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20250582 78 Church St New 5 Story Mixed-Use Development Modification Application
1 1 A B C F G J K P R 3 3 2 2 5 6 7 11 14 2423 27 29 31 32 P18 L P2 P2 P5 P6 P8 13 P9 P11 P15 PE PG PH M H PF 191.1 1.1 A.1 P4 PB P12 P14 30P16 PD P17PJP7 PC (-4' -0")F4.0 (-4' -3")F6.0 (-4' -6")F7.0 (-4' -6")F7.0 (-4' -6")F7.0 (-4' -6")F7.0 (-4' -0")F4.0 (-4' -3")F5.0 (-0' -8")P1 (2' -0")P2 (-4' -0")F4.0 (-0' -8")P1 (-0' -8")P1 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -3")F6.0 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (0' -0")P2 (0' -0")P2 (0' -0")P2 (0' -0")P2 (0' -0")P2 (0' -0")P2 (-0' -8")P1 (2' -0")P3 (2' -0")P2 (0' -0")P2 (0' -0")P2 (0' -0")P2 (0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-4' -6")F7.0 (-0' -8")P1 (-4' -6")F7.0 (-0' -8")P1 (-4' -6")F7.0 (-0' -8")P1 (-0' -8")P1 (-0' -8")P1 (-0' -8")P1 (-0' -8")P2 (0' -8")P2 (-0' -8")P1 (0' -8")P2 (0' -8")P2 (-4' -6")F7.0 (-0' -8")P1 (-4' -6")F8.0 (-0' -8")P1 (-4' -6")F8.0 (-4' -9")F10.0 (0' -0")P2 (-4' -9")F9.0 (0' -0")P2 (0' -0")P1 (-4' -3")F6.0 (-4' -6")F8.0 (-0' -8")P1 (-0' -8")P1 (-0' -8")P1 (-0' -8")P1(-0' -8")P1(-0' -8")P1(-0' -8")P1(-0' -8")P1 (-4' -9")F10.0(0' -0")P2 (-4' -6")F7.0(0' -0")P2 (-4' -6")F8.0(0' -0")P2 (-4' -6")F7.0 (0' -0")P2 (-0' -8")P1 (-0' -8")P1 (-4' -9")F9.0 (0' -0")P2 (-4' -9")F9.0 (0' -0")P2 (-4' -3")F6.0 (0' -0")P2 (-4' -6")F7.0 (-0' -8")P1 17Y E 26 (2' -0")P3 (-4' -9")F101(-4' -9")F101 3'-0"4'-8" 6'-0" (-4' -9")F103 (-4' -9")F101 3' - 0 " 3'-0" (-4' -9")F101 (-4' -0")F1042'-6" 9" 4' - 4 " 4' - 7 " 9" 16 ' - 3 " 3' - 0 " 13 ' - 9 1 / 2 " 2' - 8 1 / 2 " 6' - 6 " 8' - 8 " 4' - 1 0 " 5' - 8 " 15 ' - 0 " 9" 3' - 2 " 5' - 3 " 19'-5" 9 0.0 0° 9"8'-0"6'-7"3'-8"6'-7"9"8'-10"15'-10 1/4"18'-6"3'-5 3/4"12'-4 1/2"5'-7 1/2"3'-2 1/2" 10'-1"11"10'-9 3/4"3'-2 1/4"9"3'-0"9" 9'-3"1'-0"4'-0"14'-0"18'-0" 17'-0"1'-0"24'-0"17'-5"9"9" 9'-0" 9'-0"9'-0"12'-8"7'-7 1/4"15'-10 1/2"100.00°9 0 .0 0 ° 6'-7 1/2" 8 8.0 0 ° 9" A7 S-502 _____________________ A1 S-502 _____________________ A1S-502_____________________ A1 S-502 _____________________ A1S-502_____________________A1S-502_____________________ A1 S-502 _____________________ K1S-502_____________________ K1 S-502 _____________________ K1 S-502 _____________________ A13 S-502 _____________________ K9 S-502 _____________________ TYP TYP TYPTYP TYP TYP TYP TYP TYP P10 S (-0' -8")P2 PA P3 P1 K7 S-503 _____________________ K7S-503_____________________ K15 S-503 _____________________ 14'-10 1/2" A13 S-502 _____________________ (0' -0")P2 D P13 A19 S-503 _____________________ 10 " W A L L 2' - 6 " F O O T I N G TYP DROP TOP OF FOUNDATION WALL 8" AT WALL OPENING, TYP TYP TYP 3' - 0 " F O O T I N G 1' - 4 " W A L L TYP 2' - 6 " F O O T I N G 2'-6" FOOTING 2'-6" FOOTING2'-6" FOOTING K1S-502_____________________ 2'-6" FOOTING 2' - 6 " F O O T I N G TYP DROP TOP OF FOUNDATION WALL 8" AT WALL OPENING, TYPA13 S-502 _____________________ 2'-6" 9' - 4 " (-0' -8")P1 (-4' -6")F102 (-4' -0")F3.0 (-4' -6")F7.0 (-4' -6")F8.0 (-4' -9")F9.0 (-4' -6")F8.0 (-4' -3")F5.0 (-4' -9")F105 (-4' -6")F8.0 B-3 B-2 B-1 B-7 B-5 B-4 B-68" WALL 5" STEM 7" STEM 10" WALL 8" WALL 5" STEM 5" STEM8" WALL 8" W A L L 5" S T E M 8" WALL 5" STEM ASSUME EXCAVATION TO 319.0'± FOR REMOVAL OF EXISTING FILL, BOTTOM OF FOOTING = 319.3' (-4'-6") PROTECT EXISTING STRUCTURE AS REQUIRED FOR EXCAVATION, TYP FIELD VERIFY BOTTOM OF EXISTING FOUNDATION, DO NOT UNDERMINE 1' - 1 " S T E M FIELD VERIFY BOTTOM OF EXISTING FOUNDATION, DO NOT UNDERMINE 7" S T E M 2'-6" FOOTING PROTECT EXISTING STRUCTURE AS REQUIRED FOR EXCAVATION, TYP K17 S-502 _____________________ K17 S-502 _____________________ COLUMN GRIDS WITH A PREFIX OF "P" INDICATE PARKING LEVEL COLUMNS AND ARE UNIQUE TO THE LOWER LEVEL. FOR DIMENSIONS RELATIVE TO THE UPPER LEVEL COLUMN GRIDS SEE S-100 7" S T E M 10 " W A L L 3' - 0 " F O O T I N G (-4' -3")F6.0 8" WALL 5" STEM T/MAT SLAB FOOTING =(-5' - 0") 3' - 0 " FOOTING STEP PER DETAIL /D7 S-501 2'-6" A19 S-502 _____________________ 8'-2" 3 3/4" 3 3/4" REINFORCE EACH FACE WITH No. 4 VERTICAL DOWELS AT 18" OC, No. 4 HORIZONTAL BARS AT 12" OC, CONTINUE WALL REINFORCING THROUGH PIERS T/WALL = (-0'-8")T/WALL = (-0'-8")T/WALL = (-0'-8")T/WALL = (-0'-8") 1' - 4 " C O N C R E T E W A L L 8" 6" S T E M 6" STEM 6" S T E M 6" STEM 1'-0 1/2" 3' - 1 0 " 5'-1 1/2" 6" 6" 1' - 2 " J O G 1' - 2 " J O G 4' - 6 " (-3' -0")F5.0 2 2 2 2 2 2 2 (-4' -3")F6.0 (-4' -6")F106 CONTINUE F106 REINFORCING TO THIS LINE 2 2'-0" 2 2 2 2 2 2 2 3' - 0 " 5 3 / 4 " 9' - 0 " 2'-0" 3"11" 2'-6" FOOTING 8" WALL 5" STEM FOOTING STEP PER DETAIL /D7 S-501 1'-0" 3 3/4" A7 S-503 _____________________ TYP A7 S-503 _____________________ SIM A13 S-503 _____________________ A13 S-503 _____________________ SIM 2'-2" 4 3/8" 2' - 2 " 4 1 / 4 " A7 S-503 _____________________ 2' - 2 " 3 3 / 4 " 2 DROP TOP OF FOUNDATION WALL 8" AT WALL OPENING, TYP 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 K1 S-502 _____________________ A1 S-502 _____________________ TYP K1 S-502 _____________________ 3"2 18'-8 3/8" 8' - 0 1 / 2 " 8' - 8 " 6'-11" 4'-5" 8" 1'-0" 8" 8" 8" 2' - 2 " 8" 5" 8'-0 1/4" 23'-7 3/4" 23'-11 1/8" 1'-0"3"3"1'-0" 3" 1' - 0 " 3" 3" 2" 3" 3"2" DROP TOP OF FOUNDATION WALL 8" AND OVERPOUR SLAB AT GARAGE DOOR ROUGH OPENINGS, TYP DROP TOP OF FOUNDATION WALL 8" AND OVERPOUR SLAB AT GARAGE DOOR ROUGH OPENINGS, TYP 8" TYP 3 (-4' -0")F3.0 11" 1'-8" P0.5 PD.1 3 3 8'-0" (0' -8")P7 (-3' -0")F3.0 (0' -8")P7 (-3' -0")F3.033 (0' -8")P7 (-3' -0")F3.03 8' - 0 " 23'-10"3 3 3 6"3 CHAMFER ALL ABOVE-GRADE CORNERS OF PIER, SMOOTH FORM FINISH ALL CONCRETE EXPOSED TO VIEW PER NOTE 13 ON S-001 TYP 3 FOUNDATION PLAN NOTES 1. PROJECT REFERENCE ELEVATION = (0'-0") AT TOP OF FIRST FLOOR SLAB. 2. THE PROJECT REFERENCE ELEVATION IN NOTE 1 IS EQUIVALENT TO SITE ELEVATION 323.80'. 3. ELEVATIONS NOTED THUS ( ) ON THIS PLAN ARE ABOVE OR BELOW THE REFERENCE ELEVATION IN NOTE 1. 4. FOOTING ELEVATIONS NOTED ON PLAN ARE TO BOTTOMOF FOOTING UNO. PLEASE REFER TO FOUNDATION WALL SECTIONS AND FOOTING SCHEDULE FOR FOOTING THICKNESSES. 5. BOTTOM OF FOUNDATION WALL STRIP AND COLUMN FOOTINGS ON THE PROJECT ARE AT ELEVATION (-4'-0") TYPICAL UNO. 6. COLUMN FOOTING LABELS FX.X REFER TO SCHEDULE ON A18/S-602. 7. TOP OF FOUNDATION WALLS ON THE PROJECT ARE AT ELEVATION 0'-0" TYPICAL UNO. 8. SEE S-001 FOR ADDITIONAL FOUNDATION, EXCAVATION, AND GENERAL NOTES. GRID LINE LOCATION NOTES: NON-ORTHOGONAL GRID LINES 1, 1.1, AND 2: 1. LOCATE R-1 FOR 88° ANGLE FROM HORIZONTAL. 2. LOCATE R-2 FOR ORTHOGONAL DIMENSION TO VERTICAL GRID LINE 3. 3. SEE PLAN FOR NON-ORTHOGONAL DIMENSIONS BETWEEN GRID LINES 1, 1.1, AND 2. NON-ORTHOGONAL GRID LINES PE THROUGH PJ (EAST NON-ORTHOGONAL WALL): 1. LOCATE INTERSECTION OF PJ-P18 FOR 100° ANGLE FROM VERTICAL. 2. OR, SEE THIRD FLOOR FRAMING PLAN TO LOCATE INTERSECTION OF 13-Z MEASURED ORTHOGONALLY FROM VERTICAL GRID LINE 15 TO DETERMINE LOCATIONS. 3. SEE FOUNDATION PLAN AND THIRD FLOOR PLAN FOR NON-ORTHOGONAL DIMENSIONS BETWEEN GRID LINES. NON-ORTHOGONAL GRID LINES 13 THROUGH P15 (SOUTH NON-ORTHOGONAL WALL): 1. LOCATE INTERSECTION OF PJ-P18 FOR 100° ANGLE FROM VERTICAL. 2. LOCATE INTERSECTION OF JP-13 FOR 90° ANGLE FROM EAST NON-ORTHOGONAL WALL. 3. SEE THIRD FLOOR FRAMING PLAN TO LOCATE INTERSECTION OF 13-Z MEASURED ORTHOGONALLY FROM VERTICAL GRID LINE 15 TO DETERMINE LOCATIONS. 4. SEE FOUNDATION PLAN AND THIRD FLOOR PLAN FOR NON-ORTHOGONAL DIMENSIONS BETWEEN GRID LINES. NON-ORTHOGONAL STAIRWELL GRID LINES H, M: 1. LOCATE M-1 FOR 90° ANGLE TO GRID LINE 1 2. LOCATE M-1 FOR ORTHOGONAL DIMENSION TO HORIZONTAL GRID LINE PC. 3. SEE PLAN FOR NON-ORTHOGONAL DIMENSIONS BETWEEN GRID LINES H, M. NON-ORTHOGONAL, UNALIGNED GRID LINE P10: 1. GRID LINE START POINT IS AT LOCATION P-P8. 2. GRID LINE END POINT IS AT LOCATION PF-P9. SYMBOL INDICATES APPROXIMATE LOCATION OF GEOTECHNICAL BORING, SEE BORING LOG SCHEDULE, FIELD VERIFY ALL EXCAVATION DEPTHS, TYP BORING LOG SCHEDULE BORING LABELAPPROXIMATE DEPTH OF UNSUITABLE FILL APPROXIMATE EXCAVATION ELEVATION B-17 FT316.00 B-24 FT319.00 B-36 FT317.00 B-45 FT318.30 B-55 FT318.40 B-63 FT320.50 B-75 FT318.70 PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTSQ N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RST n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A RST1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush As indicated07/03/2024 13323017 ACL S-100 FOUNDATION PLAN 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINEDESIGN "ALL RIGHTS RESERVED" AND"UNAUTHORIZED DUPLICATION IS AVIOLATION OF APPLICABLE LAWS" SCALE:1/8" = 1'-0" A1FOUNDATION PLAN PLAN NORTH TYPICAL FOUNDATION DETAILS SHEET NUMBER DETAIL DESCRIPTION S-501 TYPICAL EXCAVATION AND BACKFILL AT FOUNDATIONS S-501 SLAB ON GRADE DETAIL S-501 WALL CORNER AND TEE REINFORCEMENT S-501 FOUNDATION WALL JOINT DETAILS (DOUBLE) S-501 WALL CORNER AND TEE REINFORCEMENT S-501 SLAB REENTRANT CORNER REINFORCEMENT S-501 FOUNDATION WALL JOINT DETAILS (SINGLE) S-501 FOOTING STEP REINFORCEMENT UNDER PENETRATION S-501 TYPICAL JOINT AROUND NON-ENCASED COLUMN BASE S-501 FOUNDATION WALL SLEEVE DETAIL S-501 TYPICAL FOOTING STEP S-501 TYPICAL COLUMN ENCASEMENT DETAILS S-502 WALL SECTION AT PIER (AT NORTH WALL, GRID LINE A.1) S-502 WALL SECTION AT FULL FACE BRICK AND STONE S-502 TYPICAL WALL SECTION S-502 TYPICAL WALL SECTION AT PIER S-502 WALL SECTION AT GLAZING S-502 TEMPORARY EXCAVATION SUPPORT S-502 TYPICAL WALL SECTION AT HSS COLUMN S-503 TYPICAL ELEVATOR PIT THRESHOLD, SUMP PIT S-503 SLAB EDGE AT OVERHEAD DOORS S-503 FROST PROTECTED ENTRY SLAB WITH THERMAL BREAK S-503 BRACED FRAME J CONNECTION TO SHEAR WALL S-503 EXPOSED FRONT COLUMN BASE S-503 ENTRY SLAB WITH FROST WALLS S-503 TYPICAL ELEVATOR PIT WALL SECTION S-503 TYPICAL WEST STAIRWELL WALL SECTION S-503 TYPICAL EAST STAIRWELL WALL SECTION 2 1 PERMIT 2024-04-03 2 IFC 2024-05-17 3 Post-IFC XXXX-XX-XX 1 1 A B C F G J K P R 3 3 2 2 5 6 7 11 14 2423 27 29 31 32 P18 L P2 P2 P5 P6 P8 13 P9 P11 P15 PE PG PH M H PF 191.1 1.1 A.1 P4 PB P12 P14 30P16 PD P17PJP7 PC A1 S-502 _____________________ A1 S-502 _____________________ A1 S-502 _____________________ A1 S-502 _____________________ A1S-502_____________________A1S-502_____________________ A1 S-502 _____________________ 2817Y E 26 K1S-502_____________________TYP TYP TYPTYP TYP K1 S-502 _____________________ TYP TYP TYP K1 S-502 _____________________ K1 S-502 _____________________ TYP TYP 4" THICK CONCRETE SLAB ON GRADE PER DETAIL T/SLAB = 0'-0", TYP P10 S A1 S-201 _____________________ PA P3 P1 A1 S-503 _____________________ K15 S-503 _____________________ K7 S-503 _____________________ K7S-503_____________________ K1 S-503 _____________________ D P13 CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CECE CECECECECE REENTRANT CORNER REINFORCEMENT PER N13/S-501, TYP No. 4 HOOP REENTRANT REINFORCEMENT, TYP A7 S-502 _____________________ A13 S-502 _____________________ K9 S-502 _____________________ K15 S-503 _____________________ A13 S-502 _____________________ TYP TYP TYP A13 S-502 _____________________ TYP TYP OUTLINE OF PIER BELOW, TYP OUTLINE OF FOUNDATION WALL SHELF BELOW, TYP SCJSCJSCJSCJSCJSCJ SCJ SCJ SCJ SCJ SCJ SCJSCJSCJSCJSCJSCJSCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SCJ SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SC J SCJ SCJ SCJ SCJ SC J SC J SC J 1/2" EXPANSION JOINT MATERIAL AT SLAB EDGE, TYP OUTLINE OF FOUNDATION WALL, SEE A1/S-100 FOR DETAILS, TYP SIM. K1S-502_____________________ /N7 S-501 A19 S-502 _____________________ 2'-0" 1'-10" PROVIDE A SMOOTH FORM FINISH TO EXPOSED CONCRETE SHEAR WALLS, TYP 18 ' - 1 1 " DROPPED FOUNDATION WALL AT COLUMN SIM TO A19/S-502 2 2 REINFORCE CONCRETE WALL OPENINGS WITH No. 4 x 4'-0" LONG DIAGONALS AT EACH CORNER, TYP 2 REINFORCE CONCRETE WALL OPENINGS WITH No. 4 x 4'-0" LONG DIAGONALS AT EACH CORNER, TYP 2 18'-8 3/8" 8' - 0 1 / 2 " 5" 3 3 / 4 " 3 3 / 4 " 6'-11" 8' - 8 " CE CE CE222 K1 S-502 _____________________ A1 S-502 _____________________ K1 S-502 _____________________ DROP TOP OF FOUNDATION WALL 8" AT WALL OPENING, TYP DROP TOP OF FOUNDATION WALL 8" AT WALL OPENING, TYP K21 S-503 _____________________ K21 S-503 _____________________ DROP TOP OF FOUNDATION WALL 8" AND OVERPOUR SLAB AT GARAGE DOOR ROUGH OPENINGS, TYP DROP TOP OF FOUNDATION WALL 8" AND OVERPOUR SLAB AT GARAGE DOOR ROUGH OPENINGS, TYP 3 P0.5 PD.1 333 FIRST FLOOR SLAB ON GRADE PLAN NOTES 1. ELEVATIONS NOTED THUS (+/-) ON THIS PLAN ARE ABOVE OR BELOW THE REFERENCE ELEVATION NOTED ON S-100. 2. "SCJ" INDICATES SLAB CONTROL JOINT. 3. SEE FOUNDATION PLAN FOR GRID LINE DIMENSIONS. 4. SEE S-001 FOR ADDITIONAL FOUNDATION, EXCAVATION, AND GENERAL NOTES. PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTSQ N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RST n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A RST1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush As indicated07/03/2024 13323017 ACL S-101 FIRST FLOOR SLAB ON GRADE PLAN 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINEDESIGN "ALL RIGHTS RESERVED" AND"UNAUTHORIZED DUPLICATION IS AVIOLATION OF APPLICABLE LAWS" SCALE: 1/8" = 1'-0" A1FIRST FLOOR SLAB ON GRADE PLAN PLAN NORTH TYPICAL FOUNDATION DETAILS SHEET NUMBER DETAIL DESCRIPTION S-501 TYPICAL EXCAVATION AND BACKFILL AT FOUNDATIONS S-501 SLAB ON GRADE DETAIL S-501 WALL CORNER AND TEE REINFORCEMENT S-501 FOUNDATION WALL JOINT DETAILS (DOUBLE) S-501 WALL CORNER AND TEE REINFORCEMENT S-501 SLAB REENTRANT CORNER REINFORCEMENT S-501 FOUNDATION WALL JOINT DETAILS (SINGLE) S-501 FOOTING STEP REINFORCEMENT UNDER PENETRATION S-501 TYPICAL JOINT AROUND NON-ENCASED COLUMN BASE S-501 FOUNDATION WALL SLEEVE DETAIL S-501 TYPICAL FOOTING STEP S-501 TYPICAL COLUMN ENCASEMENT DETAILS S-502 WALL SECTION AT PIER (AT NORTH WALL, GRID LINE A.1) S-502 WALL SECTION AT FULL FACE BRICK AND STONE S-502 TYPICAL WALL SECTION S-502 TYPICAL WALL SECTION AT PIER S-502 WALL SECTION AT GLAZING S-502 TEMPORARY EXCAVATION SUPPORT S-502 TYPICAL WALL SECTION AT HSS COLUMN S-503 TYPICAL ELEVATOR PIT THRESHOLD, SUMP PIT S-503 SLAB EDGE AT OVERHEAD DOORS S-503 FROST PROTECTED ENTRY SLAB WITH THERMAL BREAK S-503 BRACED FRAME J CONNECTION TO SHEAR WALL S-503 EXPOSED FRONT COLUMN BASE S-503 ENTRY SLAB WITH FROST WALLS S-503 TYPICAL ELEVATOR PIT WALL SECTION S-503 TYPICAL WEST STAIRWELL WALL SECTION S-503 TYPICAL EAST STAIRWELL WALL SECTION 1 PERMIT 2024-04-03 2 IFC 2024-05-17 3 Post-IFC XXXX-XX-XX SECOND FLOOR FRAMING PLAN NOTES 1. TOP OF STEEL FRAMING ON THIS PLAN (BOTTOM OF DECK) = +11'-7 1/2" ABOVE THE REFERENCE ELEVATION NOTED ON S-100. 2. ELEVATIONS OF MEMBERS NOTED THUS (+/-) ON THIS PLAN ARE ABOVE OR BELOW THE ELEVATION IN NOTE 1. 3. THE REQUIRED QUANTITY OF SHEAR STUDS FOR COMPOSITE BEAMS ARE DENOTED WITH (XX) AFTER THE BEAM LABEL. 4. BEAM REACTIONS SHOWN ARE LRFD. DESIGN STEEL CONNECTIONS FOR BEAM REACTION SHOWN. WHERE REACTIONS ARE NOT SHOWN, DESIGN CONNECTION FOR 10K MINIMUM. 5. SEE COLUMN SCHEDULE ON S-601 FOR STRUCTURAL COLUMN INFORMATION. 6. EQUALLY SPACE BEAMS BETWEEN COLUMNS WHEN SPACING DIMENSIONS ARE NOT GIVEN. 7. SEE S-108 FOR FLOOR DECK / SLAB REQUIREMENTS. 8. BF DENOTES A BRACED FRAME. SEE S-610, S-611, S-612, S-613, S-614, AND S-615 FOR FRAME SCHEMATIC STRUCTURAL INFORMATION. 9. COORDINATE FLOOR DECK / SLAB OPENING QUANTITY, SIZES, AND LOCATIONS WITH MEP AND A-SERIES DWGS, AND WITH APPROVED SHOP DRAWINGS FOR ALL TRADES. 10. ARCHITECTURAL LAYOUT SHOWS WALLS AND FLOOR PLAN BELOW THIS LEVEL. 11. SEE FOUNDATION PLAN FOR GRID LINE DIMENSIONS. 12. SEE NOTES ON S-001 FOR ADDITIONAL REQUIREMENTS. HSS COLUMNS IN BLUE ARE ABOVE TRANSFER LEVEL, TYP TRANSFER GIRDER SUPPORTS OFFSET HSS COLUMN PER DETAIL Q7/S-510A1S-612_____________________ 1 1 A B C F G J K P R 3 3 2 2 5 6 7 11 14 2423 27 29 31 32 P18 L P2 P2 P5 P6 P8 13 P9 P11 P15 PE PG PH M H PF 191.1 1.1 A.1 P4 PB P12 P14 30P16 PD P17PJP7 PC 2817Y E 26 A1 S-613 _____________________ K1 S-613 _____________________ + W10x15 AT INTERIOR + W10x15 AT INTERIOR (-0'-10") (-0'-10") (-0'-10") (-0'-10") (-0'-10") (-0'-10") + W10x15 AT INTERIOR (-0'-10") + W10x15 AT INTERIOR+ W10x15 AT INTERIOR (-0'-10") (-0'-10") (-0'-10") (-0'-10") (-0'-10")(-0'-10")+ W10x15 AT INTERIOR (-0'-10") (-0' -10 " ) (-0' -10 " ) 1/ 2 " O F F S E T MITER CORNER AESS C, SEE SPECIFICATIONS H1S-512_____________________ H1 S-512 _____________________ SECOND FLOOR TERRACE H19S-512_____________________ 3' - 0 " P10 S 11k W16X 26 (0' - 4 1/2") 11k 11k W10X12 (8) 11k 11k W24 X 84 (2 1) 11k 11k W24X 84 (12) 11k 11k W8X10 11k 11k W1 2X 1 4 11k 11k W21X44 (16)11k 60k W21X44 39k 38k W21X44 (8)28k 13k W18X35 20k 116k W24X68 165k 85k W24X76 (8)101k 99k W24X55 (10)53k 21k W18X76 (20) 27k 101k W24X62 41k135k W24X68 58k 16k W24X55 58k 67k W30X116 (25)59k 64k W21X48 (18)(-0' - 10")60k 11kW8X10(6)11k 12kW16X26 (-0' - 10")13k16k W1 4 X 2 2 (1 0 ) 15 k 19 k W1 6 X 3 1 20 k 26kW24X62(34) (-0' - 10") 52k 11 0 k W2 1 X 6 8 52 k 169k W27X336 127k 12 1 k W2 4 X 1 0 3 65 k 13kW18X3511k34kW24X5534k 69 k W2 7 X 8 4 25 k 85 k W3 0 X 9 0 (2 6 ) 13 1 k 45kW24X5545k76kW24X62(14)63k46kW21X44(14)39k11kW8X1011k 11 k W1 2 X 1 4 11 k 11k W24X84 (11)11k 31k W24X84 (18)140k 48k W24X84 (18)58k 99k W24X84 (20)47k 130k W24X84 (28)43k 46k W21X48 87k 11k W8X10 11k 14kW16X3111k11kW12X14(6)15k137kW21X62(60)64k151kW27X8445k16kW16X2614k175k39k11kW12X1411k 70k W30X90 55k 11k W16X26 (0' - 4 1/2") 11k 11 k W8 X 1 0 11 k 18 k W1 8 X 3 5 17 k 11k W8X10 11k 11 k W1 2 X 1 4 11 k 16k W16X26 16k 11k W16X26 11k 16k W16X26 16k 17 k W1 6 X 3 1 (1 6 ) 17 k 27 k W1 8 X 4 6 (3 4 ) 22 k 27 k W2 1 X 4 4 22 k 11 k W1 8 X 3 5 (6 ) 11 k 54kW30X9091k11kW8X1011k 11 k W1 2 X 4 0 84 k 26 k W1 2 X 1 4 11 k 12 k W1 2 X 1 9 (1 0 ) 12 k 11kW12X1411k 15 k W1 2 X 2 2 (1 2 ) 15 k 14 k W1 2 X 1 9 (1 0 ) 14 k 13 k W1 2 X 1 9 (1 0 ) 13 k 14 k W1 2 X 1 9 (1 0 ) 14 k 13 k W1 2 X 1 9 (1 0 ) 13 k 13k W1 2X 1 9 ( 10 ) 13k 11 k W1 2 X 1 4 (8 ) 11 k 12 k W1 2 X 1 4 (8 ) 12 k 11 k W1 2 X 1 4 11 k 11 k W1 2 X 1 4 11 k 11 k W1 2 X 1 4 11 k 11 k W1 2 X 1 4 (6 ) 11 k 11 k W1 0 X 2 2 11 k 11 k W1 6 X 3 1 11 k 11 k W1 2 X 1 4 11 k 11k W8X10 11k 61 k W2 4 X 6 2 26 k 18 k W1 8 X 3 5 18 k 96 k W2 7 X 8 4 36 k 1 1 k 1 1 k 11 k W8 X 1 0 (-0 ' - 8 1 / 2 " ) 11 k 27k W24X55 73k 31k W24X55 83k 14k W12X22 (12) (-0' - 10")13k 20k W18X35 50k 50k W24X68 (46) 100k W14X22 13k 12k W12X16 (10)12k 112k W27X84 77k W14X22 12k 11k W12X14 (8)12k 25k W21X44 33k 12k W14X22 (-0' - 10")14k18kW18X35(28)55k 62k W27X84 72k 21k W21X48 79k 69k W18X35 21k 50k W16X26 19k 16k W12X16 (10)14k14kW12X14(8)13k52kW21X6241k82k W12X40(10) 37k 41k W21X44 (8) 41k 54k W24X68 43k97k W30X148 103k 163k W30X90 105k64kW27X84 64k 125k W30X132 100k 12k W12X14 (8)11k 11k W8X10 (-0' - 8 1/2") 11k 50k W24X55 51k 29kW12X19(16)11k 11k W10X 12 11k 115k W16X45 19k 89kW12X4021k82k W14X43 11k 59k W12X40 (14) 35k 99kW12X4011k 21 k W1 8 X 3 5 (1 2 ) (-0 ' - 1 0 " ) 95 k 15kW16X26(14) (-0' - 10") 16k 29 k W2 1 X 6 2 73 k 11 k W1 2 X 1 4 11 k 14 k W1 2 X 1 9 (1 0 ) 14 k 13 k W1 2 X 1 4 (8 ) 13 k 41 k W2 4 X 8 4 12 6 k 11 k W1 2 X 1 4 11 k 14 k W1 2 X 1 9 (1 0 ) 14 k 30 k W2 4 X 6 2 (5 2 ) 79 k 11 k W1 2 X 1 4 11 k 14 k W1 2 X 1 9 (1 0 ) 14 k 96k W21X48 68k 54k W14X43 (10)76k 57 k W2 4 X 5 5 23 k 11 k W1 2 X 1 4 11 k 14 k W1 2 X 1 9 (1 0 ) 14 k 14 k W2 4 X 5 5 14 k 11 k W1 2 X 1 4 (6 ) 11 k 11 k W1 2 X 1 6 (1 0 ) 11 k 13 k W1 2 X 1 4 (8 ) 13 k 13 k W2 4 X 5 5 (8 ) 13 k 11 k W1 2 X 1 4 (8 ) 11 k 12 k W1 2 X 1 4 (8 ) 12 k 106k W21X50 36k 16 k W2 4 X 5 5 16 k 16 k W1 6 X 3 1 (1 6 ) 16 k 11 k W1 2 X 1 4 11 k 11 kW8 X 1 0 11 k 11 k W2 4 X 5 5 (6 ) 11 k 16 k W1 6 X 3 1 (1 6 ) 16 k 12 k W1 2 X 1 4 (8 ) 12 k 16 k W1 6 X 3 1 (1 6 ) 16 k 11 k W1 2 X 1 6 (1 0 ) 11 k 11 k W1 2 X 1 4 11 k 11 k W2 4 X 5 5 (2 2 ) 11 k 11 k W1 8 X 3 5 (8 ) 11 k 66k W24X55 (8)50k 11k W24X55 (7) 11k 11k W24X55 (7) 11k 11k W24X55 (7) 11k 11k W24X55 (8) 11k 11kW12X1411k 13k W16X31 11k 15k W14X22 (6)15k 11k W10X12 (6) 11k 11kW14X2211k 10 7 k W1 8 X 3 5 11 k 15k W21X44 166k 18 k W1 6 X 2 6 (3 4 ) 64 k 11 k W1 0 X 1 5 11 k 11k W10X15 11k W10X15W10X1511kW10X15 20k W18X35 60k 70k W24X68 25k 15k W21X44 16k 11k W12X14 11k 11 k W1 8 X 3 5 (8 ) 11 k 47k W12X40 (8) 58k 52k W16X45 (6) 65k 11 k W1 6 X 2 6 (0' - 4 1 / 2 " ) 11 k 12k W16X26 (0' - 4 1/2") 11k 11 k W1 2 X 2 6 11 k 11 k W1 0 X 1 5 11 k +W 1 0 x 1 5 A1 S-201 _____________________ PA P3 P1 D P13 MITER CORNER AESS C, SEE SPECIFICATIONS B F-1 BF-C BF -11 BF-P7 BF-PD BF -P1 7 BEAM BEARING PER DETAIL /A1 S-513 (-0 ' - 8 1 / 2 " ) (-0 ' - 8 1 / 2 " ) W8X15 CURVED CONC SW CONC SW CO N C S W CO N C S W (2) No. 6 BARS AT DOOR HEAD, TYP CO N C S W CO N C S W CONC SW CONC SW (2) No. 6 BARS AT HEAD OF DOOR, TYP T/WALL =(0' - 4 1/2"), TYP DROPPED COLUMN BASE BEAM CONNECTION PER , TYP/G8 S-513 W1 2 X 4 0 W18X35 (-0' -8 1 / 2 " ) W18X35 W24X55 W16x26 (-0'-10")W16X26 (-0'-10") W1 6 X 2 6 (-0' -10 " ) W16X26 BF-Z/PJ P1 S-513 _____________________ A1 S-610 _____________________ W24X55 A10 S-613 _____________________ K8S-613_____________________10k 10k K15 S-613 _____________________ 2 5/8" OFFSET88.6 8 ° 13k 13k ALIGN W21X48 BELOW COLUMN CENTER W1 0 X 1 5 DROPPED COLUMN BASE BEAM CONNECTION PER , TYP/G8 S-513 (-0' - 10") + W10x15 STIFFENED SEAT CONNECTION PER DETAIL (SIM.)/P8 S-513 STIFFENED SEAT CONNECTION PER DETAIL /P8 S-513 SKEWED BEAM COLUMN BASE ON BALCONY FRAMING BEAM PER DETAIL , TYP/P1 S-513 OFFSET COLUMN PLATE SUPPORT PER DETAIL , TYP/A19 S-513 9" OFFSET BEAM TO COL W2 4 X 5 5 W24X55 (5)W24X55 (9) (5 ) STEP SLAB EDGE IN TYP, CFMF WALL CONTINUOUS AT STEPPED-IN SLAB 1' - 0 " W8X10 T/STEM =(0' - 4 1/2") T/STEM =(0' - 4 1/2") T/STEM =(0' - 4 1/2"), TYP T/SHELF =0' - 0"), TYP L3x3x1/4 PERIMETER LEDGER, FASTEN TO WALL WITH 1/2" EXPANSION OR ADHESIVE ANCHORS AT 16" MAX OC, TYP 2 2 2 P4a (-2'-6") P4 (-2'-6") P4c (-2'-6")P4c (-2'-6") 2 2 2 2 2 2 2 2 2 P4e (-2'-6") 2P4a (-2'-6") 2 2 2 2 P4b (0'-0")2 P4e (-2'-6") CO N C S W 2 2 P4b (0'-0")2 P4a (-2'-6") 2 P4a (-2'-6") 2 T/ WALL =(0' - 4 1/2") 2 22 2 2 2 2 2 FASTEN DECK TO TOP OF WALL WITH 1/4" X 1 3/4" CONCRETE SCREWS AT EACH FLUTE 2' - 0 " T/WALL = (-2' - 0") W24X55 2 2 2 2 2 2 2 (3) EMBED PLATES Q7 S-503 _____________________ T/WALL =(0' - 4 1/2") T/WALL =(0' - 4 1/2") 2 H20 S-510 _____________________ H20 S-510 _____________________ H14 S-512 _____________________ W8X10 EMBED PLATE PER G1/S-602 EMBED PLATE PER G1/S-602 OFFSET W21 1/4" EAST 2 COLUMNS TO TUBE COLUMNS 9" TYPICAL OFFSET OF WIDE FLANGE SEE A13/S-513 FOR OFFSET CONNECTION, TYP 2 A18 S-514 _____________________ 2 A18 S-514 _____________________ 2 A18 S-514 _____________________ 2 W8X10 5'-0"5'-0" HSS6X6X3/8 SHOP WELDED OUTRIGGER, TYP OVERPOUR SLAB AT DOORS, TYP 1' - 2 " P5 (-2'-0 1/2") EMBED PLATE PER A8/S-5133 1 SK-1.0 _____________________ P0.5 PD.1 2 2 3W8 X 1 0 W8 X 1 0 W 8 X 1 0 EQ EQ33 3' - 0 " HSS10X5X5/16 HS S 6 X 4 X 1 / 4 HS S 6 X 4 X 1 / 4 HS S 6 X 4 X 1 / 4 HS S 6 X 4 X 1 / 4 HS S 6 X 4 X 1 / 4 (-1 ' - 9 " ) (-1 ' - 1 " ) (-1 ' - 9 " ) (-1 ' - 1 " ) (-1 ' - 9 " ) (-1 ' - 1 " ) (-1 ' - 1 " ) (-1 ' - 9 " ) (-1 ' - 9 " ) (-1 ' - 1 " ) 3 HS S 6 X 4 X 1 / 4 (-1 ' - 9 " ) (-1 ' - 1 " ) 3 N18 S-514 _____________________ HS S 6 X 4 X 1 / 4 (-1 ' - 9 " ) (-1 ' - 1 " ) (-2' - 5") PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTSQ N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RST n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A RST1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush As indicated07/03/2024 13323017 ACL S-102 SECOND FLOOR FRAMING PLAN 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINEDESIGN "ALL RIGHTS RESERVED" AND"UNAUTHORIZED DUPLICATION IS AVIOLATION OF APPLICABLE LAWS" PLAN NORTH TYPICAL STRUCTURAL FRAMING DETAILS SHEET NUMBER DETAIL DESCRIPTION S-510 TYPICAL DOUBLE ANGLE CONNECTIONS S-510 TYPICAL SINGLE ANGLE CONNECTIONS S-510 TYPICAL SINGLE PLATE CONNECTIONS S-510 TYPICAL OFFSET BEAM TO COLUMN CONNECTIONS S-510 TYPICAL END PLATE, TEE, AND SEATED CONNECTIONS S-510 TYPICAL TRANSFER GIRDER (BEAM SUPPORTING COLUMN) S-510 TYPICAL SLAB ON METAL DECK REINFORCEMENT DETAIL S-510 TYPICAL DECK EDGE AT TOP OF SHEAR WALL S-510 TYPICAL CONNECTIONS AT HSS COLUMNS S-511 TYPICAL HSS BRACING AT IN-PLANE DISCONTINUITY AT COLUMN BASE S-511 TYPICAL HSS BRACING AT COLUMN BASE S-511 TYPICAL HSS BRACING TO HSS COLUMN (TOP OR BOTTOM GUSSET) S-511 TYPICAL HSS BRACING TO HSS COLUMN - ALTERNATE S-511 TYPICAL HSS BRACING TO HSS COLUMN (TOP AND BOTTOM GUSSETS) S-511 TYPICAL HSS BRACING TO HSS COLUMN (CONTINUOUS COLUMN) S-511 TYPICAL HSS BRACING TO HSS COLUMN (CONTINUOUS COLUMN) S-511 TYPICAL HSS BRACING TO COLUMN CONNECTION (TOP OR BOTTOM GUSSET) S-511 POUR STOP SCHEDULE S-512 TYPICAL DECK CHANGE OF DIRECTION S-512 TYPICAL SECTION AT TERRACE TRANSITION S-512 TYPICAL TERRACE TRANSITION SECTION S-512 TYPICAL FLANGE PLATED MOMENT CONNECTIONS S-512 TYPICAL FLANGE PLATED MOMENT CONNECTIONS AT HSS COLUMNS S-512 TYPICAL SECTION AT BALCONY S-512 TYPICAL BALCONY DOOR OPENING SECTION S-513 TYPICAL BEAM BEARING IN CONCRETE S-513 COLUMN BASE OFFSET FROM SUPPORT GIRDER S-513 DROPPED WALL COLUMN BASE AT BEAM TO COLUMN CONNECTION S-513 OFFSET TRANSFER COLUMN BP-S3 S-513 OFFSET TRANSFER COLUMN BP-S4, BP-S14 S-513 COLUMN BASE ON BALCONY FRAMING BEAM S-513 ALL-BOLTED OFFSET STIFFENED SEATED CONNECTION S-513 EP-10 S-513 AESS OFFSET BEAM TO COLUMN S-514 TYPICAL SECTION AT EXTERIOR WALL S-514 LOW PARAPET AND GLASS RAIL S-514 SECTION AT SECOND FLOOR BALCONY OFFSET BEAM S-514 TYPICAL SECTION AT EXTERIOR WALL OFFSET FROM BEAM S-514 OFFSET BEAM AT BALCONY EDGE S-514 BEAM AT BALCONY EDGE S-514 LOW BEAM AT BALCONY EDGE S-514 OFFSET BEAM AT TERRACE EDGE S-514 HIGH PARAPET AND GLASS RAIL S-514 BRICK RELIEVING ANGLE (THIRD FLOOR) S-514 CARPORT FRAMING CONNECTIONS SCALE: 1/8" = 1'-0" A1SECOND FLOOR FRAMING PLAN 1 PERMIT 2024-04-03 2 IFC 2024-05-17 3 Post-IFC XXXX-XX-XX 1L 2G 6" EOD TO COL CENTERLINE, TYP UNO 1'-0" EOD ALIGN EDGE OF DECK WITH INSIDE FACE OF CFMF WALL AT EXTERIOR WALLS, TYP AT SECOND FLOOR UNO 3" EOD STAIR ELEV STAIR SECOND FLOOR DECK NOTES: 1. USE (2) SPANS CONTINUOUS AT FLOOR DECK, MINIMUM. IF DECK SPANS EXCEED 11'-0", PROVIDE SHORING PER THE DECK MANUFACTURER'S REQUIREMENTS. 2. GC SHALL VERIFY ALL DIMENSIONS TO EDGE OF DECK WITH A-SERIES SECTIONS AND DETAILS, TYP 3. COORDINATE FLOOR DECK/SLAB OPENING QUANTITY, SIZES, AND LOCATIONS WITH MEP AND A-SERIES DRAWINGS, AND WITH APPROVED SHOP DRAWINGS FOR ALL TRADES. 4. FIELD CUT DECK AS REQUIRED AT ALL OPENINGS AND SKEWED CUTS. 5. PROVIDE GIRDER FILLERS AS REQUIRED TO MAINTAIN COMPOSITE BEAM EFFECTIVE WIDTH, TYP, SEE S-001 FOR ADDITIONAL COMPOSITE BEAM NOTES AND REQUIREMENTS. 6. REFER TO DIVISION 05 FOR ADDITIONAL INFORMATION. CHANGE IN DECK DIRECTION PER DETAIL P1/S-512 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 11'-2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 11'-2", TYP CONTINUOUS 16 GAGE POUR STOP AT ALL FLOOR DECK EDGES, TYP UNO 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G60 GALV, 50 KSI) T/SLAB = 23'-9 1/2", TYP EDGE OF DECK = INSIDE FACE OF SUPPORTING BEAM WEB AT BALCONIES, TYP 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G90 GALV, 50 KSI) T/SLAB = 11'-2", TYP 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G60 GALV, 50 KSI) T/SLAB = 12'-0", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 11'-2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 11'-2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 11'-2", TYP EXTERIOR WALLS ARE CONTINUOUS FROM TOP OF FOUNATION TO THIRD FLOOR FRAMING (BY- PASS SECOND FLOOR) TYP UNO 3" EOD 3" EOD 3" D E C K E D G E TO C O L C E N T E R L I N E 3" DECK EDGE TO COL CENTERLINE 3" D E C K E D G E TO C O L C E N T E R L I N E 3" DECK EDGE TO COL CENTERLINE 3" DECK EDGE TO COL CENTERLINE 3" DECK EDGE TO COL CENTERLINE 3" E O D 3" EOD 1'-0" EOD CONC WALL 2" EOD AT 6" EOD 1' - 0 " E O D 1'-0" EOD 1' - 0 " E O D 6" EOD 6" EOD 1'-0" EOD 1' - 0 " E O D 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI) 3 2'-0" EOD 3 2'-0" EOD THIRD FLOOR DECK NOTES: 1. USE (2) SPANS CONTINUOUS AT FLOOR DECK, MINIMUM. IF DECK SPANS EXCEED 11'-0", PROVIDE SHORING PER THE DECK MANUFACTURER'S REQUIREMENTS. 2. GC SHALL VERIFY ALL DIMENSIONS TO EDGE OF DECK WITH A-SERIES SECTIONS AND DETAILS, TYP 3. COORDINATE FLOOR DECK/SLAB OPENING QUANTITY, SIZES, AND LOCATIONS WITH MEP AND A-SERIES DRAWINGS, AND WITH APPROVED SHOP DRAWINGS FOR ALL TRADES. 4. FIELD CUT DECK AS REQUIRED AT ALL OPENINGS AND SKEWED CUTS. 5. PROVIDE GIRDER FILLERS AS REQUIRED TO MAINTAIN COMPOSITE BEAM EFFECTIVE WIDTH, TYP, SEE S-001 FOR ADDITIONAL COMPOSITE BEAM NOTES AND REQUIREMENTS. 6. REFER TO DIVISION 05 FOR ADDITIONAL INFORMATION. 3" DECK EDGE TO COLUMN CENTERLINE, TYP STAIR ELEV STAIR CHANGE IN DECK DIRECTION PER DETAIL P1/S-512 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 22'-11 1/2", TYP ALIGN EDGE OF DECK WITH OUTSIDE FACE OF CFMF WALL, TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 22'-11 1/2", TYP CONTINUOUS 16 GAGE POUR STOP AT ALL FLOOR DECK EDGES, TYP UNO 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G60 GALV, 50 KSI) T/SLAB = 23'-9 1/2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 22'-11 1/2", TYP EDGE OF DECK = INSIDE FACE OF SUPPORTING BEAM WEB AT BALCONIES, TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 22'-11 1/2", TYP 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G60 GALV, 50 KSI) T/SLAB = 23'-9 1/2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 22'-11 1/2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 22'-11 1/2", TYP CHANGE IN DECK DIRECTION PER DETAIL P1/S-512 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 34'-9", TYP FOURTH FLOOR DECK NOTES: 1. USE (2) SPANS CONTINUOUS AT FLOOR DECK, MINIMUM. IF DECK SPANS EXCEED 11'-0", PROVIDE SHORING PER THE DECK MANUFACTURER'S REQUIREMENTS. 2. GC SHALL VERIFY ALL DIMENSIONS TO EDGE OF DECK WITH A-SERIES SECTIONS AND DETAILS, TYP 3. COORDINATE FLOOR DECK/SLAB OPENING QUANTITY, SIZES, AND LOCATIONS WITH MEP AND A-SERIES DRAWINGS, AND WITH APPROVED SHOP DRAWINGS FOR ALL TRADES. 4. FIELD CUT DECK AS REQUIRED AT ALL OPENINGS AND SKEWED CUTS. 5. PROVIDE GIRDER FILLERS AS REQUIRED TO MAINTAIN COMPOSITE BEAM EFFECTIVE WIDTH, TYP, SEE S-001 FOR ADDITIONAL COMPOSITE BEAM NOTES AND REQUIREMENTS. 6. REFER TO DIVISION 05 FOR ADDITIONAL INFORMATION. ALIGN EDGE OF DECK WITH OUTSIDE FACE OF CFMF WALL, TYP 3" DECK EDGE TO COL CENTERLINE, TYP STAIR ELEV STAIR 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 34'-9", TYP CONTINUOUS 16 GAGE POUR STOP AT ALL FLOOR DECK EDGES, TYP UNO 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G60 GALV, 50 KSI) T/SLAB = 35'-7", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 34'-9", TYP EDGE OF DECK = INSIDE FACE OF SUPPORTING BEAM WEB AT BALCONIES, TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 34'-9", TYP 4 1/2" TOTAL THICKNESS: 2 1/2" LW CONCRETE ON 2" X 18 GAGE COMPOSITE FLUTED STEEL DECK (G60 GALV, 50 KSI) T/SLAB = 35'-7", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 34'-9", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 34'-9", TYP CHANGE DECK DIRECTION AT BEAM CENTERLINES3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 46'-11 1/4", TYPALIGN EDGE OF DECK WITH OUTSIDE FACE OF CFMF WALL, TYP3" DECK EDGE TO COL CENTERLINE, TYP STAIR ELEVSTAIR3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI), T/DECK = 46'-11 1/4", TYP 3" EDGE OF DECK TO COL CENTERLINE3" EDGE OF DECK TO COL CENTERLINE CHANGE DECK DIRECTION AT SUPPORT CENTERLINE 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI) T/DECK = 47'-10 1/4", TYP TOP ROOF DECK WITH 3/4" THICK STRUCTOCRETE PANEL, T/PANEL = 47'-11"/P9 S-512ALIGN EDGE OF DECK WITH INSIDE FACE OF CFMF WALL, TYP STAIR ELEV800S162-68 CONTINUOUS LEDGER AT PERIMETER STUD WALLS PER , TYP/P19 S-512EXTERIOR WALLS OF RAISED FIFTH FLOOR ARE CONTINUOUS FROM TOP OF FIFTH FLOOR DECK TO ROOF FRAMING, TYPSTAIR CHANGE DECK DIRECTION AT BEAM CENTERLINES 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI)T/DECK = 59'-7 1/2", TYPPARAPET WALL BELOW 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI)T/DECK = 59'-7 1/2", TYP3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI)T/DECK = 70'-6 1/2", TYP 3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI)T/DECK = 58'-0", TYP3" X 18 GAGE FLUTED METAL ROOF DECK (G90 GALV, 50 KSI)T/DECK = 62'-0", TYP PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMPCONSULTANTSQNPMLK J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RST n y 1 2 0 6 1 REVISIONS QNPMLK J H F G E D C B A RST1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush 1/16" = 1'-0"07/03/2024 13323017 ACL S-108 FLOOR AND ROOF DECK PLANS 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINEDESIGN "ALL RIGHTS RESERVED" AND"UNAUTHORIZED DUPLICATION IS AVIOLATION OF APPLICABLE LAWS" SCALE:1/16" = 1'-0"REF: A1 / S-201 A1 SECOND FLOOR DECK SCALE: 1/16" = 1'-0"REF: A1 / S-201 A9 THIRD FLOOR DECK SCALE: 1/16" = 1'-0"REF: A1 / S-201 A17 FOURTH FLOOR DECK SCALE: 1/16" = 1'-0"REF: A1 / S-201K1 FIFTH FLOOR DECK SCALE: 1/16" = 1'-0"REF: A1 / S-201K9 RAISED FIFTH FLOOR DECK SCALE: 1/16" = 1'-0"REF: A1 / S-301K17 ROOF DECK PLAN NORTH PLAN NORTH PLAN NORTH PLAN NORTH PLAN NORTH PLAN NORTH 1 PERMIT 2024-04-03 3 Post-IFC XXXX-XX-XX 1 INTERIOR COMPOSITE FLOOR DECK PER PLAN, ORIENT FLUTE DIRECTION AS INDICATED ON PLAN LIGHT GAUGE POUR STOP, ALIGN WITH OUTER EDGE OF CFMF WALL CFMF STUD WALL PER PLAN FINISHES PER A-SERIESEXTERIOR WALL FINISHES PER A-SERIES DEFLECTION TRACK, TYP 3" EDGE OF DECK CFMF STUD WALL PER PLAN AS REQUIRED BALCONY, SEE A-SERIES FOR FINISHES RAILING SYSTEM PER A-SERIES TOP TRACK EXTEND RAILIING THRU CFMF METAL ROOF DECK, SEE PLAN FOR DIRECTION CFMF SOFFIT BY ARCH EXPOSED BEAM PER PLAN PER A-SERIES L4x4x5/16" GALVANIZED CONTINUOUS LEDGER ANGLE, TYP BENT PLATE 3/8" WITH 1'-3" x 4" LEGS GALVANIZED FULL DEPTH STIFFENER AT 4'-0" OC, 1'-0" MAX FROM ENDS OF BALCONY, TYP SLAB ON DECK PER PLAN POUR STOP PER N17/S-511, TYP EXTERIOR WALL STUDS, TYP WALL INSULATION CONTINUOUS BEHIND LEG OF ANGLE PER A- SERIES DRAWINGS, TYP STUD WALL OR STORE FRONT PER A-SERIES, TYP 8 1 / 2 " 10 " 1'-3" ERECTION BOLT AS REQUIRED, REMOVE AFTER WELD, TYP 1/4TYP T/SLAB T/STEEL CONCRETE PAVERS PER A-SERIES DRAWINGS BALCONY DECK PER PLAN 1 1/2"9"1 1/2" 1'-0" 1/4"1 1/2" (4) 1/2" DIAMETER EXPANSION OR ADHESIVE ANCHORS WITH 4" MINIMUM EMBEDMENT, TYP L2x2x1/4 KICK BRACE 1'-0" WT6x24 x 1'-0" LONG 3/8" THICK PLATE STIFFENER CONTINUOUS ANGLE 9" CFMF WALL BELOW AS REQUIRED BEAM PER PLAN PE R P L A N TOP OF STEEL TOP OF SLAB DECK PER PLAN BALCONY, SEE A-SERIES FOR FINISHES RAILING SYSTEM PER A-SERIES 14 GAGE x 11" LONG VERTICAL SLIDE DELFECTION CLIP, DESIGN BASIS: CLARK DEITRICH EXTENDED FASTCLIP 11" SLIDE CLIP, TYP TOP TRACK EXTEND RAILIING THRU CFMF (2) 1/4" LLH 11"x4" BENT PLATE, WELD TO RAILING POST, BOLT TO BEAM WEB CONTINUOUS ANGLE DECK PER PLAN BALCONY, SEE A-SERIES FOR FINISHES RAILING SYSTEM PER A-SERIES EXPOSED BEAM PER PLAN PER A-SERIES CONTINUOUS ANGLE CFMF WALL BELOW AS REQUIRED BEAM PER PLAN TOP OF STEEL TOP OF SLAB DECK PER PLAN BALCONY, SEE A-SERIES FOR FINISHES RAILING SYSTEM PER A-SERIES FASTEN RAILING TO BEAM FLANGE CFMF STUDS DEFLECTION TRACK, TYP 9" CFMF WALL BELOW AS REQUIREDBEAM PER PLAN TOP OF STEEL TOP OF SLAB TERRACE, SEE A-SERIES FOR FINISHES RAILING SYSTEM PER A-SERIES 14 GAGE x 11" LONG VERTICAL SLIDE DELFECTION CLIP, DESIGN BASIS: CLARK DEITRICH EXTENDED FASTCLIP 11" SLIDE CLIP, TYP TOP TRACK EXTEND RAILIING THRU CFMF (2) 1/4" LLH 11"x6" BENT PLATE, WELD TO RAILING POST, BOLT TO BEAM WEB DECK PER PLAN 5 1/2" EXPANSION JOINT BALCONY, SEE A-SERIES FOR FINISHES METAL ROOF DECK, SEE PLAN FOR DIRECTION CFMF SOFFIT BY ARCH EXTEND HSS BUILDING COLUMN PER PLAN BEYOND BEAM PER PLAN DEFLECTION TRACK, TYP 600S162-33 CFMF AT 16" OC STUD WALL (PARAPET CONSTRUCTION)SE E A - S E R I E S RAILING SYSTEM PER A-SERIES TOP TRACK CONTINUOUS HSS PARAPET BEAM PER PLAN INTERIOR COMPOSITE FLOOR DECK PER PLAN, ORIENT FLUTE DIRECTION AS INDICATED ON PLAN L4 1/2 x 3 x 5/16" BENT PLATE POUR STOP FINISHES PER A-SERIES EXTERIOR WALL FINISHES PER A-SERIES CFMF STUD WALL PER PLAN 3/4" x 5 1/2" LONG STUD AT 4'-0" MAX OC SPACE TO AVOID STUDS ON BEAM, TYP (FIELD INSTALL) HDG L4x3x3/8" LLV CONTINUOUS RELIEVING ANGLE HDG L4x3 1/2"x3/8 x 5" LONG AT 4'-0" OC, 1'-0" MAX FROM END OF RELIEVING ANGLE CFMF STUD WALL PER PLAN DEFLECTION TRACK, TYP 3 1/2"3" MAINTAIN CONTINUOUS INSULATION BEHIND BENT PLATE, TYP 600S162-54 STUD INFILL AT 16" OC, TURN SIDEWAYS, TYP ERECTION BOLT INSTALLED IN LONG OR SHORT VERTICAL SLOT AS REQUIRED, REMOVE AFTER WELD, TYP 1/4 3-12 1/44 BEAM OFFSET PER PLAN 1/44 TOUCH UP GALV AFTER WELD 3 3 INTERIOR COMPOSITE FLOOR DECK PER PLAN, ORIENT FLUTE DIRECTION AS INDICATED ON PLAN LIGHT GAUGE POUR STOP FINISHES PER A-SERIES EXTERIOR WALL FINISHES PER A-SERIES 1/2" EXPANSION JOINTCONTINUOUS CFMF STUD WALL PER PLAN 14 GAGE x 11" LONG VERTICAL SLIDE DELFECTION CLIP, DESIGN BASIS: CLARK DEITRICH EXTENDED FASTCLIP 11" SLIDE CLIP, TYP CFMF BOX HEADER REQUIRED ABOVE OPENING 3/8" SHEAR TAB SHOP WELDED TO BEAM WEB WT4X9 END CAP 1/4 1/4 1/4 1/4 FASTEN SHEAR TAB TO WT WITH (2) 3/4" A325 BOLTS 1/4 8 1/4 8 1/4 2" 3" 2" 3/8" SHEAR TAB SHOP WELDED TO COLUMN FLANGE WT4X9 END CAP 1/4 1/4 1/4 1/4 FASTEN SHEAR TAB TO WT WITH (2) 3/4" A325 BOLTS COLUMN PER PLAN 3/16 3/16TYP 3/4" THREADED WELD STUD EACH SIDE OF RAFTER ASSEMBLY, TYP 1 1/4"9"1 1/4" PL1/2" x 8 x 11 1/2" CAP PLATE PL1/2" x 8 x 11 1/2" BEARING PLATE WT SLOPED SEAT, SHOP WELD TO BOTTOM OF HSS BEAM RAFTER WITH 3/16" FILLET EACH SIDE OF STEM, CUT WT STEM TO MATCH SLOPE TYP 7" 2" 3" 2" END CAP PLATE, SEAL-WELD ALL AROUND, TYP HSS GIRDER BEAM PER PLAN HSS RAFTER BEAM PER PLAN W BEAM PER PLAN R (4) 3/4" DIAMETER A325 BOLTS NOTE: ALL CARPORT STRUCTURE MATERIAL SOUTH OF COLUMN LINE R SHALL BE HOT DIPPED GALVANIZED, AESS-C, FINAL HIGH PERFORMANCE PAINT AND FINISH BY OWNER/ARCHITECT, TYP 1 " / 1 2 " FLOOR DECK. EXTERIOR BALCONY DECK AND LEDGER CONDITION NOT SHOWN, SEE PLAN FOR LOCATION AT COLUMN AT BEAM PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTS Q N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 R S T n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A R S T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush As indicated07/03/2024 13323017 ACL S-514 STRUCTURAL SECTIONS AND DETAILS 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINE DESIGN "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" SCALE:1" = 1'-0"REF: A1 / S-301 G7TYPICAL SECTION AT EXTERIOR WALL SCALE: 1" = 1'-0"REF: A1 / S-301 N1LOW PARAPET AND GLASS RAIL SCALE: 1" = 1'-0"REF: A1 / S-102 A18 SECTION AT SECOND FLOOR BALCONY OFFSET BEAM SCALE: 1" = 1'-0"REF: A13 / S-301 A1OFFSET BEAM AT BALCONY EDGE SCALE: 1" = 1'-0"REF: A6 / S-301 G1BEAM AT BALCONY EDGE SCALE: 1" = 1'-0"REF: A6 / S-301 A7LOW BEAM AT BALCONY EDGE SCALE: 1" = 1'-0"REF: A17 / S-301 A13 OFFSET BEAM AT TERRACE EDGE SCALE: 1" = 1'-0"REF: A1 / S-106 N7HIGH PARAPET AND GLASS RAIL SCALE: 1" = 1'-0"REF: A10 / S-302 N13BRICK RELIEVING ANGLE (THIRD FLOOR) 1 PERMIT 2024-04-03 2 IFC 2024-05-17 3 Post-IFC XXXX-XX-XX SCALE: 1" = 1'-0"REF: A10 / S-301 G18 TYPICAL SECTION AT EXTERIOR WALL OFFSET FROM BEAM SCALE:3/4" = 1'-0"REF: A1 / S-102 N18 CARPORT FRAMING CONNECTIONS 3 PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTS Q N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 R S T n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A R S T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush 07/03/2024 13323017 ACL S-601 STRUCTURAL SCHEDULES AND DETAILS 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINE DESIGN "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"STRUCTURAL STEEL COLUMN SCHEDULE COLUMN LOCATION MARK COLUMN TYPE BASE PLATE TYPEBASE REFERENCE ELEVATIONBOTTOM OFFSETTOP PLATE REFERENCE ELEVATIONTOP OFFSETLENGTHSHEAR LUG BASE PLATE THICKNESS, 3/4" TYP UNO A-8 HSS6X6X1/2 BP-2 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" FIFTH FLOOR T/STEEL 4' - 0" 51' - 2 3/4" A-11 HSS5X5X3/8 NOTE 4, BP-S4 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 4' - 0" 39' - 0 3/4" A-14 HSS5X5X3/8 NOTE 4, BP-S4 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 4' - 0" 39' - 0 3/4" A-18 HSS6X6X1/2 BP-2 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" FIFTH FLOOR T/STEEL 4' - 0" 51' - 2 3/4" A.1-1.1 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 2' - 1 1/2" THIRD FLOOR T/SLAB -1' - 3 3/4" 20' - 4 5/16" A.1-1.1 W10X49 BP-S13a THIRD FLOOR T/SLAB 0' - 0" FOURTH FLOOR T/SLAB -1' - 3 3/4" 10' - 5 13/16" A.1-1.1 W10X49 BP-S13a FOURTH FLOOR T/SLAB 0' - 0" FIFTH FLOOR T/STEEL -1' - 3 3/4" 9' - 9 9/16" A.1-1.1(1' - 4 1/8") W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 2' - 1 1/2" THIRD FLOOR T/SLAB -1' - 3 3/4" 20' - 4 5/16" A.1-1.1(1' - 4 1/8") W10X49 BP-S13a THIRD FLOOR T/SLAB0' - 0" FOURTH FLOOR T/SLAB -1' - 3 3/4" 10' - 5 13/16" A.1-1.1(1' - 4 1/8") W10X49 BP-S13a FOURTH FLOOR T/SLAB 0' - 0" FIFTH FLOOR T/STEEL -1' - 3 3/4" 9' - 9 9/16" A.1-5 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 2' - 1 1/2" THIRD FLOOR T/SLAB -1' - 3 3/4" 20' - 4 5/16" A.1-5 W10X49 BP-S13b FOURTH FLOOR T/SLAB 0' - 0" FIFTH FLOOR T/STEEL -1' - 3 3/4" 9' - 9 9/16" A.1-5 W10X49 BP-S13b THIRD FLOOR T/SLAB 0' - 0" FOURTH FLOOR T/SLAB -1' - 3 3/4" 10' - 5 13/16" A.1-11 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" YES 7/8" A.1-14 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" A.1-24 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 2' - 1 1/2" THIRD FLOOR T/SLAB -1' - 3 3/4" 20' - 4 5/16" A.1-24 W10X49 BP-S13b THIRD FLOOR T/SLAB 0' - 0" FOURTH FLOOR T/SLAB -1' - 3 3/4" 10' - 5 13/16" A.1-24 W10X49 BP-S13b FOURTH FLOOR T/SLAB 0' - 0" FIFTH FLOOR T/STEEL -1' - 3 3/4" 9' - 9 9/16" A.1-30 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 2' - 1 1/2" THIRD FLOOR T/SLAB -1' - 3 3/4" 20' - 4 5/16" A.1-30 W10X49 BP-S13a FOURTH FLOOR T/SLAB 0' - 0" FIFTH FLOOR T/STEEL -1' - 3 3/4" 9' - 9 9/16" A.1-30 W10X49 BP-S13a THIRD FLOOR T/SLAB 0' - 0" FOURTH FLOOR T/SLAB -1' - 3 3/4" 10' - 5 13/16" A.1-30(-1' - 4") W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 2' - 1 1/2" THIRD FLOOR T/SLAB -1' - 3 3/4" 20' - 4 5/16" A.1-30(-1' - 4") W10X49 BP-S13a THIRD FLOOR T/SLAB 0' - 0" FOURTH FLOOR T/SLAB -1' - 3 3/4" 10' - 5 13/16" A.1-30(-1' - 4") W10X49 BP-S13a FOURTH FLOOR T/SLAB 0' - 0" FIFTH FLOOR T/STEEL -1' - 3 3/4" 9' - 9 9/16" A.1-P4 W10X49 BP-2 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" A.1-P12 W10X49 BP-2 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" B-1 HSS5X5X5/16 BP-2A FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" FIFTH FLOOR T/STEEL 0' - 0" 47' - 2 3/4" B-3 HSS5X5X3/8 NOTE 1 SECOND FLOOR T/STEEL -2' - 6" THIRD FLOOR T/STEEL 0' - 0" 14' - 3 1/2" B-4 HSS5X5X3/8 BP-S1 THIRD FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 23' - 3 1/4" B-7 HSS5X5X3/8 NOTE 3, BP-S3 SECOND FLOOR T/STEEL 0' - 0" THIRD FLOOR T/STEEL 0' - 0" 11' - 9 1/2" B-8 HSS5X5X3/8 BP-S16 THIRD FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 23' - 3 1/4" B-18 HSS5X5X3/8 BP-S16 THIRD FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 23' - 3 1/4" B-20 HSS5X5X3/8 NOTE 3, BP-S3 SECOND FLOOR T/STEEL 0' - 0" THIRD FLOOR T/STEEL 0' - 0" 11' - 9 1/2" B-24 HSS5X5X3/8 BP-S1 SECOND FLOOR T/STEEL -0' - 8 1/2"THIRD FLOOR T/SLAB 0' - 0" 12' - 10 1/2" B-25 HSS5X5X3/8 BP-S1 THIRD FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 23' - 3 1/4" B-31 HSS5X5X1/2 BP-2A FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" FIFTH FLOOR T/STEEL 0' - 0" 47' - 2 3/4" B.5-1.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" B.5-7.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" B.5-12 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" B.5-18 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" B.5-25.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" B.6-25.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" C-1 HSS6X6X1/2 NOTE 4, BP-S14c SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-1.1 W12X72 BP-7 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" 2 1/4" C-3 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2"SECOND FLOOR T/STEEL 0' - 0" 11' - 6" C-3 HSS6X6X3/8 BP-S5 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-8 HSS6X6X5/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-11 HSS6X6X1/2 BP-S5 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-11 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" YES, PARALLEL TO LINE 11 1 1/4" C-14 HSS6X6X5/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-18 HSS6X6X5/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-19 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 1 3/8" C-24 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" C-24 HSS6X6X1/2 BP-S5 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" C-30 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" C-P2 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" YES 1 3/8" C-P5 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" YES 1 3/8" C-P8 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" YES 1 3/8" D-31 HSS5X5X5/16 BP-S6 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" D.3-25.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" D.4-1.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" D.5-7.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" D.5-10.5 HSS6X6X3/8 BP-S2 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" D.5-12 HSS6X6X3/8 BP-S2a FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" D.5-18 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" E-26 HSS6X6X3/8 BP-5e SECOND FLOOR T/STEEL -2' - 4 1/2"ROOF FRAMING T/STEEL 1' - 0" 51' - 1 1/2" E-31 HSS6X6X5/8 BP-8 SECOND FLOOR T/STEEL -2' - 6" ROOF FRAMING T/STEEL 1' - 0" 51' - 3" F-1 HSS6X6X1/2 NOTE 4, BP-S14b SECOND FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 47' - 9" F-1.1 W12X72 BP-7 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" 2" F-3 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2"SECOND FLOOR T/STEEL 0' - 0" 11' - 6" F-3 HSS6X6X1/2 BP-S5 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" F-8 HSS6X6X5/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" F-10 HSS5X5X3/8 BP-S1 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" F-12 HSS6X6X3/8 BP-S2a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" F-15 HSS6X6X1/2 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" F-19 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" F-22 HSS6X6X3/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" F-23 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" F-P2 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" F-P5 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 1 3/4" F-P6 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" F-P8 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 1" G-23 HSS6X6X5/8 BP-5b SECOND FLOOR T/STEEL -2' - 4 1/2"ROOF FRAMING T/STEEL 0' - 0" 50' - 1 1/2" G-26 HSS6X6X5/8 BP-5b SECOND FLOOR T/STEEL 0' - 1 1/2" ROOF FRAMING T/STEEL 1' - 0" 48' - 7 1/2" G-31 HSS6X6X5/8 BP-9 SECOND FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 1' - 0" 48' - 9" H-1 HSS6X6X3/8 BP-5a SECOND FLOOR T/STEEL -2' - 4 1/2" ROOF ACCESS STAIR ROOF 0' - 0" 61' - 0 1/2" 1 1/4" H-2 HSS5X5X3/8 BP-5 SECOND FLOOR T/STEEL -2' - 4 1/2" ROOF ACCESS STAIR ROOF 0' - 0" 61' - 0 1/2" J-3 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2"SECOND FLOOR T/STEEL 0' - 0" 11' - 6" J-16.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" J-19 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" J-23 HSS6X6X1/2 BP-5d SECOND FLOOR T/STEEL -2' - 4 1/2"ROOF FRAMING T/STEEL 0' - 0" 50' - 1 1/2" J-31 HSS6X6X5/8 BP-8 SECOND FLOOR T/STEEL -2' - 6" ROOF FRAMING T/STEEL -1' - 7 1/2" 48' - 7 1/2" J-P2 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" J-P5 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" J-P6 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" J-P8 W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" J.5-7.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" J.5-12 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" K-6 HSS6X6X5/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" STRUCTURAL STEEL COLUMN SCHEDULE COLUMN LOCATION MARK COLUMN TYPE BASE PLATE TYPE BASE REFERENCE ELEVATION BOTTOM OFFSET TOP PLATE REFERENCE ELEVATION TOP OFFSET LENGTH SHEAR LUG BASE PLATE THICKNESS, 3/4" TYP UNO K-10 HSS6X6X1/2 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" K-12 HSS6X6X1/4 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" K-15 HSS6X6X3/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" K-31 HSS6X6X1/2 BP-5c FIRST FLOOR T/SLAB ON GRADE -0' - 4 1/2" FIFTH FLOOR T/STEEL 0' - 0" 47' - 0 3/4" L-19 HSS6X6X3/8 BP-S2a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" L-23 HSS5X5X3/8 BP-S1 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" L-29 HSS6X6X5/8 NOTE 4/BP-S4a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" L-P16 W10X77 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" 1 3/4" M-1 HSS5X5X1/4 BP-4 SECOND FLOOR T/STEEL -2' - 4 1/2" ROOF ACCESS STAIR ROOF 0' - 0" 61' - 0 1/2" M-2 HSS5X5X3/8 BP-4a SECOND FLOOR T/STEEL -2' - 4 1/2" ROOF ACCESS STAIR ROOF 0' - 0" 61' - 0 1/2" N-16.5 HSS6X6X1/4 BP-S2a FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" N-19 HSS5X5X3/8 BP-S1 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" N-23 HSS5X5X3/8 BP-S1 SECOND FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 47' - 9" N-25.5 HSS6X6X1/4 BP-S2a FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" N-29 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL -1' - 9" FIFTH FLOOR T/STEEL 0' - 0" 36' - 9 3/4" N.5-5.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" N.5-8.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" N.5-13.5 HSS6X6X3/8 BP-S2 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" P0.5-PD.1 HSS5X5X5/16 BP-11 FIRST FLOOR T/SLAB ON GRADE 0' - 9 1/2" SECOND FLOOR T/STEEL -3' - 4" 7' - 6" P1-PD.1 HSS5X5X5/16 BP-11 FIRST FLOOR T/SLAB ON GRADE 0' - 9 1/2" SECOND FLOOR T/STEEL -3' - 1 1/2" 7' - 8 1/2" P1-R W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 9 1/2" SECOND FLOOR T/STEEL 0' - 0" 10' - 10" P2-PC W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P3-PB W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P5-PC W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P5-R W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 9 1/2" SECOND FLOOR T/STEEL 0' - 0" 10' - 10" P6-PC W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P7-PF W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" YES 1 1/4" P7-PH W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" YES 1 1/4" P7-PJ W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P7-R W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P9-PF W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 1 1/2" P9-PH W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" P9-PJ W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" YES 1 1/4" P10-R W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 7/8" P11-PE W12X79 BP-6 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" P11-PH W12X79 BP-6 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" P11-PJ W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" YES P14-PB W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" P15-PE W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL -0' - 10" 10' - 8" P15-PG W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" P15-PH W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL -0' - 10" 10' - 8" P15-PJ W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL -0' - 10" 11' - 4" YES P16-PD W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" YES 1" P17-PD W10X60 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL -0' - 10" 11' - 4" YES P17-PF W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL -0' - 10" 11' - 4" YES P17-PH W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL -0' - 10" 11' - 4" P17-PJ W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL -0' - 10" 11' - 4" P-1 HSS5X5X1/4 NOTE 3, BP-S3 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" P-6 HSS5X5X1/2 BP-S7 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" P-8 HSS6X6X1/4 BP-S2 SECOND FLOOR T/STEEL -0' - 8 1/2" FIFTH FLOOR T/STEEL 0' - 0" 35' - 9 1/4" P-10 HSS5X5X5/16 NOTE 1 SECOND FLOOR T/STEEL -2' - 0" FIFTH FLOOR T/STEEL 0' - 0" 37' - 0 3/4" P-12 HSS5X5X3/8 BP-S1 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" P-15 HSS6X6X5/8 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" P-P8 W12X72 BP-6 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 1 1/2" P-P13 W12X72 BP-6 FIRST FLOOR T/SLAB ON GRADE 0' - 1 1/2" SECOND FLOOR T/STEEL 0' - 0" 11' - 6" 1" P.5-2.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" P.5-5.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" PB-1.1 W10X49 BP-2A FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" PB-30 W10X60 BP-2A FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" PC-1.1 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE -0' - 6 1/2" SECOND FLOOR T/STEEL 0' - 0" 12' - 2" PD.1-8.5 HSS5X5X5/16 BP-11 FIRST FLOOR T/SLAB ON GRADE 0' - 9 1/2" SECOND FLOOR T/STEEL -3' - 4" 7' - 6" Q-32 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL -2' - 10" FIFTH FLOOR T/STEEL 0' - 0" 37' - 10 3/4" R-1 HSS5X5X1/4 NOTE 4, BP-S4 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" R-1.1 W10X49 BP-1 FIRST FLOOR T/SLAB ON GRADE 0' - 9 1/2" SECOND FLOOR T/STEEL 0' - 0" 10' - 10" R-6 HSS5X5X1/4 BP-S12 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" R-9 HSS5X5X1/4 BP-S6 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" R.5-16.5(0' - 10") HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" R.5-21 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" R.5-25.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" RE-13.5 HSS6X6X3/8 BP-S2a FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" RE.5-13.5 HSS6X6X3/8 BP-S2 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" RF-17.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" RF-25.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" RF.5-13.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" RF.5-17.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" S-13 HSS6X6X1/2 BP-4 FIRST FLOOR T/SLAB ON GRADE -0' - 4 1/2" FIFTH FLOOR T/STEEL 0' - 0" 47' - 0 3/4" T-13.5 HSS6X6X3/8 BP-S2 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" T-15 HSS6X6X3/8 BP-S2a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" T-21 HSS6X6X1/4 BP-S2 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" T-27 HSS5X5X5/16 BP-S6 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" U-15 HSS5X5X5/16 BP-S1 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" U-17.4 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" U-21 HSS5X5X1/2 BP-S9 SECOND FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 47' - 9" U-25.5 HSS5X5X1/4 BP-S1 FIFTH FLOOR T/STEEL 0' - 0" ROOF FRAMING T/STEEL 0' - 0" 12' - 8 1/4" U-32 HSS5X5X1/4 BP-S1 SECOND FLOOR T/STEEL -0' - 9 1/4"FIFTH FLOOR T/STEEL 0' - 0" 35' - 10" V-13 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL -2' - 0" FIFTH FLOOR T/STEEL 0' - 0" 37' - 0 3/4" V-16 HSS5X5X3/8 BP-S7a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" V-21 HSS5X5X1/2 BP-S9 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" V-32 HSS5X5X1/4 BP-S9 SECOND FLOOR T/STEEL -0' - 10" FIFTH FLOOR T/STEEL 0' - 0" 35' - 10 3/4" W-32 HSS5X5X1/4 BP-S9 SECOND FLOOR T/STEEL -0' - 10" FIFTH FLOOR T/STEEL 0' - 0" 35' - 10 3/4" X-13 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL -2' - 0" FIFTH FLOOR T/STEEL 0' - 0" 37' - 0 3/4" X-16 HSS5X5X3/8 BP-S7a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" X-21 HSS5X5X3/8 BP-S7a SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" Y-13 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL -2' - 0" FOURTH FLOOR T/STEEL 0' - 0" 25' - 7" Y-17 HSS5X5X3/8 BP-S6 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" Z-13 HSS5X5X1/4 NOTE 3/BP-S3 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" Z-17 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" Z-21 HSS6X6X3/8 NOTE 2, BP-S15 SECOND FLOOR T/STEEL 0' - 0" FIFTH FLOOR T/STEEL 0' - 0" 35' - 0 3/4" Z-28 HSS5X5X3/8 NOTE 2, BP-S15 SECOND FLOOR T/STEEL -0' - 10" FIFTH FLOOR T/STEEL 0' - 0" 35' - 10 3/4" Z-32 HSS5X5X1/4 NOTE 1 SECOND FLOOR T/STEEL -2' - 6" FIFTH FLOOR T/STEEL 0' - 0" 37' - 6 3/4" NOTES: 1. OFFSETS ARE TO BOTTOM OF BASE PLATE OR TOP OF CAP PLATES, TYPICAL BASE PLATE TYPE KEY NOTES: 1. SEE DETAIL G1/S-513 2. SEE DETAIL Q7/S-510 3. SEE DETAIL A19/S-513 4. SEE DETAIL G19/S-513 1 PERMIT 2024-04-03 2 IFC 2024-05-17 3 Post-IFC XXXX-XX-XX ") ") ") 2 2 2 2 2 2 22 2 2 2 2 22 2 2 2 2 2 33 3 3 2 2 3 3 3 3 3 1'-0" (4) 3/4" DIAMETER ANCHOR RODS W10 COL BP-1 PLATE WASHER, TYP 2 1/2"3 1/2"3 1/2"2 1/2" 1' - 0 " SEE PLAN FOR OREINTATION 4" 2" 2" 4" (4) 3/4" DIAMETER ANCHOR RODS W10 COL PLATE WASHER, TYP BP-2 SEE PLAN FOR OREINTATION HSS6x6 COL 1/4 (4) 3/4" DIAMETER ANCHOR RODS W10 COL PLATE WASHER, TYP HSS5x5 COL 1'-6 1/2" 1' - 6 1 / 2 " 1' - 0 1 / 2 " 6" 2 1 / 2 " 3 1 / 2 " 3 1 / 2 " 10"2 1/2"2 1/2"3 1/2" 1" 1'-6" 1'-6" 1" 3 1/2" 2 1/2" 2 1/2" 9 1/2" 8 1/2"3 1/2"3 1/2"2 1/2" BP-2A SEE PLAN FOR OREINTATION 1/41 1 / 2 " 9" 1 1 / 2 " 1' - 0 " 2 1/2" 1/2" 2 1/2"2 1/2" 8" HSS COL BP-4 SEE PLAN FOR ORIENTATION (2) 3/4" DIAMETER ANCHOR RODS PLATE WASHER, TYP (4) 3/4" DIAMETER ANCHOR RODS HSS 5x5 COL BP-51/4 4 3 / 4 " 9 3 / 4 " 6 1/2" 3 3/4"4 3/4"1 1/4" 3 3 / 4 " 1 1 / 4 " 2 1/2" 1 1/4"1 1/2" 1 1/4" 2 1 / 2 " 1 1 / 4 " 1 1 / 2 " 6 1 / 2 " 1 1 / 4 " 1'-1" (4) 3/4" DIAMETER ANCHOR RODS W12 COL BP-6 PLATE WASHER, TYP 3"3 1/2"3 1/2"3" 1' - 1 1 / 2 " SEE PLAN FOR OREINTATION 3 1 / 2 " 3 1 / 4 " 3 1 / 4 " 3 1 / 2 " BP-7 SEE PLAN FOR OREINTATION 1/4 (4) 3/4" DIAMETER ANCHOR RODS HSS 6x6 COL BP-5a1/4TYP 3 SIDES 4 3 / 4 " 9 3 / 4 " 6 1/2" 3"5 1/2"1 1/4" 3 3 / 4 " 1 1 / 4 " 2 1/2" 1/2" 2 1/4"1 1/4" 2 1 / 2 " 1 1 / 4 " 1 1 / 2 " 6 1 / 2 " 1 1 / 4 " 1/4 (4) 3/4" DIAMETER ANCHOR RODS HSS 6x6 COL BP-5b1/4 4 3 / 4 " 1/4AT HSS6x6 BP-4a SEE PLAN FOR ORIENTATION 3 3/4" ALL OTHER INFO PER BP-4 EXTERIOR FACE OR STAIRWELL FACE OF FOUNDATION WALL EXTERIOR FACE OF FOUNDATION WALL BP-5c 1/4 5 1 / 2 " 9 3 / 4 " 7" 3"5 1/2" 1 1/4" 3" 1 1 / 4 " 2 1/2" 1/2" 2 1/4"1 3/4" 2 1 / 2 " 7" 1 3 / 4 " 2 1 / 4 " 1/ 2 " 1/4 (4) 3/4" DIAMETER ANCHOR RODS HSS 6x6 COL 2 2 2 2 2 2 6" 2 2 2 2 1'-1" (4) 1-1/2" ANCHOR RODS W12 COL PLATE WASHER, TYP 3"3 1/2"3 1/2"3" 1' - 1 1 / 2 " 3/8 4" 2 3 / 4 " 2 3 / 4 " 4" PLATE WASHER, TYP PLATE WASHER, TYP PLATE WASHER, TYP 2 1/2" 1 1/4"1 3/4" 2 1/2" 3" (4) 3/4" DIAMETER ANCHOR RODS HSS 6x6 COL BP-9 3/8TYP 3 SIDES 6 1/2" 3" 3/8 PLATE WASHER, TYP HSS 6x6 COL EMBED PLATE EP-8 1/2TYP 3 SIDES 8" 3"5" 1/2 GUSSET PLATE BP-5d1/4 1' - 0 3 / 4 " 9 3/4" 2 1/4" 1 1/2"1 1/4" 2" 1 1/2" 1 1/4" 3 3 / 4 " 4 3 / 4 " 3" 1 1 / 4 " 7" 1 3 / 4 " 1 1 / 2 " 1 1 / 4 " 2 1 / 2 " 1' - 1 0 " 1'-4 1/2" 3' - 6 " 1" 1 1/2" 2 3/4"1 1/4" 1 1 / 2 " 1' - 3 1 / 2 " 8" 1' - 3 1 / 2 " 1 1 / 2 " (24) 3/4" x 1'-0" LONG HEADED SHEAR STUDS 1 1 / 2 " 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 1 1 / 2 " 2 1/2"2 3/4"2 3/4" 8" EMBED PLATE EP-9 TYP HOLES IN EMBED PLATE FOR BASE PLATE ANCHOR RODS EMBED PLATE BELOW 1/4TYP 3/4" THICK EMBED PLATE BASE PLATE 5 1/2" (6) 3/4" DIAMETER ANCHOR RODS HSS 6x6 COL PLATE WASHER, TYP 3' - 6 " (26) 3/4" x 1'-0" LONG HEADED SHEAR STUDS BASE PLATE BP-8 BASE PLATE EMBED PLATE BELOW 3/8 3/8 2 1/2"3"3"3"3"2" 2" 3" 3" 3" 3" 3" 3" 2" 1' - 0 " 6" 6" 3"3 1/2" 1' - 1 1 / 2 " 6 1/2"10" 8 1 / 2 " 3/8 5 1 / 4 " 4 3 / 4 " 8 1/2" PLATE WASHER, TYP (4) 3/4" DIAMETER ANCHOR RODS HSS 6x6 COL BP-5e1/4 1 1 / 4 " 4 3 / 4 " 4 1 / 2 " 1 1 / 2 " 1/ 4 " 2 3 / 4 " 1 1 / 2 " PLATE WASHER, TYP 3 3/4"4 3/4"1 1/4" 3 3 / 4 " 2 1/2" 1 1/4"1 1/2" 1" 2 1 / 2 " 7" 1 3 / 4 " 1 1 / 2 " 1 1 / 4 " 3 3/4"4 3/4"1 1/4" 10 1 / 2 " 2 1/2" 1 1/4"1 1/2" 2 1/4" 7 1/2" 6" 3 7" 3 3 9 3 / 4 " 10" (4) 3/4" DIAMETER ANCHOR RODS HSS COL BP-11 PLATE WASHER, TYP 1 1/4"3 3/4"3 3/4"1 1/4" 10 " SEE PLAN FOR OREINTATION 1 1 / 4 " 3 3 / 4 " 3 3 / 4 " 1 1 / 4 " 10 3 / 4 " 1 1 / 2 " EX T E N S I O N EM B E D M E N T COLUMNS PER SCHEDULE ANCHOR RODS: USE 3/4" DIA ASTM F-1554 GRADE 36 UNO PLATE WASHERS BASE PLATE PER DETAILS 1/4" THK LEVELING PLATE TO MATCH BASE PLATE, TYP 1-1/4" NON-SHRINK GROUT ROD DIAEMBEDMENTEXTENSIONPLATE WASHERS 2" SQ x 1/4"3/4"124" BASE PLATE HOLE DIAMETER 1-5/16" TYPICAL ANCHOR ROD EMBEDMENT, HOLE AND PLATE WASHER REQUIREMENTS NOTES: 1. PLATE WASHERS SHALL BE WELDEDWITH 1/4" FILLET WELDS ALL AROUND AT ALL BRACED FRAME COLUMNS, TYP UNO 2. PLATE WASHERS SHALL BE ASTM A36. 3. NO WELD REQUIRED WITHIN 1" OF END OF FLANGE AND 1/2" FROM K & K1. 4. FILLET WELDS SHOWN MAY BE SUBSTITUTED WITH FULL OR PARTIAL PENETRATION GROOVE WELDS OF EQUIVALENT CAPACITY. 4" SQ x 1/2"1-1/2"246"2-3/8"2 WELD LOCATIONS FOR WIDE FLANGE COLUMN BASE PLATE, TYP UNO NOTES: 1. 3" COVER UNLESS NOTED OTHERWISE (UNO) 2. USE ASTM A615, 60ksi REBAR, UNO 3. PROVIDE LISTED SIZE AND QUANTITY OF REBAR IN EACH DIRECTION AS SHOWN. 4. CONTINUE REINFORCEMENT OF ADJACENT STRIP FOOTINGS THROUGH OR INTO COLUMN FOOTINGS UNO USE 40 BAR DIA MIN LAP SPICE LENGTH. 5. POUR ADJACENT STRIP FOOTINGS MONOLITHICALLY WITH COLUMN FOOTINGS UNO 6. SEE GENERAL CONCRETE NOTES FOR FOOTING CONCRETE REQUIREMENTS. 7. SEE GENERAL EARTHWORK NOTES FOR SUBGRADE SUBBASE, AND OTHER REQUIREMENTS. FOOTING SIZE 3"EQEQEQ FOOTING SIZE 3" C O V E R 3"EQEQEQ (SECTION VIEW) (PLAN VIEW) "T&B" INDICATES TOP AND BOTTOM REINFORCEMENT, SEE SCHEDULE 2" C O V E R 2 COLUMN PER SCHEDULE, TYP COL COLUMN BASE PER BASE PLATE DETAILS, TYP SEE FOOTING SCHEDULE SE E F O O T I N G SC H E D U L E T/FOOTING SEE PLAN HEADED ANCHOR ROD, TYP VERTICAL BARS, SEE PIER DETAILS. HOOK VERTICAL BARS WITH STANDARD ACI 90 DEGREE HOOK AT TOP AT BRACE FRAME COLUMNS ONLY, TYP DOWEL WITH STANDARD ACI 90 DEGREE HOOK, SIZE AND QUANTITY TO MATCH VERTICAL BARS PIER TIE SETS, SEE PIER DETAILS, TYP1' - 0 " T Y P 3" 3" 3" 3" T/PIER SEE PLAN TYPE 'A'TYPE 'C'TYPE 'B' NOTES: 1. ALL CROSS BARS AND TIES SHALL BE No. 4 BARS 2. SPACE TIES AND CROSS BARS PER PIER DETAILS AND SECTIONS SEE FOR P4/G17S-602 COLUMN PER SCHEDULE BASE PLATE 2" 2"PL2 x 3 1/2 x 11" SHEAR LUG, fy = 50 KSI 3/8 3/8 TYPICAL SHEAR LUG OMIT LEVELING PLATE, USE LEVELING NUTS 4 1/2" 1 1 / 2 " 3 1 / 2 " P4 No. 4 CROSS BARS AND TIES, SPACED PER (12) No. 6 VERTICAL BARS 1' - 1 0 " 8"1'-2" 1' - 2 " 8" 1'-10" P4-a No. 4 CROSS BARS AND TIES, SPACED PER (10) No. 6 VERTICAL BARS 3" WALL OPENING 6"8" 1'-2" 1' - 2 " 8" 1' - 1 0 " P4-b No. 4 CROSS BARS AND TIES, SPACED PER (16) No. 6 VERTICAL BARS 4' - 3 " 8" 1'-2" 1' - 9 1 / 2 " 8" 1' - 9 1 / 2 " 1'-10" (2) No. 6 JAMB BARS P4-c No. 4 CROSS BARS AND TIES, SPACED PER (8) No. 6 VERTICAL BARS 1' - 4 " 8" P4-e 1'-10" 1' - 4 " 1' - 2 " 2' - 6 " 8" 1'-2" No. 4 CROSS BARS AND TIES, SPACED PER (14) No. 6 VERTICAL BARS /A9S-602 /A9S-602 /A9 S-602 /A9 S-602 /A9 S-602 PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTS Q N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 R S T n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A R S T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush As indicated07/03/2024 13323017 ACL S-602 STRUCTURAL SCHEDULES AND DETAILS 78 CHURCH STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2024 SPRING LINE DESIGN "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" 1 PERMIT 2024-04-03 2 IFC 2024-05-17 3 Post-IFC XXXX-XX-XX SCALE:1 1/2" = 1'-0" G1COLUMN BASEPLATE DETAILS ON CONCRETE PIER REINFORCING REQUIREMENTS PIER MARK PIER SIZE VERTICAL REINFORCINGPIER TYPE P1 1' - 10" x 1' - 10" (8) No. 6 'C' P2 1' - 4" x 1' - 4" (4) No. 6 'A' P3 2' - 8" x 1' - 4" (8) No. 6 'C' P5 1' - 10" x 2' - 4" SEE DETAIL SK-1.0 'C' P7 1' - 0" x 1' - 0" (4) No. 6 'A' ISOLATED FOOTING REINFORCING REQUIREMENTS FOOTING MARK FOOTING SIZE FOOTING DEPTH REBAR QTY AND SIZE F3.0 3' - 0" x 3' - 0" 1' - 0" (4) No. 5s F4.0 4' - 0" x 4' - 0" 1' - 0" (5) No. 5s F5.0 5' - 0" x 5' - 0" 1' - 3" (6) No. 5s F6.0 6' - 0" x 6' - 0" 1' - 3" (7) No. 6s F7.0 7' - 0" x 7' - 0" 1' - 6" (8) No. 6s F8.0 8' - 0" x 8' - 0" 1' - 6" (9) No. 7s F9.0 9' - 0" x 9' - 0" 1' - 9" (10) No. 7s F10.0 10' - 0" x 10' - 0" 1' - 9" (11) No. 7s F101 6' - 0" x 24' - 0" 1' - 9" No. 7 AT 12" T&B F102 6' - 0" x 10' - 0" 1' - 6" No. 7 AT 12" T&B F103 7' - 0" x 74' - 0" 1' - 9" No. 7 AT 12" T&B F104 0' - 1" x 0' - 1" 1' - 0" (6) No. 5s F105 10' - 0" x 30' - 0" 1' - 9" No. 7 AT 12" T&B F106 6' - 0" x 16' - 11 3/4" 1' - 6" No. 7 AT 12" T&B SEE PLAN SEE PLAN 2 2 2 SCALE: 1 1/2" = 1'-0" A1COLUMN BASE DETAIL SCALE: 1" = 1'-0" A18FOOTING SCHEDULE SCALE: 3/4" = 1'-0" A9TYPICAL INTERIOR PIER DETAIL SCALE:1" = 1'-0" G21 SHEAR LUG DETAIL SCALE: 3/4" = 1'-0" G17CONCRETE SHEAR WALL PIERS 2 2 3 22 2 3 2 This is an approve field change. Matt Zeno Assistant City Engineer City of Saratoga Springs Dept. of Public Works 474 Broadway, Saratoga Springs, NY 12866 518-587-3550 ext. 2492 From: Matt Brobston <mbrobston@thelagroup.com> Sent: Friday, August 16, 2024 3:06 PM To: James Salaway <James.Salaway@saratoga-springs.org>; Matt Zeno <Matt.Zeno@saratoga-springs.org>; Susan Barden <Susan.Barden@saratoga-springs.org> Cc: Amanda Pelfrey <amandap@bonacioconst.com> Subject: 78 Church Street CAUTION: This email originated outside of the City network. Please contact IT Support if you need assistance determining if it's a threat before opening attachments or clicking any links. Sue, Matt, and James, I am attaching a field change request for the project at 78 Church. After discussions with National Grid the transformer location is changing which needs the sidewalk off Clinton to change to along the driveway. The overhang in the rear will provide the parking spaces with a carport cover that was discussed but the final design was just completed. The plans attached show the previous approval in red and the proposed condition in black. Please let me know if there are any questions or comments pertaining to the request. Thank you, Matthew Brobston Associate Principal, Landscape Architect 3 The LA GROUP Landscape Architecture and Engineering, P.C. People. Purpose. Place. 40 Long Alley Saratoga Springs, NY 12866 p: 518/587-8100 x321 e: mbrobston@thelagroup.com w: www.thelagroup.com LinkedIn | Instagram BIKES MECH STOR Lobby TRASH MECH 2 4 6 8 10 12 14 16 18 20 21 22 23 26 27 28 29 30 31 33 34 24 25 35 Commercial Community 36 383940 32 LANDS NOW OR FORMERLY OF CHURCH STREET DOGS, L.L.C. BOOK 1547 OF DEEDS, PAGE 416 CONC. BLOCK BUILDING ONE STORY LANDS N O W O R F O R M E R L Y O F LINDA J. D E B L A S I O DEED NO. 2 0 1 7 0 1 2 4 2 2 3 STORY B R I C K B U I L D I N G NO. 37 CLI N T O N S T R E E T DEED NO. 2 0 1 5 0 1 4 4 8 3 SRITY LL C LANDS N O W O R F O R M E R L Y O F DANIEL J. AND LICIA A. EATON LANDS NOW OR FORMERLY OF BOOK 1652 OF DEEDS, PAGE 270 LANDS NOW OR FORMERLY OF 82 CHURCH STREET REALTY LLC DEED NO. 2016037060 1 3 5 7 9 11 13 15 17 19 37 Commercial 4 L-5.1 COMMERCIAL DRIVEWAY ENTRANCE 9 L-5.0 CONCRETE SIDEWALK CONCRETE CURB1 L-5.1 9.00' 18 . 0 0 ' CONCRETE SIDEWALK 6' MIN TO MATCH EXISTING SIDEWALK WIDTHS AT EACH ADJACENT PROPERTY 9 L-5.0 EXISTING LIGHTING HISTORIC STREET LIGHT LANDSCAPING OVERHEAD DOOR ENTRANCE TO GARAGE R5. 0 0 ' LAWN PARKING LOT LIGHT 22 . 0 ' 5. 0 ' 5. 0 ' R 5 . 0 0 ' LAWNLAWN 1.3' 1.0' 3.0' 0.50' 3. 2 ' GAS METER LOCATION TRANSFORMER LOCATION 6,7 L-5.1 5 L-5.1 6 L-5.0 BICYCLE RACK BIKE STORAGE FOR 6 BIKES STAMPED CONCRETE SIDEWALK, TYP.9 L-5.0 4. 2 ' 6. 0 0 ' 6. 0 0 ' 10.00' 7.00' 6 L-5.0BICYCLE RACK GENERATOR LOCATION 16 . 5 5 ' .60' .60' 1. 2 1 ' 2. 0 3 ' 1.00' .51' .5 9 ' .31' 8.67' R 3 . 0 0 ' CARPORT OVERHANG SUPPORT POLES © the LA Group 2017 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spring City Development Group 18 Division Street Suite 401 Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 2 \ 2 0 2 2 0 6 2 _ B o n a c i o _ C a r p e t l a n d \ 2 0 2 2 0 6 2 C A D \ L - 2 . 0 _ L a y o u t & M a t e r i a l s - 2 0 2 4 - 0 8 - 0 7 . d w g 78 Church Street Redevelopment 78 Church Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2022062 LAYOUT & MATERIALS PLAN L-2.0 MCB JTM DBH 10/13/23 1"=20' 1 COMMENT RESPONSES 11/9/2023 2 PLAN UPDATES 1/22/2024 3 PLAN REVISIONS 2/13/2024 4 ELECTRICAL REVISIONS 2/19/2024 5 ADDED DIMENSIONS 6/3/2024 6 ADDED DIMENSIONS 6/12/2024 8 PLAN MODIFICATION 8/15/2024 10 5 10 15 20200 Scale: 1" = 20' LEGEND Planning Board # 20230267 PROPERTY LINE CONCRETE CURB CONCRETE SIDEWALK ASPHALT PAVEMENT LIGHT POLE ORNAMENTAL STREET LIGHTLAWN 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 10.FINAL INTERIOR WALL LAYOUT MAY BE ADJUSTED DURING TENANT FIT UP. LAYOUT NOTES: