123'-7 7 8 )6003B1W16X50EL.+( 123'-7 7 8 )GE204SIMNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSEL.+125'-11 5 8EL.+123'-7 5 162'-66085B1 (HI)W16X26EL.+( 124'-11 5 8 )KE2046022B1 (HI)W16X26EL.+( 124'-11 5 8 )BEAM(MK'D SEE PLAN)EL.+122'-3 5 8(4) - 3 4Øx2" A325N_TCBEAM(MK'D SEE PLAN)3'-66084B1 (LOW)W16X50EL.+( 123'-7 7 8 )6038B1 (LOW)W16X50EL.+( 123'-7 7 8 )6005C1W12X656028B1W24X846040B1W24X846043B1W16X50EL.+( 123'-7 5 8 )6056B1W24X84EL.+( 123'-7 5 8 )( SEQ. 7 )W21X446003PT1W12X65( SEQ. 7 )W21X446010C1W12X656008PT1HSS6X6X 5 16(UP)( SEQ. 7 )W21X44NE2046009PT1HSS6X6X 5 16(UP)( SEQ. 7 )HSS6X6X 5 16( SEQ. 7 )HSS6X6X 5 166009C1W12X65MATCH LINE( SEQ. 7 )W21X44( SEQ. 7 )W21X446008C1W12X65( SEQ. 7 )W21X551 4 "CAP PLATE2'-0SEE DWG E304FOR CONTINUATIONBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)(4) - 3 4Øx2" A325N_TC1 4 "STIFF. PLATEME2048'-02E204C L1'-3 1 211'-8 3 411'-5 1 4 13'-6 3 45'-015'-3 11'-2 1 215'-9 1 85'-01TC-U4a (TYP T&B)(FOR FLG THK >= 3 4)TC-U4a (TYP T&B)(FOR FLG THK < 3 4)POST(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)SECTION3 830°BEAM(MK'D SEE PLAN)1 2 " PLATEW/ (4)- 3 4" DIA A325 BOLTSBEAM(MK'D SEE PLAN)T/O BEAMSEE PLANT/O BEAMSEE PLAN1 445°412E204TYPT/O BEAMSEE PLANBEAM(MK'D SEE PLAN)5'-0 11'-5 1 4C LE6010PT1HSS6X6X 5 16(GALV.)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)COLUMN(MK'D SEE PLAN)DE204 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN FLANGE14'-0 8'-0 3 4 11'-5 1 4 6'-66087B1W12X26 (GALV.)6005PT1HSS6X6X 5 16(GALV.)SECTION6001VB1L4X4X 5 16 (GALV.)6019B1W12X26 (GALV.)6111B1W12X26 (GALV.)NOTES:11. T.O.S EL. +(128'-11 5 8) U.N.O2. ALL MEMBERS SHALL BE GALVANIZED1B-U4a (TYP T&B)(FOR FLG THK < 3 4)B-U4a (TYP T&B)(FOR FLG THK >= 3 4)T/O BEAMSEE PLAN6007B1W12X26 (GALV.)BEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)CL1 445°3 830°SEE PLANE SECTIONE204 REF: 5/S12WT6X36HANGERCLPE204C L1 4 "STIFF. PLATE@ 6'-0 O.CSEE DWG 2/E304FOR CONTINUATIONCOOLING TOWER FRAMING PLAN SEQ. 4 - 61 4 3"@12"BEAM(MK'D SEE PLAN)6001VB1L4X4X 5 16(GALV.)CONT. 1 4 BENT PLATEW/ VER. SLOTTED HOLE& 3 4 " DIA THREADED ROD2'-0 O.C(MK'D SEE PLAN)BE2046001VB1L4X4X 5 16(GALV.)SE204C LCLBEAM(MK'D SEE PLAN)1 4 "STIFF. PLATESEEPLANSECTIONREF: 3/S14BEAM(MK'D SEE PLAN)HSS6X6X 5 16FE204FE204BEAM(MK'D SEE PLAN)SECTIONNE2046001VB1L4X4X 5 16 (GALV.)6007B1W12X26 (GALV.)CONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDC LSECTIONEL.+123'-7 5 8BEAM(MK'D SEE PLAN)1 4 "PLATERED-W WOOD TRUSS16"-0 O.CEL.+122'-3 5 8( SEQ. 7 )L4X4X 5 16( SEQ. 7 )L4X4X 5 16( SEQ. 7 )L4X4X 5 16(SEQ. 7)W12X26FMATCH LINE( SEQ. 7 )W12X26( SEQ. 7 )HSS6X6X 5 16( SEQ. 7 )L4X4X 5 16( SEQ. 7 )W12X26( SEQ. 7 )HSS6X6X 5 16BEAM(MK'D SEE PLAN)EL.+124'-11 5 8CONTINUOUSPL 5 16X61 4 "STIFF. PLATEBEAM(MK'D SEE PLAN)SECTIONSECTIONCONTINUOUSL6X4X 5 16 (LLH)COLUMN(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)CE204 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN WEBPOST (GALV.)(MK'D SEE PLAN)T/O BEAMSEE PLANCL12FE2041 4 " CAP PLATEBEAM (GALV.)(MK'D SEE PLAN)121 11/13/12 REVISED PER QUERY #330 09/26/12 ISSUED FOR CONSTRUCTIONCBA08/09/1207/26/1207/26/12REVISED PER ASI-008REVISED PER DMP-009ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERCONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGERED3 8 "GUSSET PLATEBEAM(MK'D SEE PLAN)RED-W WOOD TRUSS16"-0 O.CWONDER BREAD641 S STREET,NW, WASHINGTON DC4TH FLOOR FRAMING PLAN SEQ. 4 - 6R2L : ArchitectsMGVT/O BEAMSEE PLAN3 8" GUSSETPLATE1 2 " PLATEW/ (4)- 3 4" DIA A325 BOLTSSECTIONV-BRACE (GALV.)(MK'D SEE PLAN)Mc CulloughCLA SECTIONE204 REF: 6/S11T/O BEAMSEE PLANBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)3 8 "STIFF. PLATE3 1 4 PROJ.1'-1 1 2EMBEDCOLUMN(SIZE & MK'D SEE PLAN)GE204QE204C LRE204BEAM(MK'D SEE PLAN)RED-W WOOD TRUSS16"-0 O.CSECTIONSECTIONSEE PLAN1212L4X4X 5 16SECTIONSK10T/O HI BEAMSEE PLANT/O LOW BEAMSEE PLAN(4)- 3 4" DIA A325 BOLTSBEAM(MK'D SEE PLAN)3 4 "BASE PLATEEL.+120'-7 3 16(2)- 3 4 " ANCHOR BOLT(MK'D SEE AB PLAN)NRTISINOFWELD U.N.E70XXDATEMETAL STUDCONNECTION(BY SUPPLIER)CONT. 2-(12"-12) GA(BY SUPPLIER)EMAJOB NO.*T UF ODRAWN BYCHKD. BYMETAL STUDWALLTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E204N*11/13/2012NUGZUL262310CONSTRUCTIO

ICAC D E F30'-030'-030'-014'-0 4'-0 12'-04'-0EL.+109'-3 1 83RD FLOORTOSC30'-0NEW RED-W WOOD TRUSSD30'-0NEW RED-W WOOD TRUSSE30'-0NEW RED-W WOOD TRUSSFNEW RED-W WOOD TRUSSEL.+127'-7 7 16EL.+122'-3 5 84TH FLOORTOSEL.+109'-3 1 83RD FLOORTOS( SEQ. 3 )W21X55( SEQ. 3 )W21X44NEW RED-W WOOD TRUSS3010C1W12X651'-5 1 4SPLICE JOINTEL.+124'-11 5 84009PT1HSS6X6X 5 16W21X55(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)3'-8EL.+130'-4 7 16EL.+125'-11 5 814010PT1HSS6X6X 5 164013PT1HSS6X6X 5 161'-5 1 4SPLICE JOINT4008C1W12X65EL.+125'-11 5 8EL.+123'-7 7 83'-8EL.+124'-11 5 8W21X55(MK'D SEE PLAN)4'-02'-6W21X44(MK'D SEE PLAN)NEW RED-W WOOD TRUSS5006PT1HSS6X6X 5 161'-5 1 4EL.+129'-7SPLICE JOINT5008C1W12X65EL.+130'-4 7 166006PT1HSS6X6X 5 16EL.+124'-11 5 8NEW RED-W WOOD TRUSSW24X84(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)1EL.+124'-11 5 86008PT1HSS6X6X 5 16EL.+123'-7 7 86010C1W12X65EL.+123'-7 5 81'-5 1 4( SEQ. 7 )W21X44SPLICE JOINT( SEQ. 7 )W21X44EL.+97'-2 3 42ND FLOORTOSEL.+84'-3 7 81ST FLOORTOS( SEQ. 3 )W16X403011C1W12X651'-4 1 2SPLICE JOINTNEW RED-W WOOD TRUSSW16X40(MK'D SEE PLAN)EL.+82'-11 3 84009C1W12X652'-9SPLICE JOINTEL.+83'-1 7 8NEW RED-W WOOD TRUSSW18X50(MK'D SEE PLAN)5003C1W12X652'-6 1 2SPLICE JOINTW18X50(MK'D SEE PLAN)NEW RED-W WOOD TRUSS1'-26011C1W12X65NEW RED-W WOOD TRUSS1'-4 1 2SPLICE JOINT( SEQ. 7 )W16X40EL.+97'-2 3 42ND FLOORTOSEL.+84'-3 7 81ST FLOORTOS( SEQ. 3 )W21X44( SEQ. 3 )W18X503015C1W12X871'-4 1 2SPLICE JOINTW21X44(MK'D SEE PLAN)W18X50(MK'D SEE PLAN)EL.+83'-1 7 84007C1W12X87W21X44(MK'D SEE PLAN)2'-6 1 2SPLICE JOINTW18X50(MK'D SEE PLAN)2'-6 1 2SPLICE JOINT5005C1W12X87W21X44(MK'D SEE PLAN)W18X50(MK'D SEE PLAN)1'-26012C1W12X871'-4 1 2( SEQ. 7 )W21X44SPLICE JOINT( SEQ. 7 )W18X50EL.+84'-3 7 8EL.+70'-11 1 4B/O BASE PL.3003C1W12X874002C1W12X875001C1W12X876002C1W12X87EL.+70'-11 1 4B/O BASE PL.3007C1W12X1364006C1W12X1365004C1W12X1366006C1W12X1361E206FRAMING ELEVATION AT GRID 1 SEQ. 4 - 62E206FRAMING ELEVATION AT GRID 3 SEQ. 4 - 66'-0C D E F30'-030'-030'-014'-0 16'-0 13'-2 1 2 16'-9 1 24'-0 26'-04'-0C30'-0D30'-0E30'-0FEL.+143'-7 3 16EL.+143'-5 1 1614'-0 16'-04'-0 2'-623'-64'-020'-0 2'-6 3'-6EL.+135'-6 3 8( SEQ. 3 )W21X44(SEQ. 3)HSS6X6X 5 16EL.+136'-10 5 85'-2W21X44(MK'D SEE PLAN)8'-10EL.+138'-2 3 8EL.+140'-10 3 16W21X44(MK'D SEE PLAN)5007PT1HSS6X6X 5 16W21X44(MK'D SEE PLAN)EL.+136'-10 5 8( SEQ. 7 )W21X44EL.+122'-3 5 84TH FLOORTOSEL.+127'-7 7 16EL.+130'-4 7 164002PT1HSS6X6X 5 161EL.+123'-7 7 8EL.+124'-11 5 8EL.+129'-7EL.+130'-4 7 166007PT1HSS6X6X 5 161EL.+124'-11 5 8EL.+123'-7 7 8EL.+123'-7 5 8EL.+127'-7 7 16EL.+128'-7 5 8EL.+130'-4 7 16EL.+123'-7 7 81EL.+129'-7EL.+130'-4 7 161W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)EL.+122'-3 5 84TH FLOORTOS4014PT1HSS6X6X 5 164007PT1HSS6X6X 5 16EL.+124'-11 5 86004PT1HSS6X6X 5 16EL.+124'-11 5 8EL.+123'-7 7 8( SEQ. 7 )W21X44EL.+109'-3 1 83RD FLOORTOSEL.+109'-3 1 83RD FLOORTOS( SEQ. 3 )W21X44( SEQ. 3 )W21X441'-5 1 4SPLICE JOINT3009C1W12X65W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)1'-5 1 4SPLICE JOINT4005C1W12X65W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)1'-5 1 4SPLICE JOINT5015C1W12X65W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)1'-5 1 4SPLICE JOINT6009C1W12X65( SEQ. 7 )W21X44( SEQ. 7 )W21X444E206FRAMING ELEVATION AT GRID 2 SEQ. 4 - 6EL.+97'-2 3 42ND FLOORTOS( SEQ. 3 )W21X44W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)( SEQ. 7 )W21X441 11/13/12 ELEVATION REVISED0 09/26/12 ISSUED FOR CONSTRUCTIONEL.+84'-3 7 81ST FLOORTOSEL.+70'-11 1 4B/O BASE PL.( SEQ. 3 )W30X901'-4 1 2SPLICE JOINT3008C1W12X873013C1W12X136W18X50(MK'D SEE PLAN)1'-4 1 2SPLICE JOINT3E2064014C1W12X874013C1W12X136W18X50(MK'D SEE PLAN)W18X50(MK'D SEE PLAN)FRAMING ELEVATION AT GRID 4 SEQ. 4 - 61'-4 1 2SPLICE JOINT5014C1W12X875012C1W12X1361'-4 1 2SPLICE JOINT6007C1W12X876014C1W12X136( SEQ. 7 )W18X50(FOR W12X87UPPER COL SIZE)B-U4aB-U4a(FOR OTHER W12'SUPPER COL SIZE)1 43 845°30°C9X15UPPERCOLUMN(MK'D SEE PLAN)C9X15LOWERCOLUMN(MK'D SEE PLAN)TYPICAL COLUMN SPLICE CONNECTIONNOTE:- WELD FLANGE FIRST, REMOVE CHANNELTHEN WELD WEB COLUMN.A07/26/12ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DCFRAMING ELEVATION SEQ. 4 - 6R2L : ArchitectsMGVMc CulloughNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E206N*11/13/2012NUGZUL262310CONSTRUCTIOwww.seacad.com 11/13/2012 07:51:04pm

ICACDEFEL.+143'-7 3 16EL.+135'-6 3 8HIGH ROOFTOS(SEQ. 3)HSS6X6X 5 166'-030'-016'-6EL.+136'-10 5 8 EL.+136'-10 5 8WOOD_JOIST13'-61EL.+140'-10 3 16EL.+138'-2 3 814'-0WOOD_JOISTEL.+136'-10 5 830'-05008PT1HSS6X6X 5 1616'-0EL.+143'-7 3 16WOOD_JOIST6'-64'-0 2'-6EL.+136'-10 5 8EL.+138'-2 3 830'-0W21X55(MK'D SEE PLAN)23'-6122 7 164'-0EL.+142'-9 3 4EL.+143'-7 3 167011PT1HSS6X6X 5 16C D E F30'-030'-030'-0( SEQ. 3 )W21X55W21X55(MK'D SEE PLAN)2'-64006PT1HSS6X6X 5 16W21X55(MK'D SEE PLAN)W16X50(MK'D SEE PLAN)6011PT1HSS6X6X 5 16( SEQ. 7 )W21X55EL.+122'-3 5 84TH FLOORTOS( SEQ. 3 )W24X84W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)( SEQ. 7 )W21X44EL.+122'-3 5 84TH FLOORTOSEL.+109'-3 1 83RD FLOORTOS( SEQ. 3 )W21X443016C1W12X651'-5 1 4SPLICE JOINTW21X44(MK'D SEE PLAN)1'-5 1 4SPLICE JOINT4011C1W12X65W21X44(MK'D SEE PLAN)1'-5 1 4SPLICE JOINT5013C1W12X65W21X44(MK'D SEE PLAN)1'-5 1 4SPLICE JOINT6008C1W12X65( SEQ. 7 )W21X44EL.+109'-3 1 83RD FLOORTOS1'-5 1 4SPLICE JOINT3006C1W12X65NEW RED-W WOOD TRUSS1'-5 1 4SPLICE JOINT4010C1W12X65NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS6005C1W12X651'-5 1 4SPLICE JOINTEL.+97'-2 3 42ND FLOORTOS( SEQ. 3 )W21X44W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)( SEQ. 7 )W21X44EL.+97'-2 3 42ND FLOORTOSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSEL.+84'-3 7 81ST FLOORTOS( SEQ. 3 )W30X903014C1W12X871'-4 1 2SPLICE JOINTW18X50(MK'D SEE PLAN)1'-4 1 2SPLICE JOINT4001C1W12X87W18X50(MK'D SEE PLAN)1'-4 1 2SPLICE JOINT5016C1W12X87W18X50(MK'D SEE PLAN)1'-4 1 2SPLICE JOINT6001C1W12X87( SEQ. 7 )W18X50EL.+84'-3 7 81ST FLOORTOS1'-4 1 2SPLICE JOINT3005C1W12X65W16X40(MK'D SEE PLAN)1'-4 1 2SPLICE JOINT4004C1W12X65W16X40(MK'D SEE PLAN)EL.+83'-1 7 85009C1W12X651'-4 1 2SPLICE JOINTW16X40(MK'D SEE PLAN)6004C1W12X651'-4 1 2SPLICE JOINTEL.+70'-11 1 4B/O BASE PL.3012C1W12X1364012C1W12X1365010C1W12X1366013C1W12X136EL.+70'-11 1 4B/O BASE PL.3004C1W12X874003C1W12X875002C1W12X876003C1W12X871E207FRAMING ELEVATION AT GRID 5 SEQ. 4 - 63E207FRAMING ELEVATION AT GRID 7 SEQ. 4 - 6CDEF30'-030'-030'-06'-016'-613'-614'-016'-06'-623'-61EL.+143'-7 3 16EL.+138'-2 3 8EL.+135'-6 3 8HIGH ROOFTOS( SEQ. 3 )W16X26(SEQ. 3)HSS6X6X 5 161EL.+136'-10 5 8EL.+138'-2 3 8EL.+136'-10 5 8EL.+140'-10 3 16WOOD_JOIST1W21X44(MK'D SEE PLAN)EL.+136'-10 5 8EL.+143'-7 3 16EL.+136'-10 5 8EL.+136'-10 5 8EL.+138'-2 3 8WOOD_JOISTEL.+142'-9 3 4( SEQ. 7 )HSS6X6X 5 16EL.+143'-7 3 161EL.+138'-2 3 8( SEQ. 3 )W21X44W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)W21X44(MK'D SEE PLAN)( SEQ. 7 )W21X44( SEQ. 7 )W21X44EL.+122'-3 5 84TH FLOORTOS( SEQ. 3 )W12X26(SEQ. 3)W12X65W21X55(MK'D SEE PLAN)4004PT1W12X65W21X62(MK'D SEE PLAN)5002PT1W12X656002PT1W12X65W21X55(MK'D SEE PLAN)(SEQ. 7)W12X65( SEQ. 7 )W21X551 11/13/12 ELEVATION REVISED0 09/26/12 ISSUED FOR CONSTRUCTIONEL.+109'-3 1 83RD FLOORTOSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSW12X26(MK'D SEE PLAN)5003PT1W12X65W12X26(MK'D SEE PLAN)( SEQ. 7 )W12X26(FOR W12X87UPPER COL SIZE)B-U4aB-U4a(FOR OTHER W12'SUPPER COL SIZE)1 43 845°30°C9X15UPPERCOLUMN(MK'D SEE PLAN)C9X15LOWERCOLUMN(MK'D SEE PLAN)A07/26/12ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTWONDER BREAD641 S STREET,NW, WASHINGTON DCNRTISINOFWELD U.N.E70XXDATEEMA*T UF ODRAWN BYTUEN D EDSTE19EL21MEMBERN*11/13/2012NUGCONSTRUCTIO2E207FRAMING ELEVATION AT GRID 6 SEQ. 4 - 6TYPICAL COLUMN SPLICE CONNECTIONNOTE:- WELD FLANGE FIRST, REMOVE CHANNELTHEN WELD WEB COLUMN.DESCRIPTIONARCHITECTENGINEERCUSTOMERFRAMING ELEVATION SEQ. 4 - 6R2L : ArchitectsMGVMc CulloughCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.E207www.seacad.com 11/13/2012 07:51:11pm

ICA11'-0 1'-1(*)D(*) 14'-3(*)18'-4(M.O)5090B1W16X26 (GALV.)EL. (+/-XXX)30'-01 6110B1W18X40 (GALV.) 1EL. (+/-XXX)E(M.O)30'-0AE208(*)SIM.FEL.(+/- XXX)T/O LINTEL1 4" PLATE (GALV.)@1'-4" O.C1CONTINUOUS5 16" PLATE (GALV.)LINTEL_BEAM(MK'D SEE PLAN)163BE101GAP 1 2 6PL 1 2X6 X LENGTHBEARING PL.(GALV.)18GAPTYP1 4SEE PLANCONTINUOUS5 16 " PLATE (GALV.)1 4 " PLATE@ 1'-4" O.C (GALV.)LINTEL_BEAM (GALV.)(MK'D SEE PLAN)111E2082ND FLOOR LINTEL FRAMING PLAN SEQ. 4 - 6AE208SECTIONREF: 2/S13ANCHOR_ROD_ 1 2-DIA(MK'D SEE AB PLAN)BE208SECTIONREF: 2/S134DEEXISTING WALL30'-0L3- 1 2X3- 1 2X 1 4 (GALV.)(MK'D SEE PLAN)1(*)5'-10(M.O)(*)EL.(+/- XXX)71'-8 11 3 4(*)CE2085016A1L4X3- 1 2X 1 4 (GALV.)EL. (+/-XXX)1CE208SECTION2E2082ND FLOOR LINTEL FRAMING PLAN SEQ. 4 - 6ERECTOR NOTE:1. " * " AND "EL. (+/- XXX)" INDICATE GC TO FIELD LOCATEwww.seacad.com 11/13/2012 07:51:18pm1 11/13/12 REVISED PER REQUEST (EMAIL OCT,10TH '12)0 10/10/12 ISSUED FOR CONSTRUCTIONBA08/09/1207/26/12REVISED PER ASI-008ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DCLINTEL FRAMING PLAN SEQ. 4 - 6R2L : ArchitectsMGVMc CulloughNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E208N*11/13/2012NUGZUL262310CONSTRUCTIO

ICA1234567SEE DWG E204FOR CONTINUATIONMATCH LINEwww.seacad.com 11/13/2012 07:51:24pm111'-8 3 4 4'-130'-026'-5 1 215'-9 1 82'-0 3'-05'-0 11'-5 1 4 5'-6 3 4 8'-011'-2 1 215'-3( SEQ. 6 )W21X44( SEQ. 6 )W24X84( SEQ. 6 )W24X84( SEQ. 6 )W12X26( SEQ. 6 )W12X26( SEQ. 6 )W21X44( SEQ. 6 )W21X44( SEQ. 6 )W21X44( SEQ. 6 )W21X557057B1W12X26NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS( SEQ. 6 )HSS6X6X 5 16NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS(SEQ. 6)W12X26NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS23'-6(SEQ. 6)W12X26(SEQ. 6)W16X50(SEQ. 6)W16X50(SEQ. 6)W16X50( SEQ. 6 )W12X65( SEQ. 6 )W12X65(SEQ. 6)W16X50(SEQ. 6)W24X84(SEQ. 6)W24X84(SEQ. 6)W24X84FNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5'-0( SEQ. 6 )W12X653'-67056B1 (HI)W12X26EL.+( 128'-11 5 8 )7044B1W21X44EL.+( 122'-3 5 8 )6003PT1W12X657020B1W21X44( SEQ. 6 )W12X657170B1 (HI)W21X44 (S)7037B1 LOW)W21X44EL.+( 122'-3 5 8 )7010PT1HSS6X6X 5 16(UP)7007PT1HSS6X6X 5 16(UP)7041B1 LOW)W21X447042B1 (HI)W21X44EL.+( 124'-8 5 8 )HE3047043B1W21X447005B1W12X264'-07011B1W21X557002PT1W12X65(UP)7001PT1HSS6X6X 5 1624'-8RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSSLOPE DOWN@HI BEAMNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSAE3047006PT1W12X657046B1 LOW)W24X84EL.+( 123'-7 5 8 )7045B1W24X847024B1W24X84G7033B1W24X84DE3048062B1W21X44MC @ LOWBEAM8114B1W21X447011C1W12X65GE304JE3047009PT1HSS6X6X 5 16(UP)7008PT1HSS6X6X 5 16(UP)7003PT1HSS6X6X 5 16(UP)8061B1W21X447001C1W12X65EE3048061B1W21X447006C1W12X652E3047004PT1W12X6516'-6 1 224'-10 1 24TH FLOOR FRAMING PLAN SEQ. 7 - 81E304NOTES:1. T.O.S EL. +(122'-3 5 8) U.N.O2. EL.+(XXX) INDICATES T/O STEEL ELEVATION3. INDICATES MOMENT CONNECTION4. (M.O) INDICATES MASONRY OPENING5. (S) INDICATES SLOPING MEMBER11 1 217034B1 (HI)W21X44EL.+( 130'-4 7 16 )7032B1 (HI)W21X44EL.+( 130'-4 7 16 )7050B1 (HI)W12X26EL.+( 128'-11 5 8 )8010B1W21X44RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS5'-08007B1W12X268002C1HSS6X6X 5 16EL.+124'-11 5 8EL.+124'-2 1 8CONTINUOUSPL 5 16X61 4 " STIFF. PLATE@4'-0 O.CCLCE3048030C1W12X658016B1W21X446 1 48'-48032B1W24X84G SECTIONE304 REF; 9/S148070B1W24X848068B1W24X848065B1W24X84H8005C1W12X658054B1W21X44NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSS8099B1W21X448008C1W12X58BE3048075B1W21X448028C1W12X658041B1W21X448072B1W21X448012C1W12X65BEAM(MK'D SEE PLAN)RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C19'-2RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.C(TYP AT BELOW)NEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSNEW RED-W WOOD TRUSSAE3048014C1W12X658080B1W24X848078B1W24X848026B1W24X848077B1W24X84HE304I1'-1C L1'-3 1 28010C1W12X658007C1W12X65AE304SIM8020C1W12X658032C1W12X651'-7SECTION1POST(MK'D SEE PLAN)EL.+136'-10 5 8EL.+130'-4 7 16EL.+128'-11 5 8COOLING TOWEREL.+123'-7 5 8EL.+122'-3 5 8B-U4a (TYP T&B)(FOR FLG THK < 3 4)B-U4a (TYP T&B)(FOR FLG THK >= 3 4) 3 83 4" PLATEW/ (4)- 3 4" DIA A325 BOLTSBEAM(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)3 8 "STIFF. PLATE2E304BEAM(MK'D SEE PLAN)1 445°30°T/O BEAMSEE PLAN14EL.+124'-11 5 8EL.+122'-3 5 87010PT1HSS6X6X 5 16 (GALV.)7001VB1L4X4X 5 16 (GALV.)5'-0 11'-5 1 47001C1W12X6547031B1W16X505'-0CL1( SEQ. 6 )W12X267001VB1L4X4X 5 16(GALV.)7001VB1L4X4X 5 16(GALV.)( SEQ. 6 )W12X267001VB1L4X4X 5 16(GALV.)7003PT1HSS6X6X 5 16(GALV.)7046B1W24X84SECTIONCOLUMN(MK'D SEE PLAN)BEAM(MK'D SEE PLAN)BACKING BAR(TYP)CE304 REF: 16/S11TYP MOMENT CONNECTIONBEAM TO COLUMN WEBEL.+123'-7 7 86080B1W24X846009PT1HSS6X6X 5 16125'-4 13 16F7050B1W12X26 (GALV.)127056B1W12X26 (GALV.)5'-0 11'-5 1 4 8'-2 3 47001VB1L4X4X 5 16 (GALV.)7174B1W12X26 (GALV.)7004B1W12X26 (GALV.)7001VB1L4X4X 5 167007PT1HSS6X6X 5 167002VB1L4X4X 5 16(GALV.)11'-5 1 4DE3043'-67170B1W21X447002VB1L4X4X 5 16(GALV.)SECTIONF7015B1W12X26 (GALV.)PARTIAL COOLING TOWER FRAMING PLAN SEQ.7-8NOTES:11. T.O.S EL. +(128'-11 5 8) U.N.O2. ALL STEEL MEMBERS SHALL BE GALVANIZED30'-0 11'-8 3 412127037B1W21X4424'-87008PT1HSS6X6X 5 16(GALV.)T/O BEAMSEE PLANJE3045'-6 3 417004B1W12X26 (GALV.)7009PT1HSS6X6X 5 1628'-27032B1W21X44CONT. 2"X6" WOOD PLATEBOLTED W/ 1 2" DIA BOLTS@2'-0 O.C STAGGEREDRED-W WOOD TRUSS16"-0 O.C24'-8SECTION7002VB1L4X4X 5 16(GALV.)7008PT1HSS6X6X 5 16(GALV.)7002VB1L4X4X 5 16(GALV.)8'-0122 5 167011C1W12X657050B1W12X26 (GALV.)GFE304FE3047035B1W16X507034B1W21X447033B1W24X847002VB1L4X4X 5 16(GALV.)7002VB1L4X4X 5 16(GALV.)7003PT1HSS6X6X 5 16(GALV.)3 2C LE SECTIONE304 REF: 6/S117009PT1HSS6X6X 5 16G7006PT1W12X65BEAM(MK'D SEE PLAN)EL.+130'-4 7 16TC-U4a (TYP T&B)(FOR FLG THK < 3 4)1 11/13/12 REVISED PER QUERY #330 09/26/12 ISSUED FOR CONSTRUCTIONDCBA08/09/1208/02/1208/01/1207/30/12REVISED PER ASI-008REVISED PER DMP-012REVISED PER DMP-011ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NPROJECTDESCRIPTIONARCHITECTENGINEERCUSTOMERWONDER BREAD641 S STREET,NW, WASHINGTON DC4TH FLOOR FRAMING PLAN SEQ. 7 - 8R2L : ArchitectsMGVMc CulloughBEAM(MK'D SEE PLAN)RED-W WOOD TRUSS24" DEPTH @ 16"-0 O.CTC-U4a (TYP T&B)(FOR FLG THK >= 3 4) 3 8RED-W WOOD TRUSS16"-0 O.CBEAM(MK'D SEE PLAN)30°1 445°T/O BEAMSEE PLANBEAM(MK'D SEE PLAN)L CSEE PLANA SECTIONE304 REF: 4/S12C LB SECTIONE304 REF: 16/S11POST (GALV.)(MK'D SEE PLAN)CONT.L6X4X 5 16 (LLH)1 4 " STIFF. PLATE@6'-0 O.CBEAM(MK'D SEE PLAN)BACKING BAR(TYP)COLUMN(MK'D SEE PLAN)TYP MOMENT CONNECTIONBEAM TO COLUMN FLANGECLFE304BEAM(MK'D SEE PLAN)12123 8 " GUSSETPLATE1 4 " STIFFENERPLATE3 8 " GUSSETPLATEV-BRACE (GALV.)(MK'D SEE PLAN)1 2 " PLATEW/ (4)- 3 4" DIA A325 BOLTSSECTIONNRTISINOFWELD U.N.E70XXDATEEMAJOB NO.*T UF ODRAWN BYCHKD. BYT/O BEAMSEE PLANT/O BEAMSEE PLANTUEN D EDSTE19EL21MEMBERDESIGN REF.:SHT. NO.E304N*11/13/2012NUGZUL262310CONSTRUCTIO

ICA6FGEL.(+/- XXX)T/O LINTEL1LINTEL_BEAM(GALV.)(MK'D SEE PLAN)EXISTINGCMU COLUMN(EXISTING WALL @ SIM)24'-87(*)(*) 3'-1 (*) 5'-1 3 4(*)(M.O)CE307(M.O)7001A1L4X3- 1 2X 1 4 (GALV.)EL. (+/-XXX)7009A1L3- 1 2X3- 1 2X 1 4 (GALV.)EL. (+/-XXX)11'-1 1'-6 1 22'-7 1 21 4" PLATE@1'-4" O.C (GALV.)CONTINUOUS5 16" PLATE (GALV.)13BE101GAP 1 2 6(M.O)PL 1 2X6 X LENGTHBEARING PL.(GALV.) 1ANCHOR_ROD_ 1 2-DIA(MK'D SEE AB PLAN)1E3073RD FLOOR LINTEL FRAMING PLAN SEQ. 7 - 8AE307SECTIONREF: 2/S13CLSEE PLAN1FGLINTEL_BEAM (GALV.)(MK'D SEE PLAN)424'-8EXISTING WALL(*) 16'-0(M.O)(*)8EL.(+/- XXX)B/O ANGLE7(*)7060B1W12X26 (GALV.)EL. (+/-XXX)1AE307SIM.1'-1 1'-6 1 22'-7 1 2GAPTYP1 4BE307CONTINUOUS5 16 " PLATE (GALV.)1 4 " PLATE (GALV.)@ 1'-4" O.CSECTIONREF: 2/S131CE307L3- 1 2X3- 1 2X 1 4 (GALV.)(MK'D SEE PLAN)SECTION12E3072ND FLOOR LINTEL FRAMING PLAN SEQ. 7 - 8FGERECTOR NOTE:1. " * " AND "EL. (+/- XXX)" INDICATE GC TO FIELD LOCATE24'-8(*)6'-7(M.O)(*)1(*)7055B1W8X18 (GALV.)EL. (+/-XXX)1AE307SIM.1'-0 1'-12'-13E3073RD FLOOR LINTEL FRAMING PLAN SEQ. 7 - 81 11/13/12 REVISED PER REQUEST (EMAIL OCT,10TH '12)0 10/10/12 ISSUED FOR CONSTRUCTIONCB08/09/1208/01/12REVISED PER ASI-008REVISED PER DMP-011A07/30/12ISSUED FOR APPROVALREV. DATE DESCRIPTIONSteelFab, Inc.8623 Old Dowd Road(28214)PO Box 19289Charlotte, NC 28219(Tel.) 704-394-5376 (Fax) 704-394-1400HOLES U.N. SHOP BOLTS U.N.FIELD BOLTS U.N.13/16Ø A307 A325NNRTISINOFWELD U.N.E70XXEMA*T UF OTUEN D EDSTE19EL21MEMBERN*CONSTRUCTIOPROJECTWONDER BREAD641 S STREET,NW, WASHINGTON DCDATE11/13/2012DRAWN BYNUGDESCRIPTIONARCHITECTENGINEERCUSTOMERLINTEL FRAMING PLAN SEQ. 7 - 8R2L : ArchitectsMGVMc CulloughCHKD. BYZULJOB NO.26231DESIGN REF.:0SHT. NO.E307www.seacad.com 11/13/2012 07:51:36pm