ONE VANDERBILT NEW YORK, NY STRUCTURAL PEER REVIEW REPORT FOUNDATION PACKAGE. Prepared For. Prepared By ES

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1 ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT NEW YORK, NY STRUCTURAL PEER REVIEW REPORT FOUNDATION PACKAGE Prepared For Prepared By

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57 APPENDIX 4 DRAWING LIST SERVING AS A BASIS FOR PEER REVIEW STRUCTURAL DRAWING LIST SHEET NUMBER DRAWING TITLE FOUNDATION PERMIT FO.00 FOUNDATION AND B4 LEVEL PLAN FO B3 LEVEL PLAN FO FOUNDATION SECTIONS 1 FO FOUNDATION SECTIONS 2 FO FOUNDATION SECTIONS 3 FO FOUNDATION SECTIONS 4 FO FOUNDATION SECTIONS 5 FO FOUNDATION SECTIONS 6 FO FOUNDATION SECTIONS 7 FO FOUNDATION TYPICAL DETAILS 1 FO FOUNDATION TYPICAL DETAILS 2 S COLUMN COORDINATE PLAN S B2 FLOOR FRAMING PLAN S.00 B1 FLOOR FRAMING PLAN S GROUND FLOOR FRAMING PLAN S COLUMN SCHEDULE 1 S COLUMN DETAILS 1 S GENERAL NOTES S LOADING SCHEDULE S TYPICAL FLOOR CONSTRUCTION DETAILS

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59 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT N EAST 43RD STREET FO FO201 15' TO 43RD ST CURB 1 FO202 SEE B4 WALL PART PLAN DETAIL 1/F FO202 4' 4" 2 FO LEVEL B4 AND FOUNDATION PLAN 1. REFERENCE FOR ALL ELEVATIONS IS LEVEL NAVD88 EL. 0'0" 2. TOP OF FOUNDATION MAT IS AT ELEVATION 18'9" UNLESS OTHERWISE NOTED. 3. BOTTOM OF FOOTING ELEVATION IS NOTED THUS (±...), RELATIVE TO REFERENCE ELEVATION. 4. INVERT ELEVATION IS NOTED THUS <±...>, RELATIVE TO REFERENCE ELEVATION. 5. SYMBOLS: 8" SLAB ON GRADE INDICATES 8" CONC. SLAB ON GRADE WITH 12" T. & B. EA. WAY. INDICATES ROCK ANCHOR. SEE PLAN FOR LOCATION AND CAPACITY. 6. FOOTINGS SHALL BEAR ON UNDISTURBED ROCK HAVING A SAFE MINIMUM BEARING CAPACITY OF SIXTY (60) TONS PER SQ. FT. (CLASS 1a IN ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE). 7. BOTTOM OF FOOTING ELEVATION SHOWN IS HIGHEST POSSIBLE FOR 60 TSF ROCK. ACTUAL ELEVATION MAY CHANGE DEPENDING ON CONDITION OF BEARING SURFACE REVEALED BY EXCAVATION. 8. ALL BEARING SURFACES SHALL BE EXAMINED BY THE ARCHITECT (OR ARCHITECT'S REPRESENTATIVE) PRIOR TO PLACING FOOTINGS OR REINFORCEMENT. 9. FOOTINGS SHALL BE CONCENTRIC WITH COLUMN OR BUTTRESS ABOVE UNLESS OTHERWISE NOTED. FOR COORDINATES OF CENTERLINES SEE DWG. S SLOPE BETWEEN BOTTOM OF ADJACENT FOOTINGS, ELEVATOR PIT SLABS, SUMP PITS, ETC. SHALL BE NO STEEPER THAN ONE VERTICAL TO ONE HORIZONTAL. 11. ALL CONCRETE FOR FOUNDATION SHALL BE NORMAL WEIGHT SEE DWG. S701 FOR REQUIRED STRENGTHS. 12. FOUNDATION WALLS SHALL BE PLACED IN ALTERNATE PANELS NOT TO EXCEED 60 FEET IN LENGTH. CONSTRUCTION JOINTS SHALL BE PLACED AT POINTS OF MINIMUM SHEAR, GENERALLY AT MIDSPAN AND THREE FEET MINIMUM FROM EDGE OF BUTTRESS. ALLOW 7 DAYS MINIMUM BETWEEN PLACING OF ADJACENT PANELS. HORIZONTAL JOINTS WILL BE PERMITTED ONLY AS SHOWN ON SECTIONS AND DETAILS. 13. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, WIND AND OTHER FORCES UNTIL SLABS, METAL DECK, BEAMS OR COLUMNS DESIGNED TO BRACE THE FINISHED STRUCTURE HAVE BEEN INSTALLED AND HAVE ATTAINED THEIR REQUIRED STRENGTH. 14. SEE DWGS. FO201 THRU FO207 FOR FOUNDATION SECTIONS AND DETAILS. 15. SEE DWGS. S301 THRU S308 FOR LATERAL FRAME AND SHEAR WALL ELEVATIONS AND DETAILS. 16. SEE DWGS. S251 AND S252 FOR TYPICAL FOUNDATION DETAILS. 17. SEE DWGS. S601 THRU S603 FOR COLUMN SCHEDULE. 18. SEE DWGS. S701 FOR GENERAL NOTES. 19. SEE DWGS. S702 THRU S703 FOR LOADING SCHEDULE AND FLOOR CONSTRUCTION DETAILS. 20. COORDINATE SIZE, LOCATION AND INVERT ELEVATION OF WALL SLEEVES WITH MECHANICAL AND TELECOMMUNICATIONS DRAWINGS. SEE DWG. S252 FOR TYPICAL SLEEVE DETAIL. 21. COORDINATE CON ED VAULTS WITH CON ED DWGS. 22. COORDINATE ELEVATOR PIT BEAM LOCATIONS WITH ELEVATOR CONTRACTOR. 23. COORDINATE NYCT/MTA SUBWAY PASSAGE WITH NYCT DWGS. 24. NO TEMPORARY OR PERMANENT ATTACHMENTS OR PENETRATIONS SHALL BE MADE TO NYCT/MTA STRUCTURES. 25. SEE TEMPORARY SUPPORT OF EXCAVATION SUPPORT DWGS PREPARED BY LANGAN CONSULTING ENGINEERS. FOR NYCT/MTA GENERAL NOTES AND STANDARD INSURANCE CLAUSES SEE FO SEE SPECIFICATIONS AND CIVIL DRAWINGS FOR UNDERSLAB DRAINAGE SYSTEM. 27. SEE DWGS. S401 THRU S404 FOR CONCRETE CORE PLANS AND DETAILS. 28. SEE ELECTRICAL DRAWINGS FOR UNDERSLAB LIGHTNING PROTECTION GROUNDING PLATES. 29. COORDINATE WATERPROOFING WITH CIVIL DRAWINGS. 2 FO201 7 FO ' 9 123/128" LOT DIMENSION 31' 0" 1' 4" 9' 2" 2' 6" [ EL. 12' 8" ] 8" WALL F3.5 EL. 17' 3" 23 F6 ( 6' 9" ) 20' 3" [ EL. 12' 8" ] F10 ( 13' 3" ) F10 ( 8' 2" ) PIT ABOVE SEE DWG. FO101 F3.5 EL. 17' 3" F10 ( 13' 3" ) 1 F5 F6 ( 7' 3" ) ( 6' 9" ) 1' 4" 3 FO203 RAMP ABOVE SEE DWG. FO " SLAB ON GRADE [ EL. 12' 8" ] 4 FO203 37' 7" FUEL OIL TANKS T.P. F3.5 ( 14' 9" ) T.P. F3.5 ( 14' 6" ) 5 FO203 T.P. F3.5 ( 16' 11 15/16" ) 3 FO206 6' 0" 3' 0" 6' 0" 6' 0" 1' 4" TOP OF MAT EL. 14' 9" 2#11 6"o.c. TOP & BOTTOM IN 9'0" BAND N.S. DIRECTION 6' 0" 6' 0" 1' 6" F10 F10 ( 5' 3" ) ( 5' 3" ) 3A FO203 [ EL. 12' 8" ] TOP OF MAT EL. 18' 9" 4' 0" 4 FO206 16' 3 1/2" 24 F9.5 ( 5' 3" ) 4' 0" 3' 0" 6' 0" 2 TON ROCK ANCHOR TYP. 7' 4" TRUCK ELEVATOR PIT 5' 0" [ EL. 12' 8" ] [ EL. 12' 8" ] 20' 0" 2#11 6"o.c. TOP & BOTTOM IN 9'0" BAND E.W. DIRECTION 2#11 6"o.c. TOP & BOTTOM IN 12'0" BAND E.W. DIRECTION 2#11 6"o.c. TOP & BOTTOM IN 12'0" BAND E.W. DIRECTION 2#11 6"o.c. TOP & BOTTOM IN 9'0" BAND E.W. DIRECTION 1' 6" #11@6" TOP & BOTTOM EACH WAY TYP. U.N. FOR SPLICING #11 BARS, USE LENTON COUPLERS OR EQUAL 8" SLAB ON GRADE WITH #4@12" TOP AND BOTTOM CONTINUOUS. TYPICAL 20' 0" TRUCK ELEVATOR PIT 6' 0" 6' 0" 4 FO207 F9 ( 5' 9" ) [ EL. 12' 8" ] [ EL. 12' 8" ] 5 FO204 8' 5" 1' 4" 2#11 6"o.c. TOP & BOTTOM IN 12'0" BAND N.S. DIRCTION [ EL. 12' 8" ] [ EL. 12' 8" ] 2 FO206 FUEL OIL TANKS 15' 0 1/2" 1' 4" 26 8" SLAB ON GRADE F10.5 x 6.5 F7 ( 7' 8" ) ( 8' 5" ) 6' 0" 3' 0" 2#11 6"o.c. TOP & BOTTOM IN 9'0" BAND N.S. DIRECTION 27 6' 0" 3' 0" 5 FO207 6' 0" 6' 0" TOP OF MAT EL. 18' 9" 6' 0" 6' 0" 6 [ EL. 2' 2 1/2" ] [ EL. 2' 2 1/2" ] 6 FO206 3 FO207 F10 ( 1' 9 1/2" ) F11 ( 0' 11 1/2" ) F13 ( 2' 9 1/2" ) F13 ( 0' 8 1/2" ) 9'6" THICK MAT FOUNDATION BELOW 10 F3.5 EL. 17' 3" F13 ( 10' 9" ) 8' 0" 6' 0" ELEVATOR PIT 7 FO206 [ EL. 9' 2 1/2" ] 4 FO204 3 FO204 PIT ABOVE SEE DWG. FO101 ESCALATOR PIT FO FO203 UNDER SLAB PIPING 53 UP Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: MARK F3.5 F5 F6 (ALLOWABLE ROCK BEARING = 60 TONS/SQ. FT.) SIZE 3'6" x 3'6" 5'0" x 5'0" 6'0" x 6'0" FOOTING SCHEDULE DEPTH (INCHES) BOTTOM REINF. EACH WAY (U.O.N.) 4 #5 8 #9 10 #9 REMARKS F9 ( 13' 9" ) T.P. F3.5 ( 17' 3" ) 3' 0" 6' 0" TOP OF MAT EL. 18' 9" 3' 0" 6' 0" 4' 0" 4' 0" Sim 4 FO206 9' 6" 6' 0" 6' 0" RAMP ABOVE SEE DWG. FO101 TRENCH DRAIN 6' 0" 3' 0" 3' 0" 6' 0" 11 ( 10' 9" ) 6' 0" 6' 0" 2 FO FO203 SEE PLAN DETAIL 2/F D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET MADISON AVENUE VANDERBILT F7 7'0" x 7'0" 16 #9 F8 8'0" x 8'0" #10 F9 F9.5 F10 F10.5 x 6.5 F11 F12 F13 9'0" x 9'0" 9'6" x 9'6" 10'0" x 10'0" 10'6" x 6'6" 11'0" x 11'0" 12'0" x 12'0" 13'0" x 13'0" #10 22 #10 24 #10 30 #10 36 #10 38 #10 7#10 LONG WAY 11#10 SHORT WAY 1 FO F5 ( 15' 3" ) 17 F9 ( 13' 9" ) T.P. F3.5 ( 17' 3" ) 16 PIT ABOVE SEE DWG. FO101 F11 ( 7' 4" ) 6' 0" 15 6' 0" 8' 0" 14 5 FO206 TOP OF MAT EL. 14' 9" 13 1 FO207 1 FO F11 ( 12' 5" ) 94 16' TO VANDERBILT AVENUE CURB EAST 42ND STREET N 2 FO204 6 FO204 FOUNDATION AND B4 LEVEL PLAN 1/8" = 1'0" Issue Date: Project No. Drawn By Scale As indicated 215' 8 5/128" LOT DIMENSION Drawing Title FOUNDATION AND B4 LEVEL PLAN EAST 42ND STREET Drawing Number FO.00 SHEET 1 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

60 UP HC ES DEPT OF BLDGS Job Number Scan Code FO203 4 ONE VANDERBILT N EAST 43RD STREET FO FO201 15' TO 43RD ST CURB 1 FO202 1' 6" 2 FO202 4' 4" FO201 OPEN 8" SLAB WITH TOP & BOT " SLAB WITH TOP & BOT. EA.WAY [ EL. 20' 8" ] 1' 4" TYP. OPEN 2 8" SLAB WITH TOP & BOT. 8" SLAB WITH TOP & BOT. EA.WAY OPEN 3 7' 4" OPEN 4 5' 0" OPEN 1' 6" 5 OPEN 2 FO206 [ EL. 20' 8" ] 8" SLAB WITH TOP & BOT. [ EL. 20' 8" ] 8" SLAB WITH TOP & BOT. [ EL. 20' 8" ] OPEN Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: FO203 4 FO203 T.P. [ EL. 19' 0" ] [ EL. 19' 0" ] [ EL. 19' 0" ] [ EL. 19' 0" ] 3A FO203 3' 2" 6' 8" 5' 4" 6' 8" 5' 4" 6' 8" 5' 4" 6' 8" 3' 2" 5' 6" 24 5 FO ' 8" 17' 2" 8" SLAB WITH #4@12" TOP & BOTTOM 27 2' 6" 8 8" SLAB WITH TOP & BOT. EA.WAY OPEN UP Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: ' 8" TRENCH DRAIN [ EL. 16' 8" ] 1' 0" 20' 4" 3 FO207 4 FO Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: " PIT SLAB #4@12" TOP & BOTTOM 3 FO206 11' 2" 5 FO ' 10" LOT DIMENSION 1 FO201 7 FO ' 6" 5' 0" 2' 1 1/2" [ EL. 13' 8" ] " TYP. 5' 0 1/2" 20 2 FO FO203 48' 4" 17 T.P. T.P. 8" SLAB ON GRADE WITH #4@12" TOP AND BOTTOM EACH WAY ON 3" WORKING SLAB OVER 12" DRAINAGE STONE AND FILTER FABRIC WITH UNDERSLAB DRAINAGE SYSTEM, TYP. 69' 3 1/2" T.P. T.P. SLOPE DOWN [ EL. 20' 8" ] 49' 8" 4' 0" 4 FO206 2' 6" 16 10" TYP. 8' 6" 14' 0" 14' 6" 22' 6" 15 17' 4" 16' 6" 25' 0" 3' 0" 9' 8" 10' 0" 10' 0" [ EL. 20' 8" ] 4 FO207 2' 6" 36' 0" 2' 6" SLOPE DOWN 2' 6" 66' 6 1/2" 5' 0" 31' 3" 48' 4" 6 FO204 4' 4" 5' 0" 10" PIT SLAB #4@12" TOP & BOTTOM EL. 13'8" B3 LEVEL PLAN 1/8" = 1'0" 14 5 FO206 [ EL. 16' 8" ] 8' 6" 1 8' 6" 9' 6" 1 8' 6" 2' 6" 2' 6" [ EL. 18' 8" ] [ EL. 18' 8" ] 1' 8" 5' 3" 13 1 FO207 19' 8" 6' 0" 6' 1" 3' 5"3' 0" FO PIER BELOW 2 FO207 3 FO204 10" PIT SLAB #4@12" TOP & BOTTOM 5' 0" 75' 0" [ EL. 13' 8" ] 10" TYP. 5' 2 1/2" 4' 7" ' TO VANDERBILT AVENUE CURB 99 6 FO203 SEE PLAN DETAIL 3/FO205 1 FO D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan Issue Date: Project No. Drawn By Scale EAST 43RD STREET MADISON AVENUE VANDERBILT EAST 42ND STREET /8" = 1'0" N 215' 8" LOT DIMENSION Drawing Title B3 LEVEL PLAN EAST 42ND STREET Drawing Number FO SHEET 2 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

61 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT SIDEWALK 1ST FLOOR 1ST FLOOR 1ST FLOOR 12" DOWEL 1' 0" 12" DOWEL 12" DOWEL 9" VERTICAL Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: " VERTICAL 12" EACH FACE Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: ADDITIONAL 9" VERTICAL 12" EACH FACE 12" EACH FACE STEEL COLUMN Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: ' 2" 12" DOWEL B1 LEVEL 12" DOWEL. FOR REINFORCEMENT SEE PLAN B1 LEVEL. 9" TOP & BOT. CONTINUOUS. EACH FACE EACH WAY B1 LEVEL Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: " TYPICAL 9" DOWEL 4' 0" W12 FOR REINFORCEMENT SEE SECTION F3/F " DOWELS TO MATCH SLAB REINFORCEMENT TYPICAL. Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: ' 6" PIER WATER TANK 1' 4" 9" TOP AND BOTTOM B2 LEVEL B2 LEVEL B2 LEVEL 12" DOWEL FOR. REINFORCEMENT FUEL OIL TANK ROOF SEE PLAN 2' 6" 10" EACH FACE 4" 1' 4" 9" VERTICAL REBAR DOWEL TO MATCH VERTICAL REINFORCEMENT TYPICAL 12" TEMPERATURE REINFORCEMENT 9" TOP 9" VERTICAL ADDITIONAL 9" VERTICAL 12" VERTICAL TYPICAL 12" VERTICAL TYPICAL 2" CLEAR FUEL OIL TANK 2" CLEAR TYPICAL 0" TYPICAL 12" EACH FACE TYPICAL 12" EACH FACE 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan. FOR REINFORCEMENT SEE PLAN B3 LEVEL WEST WALL. FOR DESIGN, ROCK AT ELEVATION 23.0' 12" DOWEL B3 LEVEL 12" EACH FACE B3 LEVEL MADISON AVENUE EAST 43RD STREET VANDERBILT 12" DOWEL TYPICAL 4" EAST 42ND STREET MIN. N PIER 1' 4" FLOOR OF FUEL OIL TANK ROOM MIN. B4 LEVEL MIN. 6" B4 LEVEL Issue Date: Project No. Drawn By Scale /2" = 1'0" Drawing Title FOUNDATIONS SECTIONS 1 SECTION SCALE: 1/2" = 1'0" 1 FO201 SECTION SCALE: 1/2" = 1'0" 2 FO201 SECTION SCALE: 1/2" = 1'0" 3 FO201 Drawing Number FO SHEET 3 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

62 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT 1ST FLOOR PROPERTY LINE 1ST FLOOR 1ST FLOOR 1' 6" REINFORCEMENT SEE PLAN Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: " EACH FACE Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: B1 LEVEL 12" DOWEL B1 LEVEL 1' 6" KEY 12" DOWEL B1 LEVEL METRO NORTH B1 LEVEL (EL.45.90') EXISTING FRAMING 10" DOWEL 8' 0" B1 LEVEL Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: " VERTICAL EACH FACE TYPICAL 12" EACH FACE 4' 4" ADDITIONAL 12" 8 101/128" B2 LEVEL 7' 0" B2 LEVEL B2 LEVEL B2 LEVEL DOWELS TO MATCH TO TOP REBAR IN SLAB ADDITIONAL 10" 0"TYPICAL 5' 0" 12" DOWEL 12" EACH FACE EAST WALL, FOR DESIGN, ROCK AT ELEVATION 32.0' 12" HORIZONTAL TYPICAL SEE PART PLAN FOR ADDITIONAL REBAR 6" VERTICAL 10" 10" 12" EACH FACE B3 LEVEL 2" CLEAR 12" EACH FACE B3 LEVEL 12" VERTICAL B3 LEVEL 12" EACH FACE B3 LEVEL 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET 12" HORIZONTAL SEE PART PLAN FOR ADDITIONAL REBAR 12" HORIZONTAL SEE PART PLAN FOR ADDITIONAL REBAR 2' 1" MADISON AVENUE VANDERBILT EAST 42ND STREET 12" TIE SEE PART PLAN FOR EXTENT N VARIES B4 LEVEL B4 LEVEL B4 LEVEL B4 LEVEL MIN. MIN. MIN. MIN. Issue Date: Project No. Drawn By Scale 1/2" = 1'0" Drawing Title FOUNDATIONS SECTIONS 2 SECTION SCALE: 1/2" = 1'0" 1 FO202 SECTION SCALE: 1/2" = 1'0" 2 FO202 SECTION SCALE: 1/2" = 1'0" 3 FO202 SECTION SCALE: 1/2" = 1'0" 4 FO202 Drawing Number FO SHEET 4 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

63 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT B3 LEVEL 9" TOP 12" #4@12". EACH WAY EACH FACE TYPICAL 9" Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: ' 11" RAILING SEE ARCHITECTURAL DRAWINGS RAMP TO LOADING DOCK ELEVATION VARIES B3 LEVEL BUTTRESS TOP OF SLAB SEE PLAN TOP OF RAMP SEE PLAN TOP OF MAT SEE PLAN B3 LEVEL LOWER BOTTOM OF WALL AT PIT SECTION SCALE: 1/2" = 1'0" 6 FO203 Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: " SECTION SCALE: 1/2" = 1'0" 3 FO203 TOP OF MAT SEE PLAN TOP OF SLAB SEE PLAN B4 LEVEL 9" TOP B2 LEVEL Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: " EACH FACE 12" EACH FACE B1 LEVEL SECTION SCALE: 1/2" = 1'0" 3A FO203 B3 LEVEL EX 1ST FLOOR VANDERBILT PLAZA LEVEL (EL ' TO 59.25') VANDERBILT AVENUE EXISTING VANDERBILT FRAMING EXISTING MTA COLUMNS ON DUNNAGE GIRDERS SUPPORTING VANDERBILT FRAMING GRAND CENTRAL TERMINAL B2 LEVEL METRO NORTH CONCOURSE LEVEL (EL ') B1 LEVEL MIN. B4 LEVEL 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date 12" DOWEL Key Plan EAST 43RD STREET 12" 12" 12" EACH FACE FUEL OIL TANK FLOOR PROPERTY LINE B2 LEVEL SECTION SCALE: 1/2" = 1'0" 5 FO203 MADISON AVENUE EAST 42ND STREET VANDERBILT UNEXCAVATED ROCK BENEATH EXISTING VANDERBILT AVENUE COLUMN BEYOND 2' 4" METRO NORTH UPPER LEVEL (EL. +27'') N B3 LEVEL B3 LEVEL B3 LEVEL 12" EACH FACE 9" EACH FACE OPENING IN LOOP TRACK WALL CONSTRUCTED BY ESA DOCK LEVELER TRENCH DRAIN SEE PLUMBING DRAWINGS MIN. FUEL OIL TANK FLOOR TOP OF EXISTING SLAB EL. 9.54' TRUCK RAMP Issue Date: Project No. Drawn By B4 LEVEL Scale As indicated 6" Drawing Title FOUNDATIONS SECTIONS 3 SECTION SCALE: 1/2" = 1'0" 1 FO203 SECTION SCALE: 1/4" = 1'0" 2 FO203 SECTION SCALE: 1/2" = 1'0" 4 FO203 Drawing Number FO SHEET 5 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

64 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT B3 LEVEL 1ST FLOOR 1' 0" Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: " DOWEL LOWER BOTTOM OF WALL AT PIT B4 LEVEL Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: " EACH FACE Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: W12 12" VERTICAL EACH FACE SECTION SCALE: 1/2" = 1'0" 6 FO204 Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: BOTT. OF CONC. TO MACTH BOTT. OF EXISTING STEEL 5' 0" 9' 0" ADDL 10" VERT 12" DOWEL B1 LEVEL #4@12" VERTICAL AND HORIZONTAL EACH FACE TYPICAL 8" #4@12" EACH WAY TOP AND BOTTOM COORDINATE ESCALATOR MOUNT WITH ESCALATOR CONTRACTOR B4 LEVEL Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: BOTT. OF CONC. TO MACTH BOTT. OF EXISTING STEEL 0" TYPICAL 10" DOWEL W24 SECTION SCALE: 1/2" = 1'0" 4 FO204 B2 LEVEL B3 LEVEL 10" DOWEL EACH FACE B3 LEVEL 10" VERTICAL 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan 10" VERTICAL 10" VERTICAL 12" VERTICAL 12" EACH FACE TYPICAL TOP OF SLAB SEE PLAN MADISON AVENUE EAST 43RD STREET VANDERBILT 12" EACH FACE B4 LEVEL EAST 42ND STREET N B3 LEVEL B4 LEVEL MIN. 5' 0" MIN. 6" NAVD88 Issue Date: Project No. Drawn By Scale /2" = 1'0" SECTION SCALE: 1/2" = 1'0" 1 FO204 SECTION SCALE: 1/2" = 1'0" 2 FO204 SECTION SCALE: 1/2" = 1'0" 3 FO204 FO20405 SCALE: 1/2" = 1'0" 5 FO204 Drawing Title FOUNDATIONS SECTIONS 4 Drawing Number FO SHEET 6 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

65 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT 12" VERT. & HORIZ.. EACH FACE ADD'L HORIZONTAL REINF. 12" B4 TO B3 LEVEL 12" B3 TO B1 LEVEL ADD'L HORIZONTAL REINF. 12" B4 TO B1 LEVEL 12" B1 TO 1ST FLOOR ADD'L HORIZONTAL REINF. 12" B4 TO B3 LEVEL 12" B3 TO B1 LEVEL 4' 0" 4' 0" 12" TIE 4' 0" 4' 0" 0". TYP 4' 0" 4' 0" 3' 0" ADD'L HORIZONTAL REINF. 12" B4 TO B1 LEVEL 3' 0" 3' 0" FOR REINF. SEE SECTION F4/FO204. 0" TYP. ADD'L HORIZONTAL REINF. 12" B4 TO B1 LEVEL 3' 0" FOR REINF. SEE SECTION F5/FO205. Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: TRUCK ELEVATOR SHAFT TRUCK ELEVATOR SHAFT Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: B4 WALL PART PLAN 1/2" = 1'0" 1 FO205 Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: B3 LEVEL 2' 7" 1' 0" PIER BEYOND 8' 3 1/2" 1' 0" EXISTING MTA COLUMN TO REMAIN. LOWER BOTTOM OF WALL AT PIT FOOTING BEYOND B4 LEVEL PROPERTY LINE PROPERTY LINE 17' 7 1/2" 60 FOUNDATION WALL. SEE PLAN FOR THICKNESS PORTION OF EXISTING VANDERBILT AVENUE COLUMN TO REMAIN. DO NOT EXCAVATE ROCK DIRECTLY BELOW EXISTING FOOTING PORTION OF EXISTING PIER TO BE REMOVED. COORDINATE WITH EAST SIDE ACCESS DOWELS TO MATCH HORIZONTAL WALL REINFORCEMENT. HILTI HITHY 200 EPOXY EXISTING PIER EXISTING SLAB AT CAREY'S HOLE PROPERTY LINE SECTION SCALE: 1/2" = 1'0" B2 SLAB SEE PLAN 7 FO205 EXISTING SLAB AT CAREY'S HOLE VERIFY IN FIELD 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET MADISON AVENUE VANDERBILT EAST 42ND STREET PROJECTION OF EXISTING FOOTING ABOVE WEST OF EAST PROPERTY LINE EXISTING COLUMN SUPPORTING VANDERBILT AVENUE EXISTING VANDERBILT AVENUE COLUMN EXISTING VANDERBILT AVENUE COLUMN N VERIFY IN FIELD EXISTING FOOTING SUPPORTING VANDERBILT AVENUE COLUMN TO REMAIN. VERIFY EXTENT IN FIELD EXISTING VANDERBILT AVENUE COLUMN FOOTING EXISTING FOOTING VERIFY IN FIELD Issue Date: Project No. Drawn By VERIFY IN FIELD VERIFY IN FIELD Scale 1/2" = 1'0" FULL WIDTH OF FOUNDATION WALL BEYOND FULL WIDTH OF FOUNDATION WALL BEYOND Drawing Title FOUNDATIONS SECTIONS 5 PLAN DETAIL 1/2" = 1'0" 2 FO205 PLAN DETAIL 1/2" = 1'0" 3 FO205 PLAN DETAIL 4 1/2" = 1'0" FO205 SECTION 1/2" = 1'0" 5 SECTION 6 FO205 1/2" = 1'0" FO205 Drawing Number FO SHEET 7 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

66 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT 10' 0" 2' 6" 8' 0" 1' 0" B3 LEVEL 10" 1' 11" TOP OF RAMP ELEVATION.20.67' TO ELEVATION16.67' 1' 11" TOP OF MAT SEE PLAN TOP OF MAT EL. 14' 9" Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: " 8" B4 LEVEL DEPTH = 9'6" EL. 9' 6 1/2" Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: EL. 5' 3" Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: " Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: SECTION SCALE: 1/2" = 1'0" 2 FO206 SECTION SCALE: 1/2" = 1'0" 3 FO206 Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: B4 LEVEL NAVD88 TOP OF MAT SEE PLAN EL. 20' 8" TOP OF RAMP DOWN SEE PLAN B3 LEVEL TOP OF RAMP FROM SEE PLAN 2' 6" 8' 0" 1'0" GRAVEL 8" SLAB ON GRADE 3" MUD SLAB SECTION SCALE: 1/2" = 1'0" 7 FO206 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET... RAMP WIDTH TOP OF MAT SEE PLAN B4 LEVEL MADISON AVENUE VANDERBILT EAST 42ND STREET N 9' 6" B4 LEVEL 8' 0" 9' 6" NAVD88 Issue Date: Project No. Drawn By Scale /2" = 1'0" SECTION SCALE: 1/2" = 1'0" 10' 6" 4 FO206 SECTION SCALE: 1/2" = 1'0" 5 FO206 SECTION SCALE: 1/2" = 1'0" 6 FO206 Drawing Title FOUNDATIONS SECTIONS 6 Drawing Number FO SHEET 8 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

67 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT TOP OF MAT SEE PLAN B3 LEVEL 8" B3 LEVEL B3 LEVEL TRENCH DRAIN COORDINATE WITH PLUMBING DRAWINGS TOP OF RAMP SEE PLAN 8' 0" 1' 11" TOP OF MAT SEE PLAN Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: B4 LEVEL B4 LEVEL Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: B4 LEVEL Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: SECTION SCALE: 1/2" = 1'0" 1 FO207 SECTION SCALE: 1/2" = 1'0" 2 FO207 Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: ' 0" Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: SECTION SCALE: 3/4" = 1'0" 3 FO207 5' 0" 2' 6" 1' 0" 2' 6" 2' 6" 1' 11" B3 LEVEL 4' 5" #11 6" ON CENTER EACH FACE TYPICAL TOP OF MAT SEE PLAN B3 LEVEL TOP OF MAT SEE PLAN 4' 7" 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET B4 LEVEL B4 LEVEL 5' 0" TOP OF MAT SEE PLAN 5' 0" TOP OF PIT 5' 0" 5' 0" SEE PLAN 9' 6" MADISON AVENUE VANDERBILT EAST 42ND STREET N NAVD88 NAVD88 Issue Date: Project No. Drawn By Scale As indicated Drawing Title FOUNDATIONS SECTIONS 7 SECTION SCALE: 1/2" = 1'0" 4 FO207 SECTION SCALE: 1/2" = 1'0" 5 FO207 Drawing Number FO SHEET 9 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

68 UP HC ES DEPT OF BLDGS Job Number Scan Code TOP OF FLOOR OR ROOF CONSTRUCTION STANDARD HOOK COLUMN AND BASE PLATE SEE COL. SCHEDULE C.L. OF COLUMN, BUTTRESS AND FOOTING UNLESS OTHERWISE NOTED ELSEWHERE FILL POCKET WITH CONCRETE AFTER COLUMN AND BEAM IS IN PLACE VERTICAL BAR DIAMETER #5 BAR SIZE #3 TIES SPACING 10" 1'11" UNLESS OTHERWISE SHOWN ON PLAN OR COLUMN SCHEDULE TOP OF PIER COLUMN SEE SCHEDULE C.L. OF COLUMNS, PIER AND FOOTING UNLESS OTHERWISE NOTED ELSEWHERE 4" MIN. ALL AROUND ONE VANDERBILT COLUMN TIES FOR TYPE AND SIZE SEE TYPICAL COLUMN SECTION COLUMN FOR SIZE AND REINFORCING SEE COLUMN SCHEDULE Ld Ld Ld X Ld MIN. SEE NOTE 1 COLUMN OFFSET IF EQUAL TO OR LESS THAN T, VERT. REINF. MAY BE BENT 6 BENT PORTION OF VERT. REINF. WITHIN T ONLY T/6 MAX. COLUMN, PIER OR BUTTRESS SEE COLUMN SCHEDULE. CAST BUTTRESS MONOLITHIC WITH WALLS 3" MAX. 3" 1/2 TIE SPACING MAX. IF GREATER THAN PROVIDE LOOSE DOWELS 3" T 6 MAX. PLACE ADDITIONAL COLUMN TIES AT BENT PORTION OF VERT. REINF. LOOSE DOWELS VERTICAL COLUMN REINFORCING 1/2 TIE SPACING MAX. TOP OF FLOOR CONSTRUCTION T = DEPTH OF SHALLOWEST MEMBER BRACING ANY SIDE OF COLUMN FOOTING OR PIER FOR SIZE AND REINFORCING, SEE PLANS AND/OR SECTIONS AND/OR DETAILS AND/OR NOTES AND/OR SCHEDULE COLUMN DOWELS SAME NUMBER AND SIZE AS VERTICAL COLUMN REINF. ABOVE Ld 3" X Ld MIN. SEE COLUMN SCHEDULE ANCHOR BOLTS SEE TYPICAL COL. BASE DETAIL BUTTRESS NOTES: SECTION DOWELS SAME CROSS SECTIONAL AREA AS VERTICAL BUTTRESS REINFORCING 1" CHAMFER EACH CORNER (TYP.) 1 1/2" CL. TO TIE (TYP. 4 SIDES) 4" MIN. TYP. HORIZONTAL REINFORCING TO BE CONTONUOUS THROUGH BUTTRESS 1. TIES SHALL BE ARRANGED SUCH THAT EVERY CORNER AND ALTERNATE LONGITUDINAL BAR SHALL HAVE LATERAL SUPPORT PROVIDED BY THE CORNER OF A TIE WITH AN INCLUDED ANGLE OF NOT MORE THAN 135 DEGREES. IF ANY BAR SHALL BE FARTHER THAN 6 INCHES CLEAR ON EACH SIDE ALONG THE TIE FROM A LATERALLY SUPPORTED BAR, LATERAL SUPPORT (SHOWN DOTTED) SHALL BE PROVIDED FOR THESE BARS 2. IF THE DIMENSION A OR B IS LESS THAN THE TIE SPACING SHOWN, THE SPACING SHALL BE DECREASED TO EQUAL A OR B WHICHEVER IS SMALLER 3. IF X IS LESS THAN Ld, INCREASE AREA OF DOWELS BY Ld. X 4. DEVELOPMENT LENGTH Ld TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER 12. A SECTION #6 #7 #8 #9 #10 #11 OR LARGER #3 #3 #3 #3 #3 #4 12" 14" 16" 18" 18" 18" FOR BUTTRESS SIZE AND REINF. SEE COLUMN SCHEDULE WALL OR GRADE BEAM B H SEE NOTE 1 & 2 FOOTING DEPTH Ld X Ld MIN. SEE NOTE 3 FOOTING: FOR SIZE, DEPTH AND REINFORCEMENT, SEE SCHEDULE BASE PLATE SEE COL. SCHEDULE ANCHOR BOLTS SEE TYPICAL COL. BASE DETAIL 18"o.c. MIN. TIES NOTES: 3" MAX. 3" 3" MAX. 4 #6 VERT. (MIN. REINF.) 1. WHERE H IS LESS THAN 1'0", OMIT PIER DOWELS AND EXTEND PIER REINFORCING INTO FOOTING OR THICKEN FOOTING AND OMIT PIER. 2. THE PIER WIDTH SHALL BE NO LESS THAN H/3, OR AS NECESSARY TO FIT BASE PLATE AND CONCRETE PROTECTION 3. IF X IS LESS THAN Ld INCREASE TOTAL AREA OF DOWELS BY Ld. X 4. DEVELOPMENT LENGTH Ld TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER 12. PIER: FOR SIZE AND REINF. SEE COLUMN SCHEDULE. WHERE SIZE IS NOT GIVEN, SEE NOTE 2 BELOW DOWELS SAME CROSS SECTIONAL AREA AS VERTICAL REINF. ABOVE TYPICAL INTERIOR STEEL COLUMN SUPPORTED ON PIER DETAIL SEE ARCH. DWGS. TOP OF STRUCT. SLAB 4" UNLESS OTHERWISE NOTED ELSEWHERE TOP OF SLAB SEE MECHANICAL AND/OR ARCHITECTURAL DRAWINGS FOR PAD SIZE, LOCATION AND DETAILS OF ANY INSERTS, ANCHORS, REGLETS AND OTHER DEVICES TO BE INSTALLED IN PAD 6 x 6 / W5 x W5 WELDED WIRE FABRIC ROUGHEN SLAB 8'0" x 8'0" (MAX.) 1 #4 ALL AROUND TYPICAL MECHANICAL PAD DETAIL 1 #4 ALL AROUND 4" TYP. ALL AROUND 6 x 6 / W3 x W3 WELDED WIRE MESH EXTRUDED POLYSTYRENE MINIMUM COMPRESSIVE STRENGTH 60 LBS/SQ. IN. IF NECESSARY APPLY A SELF LEVELING COMPOUND TYPICAL "RAISED SLAB" DETAIL 4" 1'0" MAX. 3" LT.WT. CONCRETE Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: NOTES: 1. IF X IS LESS THAN Ld INCREASE TOTAL AREA OF DOWELS BY Ld/X. TYPICAL STEEL COLUMN SUPPORTED ON BUTTRESS DETAIL Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: DEVELOPMENT LENGTH Ld TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER 12. TYPICAL COLUMN DETAIL 1" CHAMFER EACH CORNER (TYPICAL) VERTICAL BAR DIAMETER BAR SIZE TIES SPACING 1/2" x 1/2" JOINT FOR JOINT SEALANT, SEE ARCH. DWGS. AND SPECIFICATIONS SEE PLAN VAPOR BARRIER SEE SPECS. POROUS WALL PIPE SEE PLAN AND SPECS. MIN. AROUND PIPE INTERRUPTED BARS OPENING (RECTANGULAR OR CIRCULAR) #5 x 6'0" EACH FACE AT EACH CORNER BPL 22 x 22 x W/(4) 1" HILTI KWIK BOLTS (6 3/8") EMBEDMENT) ON 1" NONSHRINK GROUT TEMPORARY POST 8" 1'0" 3" B 4" MIN. TYP. 1 1/2" CLEAR TO TIES (TYP. 4 SIDES) NOTES: A #5 #6 #7 #8 #9 #10 #11 OR LARGER 1. TIES SHALL BE ARRANGED SUCH THAT EVERY CORNER AND ALTERNATE LONGITUDINAL BAR SHALL HAVE LATERAL SUPPORT PROVIDED BY THE CORNER OF A TIE WITH AN INCLUDED ANGLE OF NOT MORE THAN 135 DEGREES. IF ANY BAR SHALL BE FARTHER THAN 6 INCHES CLEAR ON EACH SIDE ALONG THE TIE FROM A LATERALLY SUPPORTED BAR. LATERAL SUPPORT (SHOWN DOTTED) SHALL BE PROVIDED FOR THESE BARS 2. IF THE DIMENSION A OR B IS LESS THAN THE TIE SPACING SHOWN, THE SPACING SHALL BE DECREASED TO EQUAL A OR B WHICHEVER IS SMALLER. TYPICAL COLUMN SECTION #3 #3 #3 #3 #3 #3 #4 10" 12" 14" 16" 18" 18" 18" NOTE: MIN. UNLESS OTHERWISE NOTED FILTER FABRIC SEE SPECS. 1. THESE DETAILS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND PLUMBING DRAWINGS POROUS FILL SEE SPEC'S. TYPICAL UNDERFLOOR DRAINAGE DETAILS NOTES: Ld OR 2'0" MIN. Ldh + HOOK WHERE NECESSARY (TYPICAL 4 CORNERS) 1. HOOK ALL INTERRUPTED BARS. 2. FOR EACH FACE % OF REINFORCING BAR AREA INTERRUPTED BY OPENING SHALL BE PROVIDED EACH SIDE OF OPENING #5 MIN. EACH SIDE IN EACH FACE. 3. DEVELOPMENT LENGTH Ld OR Ldh TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI318 CHAPTER 12. TYPICAL DETAIL OF OPENING IN CONCRETE WALLS TYPICAL TEMPORARY POST BASE DETAIL 6" ALL AROUND 4" NON SHRINK GROUT ALL AROUND COLUMN SEE SCHEDULE 6" TYPICAL WALL... FILL WITH 0" SLUMP CONCRETE AFTER COLUMNS ARE SET BASE PLATE AND ANCHOR DETAIL SEE COLUMN SCHEDULE 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan 1.3 Ld STANDARD HOOK STANDARD HOOK STANDARD STANDARD STANDARD STANDARD HOOK HOOK HOOK HOOK CAST MONOLITHICALLY DOWELS SAME SIZE AND SPACING AS HORIZONTAL WALL REINFORCING CAST SEPARATELY 1.3 Ld 12"o.c. E WIDTH 2" 2" 5" OR LESS #4 CONT. HEIGHT #3 CONT. 12"o.c. E WIDTH 2" S S S 2" 5"+ TO 12" #4 CONT. HEIGHT #3 CONT. 12"o.c. E WIDTH 2" 2" S S S #5 CONT. HEIGHT 12"+ OR GREATER FOOTING SIZE SEE SCHEDULE LEVEL B3 EL ' REINFORCEMENT SEE PLAN. TYPICAL REINFORCEMENT SEE FOOTING SCHEDULE TYPICAL 4" 8".. 3" WORKING SLAB 12" GRAVEL MADISON AVENUE EAST 43RD STREET EAST 42ND STREET VANDERBILT N CORNER INTERSECTION NOTES: 1. S SHALL NOT BE GREATER THAN 12". 2. THE HEIGHT OF CURBS SHALL NOT BE GREATER THAN 3 TIMES THE CURB WIDTH. NOTE: 1. DEVELOPMENT LENGTH Ld TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER 12. TYPICAL CONCRETE WALL CORNER AND INTERSECTION DETAILS 3. E SHALL BE 1'0" MIN. OR HOOK. 4. FOR CURB SIZE AND LOCATIONS, SEE ARCHITECTURAL DRAWINGS AND/OR MECHANICAL AND/OR OTHER CONTRACT DOCUMENTS. TYPICAL CONCRETE CURB DETAIL FOOTING SIZE SEE SCHEDULE TYPICAL COLUMN BASE DETAIL Issue Date: Project No. Drawn By Scale As indicated Drawing Title FOUNDATION TYPICAL DETAILS 1 Drawing Number FO SHEET 10 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

69 UP HC ES DEPT OF BLDGS Job Number Scan Code ONE VANDERBILT CL SUPPORT MARGINAL COLUMN STRIP MIDDLE STRIP COLUMN STRIP MIDDLE STRIP CL SUPPORT SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 T STANDARD HOOK 1.3 Ld Ld MIN. D T STANDARD HOOK Ldh MIN. STANDARD HOOK 3'0" (TYP.) #5 AT EACH CORNER TOP AND BOTTOM ADJACENT NONCONT. SLAB 1.4 Ld 2'3" MIN. HOOK ALL TOP & BOTTOM BARS AT EXT.SUPPORT EXTEND REINFORCING INTO NONCONT. SLAB CONTINUOUS EDGE BARS 2#6 TOP & BOTTOM MIN. SEE PLAN 1.4 "Ld" 2'3" MIN. HOOK ALL TOP BARS AT EXT. SUPPORT 2" CLEAR EXTERIOR SUPPORTING MEMBER NONCONTINUOUS END 2" CLEAR CL SUPPORT 3/4".30 LN1A % OR MORE OF REINFORCING BAR AREA PER STRIP.20 LN1A REMAINDER OF BARS CLEAR 3/4" CLEAR SEE "TYPICAL INTEGRITY BAR DETAIL" FOR ADDITIONAL BARS AT THE BOTTOM OF THE COLUMN 12"o.c. TOP WHERE BARS ARE NOT INDICATED ON PLANS 0" BOTTOM REINFORCING 12"o.c. WHERE BARS ARE NOT INDICATED ON PLANS 0.22 LN1A (ALL BARS) Ld (2'0" MIN.) L1A LN1A (CLEAR SPAN).30 LN1A OR.30 LN1B (WHICHEVER IS GREATER) % OR MORE OF REINFORCING BAR AREA PER STRIP.20 LN1A OR.20 LN1B (WHICHEVER IS GREATER) REMAINDER OF BARS 0.22 LN1A OR 0.22 LN1B (WHICHEVER IS GREATER) (ALL BARS) 3/4" CLEAR 3/4" CLEAR 3/4" CLEAR INTERIOR SUPPORTING MEMBER MARGINAL COLUMN STRIP MIDDLE STRIP COLUMN STRIP SEE NOTE 4 SEE NOTE 4 CL SUPPORT SEE NOTE 4 12"o.c. TOP WHERE BARS ARE NOT INDICATED ON PLANS CONTINUOUS REINFORCING IF INDICATED ON PLANS SPLICE AT MIDSPAN OF SLAB AT LEAST 2 BARS SHALL PASS WITHIN THE COLUMN CORE AND SHALL BE ANCHORED AT EXTERIOR SUPPORTS DETAILS AT COLUMN STRIP CONTINUOUS REINFORCING IF INDICATED ON PLANS SPLICE Ld AT MIDSPAN OF SLAB TOP BARS EACH WAY (SIMILAR FOR EACH DIRECTION) 0" 0" REBAR SUPPORT TYP. Ld (2'0" MIN.) CONTINUOUS END.30 LN1A OR.30 LN1B (WHICHEVER IS GREATER) % OR MORE OF REINFORCING BAR AREA PER STRIP.20 LN1A OR.20 LN1B (WHICHEVER IS GREATER) REMAINDER OF BARS 12"o.c. TOP WHERE BARS ARE NOT INDICATED ON PLANS SEE "TYPICAL INTEGRITY BAR DETAIL" FOR ADDITIONAL BARS AT THE BOTTOM OF THE COLUMN L1B LN1B (CLEAR SPAN) 0.22 LN1A OR 0.22 LN1B (WHICHEVER IS GREATER) (ALL BARS) UNIFORMLY SPACED TOP BARS FOR SIZE AND NUMBER PER STRIP, SEE PLAN. CENTER TOP BARS OVER COLUMN CENTERLINES U.O.N. 12"o.c. TOP WHERE BARS ARE NOT INDICATED ON PLANS SLAB THICKNESS SEE PLAN MIDDLE STRIP SLAB THICKNESS SEE PLAN FILL POCKET WITH SAME CONCRETE AS WALL L4 x 4 x 1/4 EACH SIDE 2T MIN. D LESS THAN OR EQUAL TO T 3" NOTES: T BOTTOM REINF. a SEE NOTE 1 BOTTOM REINF. ADDITIONAL REINFORCING IF NECESSARY (SEE NOTE 1) MINIMUM DIMENSION IS THE GREATER OF 2T OR (Ldh + 3") D GREATER THAN OR EQUAL TO T 3" 1. IF DIMENSION "a" IS LESS THAN Ldh, PROVIDE ADDITIONAL REINFORCING OF SAME SIZE SUCH THAT THE TOTAL AMOUNT OF REINFORCING IS INCREASED BY THE FACTOR (Ldh/a). 2. DEVELOPMENT LENGTH Ld AND Ldh TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER WHERE TOP REINFORCING OCCURS, PROVIDE SIMILAR DETAIL. TYPICAL CHANGE IN SLAB ELEVATION DETAIL 5/16 STANDARD HOOK BEARING PLATE SCHEDULE BEAM SIZE B THICKNESS LENGTH W8 THRU W12 4" 3/4" 0'8" T D NOTES: 3'0" (TYP.) OPENING 1. HOOK ALL TOP BARS INTERRUPTED BY OPENING. 2. ONE HALF OF REINFORCING BARS INTERRUPTED BY OPENING SHALL BE PROVIDED EACH SIDE OF OPENING (SAME NUMBER AND SIZE) MINIMUM 1 #5 TOP AND BOTTOM. 3. SLAB REINFORCING MAY BE SPREAD TO MISS OPENINGS BUT SPACING BETWEEN SLAB REINFORCING BARS SHALL NOT EXCEED 3 TIMES SLAB THICKNESS NOR 18". 4. DEVELOPMENT LENGTH Ld AND Ldh TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENT OF ACI 318, CHAPTER DO NOT CONSTRUCT OPENINGS THROUGH FLAT SLABS. IN AREAS COMMON TO TWO COLUMN STRIPS UNLESS OPENINGS ARE DIMENSIONED AND SPECIFICALLY DETAILED ON FRAMING PLANS. 6. SUBMIT SIZE AND LOCATION OF ALL PROPOSED OPENINGS NOT SHOWN ON FRAMING PLANS. 1.3 Ld (2'0" MIN.) OR Ldh AND HOOK WHERE NECESSARY (TYPICAL FOR 4 CORNERS) Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: ADJACENT NONCONT. SLAB EXTEND REINFORCING INTO NONCONT. SLAB EXTERIOR SUPPORTING MEMBER 3/4" CLEAR 0" % OR MORE OF REINFORCING PER STRIP BOTTOM REINFORCING 12"o.c. WHERE BARS ARE NOT INDICATED ON PLANS L1A LN1A (CLEAR SPAN) REBAR SUPPORT TYP. STOP REMAINDER OF REINFORCING HERE UNLESS OTHERWISE NOTED ELSEWHERE Ld (2'0" MIN.).15 LN1A.15 LN1B INTERIOR SUPPORTING MEMBER STOP REMAINDER OF REINFORCING HERE UNLESS OTHERWISE NOTED ELSEWHERE L1B LN1B (CLEAR SPAN) BEARING PLATE Fy =,000 PSI WALL SEE PLANS AND SECTIONS D/2 8" MAX. 1" B 2". 1" MIN. GROUT f'c = 70 PSI MIN. AT 28 DAYS POCKET IN WALL BEAM SEE PLAN D W14 & W16 W18 W21 W24 W27 AND W30 LARGER THAN W30 4" 1" 0'10" 4" 1 1/4" 0'10" 5" 1 1/4" 0'10" 6" 1 1/4" 0'11" 7" 1 1/2" 1'0" 8" 1 3/4" 1'2" TYPICAL CONCRETE SLAB OPENING DETAIL Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: NONCONTINUOUS END DETAILS AT MIDDLE STRIP CONTINUOUS END TYPICAL BEAM BEARING PLATE DETAIL Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: NOTES: 1. FOR SIZE AND NUMBER OF ALL TOP AND BOTTOM BARS, SEE PLANS AND/OR SCHEDULES. 2. DEVELOPMENT LENGTH Ld TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER AT INTERIOR SUPPORTS LN1A AND LN1B IS THE CLEAR SLAB SPAN TO THE LEFT AND RIGHT OF SUPPORT. 4. COLUMN STRIP DIMENSIONS TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENT OF ACI 318, CHAPTER 13 UNLESS NOTED OTHERWISE ON PLANS. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING THE TYPE, SIZE, LOCATION AND FREQUENCY OF REBAR SUPPORTS AND THE MEANS AND METHODS TO ASSURE THAT THE REINFORCEMENT IS ACCURATELY PLACED AND IS ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED, AND ADEQUATELY SECURED AGAINST DISPLACEMENT BY CONCRETE PLACEMENT OR CONSTRUCTION PERSONNEL. 2 & 3 1 & 4 LAYER 4 MAIN TOP REINF. LAYER 3 LAYER 2 LAYER 1 MAIN BOTT. REINF. TOP BARS UNINTERRUPTED 1.3 Ld DOWELS SEE SPECS. 6" OR LARGER NONBEARING MASONRY WALLS FOR LOCATION, SEE ARCH. DWGS. TYPICAL FLAT SLAB DETAILS FLAT SLAB BAR PLACING ORDER BOTTOM BARS SEE PLANS NOTE: 1.3 Ld 1. DEVELOPMENT LENGTH Ld TO BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER 12. TYPICAL CHANGE IN SLAB DEPTH DETAIL 12" o.c. x 2'0" LG. 3 #4 CONT. TYPICAL DETAIL AT NON BEARING MASONRY WALLS BEARING ON SLAB ON GRADE "T" NOTES: CONT. WATERSTOP T/3 T/3 T/3 HORIZONTAL REINF. TO RUN THRU UNINTERRUPTED 1. UNLESS OTHERWISE NOTED ELSEWHERE, LOCATE JOINTS MIDWAY BETWEEN COLUMN CENTERLINES. 2. UNLESS OTHERWISE NOTED ELSEWHERE, SPACING OF JOINTS SHALL NOT EXCEED 60'0". 1 5/8" CONTINUOUS TOP BARS TO 2'6" RUN THRU UNINTERRUPTED STIRRUPS OR TIES "D" BOTTOM REINF. TO RUN THRU UNINTERRUPTED NOTES: D/6 D/3 D/3 D/3 ADD 2 #5 x 5'0" LG. 1. UNLESS OTHERWISE NOTED ELSEWHERE, LOCATE JOINTS MIDWAY BETWEEN COLUMN CENTERLINES. 2. UNLESS OTHERWISE NOTED ELSEWHERE, SPACING OF JOINTS SHALL NOT EXCEED 75'0". TOP OF BEAM CONTINUOUS TOP BARS TO RUN THRU UNINTERRUPTED "D" BOTTOM REINF. TO RUN THRU UNINTERRUPTED NOTES: 1'6" D/6 D/3 D/3 D/3 12" o.c. T. x 3'0" LG. 1. UNLESS OTHERWISE NOTED ELSEWHERE, LOCATE JOINTS MIDWAY BETWEEN COLUMN CENTERLINES. 2. UNLESS OTHERWISE NOTED ELSEWHERE, SPACING OF JOINTS SHALL NOT EXCEED 75'0". TOP OF SLAB CONSTRUCTION JOINT IN BOTH DIRECTION P L A N S A T C O L U M N S REMOVABLE PLASTIC STRIP FOR JOINT SEALANT, SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS 1" TYP. 1" EXPANSION JOINT (TYP.) FILL WITH CONCRETE W.W.F. (INTERRUPT AT JOINT) STEEL FLANGE INTEGRAL WITH SLEEVE STEEL PIPE SLEEVE AND SEALANT (LINK SEAL AS MANUFACTURED BY THUNDERLINE CORP. OR APPROVED EQUIVALENT) CONCRETE WALL SEE PLAN, SECTIONS AND DETAILS #5 EACH FACE TOP & BOTTOM (EXTEND 1'6" BEYOND SLEEVE EACH SIDE) LENGTH OF HOOKED BARS AS GIVEN ON DWG'S. (DOES NOT INCLUDE BAR LENGTH REQ'D. TO FORM BEND OR HOOK. 6 BAR DIA. #8 OR SMALLER 8 BAR DIA. #9#11 INCLUSIVE 1 D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET 3. ALLOW 7 (SEVEN) DAYS MINIMUM BETWEEN PLACING CONCRETE ADJACENT TO PREVIOUSLY CAST CONCRETE. TYPICAL CONCRETE WALL CONSTRUCTION JOINT DETAIL 3. ALLOW 7 (SEVEN) DAYS MINIMUM BETWEEN PLACING CONCRETE ADJACENT TO PREVIOUSLY CAST CONCRETE. 4. CONCRETE BEAMS ARE NOT SELF SUPPORTING UNTILL BOTH SIDES OF JOINT HAVE BEEN PLACED TYPICAL CONCRETE BEAM CONSTRUCTION JOINT DETAIL 3. ALLOW 7 (SEVEN) DAYS MINIMUM BETWEEN PLACING CONCRETE ADJACENT TO PREVIOUSLY CAST CONCRETE. 4. CONCRETE SLABS ARE NOT SELF SUPPORTING UNTILL BOTH SIDES OF JOINT HAVE BEEN PLACED TYPICAL FRAMED CONCRETE SLAB CONSTRUCTION JOINT DETAIL NOTES: CONSTRUCTION JOINT SHEET METAL OR FIBERGLASS PERMANENT SCREED KEY 1. LOCATE SCREED KEYS ON COLUMN CENTERLINES IN EACH DIRECTION UNLESS OTHERWISE NOTED ELSEWHERE. 2. THE CONTRACTOR SHALL SUBMIT A DRAWING FOR THE ARCHITECTS REVIEW INDICATING THE LOCATION OF JOINTS AND THE SEQUENCE OF CASTINGS. PIPE THRU CONCRETE WALL SEE PLAN AND MECHANICAL DRAWINGS NOTES: 1. COORDINATE SIZE, NUMBER AND LOCATION OF ALL PIPES AND SLEEVES WITH MECHNICAL DRAWINGS. 2. DETAIL SHOWN IS FOR INDIVIDUAL SLEEVES. WHERE SLEEVES OCCUR IN GROUPS, STEEL FLANGES MAY BE COMBINED INTO SINGLE PIECE. ADJUST LOCATION OF VERTICAL AND HORIZONTAL WALL REINF. TO CLEAR SLEEVE 3 BAR DIA. #8 OR SMALLER 4 BAR DIA. #9#11 INCLUSIVE 12 BAR DIA. TYPICAL HOOK DETAILS MADISON AVENUE EAST 42ND STREET VANDERBILT N TYPICAL SLAB ON GRADE JOINT DETAILS TYPICAL WALL SLEEVE DETAIL 1 #4 CONT. EDGE BAR 1' 0" 8" 16"o.c. EACH FACE 1 2 1' 0" D MAX. 12"o.c. GREATER THAN 1'0" AND 3'0" MAX. Issue Date: Project No. Drawn By Scale /4" = 1'0" D COMPACTED BACKFILL (SEE SPECIFICATIONS) DO NOT BACKFILL UNTIL RETAINING WALL HAS BEEN IN PLACE FOR A MINIMUM OF 7 DAYS 6" Drawing Title FOUNDATION TYPICAL DETAILS 2 TYPICAL SLAB ON GRADE DEPRESSION DETAILS Drawing Number FO SHEET 11 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

70 UP HC ES DEPT OF BLDGS Job Number Scan Code COLUMN NUMBER REFERENCE ELEVATION ONE VANDERBILT N EAST 43RD STREET 1 10'9" 2 10'9" 3 10'9" 4 10'9" 5 10'9" 6 7'3 1/2" 7 8 7'3 1/2" 7'3 1/2" 21' 7 7/8" 41' 5 7/8" 71' 6 7/16" 101' 6 7/16" 131' 6 7/16" 4' 4" 9 18'9" 10 18'9" 11 18'9" 174' 2" 23 16' 6 9/16" 144' 2" ' 3 3/8" 2 3 T.P. 73' 3 7/16" 24 C1 1' 6" 1' 8" 7' 4" 4 5' 0" ' 6 7/16" 154' 9 7/16" C2 160' 5 7/16" C ' 5 7/8" 144' 2" 172' 11 1/4" 189' 3 3/8" '9" 13 18'9" 14 18'9" 15 18'9" 16 18'9" 17 18'9" 18 18'9" 19 18'9" 20 18'9" 21 18'9" 22 18'9" 23 18'9" 24 18'9" 26 18'9" 27 18'9" Developer SL Green 420 Lexington Avenue, 18th Floor New York, NY Tel: Fax: Development Advisor Hines 499 Park Avenue New York, NY 22 Tel: Fax: Architect Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 36 Tel: Fax: Structural Engineer Severud Associates Consulting Engineers 469 Seventh Avenue, Suite 900 Tel: Fax: Mechanical, Electrical, Plumbing, Fire Protection Jaros Baum & Bolles 80 Pine Street New York, NY 13 Tel: Fax: Civil / Geotechnical Engineer Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. 21 Penn Plaza, 360 West 31 Street, 8th Floor New York, NY 01 Tel: Fax: Vertical Transportation Van Deusen & Associates 5 Regent Street, Suite 524 Livingston, NJ Tel: Fax: ' 9" Code Consulting Code Consultants, Inc. 215 West 40th Street, 15th Floor Tel: Fax: C10 C11 C4 T.P. 200' 9 123/128" LOT DIMENSION 2' 6" 54' 2" 20 84' 2" ' 2" T.P. T.P. 51' 2" 83' 8" 114' 11" C9 C8 C12 C7 C5 C6 114' 2" 54' 2" 84' 2" D.O.B. FOUNDATION PERMIT FILING No. Description Date Key Plan EAST 43RD STREET MADISON AVENUE VANDERBILT EAST 42ND STREET 18 15' 6 5/8" 24' 2" 12' 7 5/16" T.P ' 6 7/16" 14' 2 3/8" ' 6 7/16" 17' 3 3/16" ' 6 7/16" 161' 6 7/16" 18' 10 3/16" 20' 5 3/16" ' 10 13/16" 21' 11 13/16" 12 TOP OF CONCRETE SUPPORT IS REFERENCE ELEVATION SEE SCHEDULE FOR REFERENCE ELEVATION AT EACH COLUMN COORDINATE ON PLAN CENTERLINE OF COLUMN N 0' 0" COLUMN COORDINATE PLAN 1 1/8" = 1'0" Issue Date: Project No. Drawn By Scale As indicated FOR REFERENCE ONLY 215' 8 5/128" LOT DIMENSION Drawing Title COLUMN COORDINATE PLAN 1 EAST 42ND STREET Drawing Number S010 SHEET 1 OF KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.