METRO CENTER DRAWING LIST DWG. NO TITLE G-000 A-102 GROUND FLOOR FLOOR PLAN A-108 FLOOR 16 FLOOR PLAN A-106 TYPICAL FLOOR "B" FLOOR PLAN

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1 METRO CENTER DRAWING LIST DWG. NO TITLE PROJECT LOCATION LATITUDE: LONGITUDE: G-000 COVER PAGE A-00 SUB-CELLAR FLOOR PLAN A- CELLAR FLOOR PLAN A-0 GROUND FLOOR FLOOR PLAN A-0 FLOOR FLOOR PLAN A-0 FLOOR FLOOR PLAN A-0 TYPICAL FLOOR "A" FLOOR PLAN A-06 TYPICAL FLOOR "B" FLOOR PLAN A-07 FLOOR FLOOR PLAN A-08 FLOOR 6 FLOOR PLAN S-000 GENERAL NOTES S-00 FOUNDATION PLAN S- CELLAR FRAMING PLAN S-0 GROUND FLOOR FRAMING PLAN S-0 FLOOR FRAMING PLAN S-0 FLOOR FRAMING PLAN S-0 TYPICAL FLOOR "A" FRAMING PLAN S-06 TYPICAL FLOOR "B" FRAMING PLAN S-07 FLOOR FRAMING PLAN S-08 FLOOR 6 FRAMING PLAN S-09 ROOF FRAMING PLAN S-00 SECTIONS/DETAILS S-00 BRACE FRAME ELEVATION S- MOMENT FRAME ELEVATION S-00 COLUMN SCHEDULE S- COLUMN SCHEDULE S-0 COLUMN SCHEDULE S-00 TYPICAL DETAILS S- TYPICAL DETAILS S-0 TYPICAL DETAILS S-0 TYPICAL DETAILS NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Cover Page G-000 :: AM

2 A B C D E F 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" G 6 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" ' - 0" 8' - 0" ' - " 8' - 0" 9' - 0" 8' - 0" 9' - 0" 6' - 0" RAMP 0% GRADE DOWN UP ' - 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Sub-Cellar Sub-Cellar Floor Plan A00 :7: AM

3 A B C D E F 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" G 6 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" DN RAMP 0% GRADE DOWN NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Cellar Cellar Floor Plan A :7:7 AM

4 A B C D E F 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" G 8' - 0" ' - 0" 6 SERVICE ENTRANCE 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" RETAIL 6 SF RETAIL 809 SF VENDING MACHINES SUPPLY CLOSET BATHROOM 0' - 7" UP 0' - 8" ' - 8" ' - 7" 76 SF 6' - " 8' - 0" ' - " 0' - 0" 8' - 0" ' - 8" LOBBY SF SERVICE ELEVATOR UP ELECTRICAL CLOSET 9 SF ' - 0" BATHROOM ESCALATORS TO FLOOR UP PUBLIC SPACE 77 SF UP RAMP 0% GRADE DOWN 60' - 9" ' - " ' - 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Ground Floor Floor Plan 6' - 0" 8' - " 6' - 0" Level ' - 0" 8' - 0" A0 :7:9 AM

5 A B C D E F 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" G 6 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" UP DN Room 0 SF DN UP DN DN NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Level Floor Floor Plan A0 :7: AM

6 A B C D E F 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" G 6 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" BATHROOM 0' - 7" UP DN TENANT SPACE SF 0' - " ' - 8" ' - 7" 6' - " 8' - " ' - " SERVICE ELEVATOR DN 0' - 0" 8' - 0" ' - 8" ROOF GARDEN 660 SF UP ELECTRICAL CLOSET 9 SF ' - 0" BATHROOM ROOF GARDEN 70 SF ' - 0" 0' - 0" ' - 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ' - 0" 8' - 0" 60' - 0" Floor Floor Plan Level A0 :7: AM

7 A B C D E F 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" G 6 TYPICAL FLOOR "A" FLOOR ELEVATION 6' 0" 60' 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" ' - 0" 0' - 7" UP DN Room 86 SF 6' - " 0' - " ' - 8" ' - 7" 8' - " ' - " DN UP 0' - 0" 8' - 0" ' - 8" ' - 0" ' - 7" Floor A 7' 0" 0' 0" 6' 0" 0' 0" 8' 0" 7' 0" 86' 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Level Typical Floor "A" Floor Plan A0 :7:6 AM

8 A B C D E 0' - 0" 6 TYPICAL FLOOR "B" 0' - 0" ' - " TENANT SPACE SF FLOOR 7 ELEVATION 88' 0" ' 0" Floor B 60' - 0" ' - 0" 0' - 0 /" NYU TANDON SCHOOL OF BROOKLYN, NY 8' - 8" 6' - " ' - " SERVICE ELEVATOR TRUSS UP DN 0' - " ' - 8" DN UP TERRACE ' - 0" ' - 7" BATHROOM 8' - 7 /" BATHROOM 8' - " 0' - 7" 0' - 0" 8' - 0" ' - 8" ' - 0" NEW YORK, NY 09 0' - 0 /" ' - 0 /" TERRACE ' - /" ' - 0 /" Level 7 Typical Floor "B" Floor Plan A06 :7:8 AM

9 A B C D E 0' - 0" 0' - 0" 0' - 0" 0' - 0" 6' - 0" 6 6' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" BATHROOM 0' - 7" UP DN Room 906 SF 0' - " ' - 8" ' - 7" 6' - " 8' - " ' - " SERVICE ELEVATOR DN 0' - 0" 8' - 0" ' - 8" UP ' - 0" BATHROOM NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Level Floor Floor Plan A07 :7:9 AM

10 A B C D E 0' - 0" 0' - 0" 0' - 0" 0' - 0" 6 08' - " 0' - 0" 0' - 0" 0' - 0" 0' - 0" BATHROOM 0' - 7" UP DN 0' - " ' - 8" ' - 7" Room 906 SF 6' - " 8' - " ' - " SERVICE ELEVATOR DN 0' - 0" 8' - 0" ' - 8" UP 08' - " NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Level 6 Floor 6 Floor Plan A08 :7: AM

11 GENERAL REQUIREMENTS:. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND OTHER PROJECT DRAWINGS BY OTHER DISCIPLINES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED BELOW.. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATING TO EXISTING CONDITIONS BY MAKING FIELD SURVEYS AND MEASUREMENTS PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION.. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER PROPERTY. THIS REQUIREMENT IS PARTICULARLY IMPORTANT DURING FOUNDATION INSTALLATION.. THE GENERAL CONTRACTOR IS ADVISED TO CONSIDER PERFORMING PHOTOGRAPHIC SURVEYS AND OTHER DOCUMENTATION OF THE CONDITION OF ADJACENT BUILDINGS AND OTHER STRUCTURES BEFORE THE START OF CONSTRUCTION.. THE GENERAL CONTRACTOR SHALL OBTAIN COPIES OF THE LATEST CONTRACT DOCUMENTS, INCLUDING ALL ADDENDA, AND PROVIDE THE RELEVANT PORTIONS TO ALL SUB-CONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. 6. THE GENERAL CONTRACTOR SHALL COMPARE AND COORDINATE THE DRAWINGS OF ALL DISCIPLINES AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS TO THE ARCHITECT AND ENGINEER. 7. DETAILS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SEE DETAIL TITLES FOR APPLICABILITY OF A PARTICULAR DETAIL. TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE SPECIFICALLY KEYED AT EACH LOCATION. THE ENGINEER SHALL HAVE FINAL AUTHORITY TO DETERMINE APPLICABILITY OF TYPICAL DETAILS. 8. WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS THE STRICTEST REQUIREMENTS, AS INDICATED BY THE STRUCTURAL ENGINEER SHALL GOVERN. 9. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 0. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED IN STRENGTH UNLESS APPROVED BY THE STRUCTURAL ENGINEER.. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. CONSTRUCTION RESPONSIBILITY:. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE, AND ARE NOT INTENDED TO INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND FOR JOB SAFETY.. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.. PERIODIC SITE OBSERVATION VISITS MAY BE PROVIDED BY THE STRUCTURAL ENGINEER. THE SOLE PURPOSE OF THESE OBSERVATIONS IS TO REVIEW THE GENERAL CONFORMANCE OF THE CONSTRUCTION WITH THE STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED OBSERVATIONS SHOULD NOT BE CONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT ALL CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. PRIMARY CODES AND SPECIFICATIONS:. GENERAL BUILDING CODE: A. IBC NYC BUILDING CODE B. NYC BUILDING CODE C. ASCE 7-0. CONCRETE CODES: ACI 8-. STRUCTURAL STEEL CODES: AISC 60-0 FOUNDATIONS:. FOUNDATION DESIGN IS BASED ON THE INFORMATION PROVIDED ON THE STRUCTURAL DRAWINGS FOR THE ORIGINAL STRUCTURE.. ALL VEGETATION, TOPSOILS, ROOTS AND ORGANIC ZONES SHALL BE STRIPPED AND REMOVED FROM THE CONSTRUCTION AREA FOR A DISTANCE OF AT LEAST FEET BEYOND THE EXTERIOR OF BUILDING FOUNDATION LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT REQUIRED TO REMOVE SIGNIFICANT ROOT ZONES, SMALL TREE STUMPS AND OTHER UNACCEPTABLE MATERIALS, BUT IN NO CASE LESS THAN 6 INCHES.. EXCAVATIONS FOR LARGE STUMPS, ABANDONED UTILITIES, UNDERGROUND TANKS, ETC. SHALL BE BACKFILLED IN LAYERS WITH COMPACTION AND TESTING OF EACH LAYER AS DESCRIBED FOR PLACEMENT AND COMPACTION OF FILL MATERIAL. USE LOOSE BACKFILL LAYER THICKNESS APPROPRIATE FOR THE SIZE OF COMPACTOR BEING USED.. AFTER THE SITE HAS BEEN CLEARED AND PROOF-ROLLED, THE EXPOSED SOILS AT THE STRIPPED SURFACE WITHIN AND TO A POINT FEET OUTSIDE THE BUILDING CONSTRUCTION AREA SHALL BE COMPACTED WITH OVERLAPPING PASSES WITH A LIGHT WEIGHT VIBRATORY DRUM ROLLER. DENSITIES OF AT LEAST 9 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-7) SHALL BE UNIFORMLY OBTAINED TO A DEPTH OF AT LEAST INCHES BELOW THE COMPACTED SURFACE. REGARDLESS OF THE DEGREE OF COMPACTION ACHIEVED, A MINIMUM OF EIGHT COMPLETE COVERAGES SHALL BE MADE WITHIN THE BUILDING AREA. THE ROLLER COVERAGES SHALL BE DIVIDED EVENLY INTO TWO PERPENDICULAR DIRECTIONS. THE CONTRACTOR IS ADVISED NOT TO USE THE VIBRATORY MODE OF COMPACTORS IN CLOSE PROXIMITY TO EXISTING STRUCTURES. THE CONTRACTOR SHALL COORDINATE COMPACTION EFFORTS AND FOUNDATION INSTALLATIONS TO INSURE THAT NO DAMAGE OCCURS TO ADJACENT STRUCTURES.. AFTER COMPLETION OF DENSIFICATION OF EXISTING SOILS, STRUCTURAL FILL SHALL THEN BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN LOOSE THICKNESS WHEN USING THE ROLLER PREVIOUSLY DESCRIBED. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH THE VIBRATORY ROLLER UNTIL DENSITIES EQUIVALENT TO AT LEAST 9 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ARE UNIFORMLY OBTAINED. STRUCTURAL FILL SHALL CONSIST OF AN INORGANIC, NON-PLASTIC, GRANULAR SOIL CONTAINING LESS THAN 0 PERCENT MATERIAL PASSING THE NO. 00 MESH SIEVE, A RELATIVELY CLEAN SAND WITH A UNIFIED SOIL CLASSIFICATION OF SP OR SP-SM. 6. FOOTINGS HAVE BEEN DESIGNED FOR THE FOLLOWING ALLOWABLE BEARING PRESSURES. THE UPPER FEET OF SOIL CONSIST OF WELL-GRADED SAND (SW) WITH AN ALLOWABLE BEARING CAPACITY OF 000 PSF AND A PERCOLATION RATE OF IN/HR. THE SAND LAYER IS UNDERLAIN BY A FRACTURED ROCK LAYER WITH AN ALLOWABLE BEARING CAPACITY OF 000 PSF. 7. COMPACTION, OR RECOMPACTION OF THE FOOTING EXCAVATION BEARING LEVEL SOILS LOOSENED BY THE EXCAVATION PROCESS, SHALL BE ACHIEVED BY MAKING SEVERAL PASSES WITH A RELATIVELY LIGHTWEIGHT, WALK- BEHIND VIBRATORY SLED OR ROLLER COMPACTOR. 8. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, PIERS AND WALLS. 9. SLAB-ON-GRADE CONSTRUCTION SHALL BE SUPPORTED ON SUBGRADE COMPACTED TO A DENSITY OF NO LESS THAN 9% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-7) TO A DEPTH OF AT LEAST INCHES. INTERIOR SLABS-ON-GRADE SHALL BE CAST OVER A VAPOR RETARDER. SEE SPECIFICATIONS. STRUCTURAL STEEL:. SEE NOTES ON PRIMARY CODES AND SPECIFICATIONS.. MATERIALS: W-SHAPES & WT-SHAPES... ASTM A99 S-SHAPES, M-SHAPES, HP-SHAPES... ASTM A6 ST-SHAPES & MT-SHAPES... ASTM A6 C-SHAPES & MC-SHAPES... ASTM A6 ANGLES & PLATES... ASTM A6 HSS SHAPES... ASTM A00, GRADE B STEEL PIPE... ASTM A (TYPE E OR S), GRADE B HIGH STRENGTH BOLTS... ASTM A MACHINE BOLTS... ASTM A07 ANCHOR RODS...ASTM F, GRADE TYPE S(UNO) WELDED HEADED STUDS... ASTM A08 DEFORMED BAR ANCHORS... ASTM A96 WELDING ELECTRODES... AWS D., E70 SERIES. NON-SHRINK, NON-METALLIC GROUT WITH A 8 DAY STRENGTH OF 000 PSI SHALL BE USED UNDER BASE PLATES AND SHALL CONFORM TO CORPS OF ENGINEERS CRD-C6, FACTORY PREMIX GROUT. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS.. ENGINEER SHALL BE CONTACTED FOR APPROVAL OF ANY FIELD MODIFICATIONS OF ANCHOR BOLTS OR RODS AND COLUMN BASE PLATES (PER OSHA).. TEMPORARY BRACING OF STRUCTURAL STEEL ELEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL STABILITY SHALL BE MAINTAINED AT ALL TIMES DURING THE ERECTION PROCESS. CONTRACTOR MUST PROVIDE NOTIFICATION TO THE ERECTOR THAT, BY TESTING, THE FOUNDATION AND SUPPORTING WALLS HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT THE STEEL TO BE ERECTED BEFORE ERECTING STRUCTURAL STEEL. 6. PROVIDE ONE SHOP COAT OF PRIMER (TT-P-66) ON ALL STEEL EXCEPT FOR ITEMS TO BE HOT DIPPED GALVANIZED OR SPRAY FIREPROOFED. DO NOT PAINT PORTIONS EMBEDDED IN CONCRETE. 7. FRAMING CONNECTIONS NOT DETAILED, OR CONNECTIONS THAT ARE MODIFIED FROM THOSE DETAILED, SHALL BE DESIGNED BY SUPPLIER FOR THE END REACTION SHOWN ON THE PLAN. IF NO REACTION IS PROVIDED, DESIGN FOR / THE BEAM MAXIMUM UNIFORM LOAD PER AISC MANUAL FOR STEEL CONSTRUCTION. SUBMIT SIGNED AND SEALED CALCULATIONS. 8. ALL WELD OPERATORS SHALL BE CURRENTLY AWS QUALIFIED. 9. SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. USE /6" FILLET WELD MINIMUM. 0. FIELD CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED AS DETAILED. NO FIELD WELDING OF HOT DIPPED GALVANIZED MEMBERS WILL BE ALLOWED. USE /6" FILLET WELD MINIMUM.. DURING THE ERECTION OF STEEL BEAMS AND DIAGONAL BRACING, ALL BOLTING AND FIELD WELDING SHALL BE COMPLETE BEFORE RELEASING HOISTING CABLES.. SUBMIT FOR REVIEW SHOP DRAWINGS OF STEEL DETAILS PRIOR TO FABRICATING STRUCTURAL STEEL.. ALL EXTERIOR ELEMENTS AND THOSE ELEMENTS NOTED TO BE GALVANIZED SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A AFTER SANDBLAST CLEANING PER SSPC-SP0. USE ASTM A BOLTS HOT DIPPED GALVANIZED WITH GALVANIZED HARDENED WASHERS AND GALVANIZED HEAVY HEX NUTS FOR BOLTING OF GALVANIZED ITEMS.. STEEL COLUMNS, BASE PLATES AND ALL STEEL BELOW GRADE SHALL HAVE A MINIMUM " CONCRETE COVER PROTECTION.. MEMBERS NOTED AS "CONTINUOUS" SHALL BE FULLY WELDED AT ALL BUTT SPLICES OR CONNECTIONS SHALL BE DETAILED TO PROVIDE CONTINUITY. TOPIC SNOW LOADING CRITERIA SEISMIC LOADING CRITERIA BUILDING DESIGN INFORMATION SUMMARY INTERNATIONAL BUILDING CODE GROUND SNOW LOAD, PG = psf FLAT-ROOF SNOW LOAD, PF = 0 psf SNOW EXPOSURE FACTOR, CC =.0 SNOW IMPORTANCE FACTOR, IS =.0 THERMAL EXPOSURE FACTOR, CT =.0 SEISMIC IMPORTANCE FACTOR, I =.0 SEISMIC OCCUPANCY CATEGORY =.0 Ss = 0.8 S = 0.07 SITE CLASS = D SHORT PERIOD SPECTRAL RESPONSE, SDS = 0.0 g ONE SECOND DESIGN SPECTRAL RESPONSE, SD = 0.7 g SEISMIC DESIGN CATEGORY = C BASIC SEISMIC FORCE RESISTING SYSTEM = MOMENT AND BRACE FRAME DESIGN SEISMIC BASE SHEAR, V = 8 kip SEISMIC RESPONSE COEFFICIENT, Cs = 0. RESPONSE MODIFICATION FACTOR, R = ANALYSIS METHOD USED = EQUIVALENT LATERAL FORCE PROCEDURE WIND BASIC WIND SPEED ( SECOND GUST) = mph LOADING CRITERIA WIND IMPORTANCE FACTOR =.0 OCCUPANCY CATEGORY = II WIND EXPOSURE CATEGORY = C MOMENT FRAME ELEVATION CODE SECTION INTERNAL PRESSURE COEFFICIENT = 0.8 Level CAST-IN-PLACE CONCRETE:. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY: ACI 8 (CODE) ACI 0 (PLACING) ACI 06 (WINTER CONCRETING) ACI (DETAILING) ACI 0 (HOT WEATHER CONCRETING) ACI 7 (FORMWORK) ACI. (MIX PROPORTIONING) ACI (SPECIFICATIONS). ALL CONCRETE SHALL BE NORMAL WEIGHT (8 PCF DRY DENSITY, MIN), WITH MIXES DESIGNED TO MEET THE FOLLOWING CRITERIA FOR USE IN VARIOUS ELEMENTS OF THE 8-DAY COMPRESSIVE MAX. SLUMP STRENGTH MAX. SIZE W/C RANGE STRUCTURAL ELEMENT (PSI) AGGREGATE RATIO (IN) A. FOOTINGS (WALL & MAT) 000 /" 0. - B. FOUNDATION WALLS 000 /" 0. - C. SLAB-ON-GRADE 000 /" D. ELEVATED FLOORS & BEAMS 000 /" CONCRETE SLUMP IS TAKEN AT POINT OF PLACEMENT INTO STRUCTURE.. WATER REDUCING AND AIR ENTRAINING AGENTS SHALL BE INCLUDED IN DESIGN MIXES. SUPERPLASTICIZERS MAY BE USED AT THE CONTRACTOR'S OPTION.. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH, COARSE AGGREGATE GRADATION AND WATER CEMENT RATIO SPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTING LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING ANY CONCRETE. MIXES THAT WILL BE TRANSPORTED AT THE PROJECT SITE BY PUMPING SHALL BE SPECIFICALLY DESIGNED FOR PUMPING. 6. SLABS ON GRADE: UNLESS NOTED OTHERWISE, CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF " THICK, REINFORCED WITH 6x6 W.Xw. WWF PLACED -/" CLEAR FROM THE TOP OF THE SLAB. SLABS SHALL BE PLACED OVER PROPERLY COMPACTED EARTH. CONCRETE FORMWORK:. SEE NOTES ON PRIMARY CODES AND SPECIFICATIONS.. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED, AND MAINTAINED ACCORDING TO ACI 7, RECOMMENDED STANDARD PRACTICE FOR CONCRETE FORMWORK.. RESPONSIBILITY: THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL FORMS, SHORES, BACKSHORES, FALSEWORK, BRACING, AND OTHER TEMPORARY SUPPORTS SHALL BE ENGINEERED TO SUPPORT ALL LOADS IMPOSED INCLUDING THE WET WEIGHT OF CONCRETE, CONSTRUCTION EQUIPMENT, LIVE LOADS, LATERAL LOADS DUE TO WIND AND WET CONCRETE IMBALANCE. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.. TOLERANCES: UNLESS SPECIFIED OTHERWISE, ALL TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI STANDARD 7, STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. THE CONTRACTOR SHALL ENGAGE A LICENSED SURVEYOR TO VERIFY THAT WORK IS WITHIN SPECIFIED TOLERANCES UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE ARCHITECT TO PROVIDE TOLERANCE CONTROL USING THE CONTRACTOR'S OWN FORCES PRIOR TO BEGINNING WORK.. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED WHERE SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. 6. PLUMBING SLEEVE SPACING SHALL BE THE LARGER OF THREE () DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE, OR 6" CLEAR BETWEEN SLEEVES. SUBMIT SLEEVE LOCATIONS AND SIZES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. Occupancy -/" LW CONC. DECK Load Schedule (PSF) Finishes Part MEP Ceiling Finish Roofing / Insulation Total Dead Load Live Load Basement Parking Garage Floor Lobby/Retail Floor Lobby/Retail Floor Dining Area/Retail Floor Occupiable Garden Roof Floor - Office Use Floor Office Use Floor Occupiable Garden Roof Floor 6 Office Use Floor 7 Roof Floor 8 Bulkhead TOTAL NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 General Notes S-000 :: AM

12 A A.6 B B. C D D.7 E E. F G NORTH 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 6 F6 F6 F F F F9 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" F F F F F F F9 F F9 F9 F9 F6 F9 F6 F F6 F9 F6 F F F F F F F F F F F F6 FOOTING SCHEDULE MARK SIZE DEPTH F6 ' 0" X ' 0" ' 0" REBAR - # F6 F6 F6 F6 NOTES. BUILDING DATUM ELEVATION 0' 0" IS EQUAL TO ACTUAL ELEVATION 6.97'. ALL ELEVATIONS SHOWN ON PLANS REFER TO DATUM ELEVATION.. FINISHED FLOOR OF SUB-CELLAR SLAB ON GROUND IS AT ELEVATION -0' 0".. SLAB ON GROUND SHALL BE " THICK CONCRETE.. ESTIMATED BOTTOM OF FOOTING DATUM ELEVATIONS SHOWN ON PLAN.. ALL SPREAD FOOTINGS SHALL BE CENTERED UNDER COLUMNS ABOVE OR WHERE NO COLUMNS OCCUR SHALL BE CENTERED UNDER WALL ABOVE UNLESS OTHERWISE NOTED ON PLAN. 6. ALL CONTINUOUS FOOTINGS SHALL BE X' X" DEEP WITH X" PROJECTIONS ON EACH SIDE OF WALL ABOVE UNLESS OTHERWISE NOTED ON PLAN. 7. FOR FOOTING SCHEDULE SEE THIS DRAWING. 8. FOR FOUNDATION TYPICAL DETAILS SEE DRAWING S-XX. 9. FOR COLUMN SCHEDULE SEE DRAWING S-XX. NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 F ' 6" X ' 6" ' 0" - #7 F 7' 6" X 7' 6" ' 0" F9 9' 6" X 9' 6 ' 6" 8 - #8 - #8 Foundation Plan F6 F6 F6 F6 F6 F ' 0" X ' 0" ' 0" F6 8' 0" X 8' 0" 6' 0" 9 - #8 8 - #8 Sub-Cellar S-00 ::6 AM

13 6 A A.6 B B. C D D.7 E E. F G 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" W0X (6) W0X (8) ' - 0" ' - 0" 7' - 0" 6' - 6" 6' - 6" 0' - 0" 7' - 0" ' - 0" W0X () W8X (8) 8' - " W6X (7) WX6 (0) 7' - 6" ' - " 0' - 6" W8X0 WX () W0X (8) WX () WX (0) WX () W0X (8) 0' - 0" 8' - 6" ' - 9" ' - 9" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" (6) W8X (8) W8X0 (9) W0X9 () WX () WX (0) WX () WX () WX () WX (0) WX () W8X0 (0) WX6 (0) WX6 (0) W8X0 (0) W8X (8) W8X0 (0) W8X (8) W8X (8) W6X () WX () WX () W8X0 (0) W8X0 (0) WX6 (0) W8X0 (9) W0X () W0X () W0X () W0X () WX () WX (0) W8X0 (0) W8X0 (0) NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ::8 AM Cellar NOTES. TOP OF SLAB ELEVATION SHALL BE -'-0".. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL 6. FOR RAMP PARTIAL FRAMING PLAN SEE DWG S-0 GROUND FLOOR FRAMING PLAN. Cellar Framing Plan S-

14 6 A A.6 B B. C D D.7 E E. F G 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" W0X (6) WX () W8X (0) WX6 (6) W8X (9) W8X () W6X6 W8X (0) WX () W8X (9) W8X () WX () W6X6 W8X (0) WX6 () W8X (9) W8X () WX68 () 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" WX0 () WX0 () WX (6) WX (6) W8X (8) WX0 () WX0 (6) W8X (0) W6X6 W6X6 WX (6) WX (6) WX0 (6) WX0 (6) W8X (0) W8X (7) W6X6 W6X6 WX (6) WX (6) W6X6 (6) WX0 () WX (6) WX (6) WX () WX () W8X (8) W8X (8) W8X (8) W8X (8) W0X () W0X (6) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X (8) W0X () W0X () W0X () W0X (8) SLAB EDGE FACE OF BUILDING Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx0 Wx0 Wx0 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 Wx6 NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ::9 AM Level NOTES. TOP OF SLAB ELEVATION SHALL BE 0'-0".. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Ramp Partial Framing Plan Ground Floor Framing Plan S-0

15 6 A B C D E F G 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" WX () WX () WX () WX6 (7) WX () WX6 (7) WX6 (0) WX6 (8) WX6 (9) WX6 (9) WX () WX6 (7) WX6 (7) WX6 (8) WX6 (9) WX6 (7) WX () WX6 (7) WX6 (9) WX6 (8) WX () WX () WX () WX () WX () WX () SLAB EDGE FACE OF BUILDING WX68 () 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" W6X (0) W8X (0) 0 W8X () W8X (7) W6X (0) W6X (0) W0X () W0X (6) W0X (7) WX () W0X () W0X () NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 W0X () W0X () ::0 AM Level NOTES. TOP OF SLAB ELEVATION SHALL BE 6'-0".. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Floor Framing Plan S-0

16 6 A B C D E F G 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" WX () WX () WX68 () WX (6) WX68 () WX () WX68 () WX68 () WX68 () WX68 () WX68 () WX () WX68 () WX68 () WX68 () WX68 () WX68 () WX () WX68 () WX68 () WX68 () WX () WX () WX () WX () WX () WX () 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" WX9 () WX9 () WX9 () W8X (0) WX9 () W6X (8) W8X (7) WX9 () W0X () W0X (6) W0X (7) WX () WX9 () W0X () W0X () SLAB EDGE FACE OF BUILDING NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 W0X () :: AM Level NOTES. TOP OF SLAB ELEVATION SHALL BE '-0".. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Floor Framing Plan S-0

17 6 A B C D E 0' - 0" 0' - 0" 0' - 0" 0' - 0" WX () WX () WX (0) WX (6) WX () WX (0) ' - 0" ' - 0" 7' - 0" 6' - 6" 6' - 6" 0' - 0" 7' - 0" ' - 0" WX (6) WX (6) WX (0) WX (0) 8' - " W8X (0) 7' - 6" ' - " 0' - 0" 8' - 6" ' - 9" ' - 9" WX (6) WX (6) WX () WX (0) 0' - 0" 0' - 0" 0' - 0" 0' - 0" W8X (7) W0X7 () W0X7 () W0X7 (6) WX () W6X () W6X () W6X () W0X () W8X (0) W0X (6) W0X () W0X () W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W6X () W6X () W6X6 (0) W6X6 (0) W6X6 (0) W6X6 () SLAB EDGE FACE OF BUILDING TYPICAL FLOOR "A" FLOOR ELEVATION ' 0" 60' 0" 7' 0" 0' 0" 6' 0" 0' 0" 8' 0" 7' 0" 86' 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () :: AM Level NOTES. TOP OF SLAB ELEVATION SHOWN BELOW.. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Typical Floor "A" Framing Plan S-0

18 6 A B C D E 0' - 0" 0' - 0" 0' - 0" 0' - 0" () WX () WX (0) WX (6) WX () WX (0) WX (6) WX (6) WX (0) WX (0) WX (6) WX (6) WX () WX (0) 0' - 0" 0' - 0" 0' - 0" 0' - 0" W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W8X0 (0) W6X () W8X (0) W8X (0) W8X (7) WX6 (6) W6X6 (8) () () () () W6X6 (0) W6X6 (0) W6X6 (0) W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W6X6 () W0X () W0X (6) W0X () W0X () SLAB EDGE FACE OF BUILDING TYPICAL FLOOR "B" FLOOR ELEVATION 7 88' 0" ' 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 WX6 () WX6 () :: AM Level 7 NOTES. TOP OF SLAB ELEVATION SHOWN BELOW.. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Typical Floor "B" Framing Plan S-06

19 6 A A. B C D D.8 E 0' - 0" 0' - 0" 0' - 0" 0' - 0" WX () WX68 () W0X90 WX (6) WX () W7X9 W0X08 WX (6) WX (6) W7X9 W0X08 WX (6) WX () W7X9 0' - 0" 0' - 0" 0' - 0" 0' - 0" W6X6 (0) (0) (0) WX99 W8X0 (0) WX7 () W8X0 (0) W8X0 (0) WX7 W8X0 (0) W8X0 (0) WX7 W8X0 (0) WX99 W6X6 (0) WX0 () W8X (0) W6X6 () W8X (0) W8X (7) W6X6 (8) WX7 WX7 WX7 WX99 WX0 () WX (0) WX (0) WX (0) WX0 () WX0 () WX0 () WX0 () WX0 () WX0 () WX0 () WX0 () WX0 () WX0 () WX0 () W0X () W0X (6) W0X () W0X () WX (0) WX (0) WX (0) WX () W0X7 () W0X7 () W0X7 (8).8. SLAB EDGE FACE OF BUILDING NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ::6 AM Level NOTES. TOP OF SLAB ELEVATION SHALL BE 00'-0".. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Floor Framing Plan S-07

20 A. B C D D.8 0' - 0" 0' - 0" W8X () W6X () WX (6) WX () W8X () W8X0 () WX (6) WX () W8X () WX (6) WX () 0' - 0" 0' - 0" WX6 (8) WX6 (8) W8X (0) W8X (0) W8X (7) W0X (7) WX6 (8) W0X () W0X (6) W0X () W0X ().8. ' - 0" ' - 0" W8X () W8X () SLAB EDGE FACE OF BUILDING NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ' - 0" ' - 0" ::7 AM Level 6 NOTES. TOP OF SLAB ELEVATION SHALL BE '-0".. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Floor 6 Framing Plan S-08

21 .8 A. B C D D.8 ' - 0" 0' - 0" 0' - 0" ' - 0" W6X () ' - 0" 0' - 0" 0' - 0" ' - 0" W0X (7) W0X (8). W8X0 () WX6 (8) WX () WX (6) WX () W6X6 () WX0 (0) WX68 () WX () WX () W6X6 (0) W8X (0) WX (6) WX6 (8) WX (7) W0X (8) W0X (8) WX () WX () W0X () W0X (6) W0X (6) W0X () W0X () WX (0) WX (6) SLAB EDGE FACE OF BUILDING C D 0' - 0" W8X (0) W8X () " W8X (0) SLAB EDGE FACE OF BUILDING 0' - 0" 0' - 0" WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) FLOOR ELEVATION 7 8 8' 0" ' 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ::8 AM Level 7 Level 8 /6" = '-0" NOTES. TOP OF SLAB ELEVATION SHOWN BELOW.. NORTH DENOTES SPAN DIRECTION OF /" THICK 000 PSI LIGHT WEIGHT CONCRETE ON.VL R9 VULCRAFT METAL DECK WITH W.6x.6 WIRE MESH. TOTAL THICKNESS = /". TOB OF STEEL BEAM SHALL BE /" BELOW TOP OF SLAB UNLESS OTHERWISE NOTED.. DENOTES MOMENT CONNECTION. DETAIL DENOTES BRACE CONNECTION. DETAIL Roof Framing Plan S-09 As indicated

22 NOTES. FACADE SYSTEM PROVIDED BY TECHNICAL GLASS PRODUCTS.. FACADE SYSTEM SPECIFICATIONS SHOW STEELBUILT CURTAIN WALL MM SYSTEM. NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 Sections/Details S-00 ::0 AM

23 Level 8 ' - 0" Level 7 8' - 0" Level 6 ' - 0" Level 00' - 0" Level 86' - 0" Level 7' - 0" Level 8' - 0" Level ' - 0" Level 0 0' - 0" Level 9 6' - 0" Level 8 0' - 0" Level 7 88' - 0" Level 6 7' - 0" Level 60' - 0" Level 6' - 0" Level ' - 0" Level 6' - 0" Level 0' - 0" Cellar -' - 0" Sub-Cellar -0' - 0" WX6 W0X W0X W0X WX8 W0X W0X W0X W0X W0X WX8 W0X W0X WX8 W0X W0X WX8 WX WX6 WX6 WX6 WX6 WX WX WX8 WX8 WX WX WX9 WX9 WX09 WX09 WX8 WX8 W0X9 W0X9 W0X WX WX WX WX0 WX0 WX0 WX0 WX90 WX90 WX90 WX90 WX8 WX8 WX68 WX68 W0X9 W0X9 W0X WX6 WX6 WX6 WX WX WX8 WX8 WX WX WX9 WX9 WX09 WX09 WX8 WX8 W0X9 W0X9 W0X Level 8 ' - 0" Level 7 8' - 0" Level 6 ' - 0" Level 00' - 0" Level 86' - 0" Level 7' - 0" Level 8' - 0" Level ' - 0" Level 0 0' - 0" Level 9 6' - 0" Level 8 0' - 0" Level 7 88' - 0" Level 6 7' - 0" Level 60' - 0" Level 6' - 0" Level ' - 0" Level 6' - 0" Level 0' - 0" Cellar -' - 0" Sub-Cellar -0' - 0" WX00 WX00 WX00 WX00 WX WX WX WX WX WX9 WX9 WX WX WX99 WX99 WX99 W0X9 W0X9 W0X WX0 WX0 WX0 WX0 WX90 WX90 WX90 WX90 WX90 WX90 WX90 WX90 WX8 WX8 WX68 WX68 W0X9 W0X9 W0X WX00 WX00 WX00 WX00 WX WX WX WX WX WX9 WX9 WX9 WX9 WX99 WX99 WX99 W0X9 W0X9 W0X W0X W0X W0X9 WX7 WX7 WX7 WX7 WX7 WX79 WX79 WX79 WX79 WX79 WX79 WX79 WX79 W0X W0X W0X9 WX7 WX7 WX7 WX7 WX7 WX79 WX79 W0X W0X W0X9 WX7 WX7 WX7 WX7 WX7 WX79 WX79 W0X W0X W0X9 WX7 WX7 WX7 B Level 6' - 0" A.6 B. WX WX W6X77 Level 0' - 0" B Level 6' - 0" A.6 B. WX WX W6X77 Level 0' - 0" B Level 6' - 0" A.6 B. WX9 WX9 W6X77 Level 0' - 0" E Level 6' - 0" D.7 E. WX9 WX9 WX8 E Level 0' - 0" Level 6' - 0" D.7 E. WX76 WX76 WX8 E Level 0' - 0" Level 6' - 0" D.7 E. WX9 WX9 WX8 Level 0' - 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 ::00 AM Frame Elevation - D /6" = '-0" Brace Frame Elevation S-00 /6" = '-0" WX7 WX7 WX79 WX79 WX79 WX79 Frame Elevation - C /6" = '-0" Frame Elevation - /B /6" = '-0" Frame Elevation - /B /6" = '-0" Frame Elevation - /B /6" = '-0" Frame Elevation - /E /6" = '-0" Frame Elevation - /E /6" = '-0" Frame Elevation - /E /6" = '-0"

24 B C D B C D A E WX68 WX WX WX68 WX70 WX70 WX70 8 x 8 8 x 8 8 x 8 WX70 WX70 WX70 WX98 WX70 WX70 WX70 WX98 WX70 WX98 WX98 WX98 WX70 WX70 WX70 WX98 WX70 WX98 WX98 WX8 WX70 WX70 WX70 WX WX70 WX98 WX98 WX8 WX8 WX8 WX8 WX8 WX8 WX WX WX8 WX8 WX8 WX8 WX8 WX8 WX WX WX WX8 WX8 WX8 WX WX WX8 WX7 WX WX WX WX WX WX WX8 WX7 WX9 WX WX WX WX9 WX9 WX WX WX9 WX9 WX9 WX9 WX9 WX9 WX WX WX WX9 WX9 WX9 WX WX WX76 WX76 WX WX WX WX WX WX WX76 WX76 WX0 WX WX WX WX0 WX0 WX WX WX0 WX0 WX0 WX0 WX0 WX WX WX0 WX0 WX76 WX68 WX68 WX76 WX76 WX76 WX76 WX76 W7X8 W7X8 W7X8 W7X8 W7X0 W7X0 W7X0 W7X0 W7X9 W7X9 W7X0 W0X08 W0X08 W0X08 W7X0 W7X0 W7X0 W7X0 W0X6 W0X6 W0X6 W0X08 W0X08 W0X08 W0X08 W0X W0X W0X W0X W0X08 W0X08 W0X W0X W0X W0X WX0 W0X08 W0X08 WX0 WX0 WX0 WX0 WX W0X08 W0X08 WX WX WX WX WX WX0 WX0 WX W6X0 W6X0 W6X0 W6X0 WX0 WX0 W6X0 W6X60 W6X60 W6X60 W6X8 W6X0 W6X0 W6X8 W6X60 W6X60 W6X60 W6X0 W0X08 W0X08 W6X0 WX8 WX8 WX8 WX8 WX8 WX8 WX8 WX8 E Level 00' - 0" Level 86' - 0" Level 7' - 0" Level 8' - 0" Level ' - 0" Level 0 0' - 0" Level 9 6' - 0" Level 8 0' - 0" Level 7 88' - 0" Level 6 7' - 0" Level 60' - 0" Level 6' - 0" Level ' - 0" Level 6' - 0" Level 0' - 0" Cellar -' - 0" Sub-Cellar -0' - 0" 8 x 8 WX70 WX70 WX70 WX7 WX7 WX WX WX9 WX9 WX WX WX WX WX WX76 WX76 WX76 WX9 WX9 WX9 W0X W0X W0X C D A. B D.8 W8X0 W8X0 W8X0 W8X0 WX0 WX0 WX0 WX0 C D B D.8 W8X0 W8X0 W8X0 Level 7 8' - 0" Level 6 ' - 0" WX WX WX Level 00' - 0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 :: AM Frame Elevation - Frame Elevation - 6 /6" = '-0" /6" = '-0" Frame Elevation -. /6" = '-0" Frame Elevation -.8 /6" = '-0" Moment Frame Elevation S- /6" = '-0"

25 COLUMN SCHEDULE COLUMN FLOOR ELEVATION A- A- A- A- A- A.-. A.- A.- A.- A.6- A.6- A.6- B- B- B-. B- B- B- B-.8 B-6 B.- B.- B.- 8TH - BH ' 0" 7TH - ROOF 8' 0" TH TH TH TH TH TH 0TH 9TH 8TH 7TH 6TH TH TH RD ND ' 0" 00' 0" 86' 0" 7' 0" 8' 0" ' 0" 0' 0" 6' 0" 0' 0" 88' 0" 7' 0" 60' 0" 6' 0" ' 0" 6' 0" W0 X W X 96 W X 98 W X 8 W X W X 9 W X W X W X W X W X 96 W X 79 W X 7 W X 8 W X W X W X W X 96 W X 79 W X 7 W X 8 W X W0 X W X 7 W X 6 W X W0 X W X W X W X 96 W0 X W0 X 7 6 W0 X W0 X W X 70 W X 8 W X W X 9 W X W X 0 W X 70 7 W X W X 9 W X W X W X 06 W X 87 W X 7 W0 X W X 9 W X W X W X 06 W X 87 W X 7 W0 X W X 76 W X W X W X 06 W X 87 W X 7 W0 X W X 96 ST CELLAR SUB-CELLAR BUTTRESS BASEPLATE (TxWxH) FLOOR COLUMN 6"x6"x" A- NOTE:. COLUMN SCHEDULE KEY: CUMLATIVE GRAVITY DESIGN LOAD IN KIPS 0 COL. SIZE W8x W X 96 W X 70 W X 8 W X W X 9 W X W X 0 NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS 0' 0" ' 0" 700 W X 6 W X 7 W X 9 W X 70 7 W X 687 W X 6 W X NEW YORK, NY 09-0' 0" 8x8 8#6 x 8#8 9 x 8#8 0 x 8#8 9 x 8#8 8x8 8#6 x 8#8 ELEVATION 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 6"x6"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" A- A- A- A- A.-. A.- A.- A.- A.6- A.6- A.6- B- B- B-. B- B- B- B-.8 B-6 B.- B.- B.- Column Schedule of Column Schedule S-00 ::0 AM

26 COLUMN SCHEDULE COLUMN FLOOR ELEVATION C- C- C-. C- C- C- C-.8 C-6 D- D- D-. D- D- D- D-.8 D-6 D.7- D.7- D.7- D.8-. D.8- D.8- D.8- D TH - BH 7TH - ROOF ' 0" 8' 0" 0 6 W0 X 6 6 W0 X 6 W0 X W0 X W0 X 6 W0 X TH TH TH TH TH TH 0TH 9TH 8TH 7TH 6TH TH TH RD ND ST CELLAR ' 0" 00' 0" 86' 0" 7' 0" 8' 0" ' 0" 0' 0" 6' 0" 0' 0" 88' 0" 7' 0" 60' 0" 6' 0" ' 0" 6' 0" 0' 0" -' 0" W0 X W X 70 W X 8 W X W X 9 W X W X 0 W X 70 W X W X W X 99 W0 X 9 W X W X 9 W X W X W X 00 W X 00 W X W X 8 W X 68 W X 9 W X 90 W X 90 W X 90 W X 0 W X 0 W X W X W X 9 W X 9 W X 99 W0 X 9 W X W X 00 W X 00 W X 80 W X W X 96 W X 98 W X W X 8 W X W X 76 W X 7 W0 X W X 70 W X 8 W X W X 9 W X W X 0 W X 70 W X W X W X 6 W X 6 W X W X 8 W X W X 9 W X 09 W X 8 W X W X W X W X 0 W X 0 W X 90 W X 90 W X 8 W X 68 W X W X 6 W X 6 W X W X 8 W X W X 9 W X 09 W X 8 W X 9 8 W X W X 96 W X 98 W X W X 7 W X W X 76 W X 9 W X 9 86 W X W X 7 W X 96 W0 X 7 W0 X W0 X 76 W X 96 NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS NEW YORK, NY 09 SUB-CELLAR BUTTRESS -0' 0" 8x8 8#6 x 8#8 8x8 8#6 0 x 8#8 BASEPLATE (TxWxH) FLOOR COLUMN ELEVATION 6"x6"x" C- 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 6"x6"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" C- C-. C- C- C- C-.8 C-6 D- D- D-. D- D- D- D-.8 D-6 D.7- D.7- D.7- D.8-. D.8- D.8- D.8- D.8-.8 NOTE:. COLUMN SCHEDULE KEY: CUMLATIVE GRAVITY DESIGN LOAD IN KIPS 0 COL. SIZE W8x8 Column Schedule of Column Schedule S- ::06 AM

27 COLUMN SCHEDULE COLUMN FLOOR ELEVATION E- E- E- E- E- E-6 E.- E.- E.- F- F- F- F- F-6 G- G- G- G- G-6 8TH - BH ' 0" 7TH - ROOF 8' 0" 6TH ' 0" TH TH TH TH TH 0TH 9TH 8TH 7TH 6TH TH TH RD ND 00' 0" 86' 0" 7' 0" 8' 0" ' 0" 0' 0" 6' 0" 0' 0" 88' 0" 7' 0" 60' 0" 6' 0" ' 0" 6' 0" 66 W0 X W X 98 W X 8 W X W X 9 W X W X 96 W X 0 W X W X 99 W X 99 W X 99 W X 09 W X W X 9 W X W X 99 W X 99 W X 99 W X 0 W X W X 9 W X W X 99 W X 99 W X W X 0 W X W X 9 W X W X 96 W X 70 W X 7 W X W X 9 W X W X 96 7 W0 X 8 6 W X W X W X 7 W0 X 66 W X 70 7 W0 X 7 W0 X 7 W0 X 66 W0 X NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS ST 0' 0" CELLAR -' 0" 8 W X 0 6 W X 0 0 W X 0 6 W X 68 8 W X 8 6 W X NEW YORK, NY 09 SUB-CELLAR BUTTRESS -0' 0" x8 8#6 x 8#8 8x8 8#6 8x8 8#6 8x8 8#6 8x8 8#6 8x8 8#6 8x8 8#6 8x8 8#6 BASEPLATE (TxWxH) FLOOR COLUMN ELEVATION 6"x6"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 0"x0"x" 6"x6"x" 8"x8"x" 8"x8"x" 8"x8"x" 6"x6"x" 6"x6"x" 6"x6"x" 6"x6"x" 6"x6"x" 6"x6"x" E- E- E- E- E- E-6 E.- E.- E.- F- F- F- F- F-6 G- G- G- G- G-6 NOTE:. COLUMN SCHEDULE KEY: CUMLATIVE GRAVITY DESIGN LOAD IN KIPS 0 COL. SIZE W8x8 Column Schedule of Column Schedule S-0 ::07 AM

28 TEE SECTION TO MATCH SIZE OF COL. CUT WEB AS REQ'D. TO ALIGN W/ COL. FLANGES CL OF COLUMN & GIRDER FITTED STIFFENER PL. EA. SIDE ( THUS) THICKNESS TO MATCH COL. FLANGE. ALIGN PLATES W/ FLANGES CL OF COLUMN WELD SHEAR PL. TO TOP FLANGE W/ /" FILLET WELD WHEN BEAM FRAMES TO ONLY ONE SIDE (W6 & GREATER) AND FOR ALL BEAMS W & GREATER SHEAR PLATE THICKNESS = /6" MIN. REINFORCE WEB OF BEAM AS REQUIRED A OR A90 S.C. BOLTS T&B CANTILEVER BEAM SHEAR CONNECTION " THICK (MIN.) CAP PL. W/ () 7/8" DIA. A SC BOLTS (MIN.) COLUMN WEB PERPENDICULAR TO GIRDER " THICK (MIN.) CAP PL. W/ () 7/8" DIA. A SC BOLTS (MIN.) COLUMN WEB PARALLEL TO GIRDER STEEL GIRDER Typical Beam to Girder Connection /" = '-0" A OR A90 BOLTS IN BEARING TYPE CONNECTION SSL HOLES IN PLATES STD HOLES IN BEAM SUPPORT BEAM SAME DEPTH Typical Cantilever Beam Connection /" = '-0" SUPPORT BEAM SUPPORT BEAM DEEPER TYP. Typical Beam on Top of Column /" = '-0" NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS WELD TO DEVELOP 00% VERT. COMPONENT OF BRACE FORCE & ECCENTRICITY CL OF COLUMN C OF COLUMN L C OF BRACE L WORK POINT CL OF BEAM SEE COL. BASE PL. DET. FOR ANCHOR BOLTS WELD TO DEVELOP 00% HORIZ. COMPONENT OF BRACE FORCE EXTEND BASE PL. AS REQ'D. TO DEVELOP HORIZ BRACE FORCE INTO BASE PL. STIFFENER PLATE. THICKNESS TO MATCH FLANGE PLATE THICKNESS (TYP.) /" MIN. STIFFENER CL OF BRACE WORK POINT NOTE: FOR ADDITIONAL CONNECTION REQUIREMENTS AND INFORMATION NOT SHOWN SEE TYPICAL BRACE CONNECTION AT COLUMN FLANGE DETAIL ON THIS DRAWING. NOTE: FOR ADDITIONAL CONNECTION REQUIREMENTS AND INFORMATION NOT SHOWN SEE TYPICAL BRACE CONNECTION AT COLUMN FLANGE DETAIL ON THIS DRAWING. NEW YORK, NY 09 Typical Brace Connection - Column Base Typical Brace Connection - Column Web /" = '-0" /" = '-0" Typical Details S-00 /" = '-0" ::09 AM

29 C OF COL. L C OF COLUMN & GIRDER L C OF COLUMN & GIRDER L BASE PLATE TOP OF CONC. FOOTING, PIER, WALL, ETC. '-" " Ø GROUT HOLE EA. SIDE /" LEVELING PL., SIZE TO MATCH BASE PL. BASE PL. THICKNESS = t " NON-SHRINK GROUT (IF LEVELING PL. IS OMITTED) " THICK BASE PL. W/ () 7/8" DIA. A SC BOLTS (MIN,) T T SHEAR PLATE THICKNESS=T STD HOLES IN PLATE AND BEAM FITTED STIFFENER PL. EA. SIDE ( THUS) THICKNESS TO MATCH COLUMN FLANGE ALIGN PLS. W/ FLANGES CLOSUR E PLATE FINISHED SHAFT 6" MAX. SEE COLUMN SCHEDULE " " MIN. ELEVATION C OF COL. L 0' - /" 0' - /" C L OF COL. 0' - /" NON-SHRINK GROUT () /" Ø ANCHOR BOLTS U.O.N. SEE COL. SCHED. THE SECTION TO MATCH SIZE OF COLUMN, CUT WEB AS REQ'D. T ALIGN WITH COLUMN FLANGES TRANSFER GIRDER Typical Column Transfer /" = '-0" DESIGN CONNECTION FOR ECCENTRICITY BEAM WHERE APPLICABLE COLUMN WEB PERPENDICULAR TO GIRDER COLUMN WEB PARALLEL TO GIRDER BEAM PERPENDICULAR TO GIRDER NOT SHOWN FOR CLARITY FINISHED SHAFT CLOSUR E PLATE " TYP. WHERE THIS DIM. EXCEEDS " EXTEND METAL DECK ACROSS AS PER DETAIL ABOVE FINISHED SHAFT C OF BEAM L 0' - " C LOF BEAM ' - 0" " MIN. BRNG. WHERE 'A' EXCEEDS " PROVIDE TOP NYU TANDON SCHOOL OF BROOKLYN, NY " Ø GROUT HOLES SEE COLUMN SCHEDULE PLAN /6 " CONTINUOUS (WHERE 'A' EXCEEDS ") TYP. DIM. 'A' "+/- SPRAY-ON FIREPROOFING SEE ARCH. DET. TRUSS NOTE: Typical Column Base /" = '-0" SEE COLUMN SCHEDULE FOR BASE PLATE THICKNESS (t). THICKNESS GIVEN IS MILLED THICKNESS. MILL BASE PLATE IF THICKNESS IS GREATER THAN " NOTE: FACE OF CLOSURE PLATE SHALL BE ALIGNED TO OBTAIN FINISHED SHAFT LOCATION. ALL CLOSURE PLATES SHALL BE 8 GA. MIN. AND SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE METAL DECK CONTRACTOR. "SHAFT" REFERS TO ALL ELEVATOR SHAFTS AS WELL AS ALL MECHANICAL, ELECTRICAL AND CONVEYOR SHAFTS. Typical Edge at Stairs, Shafts, etc. /" = '-0" A OR A90 BOLTS ( MIN.) STD. HOLES IN PLATE AND BEAM SPANDREL BEAM OR BM. SUPPORTING HANGER 0' - /" 000 PSI L.W. CONC. SHEAR STUDS SEE PLAN 0' - 0 /" CLR. C GIRDER L #@" TOP x '-0" LONG CENTER ON GIRDER TYP. NEW FLR. CONST. WELDED FITTED FULL DEPTH STIFFENER COMPOSITE M.D. SEE PLAN SPRAY-ON FIREPROOFING SEE ARCH. SEE PLAN SEE PLAN NEW GIRDER SEE PLANS NEW FILLER BEAM SEE PLAN NEW YORK, NY 09 NOTE: SEE TYPICAL BEAM TO GIRDER CONNECTION FOR BALANCE OF INFORMATION. Typical End Connection to Spandrel Beams or Stair Hangers /" = '-0" NOTE: FOR BALANCE OF INFORMATION SEE TYPICAL FLOOR CONSTRUCTION DETAILS. Typical Reinforcing Over Girders or at Typical Floor Construction Change in Deck Direction 6 /" = '-0" /" = '-0" Typical Details S- /" = '-0" ::0 AM

30 CL COLUMN & FOOTING C L CONC. COL./WALL.FTG. (U.O.N. ON PLAN) DOWELS TO MATCH COL./WALL REINF. ' - 0" U.O.N. MILL BASE PLATE /" THICK LEVELING PL. (OPTIONAL) SIZE TO MATCH BASE PLATE /" NON-SHRINK GROUT ' - 0" Ls BOND BREAKER TOP OF SLAB ON GRADE '-" U.O.N. () /" DIA. ('d') ANCHOR BOLTS MIN. U.O.N. 'A' 0' - " CLR. d STD. HOOK " CLR. " BEAM POCKET, TYP. GRADE PLAN (SEE PLAN) FOOTING DEPTH, SEE PLAN AND FTG. SCHED. 0' - " CLR. FOR FOOTING REINF. SEE PLAN / SCHEDULE Ld OR Ldh NYU TANDON SCHOOL OF BROOKLYN, NY NOTE: Typical Footing & Column Baseplate /" = '-0". SEE COLUMN SCHEDULE FOR BASE PLATE SIZE AND THICKNESS.. MILL BASE PLATE IF THICKNESS IS GREATER THAN ". UNDISTURBED NATURAL SAND OR APPROVED STRUCTURAL FILL Ldh 0' - " CLR. FOOTING, SEE SCHED. ON S-00 FOR SIZE & REINF. TRUSS NOTE: Typical Footing - Slab on Grade /" = '-0". HAUNCH SLAB ON GRADE TO TOP OF FOOTING WHERE 'A' IS LESS THAN " AND PROVIDE BOND BREAKER BETWEEN TOP OF FOOTING AND SLAB COL. / WALL DOWELS TO MATCH COL. / WALL REINF. ()Lxx/ ANCHOR TABS 8" MIN. POCKET WIDTH = BRNG. PL. WIDTH + " EA. SIDE GROUT SOLID AFTER STEEL BEAM IS ERECTED BEARING PLATE SCHEDULE BEARING PLATE NO. BP- BEARING PLATE SIZE PL. /8"x0"x0'-8" Ls SEE BRNG. PL. SCHED. BP- BP- PL. /"x8"x0'-8" PL. /"x8"x'-0" MAT FOUNDATION SEE PLAN /" CLR. T.O. MAT 0' - 0 /" GROUT CONC. BRNG. WALL TYPICAL STEEL BEAM BEARING ON CONCRETE WALL STEEL BEAM (SEE PLAN) NOTES: BP- PL. /8"x8"x0'-8". BEARING PLATES SHALL BE CENTERED ABOUT THE BEAM SUPPORTED, AND ORIENTED SUCH THAT THE THIRD DIMENSION IS PERPENDICULAR TO THE WEB OF THE BEAM.. BEAMS SHALL BE EXTENDED OVER THE BEARING PLATE SO THAT THE PLATE DOES NOT EXTEND MORE THAN " BEYOND THE END OF THE BEAM. NEW YORK, NY 09 0' - " CLR.. BEAMS BEARING ON PLATES SHALL BE REINFORCED WITH /" STIFFENER 8" O.C. OVER BEARING PLATES. UNDISTURBED NATURAL SAND OR APPROVED STRUCTURAL FILL STD. HOOK IF REQ'D. WATERPROOFING, SEE GEOTECH REPORT AND ARCHITECTURAL DWG'S FOR BALANCE OF INFO. DIVIDER BM. (SEE PLAN) DEPRESSION & LIP FOR THE DOOR SEE ARCH. DETAIL CONC. SLAB SHAFT WALL ABOVE. SEE ARCH. L6x6x/6 x " LONG Typical Mat Foundation /" = '-0" Typical Steel Beam Bearing on Masonry Wall /" = '-0" TOP & BOTTOM REINF. SEE STRUCT. PLAN ADD'L. #@" O.C. TYPICAL DIVIDER BEAM TO CONCRETE SLAB CONNECTION (@ ELEVATORS) () /" DIA.x6" DIA. LONG STUDS L6x6x/6 x 6" LONG 0' - " GAP (MAX.) STEEL BM. SEE PLAN TYPICAL STAIR SHAFT WALL BEAM TO CONCRETE SLAB CONNECTION Typical Details S-0 /" = '-0" :: AM

31 C OF COLUMN WEB L CL GIRDER & COL /" THK. PL. MIN. FOR LATERAL RESTRAINT OF COLUMNS IF NO BEAM FRAMES TO COLUMN IN PERPENDICULAR DIRECTION A OR A90 BOLTS IN BRNG. TYPE CONN. IF AXIAL LOAD EXIST USE SC BOLTS. SSL HOLES IN PLATES STD HOLES IN BEAMS PROVIDE /" MIN. THICK PL. BETWEEN COL. FLANGES FOR LATERAL RESTRAINT OF COLUMNS IF NO BEAM FRAMES TO COLUMN IN PERPENDICULAR DIRECTION /"x9" CURTAIN WALL MULLIONS FOR EMBED. ANCHORS (SEE ARCH. DWGS.) POUR STOP E.O.S. SEE PLAN '-0" FLOOR CONST. #@" TOP SEE DET. X ON S-XXX SHEAR PL. THICKNESS = T MIN. THICKNESS = /6" A OR A90 BOLTS IN BERING. TYPE CONN. SSL HOLES IN PLATES STD. HOLES IN BEAM "e" SHEAR PLATE # CONT. FACE OF BLDG. SEE ARCH. DWGS. Typical Spandrel Section - Perpendicular Deck /" = '-0" SPANDREL GIRDER PERPENDICULAR TO DECK SPAN. SEE PLANS T T Typical Shear Connection - Beam to Column Flange /" = '-0" C OF BOLT GROUP L NOTE: DESIGN CONNECTION FOR ECCENTRICITY "e" Typical Shear Connection - Beam to Column Web /" = '-0" /"x9" CURTAIN WALL MULLIONS FOR EMBED. ANCHORS (SEE ARCH. DWGS.) POUR STOP # CONT. PL. /8"x6" CONT. FACE OF BLDG. SEE ARCH. DWGS. E.O.S. SEE PLAN CL GIRDER & COL '-0" FLOOR CONST. SEE DET. X ON S-XXX #@" TOP SPANDREL GIRDER PARALLEL TO DECK SPAN. SEE PLANS NYU TANDON SCHOOL OF BROOKLYN, NY TRUSS SHEAR PLATE SHIM PL. AS REQ'D. C OF COLUMN WEB L SHIM AS NEEDED REMOVE BACKING BARS, BACKGOUGE AND REINFORCE W/ FILLET OR USE DOUBLE BEVEL Typical Spandrel Section - Parallel Deck /" = '-0" WEB STIFFENERS TO MATCH CONNECTION PLATE THICKNESS SHIM AS REQ'D. SHOP WELDED COVER PL. PLATES & BOLTS TO DEVELOP BENDING MOMENT OF BEAM e C OF BOLT GROUP L CONTINUITY PLATE, THICKNESS EQ. TO OR LARGER THAN COVER PL. COLUMN PLATES & BOLTS TO DEVELOP BENDING MOMENT IN BEAM SHEAR PLATE MIN. THICKNESS = /6" NEW YORK, NY 09 NOTES:. DESIGN SHEAR CONNECTION FOR ECCENTRICITY "e". NOTES:. MOMENT CONNECTIONS SHALL DEVELOP FULL PLASTIC MOMENT CAPACITY OF BEAM U.O.N.. IF THERE IS ALSO A MOMENT CONNECTION TO FLANGE OF COLUMN, WELDS OF MOMENT CONNECTING PLATE TO COLUMN ARE TO BE PROPORTIONED TO TAKE FORCES FROM BOTH DIRECTIONS SIMULTANEOUSLY. Typical Moment Connection - Beam to Column Web /" = '-0". ADDITIONAL CHANNEL SUPPORTS FOR FLOOR STRUCTURE SUPPORT NOT SHOWN FOR CLARITY. 6 Typical Moment Connection - Column Flange /" = '-0" Typical Details S-0 /" = '-0" :: AM