Loading...
HomeMy WebLinkAboutBuilding 3 - Structural Steel As-BuiltsSpec Title: Spec No.: Submittal Coversheet Project Name: Project Address: SUBMITTAL NO: Submittal Name: Submittal Type: Trades: Stamps: Owner: Architect: Date Issued: Subcontractor: Substitution: Information Category: Welliver – GC Review This submittal has been preliminarily reviewed for compliance with the contract documents. By: Ben Robertson Date: Catherine Commons ikon5 Architects 06/11/2024 06/11/2024 N/ASTRUCTURAL CLOSEOUT: Building 3 Structural Steel As-Built As-Built Drawings 051200-0036-00 Ithaca Structural Steel Framing NY College Ave Novarr Mackesey& IAD 051200 Page 1 of 1 Date : 6/11/2024 Transmittal #: 00079 Raulli & Sons Ironworks Job #: 22072 Catherine Commons Building 3 AS BUILT Welliver 250 North Genesee Street Montour Falls, NY 14865 Phone: (607) 535-5400 To:Attn: Ben Robertson Sent via: E-mail We are sending you enclosed, the following: Design Drawings, Erection Drawings Prints: 130 This material is being transmitted for the purpose listed below: As Builts If enclosures are not as noted, please notify at once. Raulli & Sons Ironworks By: Josh Donnelly 8-8 7-2 FIELD DIM CUSTOMER :KLB NOV 2022 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S04 E1 4 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - GROUND FLOOR GS NOV 2022 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: 2 IN FIELD W ITH GC* *LOCATE FRAME 3 3 6 T.O.PL ELEV: 687-0 2P1 E1 REF 3-Q2B4HSS4x4x3/8 T.O.PL ELEV: 687-0 2P1 INDICATES 5" THICK CONCRETE SLAB TOP OF STEEL TO BE EL. 686'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 686'-10" TOP OF SLAB TO BE EL. 687'-6" ELEVATOR DIVIDER BEAM PLAN BUILDING 3 - LOW ER LEVEL S3 S3 TYP B/E 4 4 4 W ITH GC CONFIRM ELEV CONFIRM ELEV W ITH GC 1 Jan 26 2023 FOR FIELD USE 2 Mar 1 2023 FOR MARKS 3 Mar 6 2023 ROOF FRAME ADDED 4 Jun 16 2023 REVISIONS FOR DIVIDER BEAMS No.DATE DESCRIPTION 1A1 L6x4x3/8 1A1 L6x4x3/8 2B2 W 6x12 2B1 W6x12 2B3 HSS4x4x3/8 2A1 L4x4x3/8 1A7 L4x4x3/8 1A8 L4x4x3/8 1A6 L4x4x3/8 1A5 L4x4x3/8 1A4 L4x4x3/8 1A2L4x4x3/8 REF 3-2REF 3-3REF 3-5REF 3-6REF 3-8REF 3-9 REF 3-Q REF 3-R REF 3-S REF 3-U REF 3-T 8-8 3 1-61/8 1-13/4 1-11 1-0 13-9 2-0 23-85/8 1-31/4± 1-91/4± 8 7-1 FIELD DIM L4x4x3/8 1A3 TOP OF STEEL TO BE EL. 696'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 696'-10" TOP OF SLAB TO BE EL. 697'-6" E-S STRUCTURAL FRAMING PLAN BUILDING 3 - GROUND FLOOR W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION E-S ES1 ES1 ES1 ES1 E-S E1 1 E1 1 E1 2 TYP TYP 2 E1 E1 3 E1 4 TYP E1 5 OPENING 1-11x1-7 1/8 OPENING 2-21/4x1-11 T.O. JOIST: 697-2 1/2 12" ECO-SPAN JOISTS E1 6 T.O.PL ELEV: 697-0 2P1 2FR2 2FR3 2FR1 ES1 OPENING 3-3x2-61/2 OFF OF FRAME CUT THIS ANGLE ERECTOR NOTE: E6 1 8FR1 8FR2 12A1 12RF1 8 E1 OPENING 1-8x2-4 W ITH GC CONFIRM ELEV 20-3 10-11/4 5-53/4 24-13/4 4-93/4 13-51/4 14-85/8 6-4 15-63/8 41/2 5/16 12 5/16 12 ELEV: 697-2 1/2 L6x4x3/8 LLH CONT ECO-SPAN JOIST OR GRADE BEAM CONCRETE WALL SECTION E1 REF: 4/S1.030 1 2 CONCRETE WALL SECTION @ 12" o.c. (43/4" EMBED) w/3/4"Ø KW IK BOLT TZ2 L4x4x3/8 CONT E1 ELEV: 696-10 REF: 1/S5.021 2B2 W 6x12 21/2 13/4 1/4 1/4 3 BEAM PODIUM CONCRETE E1 ELEV: 696-10 REF: 5/S5.001 SECTION w/(2)3/4"Ø A325 N BOLTS 2B1 W 6x12 1/8 3 MIN 1/8 3 MIN FORMED SYSTEM BUILT-UP COLD REF: BEARDSLEY 10/S5.01E1 SECTION ELEV: 696-10 4 2B3 HSS4x4x 3/8 1/4 1/4 FORMED SYSTEM BUILT-UP COLD SECTION ELEV: 696-10 5 REF: 6/S5.101E1 1/4 1/4 1/4 1/4 OR DECK/JOIST ANGLE LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 E1 7 FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF HSS4x4x 3/8 2 8 1/4 2B4 ELEV: 698-10 2B3 ELEV: 696-10 6 SECTION E1 REF: RFI-0134-00 CONCRETE WALL (31/4" EMBED) EXPANSION ANCHORS c/w (4) 1/2"Ø HILTI KB-TZ2 2P1 PL1/2x8x0-10 2B3, 2B4 8 1-1 1/4 1/4 1/4 1/4 REDICOR WALL ASSEMBLY ON REDICOR DECK ANGLE 12RF1 BEAM CONCRETE @ 12" o.c. (43/4" EMBED) w/3/4"Ø KW IK BOLT TZ2 L4x4x3/8 12A1 L5x31/2x3/8 FRAME ELEV: 697'-6" SECTION8 E1 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 CUSTOMER :KLB JAN 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S05 E2 5 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SECOND FLOOR GS JAN 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E3 FOR CONTINUATION BREAKLINE SEE E3 FOR CONTINUATION BREAKLINE OR BEAM CONCRETE WALL CUT TO SUIT IN FIELD (43/4" EMBED) @ 12" o.c. & 4" FROM EACH END w/3/4"Ø KW IK BOLT TZ2 L4x4x3/8 CONT E2 1 SECTION REF: 1/S5.021 ELEV: 706-10 ELEV: 706-10 w/(2)3/4"Ø A325 N BOLTS 2 REF: 5/S5.001E2 BEAM CONCRETE SECTION 3B1 W 6x12 REF: BEARDSLEY 10/S5.01 SECTION E2 3 FORMED SYSTEM BUILT-UP COLD ELEV: 706-10 3B4 W 6x12 FORMED SYSTEM BUILT-UP COLD E2 SECTION REF: 6/S5.101 4 ELEV: 706-10 3B5 HSS4x4x 3/8 ELEV: 707-2 1/2 SECTION L6x4x3/8 LLH CONT REF: 4/S1.030E2 OR BEAM CONCRETE WALL ECO-SPAN JOIST 5 FIELD W ELDING DETAIL ON E3 SEE TYPICAL ROOF FRAME ERECTOR NOTE: E2 SECTION REF: 5/S5.001 7 5 5 1 Mar 2 2023 FOR APPROVAL 2 Mar 14 2023 FOR FIELD USE 3 Jun 26 2023 BENT PL ADDED PER RFI-244-01 4 Jul 19 2023 REV'D FOR FIELD USE 5 Oct 16 2023 REV'D FOR FIELD USE No.DATE DESCRIPTION 3B4 W6x12 3B5 HSS4x4x3/8 3B3 HSS8x6x5/16 3B2 HSS8x6x5/16 7B1 W 8x13 7B1 W 8x13 7B3 W8x13 3B1 W6x12 HSS6x6x 3/8 9B1 W6x15 9B2W6x15HSS6x6x3/8HSS6x6x3/86-4 15-63/8 15-31/2 15-31/2 1.89 REF 3-L REF 3-O REF 3-Q REF 3-R REF 3-S REF 3-T U.9 3 64-91/2 1-61/8 12-25/16 2-0 7-1013/16 1-13/4 23-85/8 5-85/8 5-75/8 91/2 5-75/8 91/2 5-75/8 91/2 4-53/8 41/2 13-9 1-57/8 7-4 1-85/8 7-3 2 6-115/8 5-2 25-4 5-2 6-53/4 10-0 10-0 4-13-65/8 10-31/2 10-31/2 ES1 ES1 E2 2 E2 ES1 E-S 1 TYP E2 4 ES1 E2 TYP B/E 3 E-S E-S BEAMS CONCRETE CFMF WALLS L4x4x3/8 L4x4x3/8 L4x4x3/8 S2 S2 REF 3-9 REF 3-2 TOP OF STEEL TO BE EL. 706'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 706'-10" TOP OF SLAB TO BE EL. 707'-6" E-S STRUCTURAL FRAMING PLAN BUILDING 3 - SECOND FLOOR INDICATES NUMBER OF 3/4"Ø x 5" LONG HEADED STUDS INDICATES 10" THICK CONCRETE SLAB W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM W ITH 31/2" NW C TOPPING (51/2" TOTAL) INDICATES SPAN DIRECTION OF 2" 18 GA METAL DECK INDICATES SHEAR PLATE LOCATION ES1 S2 1 TYP E2 TYP B/E TYP THIS LINE L6x4x3/8 CONT. (ALREADY ERECTED) E2 5 E2 TYP B/E 6 TYP THIS LINE L6x4x3/8 CONT. (ALREADY ERECTED) ES1 T.O. JOIST: 707-2 1/2 12" ECO-SPAN JOISTS T.O. JOIST: 707-2 1/2 12" ECO-SPAN JOISTS 1FR1 5FR4 5FR2 OPENING 2'-101/2"x1'-71/4" OPENING 3-3x2-61/2 OPENING 2-21/4x2-87/8 5FR3 OPENING 2-03/4x11 1/8 FRAME INSTALLATION OPENING AFTER CUT ANGLE TO SUIT ERECTOR NOTE: 4FR5 4FR6 OPENING 4'-9"X1'-17/8" OPENING 4'-9"X1'-17/8" 4FR2 4FR7 OPENING 4'-9"X1'-17/8" 4FR8 OPENING 2'-41/2"x0'-87/8" 4FR9 5FR1 HANGER ABV 7H1 HANGER ABV 7H2 (+21/2) (+21/2) (+21/2) TYP 7 E2 [7] [7] [8] [X] S1 S1HSS6x4x3/8HSS6x4x3/8HSS6x4x3/8 E6 1 8FR1 8FR2 26P1 26P2 26P3 BENT PL BENT PL E3 TYP2 5 E2 TYP 26A1 L5x5x5/16L5x5x5/1626A3 3 E3 3 E3 REF 3-1 26A2 L5x5x5/16 26A1 L5x5x5/16L5x5x5/1626A3 40-9 14-85/8 1/8 3 MIN 1/8 3 MIN FORMED SYSTEM BUILT-UP COLD SECTION ELEV: 706-10 6 E2 REF: BEARDSLEY 10/S5.01 HSS8x6x 5/16 7P1 21/221/2 1/8 1/4 1/4 BEAM CONC w/(2)3/4"ØA325 BOLTS EMBEDDED PLATE ALREADY ERECTED W 8x13 ELEV: SEE PLAN 1/4 1/4 1/4 1/4 CUSTOMER :KLB JAN 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S05 E3 4 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SECOND FLOOR GS JAN 2023 SEE E2 FOR CONTINUATION BREAKLINE SEE E2 FOR CONTINUATION BREAKLINE E3 1 OR LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 OR DECK/JOIST ANGLE LDM HSS HEADER FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF 4 4 1 Mar 28 2023 FOR FIELD USE 2 Jun 26 2023 BENT PL ADDED PER RFI-244-01 3 Jul 19 2023 REV'D FOR FIELD USE 4 Oct 16 2023 REV'D FOR FIELD USE No.DATE DESCRIPTION 3B6 HSS8x6x5/16 L4x4x3/8 L4x4x3/8 L4x4x3/8 L4x4x3/8 L4x4x3/8 L4x4x3/8L4x4x3/8 15-31/2 15-31/2 15-31/2 15-31/2 40-17/8 REF 3-3REF 3-5 REF 3-A REF 3-C REF 3-D REF 3-F REF 3-H REF 3-L 5-75/8 91/2 91/2 5-75/8 1-215/16 5-75/8 15-21/8 5-101/8 5-71/2 1-103/8 22-4 5-2 13-4 5-2 9-113/4 6-51/2 6-71/4 10-03-65/8 11-0 TYP THIS LINE L6x4x3/8 CONT. (ALREADY ERECTED) ES1 E-S E-S E-S E-S TYP CFMF WALLS STRUCTURAL FRAMING PLAN BUILDING 3 - SECOND FLOOR INDICATES 10" THICK CONCRETE SLAB W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION S2 TOP OF STEEL TO BE EL. 706'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 706'-10" TOP OF SLAB TO BE EL. 707'-6" E-S ES1 E2 TYP 1 E2 TYP 1 1 TYP E2 TYP B/EE2 6 T.O. JOIST: 707-2 1/2 12" ECO-SPAN JOISTS 4FR10 4FR7 OPENING 4'-9"X1'-17/8" 4FR8 OPENING 4'-9"X1'-17/8" 4FR3 OPENING 4'-9"X1'-17/8" 4FR4 4FR1 OPENING 4'-4"x2'-77/8" OPENING 3'-71/2"x1'-10" 26P3 26P4 26P5 BENT PL BENT PL BENT PL TYP2 E3 5 E2 TYP L5x5x5/16 26A4 3 E3 26A5L5x5x5/16 24-13/4 21/8 3 3 E3 REF 3-1 ELEV: 707'-8 1/8" SECTION REF: RFI-0244-01 2 TOP OF WALL (21/2" EMBEDMENT) @ 24" O.C. MAX (2" FROM EACH END) w/ 1/2"Ø HILTI KB-TZ2 ANCHORS BENT PL 5/16x11 3/8 3 TOP OF WALL E3 SECTION REF: RFI-0244-01 REF ELEV: 707'-6" (21/2" EMBEDMENT) @ 24" O.C. MAX w/ 1/2"Ø HILTI KB-TZ2 ANCHORS L5x5x5/16 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 1/4 1/4 1/4 1/4 1/8 3 MIN 1/8 3 MIN CUSTOMER :KLB FEB 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S06 E4 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - THIRD FLOOR RAC FEB 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E5 FOR CONTINUATION BREAKLINE SEE E5 FOR CONTINUATION BREAKLINE OR BEAM CONCRETE WALL CUT TO SUIT IN FIELD (43/4" EMBED) @ 12" o.c. & 4" FROM EACH END w/3/4"Ø KW IK BOLT TZ2 L4x4x3/8 CONT E4 1 SECTION REF: 1/S5.021 ELEV: 716-10 U.N.O. ON PLAN REF: BEARDSLEY 10/S5.01 SECTION E4 2 FORMED SYSTEM BUILT-UP COLD ELEV: 716-10 W 6x12 FORMED SYSTEM BUILT-UP COLD E4 SECTION REF: 6/S5.101 3 ELEV: 716-10 6B4 HSS4x4x 3/8 5 E4 OR LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 OR DECK/JOIST ANGLE LDM HSS HEADER FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF ELEV: 716-10 SECTION REF: BEARDSLEY 10/S5.01 HSS8x6x 5/16 FORMED SYSTEM BUILT-UP COLD 4 E4 1 Mar 28 2023 FOR FIELD USE No.DATE DESCRIPTIONHSS6x6x3/8HSS6x6x3/86B2W6x12 6B1 W6x12 HSS6x6x 3/8 W6x15 W6x15 6A1 L4x4x3/8 6A1 L4x4x3/8 6A2 L4x4x3/8 14-85/8 64-91/2 40-9 15-31/2 3 15-63/8 6-4 15-31/2 5-75/8 91/2 5-75/8 91/2 91/2 5-75/8 4-53/8 41/2 23-85/8 7-1013/1612-25/16 2-0 1-13/4 5-85/8 13-9 1-57/8 1-10 5-3 5-1 CFMF WALLS REF 3-S ES1 REF 3-T E4 E-S BEAMS CONCRETE 1 TYP U.9 ES1 T.O. JOIST: 717-2 1/2 12" ECO-SPAN JOISTS REF 3-9 REF 3-2 E-S T.O. JOIST: 717-2 1/2 12" ECO-SPAN JOISTS E-S E4 2 ES1 REF 3-O REF 3-Q ES1 3 REF 3-R REF 3-L E4 TYP B/E E-S TYP B/E T.O. JOIST: 717-2 1/2 12" ECO-SPAN JOISTS 4FR5 OPENING 4'-9"X1'-17/8" OPENING 4'-9"X1'-17/8" OPENING 4'-9"X1'-17/8" OPENING 2'-41/2"x0'-87/8" OPENING 2-03/4x11 1/8 OPENING 3-3x2-61/2 OPENING 2-21/4x2-87/8OPENING 2'-101/2"x1'-71/4" 6B4 HSS4x4x3/8 S2 S2 TOP OF STEEL TO BE EL. 716'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 716'-10" TOP OF SLAB TO BE EL. 717'-6" STRUCTURAL FRAMING PLAN BUILDING 3 - THIRD FLOOR ES1 S2 INDICATES 10" THICK CONCRETE SLAB W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION E-S E4 2 FRAME INSTALLATION OPENING AFTER CUT ANGLE TO SUIT ERECTOR NOTE: 5FR3 5FR2 5FR1 5FR4 1FR1 4FR6 4FR2 4FR7 4FR8 OPENING 3-3x2-61/2 5FR3 (BELOW ) 7H1 HANGER (BELOW ) 7H2 HANGER E6 1HSS6x4x3/8HSS6x4x3/8HSS6x4x3/8 8FR1 8FR2 9B1 9B2 HSS6x6x3/8 9B4 (-6) HSS6x6x3/8 9B3 (-6) E5 2 TYP CUSTOMER :KLB FEB 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S06 E5 2 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - THIRD FLOOR RAC FEB 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E4 FOR CONTINUATION BREAKLINE SEE E4 FOR CONTINUATION BREAKLINE FIELD W ELDING DETAIL ON E4 SEE TYPICAL ROOF FRAME ERECTOR NOTE: 1 Mar 2 2023 FOR APPROVAL 2 Mar 14 2023 FOR FIELD USE No.DATE DESCRIPTION 6A5 L4x4x3/8 6A3 (+41/2) L4x4x3/8 6A4 (+41/2) L4x4x3/8 6B3 HSS8x6x5/16 15-31/2 15-31/2 24-13/4 15-31/2 15-31/2 40-17/8 4-63/4 24-13/4 5-75/8 815/16 91/2 91/2 5-101/8 5-75/8 5-75/8 15-21/8 5-71/2 1-103/8 9-41/2 8-1 6-21/2 5-1 5-3 E-S E-S TYP CFMF WALLS E-S E-S REF 3-A ES1 REF 3-F REF 3-3REF 3-5 REF 3-D REF 3-H REF 3-C REF 3-L E4 1 T.O. JOIST: 717-2 1/2 12" ECO-SPAN JOISTS REF 3-2 REF 3-1 1.8 OPENING 4'-9"X1'-17/8" OPENING 4'-4"x2'-77/8" OPENING 4'-9"X1'-17/8" OPENING 4'-9"X1'-17/8" OPENING 3'-71/2"x1'-10" TOP OF STEEL TO BE EL. 716'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 716'-10" TOP OF SLAB TO BE EL. 717'-6" S2 E-S INDICATES NUMBER OF 3/4"Ø x 5" LONG HEADED STUDS INDICATES 10" THICK CONCRETE SLAB W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM W ITH 31/2" NW C TOPPING (51/2" TOTAL) INDICATES SPAN DIRECTION OF 2" 18 GA METAL DECK INDICATES SHEAR PLATE LOCATION ES1 STRUCTURAL FRAMING PLAN BUILDING 3 - THIRD FLOORE4 1 4 TYP B/E E4 4FR7 4FR8 4FR1 4FR3 4FR4 4FR10 B.9 7B5 W8x13 [13] HANGER (ABV) 7H3 A.6 A.1 7B2 W 8x13 (+21/2) [7] [7] 7B1 W 8x13 (+21/2) 7B4 W8x13 [10] (+21/2) HANGER (ABV) 7H1 HANGER (ABV) 7H2 E5 TYP 1 E5 1 [X] S1 S1 HSS6x6x3/8 9B4 (-6) HSS6x6x3/8 9B3 (-6) E5 TYP2 W 8x13 7B6 3 E5 7P1 21/221/2 1/8 1/4 1/4 BEAM CONC w/(2)3/4"ØA325 BOLTS EMBEDDED PLATE ALREADY ERECTED W 8x13 ELEV: SEE PLAN SECTION REF: 5/S5.001 1 E5 T&BTM TYP1/4 BOTH SIDES TYP 1/4 CANOPY BEAM HSS6x6x 3/8 IN CFMF WALL HSS COL SECTION2 E5 ELEV: 716'-4" 1/4 1/4 FORMED SYSTEM BUILT-UP COLD 3 SECTION E5 ELEV: 716-10 W 8x13 7B6 SNUG TIGHT AFTER ADJUSTMENT w/(2)3/4"Ø A325 BOLTS PL3/8x4x0-6 13/4 21/2 41/2 1/4 1/4 5/16 12 5/16 12 CUSTOMER :KLB FEB 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S5.200 E6 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - BRIDGE RAC FEB 2023 BRIDGE BLOW -UP PLAN1 E6 1 Mar 28 2023 FOR FIELD USE No.DATE DESCRIPTION HSS6x4x 3/8 HSS6x6x 3/8 W6x15 W6x15HSS6x6x3/8HSS6x6x3/8HSS6x4x3/8HSS6x4x3/8REF 3-2REF 3-3 REF 3-R REF 3-S SPAN E6 6 2 E6 3 E6 E6 4 E6 5 SPAN W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK INDICATES SHEAR PLATE LOCATION STRUCTURAL FRAMING PLAN BUILDING 3 - BRIDGE SEE INDIVIDUAL PLANS FOR ELEVATIONS & MARKS 4-93/4 6-4 REF 3-3 REF 3-R 2 6 3 6 HSS6x4x 3/8 HSS4x4x 3/8 SEE SETTING DETAIL A w/ HILTI HIT-HY 200 EPOXY w/(4)3/4"Ø THREADED ROD 3/4x12x1-2 GR.50 BASEPLATE WALL CONCRETE E6 REF: 15/S5.200 BASE PLATE DETAIL NORTHW EST COLUMN 2 REF 3-2 REF 3-R 2 6 6 3 HSS6x4x 3/8 SEE SETTING DETAIL A w/ HILTI HIT-HY 200 EPOXY w/(4)3/4"Ø THREADED ROD 3/4x12x1-2 GR.50 BASEPLATE HSS4x4x 3/8 3 BASE PLATE DETAIL NORTHEAST COLUMN E6 REF: 15/S5.200 REF 3-3 REF 3-S 3 6 6 3 SEE SETTING DETAIL B w/ HILTI HIT-HY 200 EPOXY w/(3)3/4"Ø THREADED ROD 3/4x12x1-0 GR.50 BASEPLATE HSS6x6x 3/8CONCRETE WALL 4 BASE PLATE DETAIL SOUTHW EST COLUMN E6 REF: 13/S5.200 REF 3-2 REF 3-S 21/2 3 21/2 21/2 CONCRETE COLUMNCONCRETE WALL HSS6x6x 3/8 SEE SETTING DETAIL B w/ HILTI HIT-HY 200 EPOXY w/(4)1/2"Ø THREADED ROD 3/4x7x1-4 GR.50 BASEPLATE E6 REF: 14/S5.200 BASE PLATE DETAIL SOUTHEAST COLUMN 5 W 6x15 PROVIDE TEFLON WASHERS BETW EEN BEAM W EB & PLATE (SNUG TIGHT & DAMAGE THREADS) w/(2)3/4"Ø A325N BOLTS CENTERED IN LONG SLOT 10x5x1/2" THICK GR.50 BENT PLATE HSS6x6x 3/8 PROVIDE TEFLON WASHERS BETW EEN HSS & PLATE (SNUG TIGHT & DAMAGE THREADS) CENTERED IN LONG SLOT w/(2)3/4"Ø A325 THRU-BOLTS OSL OF BENT PLATE E6 REF: 11/S5.200 CONNECTION AT EXPANSION JOINT TYPICAL W F BEAM TO HSS BEAM SECTION 6 BTC-P4-GF1/4 0 45° BTC-P4-GF1/4 0 45° HSS6x6 SPLICE HSS6x4 SPLICE 3/4"Ø THRU BOLT 1" CAP PLATE 3/4"Ø THRU BOLT 1" CAP PLATE 7 E6 TYPICAL COLUMN SPLICE DETAIL REF: 1/S5.001 1 GROUT 3/4 PLATE 5 EMBED 31/2 PROJ CONCRETE WALL COLUMN ELEV: 697'-0" TOP OF WALL SETTING DETAIL A w/ HILTI HIT HY200 3/4"Ø THR'D ROD 1 GROUT 3/4 PLATE 5 EMBED 31/2 PROJ COLUMN ELEV: 697'-6" TOP OF WALL CONCRETE WALL SETTING DETAIL B w/ HILTI HIT HY200 3/4"Ø OR 1/2"Ø THR'D ROD 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 1/4 1/4 1/4 1/4 1/8 3 MIN 1/8 3 MIN CUSTOMER :KLB MAR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S07 E7 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - FOURTH FLOOR RAC MAR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E8 FOR CONTINUATION BREAKLINE SEE E8 FOR CONTINUATION BREAKLINE REF: BEARDSLEY 10/S5.01 SECTION E7 1 FORMED SYSTEM BUILT-UP COLD ELEV: 726-10 W 6x12 FORMED SYSTEM BUILT-UP COLD E7 SECTION REF: 6/S5.101 3 ELEV: 726-10 10B4 HSS4x4x 3/8 4 E7 OR LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 OR DECK/JOIST ANGLE LDM HSS HEADER FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF ELEV: 726-10 SECTION REF: BEARDSLEY 10/S5.01 HSS8x6x 5/16 FORMED SYSTEM BUILT-UP COLD 2 E7 HERE FOR FOURTH FLOOR APPROVED. MARKS SHOW N NOTE: E6 PREVIOUSLY No.DATE DESCRIPTIONHSS6x6x3/8HSS6x6x3/8HSS6x4x3/8HSS6x4x3/811FR2 HSS6x4x 3/8 11FR1 HSS6x6x 3/8 10B6 W6x15 10B5 W6x15 10B2 W6x12 10B3 W6x12 10B4 HSS4x4x3/8 10B1 HSS8x6x5/16 13FR1 13FR3 13FR4 14FR5 14FR5 15FR1 15FR2 15FR3 14FR4 13FR2 14FR3 13FR5 14FR1 14FR2 14-85/8 64-91/2 40-9 15-31/2 6-4 15-31/2 15-63/8 5-85/8 2-0 23-85/8 12-25/16 7-1013/16 1-13/4 1-57/8 1-10 13-9 5-65/8 20-31/16 5-41/8 16-01/2 3 5-75/8 91/2 5-75/8 5-75/8 91/2 91/2 41/2 4-53/8 REF 3-T REF 3-S REF 3-R REF 3-O REF 3-Q REF 3-L REF 3-9 U.9 REF 3-2 TOP OF STEEL TO BE EL. 726'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 726'-10" TOP OF SLAB TO BE EL. 727'-6" STRUCTURAL FRAMING PLAN BUILDING 3 - FOURTH FLOOR ES1 W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION E-S CFMF WALLS OPENING 2-21/4x2-87/8 OPENING 3-3x2-61/2 OPENING 2-03/4x11 1/8 OPENING 2'-101/2"x1'-71/4" ES1E-S E-S T.O. JOIST: 727-2 1/2 12" ECO-SPAN JOISTS T.O. JOIST: 727-2 1/2 12" ECO-SPAN JOISTS E7 1 FRAME INSTALLATION OPENING AFTER CUT ANGLE TO SUIT ERECTOR NOTE: OPENING 3-3x2-61/2 E6 1 ES1 E7 2 TYP B/E OPENING 4-9x2-27/8 OPENING 4-9x1-17/8 3 OPENING 2'-41/2"x0'-87/8" E7 OPENING 4'-9"X1'-17/8" ES1 TYP B/E ES1 TYP B/E OPENING 4'-9"X1'-17/8" OPENING 4'-9"X1'-17/8" E-S T.O. JOIST: 727-2 1/2 12" ECO-SPAN JOISTS E7 E-S 1 T.O. JOIST: 737-2 1/2 12" ECO-SPAN JOISTS E-S 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN CUSTOMER :KLB MAR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S07 E8 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - FOURTH FLOOR RAC MAR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E7 FOR CONTINUATION BREAKLINE SEE E7 FOR CONTINUATION BREAKLINE OR BEAM CONCRETE WALL CUT TO SUIT IN FIELD (43/4" EMBED) @ 12" o.c. & 4" FROM EACH END w/3/4"Ø KW IK BOLT TZ2 L4x4x3/8 CONT E8 1 SECTION REF: 1/S5.021 ELEV: 726-10 U.N.O. ON PLAN FIELD W ELDING DETAIL ON E7 SEE TYPICAL ROOF FRAME ERECTOR NOTE: REF: 2/A4.23G AT THIS LOCATION? ATTACH TO THE ES1 SLAB HOW DOES THE L5x5 ANGLE APPROVER: No.DATE DESCRIPTION 15FR2 15FR3 15FR4 15FR5 16FR1 16FR2 17A1 (+41/2) L4x4x3/8 17A2 (+41/2) L4x4x3/8 17A3 L4x4x3/8 17A3 L4x4x3/8 17A4 (-1-21/4) L5x5x5/16 17A5 (-1-21/4) L5x5x5/16 15-31/2 15-31/2 24-13/4 15-31/2 15-31/2 40-17/8 4-63/4 24-13/4 5-101/8 5-75/8 91/2 815/16 5-75/8 5-75/8 91/2 5-71/2 1-103/8 15-21/8 4-9 ANGLES GAP B/T 1-01/4 38-117/8 V.I.F. ANGLE EXTENTS REF 3-D REF 3-1REF 3-3 REF 3-C 1.8 REF 3-H REF 3-2REF 3-5 REF 3-L REF 3-F REF 3-A B.9 A.1 A.6 ES1 OPENING 4'-9"X1'-17/8" OPENING 3'-71/2"x1'-10" T.O. JOIST: 727-2 1/2 12" ECO-SPAN JOISTS OPENING 4'-9"X1'-17/8" OPENING 4'-4"x2'-77/8" OPENING 4'-9"X1'-17/8" E-S E-S TYP CFMF WALLS E-S E-S E8 1 INDICATES 10" THICK CONCRETE SLAB W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION ES1 STRUCTURAL FRAMING PLAN BUILDING 3 - FOURTH FLOOR TOP OF STEEL TO BE EL. 726'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 726'-10" TOP OF SLAB TO BE EL. 727'-6" E-S S2 (BELOW ) 7H2 HANGER (BELOW ) 7H1 HANGER (BELOW ) 7H3 HANGER S2 S2 ES1 1 E8 17A7 (-1-21/4) L5x5x5/16 L5x5x5/16 (-1-21/4)17A6 E8 2 E8 2 START DIMENSION VERIFY ANGLE 1-101/42 1/4 T.O. CONC BEAM T.O. SLAB (FULLY TENSION AFTER ADJUSTMENT) c/w 3/4"Ø A325-SC BOLT w/ VERT SSL HOLE L5x5x5/16 CONT w/ HORIZ SSL HOLE L5x3x5/16 x 6" LONG EA2 CONC. BEAM REF: 1/S5.102 2 E8 SECTION VERIFY 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 1/4 1/4 1/4 1/4 1/8 3 MIN1/8 3 MIN 1/8 3 MIN 1/8 3 MIN CUSTOMER :KLB MAR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S08 E9 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - FIFTH FLOOR RAC MAR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E10 FOR CONTINUATION BREAKLINE SEE E10 FOR CONTINUATION BREAKLINE REF: BEARDSLEY 10/S5.01 SECTION E9 1 FORMED SYSTEM BUILT-UP COLD ELEV: 736-11 1/2 W 6x12 FORMED SYSTEM BUILT-UP COLD E9 SECTION REF: 6/S5.101 3 ELEV: 736-10 10B4 HSS4x4x 3/8 4 E7 OR LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 OR DECK/JOIST ANGLE LDM HSS HEADER FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF E9 W 6x12 REF: BEARDSLEY 10/S5.01 SECTION2 FORMED SYSTEM BUILT-UP COLD ELEV: 736-10 HERE FOR FIFTH FLOOR APPROVED. MARKS SHOW N NOTE: E6 PREVIOUSLY No.DATE DESCRIPTIONHSS6x6x3/8HSS6x6x3/8HSS6x4x3/8HSS6x4x3/8HSS6x4x3/8 HSS6x6x 3/8 10B6 W6x15 10B5 W6x15 10B2 (+11/2)W6x12 10B3 W6x12 10B4 HSS4x4x3/8 15-63/8 64-91/2 6-4 15-31/2 40-9 15-31/2 14-85/8 12-25/16 23-85/8 5-85/8 20-31/16 7-1013/16 2-0 1-57/8 13-9 1-13/4 1-10 5-65/8 5-41/8 16-01/2 5-75/8 3 91/2 5-75/8 41/2 91/2 91/2 5-75/8 4-53/8 REF 3-S REF 3-R REF 3-T REF 3-2 STRUCTURAL FRAMING PLAN BUILDING 3 - FIF TH FLOOR REF 3-L REF 3-Q E-S REF 3-O W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION ES1 U.9 REF 3-9 TOP OF STEEL TO BE EL. 736'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 736'-10" TOP OF SLAB TO BE EL. 737'-6" 1 E-S OPENING 2-21/4x2-87/8 1 ES2 OPENING 3-3x2-61/2 OPENING 2-03/4x11 1/8 OPENING 3-3x2-61/2 E-S T.O. JOIST: 737-2 1/2 12" ECO-SPAN JOISTS E9 ES2 FRAME INSTALLATION OPENING AFTER CUT ANGLE TO SUIT ERECTOR NOTE: E6 CFMF WALLS OPENING 2'-101/2"x1'-71/4" T.O. JOIST: 737-2 1/2 12" ECO-SPAN JOISTS OPENING 4-9x2-27/8 OPENING 4-9x1-17/8 13FR1 13FR4 13FR3 14FR3 13FR2 13FR5 14FR1 14FR2 ES2 ES2 TYP B/E TYP B/E E-S E9 E9 ES1 OPENING 2'-41/2"x0'-87/8" 2 3 OPENING 4'-9"X1'-17/8" E-S OPENING 4'-9"X1'-17/8" ES1 T.O. JOIST: 737-2 1/2 12" ECO-SPAN JOISTS OPENING 4'-9"X1'-17/8" 14FR5 14FR5 15FR1 15FR3 15FR2 14FR4 E-S T.O. JOIST: 737-2 1/2 12" ECO-SPAN JOISTS 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN CUSTOMER :KLB MAR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S08 E10 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - FIFTH FLOOR RAC MAR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E9 FOR CONTINUATION BREAKLINE SEE E9 FOR CONTINUATION BREAKLINE FIELD W ELDING DETAIL ON E9 SEE TYPICAL ROOF FRAME ERECTOR NOTE: No.DATE DESCRIPTION 15-31/2 15-31/2 15-31/2 24-13/4 15-31/2 4-63/4 40-17/8 24-13/4 5-75/8 5-101/8 91/2 5-75/8 91/2 15-21/8 5-71/2 5-75/8 1-103/8 REF 3-D REF 3-1REF 3-3 REF 3-A REF 3-F REF 3-5 REF 3-L REF 3-2 REF 3-C REF 3-H STRUCT URAL F RAMING PLAN BUILDING 3 - FIFTH FLOOR E-S TOP OF STEEL TO BE EL. 736'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 736'-10" TOP OF SLAB TO BE EL. 737'-6" ES1 W ITH 5" NW C TOPPING (8" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION OPENING 4'-9"X1'-17/8" OPENING 4'-9"X1'-17/8" ES1 E-S OPENING 4'-9"X1'-17/8" OPENING 3'-71/2"x1'-10" OPENING 4'-4"x2'-77/8" TYP CFMF WALLS E-S E-S T.O. JOIST: 737-2 1/2 12" ECO-SPAN JOISTS ??FR? 15FR3 16FR1 15FR2 16FR2 15FR4 FOR THIS AREA JOIST INFO WAITING ON 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 1/4 1/4 1/4 1/4 1/8 3 MIN1/8 3 MIN 1/8 3 MIN 1/8 3 MIN CUSTOMER :KLB APR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S09 E11 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SIXTH FLOOR GS APR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E12 FOR CONTINUATION BREAKLINE SEE E12 FOR CONTINUATION BREAKLINE REF: BEARDSLEY 10/S5.01 SECTION E11 1 FORMED SYSTEM BUILT-UP COLD ELEV: 746-11 1/2 W 6x12 FORMED SYSTEM BUILT-UP COLD E11 SECTION REF: 6/S5.101 3 ELEV: 746-10 HSS4x4x 3/8 4 E11 OR LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 OR DECK/JOIST ANGLE LDM HSS HEADER FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF E11 W 6x12 REF: BEARDSLEY 10/S5.01 SECTION2 FORMED SYSTEM BUILT-UP COLD ELEV: 746-11 1/2 1 May 23 2023 DIMS REV'D PER APPROVAL No.DATE DESCRIPTIONHSS6x6x3/8HSS6x6x3/8HSS6x4x3/8HSS6x4x3/825FR2 HSS6x4x 3/8 25FR1 HSS6x6x 3/8 20B4 W6x15 20B5 W6x15 20B1 (+11/2) W6x12 20B3 HSS4x4x3/8 20B2 W6x12 21FR6 21FR5 21FR1 21FR2 22FR3 23FR1 22FR6 22FR3 22FR5 22FR4 21FR3 21FR4 22FR1 22FR2 23-85/8 13-9 5-85/8 1-57/8 14-85/8 2-0 7-1013/1612-25/16 20-31/16 16-01/2 1-13/4 1-10 4-91/8 4-91/8 6-4 64-91/2 40-9 55/8 5-65/8 5-65/8 3 71/2 15-31/2 15-31/2 15-63/8 71/2 4-53/8 71/2 5-65/8 REF 3-S REF 3-T U.9 1 1 ES2 OPENING 3-3x2-61/2 OPENING 3-3x2-61/2 OPENING 2-21/4x2-87/8 E11 REF 3-9 E-S OPENING 2-03/4x11 1/8 ES2 FRAME INSTALLATION OPENING AFTER CUT ANGLE TO SUIT ERECTOR NOTE: E6 CFMF WALLS OPENING 2'-101/2"x1'-71/4" REF 3-2 E-S T.O. JOIST: 747-2 1/2 12" ECO-SPAN JOISTS OPENING 4-11x2-2 7/8 OPENING 4-11x1-1 7/8 T.O. JOIST: 747-2 1/2 12" ECO-SPAN JOISTS ES2 T.O. JOIST: 747-2 1/2 12" ECO-SPAN JOISTS E-S REF 3-R REF 3-L REF 3-O REF 3-Q OPENING 4'-11"x1'-1 " OPENING 4'-11"x1'-1 7/8" T.O. JOIST: 747-2 1/2 12" ECO-SPAN JOISTS OPENING 2'-41/2"x0'-87/8" OPENING 4'-11"x1'-1 7/8" TYP B/E E-S TYP B/E E11 ES2 E-S ES2 E11 2 3 (+11/2) W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION STRUCTURAL FRAMING PLAN BUILDING 3 - SIXTH F LOOR E-S TOP OF STEEL TO BE EL. 746'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 746'-10" TOP OF SLAB TO BE EL. 747'-6" ES2 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN CUSTOMER :KLB APR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S09 E12 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SIXTH FLOOR RAC APR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E11 FOR CONTINUATION BREAKLINE SEE E11 FOR CONTINUATION BREAKLINE FIELD W ELDING DETAIL ON E11 SEE TYPICAL ROOF FRAME ERECTOR NOTE: 1 May 23 2023 DIMS REV'D PER APPROVAL No.DATE DESCRIPTION 22FR6 22FR5 23FR2 24FR1 24FR3 24FR4 40-17/8 24-13/4 5-65/8 8-01/8 5-65/8 71/2 15-31/2 15-31/2 15-31/2 24-13/4 15-31/2 4-93/4 15-01/8 1-103/8 5-91/2 2-99/16 1-15/16 71/2 5-65/8 14-41/4 2-2 20-81/8 REF 3-D REF 3-1 REF 3-C REF 3-5 REF 3-L REF 3-2 REF 3-F REF 3-H REF 3-A REF 3-3 OPENING 8'-0"x2'-77/8" TYP CFMF WALLS OPENING 4'-11"x1'-1 7/8" OPENING 4'-11"x1'-1 7/8" OPENING 3'-71/2"x1'-10" E-S E-S T.O. JOIST: 747-2 1/2 12" ECO-SPAN JOISTS E-S OPENING 4'-11"x1'-1 7/8" T.O. JOIST: 747-2 1/2 12" ECO-SPAN JOISTS OPENING 2'-2"x2'-1" ES2 W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION STRUCTURAL FRAMING PLAN BUILDING 3 - SIXTH FLOOR E-S TOP OF STEEL TO BE EL. 746'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 746'-10" TOP OF SLAB TO BE EL. 747'-6" ES2 24FR2 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 1/4 1/4 1/4 1/4 1/8 3 MIN1/8 3 MIN 1/8 3 MIN 1/8 3 MIN CUSTOMER :KLB APR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S10 E13 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SEVENTH FLOOR GS APR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E14 FOR CONTINUATION BREAKLINE SEE E14 FOR CONTINUATION BREAKLINE REF: BEARDSLEY 10/S5.01 SECTION E13 1 FORMED SYSTEM BUILT-UP COLD ELEV: 756-11 1/2 W 6x12 FORMED SYSTEM BUILT-UP COLD E13 SECTION REF: 6/S5.101 3 ELEV: 756-10 HSS4x4x 3/8 4 E13 OR LDM HSS HEADER 12" ECO-SPAN JOIST ROOF FRAME L5x31/2x5/16 OR DECK/JOIST ANGLE LDM HSS HEADER FIELD W ELDING DETAIL TYPICAL ROOF FRAME 5/16" STIFF E13 W 6x12 REF: BEARDSLEY 10/S5.01 SECTION2 FORMED SYSTEM BUILT-UP COLD ELEV: 756-11 1/2 1 May 23 2023 DIMS REV'D PER APPROVAL No.DATE DESCRIPTIONHSS6x6x3/8HSS6x6x3/8HSS6x4x3/8HSS6x4x3/8HSS6x6x3/8 20B4 W6x15 20B5 W6x15 HSS6x4x 3/8 20B1 (+11/2) W6x12 20B3 HSS4x4x3/8 20B2 W6x12 21FR6 21FR5 21FR1 21FR2 22FR3 23FR1 22FR6 22FR3 22FR5 22FR4 21FR3 21FR4 22FR1 22FR2 5-85/8 14-85/8 1-57/8 13-9 23-85/8 7-1013/16 1-10 16-01/2 4-91/8 20-31/16 64-91/2 2-0 1-13/4 12-25/16 6-4 4-91/8 40-9 6-4 55/8 71/2 5-65/8 5-65/8 3 71/2 15-31/2 15-63/8 15-31/2 71/2 5-65/84-53/8 T.O. JOIST: 757-2 1/2 12" ECO-SPAN JOISTS T.O. JOIST: 757-2 1/2 12" ECO-SPAN JOISTS OPENING 4-11x1-1 7/8 T.O. JOIST: 757-2 1/2 12" ECO-SPAN JOISTS ES2 E-S OPENING 4-11x2-2 7/8 1 OPENING 3-3x2-61/2 REF 3-9 E-S REF 3-S 1 OPENING 2-03/4x11 1/8 REF 3-T FRAME INSTALLATION OPENING AFTER CUT ANGLE TO SUIT ERECTOR NOTE: ES2 OPENING 2'-101/2"x1'-71/4" E-S ES2 E6 CFMF WALLS REF 3-2 OPENING 3-3x2-61/2 OPENING 2-21/4x2-87/8 U.9 E13 E-S TOP OF STEEL TO BE EL. 756'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 756'-10" TOP OF SLAB TO BE EL. 757'-6" ES2 W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION STRUCTURAL FRAMING PLAN BUILDING 3 - SEVENTH FLOOR REF 3-L REF 3-O REF 3-Q OPENING 4'-11"x1'-1 8" OPENING 4'-11"x1'-1 7/8" T.O. JOIST: 757-2 1/2 12" ECO-SPAN JOISTS OPENING 4'-11"x1'-1 7/8" TYP B/E REF 3-R TYP B/E E13 E-S 2 3 (+11/2) ES2 ES2 E13 E-S OPENING 2'-41/2"x0'-87/8" 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN CUSTOMER :KLB APR 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S10 E14 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SEVENTH FLOOR RAC APR 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E13 FOR CONTINUATION BREAKLINE SEE E13 FOR CONTINUATION BREAKLINE FIELD W ELDING DETAIL ON E13 SEE TYPICAL ROOF FRAME ERECTOR NOTE: 1 May 23 2023 DIMS REV'D PER APPROVAL No.DATE DESCRIPTION 22FR6 22FR5 23FR2 24FR1 24FR3 24FR2 24FR4 40-17/8 5-65/8 24-13/4 71/2 8-01/8 5-65/8 15-31/2 15-31/2 15-31/2 5-91/2 4-93/4 15-01/8 1-103/8 24-13/4 15-31/2 1-15/16 2-99/16 71/2 5-65/8 14-41/4 2-2 20-81/8 E-S T.O. JOIST: 757-2 1/2 12" ECO-SPAN JOISTS REF 3-A OPENING 8'-0"x2'-77/8" REF 3-5 REF 3-L REF 3-2 REF 3-F REF 3-H REF 3-3 E-S OPENING 4'-11"x1'-1 7/8" OPENING 4'-11"x1'-1 7/8" OPENING 3'-71/2"x1'-10" TYP CFMF WALLS STRUCTURAL FRAMING PLAN BUILDING 3 - SEVENTH FLOOR E-S W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION ES2 TOP OF STEEL TO BE EL. 756'-10" UNLESS NOTED OTHERW ISE (±) FROM EL. 756'-10" TOP OF SLAB TO BE EL. 757'-6" REF 3-1 REF 3-C REF 3-D T.O. JOIST: 757-2 1/2 12" ECO-SPAN JOISTS OPENING 4'-11"x1'-1 7/8" ES2 OPENING 2'-2"x2'-1" E-S 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN1/8 3 MIN1/8 3 MIN 5/16 INSIDE PROFILE B/E 1/4 1/4 1/4 1/4 1/4 1/4 1/4 CUSTOMER :KLB JUN 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S11 E15 4 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3B - STRUCTURAL FRAMING - ROOF GS JUN 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E16 FOR 3A EIGHTH FLOOR BREAKLINE REF: BEARDSLEY 10/S5.01 SECTION E15 1 FORMED SYSTEM BUILT-UP COLD ELEV: 766-11 1/2 W 6x12 SEE E16 FOR 3A EIGHTH FLOOR BREAKLINE TO COLD FORM LDM FIELD W ELDING DETAIL. SEE 4/E15 FOR TYPICAL ROOF OPENING STEEL TO JOIST FIELD W ELDING DETAIL. SEE 3/E15 FOR TYPICAL ROOF OPENING STEEL ERECTOR NOTE: E15 3 12" ECO-SPAN JOIST CUT TO SUIT IN FIELD SUPPORT STEEL FLOOR OPENING L5x31/2x5/16 33A1 TO JOIST FIELD W ELDING DETAIL TYPICAL FLOOR OPENING STEEL REF: RFI-0258-01 5/16" STIFF NS WALL w/ LDM COLD FORM PANEL L2x2x1/4 FS CUT TO SUIT IN FIELD L5x31/2x5/16 33A1 w/ LDM PANEL WALL COLD FORM 4 E15 COORDINATED W ITH BEARDSLEY COLD FORM LDM FIELD W ELDING DETAIL TYPICAL FLOOR OPENING STEEL TO 33A2 L3x3x3/8 33A3 33P1 1 Jul 24 2023 FOR RE-APPROVAL 2 Aug 2 2023 FOR FIELD USE 3 Aug 23 2023 ROOF OPENINGS ADDED 4 Sep 11 2023 FOR FIELD USE No.DATE DESCRIPTION 27B1 W6x1230C330C329C130C328C130C228C228C228C228C329C129C229C229C229C328C229C430C127M1C8x13.75 27M2 C8x13.75 27M3 C8x13.75 27P1 27P1 27M4 C8x13.75 27M5 C8x13.75 27M2 C8x13.75 27M2 C8x13.75 27M5 C8x13.75 27M2 C8x13.75 27M2 C8x13.75 64-91/2 6-4 40-9 6-4 14-85/8 24-13/4 6-2 6-6 6-6 6-2 6 2-105/8 8-4 5-8 7-0 7-0 7-0 7-0 7-0 1-53/4 24-23/4 1-51/4 4-3 5-81/2 1-35/8 1-01/2 REF 3-R CFMF WALLS SEE SECTIONS FOR TOP OF STEEL ELEVATIONS TOP OF SLAB TO BE EL. 767'-6" W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION ES2 REF 3-2 E-S STRUCTURAL FRAMING PLAN BUILDING 3B - ROOF U.9 ES2 E15 E-S ES2 E6 T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS ES2 E-S REF 3-9 T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS REF 3-S 1 E-S 1 REF 3-T T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS ES2 REF 3-1 1 E18 PERP TO JOISTS TYP SCREEN WALL E18 2 PARALLEL TO JOISTS TYP SCREEN WALL E18 4 E18 3 E18 3 5 E18 (TYP 18 PLCS) SCREEN WALL POST HSS4x4x 5/16 GALV (FROM AVD5) TYP 3 PLCS EP27TYP 3 PLCS OPENING 16x28 OPENING 18x28 OPENING 24x30 E15 230C330C329C130C328C130C228C228C228C228C329C129C229C229C229C328C229C430C131B431B5 31B3 31B3 31B3 31B1 31B3 31B3 31B3 31B3 31B3 31B2 31B1 31B1 31B2 31B1 31B2 6-2 6-6 6-6 2-105/8 7-0 7-0 7-0 6 6-2 8-4 7-0 7-0 5-8 REF 3-2 REF 3-T (TYP 18 PLCS) SCREEN WALL POST HSS4x4x 5/16 GALV (TYP 17 PLCS) SCREEN WALL BEAM HSS4x4x 5/16 GALV TOP OF STEEL ELEV TO BE 775'-5 1/2" FRAMING PLAN BUILDING 3B - SCREEN W ALL 7 POST CONN TYP BEAM TO E18 1/4 2 EXTERIOR CORRUGATED REDICOR ON REDICOR 3/16 BENT PL CONC WALL REDICOR E15 SECTION CUT TO SUIT IN FIELD L5x31/2x5/16 33A1 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN 1/8 3 MIN 1/4 1/4 5/16 12 5/16 12 1/8 3 MIN1/8 3 MIN 5/16 INSIDE PROFILE B/E 1/4 CUSTOMER :KLB AUG 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S11 E16A 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - EIGHTH FLOOR GS AUG 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E16B FOR CONTINUATION BREAKLINE SEE E16B FOR CONTINUATION BREAKLINE REF: BEARDSLEY 10/S5.01 SECTION E16 1 FORMED SYSTEM BUILT-UP COLD ELEV: 766-11 1/2 W 6x12 FORMED SYSTEM BUILT-UP COLD E16 SECTION REF: 6/S5.101 2 ELEV: 766-10 HSS4x4x 3/8 TO JOIST FIELD W ELDING DETAIL 5/E16 SEE TYPICAL FLOOR OPENING STEEL ERECTOR NOTE:5 E16 12" ECO-SPAN JOIST TO JOIST FIELD W ELDING DETAIL TYPICAL FLOOR OPENING STEEL REF: RFI-0258-01 CUT TO SUIT IN FIELD SUPPORT STEEL FLOOR OPENING L5x31/2x5/16 32A1 HOLD FOR COORD. W ITH BEARDSLEY 1 Sep 11 2023 FOR FIELD USE No.DATE DESCRIPTIONHSS6x4x3/8HSS6x4x3/8HSS6x4x3/8 20B7 W6x15 20B6 W6x15 32B2 (-11/2) HSS4x4x3/8 32B1 W6x12 15-31/2 71/2 15-63/8 2-99/16 15-31/2 5-65/84-53/8 71/2 8-01/8 15-31/2 55/8 5-65/8 5-65/8 15-31/2 71/2 15-01/8 E-S T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS TYP B/E ES2 REF 3-R ES2 ES2 TYP CFMF WALLS 2 E16 E-S TOP OF STEEL TO BE EL. 766'-11 1/2" UNLESS NOTED OTHERW ISE (±) FROM EL. 766'-11 1/2" TOP OF SLAB TO BE EL. 767'-6" STRUCTURAL FRAMING PLAN BUILDING 3A - EIGHTH F LOOR TYP B/E W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION 1 OPENING 2'-41/2"x0'-87/8" ES2 E16 OPENING 4'-11"x1'-1 7/8" E-S OPENING 4'-11"x1'-1 7/8" 1 REF 3-Q E-S REF 3-F E6 OPENING 4'-11"x1'-1 7/8" T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS OPENING 8'-0"x2'-77/8" E-S REF 3-L REF 3-H REF 3-O (-11/2) (-11/2) (-11/2) 3 TYPE16 3 TYPE16 4 TYP E16 3 E16 TYP 4 E16 32P1 1/4 1/4 CUT TO SUIT IN FIELD L5x31/2x5/16 32A1 PL1/4x5x1-6 PANEL WALL COLD FORM TO STUDS & TOP TRACK CONNECT W ITH #14 SCREW S TW O COLD FORM STUDS SPAN PLATE BETW EEN COLD FORM STUD COLD FORM TOP TRACK E16 SECTION3 COORDINATED W ITH BEARDSLEY 4" O.C. (2) #14 SCREW S @ (5) #14 SCREW S 32A2 L3x3x3/8 32A3 32P2 1/4 1/4 1/4 1/4 1/4 1/4 CUT TO SUIT IN FIELD L5x31/2x5/16 32A1 w/ LDM PANEL WALL COLD FORM L2x2x1/4 FS 5/16" STIFF NS WALL w/ LDM COLD FORM PANEL SECTION4 E16 COORDINATED W ITH BEARDSLEY 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN CUSTOMER :KLB AUG 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S11 E16B 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - EIGHTH FLOOR GS AUG 2023 SEE E16A FOR CONTINUATION BREAKLINE SEE E16A FOR CONTINUATION BREAKLINE TO JOIST FIELD W ELDING DETAIL 5/E16 SEE TYPICAL FLOOR OPENING STEEL ERECTOR NOTE: 1 Sep 11 2023 FOR FIELD USE No.DATE DESCRIPTION 14-41/4 5-65/8 71/2 24-13/4 15-31/2 20-81/8 2-2 40-17/8 24-13/4 5-65/8 15-31/2 5-91/2 4-93/4 1-103/8 1-15/16 OPENING 3'-71/2"x1'-10" REF 3-C ES2 E-S T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS OPENING 4'-11"x1'-1 7/8" REF 3-1 REF 3-D OPENING 2'-2"x2'-1" REF 3-3 REF 3-F OPENING 4'-11"x1'-1 7/8" REF 3-A REF 3-5 REF 3-2 T.O. JOIST: 767-2 1/2 12" ECO-SPAN JOISTS 3 TYPE16 4 E16 TYP B/E 4 E16 13/4 21/2 41/2 8 31/2 31/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN 1/4 1/4 1/8 3 MIN 1/8 3 MIN INSIDE PROFILE B/E 1/4 5/16 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 CUSTOMER :KLB AUG 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S12 E17A 2 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3A - STRUCTURAL FRAMING - ROOF GS AUG 2023 ALL N BOLTS REQUIRED TO BE SNUG TIGHT ONLY. ALL BOLTS TO BE 3/4"Ø A325N TC U.N.O. FIELD BOLTING PROCEDURE ALL ANGLE SHAPES TO BE A36 ALL CHANNEL SHAPES TO BE A572 GR.50 ALL HSS SHAPES TO BE A500 GR.C ALL W IDE FLANGE SHAPES TO BE A992 GR.50 MATERIAL: SEE E17B FOR CONTINUATION BREAKLINE SEE E17B FOR CONTINUATION BREAKLINE TO JOIST FIELD W ELDING DETAIL 5/E17A SEE TYPICAL FLOOR OPENING STEEL ERECTOR NOTE: SECTION1 REF: BEARDSLEY 10/S5.01 FORMED SYSTEM BUILT-UP COLD E17 SECTION REF: 6/S5.101 2 ELEV: 767-10 E17 HSS4x4x 3/8 ELEV: 767-11 1/2 W 6x12 FORMED SYSTEM BUILT-UP COLD 12" ECO-SPAN JOIST 5 E17 TO JOIST FIELD W ELDING DETAIL TYPICAL ROOF OPENING STEEL REF: RFI-0258-01 CUT TO SUIT IN FIELD SUPPORT STEEL ROOF OPENING L5x31/2x5/16 34A1 COORDINATED W ITH BEARDSLEY 3 SECTION E17 PANEL WALL COLD FORM PL1/4x5x1-6 COLD FORM TOP TRACK COLD FORM STUD CUT TO SUIT IN FIELD L5x31/2x5/16 34A1 TO STUDS & TOP TRACK CONNECT W ITH #14 SCREW S TW O COLD FORM STUDS SPAN PLATE BETW EEN 34P2 L3x3 TO PASS THROUGH TO BE NOTCHED TO ALLOW CFMF TOP TRACK FLANGES ERECTOR NOTE: 2 2 1 Nov 27 2023 FOR FIELD USE 2 Dec 12 2023 REVISED FOR FIELD USE No.DATE DESCRIPTION 34B1 W6x12 34B2 (-11/2) HSS4x4x3/836C136C236C336C236C237C137C237C237C237C237C237C237C237C237C237C237C237C336C236C236C336C138C137C237C237C237C237C237C237C237C238C234M1 C8x13.75 34M1 C8x13.75 34M1 C8x13.75 34M2 C8x13.75 34M2 C8x13.75 34M3 C8x13.75 34M4 C8x13.75 34M5 C8x13.75 35M1 C8x13.75 35M4 C8x13.75 35M3 C8x13.75 35M2 C8x13.75 35M10 C8x13.7535M5 C8x13.75 35M5 C8x13.75 34M2 C8x13.75 34M2 C8x13.75 35M6 C8x13.75 34M2 C8x13.75 35M8 C8x13.75 34M2 C8x13.75 35M9 C8x13.75 34M1 C8x13.75 34B3 W 8x24 35M7 C8x13.75 34M4 C8x13.75 15-31/2 15-63/8 15-31/2 15-31/2 15-31/2 15-31/2 6-6 6-6 6-6 6-6 6-6 6-6 6-6 6-6 6-6 5-9 6-6 6-6 6-6 5-61/2 6-9 7-21/2 6-9 6-3 6-6 4-6 5-3 5-3 4-6 6-6 10-35/8 5-81/8 4-6 5-3 5-3 4-6 6-6 10-35/8 3-71/4 1-61/4 5-01/2 5-01/2 1-61/4 5-01/2 1-61/4 3-21/4 5-3 5-3 3-13/4 11/4 1-61/8 1-61 3-3 5-6 5-0 (+4-21/2) ES2 E-S T.O. JOIST: 777-2 1/2 12" ECO-SPAN JOISTS TYP CFMF WALLS E-S TOP OF STEEL TO BE EL. 776'-11 1/2" UNLESS NOTED OTHERW ISE (±) FROM EL. 776'-11 1/2" TOP OF SLAB TO BE EL. 777'-6" STRUCTURAL FRAMING PLAN BUILDING 3A - ROOF W ITH 31/2" NW C TOPPING (61/2" TOTAL) INDICATES SPAN DIRECTION OF 3" 18 GA METAL DECK W ITH 1.0" METAL DECK + 2 1/2" NW C (31/2" TOTAL) INDICATES SPAN DIRECTION OF ECO-SPAN JOIST SYSTEM INDICATES SHEAR PLATE LOCATION 2 REF 3-R TYP B/E ES2 ES2 E17 ES2 REF 3-O REF 3-Q REF 3-H E-S REF 3-D REF 3-F E-S T.O. JOIST: 777-2 1/2 12" ECO-SPAN JOISTS REF 3-L TYP B/E 1 E17TYP B/E SIM 1 E17 HOIST BEAM REF 3-1 OPENING 16x26 OPENING 16x26 OPENING 16x26 3 E17 TYP OPENING 16x26 OPENING 30x40 OPENING 16x26 E18 3 E18 3 PERP TO JOISTS TYP SCREEN WALL E18 1 E18 TO JOISTS PARALLEL WALL TYP SCREEN 237C234M1 C8x13.75 4 E17 6 E17 6 E17 21/2 31/2 8 2 6 1/4 1/4 (2" MAX EMBED) w/(2) 3/8"Ø HILTI KB-TZ2 PL3/8x5x1-0 (CTR'D ON ANGLE) CONCRETE LDM DETAIL TYPICAL FLOOR OPENING STEEL TO 4 34P1 CONCRETE LDM CUT TO SUIT IN FIELD L5x31/2x5/16 34A1 E17 REF: RFI-314 1 MIN. TYP TYP 1/4 2" MIN 1/4 2" MIN 1/4 TYP B/E KICKER1/4 TYP1/4 1/4 TYP1/4 2 1/4 2 TYP1/4 1/4 E17 CUT TO SUIT 35P2 SEE PLAN FOR MARKS HSS4x4x 5/16 GALV 35A1 35A1 JOIST ECOSPAN L3x3x1/4 6 SEE PLAN FOR MARKS (CTR'D ABOUT POST) C8x13.75 CUT TO SUIT IS PARALLEL TO JOISTS AND LDM DETAIL W HEN SCREEN WALL PL1/4x4x4 L3x3x1/4 CFS WALL STUD HSS6x4 LDM AND REF: SSK-011 - 1 13/4 21/2 41/2 1/4 1/4 1/8 3 MIN1/8 3 MIN1/41/4 5/16 12 5/16 12 1/41/41/41/4 1/8 3 MIN1/8 3 MIN CUSTOMER :KLB AUG 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S2.0S12 E17B 1 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3A - STRUCTURAL FRAMING - ROOF GS AUG 2023 SEE E17A FOR CONTINUATION BREAKLINE SEE E17A FOR CONTINUATION BREAKLINE TO JOIST FIELD W ELDING DETAIL 5/E17A SEE TYPICAL FLOOR OPENING STEEL ERECTOR NOTE: L3x3 TO PASS THROUGH TO BE NOTCHED TO ALLOW CFMF TOP TRACK FLANGES ERECTOR NOTE: 1 Nov 27 2023 FOR FIELD USE No.DATE DESCRIPTION 24-13/4 15-31/2 40-17/8 24-13/44-93/4 5-01/2 1-61/4 4-91/4 1-103/8 2-51/2 3-11 13-6 4-8 0 GUARDRAIL HSS13/4x13/4x3/16 REF 3-C TYP CFMF WALLS REF 3-1 T.O. JOIST: 777-2 1/2 12" ECO-SPAN JOISTS REF 3-A REF 3-2 REF 3-D REF 3-5 REF 3-3 T.O. JOIST: 777-2 1/2 12" ECO-SPAN JOISTS OPENING 16x26 OPENING 24x30 REF 3-B 38FR1 35M11 C8x13.75 1 E17B 1 MIN. TYP 1/4 TYP1/4 2" MIN 1/4 2" MIN TYP 1/4 2 1/4 2 E17B POST IS PERPENDICULAR TO JOISTS TYPICAL DETAIL W HEN HANDRAIL CUT TO SUIT HSS13/4x13/4x3/16 38FR1 JOIST ECOSPAN SEE PLAN FOR MARKS (CTR'D ABOUT POST) C8x13.75 35A1 - 3A REF: 9/S5.100 1 L3x3x1/4 CUSTOMER :KLB JUN 2023 REF DW G: Phone : (315) 479-6693 W ELLIVER McGUIRE 22072 S5.100, S2.0S12 E18 6 213 Teall Avenue. CHECKER: DATE: PROJECT : Job No.DRAFTER: DATE: Raul l i & Sons, Inc. ITHACA, NEW YORK DW G No. REVISIONS: Syracuse, N.Y. 13210-1291 CATHERINE COMMONS Fax : (315) 479-5514 BUILDING 3 - STRUCTURAL FRAMING - SCREEN WALL SECTIONS GS JUN 2023 6 1 Jul 24 2023 FOR RE-APPROVAL 2 Aug 2 2023 FOR FIELD USE 3 Aug 30 2023 FOR 3A SCREEN WALL APPROVAL 4 Nov 27 2023 REVISED FOR FIELD USE 5 Dec 12 2023 REVISED FOR FIELD USE 6 Dec 13 2023 REVISED PER FIELD INFO No.DATE DESCRIPTION L3x3x1/4 1 MIN. TYP 1/4 TYP1/4 2" MIN 1/4 2" MIN TYP 1/4 2 1/4 2 SEE PLAN FOR MARKS (CTR'D ABOUT POST) C8x13.75 CUT TO SUIT SEE PLAN FOR MARKS HSS4x4x 5/16 GALV JOIST ECOSPAN WALL IS PERPENDICULAR TO JOISTS TYPICAL DETAIL W HEN SCREEN E18 1 REF: 4/S5.100 27A1 - 3B 35A1 - 3A 1 MIN. TYP TYP1/4 2 1/4 2 TYP 1/4 2" MIN 1/4 2" MIN 1/4 TYP B/E KICKER1/4 TYP1/4 1/4 REF: 5/S5.100E18 CUT TO SUIT SEE PLAN FOR MARKS HSS4x4x 5/16 GALV 2 JOIST ECOSPAN WALL IS PARALLEL TO JOISTS TYPICAL DETAIL W HEN SCREEN SEE PLAN FOR MARKS (CTR'D ABOUT POST) C8x13.75 L3x3x1/4 L3x3x1/4 CUT TO SUIT PL1/4x4x4 INSTALL PRIOR TO CONCRETE SLAB POUR. DECK W ITH MIN OF 4 SHEARFLEX SCREW S. UNDERSIDE OF DECK. FASTEN TO OF HSS POST. INSTALL FLUSH W ITH LOW DECK FLUTE TO CENTERLINE ALIGN THIS L3x3 W ITH NEAREST 27A1 - 3B 35A1 - 3A 27A1 - 3B 35A1 - 3A 27P2 - 3B 35P2 - 3A 61/2 SEE PLAN FOR MARKS HSS4x4x 5/16 GALV GR.50 PL1/2x12x1-0 TOP OF 3B ROOF SLAB - ELEV: 767'-6" TOP OF 3A ROOF SLAB - ELEV: 777'-6" ES2 SLAB (4) 1/2"Ø THRU-BOLTS WALL POST FASTENS TO ES2 TYPICAL DETAIL W HEN SCREEN 3 E18 REF: 6/S5.100 27P1 - 3B 35P1 - 3A 29C4 HSS4x4x 5/16 3 SIDES TYP 1/4 1/4 HSS6x4 LDM ELEV: 766'-10" TOP OF LDMS REF: RFI-0253-00 SECTION4 E18 GALV 1/4 REDICOR WALL (FROM AVD5) PL1/2x10x0-10 EP27 SEE PLAN FOR MARKS HSS4x4x 5/16 GALV REF: RFI-0166-00, 4/S5.001 5 SECTION E18 ELEV: 767'-6" TOP OF PLATE 7 BEAM TO POST CONNECTION TYPICAL SCREEN WALL E18 SEE PLAN FOR MARKS HSS4x4x 5/16 GALV SEE PLAN FOR MARKS HSS4x4x 5/16 GALV SEE PLAN FOR MARKS HSS4x4x 5/16 GALV TYP EACH END OF BEAM w/(2)3/4"Ø A325N BOLTS 3/4" PLATE TOP & BTM36C136C236C336C236C237C137C237C237C237C237C237C237C237C237C237C237C237C336C236C236C336C138C137C237C237C237C237C237C237C237C238C239B139B239B239B139B3 39B3 39B3 39B3 39B3 39B3 39B3 39B3 39B3 39B3 39B4 39B5 39B11 39B339B139B239B2 39B3 39B6 39B7 39B8 39B7 39B9 39B3 39B3 39B3 4-6 5-3 5-3 4-6 6-6 10-35/8 5-81/8 6-6 6-6 6-6 6-6 6-6 6-6 6-6 6-6 6-6 5-9 4-6 5-3 5-3 4-6 6-6 6-6 6-6 6-6 5-61/2 6-9 7-21/2 6-9 6-3 6-6 3-3 5-6 5-0 (TYP 32 PLCS) SCREEN WALL POST HSS4x4x 5/16 GALV (TYP 30 PLCS) SCREEN WALL BEAM HSS4x4x 5/16 GALV REF 3-R REF 3-1 TOP OF STEEL ELEV TO BE 785'-5 1/2" FRAMING PLAN BUILDING 3A - SCREEN W ALL POST CONN TYP BEAM TO 7 E1837C239B1039A18 E18(-9)36C2 HSS4x4x 5/16 37C1 HSS4x4x 5/16 37C2 HSS4x4x 5/1639A1L3x3x1/439P1 PL3/8x4 39P1 PL3/8x411/221/211/221/28-91/2CORNER OF HSS TO CORNER OF HSS21/211/211/221/26-6 6-68-73/81/4 1/4 1/4 1/4 8 AT SCREEN WALL POSTS ANGLE BRACE E18 REF: SSK-011 - 2 BILL OF MATERIALJOBNo. No. OFPIECES SHAPE LENGTH FT IN MARK REMARKS PAGE & ITEM WEIGHT Phone : (315) 479-6693 Fax : (315) 479-5514 Raulli & Sons, Inc. 213 Teall Avenue. Syracuse, N.Y. 13210-1291 AVD2 CHECKER: W ELLIVER McGUIRE PROJECT : ITHACA, NEW YORK Raulli & Sons, Inc. CATHERINE COMMONS KLB 22072 DATE: NOV 22 Job No. 213 Teall Avenue. Syracuse, N.Y. 13210-1291 Fax : (315) 479-5514 DWG No. Phone : (315) 479-6693 DATE: CUSTOMER :DRAFTER: NOV 22 GS BUILDING 3 ONE EMBED PLATE EP17 1 PL1/2x6 EP1706 4 1/2"Ø HEADED STUD 'x'0 6 W ELDED 1 1 BILL OF MATERIAL No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY ONE EMBED PLATE EP17 6 1/2 64 1 1 4 TYP 4 PLCS 'x' 'x' KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 NOV 20223/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E1REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 1 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 1 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS GS NOV 2022 BUILDING 3 2 ANGLE 1A1 2 L6x4x3/8 1A1300 1 2 ONE ANGLE 1A2 1 L4x4x3/8 1A266 FIELD BOLTS 7 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE ANGLE 1A3 1 L4x4x3/8 1A376 FIELD BOLTS 8 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE ANGLE 1A4 1 L4x4x3/8 1A4266 1 L4x4x3/8 aa110 FIELD BOLTS 27 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE ANGLE 1A5 1 L4x4x3/8 1A5280 FIELD BOLTS 29 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE ANGLE 1A6 1 L4x4x3/8 1A647 FIELD BOLTS 5 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE ANGLE 1A7 1 L4x4x3/8 1A740 FIELD BOLTS 5 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE ANGLE 1A8 1 L4x4x3/8 1A848 FIELD BOLTS 5 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE FRAME 1FR1 2 L5x31/2x5/16 ab1285/16 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ac1203/4 1 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jan 26 2023 FOR SHOP No.DATE DESCRIPTION 2 ANGLES 1A1 L6x4x3/8 x 30-0 11 5/8 11 3/4 11 3/4 11 5/8 11 5/8 ONE ANGLE 1A2 4 L4x4x3/8 x 6-6 11 5/8 21/2 15/16 11 11 /16 11 11 /16 11 11 /16 11 7/8 11 11 /16 11 11 /16 11 11 /16 21/2 ONE ANGLE 1A3 4 L4x4x3/8 x 7-6 15/16 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 11 11 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 21/2 8 21/2 1-L aa1 ONE ANGLE 1A4 15/16 4 L4x4x3/8 x 26-6 4 4 1-0 1/4 NOTE 15/16 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 10 10 10 10 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 ONE ANGLE 1A5 4 L4x4x3/8 x 28-0 NOTE 21/2 15/16 11 3/4 11 3/4 11 3/4 11 3/4 ONE ANGLE 1A6 4 L4x4x3/8 x 4-7 21/2 15/16 10 10 10 10 21/2 ONE ANGLE 1A7 4 L4x4x3/8 x 4-0 15/16 1-0 1-0 1-0 1-0 ONE ANGLE 1A8 4 L4x4x3/8 x 4-8 21/2 15/16 AA BB Section A-A 1FR1 Section B-B 1FR1 ONE FRAME 1FR1 31/2 2-83/8 31/2 1-75/16 1/4 TYP 5 INSIDE PROFILE B/E 1/4 TYP3/16 ab1 ab1 ad1 ad1 ad1 ad1 ac1 FS ac1 NS 5/16 TYP 5/16 TYP ab1 ab1 ad1 ad1 ac1 ad1 ad1 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 NOV 20223/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E1REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 2 CATHERINE COMMONS 2 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 2 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS GS NOV 2022 BUILDING 3 NO PAINT ONE ANGLE 2A1 1 L4x4x3/8 2A1208 FIELD BOLTS 21 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 1 1 ONE BEAM 2B1 1 W6x12 2B1621/2 1 1 ONE BEAM 2B2 1 W6x12 2B2311/4 1 PL3/8x4 pa2041/2 2 3/4 Dia A325 0 13/4 FIELD BOLTS 2 3/4 Dia A325 0 13/4 1 1 ONE BEAM 2B3 1 HSS4x4x3/8 2B3707/16 1 1 ONE FRAME 2FR1 2 L6x31/2x5/16 ad104 1 L5x31/2x5/16 aa2181/16 1 1 ONE FRAME 2FR2 2 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ab2339/16 1 L5x31/2x5/16 ac2339/16 2 L5x31/2x5/16 ad2171/8 2 PL5/16x3 pb2043/16 1 1 ONE FRAME 2FR3 2 L6x31/2x5/16 ad104 1 L5x31/2x5/16 af2351/4 1 L5x31/2x5/16 ag2311/2 1 PL5/16x3 pb2043/16 1 1 ONE FRAME 2FR4 4 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ah22107/16 1 L5x31/2x5/16 ak2121/8 1 1 ONE BEAM 2B4 1 HSS4x4x3/8 2B47015/16 1 1 3 PLATE 2P1 3 PL1/2x8 2P1010 A572 GR.50 FIELD BOLTS 12 1/2Ø HILTI KB-TZ2 0 41/2 31/4" EMBED 1 3 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jan 26 2023 FOR SHOP 2 Jun 16 2023 2B3 REV'D, 2B4 2P1 ADDED No.DATE DESCRIPTION ONE ANGLE 2A1 4 L4x4x3/8 x 20-8 20 SPCS @ 1-0 = 20-0 21/2 15/16 ONE BEAM 2B1 7 NO PAINT BTM FLG 7NO PAINT BTM FLG W 6x12 x 6-21/2 11/2 2-11 3/4 21/2 13/4 13/4 21/2 (1-W 6x12x3-11/4) 3-11/4 (P/P 3-2 1/4)(-1) ONE BEAM 2B2 13/16x1 IN PLATE 1 4 21/2 (S.B.F.T.) w/(2)3/4Øx13/4 A325 BOLTS 1-FL pa2 FS ONE BEAM 2B3 11/2 NO PAINT ALL AROUND NO PAINT ALL AROUND 11/2 HSS4x4x 3/8 x 7-07/16) ONE FRAME 2FR1 5/16 TYP 31/2 L5x31/2x5/16 x 1-81/16 31/2 1/4 1/2 5 TYP3/16 ad1 ad1 ad1 ad1 aa2 aa2 AA BB Section A-A 2FR2 Section B-B 2FR2ONE FRAME 2FR2 3-39/16 31/2 31/2 1-71/8 31/2 101/2 1-11 1/4 TYP 5/16 5/16 21/8 21/8 INSIDE PROFILE B/E TYP1/4 TYP 3/16 TYP 1/4 1/4 ad1 ad1 ad2 ad2 ac2 ab2 ad2 FS ad1 ad2 FS ad2 NS ad1 ad2 NS pb2 FS pb2 NS 41/2 CUT 1/2 CUT 41/2 CUT 1/2 CUT ab2 ac2 AA 1-L ag2 Section A-A 2FR3 ONE FRAME 2FR3 B B 31/2 3-51/4 31/2 2-69/16 41/2 CUT 1/2 CUT 1/4 TYP 5 21/8 INSIDE PROFILE 1/4 TYP 3/16 TYP 1/4 1/4 af2 ag2 Section B-B 2FR3 ag2 NS ad1 ad1 af2 pb2 FS 5/16 TYPaf2 ad1 ad1 AA BB Section A-A 2FR4 Section B-B 2FR4 ONE FRAME 2FR4 31/2 2-101/2 31/2 2-03/16 1/4 TYP 5 1-21/8 INSIDE PROFILE B/E1/4 TYP3/16 ad1 ad1 ak2 FS ah2 ak2 NS ad1 ad1ah2 ah2 5/16 TYP 5/16 TYP ah2 ad1 ad1 ak2 ad1 ad1 ONE BEAM 2B4 HSS4x4x 3/8 x 7-015/16 11/2 NO PAINT ALL AROUND NO PAINT ALL AROUND 11/2 3 PLATES 2P1 8 11/2 5 711/2 10 11 /16 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 JAN 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E2REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 3 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 3 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS GS JAN 2023 BUILDING 3 V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. ONE BEAM 3B1 1 W6x12 3B1311/4 1 PL3/8x4 pa2041/2 2 3/4 Dia A325 0 13/4 FIELD BOLTS 2 3/4 Dia A325 0 13/4 3-2 1 ONE BEAM 3B2 1 HSS8x6x5/16 3B21493/8 3-2 1 ONE BEAM 3B3 1 HSS8x6x5/16 3B36415/16 3-2 1 ONE BEAM 3B4 1 W6x12 3B4623/8 3-2 1 ONE BEAM 3B5 1 HSS4x4x3/8 3B5721/8 3-2 1 ONE BEAM 3B6 1 HSS8x6x5/16 3B6971/4 3-2 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 28 2023 FOR SHOP No.DATE DESCRIPTION 2-11 3/4 (1-W 6x12x3-11/4) 3-11/4 (P/P 3-21/4)(-1) ONE BEAM 3B1 13/16x1 IN PLATE 21/2 13/4 4 21/2 11/2 21/2 13/4 (S.B.F.T.) w/(2)3/4Øx13/4 A325 BOLTS 1-PL pa2 FS (1-HSS8x6x 5/16x14-93/8) 14-93/8 (P/P 14-93/8) ONE BEAM 3B2 8 7 NO PAINT BTM FLG 4NO PAINT BTM FLG 11/2 NO PAINT ALL AROUND (1-HSS8x6x5/16x6-415/16) 6-415/16 (P/P 6-51/16)(-1/16)(-1/16) ONE BEAM 3B3 7 NO PAINT BTM FLG 6NO PAINT BTM FLG 8 (1-W 6x12x6-23/8) 6-23/8 (P/P 6-21/2)(-1/16)(-1/16) ONE BEAM 3B4 7 NO PAINT BTM FLG 7NO PAINT BTM FLG ONE BEAM 3B5 11/2 NO PAINT ALL AROUND 11/2NO PAINT ALL AROUND (1-HSS4x4x3/8x7-21/8) (1-HSS8x6x 5/16x9-71/4) 9-71/4 (P/P 9-73/8)(-1/16)(-1/16) ONE BEAM 3B6 7 NO PAINT BTM FLG 7NO PAINT BTM FLG 8 NK ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 JAN 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E2, E3REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 4 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 4 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC JAN 2023 BUILDING 3A ONE FRAME 4FR1 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 aa4491/16 2 L5x31/2x5/16 ab4421/2 1 L5x31/2x5/16 ac4381/4 1 PL5/16x3 pa4041/4 3-2 1 ONE FRAME 4FR2 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ad449 2 L5x31/2x5/16 ah22107/16 3-2 1 ONE FRAME 4FR3 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ad449 2 L5x31/2x5/16 af42911/16 3-2 1 ONE FRAME 4FR4 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ad449 2 L5x31/2x5/16 ag4331/4 3-2 1 ONE FRAME 4FR5 1 L5x31/2x5/16 4FR51315/16 2 L6x31/2x5/16 ad104 3-2 1 ONE FRAME 4FR6 1 L5x31/2x5/16 4FR61315/16 2 L6x31/2x5/16 ad104 3-2 1 ONE FRAME 4FR7 1 L5x31/2x5/16 4FR7107/16 2 L6x31/2x5/16 ad104 3-2 1 ONE FRAME 4FR8 1 L5x31/2x5/16 4FR8107/16 2 L6x31/2x5/16 ad104 3-2 1 ONE FRAME 4FR9 1 L5x31/2x5/16 ah41113/4 2 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ak4241/2 1 L5x31/2x5/16 am41113/4 2 PL5/16x3 pb4043/16 3-2 1 ONE FRAME 4FR10 1 L5x31/2x5/16 4FR10451/8 2 L2x2x1/4 at402 2 PL5/16x3 pb4043/16 3-2 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 28 2023 FOR SHOP No.DATE DESCRIPTION ONE FRAME 4FR1 AA BB C C 31/2 4-21/2 31/2 2-11 3/4 1/4 TYP 3-81/4 4-91/16 5 5/16 TYP 5/16 TYP 4-91/16 4-93/8 8-213/16 5/16 311 /16 CUT 13/16 CUT 41/2 CUT 1/2 CUT TYP3/16 INSIDE PROFILE B/E1/4 1/4 1/4 1/4 1/4 Section A-A 4FR1 Section B-B 4FR1 Section C-C 4FR1 ad1 ad1 ab4 ad1 ad1 aa4 ab4 ac4 pa4 FS aa4 NS ad1 ab4 ad1 ad1ad1 aa4 FS ab4 pa4 NS aa4 ac4ab4 ab4 ONE FRAME 4FR2 AA BB 31/2 2-107/16 31/2 1-615/16 1/4 TYP 4-9 5 5/16 TYP 5/16 TYP TYP3/16 INSIDE PROFILE B/E1/4Section A-A 4FR2 Section B-B 4FR2 ad1 ad1 ah2 ad4 ah2ad1 ad1 ad1 ad4 NS ad1ah2 ad1ad1ah2 ad4 FS ONE FRAME 4FR3 AA BB 4-9 31/2 2-911 /16 31/2 1-61/4 1/4 TYP 5/16 TYP 5/16 TYP TYP3/16 INSIDE PROFILE B/E1/4 ad1 ad1 af4 ad4 af4 ad1 ad1 Section A-A 4FR3 Section B-B 4FR3 ad4 NS ad1 ad1 af4 ad4 FS ad1 ad1af4 ONE FRAME 4FR4 AA BB 4-9 31/2 3-31/4 31/2 1-103/8 1/4 TYP 5/16 TYP 5/16 TYP TYP3/16 INSIDE PROFILE B/E1/4 ad1 ad1 ag4 ad4 ag4 ad1 ad1 Section A-A 4FR4 ad4 NS ad1ad1ag4 Section B-B 4FR4 ad4 FS ad1 ag4 ad1 ONE FRAME 4FR5 5 5/16 TYP 1/4 TYP 31/2 L5x31/2x5/16 x 1-315/16 31/2 TYP3/16 ad1 ad1 ad1 ad1 ONE FRAME 4FR6 31/2 L5x31/2x5/16 x 1-315/16 31/2 5/16 TYP 5 1/4 TYP TYP3/16 ad1 ad1 ad1 ad1 ONE FRAME 4FR7 31/2 L5x31/2x5/16 x 1-07/16 31/21/2 TYP 5 5/16 TYP TYP3/16 ad1 ad1 ad1 ad1 ONE FRAME 4FR8 31/2 L5x31/2x5/16 x 1-07/16 31/2 1/2 TYP 5/16 TYP 5 TYP3/16 ad1 ad1 ad1 ad1 ONE FRAME 4FR9 AA BB 31/2 2-41/2 31/2 1-11 3/4 31/2 1-015/16 1/4 TYP 5/16 4 CUT 13/81/2 CUT 5/16 5 4 CUT 13/81/2 CUT TYP 3/16 INSIDE PROFILE B/E1/4 TYP 1/4 1/4 am4pb4 FS ad1 ak4 pb4 FS ah4 ad1 Section A-A 4FR9 ad1 ak4 NS pb4 FS ah4 Section B-B 4FR9 ad1 ak4 FS pb4 am4 ONE FRAME 4FR10 A A 5 L5x31/2x5/16 x 4-51/8 17/8 4-11/16 1/2 4-21/8 41/2 CUT 1/2 CUT 41/2 CUT 1/2 CUT 41/2 TYP 1/4 3 SIDES TYP3/16 Section A-A 4FR10 A A at4 FS pb4 NSpb4 NS at4 FS pb4 at4 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 JAN 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E2, E3REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 5 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 5 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC JAN 2023 BUILDING 3B TO ADD TO THESE FRAMES. ANGLES W ERE SENT TO FIELD ONE FRAME 5FR1 1 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ac2339/16 1 PL5/16x3 pb4043/16 3-2 1 ONE FRAME 5FR2 1 L5x31/2x5/16 ab2339/16 1 L6x31/2x5/16 ad104 1 PL5/16x3 pb4043/16 3-2 1 ONE FRAME 5FR3 1 L5x31/2x5/16 af2351/4 2 L6x31/2x5/16 ad104 3-2 1 ONE FRAME 5FR4 1 L5x31/2x5/16 aa218 2 L6x31/2x5/16 ad104 3-2 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 28 2023 FOR SHOP No.DATE DESCRIPTION 1-L ac2 1-PL pb4 FS ONE FRAME 5FR1 L5x31/2x5/16 x 3-39/16 31/2 5/16113/16 1/4 5 1/4 1/4 3/16 1-L ad1 pb4 FS ad1 ac2 41/2 CUT 1/2 CUT ONE FRAME 5FR2 L5x31/2x5/16 x 3-39/16 31/2 5/16 41/2 CUT 1/2 CUT 1/4 17/8 5 3/16 1/4 1/4 1-L ad1 pb4 FS ad1 1-L ab2 1-PL pb4 NS ab2 1-L af2 ONE FRAME 5FR3 31/2 L5x31/2x5/16 x 3-51/4 31/2 5/16 TYP 1/4 TYP 5 TYP3/16 ad1 ad1 af2 ad1 ad1 ONE FRAME 5FR4 31/2 L5x31/2x5/16 x 1-8 31/2 5/16 TYP 5 1/4 1/2 TYP3/16 ad1 ad1 aa2 aa2 ad1 ad1 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 FEB 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E4, E5REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 6 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 6 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC FEB 2023 BUILDING 3 ONE BEAM 6B1 1 W6x12 6B171 FIELD BOLTS 2 3/4 Dia A325 0 13/4 +1HD WASH 3-3 1 ONE BEAM 6B2 1 W6x12 6B2623/8 3-3 1 ONE BEAM 6B3 1 HSS8x6x5/16 6B35101/4 3-3 1 ONE BEAM 6B4 1 HSS4x4x3/8 6B4721/8 3-3 1 2 ANGLE 6A1 2 L4x4x3/8 6A1200 FIELD BOLTS 21 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-3 2 ONE ANGLE 6A2 1 L4x4x3/8 6A2148 FIELD BOLTS 15 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-3 1 ONE ANGLE 6A3 1 L4x4x3/8 6A3210 FIELD BOLTS 22 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-3 1 ONE ANGLE 6A4 1 L4x4x3/8 6A414 FIELD BOLTS 2 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-2 1 ONE ANGLE 6A5 1 L4x4x3/8 6A5170 FIELD BOLTS 18 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-2 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 28 2023 FOR SHOP No.DATE DESCRIPTION 6-11 1/2 21/2 13/4 ONE BEAM 6B1 7 NO PAINT BTM FLG W 6x12x7-1 V.I.F. ONE BEAM 6B2 7 NO PAINT BTM FLG 7NO PAINT BTM FLG W 6x12x6-23/8 V.I.F. ONE BEAM 6B3 7 NO PAINT BTM FLG 7NO PAINT BTM FLG 8 HSS8x6x 5/16x5-101/4 V.I.F. ONE BEAM 6B4 11/2 NO PAINT ALL AROUND 11/2NO PAINT ALL AROUND HSS4x4x 3/8x7-21/8 V.I.F. 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 10 10 10 10 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 2 ANGLES 6A1 4 L4x4x3/8 x 20-0 21/2 15/16 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 ONE ANGLE 6A2 4 L4x4x3/8 x 14-8 21/2 15/16 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 103/8 103/8 101/2 103/8 103/8 1-0 1-0 1-0 1-0 1-0 1-0 1-0 1-0 ONE ANGLE 6A3 4 L4x4x3/8 x 21-0 21/2 15/16 11 ONE ANGLE 6A4 21/2 L4x4x3/8 x 1-4 21/2 15/16 1-0 1-0 1-0 1-0 1-0 1-0 103/8 103/8 101/2 103/8 103/8 1-0 1-0 1-0 1-0 1-0 1-0 ONE ANGLE 6A5 4 L4x4x3/8 x 17-0 21/2 15/16 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 FEB 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E2, E5REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 7 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 7 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC FEB 2023 BUILDING 3 3 BEAM 7B1 3 W8x13 7B1711/8 FIELD BOLTS 6 3/4 Dia A325 0 13/4 +1HD WASH 3-3 3 ONE BEAM 7B2 1 W8x13 7B2721/8 FIELD BOLTS 2 3/4 Dia A325 0 13/4 +1HD WASH 3-3 1 ONE BEAM 7B3 1 W8x13 7B380 2 PL1/2x8 pa711 A572 GR.50 2 PL3/8x11/2 pb7073/8 2 PL3/8x4 pc7073/8 FIELD BOLTS 4 3/4 Dia A325 0 13/4 +1HD WASH 3-3 1 ONE BEAM 7B4 1 W8x13 7B41001/2 2 PL1/2x8 pa711 A572 GR.50 2 PL3/8x11/2 pb7073/8 2 PL3/8x4 pc7073/8 FIELD BOLTS 4 3/4 Dia A325 0 13/4 +1HD WASH 3-3 1 ONE BEAM 7B5 1 W8x13 7B51241/2 1 PL1/2x8 pa711 A572 GR.50 1 PL3/8x4 pc7073/8 1 PL3/8x11/2 pb7073/8 FIELD BOLTS 4 3/4 Dia A325 0 13/4 +1HD WASH 3-3 1 2 ROD HANGER 7H1 2 2"Ø ROD 7H16111/2 THR'D 2E A572 GR.50 2 #5 CLEVIS RH THR'D ma707 21/16" HOLES 3/4 GRIP 2 #5 CLEVIS LH THR'D mb707 21/16" HOLES 3/4 GRIP 4 2"Ø HEADED PIN mc7031/2 w/ 3/8"Ø COTTER 3-3 2 2 ROD HANGER 7H2 2 2"Ø ROD 7H2631/2 THR'D 2E A572 GR.50 2 #5 CLEVIS RH THR'D ma707 21/16 HOLES 3/4 GRIP 2 #5 CLEVIS LH THR'D mb707 21/16 HOLES 3/4 GRIP 4 2"Ø HEADED PIN mc7031/2 w/ 3/8" COTTER 3-3 2 ONE ROD HANGER 7H3 1 2"Ø ROD 7H366 THR'D 2E A572 GR.50 1 #5 CLEVIS RH THR'D ma707 21/16 HOLES 3/4 GRIP 1 #5 CLEVIS LH THR'D mb707 21/16 HOLES 3/4 GRIP 2 2"Ø HEADED PIN mc7031/2 w/ 3/8" COTTER 3-3 1 5 PLATE 7P1 5 PL3/8x4 7P106 2 2 3-3 3 ONE BEAM 7B6 1 W8x13 7B65101/2 1 PL3/8x4 pd706 2 3/4 Dia A325 0 13/4 +1HD WASH 1 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 14 2023 FOR SHOP No.DATE DESCRIPTION 13/4 7/8 13/4 7/8 11/2 6-11 5/8 3 21/2 21/2 3 (1-W 8x13x7-11/8) 7-11/8 (P/P 7-3)(-1)(-7/8) 3 BEAMS 7B1 TOP OF TOP FLG NO PAINT 7/8 7/8 11/2 7-05/8 3 21/2 21/2 3 (1-W 8x13x7-21/8) 7-21/8 (P/P 7-4)(-1)(-7/8) ONE BEAM 7B2 13/4 TOP OF TOP FLG NO PAINT 13/4 21/8 5/8 21/8 5/8 3 21/2 10 3 10 21/2 7-8 4 7-4 4 (1-W 8x13x8-0) 8-0 (P/P 8-0) A A Section A-A 7B3 ONE BEAM 7B3 4 37/8 23/8 21/4 3 21/2 21/4 7-77/8 TYP 5/16 5/16 TYP 1/4 1/4 TYP1/4 1/4 1-PL pc7 FS 1-PL pb7 NS 1-PL pc7 FS 1-PL pb7 NS (ON CL) pa7 TOP OF TOP FLG NO PAINT21/16 13/16x1 A A pb7 pc7 (SEE DETAIL) (ON CL) 1-PL pa7 (ON CL) 1-PL pa7 21/8 5/8 21/8 5/8 3 21/2 10 3 10 21/2 9-81/2 4 9-41/2 4 (1-W 8x13x10-01/2) 10-01/2 (P/P 10-01/2) A A Section A-A 7B4ONE BEAM 7B4 4 37/8 9-83/8 21/4 21/2 21/4 3 23/8 TYP 5/16 5/16 TYP 1/4 1/4 TYP1/4 1/4 1-PL pc7 FS 1-PL pb7 NS 1-PL pc7 FS 1-PL pb7 NS (ON CL) pa7 TOP OF TOP FLG NO PAINT21/16 13/16x1 A A pb7 pc7 (SEE DETAIL) (ON CL) 1-PL pa7 (ON CL) 1-PL pa7 11/2 3 21/2 10 (1-W 8x13x12-41/2) 12-41/2 (P/P 12-51/2)(-1) ONE BEAM 7B5 B B 12-03/8 5/8 5/8 21/8 21/8 21/4 21/4 23/8 3 21/2 5/16 5/16 TYP 1/4 1/4 TYP1/4 1/4 1-PL pc7 FS 1-PL pb7 NS TOP OF TOP FLG NO PAINT Section B-B 7B5 pb7 pc7 (ON CL) pa7 13/16x1 12-01/2 (SEE DETAIL) (ON CL) 1-PL pa7 21/16 8-01/2 2 ROD HANGERS 7H1 2 DIA 61/2 6-11 1/2 61/2 6 RH THR'D 6 LH THR'D w/ 3/8"Ø x 3" COTTER 2"Ø x 31/2 LG HEADED PIN mc7 (3/4 GRIP) #5 CLEVIS mb7 w/ 3/8"Ø x 3" COTTER 2"Ø x 31/2 LG HEADED PIN mc7 (3/4 GRIP) #5 CLEVIS ma7 21/16 21/16 2 ROD HANGERS 7H2 6 RH THR'D 6-31/2 7-41/2 6 LH THR'D 61/2 2 DIA 61/2 w/ 3/8"Ø x 3" COTTER 2"Ø x 31/2 LG HEADED PIN mc7 (3/4 GRIP) #5 CLEVIS ma7 w/ 3/8"Ø x 3" COTTER 2"Ø x 31/2 LG HEADED PIN mc7 (3/4 GRIP) #5 CLEVIS mb7 21/1621/16 ONE ROD HANGER 7H3 61/2 6 LH THR'D 7-7 2 DIA 6-6 6 RH THR'D 61/2 w/ 3/8"Ø x 3" COTTER 2"Ø x 31/2 LG HEADED PIN mc7 (3/4 GRIP) #5 CLEVIS ma7 w/ 3/8"Ø x 3" COTTER 2"Ø x 31/2 LG HEADED PIN mc7 (3/4 GRIP) #5 CLEVIS mb7 21/16 21/16 5 PLATES 7P1 13/16x1 3 11/2 6 1 ALL AROUND NO PAINT 21/2 1-1 10 3 8 61 3 3 1 DETAIL OF pa7 A572 GR.50 PL1/2x8x1-1 21/16 13/4 7/8 13/4 7/8 11/2 5-9 3 21/2 21/2 3 (-1)(-7/8) ONE BEAM 7B6 13/16x1 IN PLATE 11/2 21/2 (1-W 8x13x5-101/2) (S.B.F.T.) w/(2)3/4Ø x 13/4 A325 BOLTS 1-PL pd7 NS (NO PAINT) KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 FEB 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E2, E4REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 8 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 8 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC FEB 2023 BUILDING 3 ONE FRAME 8FR1 2 HSS6x6x3/8 ma8493/4 2 HSS6x6x3/8 mb82431/4 S2E 3 L2x2x1/4 aa854 4 L3x2x1/4 ab803 1 PL3/4x12 pa810 A572 GR.50 1 PL3/4x7 pb814 A572 GR.50 2 PL1x6 pc806 FIELD BOLTS 8 3/4 Dia A325 0 8 NON-TC 3 3/4"Ø THR'D ROD 0 81/2 c/w HN&FW & HILTI HIT HY200 ADH. 4 1/2"Ø THR'D ROD 0 81/2 c/w HN&FW & HILTI HIT HY200 ADH. ONE FRAME 8FR2 2 HSS6x4x3/8 mc82491/4 S2E 2 HSS6x4x3/8 md8493/4 2 HSS4x4x3/8 mf80107/8 3 L2x2x1/4 aa854 2 PL3/4x12 pd812 A572 GR.50 2 PL3/8x4 pf804 4 PL1/4x4 pg805 A572 GR.50 2 PL1x4 ph806 4 PL3/8x3 pk803 FIELD BOLTS 8 3/4"Ø THR'D ROD 0 81/2 c/w HN&FW & HILTI HIT HY200 ADH. No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 28 2023 FOR SHOP No.DATE DESCRIPTION ONE FRAME 8FR1 6 3 6 3 3 21/2 3 1/2 21/2 21/2 11 21/2 51/2 51/2 81/2 3-43/4 81/2 21/2 13/4 3/4 9-21/4 10-0 5-1 1 6 21/2 13/4 21/2 13/4 81/2 3-43/4 81/2 21/2 13/42-5 1-9 13/4 11/4 11/2 11/2 13/4 11/4 11/2 11/2 7/16 7/16 7/16 7/16 24-31/4 3 3 3 3 5-33/4 24-5 3 1/4 BTC-P4-GF1/4 0 45°BTC-P4-GF 1/4 0 45° TYP 3 SIDES 1/4 TACKW ELD B/E TYP BTC-P4-GF 1/4 0 45° BTC-P4-GF 1/4 0 45° 3 SIDES TYP 3/16 T&BTM TYP1/4 BOTH SIDES TYP 1/4 pa8 pb8 1-HSS mb8 1-HSS mb8 1-PL pa8 1-PL pb8 1-L aa8 NS (ON CL) 1-HSS ma8 2-L ab8 (CTR'D) 1-PL pc8 (CTR'D) 1-PL pc8 2-L ab8 (ON CL) ab8 (ON CL) ab8 aa8 pc8 pc8 (ON CL) 1-HSS ma8 SQ.CUT aa8 aa8SQ.CUT 15/16 11 /16 ONE FRAME 8FR2 3/4 107/8 3/8 1-0 9-81/4 10-0 2-5 1-9 51/2 3-103/4 51/2 3 3 3 3 2 6 6 4 3 6 3 2 6 64 3 6 3 5-1 24-91/4 1 11/4 21/2 13/4 21/2 41/2 51/2 3-103/4 51/2 11/2 11/2 11/2 11/2 11/2 11/2 11/2 11/2 7/16 7/16 7/16 7/16 24-11 5-33/4 TYP TACKW ELD B/E TYP TYP 1/4 1/4 BTC-P4-GF1/4 0 45° 1/4 1/4 BTC-P4-GF 1/4 0 45° BTC-P4-GF 1/4 0 45° BTC-P4-GF1/4 0 45° 1/4 1/4 BOTH SIDES TYP 1/4 T&BTM TYP 1/4 1-PL pg8 NS 1-PL pg8 NS 1-HSS mf8 (CTR'D) 1-PL pf8 1-L aa8 FS 1-PL pd8 1-PL pd8 1-HSS mf8 (CTR'D) 1-PL pf8 1-PL pd8 1-PL pd8 mc8 mf8 mc8 mf8 Section A-A 8FR2 pg8 A A A A A A 1-PL pg8 NS 1-PL pg8 NS aa8 FS aa8 FS (ON CL) 1-HSS md8 (ON CL) 1-HSS md8 (CTR'D) 1-PL ph8 (CTR'D) 1-PL ph8 aa8 ph8 pk8 pk8 ph8 2-PL pk82-PL pk8 SQ.CUT SQ.CUT mc8 mc8 15/16 15/16 A A KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 FEB 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 UNO E70XX(LH) U/N E2, E4REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 9 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 9 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC FEB 2023 BUILDING 3 2 BEAM 9B1 2 W6x15 9B15101/2 2 PL1/2x141/16 pa905 BENT A572 GR.50 4 3/4 Dia A325 0 2 NON TC 4 3/4 Dia TEFLON WASHER FIELD BOLTS 4 TC 3/4 Dia A325 0 11/2 4 3/4 Dia TEFLON WASHER 3-2 2 2 BEAM 9B2 2 W6x15 9B25101/2 2 PL1/2x141/16 pa905 BENT A572 GR.50 4 3/4 Dia A325 0 2 NON TC 4 3/4 Dia TEFLON WASHER FIELD BOLTS 4 TC 3/4 Dia A325 0 11/2 4 3/4 Dia TEFLON WASHER 3-2 2 2 BEAM 9B3 2 HSS6x6x3/8 9B3527/8 3-3 2 2 BEAM 9B4 2 HSS6x6x3/8 9B4507/8 3-3 2 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Mar 28 2023 FOR SHOP No.DATE DESCRIPTION 5-81/2 21/2 21/2 (-3)(-31/2) 2 BEAMS 9B1 13/16x2 BOTH LEGS 71/2 25/847/8 11/4 23/8 41/2 7 91/2 1/8 pa9 13/4 13/4 (1-W 6x15x5-101/2) w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa9 NS 5-81/2 13/4 21/221/2 (-3)(-31/2) 2 BEAMS 9B2 13/16x2 BOTH LEGS 71/2 25/847/8 23/8 41/2 7 91/2 1/8 pa9 13/4 (1-W 6x15x5-101/2) w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa9 FS (-1/16)(-1/16) 2 BEAMS 9B3 NO PAINT HSS6x6x 3/8 x 5-27/8 V.I.F. (-1/16)(-1/16) 2 BEAMS 9B4 NO PAINT HSS6x6x 3/8 x 5-07/8 V.I.F. KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E7, E8, E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 10 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 10 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 ONE BEAM 10B1 1 HSS8x6x5/16 10B11597/8 3-4 1 2 BEAM 10B2 2 W6x12 10B271 FIELD BOLTS 4 3/4 Dia A325 0 13/4 3-4 2 2 BEAM 10B3 2 W6x12 10B3623/8 3-4 2 2 BEAM 10B4 2 HSS4x4x3/8 10B4721/8 3-4 2 2 BEAM 10B5 2 W6x15 10B55101/2 2 PL1/2x141/16 pa905 BENT A572 GR.50 4 3/4 Dia A325 0 2 NON TC 4 3/4 Dia TEFLON WASHER FIELD BOLTS 4 TC 3/4 Dia A325 0 11/2 4 3/4 Dia TEFLON WASHER 3-4 2 2 BEAM 10B6 2 W6x15 10B65101/2 2 PL1/2x141/16 pa905 BENT A572 GR.50 4 3/4 Dia A325 0 2 NON TC 4 3/4 Dia TEFLON WASHER FIELD BOLTS 4 TC 3/4 Dia A325 0 11/2 4 3/4 Dia TEFLON WASHER 3-4 2 ONE BEAM 10B7 1 W10x22 10B7471/4 1 L4x4x3/8 a16807 1 PL3/8x4 p20106 A572 GR.50 3 PL3/8x23/4 p215093/8 4 TC 3/4 Dia A325 0 13/4 3-4 1 ONE PLATE 10P1 1 PL1/2x12 10P110 A572 GR.50 FIELD BOLTS 4 3/4"Ø HILTI KB-TZ2 0 61/4 (43/4" EMBED) 1 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION ONE BEAM 10B1 7 NO PAINT BTM FACE 7NO PAINT BTM FACE QTY 1 - FOURTH FLOOR HSS8x6x 5/16 x 15-97/8 V.I.F. 6-11 1/2 21/2 13/4 2 BEAMS 10B2 7 NO PAINT BTM FLG QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR W 6x12 x 7-1 V.I.F. 2 BEAMS 10B3 7 NO PAINT BTM FLG 7NO PAINT BTM FLG QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR W 6x12x6-23/8 V.I.F. 2 BEAMS 10B4 11/2 NO PAINT ALL AROUND 11/2NO PAINT ALL AROUND QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR HSS4x4x 3/8 x 7-21/8 V.I.F. 5-81/2 13/4 21/221/2 (-3)(-31/2) 2 BEAMS 10B5 13/16x2 BOTH LEGS 11/4 47/8 25/8 71/2 41/2 23/8 91/2 1/8 7 pa9 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR 13/4 W 6x15 x 5-101/2 w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa9 FS 5-81/2 13/4 21/221/2 (-3)(-31/2) 2 BEAMS 10B6 13/16x2 BOTH LEGS 47/8 25/8 71/2 7 41/2 91/2 1/8 23/8 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR pa9 13/4 W 6x15 x 5-101/2 w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa9 NS 31/2 11/2 4-53/4 3 3 3 2-45/16 (1-W 10x22x4-71/4) 4-71/4 (P/P 4-93/4)(-1)(-11/2) ONE BEAM 10B7 13/16x1 LEG SHOW N 21/2 11/2 11/2 1 pa10 ALL AROUND NO PAINT 3 SIDES TYP1/4 1/4 21/2 121/2 105/16 3-105/16 (S.B.F.T.) w/(2)TC 3/4"Øx13/4 A325 BOLTS 1-PL p201 NS NO PAINT OSL (S.B.F.T) w/(2)TC 3/4"Ø x 13/4 A325 BOLTS 1-L a168 NS (TYP 3 PLCS) 1-PL p215 NS 13/16x1 IN PLATE ONE PLATE 10P1 4 1-0 1-0 21/2 THIS FACE NO PAINT 41/2 6 6 11/2 15/16 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 FEB 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E7, E9REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 11 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 11 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC FEB 2023 BUILDING 3 ONE FRAME 11FR1 2 HSS6x6x3/8 ma8493/4 2 HSS6x6x3/8 ma111911 S2E PREP1E 3 L2x2x1/4 aa854 4 L3x2x1/4 ab803 2 PL1x6 pc806 FIELD BOLTS 8 3/4 Dia A325 0 8 NON-TC 2 3/4 Dia A307 0 7 ONE FRAME 11FR2 2 HSS6x4x3/8 md8493/4 2 HSS6x4x3/8 mb111911 S2E PREP1E 3 L2x2x1/4 aa854 4 PL1/4x4 pg805 A572 GR.50 2 PL1x4 ph806 4 PL3/8x3 pk803 FIELD BOLTS 2 3/4 Dia A307 0 51/2 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION ONE FRAME 11FR1 21/2 21/2 13/4 4-10 10-0 81/2 13/4 5-1 1 20-0 3 81/2 3-43/4 3-43/481/2 21/2 1-9 11/4 11/2 13/4 21/2 13/4 13/4 81/2 2-5 13/4 11/211/2 11/4 11/2 19-11 7/16 7/16 7/16 7/16 3 3 3 3 13/4 1 ALL AROUND NO PAINT 1 ALL AROUND NO PAINT 13/48 BTC-P4-GF 1/4 0 45° BTC-P4-GF 1/4 0 45° T&BTM TYP1/4 BOTH SIDES TYP 1/4 3 SIDES TYP 3/16 TACKW ELD B/E TYP 1/4 1/4 1/4 1/4 2-L ab8 (CTR'D) 1-PL pc8 2-L ab8 (ON CL) 1-HSS ma8 (CTR'D) 1-PL pc8 SQ.CUT (ON CL) 1-HSS ma8 aa8 NS aa8 NS (ON CL) ab8 pc8 pc8 aa8 (ON CL) ab8 aa8 NS1-HSS ma11 1-HSS ma11 SQ.CUTTYP 4 SIDESTYP 4 SIDESONE FRAME 11FR2 1-9 51/23-103/4 4-10 2-5 10-0 51/2 5-1 1 19-11 11/2 11/2 51/2 51/2 11/2 11/2 3-103/4 11/2 20-0 11/2 11/2 11/2 11/2 11/2 7/16 7/167/16 7/16 3 3 3 3 8 1 ALL AROUND NO PAINT 1 ALL AROUND NO PAINT 41/2 11/4 21/2 13/4 21/2 BOTH SIDES TYP 1/4 BTC-P4-GF1/4 0 45° T&BTM TYP 1/4 BTC-P4-GF 1/4 0 45° TACKW ELD B/E TYP 1/41/4 TYP 1/4 1/4 1/4 1/4 1/4 1/4 2-PL pk82-PL pk8 A 1-PL pg8 NS 1-PL pg8 NS A 1-PL pg8 NS A 1-PL pg8 NS aa8 FS (ON CL) 1-HSS md8 (ON CL) 1-HSS md8 (CTR'D) 1-PL ph8 (CTR'D) 1-PL ph8 A A A aa8 FS A A aa8 FS SQ.CUT ph8 pk8 aa8 ph8 pk8 1-HSS mb11 1-HSS mb11TYP 4 SIDESTYP 4 SIDES11FR2 Section A-A pg8 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E1REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 0 CATHERINE COMMONS 12 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 12 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS GS MAR 2023 BUILDING 3 ONE FRAME 12RF1 2 L5x31/2x5/16 aa12281/8 1 L5x31/2x5/16 ab1224 2 L6x31/2x5/16 ad104 2 PL5/16x31/8 pa120411/16 3 1 ONE ANGLE 12A1 1 L4x4x3/8 12A138 FIELD BOLTS 4 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 0 Mar 6 2023 FOR SHOP No.DATE DESCRIPTION ONE FRAME 12RF1 2-81/8 31/2 2-4 5/16 5/16 1-8 INSIDE PROFILE TYP B/E 1/4 TYP 3/16 TYP 1/4 1/4 ad1 ad1 aa12 aa12 ab12 pa12 FS pa12 FS ab12 FS ad1 pa12 NS ad1 ab12 FS pa12 NS 1-0 1-0 1-0 ONE ANGLE 12A1 4 L4x4x3/8 x 3-8 21/2 15/16 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E7, E8, E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 13 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 13 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 2 FRAME 13FR1 2 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ac2339/16 2 PL5/16x3 pb4043/16 3-4 2 2 FRAME 13FR2 2 L5x31/2x5/16 ab2339/16 2 L6x31/2x5/16 ad104 2 PL5/16x3 pb4043/16 3-4 2 2 FRAME 13FR3 2 L5x31/2x5/16 aa2181/16 4 L6x31/2x5/16 ad104 3-4 2 2 FRAME 13FR4 2 L5x31/2x5/16 af2351/4 4 L6x31/2x5/16 ad104 2 L5x31/2x5/16 aa13391/2 2 PL5/16x3 pb4043/16 3-4 2 2 FRAME 13FR5 2 L5x31/2x5/16 af2351/4 4 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ab13383/8 2 PL5/16x3 pb4043/16 3-4 2 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION 2 FRAMES 13FR1 L5x31/2x5/16 x 3-39/16 31/2 1/4 113/16 5/16 41/2 CUT 1/2 CUT 5 3/16 1/4 1/4 pb4 FS ac2 ad1 1-PL pb4 FS 1-L ac2 1-L ad1 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR 2 FRAMES 13FR2 L5x31/2x5/16 x 3-39/16 31/2 1/4 113/16 1/2 CUT 41/2 CUT 5/16 1/4 1/4 3/16 pb4 FS ab2 ad1 1-PL pb4 NS 1-L ab2 1-L ad1 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR 2 FRAMES 13FR3 31/2 L5x31/2x5/16 x 1-81/16 31/2 1/21/4 5/16 TYP 5 3/16 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR ad1 ad1 aa2 ad1 1-L aa2 ad1 2 FRAMES 13FR4 A A 31/2 L5x31/2x5/16 x 3-51/4 31/2 2-1013/16 5/16 TYP 5 31/4 CUT 1/2 CUT 13/16 INSIDE PROFILE 1/41/4 1/4 TYP3/16 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR Section A-A 13FR4 ad1 af2 ad1 aa13 pb4 FS 1-L ad1 1-L af2 1-L aa13 NS ad1 pb4 NS aa13 af2 2 FRAMES 13FR5 A A 31/2 L5x31/2x5/16 x 3-51/4 31/2 1-09/16 1/4 TYP 5/16 TYP 31/4 CUT 1/2 CUT 11/4 INSIDE PROFILE 1/4 1/4 1/4 TYP 3/16 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR af2 ad1 ad1 ab13 pb4 FS ad1 ad1 ab13 NS Section A-A 13FR5 1-PL pb4 FS ab13 af2 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E7, E8, E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 14 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 14 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 2 FRAME 14FR1 4 L5x31/2x5/16 af1445 8 L6x31/2x5/16 ad104 4 L5x31/2x5/16 aa14461/2 3-4 2 2 FRAME 14FR2 4 L5x31/2x5/16 ab143111/2 8 L6x31/2x5/16 ad104 4 L5x31/2x5/16 ad449 3-4 2 2 FRAME 14FR3 4 L5x31/2x5/16 ac14285/16 8 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ac1203/4 3-4 2 2 FRAME 14FR4 2 L5x31/2x5/16 ah41113/4 2 L5x31/2x5/16 am41113/4 4 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ak4241/2 4 PL5/16x3 pb4043/16 3-4 2 4 FRAME 14FR5 4 L5x31/2x5/16 ad141315/16 8 L6x31/2x5/16 ad104 3-4 4 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION AA BB Section A-A 14FR1 Section B-B 14FR1 2 FRAMES 14FR1 31/2 L5x31/2x5/16 x 4-5 31/2 67/8 2-27/8 1/4 TYP 5 5/16 TYP 4-61/2 TYP3/16 INSIDE PROFILE B/E TYP 1/4 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR ad1 af14 ad1 aa14 aa14 ad1 af14 ad1 ad1 af14 aa14 FS aa14 FS ad1 aa14 NS aa14 NS ad1af14 AA BB Section A-A 14FR2 Section B-B 14FR2 2 FRAMES 14FR2 31/2 L5x31/2x5/16 x 3-11 1/2 31/2 77/8 1-17/8 1/4 TYP 5 5/16 TYP 5/16 TYP 4-9 TYP3/16 INSIDE PROFILE B/E TYP 1/4 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR ad1 ab14 ad1 ad4ad4 ad1 ab14 ad1 ad1 ab14 ad1 ad4 NS ad4 NS ad1 ab14 ad1 ad4 FS ad4 FS AA BB Section A-A 14FR3 Section B-B 14FR3 2 FRAMES 14FR3 31/2 L5x31/2x5/16 x 2-85/16 31/2 1-75/16 1/4 TYP 5/16 TYP 2-03/4 5 TYP3/16 INSIDE PROFILE B/E 1/4 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR ad1 ad1 ac14 ac1 1-L ac14 ad1 ad1 ad1 ad1ac14 1-L ac1 FS ad1 ac14 ad1 1-L ac1 NS AA BB Section A-A 14FR4 Section B-B 14FR4 2 FRAMES 14FR4 L5x31/2x5/16 x 1-11 3/4 31/2 1-015/16 1/4 TYP 4 CUT1/2 CUT 13/8 1/2 CUT 4 CUT 13/8 2-41/2 5/16 TYP TYP 3/16 INSIDE PROFILE B/E1/4 pb4 FS ah4 ak4 pb4 FS ad1 am4 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR pb4 NS am4 ad1 ak4 FS pb4 FS ak4 NS ad1ah4 ad1 4 FRAMES 14FR5 1/4 TYP 31/2 L5x31/2x5/16 x 1-315/16 31/2 5/16 TYP TYP3/16 ad1 ad1 ad14 ad1 ad1 1-L ad14 QTY 2 - FIFTH FLOOR QTY 2 - FOURTH FLOOR KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E7, E8, E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 15 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 15 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 ONE FRAME 15FR1 2 L5x31/2x5/16 ah22107/16 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ad449 3-4 1 2 FRAME 15FR2 2 L5x31/2x5/16 aa15107/16 4 L6x31/2x5/16 ad104 3-4 2 2 FRAME 15FR3 2 L5x31/2x5/16 ab15107/16 4 L6x31/2x5/16 ad104 3-4 2 ONE FRAME 15FR4 2 L5x31/2x5/16 ac152915/16 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ad449 3-4 1 ONE FRAME 15FR5 2 L5x31/2x5/16 ad15291/4 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ad449 3-4 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION 15FR1 15FR1 ONE FRAME 15FR1 31/2 L5x31/2x5/16 x 2-107/16 31/2 1-615/16 4-9 1/4 TYP 5/16 TYP 5/16 TYP 5 5 TYP3/16 INSIDE PROFILE B/E 1/4 QTY 1 - FOURTH FLOOR ad1 ah2 ad1 ad1 ad1 ad4 ah2 ad1 ah2 ad4 NS ad1 ad1 ah2 ad4 FS ad1 AA BB Section A-A Section B-B 2 FRAMES 15FR2 31/2 L5x31/2x5/16 x 1-07/16 31/2 1/2 TYP 5/16 TYP 5 TYP3/16 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR ad1 aa15 ad1 ad1 aa15 ad1 2 FRAMES 15FR3 31/2 L5x31/2x5/16 x 1-07/16 31/2 1/2 TYP 5/16 TYP TYP3/16 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR ad1 ad1 ab15 ad1 ab15 ad1 AA BB Section A-A 15FR4 Section B-B 15FR4 ONE FRAME 15FR4 31/2 L5x31/2x5/16 x 2-915/16 31/2 4-9 1-61/2 1/4 TYP 5/16 TYP 5/16 TYP TYP3/16 INSIDE PROFILE B/E 1/4 QTY 1 - FOURTH FLOOR ad1 ac15 ad1 ad4 ad1 ac15 ad1 ad1 ac15 ad1 ad4 ad1 ac15 ad1 ad4 AA BB Section A-A 15FR5 Section B-B 15FR5 ONE FRAME 15FR5 31/2 L5x31/2x5/16 x 2-91/4 31/2 4-9 1-103/8 1/4 1/2 5/16 TYP 5 5 5/16 TYP TYP3/16 INSIDE PROFILE B/E 1/4 QTY 1 - FOURTH FLOOR ad1 ad1 ad15 ad4 ad1 ad15 ad1 ad1 ad15 ad4 NS ad1 ad1 ad15 ad1 ad4 FS KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E7, E8, E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 16 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 16 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 ONE FRAME 16FR1 2 L5x31/2x5/16 aa16431/2 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 aa4491/16 1 L5x31/2x5/16 ac4381/4 1 PL5/16x3 pa4041/4 3-4 1 2 FRAME 16FR2 2 L5x31/2x5/16 an4451/8 4 L2x2x1/4 at402 4 PL5/16x3 pb4043/16 3-4 2 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION AA BB C C Section A-A 16FR1 Section B-B 16FR1 Section C-C 16FR1 ONE FRAME 16FR1 31/2 L5x31/2x5/16 x 4-31/2 31/2 2-11 3/4 4-93/8 3-81/4 1/4 TYP 5/16 TYP 5 5 5/16 TYP 311 /16 CUT 13/16 CUT 6 CUT 21/2 7/16 CUT 4-91/16 TYP3/16 INSIDE PROFILE B/E TYP1/4 1/4 1/4 1/4 1/4 QTY 1 - FOURTH FLOOR ac4 aa4 ad1 aa16 ad1 pa4 FS aa16 ad1 ad1 ad1 aa16 ac4 FS aa4 NS ad1 ad1 aa16 aa4 FS ad1 pa4 NS aa16 aa4 ac4 aa16 2 FRAMES 16FR2 L5x31/2x5/16 x 4-51/8 17/8 1/2 41/2 CUT 1/2 CUT 5 41/2 CUT 1/2 CUT 17/8 1/2 TYP 1/4 1/4 3 SIDES TYP3/16 at4 FS pb4 NS at4 pb4 FS at4 FS pb4 NS at4 pb4 FS Section A-A 16FR2 at4pb4 QTY 1 - FIFTH FLOOR QTY 1 - FOURTH FLOOR A A KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E8REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 17 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 17 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 PAINT: 1 S/C TNEMEC 90-97 PREP: SSPC-SP6 THESE L5x3 1/2 ANGLES TO BE SHOP NOTE: NP W ITHIN 3" OF HOLES INDICATES NO PAINT ONE ANGLE 17A1 1 L4x4x3/8 17A1311/2 FIELD BOLTS 4 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-4 1 ONE ANGLE 17A2 1 L4x4x3/8 17A2148 FIELD BOLTS 16 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-4 1 2 ANGLE 17A3 2 L4x4x3/8 17A3198 FIELD BOLTS 20 3/4"Ø KW IK BOLT TZ2 0 61/4 (43/4" EMBED) 3-4 2 ONE ANGLE 17A4 1 L5x31/2x5/16 17A41985/8 5 L5x3x5/16 aa1706 5 3/4 Dia A325 0 2 3-4 1 ONE ANGLE 17A5 1 L5x31/2x5/16 17A51931/2 BEV 1E 5 L5x3x5/16 aa1706 5 3/4 Dia A325 0 2 3-4 1 ONE ANGLE 17A6 1 L5x31/2x5/16 17A6289 BEV 1E 6 L5x3x5/16 aa1706 2 L5x3x5/16 ab1706 8 3/4 Dia A325 0 2 3-4 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION 11 1/8 11 1/4 11 1/8 ONE ANGLE 17A1 2 L4x4x3/8 x 3-11/2 21/2 15/16 ONE ANGLE 17A2 2 L4x4x3/8 x 14-8 7 SPCS @ 11 7/16 = 6-81/16 11 7/8 7 SPCS @ 11 7/16 = 6-81/16 21/2 15/16 2 ANGLES 17A3 L4x4x3/8 x 19-8 4 19 SPCS @ 1-0 = 19-0 21/2 15/16 21/2 A A Section A-A 17A4 ONE ANGLE 17A4 L5x31/2x5/16 x 19-85/8 1-85/8 4-0 4-0 4-0 4-0 3 3 3 3 3 13/4 5 41/4 TYP aa17 17A4 (S.B.F.T.) w/(1)3/4"Ø x 2 A325 BOLT PER ANGLE (TYP 5 PLCS) 1-L aa17 (NO PAINT) NP 13/16x1 IN aa17 13/16x1 IN 17A4 A A Section A-A 17A5 ONE ANGLE 17A5 31/2 31/2 L5x31/2x5/16 x 19-31/2 2-0 4-0 4-0 4-0 4-0 3 3 3 3 3 21/213/4 41/4TYP aa17 (S.B.F.T.) w/(1)3/4"Ø x 2 A325 BOLT PER ANGLE (TYP 5 PLCS) 1-L aa17 (NO PAINT) 17A5 NP 13/16x1 IN 17A5 13/16x1 IN aa17 A A Section A-A 17A6 ONE ANGLE 17A6 B B L5x31/2x5/16 x 28-9 31/2 31/2 2-31/2 4-0 4-0 4-0 4-0 4-0 21/213/4 3-0 3-0 3 3 3 3 3 3 3 3 21/219/16 41/4 41/16 TYP aa17 (S.B.F.T.) w/(1)3/4"Ø x 2 A325 BOLT PER ANGLE (TYP 6 PLCS) 1-L aa17 (NO PAINT) 17A6 Section B-B 17A6 B B 17A6 ab17 (S.B.F.T.) w/(1)3/4"Ø x 2 A325 BOLT PER ANGLE 1-L ab17 (NO PAINT) NP NP 13/16x1 IN 17A6 13/16x1 IN aa17 13/16x1 IN 17A6 13/16x1 IN ab17 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 0 CATHERINE COMMONS 18 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 18 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 ONE FRAME 18FR1 2 L5x31/2x5/16 ah22107/16 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 aa18411 3-4 1 ONE FRAME 18FR2 2 L5x31/2x5/16 aa16431/2 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 ab18523/16 1 L5x31/2x5/16 ac18331/8 1 PL5/16x3 pa4041/4 3-4 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 0 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION AA BB Section A-A 18FR1 Section B-B 18FR1 ONE FRAME 18FR1 1-615/16 L5x31/2x5/16 x 2-107/16 1/4 TYP 31/2 31/2 4-11 5 5/16 TYP 5 5/16 TYP TYP3/16 INSIDE PROFILE B/E 1/4 ad1 ad1 ad1 aa18 ah2 ad1 ad1 ah2 ad1 aa18 NS ad1 ah2 aa18 FS ad1 QTY 1 - FIFTH FLOOR ah2 AA BB Section A-A 18FR2 Section B-B 18FR2 ONE FRAME 18FR2 C C 1/4 TYP 2-11 3/4 L5x31/2x5/16 x 4-31/2 5-21/2 31/2 31/2 3-31/8 5 5/16 TYP 5 5/16 TYP 6 CUT 7/16 CUT 5-23/16 311 /16 CUT 13/16 CUT 21/2 TYP3/16 INSIDE PROFILE B/E TYP1/4 1/4 1/4 1/4 1/4 ab18 ac18 ad1 aa16 ad1 aa16 ad1 ad1 pa4 FS Section C-C 18FR2 ad1 ad1 ac18 FS ab18 NS aa16 aa16 ad1 ab18 FS ad1 aa16 ab18 ac18 pa4 NS aa16 QTY 1 - FIFTH FLOOR KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 MAR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E9, E10REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 0 CATHERINE COMMONS 19 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 19 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS RAC MAR 2023 BUILDING 3 ONE FRAME 19FR1 2 L5x31/2x5/16 ac152915/16 4 L6x31/2x5/16 ad104 1 L5x31/2x5/16 aa18411 3-4 1 ONE FRAME 19FR2 1 L5x31/2x5/16 19FR248 1 L6x31/2x5/16 ad104 3-4 1 ONE FRAME 19FR3 1 L5x31/2x5/16 19FR348 1 L6x31/2x5/16 ad104 3-4 1 ONE ANGLE 19A1 1 L5x31/2x5/16 19A1411 3-4 1 2 ANGLE 19A2 2 L6x31/2x5/16 19A204 3-4 2 ONE FRAME 19FR4 1 L5x31/2x5/16 aa19351/2 1 L5x31/2x5/16 ab1926 2 L6x31/2x5/16 ad104 1 PL5/16x3 pb4043/16 3-4 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 0 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION AA BB Section A-A 19FR1 Section B-B 19FR1 ONE FRAME 19FR1 31/2 L5x31/2x5/16 x 2-915/16 31/2 4-11 1-61/2 1/4 TYP 5/16 TYP 5/16 TYP 5 TYP3/16 INSIDE PROFILE B/E 1/4 ad1 ad1 ad1 ac15 aa18 ac15 ad1 ad1 aa18 ad1 ac15 ac15 ad1 aa18 FS ad1 QTY 1 - FIFTH FLOOR ONE FRAME 19FR2 L5x31/2x5/16 x 4-8 31/2 1/4 5 3/16 ad1 1-L ad1 5/16 ONE FRAME 19FR3 L5x31/2x5/16 x 4-8 31/2 5 5/16 1/4 3/16 1-L ad1 ad1 ONE ANGLE 19A1 L5x31/2x5/16 x 4-11 1 ALL AROUND NO PAINT 1 ALL AROUND NO PAINT 2 ANGLES 19A2 L6x31/2x5/16 x 4 BACK FACE NO PAINT A A BB Section A-A 19FR4 Section B-B 19FR4 ONE FRAME 19FR4 31/2 L5x31/2x5/16 x 3-51/2 31/2 10 1/4 TYP 5/16 TYP 5 17/8 41/2 CUT 1/2 CUT INSIDE PROFILE 1/4 TYP 3/16 1/4 1/4 ad1 ad1 ab19 aa19 pb4 FS ad1 ab19 NS ad1 aa19 pb4 FS ab19 aa19 KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 APR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E11, E12, E13, E14REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 20 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 20 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS GS APR 2023 BUILDING 3 2 BEAM 20B1 2 W6x12 20B171 FIELD BOLTS 4 3/4 Dia A325 0 13/4 3-5 2 2 BEAM 20B2 2 W6x12 20B2623/8 3-5 2 2 BEAM 20B3 2 HSS4x4x3/8 20B3721/8 3-5 2 2 BEAM 20B4 2 W6x15 20B45101/2 2 PL1/2x141/16 pa905 BENT A572 GR.50 4 3/4 Dia A325 0 2 NON TC 4 3/4 Dia TEFLON WASHER FIELD BOLTS 4 TC 3/4 Dia A325 0 11/2 4 3/4 Dia TEFLON WASHER 3-5 2 2 BEAM 20B5 2 W6x15 20B55101/2 2 PL1/2x141/16 pa905 BENT A572 GR.50 4 3/4 Dia A325 0 2 NON TC 4 3/4 Dia TEFLON WASHER FIELD BOLTS 4 TC 3/4 Dia A325 0 11/2 4 3/4 Dia TEFLON WASHER 3-5 2 ONE BEAM 20B6 1 W6x15 20B65101/2 1 PL1/2x141/16 pa2005 BENT A572 GR.50 2 3/4 Dia A325 0 2 NON TC 2 3/4 Dia TEFLON WASHER FIELD BOLTS 2 TC 3/4 Dia A325 0 11/2 2 3/4 Dia TEFLON WASHER 3-5 1 ONE BEAM 20B7 1 W6x15 20B75101/2 1 PL1/2x141/16 pa2005 BENT A572 GR.50 2 3/4 Dia A325 0 2 NON TC 2 3/4 Dia TEFLON WASHER FIELD BOLTS 2 TC 3/4 Dia A325 0 11/2 2 3/4 Dia TEFLON WASHER 3-5 1 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION 6-11 1/2 21/2 13/4 2 BEAMS 20B1 7 NO PAINT BTM FLG QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR W 6x12x7-1 V.I.F. 2 BEAMS 20B2 7NO PAINT BTM FLG NO PAINT BTM FLG 7 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR W 6x12x6-23/8 V.I.F. 2 BEAMS 20B3 NO PAINT ALL AROUND 11/2 NO PAINT ALL AROUND 11/2 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR HSS4x4x 3/8x7-21/8 V.I.F. 5-81/2 13/4 21/2 (-3)(-31/2) 2 BEAMS 20B4 7 41/2 91/2 23/8 1/8 21/2 47/8 25/8 71/2 13/4 pa9 w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa9 NS QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR13/16x2 BOTH LEGS 13/16x2 IN PLATE W 6x15x5-101/2 5-81/2 13/4 21/2 (-3)(-31/2) 2 BEAMS 20B5 71/2 13/4 11/4 21/2 47/8 25/8 91/2 7 1/8 41/2 23/8 w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa9 FS pa9 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR13/16x2 BOTH LEGS W 6x15x5-101/2 5-81/2 13/4 21/2 (-3)(-31/2) ONE BEAM 20B6 13/16x21/2 LEG SHOW N 13/16x2 IN OSL 91/2 7 1/8 41/2 23/8 71/2 13/4 11/4 21/2 47/8 25/8 pa20 QTY 1 - EIGTH FLOOR (1-W 6x15x5-101/2) 6-31/2 (P/P 6-10) w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/2-3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa20 FS 5-81/2 13/4 21/2 (-3)(-31/2) ONE BEAM 20B7 13/16x21/2 LEG SHOW N 13/16x2 IN OSL 25/847/8 21/2 13/4 71/2 91/2 41/2 7 1/8 23/8 pa9 QTY 1 - EIGHT FLOOR W 6x15x5-101/2 w/ TEFLON WASHER BTW N BEAM W EB & BENT PL w/(2)3/4Øx2 A325 BOLTS (S.B.F.T.) 27/8 GOL 1-PL pa20 NS KLB ASTM A36 U/N ASTM A53 GR.B 13/16 U/N ASTM A500 GR.B ASTM A36 APR 20233/4 A325N U/N ASTM A992 GR.50 CHECKER: ALL SHOP AND FIELD H.S. BOLTS IN BEARING TYPE CONN. ALL RUNNING DIMENSIONS FROM END OF MAIN MATERIAL. PAINT: 1 S/C TNEMEC V10-99 E70XX(LH) U/N E11, E12, E13, E14REF DW G: TO BE INSTALLED USING T.C. BOLTS U.N.O. 22072 1 CATHERINE COMMONS 21 Fax : (315) 479-5514 BILL OF MATERIAL CATHERINE COMMONS W ELLIVER McGUIRE 21 ROLLED SHAPES: PREP: SSPC-SP3 Phone : (315) 479-6693 Raul l i & Sons, Inc. ITHACA, NEW YORK 22072 DW G No.PROJECT JOB No. PIPE: ALL FIELD H.S. BOLTS IN SLIP CRITICAL TYPE CONN. ELECTRODES: FIELD BOLTS:MATERIAL ALL VERTICAL SPACING OF HOLES TO BE 3" UNLESS NOTED. CHANNEL SHAPES: TOTAL W EIGHT: HOLES: PROJECT : SHOP BOLT TYPE: Syracuse, N.Y. 13210-1291 DRAFTER:SURFACE PREP. AND PAINT DATE: Job No. REVISIONS: TUBE SHAPES: DATE: ANGLES & PLATES: TO BE INSTALLED USING T.C. BOLTS UNLESS NOTED DW G No. CUSTOMER : 213 Teall Avenue. ALL COPES TO BE RADIUS GS APR 2023 BUILDING 3 2 FRAME 21FR1 2 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ac2339/16 2 PL5/16x3 pb4043/16 3-5 2 2 FRAME 21FR2 2 L5x31/2x5/16 ab2339/16 2 L6x31/2x5/16 ad104 2 PL5/16x3 pb4043/16 3-5 2 2 FRAME 21FR3 2 L5x31/2x5/16 af2351/4 4 L6x31/2x5/16 ad104 2 L5x31/2x5/16 aa13391/2 2 PL5/16x3 pb4043/16 3-5 2 2 FRAME 21FR4 2 L5x31/2x5/16 21FR4351/4 4 L6x31/2x5/16 ad104 2 L5x31/2x5/16 ab13383/8 2 PL5/16x3 pb4043/16 3-5 2 2 FRAME 21FR5 2 L5x31/2x5/16 aa2181/16 4 L6x31/2x5/16 ad104 3-5 2 2 FRAME 21FR6 4 L5x31/2x5/16 ac14285/16 2 L5x31/2x5/16 ac1203/4 8 L6x31/2x5/16 ad104 3-5 2 No. OF LENGTH DIVISION PIECES SHAPE FT IN MARK REMARKS DIVISION QTY 1 Jun 1 2023 FOR SHOP No.DATE DESCRIPTION 2 FRAMES 21FR1 L5x31/2x5/16 x 3-39/16 31/2 113/16 1/2 CUT 41/2 CUT 5 5/16 1/4 1/4 1/4 3/16 1-PL pb4 FS 1-L ac2 1-L ad1 pb4 FS ac2 ad1 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR 2 FRAMES 21FR2 L5x31/2x5/16 x 3-31/2 31/2 1/2 CUT 41/2 CUT 17/8 5/16 1/4 1/4 1/4 3/16 1-PL pb4 NS 1-L ab2 1-L ad1 pb4 FS ad1 ab2 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR A A Section A-A 21FR3 2 FRAMES 21FR3 31/2 L5x31/2x5/16 x 3-51/4 31/2 2-1013/16 5/16 TYP 5 13/16 TYP3/16 1/4 1/4 INSIDE PROFILE 1/4 1-L ad1 1-L af2 1-L aa13 NS ad1 pb4 FS ad1 af2 ad1 aa13 pb4 NS aa13 af2 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR 31/4 CUT 1/2 CUT A A Section A-A 21FR4 2 FRAMES 21FR4 11/4 31/2 L5x31/2x5/16 x 3-51/4 31/2 1-09/16 1/4 TYP 5/16 TYP 1/4 1/4 TYP 3/16 INSIDE PROFILE 1/4 pb4 FS ab13 af2 ad1 af2 ad1 ab13 pb4 FS ad1 1-L af2 ab13 NS ad1 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR 31/4 CUT 1/2 CUT 2 FRAMES 21FR5 31/2 L5x31/2x5/16 x 1-8 31/2 1/4 1/2 5 5/16 TYP TYP 3/16 ad1 aa2 ad1 ad1 ad1 1-L aa2 QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR A B Section A-A 21FR6 Section B-B 21FR62 FRAMES 21FR6 31/2 L5x31/2x5/16 x 2-83/8 31/2 1-75/16 1/4 TYP 2-03/4 5/16 TYP TYP3/16 INSIDE PROFILE B/E 1/4 ad1 ac14 ad1 ac1 1-L ac14 ad1 ad1 ad1 ac14 ac1 NS ad1 ad1 ac14 ac1 FS ad1 B A QTY 1 - SEVENTH FLOOR QTY 1 - SIXTH FLOOR