Portfolio 2022 by Tyler Doherty

ii ARCHITECTURE & DESIGNTYLERPORTFOLIODOHERTY

iii

All designs by Tyler Doherty, in conjunction with Coop Himmelb(l)au, KG+D Architects PC, Albo Liberis, HLW International LLP, and Rensselaer Polytechnic Institute.

iv SELECTEDBUILTWORK HEATHCOTEMARIN_____1_____9EAGLEHILL____15BEDFORD____19 VISUALIZATION&DESIGNWORK LIGHTING PATTERN BOOK____23 BAINBRIDGE CONCERT HALL 25 PNW SINGLE FAMILY RESIDENTIAL____27 ABERDEEN GATEWAY CENTER____30

1 ≡ BUILT WORKS ≡ ≡ 351 MARIN BOULEVARD ≡ [MIXED USE RESIDENTIAL; CURRENTLY IN CONSTRUCTION; PROJECTED FALL 2020 COMPLETION] Designed as a central transit and cultural hub for residents, 351 Marin is a mixed use residential tower which will stand as one of the key landmarks in Jersey City’s Redevelopment Plan of 2060. The project pushes the envelope in constructability and aesthetics, with muted grey tone brick blends and contemporary angled forms, joined with ample amenities to tenants. Work done in collaboration with HLW Internaional LLP. EQ.EQ. 411' 66'2" 10"6TH FLOOR7THTERRACEFLOOR TERRACE BELOW 7TH FLOOR8THTERRACEFLOORAMENITY TERRACE ELEVATOR BULKHEAD TOWER ROOF 37TH FLOOR ROOF 379' 10" 37TH FLOOR MECHANICAL ROOF SETBACK31/32"512' SETBACK12'0" 6'SETBACK111/2"SETBACK12'0"PROPERTYBULKHEADSTAIRLINE PROPERTY LINE 6TH TERRACEFLOOR LUIS MUNOZ MARIN BOULEVARD STREETFIRSTSTREETBAY WIDE)FT60 WAY)OFRIGHT(PUBLICWIDE)FT60 WAY)OFRIGHT(PUBLIC 60 FT WIDE) (PUBLIC RIGHT OF WAY) (FORMERLY HENDERSON STREET) DEPRESSED CURB AND DRIVEWAY APRON (TYP) DEPRESSED CURB AND DRIVEWAY APRON (TYP) PUBLIC PLAZA (SEE LANDSCAPE DRAWINGS FOR REFERENCE) EXISTING STORY BRICK BUILDING ASPHALT PAVEMENT 0"12' GARAGEPARKINGENTRY GARAGEPARKINGEXIT 10"22'0"100'0"7'1"5' 11"134' 72' 10" 120' 6' 11 1/2" 89' 1/16" 10' 15/16" 99' 10" 81' 0" 18' 11 1/2" 99' 11 1/2" EL. +7'-6" EL. +7'-0" EL. +7'-0"EL. +6'-5"EL. +6'-4" EL. +7'-9" EL.EL.EL.EL.+8'-6"+9'-5"+9'-6"+9'-11" EL. +8'-8" EL. +8'-7" EL. +7'-6" EL. +6'-9" EL. +6'-2" EL. +12'-0" 351 MARINBLOCK:BOULEVARD1508LOT:3.01 SEBAK0 EL. +6'-9 1/2"EL. +6'-9 1/2"EL. +6'-9 1/2" EL.EL.+8'-4"+9'-8" CS0 CSEBK202 S 216 NORTH 2019 HLW Architecture LLC DRAWINGSCALE: TITLE: DATE: QA BY: PROJECT NO. DRAWING NO. QC NYCBY:DOB NO. PAGE NO. CIVIL DRESDNERENGINEER ROBIN EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ 07302-3085 HOLLWICHDESIGNER KUSHNER WHITEHALL STREET, 14TH FLOOR NEW YORK, NY 10004 351CLIENT MARIN LLC 520 U.S. HIGHWAY, 22 EAST P.O. BOX 6872 BRIDGEWATER NJ 08807 KEY SIGNATUREPLAN122MAINSTREET, MADISON, NJ 07940 BLOCK: 11508 LOT: 3.01 KHACHATURIAN ENGINEERING ASSOC. 33 WOOD AVE SOUTH, 8TH ST FLOOR ISELIN, NJ 08830 STRUCTURAL DESIMONEENGINEERCONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 LIGHTING 881SPARKCONSULTANTBROADWAY, 5TH FLOOR NEW YORK, NY 10003 LANDSCAPE MELILLOARCHITECTBAUER ASSOCIATES, INC. 200 UNION AVE BRIELLE, NJ 08730 HLW Architecture, LLC 28ENTUITIVEWEST44TH STREET, SUITE 1118 NEW YORK, NY 10036 GEOTECH CONSULTANT JZNEVERTRUSTENGINEERINGPLAZA,SUITE 90, JERSEY CITY, NJ 07302-3085WINDTUNNELTESTINGCPP2400MIDPOINTDRIVE, SUITE 190, FORT COLLINS, COLORADO3/32"80525 1' 0" 07/31/18 AM 18008 SITE PLAN JG N/A 503-22-19ISSUE403-01-19ISSUE311-16-18100%211-02-18DD110-01-18PROGRESSNO.DATEISSUE351351A-100MarinBlvd.JerseyCityNJ,07302MarinBoulevardORREVISIONSETPROGRESSSETDESIGNDEVELOPMENTFORCLIENTREVIEWFORBID EQ.EQ. UP UP UP DN DN UP DN UTILITY TRANSFORMER UTILITY TRANSFORMER UTILITY TRANSFORMER A-521 A-520 A-520 142 238 FD101SFELEV.LOBBY 214 STAIR104SF 1152111 PACKAGE115DROP OFF 124 CORRIDORSF 112110 TOILET117 476 SF WATER METER PACKAGE ROOM 52118SF 54 TOILET135SF 764113SF 782112SF 410 MECH116SFBOH 1232 PARKING993SFRAMP 154 ELECTRICAL133SFROOM GAS136ROOM MAIL109ROOM 124116SF EL. +7'-0" EL. +7'-0"EL. +6'-5"EL. +6'-4" EL.EL.EL.+8'-6"+9'-5"+9'-11" EL. +8'-8" EL. +8'-7" EL. +7'-6" EL. +7'-6" EL. +6'-9" PUBLIC PLAZA EL. +12'-0" EL. +7'-7" CONTAINERCONTAINERCONTAINER CU.YD. CONTAINER 517107SF EXIT PARKING COFFEEBAR GENERATOR702127 ROOM RECEPTION 573 TRASH125SFROOM 533124SF 298FCCSF LOADING1333137 AREA 187129SF EXIT PASSAGEWAY 132 SF 128 EXIT PASSAGEWAY 137 STAIRSF IT CL. 2066 CAFE105SFRETAIL DRAWINGS REFERENCEFOR A-5301/2"6'-101/2"2'-81/2"3'-61/2"7'-21/2"4'-11/2"5'-01/2"2'-111/2"2'-71/2"2'-111/2"2'-71/2"2'-111/2"5'-91/2"15'-216'-5"16'-5"7'-11"6'-1"21'-8"2'-6"3'-1"7'-4"23'-11" 100'-1" 100'-2 1/2" CUTCURBCUTCURB 30' 30 135 0 EXISTING STORY BRICK BUILDING 199'-11 1/2" 200'-3 1/2" 299 PE/FIREELEVELEV ELEVPEPE SE A-700 A-700 A-530 A-530 A-530 A-530 A-531A-531 A-613 RESIDENTIAL106 LOBBY LUIS MUNOZ MARIN BOULEVARD STREETFIRST STREETBAY A-530 A-600 A-540 A-540 A-540 A-540 A-540 A-550 A-610 A-610 A-550 A-606 A-600 A-601 A-600 EL. +6'-9 1/2"EL. +6'-9 1/2"EL. +6'-9 1/2" A-531 CONTAINERCU.YD. CONTAINERCU.YD. CU.YD.WASTE 106 108 119110 112 113 114 GR115117104102101 08 12 07 06 01 2303 14 1-02 TRENCH DRAIN. TRENCHSEEDRAIN. SEE PLUMBING DWGS. TRENCH DRAIN. SEE PLUMBING DWGS. LIGHT (TYP) TYPE LIGHTF1(TYP) LIGHT (TYP) LIGHT (TYP) TYPE F1 LIGHT (TYP) F1F1F1F1F1 F1F1F1F1 F1 F1 F1 F1 F1 F1F1F1F1 F1F1F1F1F1F1F1F1F1F1F1F1F1 F1F1 F1F1 UNDER COUNTER (TYP) F20 F20 EL. 12'-0" EL. 12'-0" 10'-8" EL. 12'-0" EL. 9'-2" EL. 12'-0" EL. 12'-0" EL. 12'-0" 12'-0" EL. 12'-0" EL. 12'-0" EL. 12'-0" 12'-0" EL. 12'-0" EL. 7'-9" EL. 6'-10" 4593 SF EL.EL.+8'-4"+9'-8"F20 A-612 SINK JANITOR'S139SFCLOSET A-590 8 24'-5 5/8" 267 30'-10" 28'-3 1/8" 61'-2" 33'-2 7/8" 2'-4" 24'-11 5/8" 6'-0 1/4" 2'-3 7/8" 1'-3 7/8" 7'-2 1/4" 17'-11 3/8" 28'-9 1/2" 1 4'-0 3/4" 117'-9 1/2" 24'-1 5/8" 6'-9 3/4" 9'-3 7/8" 9'-4" 8'-1 3/4" 7'-10" 22'-10" 4 5'-6 7/8" 26'-8" 32'-2 7/8" 3'-0 3/4" 15'-11 3/8" 21'-4 1/8" 18'-1" 2'-4" 13'-1 1/4" 22'-10 5/8" 63'-8 3/8"5'-57'-63/4"3/4" 7'-10 7/8" 15'-5 5/8" 6'-3 1/8" 11'-5 7/8" 1'-0" 7'-10" 9'-4 1/4" 4'-1 3/4" 25'-7 3/8" 13'-7 1/2" 8 125'-0" 12'-10 5/8" 5'-2" 113'-4"2'-9 1/4" 27'-2 1/8" / 1 6'-2 1/2" 84'-3 1/4" 3'-6 3/4" 2'-35'-5"1/2" 1'-11" 4'-9" 6'-6 1/4" 2'-11 1/4" 85848382 9291 90 56 55 57 101B2.1B1.2B2.1 B2.2 B1.2 B2.2B1.2 B2.1 B1.2 B1.2 B1.2 B2.1 B2.1 B2.1 B1.2B1.2 B1.2 B1.2B2.2B1.2B1.2 B1.2 B2.1 G4 G4 G4 F3 G4 62 61 70 79 78979694 2438 3723 2236 3521 26 19 34 102 59 60 54 69 99 98 67 87 86 89 F3 1 100 93 G4 F1 111 33 18 EL. +7' -11" EL. +12' -0" EL. +11' -0" A-601 SOLID FILL CMU WALL TO EL. +12'-0" SOLID FILL CMU WALL TO EL. +12'-0" WALL TO EL. +12'-0" NOTES: MEP RISERS ARE SHOWN FOR REFERENCE ONLY. MEP DRAWINGS FOR MORE INFORMATION. REFER TO ENLARGED KITCHEN AND BATH PLANS ADDITIONAL INFORMATION. FALL ARREST SAFETY ANCHORS. PRO BELL MODEL PBE74 00A4 OR APPROVED EQUAL. NOTE THAT ANCHOR LOCATIONS SHOWN ARE INDICATIVE ONLY. FINAL ANCHOR LOCATIONS AND DETAILS ARE SUBJECT TO OWNER APPROVED CODE COMPLIANT MANUFACTURER ENGINEERED FALL ARREST SYSTEM DESIGN. LEGEND: LOCATION: SCALE: 1/8" 1'-0"1 1ST FLOOR -OVERALL PLAN

2 1 2 3 4 5 6 C O O G G U G G R M R U U R N N 2 N H G H G RO W RO M M W G N G R A 8 1 A R G U L E G N C O G G R R D M N U O Y M E 7 6 A R C R O R W O R N G O O D N N D S E B N H W U N W O W M L K O K C U N E S C W D O O S G N E S M S E R H W C E W N E G C O 8 M 1 EXTER OR WALL SECT ONS TOWER & ROOF A 531 3 1 Ma n B v e e C N 0 3 2 351 Ma n Bou eva d E EXTER OR WALL SECT ON @ EX T GARAGE S E EXTER OR WALL SECT ON @ GENERATOR ROOM E EXTER OR WALL SECT ON @ LOAD NG DOCK C 1 EXTER OR WALL SECT ON @ CROWN MECHAN CAL LOUVER O A S R R O D R G S % D N D O M T S E O T E W S E O D O O C G N G G M 3 R U U N H G H G H G O O R O M M M N G R R C R M G G U O 2 E N C O G O G G O G R M D N M U 2 8 4 O P M A C R C O M W N NG C N C G O O D N D S E B N H W U N O M L K O K C U N E S C D O O S G N E W W S W O M S E R H W C E W N E G C O 8 M 1 EXTER OR WALL SECT ONS TOWER & ROOF A 531 3 1 Ma n B v e e C N 0 3 2 351 Ma n Bou eva d E EXTER OR WALL SECT ON @ EX T GARAGE S E EXTER OR WALL SECT ON @ GENERATOR ROOM E EXTER OR WALL SECT ON @ LOAD NG DOCK C 1 EXTER OR WALL SECT ON @ CROWN MECHAN CAL LOUVER O A S R R O D R G S % D N D O M T S E O T E W S E O D NG W G O W M G M C W M G W W M C M O O O O O H R G O C G D N N H O D C W W D N U W W W M W N M C O O W O M N W G O D C M O O W M R W O R O W O G R G W W M W M 4 M G O O O O C M M W W W M O Q E R G G D S E B N H W U N W O W M W N N K O C U N E S C W D O O S G N E K M B E S E H C W W N N E G N C D O O 8 1 EXTER OR WALL SECT ONS POD UM G A 530 3 1 Ma n B v e e C N 0 3 2 351 Ma n Bou eva d C EXTER OR WALL SECT ON @ RES LOBBY ENTRANCE A EXTER OR WALL SECT ON @ CAFE STOREFRONT S E EXTER OR WALL SECT ON @ RETAIL STOREFRONT ON @ ON @ O A S R R O O R S SE D R G S S % D N D O M T S E O T E EW S E O D R R G W O W M O W M W W R R D C M O M O N N M C U O G N G R G O R O D N G O R M W W N M W NU N C M O O W W N R R R U M R U C N N N N O O W M M O M W M R H O O O C M U W M 1 G U C G G D D E R B N H W C S N W O A W G O K O 0 H H U N N S W D O O U N E P K M B E O E N O H C N W W N N E G C O O 1 8 EXTER OR WALL SECT ONS POD UM G A 530 3 1 Ma n vd e e C N 0 3 2 351 Ma n Bou eva d C EXTER OR WALL SECT ON @ RES LOBBY ENTRANCE A EXTER OR WALL SECT ON @ CAFE STOREFRONT S E EXTER OR WALL SECT ON @ RETA L STOREFRONT O A SU R O O R S E D R G S S % D N E O M T S E O E EW S O D N N H G W W W W M O C O W M W O D C M M M O N M C C U O G O C C G D G D G O R O D G G O O O M W U M W U U M R O O N W N W N L M L N R U M M N U N N NG O O W M N M O M C W M R O O M U N M W M N U 1 G U D G O N G W R O O E R N R M W U G M U W G R M D O M N O H G O O O O M O R M N M C G C O R U M O M N M C G C D D N R D R B W C S N W O A W G U O K O 0 H H U G N R N S C O O O U N E P K M B E O E N O C N N N E G O O 2 0 EXTER OR WALL SECT ONS POD UM G A 530 3 1 M n B d e e C N 0 3 2 351 Ma n Bou eva d A EXTERIOR WALL SECT ON @ RES LOBBY ENTRANCE A EXTER OR WALL SECT ON @ CAFE STOREFRONT C E EXTER OR WALL SECT ON @ RETA L STOREFRONT C EXTER OR WALL SECT ON @ CAFE ENTRANCE S E EXTER OR WALL SECT ON @ RETA L ENTRANCE A EXTER OR WALL SECT ON @ VAULT 1 O A U R E O O R S E R G S S % DE E O M SS O E EW SS O D O O R W M G D G M D D N M O G W N W G G R N W M O W O 3 3 R W M O O N 9 O W W G M O W N N W O W M M W N W R O N N W G O O O M R @ R O C L A O O O O O O W W W R W O O W M G W M O R W R W O S 9 O C R O O W L 2 7 W W G W C U O O O D M M D R G O C D O W M W O O U W G U D E W W O G O G W O N R N M H O M O O W M M H O O O N C O O E N O L H H R H M R C W B C L A R N E E G A O M N C N T G E G N O O R O L O U S C A C W A e U E R Z G N R G O 1 D EXTER OR WALL SECT ONS POD UM N A-530 35 Ma B vd J s y C NJ 07 0 351 Ma n Bou eva d S E EXTER OR WALL SECT ON @ RES LOBBY ENTRANCE C EXTER OR WALL SECT ON @ CAFE STOREFRONT A EXTER OR WALL SECT ON @ RETA L STOREFRONT A 1 EXTER OR WALL SECT ON @ CAFE ENTRANCE A EXTER OR WALL SECT ON @ RETA L ENTRANCE C 1 EXTER OR WALL SECT ON @ VAULT 1 NO D S E O R N R G S D P O E T % S G D E PM N U F N R W U F

3 UP UP UP DN 1 E A-521 0"5' 10"4' C HC CC UP FROM L6 DN TO L6 PANTEDCL RAREA 0"22' CCCCC C C HC AREACLEARPAINTED 159 ELSTAIR702SF85SF720CLOSET 232701SF FD ELEV LOBBY 41 VESTIBULE719SF 56 VESTIBULE706SF 137 STAIR703SF 36705SF IT CLOSET 37 REFUSE718SFRM 231 STAIR704SF A-520 A-521 SEE REFERENCEDRAWINGSLANDSCAPEFOR 6THTERRACEFLOORBELOW 6TH FLOOR TERRACE BELOW 99'-10" 99'-11 1/2" 199'-9 1/2" 40'-7" 13/16"169' 2'-7" 11'-7 1/2" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-2" 1'-5 1/2" 30'-11" 1/2" 69'-1" 26'-4 1/2" 72'-10" 199'-10" 127'-0" 1'-3 5/8" 2'-11 1/8" 2'-8 3/4" 9'-0" 3'-0" 9'-0" 3'-0 3/4" 9'-0" 2'-11 1/4" 9'-0" 3'-0 3/4" 9'-0" 2'-11 1/2" 9'-0" 3'-0 1/2" 9'-0" 2'-11 1/2" 1/2"8'-01/2"2'-111/2"8'-01/2"2'-111/2"8'-01/2"2'-111/2"8'-01/2"2'-111/2"8'-01/2"2'-111/2"8'-01/2"2'-111/2"8'-03'-0"8'-0"3'-0"10'-0" 1/2"56'-11 2'-2" 1/2"112'-6 169'-6" 1'-4"3'-0" 36 500 500 13'47/32" ELEV PE/FIREPE/FIREAELEVB ELEVELEVPEPEELEVSEA-530 A-530 A-531 A-602A-613 VERTICAL(36STORAGEBIKESPACES) VERTICAL BIKE STORAGE (63 SPACES) VERTICAL BIKE STORAGE (18 SPACES) VERT. BIKE SPACES)STOR. VERTICAL BIKE STORAGE (18 SPACES) VERTICAL BIKE STORAGE (18 SPACES) 870 PROTECTIONSTEEL711SFFIREWATERSTORAGETANK 9524 PARKING721SFGARAGE A-600 10%20%16% A-532 A-612 A-601 18'-0" 9'-6" 8'-0" 9'-6" 8'-0" 8'-0" 8'-6" 9'-0" 1'-9 1/2" 8'-6" 8'-6" 8'-6"7'-0"3'-3 7/8" 8'-0"23'-4 3/4" 8'-6" 2'-7" 8'-6" 8'-0" 5'-0 3/8" 8'-6"8'-0" 1'-10" 8'-6"8'-0" 1'-10" 26'-6 3/4" 8'-0" 18'-1" 717 715 713 712 711 710 708709 T-18 T-22 T-19 T-18T-15T-21 T-17 T-15T-14 T-21A T-20 T-16 A-608 T-22 191'-2 1/8" 64'-5 3/8" 00 500 STEE LADDER TO HATCHACCESS (423 SF 7'-0" CLEAR HEIGHT) AC UNITS. SEE MECH DWGS. 1/2"10'-7 10'-1" 1/4"10'-0 3/4"45'-7 3/4"84'-2 92'-6 3/4" 17 58 5756555453 525179 81 77 78 69 63 76 64 65 66 67 68 75 74 80 70 62 61 60 59 PTD STEEL CORNER GUARDS TYPICAL 2' 8" HIGH CRASH BARRIER 8" HIGH CRASH BARRIER AOR AOR 3'-0" 3'-6 3/8" 3/8"3'-1 GAS SEEFURNACE.FIREDMECH DWGS 11 701 T-14 NOTES: 1. MEP RISERS ARE SHOWN FOR REFERENCE ONLY. SEE MEP DRAWINGS FOR MORE INFORMATION. 2. REFER TO ENLARGED KITCHEN AND BATH PLANS FOR ADDITIONAL INFORMATION. 3. FALL ARREST SAFETY ANCHORS. PRO BELL MODEL PBE74 00A4 OR APPROVED EQUAL. NOTE THAT ANCHOR LOCATIONS SHOWN ARE INDICATIVE ONLY. FINAL ANCHOR LOCATIONS AND DETAILS ARE SUBJECT TO OWNER APPROVED CODE COMPLIANT MANUFACTURER ENGINEERED FALL ARREST SYSTEM DESIGN. LEGEND: LOCATION: PODIUM(TYPICAL)FLOORS B1 A1Z1Y2T3S2X3D1W2F1C3 UNIT717C1BR465SF UNIT216-716B1STUDIO456SF 633UNIT7141BRSF STUDIOUNIT713434SF UNIT712T11BR710SF UNIT711S1BR625SF UNIT710BR585SF UNIT709WBR619SF708UNITVBR701SFUNIT215-715A11BR554SF NORTH DRAWINGSCALE: TITLE: DATE: QA BY: PROJECT NO. DRAWING NO. QC NYCBY:DOB NO. PAGE NO. DRESDNER ROBIN EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ 07302-3085 HOLLWICH KUSHNER WHITEHALL STREET, 14TH FLOOR NEW YORK, NY 10004 351CLIENT MARIN LLC 520 U.S. HIGHWAY, 22 EAST P.O. BOX 6872 BRIDGEWATER, NJ 08807 KEY SIGNATUREARCHITECTPLAN122MAINSTREET, MADISON, NJ 07940 BLOCK: 11508 LOT: 3.01 AR KHACHATURIANVE ENGINEERING ASSOC. 33 WOOD AVE SOUTH, 8TH ST FLOOR ISELIN, NJ 08830 DESIMONE CONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 881SPARKBROADWAY, 5TH FLOOR NEW YORK, NY 10003 LANDSCAPE MELILLOARCHITECT+BAUER ASSOCIATES, INC. 200 UNION AVE BRIELLE, NJ 08730 HLW Architecture, LLC ENVELOPE 28ENTUITIVECONSULTANTWEST44THSTREET, SUITE 1118 NEW YORK, NY 10036 GEOTECH CONSULTANT JZNEVERTRUSTENGINEERINGPLAZA,SUITE 90, JERSEY CITY, NJ 07302-3085CPP2400MIDPOINT DRIVE, SUITE 190, FORT COLLINS, COLORADOAs80525indicated 3/22/2019 11:06:23 AM 07/16/18 AM 18008 CONSTRUCTION PLAN 7TH FLOOR (PODIUM) JG N/A 351351A-107MarinBlvd.JerseyCityNJ,07302MarinBoulevard SCALE: 1/8" 1'-0"1 7TH FLOOR -OVERALL PLAN NO.DATEISSUE OR REVISION 110-01-18PROGRESS SET 211-02-18DD PROGRESS SET 311-16-18100% DESIGN DEVELOPMENT 403-01-19ISSUE FOR CLIENT REVIEW 503-22-19ISSUE FOR BID UP E STO-3STO-4 B-2B-1B-3 STO-1STO-2 A-521 A-520 A-521 A-520 SEE REFERENCEDRAWINGSLANDSCAPEFOR 31'-9" 5'-9" 9'-0" 3'-0" 9'-0" 2'-11" 9'-0" 3'-1 1/2" 9'-0" 6'-2 1/2" 31'-3 1/2" 120'-0" 31'-6 1/2" 1'-9 1/2" 1'-1" 2'-11 1/2" 9'-1" 3'-0" 9'-1" 3'-0" 9'-1" 3'-0" 9'-1" 6'-1 1/2" 31'-3 1/2" 1/2"2'-11/2"1'-61/2"1'-61/2"2'-120'-4"3'-0"9'-0"3'-0"9'-0"3'-0"20'-4" 75'-0"1/2"20'-21/2"3'-91/2"2'-41/2"20'-41'-4"1'-6"10'-6"3'-0"9'-0"3'-0"75'-1" 120'-0" 2831/2" 13500 13500 28212 13500 13500 OUTDOOREL.MECHANICALROOF+379-10"2736SF3714AMENITY2042SF3806AMENITY913SF3810MECHANICAL 139 STAIR3803SF79 ELEC.3820SFCLOSET154SF3802STAIR 2303801SF FD ELEV. LOBBY 47 TOILET3808SF47TOILET3807SF 27'-8 28 PE/FIREPE/FIREELEVELEV ELEVELEVPEPEELEVSE RAKED SEATING LOUNGE KITCHEN BAR A-531 41 VESTIBULE3719SF A-542 A-542 A-601797 BOILER3811SFROOM 157 VESTIBULE3809SF VOID T-25 T-20 T-14 T-14 38-09 T-24 T-24 38-10 3801 3802 E 3803 3804 SURFACE MOUNT LED FLOOD LIGHT [TYP. TYPE FS10] SURFACE MOUNT LED FLOOD LIGHT [TYP. TYPE FS7] 100'-0" 38 11 A-543 AOR 3805 T-28 8'-1" 11'-0" 11'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-0" 11'-0" 8'-0" 1/2"11'-812'-0"12'-0"12'-6"11'-0"12'-6"12'-0"8'-2"8'-2" PLANTERSEE LANDSCAPEDRAWINGS LAPLANTER,SEENDSCAPEDRAWNGS ROOF ANCHORS FOR WINDOW CLEANING, TYP LOCATION: PH FLOOR ROOF ANCHOR LOCATION, SEE FOR DETAILA 570 SCALE: 1/8" = 1'-0"1 SKY FLOOR -OVERALL PLAN UP E E E STO-3STO-4 B-2B-1B-3 STO-1STO-2 A-521 A-520 A-521 A-520 SEE REFERENCEDRAWINGSLANDSCAPEFOR 31'-9" 5'-9" 9'-0" 3'-0" 9'-0" 2'-11" 9'-0" 3'-1 1/2" 9'-0" 6'-2 1/2" 120'-0" 31'-6 1/2" 1'-9 1/2" 1'-1" 2'-11 1/2" 9'-1" 3'-0" 9'-1" 3'-0" 9'-1" 3'-0" 9'-1" 6'-1 1/2" 1/2"20'-21/2"3'-91/2"2'-41/2"20'-41'-4"1'-6"10'-6"3'-0"9'-0"3'-0" 120'-0" 28'-31/2" 13500 1 50 8 1/2 5 13500 OUTDOOREL.MECHANICALROOF+379-10"2736SF3714AMENITY2042SF3806AMENITY913SF3810MECHANICAL 139 STAIR3803SF79 ELEC.3820SFCLOSET154SF3802STAIRA 2303801SF FD ELEV. LOBBY 47 TOILET3808SF47TOILET3807SF PE/FIREPE/FIREELEVELEV ELEV CELEVPE D PEELEV E SE RAKED SEATING LOUNGE KITCHEN BAR 41 VESTIBULE3719SF A-542 A-542 A-601797 BOILER3811SFROOM 157 VESTIBULE3809SF VOID T-25 T-20 T-14 T-14 38-09 T-24 T-24 38-10 3801 E 3802 3803 SURFACE MOUNT LED FLOOD LIGHT [TYP. TYPE FS10] SURFACE MOUNT LED FLOOD LIGHT [TYP. TYPE FS7] 38 A-543 AOR 3805 T-28 8'-1" 11'-0" 11'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-0" PLANTERSEE LANDSCAPEDRAWINGS LAPLANTNDSCA SCALE: 1/8" 1'-0"1 SKY FLOOR -OVERALL PLAN UP UP A-521 155 STAIR3702SFA 44 VESTIBULE3719SF 2323701SF FD ELEV LOBBY 743720SF EL CLOSET 363705SF IT CLOSET 137 REFUSESTAIR3703SF36SF3718RM61 VESTIBULE3606SF A-520 A-5212 A-520 3'-4" 7'-0 1/2" 3'-0" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0" 7'-0 1/2" 3'-3 1/2" 3'-3 1/2" 7'-0 1/2" 3'-0" 9'-0 1/2" 2'-11 1/2" 9'-0 1/2" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0 1/2" 2'-11 1/2" 9'-0 1/2" 3'-0" 7'-0 1/2" 3'-4" 1/2"2'-111/2"3'-09'-0"3'-3"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"9'-6"3'-3" 3'-0"9'-6"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-6"3'-0" 100'-0"0"100' 120'-0"120'-0"PE/FIREPE/FIREELEVELEV ELEV CELEVPE D PEELEVSE A-531 T-22T-23T-18 T-19 T-15T-21T-21T-20 T-14T-17T-14 PH-02 PH-03 3'-6" 3/8"3'-9 G-35 PH-15 PH-051/8"5' PH-04 A-608 PLUMBING3721CLOSETPH 14 PH 13 PH 12 PH 11 PH 10PH 08 PH 09 T-26 1'-0" 2'-6" AOR PH UNIT03BR616SF PH UNIT04CBR587SF PH UNIT05DBR626SF PH 1010UNIT06EBRSF PH UNIT08R1BR888SF PH UNIT09BR698SFPH 594UNIT10BRSFPH UNIT11S1BR629SFPH 718UNIT12T1BRSFPH UNIT13MBR600SFPH UNIT14BR698SFPH1010UNIT02A2BRSF PH UNIT15UBR887SF NOTES: 1. MEP RISERS ARE SHOWN FOR REFERENCE MEP DRAWINGS FOR MORE INFORMATION. 2. REFER TO ENLARGED KITCHEN AND BATH ADDITIONAL INFORMATION. 3. FALL ARREST SAFETY ANCHORS. PRO BELL PBE74 00A4 OR APPROVED EQUAL. NOTE THAT LOCATIONS SHOWN ARE INDICATIVE ONLY. FINAL ANCHOR LOCATIONS AND DETAILS ARE SUBJECT OWNER APPROVED CODE COMPLIANT MANUFACTURER ENGINEERED FALL ARREST SYSTEM DESIGN. LEGEND: LOCATION: A9 B C N9 M K TOWER(TYPICAL)FLOORS SCALE: 1/8" = 1'-0"1 37TH FLOOR -OVERALL PLAN UP UP A-521 155 STAIR3702SF 44 VESTIBULE3719SF 2323701SF FD ELEV LOBBY 743720SF EL CLOSET 36 CLOSET3705SF 137 REFUSESTAIR3703SFB36SF3718RM61 VESTIBULE3606SF A-520 A-521 A-520 3'-4" 7'-0 1/2" 3'-0" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 3'-3 1/2" 7'-0 1/2" 3'-0" 9'-0 1/2" 2'-11 1/2" 9'-0 1/2" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0 1/2" 2'-11 1/2" 0"100' 120'-0"120'-0"PE/FIREPE/FIREELEVELEV ELEVELEVPEPEELEVSE T-22T-23T-18 T-19 T-15T-21T-21T-20 T-14T-17T-14 PH-02 PH-03 3'-6" 1/2" 3/8"3'-9 G-35 PH-15 PH-051/8"5' PH-04 A-608 PLUMBING3721CLOSETPH 14 PH 13 PH 12 PH 11 PH 10PH 08 PH 09 T-26 1'-0" 2'-6" AOR PH UNIT03B1BR616SF PH UNIT04C1BR587SF PH UNIT05BR626SF PH 594UNIT101BRSFPH UNIT11SBR629SFPH 718UNIT12TBRSFPH UNIT13MBR600SFPH UNIT14N1BR698SFPH1010UNIT02ABRSF PH UNIT15BR887SF SCALE: 1/8" 1'-0"1 37TH FLOOR -OVERALL PLAN

4 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' BRICK-10" SHELF BRICK SHELF 9'-8"9'-8"9'-8"9'-8"EXTERIOR RES.361511TH3616RES.10TH3614RES.9THTYP.A-541 1/2" SPACED]EQUALLYCOURSES[871/2"19'-3 SPACED]EQUALLYCOURSES[871/2"1/2"19'-3 RES.379712TH 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' -10" 9'-8"9'-8"9'-8"9'-8"EXTERIOR RES.361610TH3614RES.9THA-541A-541 PTAC (ACTIVE)LOUVER RES.361511TH FIXED WINDOW INSULATEDSPACEDBRICKFIXEDPTACSLABALUMINUMCOVERLOUVER(ACTIVE)WINDOWCOURSESEQUALLY91/4" 2'-7" RES.379712TH 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' -10" EXTERIOR RES.RES.36149TH361610THA-541A-541 RES.361511TH BLANK-OFF LOUVER PANEL (INACTIVE) INSULATEDBLANK-OFFSLABALUMINUMCOVERSLIDINGWINDOWLOUVERPANEL(INACTIVE)BRICKCOURSESSPACEDEQUALLYSLIDINGWINDOW 2'-7" 2'-7" RES.379712TH 2'-7" 2'-7" 9TH FLOOR104'-RES.-2" 10TH FLOOR113'-RES.-10" 11TH FLOOR123'-RES.-6" 12TH FLOOR133'-RES.-2" 14TH FLOOR142'-RES.-10" A-511 A-511 A-511 A-511 MTL02L03GL01BGL01MTL02L04GL01GL01BR01 MTL02GL01GL01MTL02GL01GL01BR01BR01BR01 L03 BL04 L04 BL03 L04 BL03 COURSES]FULL[45/8"18'-93/8" COURSES]FULL[45/8"18'-93/8" RES.361511TH PTAC SLEEVE AND ASSEMBLY NORMAN FACE BRICK WITH AIR GAP, CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPOR BARRIER ALUMINUM SLIDING WINDOW ASSEMBLY WITH POWDERCOATED SHADOW BOX FRAME NORMAN FACE BRICK WITH 1" AIR GAP, 2" CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPORWOODBARRIERSILL AT INTERIOR DRAWING NO. NYC DOB NO. PAGE NO. CIVIL DRESDNERENGINEER ROBIN EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ 07302-3085 HOLLWICHDESIGNER KUSHNER WHITEHALL STREET, 14TH FLOOR NEW YORK, NY 10004 351 MARIN LLC 520 U.S. HIGHWAY, 22 EAST P.O. BOX 6872 BRIDGEWATER, NJ 08807 122 MAIN STREET, MADISON, NJ 07940 KHACHATURIAN ENGINEERING ASSOC. 33 WOOD AVE SOUTH, 8TH ST FLOOR ISELIN, NJ 08830 STRUCTURAL DESIMONEENGINEERCONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 HLW Architecture, LLC 3/21/2019 8:39:34 PM Author 18008Checker N/A 351351A-511MarinBlvd.JerseyCityNJ,07302MarinBoulevardSCALE: 1/2" = 1'-0" WALL SECTION @ WINDOWBRICK COURSING SCALE: 1/2" 1'-0" WALL SECTION @ WINDOW -PANELS SCALE: 1/2" 1'-0" WALL SECTION @ WINDOW -PTAC UNITS SCALE: 1/2" ENLARGED1'-0" ELEVATION @ RESIDENTIAL WINDOW SCALE:1 BRICK SHELF AXONOMETRIC SCALE: 1/2" WINDOW1'-0" WALL PLAN DETAIL -TYPICAL 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' BRICK-10" SHELF BRICKEXTERIORSHELF RES.361511TH3616RES.10TH3614RES.9THSPACED]EQUALLYCOURSES[87SPACED]EQUALLYCOURSES[87TYP.A-541 RES.379712TH 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' -10"EXTERIOR RES.361610TH3614RES.9THA-541A-541 PTAC (ACTIVE)LOUVER RES.361511TH FIXED WINDOW INSULATEDSPACEDBRICKFIXEDPTACSLABALUMINUMCOVERLOUVER(ACTIVE)WINDOWCOURSESEQUALLY 2'-7" 2'-7" 2'-7" RES.379712TH 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' -10" 9'-8"9'-8"9'-8"9'-8"EXTERIOR RES.RES.36149TH361610THA-541A-541 RES.361511TH BLANK-OFF LOUVER PANEL (INACTIVE) INSULATEDBLANK-OFFSLABALUMINUMCOVERSLIDINGWINDOWLOUVERPANEL(INACTIVE)BRICKCOURSESSPACEDEQUALLYSLIDINGWINDOW 2'-7" 2'-7" RES.379712TH 2'-7" 2'-7" 9TH FLOOR104'-RES.-2" 10TH FLOOR113'-RES.-10" 11TH FLOOR123'-RES.-6" 12TH FLOOR133'-RES.-2" 14TH FLOOR142'-RES.-10" A-511 A-511 A-511 A-511 MTL02L03GL01GL01MTL02L04GL01GL01BR01 MTL02GL01GL01MTL02GL01GL01BR01BR01BR01 L03L04 L04L03 L04L03 19'-4"19'-4" 9'-8"9'-8"9'-8"9'-8" RES.361511TH PTAC SLEEVE AND ASSEMBLY NORMAN FACE BRICK WITH AIR GAP, 2" CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPOR BARRIER ALUMINUM SLIDING WINDOW ASSEMBLY WITH POWDERCOATED SHADOW BOX FRAME NORMAN FACE BRICK WITH 1" AIR GAP, 2" CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPORWOODBARRIERSILL AT INTERIOR QA BY:PROJECT NO. DRAWING NO. QC NYCBY:DOB NO. PAGE NO. CIVIL DRESDNERENGINEER ROBIN EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ 07302-3085 HOLLWICHDESIGNER KUSHNER WHITEHALL STREET, 14TH FLOOR NEW YORK, NY 10004 351 MARIN LLC 520 U.S. HIGHWAY, 22 EAST P.O. BOX 6872 BRIDGEWATER, NJ 08807 122 MAIN STREET, MADISON, NJ 07940 STRUCTURAL DESIMONEENGINEERCONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 HLW Architecture, LLC 1/2" = 1' 0" 3/21/2019 8:39:34 PM 08/01/18 Author 18008Checker N/A 351351A-511MarinBlvd.JerseyCityNJ,07302MarinBoulevardSCALE: 1/2" = 1'-0" WALL SECTION @ WINDOW BRICK COURSING SCALE: 1/2" = 1'-0" WALL SECTION @ WINDOW -PANELS SCALE: 1/2" = 1'-0" WALL SECTION @ WINDOW -PTAC UNITS SCALE: 1/2" ENLARGED1'-0" ELEVATION @ RESIDENTIAL WINDOW SCALE:1 BRICK SHELF AXONOMETRIC SCALE: 1/2" WINDOW1'-0" WALL PLAN DETAIL -TYPICAL 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' BRICK-10" SHELF BRICK SHELF 9'-8"9'-8"9'-8"9'-8"EXTERIOR RES.361511TH3616RES.10TH3614RES.9THTYP.A-541 1/2" SPACED]EQUALLYCOURSES[871/2"19'-3 SPACED]EQUALLYCOURSES[871/2"1/2"19'-3 RES.379712TH 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' -10" 9'-8"9'-8"9'-8"9'-8"EXTERIOR RES.361610TH3614RES.9THA-541A-541 PTAC (ACTIVE)LOUVER RES.361511TH FIXED WINDOW INSULATEDSPACEDBRICKFIXEDPTACSLABALUMINUMCOVERLOUVER(ACTIVE)WINDOWCOURSESEQUALLY1/4" 2'-7" RES.379712TH 9TH FLOOR -RES. 104' 10TH-2"FLOOR -RES. 113' 11TH-10"FLOOR -RES. 123' 12TH-6"FLOOR -RES. 133' 14TH-2"FLOOR -RES. 142' -10" EXTERIOR RES.RES.36149TH361610THA-541A-541 RES.361511TH BLANK-OFF LOUVER PANEL (INACTIVE) INSULATEDBLANK-OFFSLABALUMINUMCOVERSLIDINGWINDOWLOUVERPANEL(INACTIVE)BRICKCOURSESSPACEDEQUALLYSLIDINGWINDOW 2'-7" 2'-7" RES.379712TH 2'-7" 2'-7" 9TH FLOOR104'-RES.-2" 10TH FLOOR113'-RES.-10" 11TH FLOOR123'-RES.-6" 12TH FLOOR133'-RES.-2" 14TH FLOOR142'-RES.-10" A-511 A-511 A-511 A-511 MTL02L03GL01BGL01MTL02L04GL01GL01BR01 MTL02GL01GL01MTL02GL01GL01BR01BR01BR01 L03 BL04 L04 BL03 L04 BL03 COURSES]FULL[45/8"18'-93/8" COURSES]FULL[45/8"18'-93/8" RES.361511TH PTAC SLEEVE AND ASSEMBLY NORMAN FACE BRICK WITH 1" AIR GAP, CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPOR BARRIER ALUMINUM SLIDING WINDOW ASSEMBLY WITH POWDERCOATED SHADOW BOX FRAME NORMAN FACE BRICK WITH 1" AIR GAP, 2" CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPORWOODBARRIERSILL AT INTERIOR QA BY:PROJECT NO. DRAWING NO. QC NYCBY:DOB NO. PAGE NO. CIVIL DRESDNERENGINEER ROBIN EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ 07302-3085 HOLLWICHDESIGNER KUSHNER WHITEHALL STREET, 14TH FLOOR NEW YORK, NY 10004 351 MARIN LLC 520 U.S. HIGHWAY, 22 EAST P.O. BOX 6872 BRIDGEWATER, NJ 08807 122 MAIN STREET, MADISON, NJ 07940 STRUCTURAL DESIMONEENGINEERCONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 HLW Architecture, LLC 1/2" 1' 0" 3/21/2019 8:39:34 PM 08/01/18 Author 18008Checker N/A 351351A-511MarinBlvd.JerseyCityNJ,07302MarinBoulevardSCALE: 1/2" = 1'-0" WALL SECTION @ WINDOWBRICK COURSING SCALE: 1/2" 1'-0" WALL SECTION @ WINDOW -PANELS SCALE: 1/2" 1'-0" WALL SECTION @ WINDOW -PTAC UNITS SCALE: 1/2" ENLARGED1'-0" ELEVATION @ RESIDENTIAL WINDOW SCALE:1 BRICK SHELF AXONOMETRIC SCALE: 1/2" WINDOW1'-0" WALL PLAN DETAIL -TYPICAL 9TH FLOOR104'-RES.-2" 10TH FLOOR113'-RES.-10" 11TH FLOOR123'-RES.-6" 12TH FLOOR133'-RES.-2" 14TH FLOORA-511142'-RES.-10" COURSES]FULL[45/8"18'-93/8"6 COURSES]FULL[45/8"18'-93/8"6 19'-4"19'-4" BBBRICKSHELFTOSLABRICKSHELFTOSLABRICKSHELFTOSLAB 14TH FLR 11TH FLR 9TH FLR TTOSLABOSLAB9'-8"9'-8"9'-8"9'-8" 10TH FLR 12TH FLR NORMAN FACE BRICK WITH 1" AIR GAP, 2" CONT. INSULATION ON 5/8" WITH CONT. AIR/ VAPOR BARRIER NORTH 2019 HLW Architecture LLCc DRAWINGSCALE: TITLE: DATE: QA BY:PROJECT NO. DRAWING NO. QC NYCBY:DOB NO. PAGE NO. CIVIL DRESDNERENGINEER ROBIN 1 EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ 07302-3085 HOLLWICHDESIGNER KUSHNER 1 WHITEHALL STREET, 14TH FLOOR NEW YORK, NY 10004 351CLIENT MARIN LLC 520 U.S. HIGHWAY, 22 EAST P.O. BOX 6872 BRIDGEWATER, NJ 08807 KEY SIGNATUREARCHITECTPLAN122MAINSTREET, MADISON, NJ 07940 BLOCK: 11508 LOT: 3.01T.V W T. MEP KHACHATURIANENGINEER ENGINEERING ASSOC. 33 WOOD AVE SOUTH, 8TH ST FLOOR ISELIN, NJ 08830 STRUCTURAL DESIMONEENGINEERCONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 LIGHTING 881SPARKCONSULTANTBROADWAY, 5TH FLOOR NEW YORK, NY 10003 LANDSCAPE MELILLOARCHITECT+BAUER ASSOCIATES, INC. 200 UNION AVE BRIELLE, NJ 08730 HLW Architecture, LLC ENVELOPE 28ENTUITIVECONSULTANTWEST44THSTREET, SUITE 1118 NEW YORK, NY 10036 GEOTECH CONSULTANT JZNEVERTRUSTENGINEERINGPLAZA,SUITE 90, JERSEY CITY, NJ 07302-3085WINDTUNNELTESTINGCPP2400MIDPOINTDRIVE, SUITE 190, FORT COLLINS, COLORADO1/2"80525= 1' 0" 08/01/18 Author 18008 ENLARGED ELEVATIONS TYPICAL WINDOWS Checker N/A 351351A-511MarinBlvd.JerseyCityNJ,07302MarinBoulevardSCALE:1 BRICK SHELF AXONOMETRIC -TYPICAL NO.DATEISSUE OR REVISION 211-02-18DD PROGRESS SET 311-16-18100% DESIGN DEVELOPMENT 403-01-19ISSUE FOR CLIENT REVIEW 503-22-19ISSUE FOR BID UP DN UP D DD D A-5211 155 STAIR1002SFA 44 VESTIBULE1019SF 2321001SF FD ELEV LOBBY 801020SF EL CLOSET 137 STAIR1003SFB A-5202 A-5212 A-5201 3'-4" 7'-2" 2'-10 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0 1/2" 2'-8" 7'-10" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-1 1/2" 7'-0 1/2" 3'-4" 1/2"2'-101/2"9'-73'-0"9'-0"3'-0"9'-0"3'-0"1/2"9'-72'-8"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"9'-0"3'-0"8'-4"1'-6"2'-10"100'-0" 120'-0"120'-0"ELEV PE/FIREPE/FIREAELEVB ELEV C PE A-5116 A-5114 A-5115 1001 1002 1003 1010100810111012101310161014 T-21 T-14 T-14 T-20 T-21 T-15T-17 AOR UNIT1002A21BR1004SF UNIT1003B1BR616SF UNIT1009H21BR692SF 450 SF UNIT1010 I 1 595BRSFSTUDIOUNIT1011J430SFSTUDIOUNIT1012K456SFSTUDIOUNIT1013L424SFUNIT1014M1BR608SF STUDIOUNITUNIT1015N21BR675SF1016UNITOSTUDIO438SF1001P435SF ENGINEEREDOWNERANCHORLOCATIONSPBE743.ADDITIONAL2. LEGEND:TOWER SCALE: 1/8" = 1'-0"1 10TH FLOOR -OVERALL PLAN RENDERING I BAY STREET VIEW

6 T F OOR E 6 0 T F OOR E 7 T F OOR E 8 T F OOR E 1 4 2 TH LOOR E 1 1 TH LOOR E 2 6 T F OOR E 5 T F OOR E 4 RD F OOR E 7 0 ND F OOR E 8 S F OOR L 1 ET L SLAB L 7 0 OLD NE S GN GE EE ET L MT 0 6 5 0 5 9 3 1 2 1 8 6 1 1 8 2 2 7 8 2 0 1 4 2 0 6 2 2 1 0 1 4 1 A 5 2 2 2 2 1 8 1 4 1 8 1 1 2 1 7 7 1 9 1 2 1 7 8 2 9 8 2 3 4 1 3 1 5 1 2 0 3 1 4 W NDOW LOC T O S SE A 0 OR T PES W NDOW LOC T O S EE A 0 FO TY ES W DOW LOC T ON SEE A 0 FO TY ES W DOW LOC T ON SEE SCH DUL W NDOW OCA ONS E 5 9 FOR YP S M L 2 M L 5 TY TY 9 0 5 8 9 3 8 3 4 0 3 1 8 2 3 4 5 4 3 4 6 1 6 1 3 1 5 3 4 1 6 44 1 MATER AL LEGEND V S ON G ASS LOUVER PANEL BR CK STUCCO PANEL EXPOSED CMU SPANDREL GLASS METAL PANEL REFER TO A 950 EXTER OR F N SH SCHEDULE FOR MORE DETA LS H S S T U B E 9 3 H S S T U B E 9 3 H S S T U B E 9 3 HSS TUBE 9x3HSS TUBE 9x3 OWE S EE AN HOR PO NT UP ER S EE ANC OR PO N HSS TUBE 9x3 HSS TUBE 9x3 FOL S L A B 7 8 A B O V E H S S T U B E 9 3 H S S T U B E 9 3 H S S T U B E 9 3 H S S T U B E 9 3 C STOM WEDG T BE TE L R NN NG FU L W TH O TH LOOR M TA ANE S SEE TRUC URA D AW NGS 1 5 2 CL C C C C L H S AN ANC OR OCAT ONS O B COO D NA ED W H S RUC URA DR W NGS 1 0 1 1 4 1 1 1 1 6 8 4 1 2 2 3 8 1 0 1 8 1 0 3 8 1 0 3 5 8 1 3 5 1 0 5 3 4 1 7 0 1 2 5 3 7 8 1 2 3 4 5 8 9 0 5 8 9 3 8 3 4 TH F OOR RES ARK G 6 TH F OOR RES ARK G 2 TH F OOR RES ARK G 1 TH F OOR RES ARK G 6 XTE OR 3 G ROOM 63 B DROOM OLUMN EYON CO UMN B YOND OLUMN EYON 1 1 8 9 8 9 8 9 7 7 8 OLD L NE 2 7 S L L 1 0 1 2 11 3/4 9 6 3/4 R O 5/8 2 4 3 4 5/8 1 6 7/8 6 7 1/8 1/2 5/8 2 6 1/4 " 6 11 1/4 1/2 3/4 2 4 7/8 6 11 1/4 1/2 9 5 1/4 R O 8 3 1/4 R O HSS BE O D EE ST UCTU AL DRAW NG HSS BE O D EE ST UCTU AL DRAW NG H B YOND SE S RUC URA DR W GS H S EYOND AL GNED TO S A DGE SEE STR CTUR L DRAW NGS POWDER COA ED AL M NUM RAMED W DOW W 1 NOM NSU A D G AZ NG OWD R COA ED A UM NUM RAMED W NDOW W 1 NOM N UL TE GL Z NG TY POWDER OATED A UM N M FR M D W NDOW W NOM NSU A ED G A NG YP POWDER CO TE A UM N M FR M D W NDOW W NOM NSU A ED G A NG YP NSU A ED LA K OF P NE W TH GR L O MATC AD A ENT P AC GR L ES N UL TE B ANK O F PAN L W H GR L E TO MA CH AD ACE T TAC GR L S NSU A ED L NK O F PAN L W H GR E 2 7 S L L NSU A ED BLAN OF PANE W TH GR L TO MATC AD A ENT P T C GR L ES CUR A N W L AN HOR EE ET L CUR A N WA L ANC OR SE DE A URT N WA L ANCHOR SEE DE A WOOD W NDOWS L @ N R OR WOOD W NDOWS L @ N ER O OD W NDOWS L @ N ER O WOOD W NDOWS L @ N R OR 1 0 C L E A R 8 1 1 C L E A R 1 1 C L E A R 8 1 1 C L E A R 9 1/8 1 7 1/8 9 5 1/2 9 4 1/8 8 2 K N E W L ME A P NE CU OND P U OR S M M TA ANE L UBOND LUS OR M MET L ANE A CUBOND PLUS OR S M 2 7 S L 2 7 S L M NER L WOO F RES F NG AND G L ST E SMOKE EA @ SK B E GES TY M N RA WOO RE AF NG AN GA V S EE SMO ESE L @ S AB EDGES T P M ERA WOOL R SA NG A D GA V TE L MO ES AL @ KAB EDGE YP TH LOO R S P RK NG 6 OLD N SS EYOND S E TRU TUR L CO UMN B YOND CO UMN BE OND 7 3 4 W NDOW EN CA NSU A ED LA K OF ANE W H GR LE MET L ANE AL UBOND L S OR S M W CON NUOU A R POR B RR E ON DEN GL SS SHE TH G AND 6 M TA S UD S EE LA E SEE S RUC URA DR W NGS A GLE S EE TU E SEE S RUC URA C ST N P ACE AN HOR BO T N H F OOR SEE F N SH L NS 1 6 B SE SE F N SH SCH 7DUL 5 H S GR D BE OND SEE S RUC URA DR W NGS H S GR D BE OND SEE S RUC URA DR W NGS 2 7 WOOD S L ON P YWOOD W 1 NO NG EE DET L 1 GWB ON S UD @ N ER OR LOWER W NDOW M L ON NSU AT D ME A PAN L W NDOW N ERMED TE MUL ON WN NG W NDOW OUT W NG HADOW BO FR M MET L PAN L A CUBOND P US OR M W CO T NUO S A R APOR B RR R ON D NSGL SS SHE TH NG AND 6 MET L TUD W NDOW EN CA HADOW BO FR ME AW NG W NDOW OU SW NG OP RAB E W N OW RAME GWB SO F ON ME L STU B OCK NG A REQU RED LOCK NG A REQU RED GA V S E PA EL SMOKE EA M N RA WOO RE AF NG @ CH MFER W L S AB EDGE YP AM NA ED GLA S NER E AM N TED GLA S OU ER E SC DR DR QC NY C D 1 D H 1 C 3 5 K A S 1 B M K 3 S D 1 S 8 A M 2 H E E 2 N G J 1 0 W C 2 C SCALE 1 8 = 1 0 SE CORNER NODE G1 TRUE ELEVATION MAT R A CHEDULE T e h D s p on MAS0 M SONR M L 1 M TAL ANE M L 2 M TAL ANE M L 3 M TAL ANE M L 4 M TAL ANE M L 5 M TAL ANE M L 6 M TAL ANE M L 7 M TAL ANE R S S GN GE R S S GN GE R S S GN GE R T 1 S GN GE R T 2 S GN GE R T 3 S GN GE R T 4 S GN GE R T 5 S GN GE R T 6 S GN GE R T 7 S GN GE TC 1 STU CO P NE REFER O F N S SC EDU E O A 0 OR MORE D TA L MATER A SCH DU E p F n sh e o B 1 P ECA T OL AR B 2 CORNER G ARD B S GNAGE B S GNAGE B S GNAGE B S GNAGE B S GNAGE B S GNAGE BR GR Y M BR CK G 0 G AS G 0 G AS G 0 S ANDREL GL SS G 0 R L NG G ASS L0 A MEC AN AL LO VER W N U AT D B A K OF PANE TO M TCH MT 0 L0 B MEC AN AL LO VER W N U AT D B ANK OF P NE O MA CH M L 2 L0 A MECHAN AL LO VER UN NS LATED TO MA CH M L 1 L0 B MECHAN AL LO VER UN NS LATED TO MA CH M L 2 L0 B A T E PTAC GR L O MA CH M L 2 L0 B ACT VE GR L W NSU AT D B ANK OF P NE O MA CH M L 2 SCALE 1 8 = 1 0" SE CORNER NODE G1 FRAMING LAYOUT SCALE 1 2 = 1 " EXTER OR WALL SECT ON NODE G1 SCALE 1 1 2" = 1 0 SECTION THROUGH WINDOW CHAMFER WALL NODE G1 N 4 5 MT 0 2 2 1 8 1 1 8 1 0 1 2 1 7 7 8 1 0 1 6 7 2 1 9 8 2 5 3 4 1 5 3 1 5 1 2 0 1 4 M L 2 TY TY 9 0 5 8 2 3 4 5 4 3 4 6 1 SS R OR ORE TH LOO R S P RK NG 6 OLD N SS EYOND S E TRU TUR L CO UMN B YOND CO UMN BE OND 7 3 4 W NDOW EN CA NSU A ED LA K OF ANE W GR L MET L ANE AL UBOND LUS OR S M W CON NUOU A R POR B RR E ON DEN GL SS SHE TH G AND 6 M TA S UD S EE PLA E SEE S RUC URA DR W NGS A GLE S E TU E SEE S RUC URA C ST N P ACE AN HOR BO T N F OOR SEE F N SH L NS 1 6 B SE SE F N SH SCH 7DUL 5 H S GR D BE OND SEE S RUC URA DR W NGS H S GR D BE OND SEE S RUC URA DR W NGS 2 7 WOOD S L ON P YWOOD W 1 NO NG EE DET L 1 GW ON S UD @ N ER OR LOWER W DOW M L ON NSU AT D ME AL PAN L W NDOW N ERMED TE MUL ON WN NG W NDOW OUT W NG HADOW BO FR M MET L PAN L A CUBOND PLUS OR S M W CONT NUO S A R APOR B RR ER ON D SGL SS SHE TH NG AND 6 MET TUD W NDOW EN CA HADOW BO FR ME W NG W NDOW OU SW NG OP RAB E W N OW RAME GW SO F ON ME L STU B OCK NG A REQU RED LOCK NG A REQU RED GA V ST E PA EL SMOKE EA M N RA WOO RE AF NG @ CH MFER W L S AB EDGE P AM NA ED GLA S NER E AM N TED GLA S OU ER E SC S T 50 OR SCALE 1 1 2 1 0 SECTION THROUGH WINDOW CHAMFER WALL NODE G1 D E 1 E 1 A-5211 AREACLEARPAINTED UP FROM L5 DN TO L5 C 159 STAIR602SFA 41 VESTIBULE619SF 232601SF FD ELEV LOBBY 85620SF EL CLOSET 57605SF IT CLOSET 137 STAIR603SFB 56 SF A-5212 A-5201 3'-0" 9'-0" 3'-0" 9'-0" 1'-8" 30'-11" 7 1/2" 5 1/2" 68'-7 1/2" 26'-4 1/2" 199'-10" 127'-0" 1/2"3'-01/2"2'-111/2"2'-119'-0"9'-0"3'-0"9'-0" 9'-0" 3'-0" 9'-0" 3'-0 1/2" 9'-0" 2'-11 1/2" 9'-0" 3'-0 1/2" 9'-0" 2'-11 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0" 10'-6" 7'-0" 9'-0" 67'-4"27'-11" 1/2"129'-9 ELEV PE/FIREPE/FIREAELEVB ELEV CELEVPE D PE A-5302 A-5301 A-5311 12315 PARKING621SFGARAGE C C C C CC CC 10%20%16% A-5321 8'-0" 1'-6" 8'-0" 8'-0" 1'-10" 8'-0" 8'-6" 8'-6" 8'-6" 7'-0"8'-0" 1'-10" 5'-0 3/8" 8'-0" 4'-3" 8'-0"8'-0"8'-6" 8'-0" 2'-1" 8'-6" 2'-1" 25'-5" T-19 T-15T-21T-17 T-21A 609608 610611612 614 615 FLOOD LOG STORAGE T-15 T-14 T-20 178'-0 1/4" 167'-7" 606162 70 929190548953 88 93 5179 69 99 AOR 613 T-14 UNIT613Y12BR1033SF UNIT612T21BR710SF UNIT611-711S11BR625SF UNIT610X11BR583SF UNIT609W11BR620SFUNITV1BR701SFUNIT215-715A11BR554SF DRAWINGSCALE: TITLE: DATE: QA BY:PROJECT NO. DRAWING NO. QC NYCBY:DOB NO. PAGE NO. CIVIL DRESDNERENGINEER ROBIN 1 EVERTRUST PLAZA, SUITE 901 JERSEY CITY, NJ KEY BLOCK:SIGNATUREPLAN11508 LOT: 3.01DSTSMO GA ST MADG KAVE D 2N S Y1S MVDOT MEP KHACHATURIANENGINEER ENGINEERING ASSOC. 33 WOOD AVE SOUTH, 8TH ST FLOOR ISELIN, NJ STRUCTURAL DESIMONEENGINEERCONSULTING ENGINEERS 140 BROADWAY, 25TH FLOOR, NEW YORK, NY 10005 LIGHTING 881SPARKCONSULTANTBROADWAY, 5TH FLOOR NEW YORK, NY 10003 LANDSCAPE MELILLOARCHITECT+BAUER ASSOCIATES, INC. 200 UNION AVE BRIELLE, NJ 08730 ENVELOPE 28ENTUITIVECONSULTANTWEST44THSTREET, SUITE 1118 NEW YORK, NY 10036 GEOTECH CONSULTANT JZN ENGINEERING 1 EVERTRUST PLAZA, SUITE 90, JERSEY CITY, NJ 07302-3085WINDTUNNELTESTING2400MIDPOINTDRIVE, SUITE 190, FORT COLLINS, COLORADOCONSTRUCTIONAs80525indicatedAM PLAN 6TH FLOOR (PODIUM) JG N/A 503-22-19ISSUE403-01-19ISSUE311-16-18100%211-02-18DD110-01-18PROGRESSNO.DATEISSUEA-106ORREVISIONSETPROGRESSSETDESIGNDEVELOPMENTFORCLIENTFORBID DNUP D E A-521 HCAREACLEARPAINTED L7FROMDNL7TOUP UP FROM L5 DN TO L5 VERTICAL BIKE STORAGE C C STORAGEBIKEVERTICAL 159 STAIR602SF 41619SF 232 SF FD ELEV LOBBY 85620SF EL CLOSET 57605SF IT CLOSET 137603SF 56 VESTIBULE606SF REFUSE618 RM 231 STAIR604SFA-520 A-521 A-520 5'-4 1/2" 8'-9 1/2" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 1'-8" 30'-11" 7 1/2" 1/2" 68'-7 1/2" 26'-4 1/2" 199'-10" 127'-0" 1/2"3'-01/2"2'-111/2"3'-09'-0"3'-9"11'-9"9'-0"3'-0"9'-0"9'-0"3'-0"9'-0" 9'-0" 3'-0" 9'-0" 3'-0 1/2" 9'-0" 2'-11 1/2" 9'-0" 3'-0 1/2" 9'-0" 2'-11 1/2" 9'-0" 3'-0 1/2" 9'-0" 3'-0" 10'-6" 7'-0" 99'-11" 199'-10 1/2" 9'-0" 67'-4"27'-11" 1/2"129'-9 169'-10" 500 500 -23132" ELEV PE/FIREPE/FIREA ELEV CELEVPE D PEELEVSE A-530 A-530 A-531 A-613 45 SPACES) STOR.BIKEVERT. SPACES) SPACES)27 12315 PARKING621SFGARAGE CC C C CC CC CC A-542 10%20%16% 10% 20% A-542 A-532 A-612 0"22' 8'-0" 4'-3"8'-0"3'-0" 8'-0" 8'-6" 2'-7" 8'-6" 8'-0" 2'-1" 8'-6" 2'-1" 25'-5" 18'-0" 23'-6 3/4" T-22 T-18 T-18 T-19 T-15T-21T-17 T-21A T-16 609 610611612 614 615 FLOOD LOG STORAGE SPRINKLER CL 72'-10" 771/8 500 T-15 T-20 178'-0 1/4" 56'-0" 167'-7" 5859 606162 7080 74757663 548953 88 93 5179 7781 78 69 99 98 64 65 84 83 85 67 87 PTD STEEL CORNER GUARDS TYPICAL 86 82 HIGH CRASH BARRIER 8" HIGH CRASH BARRIER A-543 AOR 613 AOR T-14 UNIT617C21BR465SF UNIT216-716B1STUDIO456SF UNIT613Y12BR1033SF UNIT612T2BR710SF UNIT611-711S1BR625SF UNIT610X1BR583SF UNIT609W1BR620SF608-708UNITBR701SFUNIT215-715A1BR554SF NORTH 2019 HLW Architecture LLC DRAWINGSCALE: TITLE: DATE: QA BY:PROJECT NO.QC NYCBY:DOB NO. PAGE NO. KEY BLOCK:SIGNATUREPLAN11508 LOT: 3.01 JZNGEOTECHARCONSULTANTENGINEERINGEVERTRUSTPLAZA,SUITE 90, JERSEY CITY, NJ 07302-3085CPP2400MIDPOINT DRIVE, SUITE 190, FORT COLLINS, As indicated 07/16/18 AM 18008 CONSTRUCTION PLAN 6TH FLOOR (PODIUM) JG N/A A-106 SCALE: 1/8" = 1'-0"1 6TH FLOOR -OVERALL PLAN NO.DATEISSUE OR REVISION 110-01-18PROGRESS SET 211-02-18DD PROGRESS SET 311-16-18100% DESIGN DEVELOPMENT 403-01-19ISSUE FOR CLIENT REVIEW 503-22-19ISSUE FOR BID 351 MARIN T F OOR E 6 0 T F OOR E 7 T F OOR E 8 T F OOR E 1 4 2 TH LOOR E 1 TH LOOR E 2 T F OOR E 5 T F OOR E 4 RD F OO E 7 0 OLD NE MT 0 5 9 3 2 1 8 3 6 1 1 3 8 2 3 7 2 7 1 4 2 A 5 2 1 7 8 1 0 1 2 1 6 7 2 1 9 8 5 3 1 5 1 5 1 2 2 0 3 1 4 W NDOW LOC T ON EE A 0 FO TY ES W DOW LOC T ON SEE A 0 FOR TY ES W DOW LOC T ON SEE SCHEDUL W NDOW OCA ONS S E 5 9 FOR YP S M L 2 TY TY 9 0 5 8 9 3 8 3 4 0 3 1 8 2 3 4 5 4 3 4 6 1 6 1 6 3 1 6 5 3 4 1 6 44 1 MATER AL LEGEND V S ON G ASS LOUVER PANEL BR CK STUCCO PANEL EXPOSED CMU SPANDREL GLASS METAL PANEL REFER TO A 950 EXTER OR F N SH SCHEDULE FOR MORE DETA LS H S S T U B E 9 x 3 H S S T U B E 9 x 3 H S S T U B E 9 x 3 HSS TUBE 9x3HSS TUBE 9x3 UPPER ST E ANC OR PO N HSS TUBE 9x3 HSS TUBE 9x3 FOL S L A B 7 7 8 A B O V E H S S T U B E 9 3 H S S T U B E 9 3 H S S T U B E 9 3 H S S T U B E 9 3 C STOM WEDG T BE TE L R NN NG FU L W TH O TH LOOR M TA ANE S SEE TRUC URA D AW NGS 1 5 2 CL C C C C 1 0 1 1 4 1 0 1 4 1 6 8 3 4 2 2 3 8 1 0 1 3 8 1 0 3 5 8 0 3 5 8 1 0 5 8 1 2 0 4 5 8 9 0 5 8 9 3 8 3 4 2 1 2 1 8 3 1 2 TH F OOR RES ARK G 2 TH F OOR RES ARK G 1 TH F OOR RES ARK G 6 TH F OOR AMEN Y 2 OLD EX ER O M T AL UBOND PL CUR A N WA L ANC SE D POWDER CO RAMED W NS OWD R CO TED A UM NUM FRAMED W NDOW W NOM NSU AT D G AZ NG T P POWDER FR M D NSU SU ATE B ANK OFF PAN L W TH G L E TO MA CH AD AC NT TA GR L S CU M NE AL WOO RES F G AN S EE SMOK SEA @ SK B DG M N RA WOO S EE SMO ES SS EYOND S E TRU TUR L CO UMN B YOND W NDOW EN CA NSU A ED LA K OF ANE W GR L S EE PLA E SEE H S GR D BE OND SEE S RUC URA DR W NGS 2 7 WOOD S L ON P YWOOD W 1 NO NG EE DET L 1 GW ON S UD @ N ER OR LOWER W DOW M L ON NSU AT D ME AL PAN L W NDOW NT RMED TE MUL ON WN NG W NDOW OUT W NG HADOW BO FR M AM N TED GLA S OU ER E NODE G NO E G O E G NOD G NODE G UPP R NODE G UPP R NODE G PPE NOD G PPE NOD G NMAR N BLVD B A Y S T F R S T S T MAT R A CHEDU E T e h Des p on MAS0 M SONR M L 1 M TAL ANE M L 2 M TAL ANE M L 3 M TAL ANE M L 4 M TAL ANE M L 5 M TAL ANE M L 6 M TAL ANE M L 7 M TA ANE R S S GN GE R S S GN GE R S S GN GE R T S GN GE R T S GN GE R T S GN GE R T S GN GE R T S GN GE R T S GN GE R T S GN GE TC 1 STU CO P NE REFER O F N S SC EDU E O A 50 OR MO E D TA L MA ER A SCH DU E p F n sh De B 1 P ECA T OL ARD B 2 CORNER G ARD B S GNAGE B S GNAGE B S GNAGE B S GNAGE B S GNAGE B S GNAGE BR GR Y M BR CK G 0 G AS G 0 G AS G 0 S ANDREL GL SS G 0 R L NG G AS L A MEC AN AL LO VER W N U AT D B ANK OF PANE TO M TCH MT 0 L B MEC AN AL LO VER W N U AT D B ANK OF P NE O MA CH M L 2 L A MECHAN AL LO VER U NS LATED TO MA CH M L 1 L B MECHAN AL LO VER U NS LATED TO MA CH M L 2 L B A T E PTAC GR L O MA CH M L 2 L B ACT VE GR L W N U AT D B ANK OF P NE O MA CH M L 2 SCALE 1 1 2 = 1 0 UPPER STRUCTURAL ANCHOR ENLARGED ELEVATION SCALE 1 1 2 = 1 0 LOWER STRUCTURAL ANCHOR ENLARGED ELEVATION SCALE 1 = 50 0 KEY PLAN CHAMFERED NODES

8 6TH FLOOR EL 66 1 7TH FLOOR EL 76 6 8TH FLOOR EL 88 2 9TH FLOOR EL 104 1 TH F OOR E 113 1 1 TH F OOR E 23 6 5TH FLOOR EL 5 2 4TH FLOOR EL 4 6 3RD LOOR EL 7 1 2ND LOOR EL 8 0 1S FLOOR EL 1 RETA SL EL 7 0 TUBE 9x3 FOLD CUSTOM WEDGE TUBE S EEL RUNN NG FUL W D H O 6TH FLOOR METAL PANELS SEE STRUCTURA DRAW NGS AND ANCHOR OCA ON TO BE A ED W H STRUCTURA DRAW NGS TH F OOR RE PARK NG 7 6 TH F OOR RE PARK NG 7 2 TH F OOR RE PARK NG 6 1 TH F OOR RE PARK NG 6 6 TH F OOR MEN Y 8 2 E TER OR 3 35 V NG ROOM 632 BEDROOM CO UMN BEYOND COLUMN BEYOND CO UMN B YOND CO UMN BEYOND COLUMN BEYOND 1 1 8 9 8 9 8 9 8 AWN NG W NDOW OUTSW NG 7 7 8 FOLD NE 2 7 S L L EXTER OR ME AL PANE A CU OND P US OR S M 9 1 R O 3 3" 1 0 1/2 11 3/4 9 6 3/4 R O CURTA N WAL ANCHOR SEE DETA 5/8 2 4 3/4 6 7 1/8 1/2 5/8 1 6 7/8 6 7 1/8 1/2 5/8 2 6 1/4 6 11 1/4 1/2 3/4 2 4 7/8 6 11 1/4 " 1/2 9 5 1/4 R O 8 3 1/4 R O HSS BEYOND SEE S RUC URAL DRAW NGS HSS BEYOND SEE STRUCTURA DRAW NGS HSS BE OND SEE STRUCTURA DRAW NGS HSS BEYOND SE STRUCTURAL DRAW NGS HSS EYOND AL GNED TO S AB EDGE E STRUCTURA DRAW NGS GWB O F T @ NTER OR POWD R COA ED A UM NUM R MED W NDOW W 1 NOM N U ATED G AZ NG POWDER COATED ALUM NUM FRAMED W NDOW W NOM NSU ATED GL Z NG TYP POWDER COATED ALUM NUM FRAMED W NDOW W NOM NSU ATED GLA NG POWD R COA ED A UM NUM R MED W NDOW W 1 NOM NSULA D G AZ NG P POWDER COATED A UM NUM FRAMED W NDOW W 1 NOM NSULATED GLAZ NG YP POWDER COATED ALUM NUM FRAMED W NDOW W NOM NSU ATED GLA NG TYP NSULA ED BL N O F PANE W TH GR LE TO MA CH ADJ CENT P TAC GR LES NSULAT D BLANK OF PANEL W TH GR L E O MATCH ADJACEN P TAC GR LES NSUL TED B ANK O F PANEL W TH GR L E NSULATED B ANK O F PANE W TH GR LE TO M TCH AD ACENT P TAC GR LES 2 7 S L L 2 7 S L L NSU ATED B ANK OFF PANE W H GR LL TO MATCH AD ACENT P AC GR L ES CURTA N WAL ANCHOR SEE D A L CUR A N WA L NCHOR SEE DE L CURTA N WAL ANCHOR SEE DETA WOOD W NDOWS L @ NTER OR WOOD W NDOWS L @ N ER OR WOOD W NDOWS LL @ N R OR WOOD W NDOWS L @ NTER OR WOOD W NDOWS L @ NTER OR 1 0 9 C L E A R 8 1 1 C L E A R 8 1 1 C L E A R 8 1 1 C L E A R 9 1/8 " 1 7 1/8 9 5 1/2 9 4 1/8 8 11 7/8 8 2 1 K N E E W A L L 7 8 META PANEL ALCUBOND PLU OR S M ME AL P N L A CUBOND LUS OR S M META PANE ALCUBOND P US OR S M 2 7 S L L 2 7 S L L M NERAL WOO F RESA NG AND GALV S EL SMOKESEA @ SKAB EDGES TYP M N RAL WOOL F RESA NG AND GA V STEE SMO ESEAL @ SKAB EDGES TYP M NERA WOOL RESAF NG AND GA V STEE SMOKE EAL @ SKAB EDGES YP M NERAL WOO F R SAF NG AND GALV S EEL MOKESEA @ SKAB EDGES TYP NOD G NODE G4 UPPER NODE G7 UPPER NODE G6 N F R S T S T NORTH L C SCALE DRAW NG T LE DATE QA PROJ C NO DRAW NG NO QC BY NYC DOB NO PAGE NO L N E DRESDNER ROB N EVER RUS PLA A SU E 9 1 ERSEY C Y N 0 30 3 8 S G R HOLLW CH KUSHNER WH TEHAL STREE 1 TH F OOR NEW YORK NY 0 04 T 351 MAR N LLC 2 U S H GHWAY 2 EAS P O BOX 8 2 BR DGEWATER N 0 8 7 KEY PLAN C C S GNATURE 2 MA N STREE MAD SON NJ 0 94 BLOCK 11508 LOT 3 01 M R WAR GN P E G N R KHACHATUR AN ENG NEER NG ASSOC 3 WOOD VE SOUTH TH ST LOOR SEL N NJ 08 3 R T A E G N R DES MONE CONSULT NG ENG NEERS 4 BROADWAY 25 H FLOOR NEW YORK NY 00 5 G G C N U N SPARK 8 BROADWAY 5TH LOOR NEW YORK NY 10 0 D C R H E MEL LLO + BAUER ASSOC ATES NC 0 UN ON AVE BR LL NJ 08 3 HLW A ch ec u e LLC V OP C N T T ENTU T VE 8 WEST 4 H STREET SU TE 1 8 NEW YORK NY 0 3 G O C C N T T JZN ENG NEER NG 1 EVER RUST PLAZA SU E 9 ERSEY C Y NJ 07 0 3 85 D T N S N CPP 4 0 M DPO NT DR E SU T 1 0 OR CO L NS CO ORADO 0 2 As nd ca ed 12 06 18 AM 18008 SECTIONS & ENLARGED ELEVATIONS NODE G1 JG N A A-532 351 Mar n Blvd Jersey C ty NJ, 07302 351 Mar n Boulevard LAYOUT SCALE 1 2 = 1 0 EXTERIOR WALL SECTION NODE G1 D NODES NO DATE SSUE OR REV S ON 4 03 01 19 SSUE FOR CL ENT REV EW 5 03 22 19 SSUE FOR B D 6TH FLOOR EL 66 1 7TH FLOOR EL 76 6 8TH FLOOR EL 88 2 9TH FLOOR EL 104 1 TH F OOR E 113 1 1 TH F OOR E 23 6 5TH FLOOR EL 5 2 4TH FLOOR EL 4 6 3RD LOOR EL 7 1 2ND LOOR EL 8 0 1S FLOOR EL 1 RETA SL EL 7 0 TUBE 9x3 FOLD CUSTOM WEDGE TUBE S EEL RUNN NG FUL W D H O 6TH FLOOR METAL PANELS SEE STRUCTURA DRAW NGS AND ANCHOR OCA ON TO BE A ED W H STRUCTURA DRAW NGS TH F OOR RE PARK NG 7 6 TH F OOR RE PARK NG 7 2 TH F OOR RE PARK NG 6 1 TH F OOR RE PARK NG 6 6 TH F OOR MEN Y 8 2 E TER OR 3 35 V NG ROOM 632 BEDROOM CO UMN BEYOND COLUMN BEYOND CO UMN B YOND CO UMN BEYOND COLUMN BE OND 1 1 8 9 8 9 8 9 8 AWN NG W NDOW OUTSW NG 7 7 8 FOLD NE 2 7 L L EXTER OR ME AL PANE A CU OND P US OR S M 9 1 R O 3 3 1 0 1/2 11 3/4 9 6 3/4 R O CURTA N WAL ANCHOR SEE DETA 5/8 2 4 3/4 6 7 1/8" 1/2 5/8" 1 6 7/8 6 7 1/8" 1/2 5/8 2 6 1/4 6 11 1/4 1/2 3/4 2 4 7/8 6 11 1/4 " 1/2 9 5 1/4 R O 8 3 1/4 R O HSS BEYOND SEE S RUC URAL DRAW NGS HSS BEYOND SEE STRUCTURA DRAW NGS HSS BE OND SEE STRUCTURA DRAW NGS HSS BEYOND SE STRUCTURAL DRAW NGS HSS EYOND AL GNED TO S AB EDGE E STRUCTURA DRAW NGS GWB O F T @ NTER OR POWD R COA ED A UM NUM R MED W NDOW W 1 NOM N U ATED G AZ NG POWDER COATED ALUM NUM FRAMED W NDOW W NOM NSU ATED GL Z NG TYP POWDER COATED ALUM NUM FRAMED W NDOW W NOM NSU ATED GLA NG POWD R COA ED A UM NUM R MED W NDOW W 1 NOM NSULA D G AZ NG T P POWDER COATED A UM NUM FRAMED W NDOW W 1 NOM NSULATED GLAZ NG YP POWDER COATED ALUM NUM FRAMED W NDOW W NOM NSU ATED GLA NG TYP NSULA ED BL N O F PANE W TH GR LE TO MA CH ADJ CENT P TAC GR LES NSULAT D BLANK OF PANEL W TH GR L E O MATCH ADJACEN P TAC GR LES NSUL TED B ANK O F PANEL W TH GR L E NSULATED BLANK O F PANE W TH GR LE TO M TCH AD ACENT P TAC GR LES 2 7 S L L 2 7 L NSU ATED B ANK OFF PANE W H GR LL TO MATCH AD ACENT P AC GR L ES CURTA N WAL ANCHOR SEE D A L CUR A N WA L NCHOR SEE DE L CURTA N WAL ANCHOR SEE DETA L WOOD W NDOWS L @ NTER OR WOOD W NDOWS L @ N ER OR WOOD W NDOWS LL @ N R OR WOOD W NDOWS L @ NTER OR WOOD W NDOWS L @ NTER OR 1 0 9 C L E A R 8 1 1 C E A R 8 1 1 C L E A R 8 1 1 C L E A R 9 1/8 " 1 7 1/8 9 5 1/2 9 4 1/8 8 11 7/8 8 2 1 6 K N E E W L L 7 8 META PANEL ALCUBOND PLU OR S M ME AL P N L A CUBOND LUS OR S M META PANE ALCUBOND P US OR S M 2 7 S L L 2 7 S L L M NERAL WOO F RESA NG AND GALV S EL SMOKESEA @ SKAB EDGES TYP M N RAL WOOL F RESA NG AND GA V STEE SMO ESEAL @ SKAB EDGES TYP M NERA WOOL RESAF NG AND GA V STEE SMOKE EAL @ SKAB EDGES YP M NERAL WOO F R SAF NG AND GALV S EEL MOKESEA @ SKAB EDGES TYP NOD G NODE G4 UPPER NODE G7 UPPER NODE G6 N F I R S T S T NORTH L C SCALE DRAW NG T LE DATE QA PROJ C NO DRAW NG NO QC BY NYC DOB NO PAGE NO L N E DRESDNER ROB N EVER RUS PLA A SU E 9 1 ERSEY C Y N 0 30 3 8 S G R HOLLW CH KUSHNER WH TEHAL STREE 1 TH F OOR NEW YORK NY 0 04 T 351 MAR N LLC 2 U S H GHWAY 2 EAS P O BOX 8 2 BR DGEWATER N 0 8 7 KEY PLAN C C S GNATURE 2 MA N STREE MAD SON NJ 0 94 BLOCK 11508 LOT 3 01 G N WAR S A R G P E G N R KHACHATUR AN ENG NEER NG ASSOC 3 WOOD VE SOUTH TH ST LOOR SEL N NJ 08 3 R T A E G N R DES MONE CONSULT NG ENG NEERS 4 BROADWAY 25 H FLOOR NEW YORK NY 00 5 G G C N U N SPARK 8 BROADWAY 5TH LOOR NEW YORK NY 10 0 D C R H E MEL LLO + BAUER ASSOC ATES NC 0 UN ON AVE BR LL NJ 08 3 HLW A ch ec u e LLC V OP C N T T ENTU T VE 8 WEST 4 H STREET SU TE 1 8 NEW YORK NY 0 3 G O C C N T T JZN ENG NEER NG 1 EVER RUST PLAZA SU E 9 ERSEY C Y NJ 07 0 3 85 D T N S N CPP 4 0 M DPO NT DR E SU T 1 0 OR CO L NS CO ORADO 0 2 As nd ca ed 12 06 18 AM 18008 SECTIONS & ENLARGED ELEVATIONS - NODE G1 JG N A A-532 351 Mar n Blvd Jersey C ty NJ, 07302 351 Mar n Boulevard LAYOUT SCALE 1 2 = 1 0 EXTERIOR WALL SECTION NODE G1 D NODES NO DATE SSUE OR REV S ON 4 03 01 19 SSUE FOR CL ENT REV EW 5 03 22 19 FOR B D

Job

ProfessionalSheetNo.Title Seal

Sheet Number DrawnScaleDate Checked NY SED PROEJCT CONTROL NO: AS08/28/15NOTED A202 FIRST FLOOR PLAN CONSTRUCTIONAuthor2014-1104Checker66-20-01-03-0-006-016DOCUMENTS1/8" = 1'-0"1 FIRST FLOOR PLAN Key Plan NorthProject No.Date Issue 107/02/15ISSUED FOR PRICING 208/28/15S.E.D. SUBMISSION ≡ BUILT WORKS ≡ ≡ HEATHCOTE ELEMENTARY SCHOOL ≡ [EDUCATION; CONSTRUCTION COMPLETED 2018] Additions and alterations designed in response to teachers’ long overdue need for better lit and ventilated offices, as well as updating an outdated auditorium space. The project team developed details to fit the vernacular of the existing school and surrounding context, while also meeting capacity needs of a growing student population.

9 97135 H J K NEW MULTI-PURPOSE ROOM ROOF ASSEMBLY -EPDM MEMBRANE ROOFING -1 LAYER 3/4" CDX PLYWOOD SHEATHING -TAPERED RIGID INSULATION (MIN. 4.5") -STRUCTURAL METAL DECKING -STEEL -INTEGRATEDFRAMINGGUTTER FASCIA ASSEMBLY (MARPEC OR SIM.) -COPPER DOWNSPOUTS -AZEK FASCIA, TRIM DETAILING PROVIDEDOWNSPOUTSGUTTER NEW EPDM ROOF NEW EPDM ASSEMBLYROOF NEW CANOPY NEW EPDM ASSEMBLYROOF EXISTING CHIMNEY TO REMAIN EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF PROVIDE SOLATUBE 10'-2" SKYLIGHTPROVIDE B 1110 F N 8642 C D E 6'-6"12'-8"2'-4"12'-8"2'-7"12'-9"8'-0"1'-10"13'-2"7'-4" 33'-4" 6'-6" 9'-9" 14'-8" 14'-8" 16'-1" 15'-0" 15'-0" 21'-1" A G L M O RD RDRDRD RD RD RD RD RD EXISTING ROOF NEW OVERHANG TO MATCH AND LINE UP W/ EXISTING ADJACENT SEE MEP DRAWINGS FOR EQUIPMENT THIS AREA PROVIDE ANDFLASHINGCONTINUOUSATCHIMNEYNEWROOF kaeyer, garment & davidson architects, pc 285 main street mount kisco, new york 10549 p:914.666.5900 f:914.666.0051 kgdarchitects.com Job ProfessionalSheetNo.Title Seal NOTE: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED ARCHITECTS, PC (KG&D), AND WERE CREATED FOR USE THIS PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF (KG&D). CONDITIONS SHOWN. SHOP DETAILS MUST SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. SEAL AFFIXED HERETO, VIOLATION OF TITLE VII, SECT. 69.5 (b) OF NEW YORK STATE COPYRIGHTLAW. KAEYER, GARMENT, DAVIDSON ARCHITECTS ENGINEERS, PC Sheet Number DrawnScaleDate Checked NY SED PROEJCT CONTROL NO: AS08/28/15NOTED CONSTRUCTIONAuthorFreeScarsdaleScarsdale,ROOFA203PLAN26PalmerAvenue,NY10583UnionSchoolDistrictHEATHCOTEELEMENTARYAdditions&Alterations2014-1104Checker66-20-01-03-0-006-016DOCUMENTS1/8" 1'-0"1 ROOF PLAN No.Date Issue 107/02/15ISSUED FOR PRICING 208/28/15S.E.D. SUBMISSION J K EXISTING CHIMNEY TO REMAIN ROOF EXISTING ROOF EXISTING ROOF N 15'-0" 21'-1" L M O RD RD NEW OVERHANG TO MATCH AND LINE UP W/ EXISTINGANDFLASHINGPROVIDEADJACENTCONTINUOUSATCHIMNEYNEWROOF p:914.666.5900 f:914.666.0051 kgdarchitects.com Job ProfessionalSheetNo.Title Seal NOTE: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF KAEYER, GARMENT, & DAVIDSON ARCHITECTS, PC (KG&D), AND WERE CREATED FOR USE ON THIS PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF (KG&D). WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL ACTUAL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ALTERATIONS BY ANY PERSON, IN ANY WAY, OF ANY ITEM CONTAINED ON THIS DOCUMENT, UNLESS ACTING UNDER THE DIRECTION OF THE LICENCED ARCHITECT WHOSE PROFESSIONAL SEAL IS AFFIXED HERETO, IS VIOLATION OF TITLE VII, SECT. 69.5 (b) OF NEW YORK STATE COPYRIGHTLAW. KAEYER, GARMENT, & DAVIDSON ARCHITECTS ENGINEERS, PC ALL RIGHTS RESERVED. Sheet Number DrawnScaleDate Checked NY SED PROEJCT CONTROL NO: AS08/28/15NOTED CONSTRUCTIONAuthor2014-1104ROOFA203PLANChecker66-20-01-03-0-006-016DOCUMENTS1/8" = 1'-0"1 ROOF PLAN No.Date Issue 107/02/15ISSUED FOR PRICING 208/28/15S.E.D. SUBMISSION DN A3011 A3012 A302 A3022 A302 A401 2 3 4 A401 10 A3021 97135 H J K CORRIDOR 103 1983 SF MULTI-PURPOSEROOM B24 3305 SF GYMNASIUM B9 132 SF P.E. OFFICE B9e 162 SF G. TOILET 158B21SFB. TOILET B20 406 SF KITCHENSERVERYPREP B19 192 SF P.E. STORAGE B9d 105 SF STORAGE B18 ELECT. B15 2294 SF MULTI-PURPOSE B10 169 SF OFFICE B12 179 SF OFFICE B11STOR. B10a 141 SF MULTI-PURPOSESTORAGE B23 91 SF VESTIBULE B22 COURTYARD 169 SF OFFICE B13 184 SF OFFICE B14 PARTITIONFOLDING 62'-8" EXTERIOR WALL ASSEMBLY -FACE BRICK -AIR SPACE -3" RIGID INSUALTION -8" GROUND FACE CMU -REINFORCED CONCRETE FOUNDATION FOOTING DATA B17 JAN. B16 WOMEN'S T. B7 MEN'S T. B8 CORRIDOR 100 CL B9a CL B9b CL B9c CUST. B6 T. B5 ST. B4 CORR. 102 CORRIDOR 101 B10B19bB19c B17 B19a B15B10bB10a B14 B13 B12 B11 100b100a B9eB9B24bB24a B18 B16 10' 10" B24dB24c B21B20 B9d M6 M8 M6M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6M6 M6M4 M12 M6 M6 M12 M6 M4 M6 M6 M6 M6 M6 W2 FLOOR SLAB-5"RENOVATEDTHROUGHOUTCONSTRUCTIONOFFICEAREAREINFORCEDCONCRETEONGRADE FLOOR UNDERSLABSYSTEM;-RADIANTSLAB-5"ROOMTHROUGHOUTCONSTRUCTIONMULTI-PURPOSEREINFORCEDCONCRETEONGRADEFLOORHEATINGPROVIDEFULLINSULATION 2'-1 1/2" 1'-3"11'-8"4'-11 1/2"8'-5 1/2" 17'-0" 1/2"1'-39'-6"14'-6"12'-1" 1/2"9'-7 1/2"4'-101/2"8'-5 B A803 11 A8013 A802 B23 A301 6 A301 A301 A401 8 A302 A8023 A8041A801 B22b B9f B9g A8012 A804 A803 A8043 A804 A8031S3A8032S1S1 S7 S5 A8044A8041 A802 10 F N 8642 C D E 6'-6"12'-8"2'-4"12'-8"2'-7"12'-9"8'-0"1'-10"13'-2"7'-4" A 5/8"31'3/8"14'5/8"1'3/8"14'5/8"1'3/8"14'5/8"1'3/8"014'5/8"1' PROVIDE GREEN GRID (MCNICHOLS OR EQ.) W/ BUILT IN CONC. PLANTER BELOW G L M O 1' 3/4" 14' 3" 1' 3/4" 14' 3" 1' 3/4" 14' 3" 1' 3/4" 14' 3" 1' 3/4" 14' 3" 1' 3/4" 14' 3" 1' 3/4" 14' 3" 1' 3/4" 33' 4" 6' 1/2" 1/4" 14' 8" 14' 3/4" 15' 3/4" 1/2" 15' 0" 15' 0" 6" 15' 7" 5' 0" 10' 1/2" 1/2"613' DOUBLE CMU 8"4'9"2'4"5' 1/4"42'8"4' DOUBLE CMU WALL 6' 0" 8 3/4" M8 1 1 2 2 0"14' 15' 10 1/2" 14' 6 1/2" 14' 6 1/2" 1/4" 2" 10' 6" CONSTRUCTIONNEWEXISTING TO RENOVATEDBE 18' 0" 10' 0" 2' 5 1/2" 13' 0" 6 1/2" 38' 3/4" DENOTES AREA OF NO ARCHITECTURAL EXISTINGWORK WALL NEW WALL NEW 2-HR PARTITION NEW WINDOW, STOREFRONT OR MTL. ASSEMBLY TYPE (SEE A902) NEW DOOR TYPE (SEE A902) NEW WALL TYPE (SEE A901) NEW CASEWORK TYPE (SEE A404) LEGEND 1011i1t1i GENERAL NOTES 1. ALL CORRIDOR WALLS ARE TO HAVE AT LEAST 1hr FIRE RATING. 2. DIMENSIONS SHOWN FOR INTERIOR WALLS ARE FROM FACE OF FINISH 3. FACE OF ADJACENT WALL TO EDGE OF DOOR FRAME IS 4" (TYP) U.N.O. 4. IP DENOTES CUSTOM "INFO PANEL" SHALL BE LOCATION FOR LIGHT SWITCHES, THERMOSTAT, SPEAKER, PHONE & CLOCK (SEE ELEC. DWGS). 5. SEE SPECIFICATIONS 09000 FOR ROOM FINISH 6.SCHEDULE.SEEDRAWING A601 FOR REFLECTED CEILING PLANS. 7. RW DENOTES RESCUE WINDOW 8. "VD" TAGS DENOTE VISUAL DISPLAY BOARDS (MARKERBOARDS, TACKBOARDS, SMARTBOARDS). SEE A905 AND SPEC. COORDINATE POWER AND DATA HOOKSUPS FOR SMART BOARDS (VD6 AND VD16) kaeyer, garment & davidson architects, 285 main street mount kisco, new york p:914.666.5900 f:914.666.0051 kgdarchitects.com Job ProfessionalSheetNo.Title Seal ARCHITECTS, (KG&D), AND WERE CREATED FOR USE ON THIS PROJECT. NONE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL USED BY OR DISCLOSED PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION (KG&D). CONDITIONS SHOWN. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR BEFORE PROCEEDING WITH FABRICATION. SEAL AFFIXED HERETO, VIOLATION OF TITLE VII, SECT. 69.5 OF NEW LAW. Sheet Number DrawnScaleDate Checked NY SED PROEJCT CONTROL NO: AS08/28/15NOTED A202 FIRST FLOOR PLAN 26 Palmer Avenue, Scarsdale, NY 10583 Scarsdale Union Free School CONSTRUCTIONAuthor2014-1104ELEMENTARYHEATHCOTEDistrictAdditions&AlterationsChecker66-20-01-03-0-006-016DOCUMENTS1/8" = 1'-0"1 FIRST FLOOR PLAN Key Plan NorthProject No.Date Issue 107/02/15ISSUED FOR PRICING 208/28/15S.E.D. SUBMISSION DN A3011 A3025A3024 A401 1 2 3 4 A401 109 A3021 CORRIDOR 103 1983 SF MULTI-PURPOSEROOM B24 3305 SF GYMNASIUM B9 132 SF P.E. OFFICE B9e 162 SF G. TOILET 158B21SFB. TOILET B20 406 SF KITCHENSERVERYPREP B19 192 SF P.E. STORAGE B9d 105 SF STORAGE B18 ELECT. B15 2294 SF MULTI-PURPOSE B10 169 SF OFFICE B12 179 SF OFFICE B11STOR. B10a 141 SF MULTI-PURPOSESTORAGE B23 91 SF VESTIBULE B22 COURTYARD 169 SF OFFICE B13 184 SF OFFICE B14 PARTITIONFOLDING DATA B17 JAN. B16 WOMEN'S T. B7 MEN'S T. B8 CORRIDOR 100 CL B9a CL B9b CL B9c CUST. B6 T. B5 ST. B4 CORR. 102 CORRIDOR 101 B10B19bB19c B17 B19a B15B10bB10a B14 B13 B12 B11 100b100a B9eB9B24bB24a B18 B16 10' - 10" B21B20 B9d M6 M8 M6M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6M6 M6M4 M12 M6 M6 M12 M6 M4 M6 M6 M6 M6 M6 W2 FLOOR SLAB-5"RENOVATEDTHROUGHOUTCONSTRUCTIONOFFICEAREAREINFORCEDCONCRETEONGRADE FLOOR UNDERSLABSYSTEM;-RADIANTROOMTHROUGHOUTCONSTRUCTIONMULTI-PURPOSEREINFORCEDCONCRETEONGRADEFLOORHEATINGPROVIDEFULLINSULATION 2'-1 1/2" 1'-3"11'-8"4'-11 1/2"8'-5 1/2" 17'-0" 1/2"1'-39'-6"14'-6"12'-1" 1/2"9'-7 1/2"4'-101/2"8'-5 1'-8"8'-0" A8035 A8021 B23 A301 5 76 A3014 A401 7 6 5 8 A8023 A80461A801 B22b B9f B9g A8047 A8033 A8043 A8045 A8031 A8032 S3 S7 S5 A8044A8041 A8022 1' 3 3/4" 14' 3" 1' 3 3/4" 14' - 3" 1' - 3 3/4" 14' - 3" 1' - 3 3/4" 14' - 3" 1' - 3 3/4" 14' - 3" 1' 3 3/4" 14' 3" 1' 3 3/4" 14' 3" 1' 3 3/4" 33' 4" 6' - 6 1/2" 9' - 9 1/4" 14' 8" 14' - 7 3/4" 15' - 6 3/4" 6 1/2" 15' 0" 15' - 0" 6" 15' 7" 5' - 0" 10' 6 1/2" 1/4"89'4"-4'1/2"6-13' DOUBLE CMU 1/4"4-2'8"-4'9"2'4"-5' 1/4"4-2'8"-4' DOUBLE CMU WALL 6' 0" 3' - 8 3/4" 1/2"2-2'0"-6'10"-2' M8 1 1 11 1 1 1 1 1 2 2 2 2 2 2 2 0"-14' 0"-7' 2 15' 10 1/2" 14' 6 1/2" 14' 6 1/2" 8 1/4" 9' - 2" 10' - 6" CONSTRUCTIONNEWEXISTING TO RENOVATEDBE 18' - 0" 10' 0" 2' - 5 1/2" 13' - 0" 6 1/2" 38' 7 3/4" DENOTES AREA OF NO ARCHITECTURAL EXISTINGWORK WALL NEW WALL NEW 2-HR PARTITION NEW WINDOW, STOREFRONT OR HOLLOW MTL. ASSEMBLY TYPE (SEE A902) NEW DOOR TYPE (SEE A902) NEW WALL TYPE (SEE A901) NEW CASEWORK TYPE (SEE A404) LEGEND 1011i1t1i p:914.666.5900 f:914.666.0051 kgdarchitects.com

NY SED PROEJCT

NY SED PROEJCT CONTROL NO: 26 Palmer Avenue, Scarsdale, NY 10583 Scarsdale Union Free School CONSTRUCTION66-20-01-03-0-006-016DistrictDOCUMENTS 1/8" = 1'-0"5 OFFICE SECTION W - E 1/8" = 1'-0"4 CORRIDOR SECTION W - E PERSPECTIVE 1/8" = 1'-0"3 CORRIDOR SECTION S-N 208/28/15S.E.D. SUBMISSION Key Plan NorthProject P001PLUMBINGPLUMBING SYMBOLS & ABBREVIATIONS, NOTES, & DETAILS P101 PARTIAL PLUMBING FIRST FLOOR DEMOLITION PLAN P102 PARTIAL PLUMBING ROOF DEMOLITION PLAN P200 PARTIAL PLUMBING OVERALL PLAN P201 PLUMBING FIRST FLOOR PLAN P202 PLUMBING ROOF PLAN P401 PLUMBING KITCHEN NEW WORK PART PLAN P501 PLUMBING RISER DIAGRAMS M001MECHANICALMECHANICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES M101 MECHANICAL FIRST FLOOR DEMOLITION PLAN M102 MECHANICAL ROOF DEMOLITION PART PLAN M200 MECHANICAL OVERALL PLAN M201 MECHANICAL FIRST FLOOR PLAN M202 MECHANICAL ROOF PLAN M301 MECHANICAL FIRST FLOOR NEW PIPING PLAN M401 MECHANICAL KITCHEN NEW WORK PART PLAN M601 MECHANICAL SCHEDULES & EQUIPMENT NOTES M602 MECHANICAL SCHEDULES M701 MECHANICAL DETAILS M702 MECHANICAL DETAILS M703 MECHANICAL DETAILS E001ELECTRICALELECTRICAL SYMBOLS, ABBREVIATIONS, & GENERAL NOTES E101 ELECTRICAL FIRST FLOOR DEMOLITION PLAN E102 ELECTRICAL FIRST FLOOR CEILING DEMOLITION PLAN E201 ELECTRICAL FIRST FLOOR CEILING PLAN E301 ELECTRICAL BASEMENT POWER PLAN E302 ELECTRICAL FIRST FLOOR POWER PLAN E303 ELECTRICAL ROOF POWER PLAN E501 ELECTRICAL ONE-LINE DIAGRAM E502 FIRE ALARM RISER DIAGRAM E601 ELECTRICAL SCHEDULES E701 ELECTRICAL DETAILS E702 ELECTRICAL DETAILS S100STRUCTURALGENERAL NOTES & MATERIAL SPECIFICATIONS S101 FOUNDATION & SLAB ON GRADE PLAN S102 ROOF FRAMING PLAN S201 TYPICAL FOUNDATION DETAILS S202 TYPICAL FOUNDATION DETAILS S203 FOUNDATION SECTIONS S301 TYPICAL FRAMING DETAILS S302 FRAMING SECTIONS S401 TYPICAL MASONRY DETAILS S402 MASONRY SECTIONS KITCHEN fax: STRUCTURAL ENGINEER fax: MECHANICAL ENGINEER fax:phone:phone:phone: SPECIFICATION CONSULTANT fax:phone: COVERT1 285 Main Street Mt. Kisco, NY 10549 914.666.0051 ENGINEERINGDISALVO GROUP Lee Farm Corporate Park 83 Wooster Heights Rd, Suite 200 Danbury, CT 06810 203.431.6168 OLA ENGINEERSCONSULTING 50 Hawthorne,BroadwayNY 10532 914.747.0453914.747.2800203.438.9581914.666.5900 SUE McCLYMONDS, AIA 200 Robb Amsterdam,RoadNY 12010 518.843.9142518.843.4054A801WALL SECTIONS A802WALL SECTIONS A901WALL TYPES NOTES & DETAILS A902WINDOW AND DOOR TYPES A001ARCH SYMBOLS, ABBREVIATIONS & NOTES A101FIRST FLOOR DEMO PLAN A200OVERALL A201FOUNDATION/PLANBASEMENT PLAN A202FIRST FLOOR PLAN A203ROOF A401INTERIORA302BUILDINGA301EXTERIORPLANELEVATIONSSECTIONSELEVATIONSNS TOILET ROOMS A601FIRST FLOOR REFLECTED CEILING PLAN CC-2CODECC-1CODET1COVERCOMPLIANCECOMPLIANCE EGRESS & OCCUPANCY LIST OF DRAWINGS 1 MULTI-PURPOSE ROOM EXTERIOR VIEW CIVILARCHITECTURALC101SITEDEMOLITIONC102SITEPLANDETAILS ARCHITECTURAL CONT. 1ST 280'LOW259'FLOOR-6"ROOF269'-51/2"GYMROOF-101/2" A3022 9 FOUNDATION255'-6"NEWROOF271'-4"GYMNASIUM B9 CORRIDOR 101 11 A8034 A3023 OFFICE 10B148 INFILL OPENING TO MATCHADJACENTEXISTING PAINTED CMU, TYP. 2X2 CEILINGACT EXISTINGTRENCHPIPE A8021 Sim COURTYARD 21 1ST LOW259'FLOOR-6"ROOF269'-51/2" A3022 FOUNDATION255'-6"NEWROOF271'-4" NEW SKYLIGHT ON BUILT UP CURB CORR. 102 CORRIDOR 103 VESTIBULE B22 M.P.275'ROOF-4" 11 A3023 104 6 8 PAINTED CMU, TYP. MULTI-PURPOSE B10 EXISTINGBEYONDGYM 0"-8'0"-9'0"-9' CEILINGGWBCEILINGGWB ACT CEILING, SEE TOEXISTINGA601SLABREMAINDWG'SSTRUCTURALS.O.G.,CONCRETESEE INFILL OPENING TO MATCH EXISTING ADJACENT EXISTING PIPE TRENCH CEILINGACT A3022 5 7 9 M.P.275'ROOF-4" A3023 10 A8044 Sim A8043 ACOUSTIC WOOD CEILING, SEE A601 SEE KA-X DRAWINGS FOR KITCHEN WORK NEW STRUCTURE, SEE STRUCTURAL DWGS EXISTING TO BE RENOVATEDCONSTRUCTIONNEW 15' - 4" 15' - 4" 15' - 0" 1ST FOUNDATION280'LOW259'FLOOR-6"1STC255'-6"ROOF269'-51/2"GYMROOF-101/2"255'-6"NEWROOF271'-4" N CORR. EXISTING100a SLAB ON A803GRADE3Sim M kaeyer, garment & davidson architects, pc 285 main street mount kisco, new york 10549 p:914.666.5900 f:914.666.0051 kgdarchitects.com Sheet ProfessionalTitle Seal NOTE:

NY SED PROEJCT CONTROL NO: Scarsdale, NY CONSTRUCTION66-20-01-03-0-006-01610583DOCUMENTS 1/8" = 1'-0"5 OFFICE SECTION W - E 1/8" = 1'-0"4 CORRIDOR SECTION W - E SECTION S-N No.Date Issue 107/02/15ISSUED FOR PRICING 208/28/15S.E.D. SUBMISSION Key Plan NorthProject

NOTE:

CONSTRUCTION66-20-01-03-0-006-016BUILDINGNO:DOCUMENTS1/8" = OFFICE1'-0" SECTION W - E 1/8" = 1'-0"4 CORRIDOR SECTION W - E PERSPECTIVE CORRIDOR SECTION S-N No.Date Issue Key Plan NorthProject A3022 9 GYMNASIUM B9 CORRIDOR A8034 8 INFILL OPENING TO MATCHADJACENTEXISTING EXISTINGTRENCHPIPE A3025 F A3022 NEW SKYLIGHT ON BUILT UP CURB CORR. 102 CORRIDOR 103 VESTIBULE B22 2 4 6 8 A8022 Sim PAINTED CMU, TYP. EXISTINGBEYONDGYM 0"-9'CEILINGGWB0"-9' ACT CEILING, SEE TOEXISTINGA601SLABREMAINCONCRETES.O.G.,SEESTRUCTURALDWG'S INFILL OPENING TO MATCH EXISTING ADJACENT EXISTING PIPE TRENCH NEW CANOPY, SEE DETAILS ON A806 CEILINGACT 2 531 7 9 15' - 0" 15' - 4" 15' - 4" 15' - 0" 1ST 280'LOW255'259'FLOOR-6"1STC-6"ROOF269'-51/2"GYMROOF-101/2"A3025A3024A3021 H J K FOUNDATIONNEWROOF271'-4"CORRIDOR 101 F N MULTI-PURPOSEBEYOND CORR. 100a PAINTED CMU, TYP. DISPLAY CASES, SEE A404 EXISTING SLAB ON GRADE SLAB ON GRADE, SEE STRUCTURALEXISTINGDRAWINGSGYMBEYONDSEE KA-X DRAWINGS FOR KITCHEN WORK NEW EPDM ROOF ASSEMBLY, SEE A801 2X2 ACT CEILING, SEE A601 NEW STRUCTURALFOUNDATION,DRAWINGS EXISTING PIPE TRENCH TO REMAIN EXISTING FOUNDATIONTOREMAIN A8033 Sim A8022 Sim M 1/8" = 1'-0"5 OFFICE SECTION 1/8" = 1'-0"4 CORRIDOR MULTI PURPOSE SECTION PERSPECTIVE 1/8" = 1'-0"3 CORRIDOR SECTION 280'1STS-NFLOOR259'-6"LOWROOF269'-51/2"GYMROOF-101/2" A3022 9 FOUNDATION255'-6"NEWROOF271'-4" 11 OFFICE 108 INFILL OPENING TO PAINTEDCEILING2X2CMU,ACT NEW CANOPY, SEE DETAILS ON A806 EXISTINGTRENCHPIPE A3025 F 1ST LOW259'FLOOR-6"ROOF269'-51/2" A3022 FOUNDATION255'-6"NEWROOF271'-4" NEW SKYLIGHT ON BUILT UP CURB CORR. 102 CORRIDOR 103 M.P.275'ROOF-4" 11 A3023 102 4 6 8 A8022 Sim PAINTED CMU, TYP. MULTI-PURPOSE B10 EXISTINGBEYONDGYM 0"-8'0"-9' CEILINGGWBCEILINGGWB ACT CEILING, SEE TOEXISTINGA601SLABREMAININFILL OPENING TO MATCH EXISTING ADJACENT EXISTING PIPE TRENCH NEW CANOPY, SEE DETAILS ON A806 CEILINGACT531 7 9 EXISTING10 TO BE RENOVATEDCONSTRUCTIONNEW 15' - 0" 15' - 4" 15' - 4" 15' - 0" 1ST 280'LOW259'FLOOR-6"1STC255'-6"ROOF269'-51/2"GYMROOF-101/2"A3025 H FOUNDATION255'-6"NEWROOF271'-4"CORRIDOR 101 CORR. 100a PAINTED CMU, TYP. DISPLAY CASES, SEE A404 EXISTING SLAB ON GRADE SLAB ON GRADE, SEE STRUCTURALEXISTINGDRAWINGSGYMBEYOND2X2ACT CEILING, SEE A601 TOPIPEREMAIN EXISTING FOUNDATIONTOREMAIN A8033 Sim kaeyer, garment & davidson architects, pc 285 main street mount kisco, new york 10549 p:914.666.5900 f:914.666.0051 kgdarchitects.com Professional

10 1ST FOUNDATION280'LOW259'FLOOR-6"ROOF269'-51/2"GYMROOF-101/2"255'-6"NEWROOF271'-4"A8034 A3023 OFFICEPAINTEDB14CEILING2X2CMU,ACT NEW CANOPY, SEE DETAILS ON A806 EXISTING PIPE A8021 Sim COURTYARD 1ST LOW259'FLOOR-6"ROOF269'-51/2" A3022 FOUNDATION255'-6"NEWROOF271'-4" NEW SKYLIGHT ON BUILT UP CURB CORR. 102 CORRIDOR 103 VESTIBULE B22 M.P.275'ROOF-4" 11 A3023 102 4 6 8 A8022 Sim PAINTED CMU, TYP. MULTI-PURPOSE B10 EXISTINGBEYONDGYM 0"-8'0"-9'0"-9' CEILINGGWBCEILINGGWB ACT CEILING, SEE TOEXISTINGA601SLABREMAINS.O.G.,CONCRETESEE INFILL OPENING TO MATCH EXISTING ADJACENT EXISTING PIPE TRENCH NEW CANOPY, SEE DETAILS ON A806 CEILINGACT A302 NEWM.P.271'ROOF-4"ROOF275'-4" A302 10 A802 A8044 Sim A8043 ACOUSTIC WOOD CEILING, SEE A601 SEE KA-X DRAWINGS FOR KITCHENEXISTINGWORK ROOF TO REMAIN NEW STRUCTURE, SEE STRUCTURAL DWGS EXISTING TO BE RENOVATED F N PAINTED CMU, DISPLAY CASES, SEE2X2A404ACT CEILING,EXISTING FOUNDATION kaeyer, garment & davidson architects, pc 285 main street mount kisco, new york 10549 p:914.666.5900 f:914.666.0051 kgdarchitects.com Sheet Title

NOTE: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF KAEYER, GARMENT, & DAVIDSON ARCHITECTS, PC (KG&D), AND WERE CREATED FOR USE ON THIS PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF (KG&D). WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL ACTUAL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL ALTERATIONS BY ANY PERSON, IN ANY WAY, OF ANY ITEM CONTAINED ON THIS DOCUMENT, UNLESS ACTING UNDER THE DIRECTION OF THE LICENCED ARCHITECT WHOSE PROFESSIONAL SEAL IS AFFIXED HERETO, IS A VIOLATION OF TITLE VII, SECT. 69.5 (b) OF NEW YORK STATE CONTROL Seal ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF KAEYER, GARMENT, & DAVIDSON ARCHITECTS, PC (KG&D), AND WERE CREATED FOR USE ON THIS PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF (KG&D). WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL ACTUAL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ALTERATIONS BY ANY PERSON, IN ANY WAY, OF ANY ITEM CONTAINED ON THIS DOCUMENT, UNLESS ACTING UNDER THE DIRECTION OF THE LICENCED ARCHITECT WHOSE PROFESSIONAL SEAL IS AFFIXED HERETO, IS A VIOLATION OF TITLE VII, SECT. 69.5 (b) OF NEW YORK STATE COPYRIGHTLAW. KAEYER, GARMENT, & DAVIDSON ARCHITECTS & ENGINEERS, PC ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF KAEYER, GARMENT, & DAVIDSON ARCHITECTS, PC (KG&D), AND WERE CREATED FOR USE ON THIS PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF (KG&D). WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL ACTUAL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ALTERATIONS BY ANY PERSON, IN ANY WAY, OF ANY ITEM CONTAINED ON THIS DOCUMENT, UNLESS ACTING UNDER THE DIRECTION OF THE LICENCED ARCHITECT WHOSE PROFESSIONAL SEAL IS AFFIXED HERETO, IS A VIOLATION OF TITLE VII, SECT. 69.5 (b) OF NEW YORK STATE COPYRIGHTLAW. KAEYER, GARMENT, & DAVIDSON ARCHITECTS & ENGINEERS, PC ALL RIGHTS RESERVED.

11 1ST FOUNDATIONLOW259'FLOOR6"ROOF269'51/2"255'6"NEWROOF271'4" 11 OFFICE B14 COURTYARD PROVIDE21 2" RIGID INSULATION, CONTINUOUS WATERPROOFING MEMBRANE, DRAINAGE MAT DOWN AND ACROSS FOOTING DRAIN, PERFORATED PVC FOOTING DRAIN ON POROUS FILL (MIN 6") PITCH TO NEAREST DRAINAGE STRUCTURE 0"-9' 7" 1/2"1/2"11 1/2"12"2'-3"2"5'-10"1'-8"2" 1 TYP. WALL CONSTRUCTIONFACE BRICK TO MATCH EXISTING ADJACENT, 3" RIGID INSULATION INSIDE 4-3/8" AIR SPACE, 8" LOADBEARING REINFORCED CMU WITH GROUND FACE FINISH AT INTERIOR, AND 1-5/8" AIR PROVIDESPACE. 2" RIGID INSULATION, CONTINUOUS WATERPROOFING MEMBRANE, DRAINAGE MAT DOWN AND ACROSS FOOTING DRAIN, PERFORATED PVC FOOTING DRAIN ON POROUS FILL (MIN 6") PITCH TO NEAREST DRAINAGEREINFORCEDSTRUCTURE CONCRETE FOUNDATION WALL AND FOOTING. SEE STR. DRAWINGS FOR SIZES, LAYOUT, AND REINFORCEMENT. PROVIDE CONTINUOUS WATERPROOFINGMCNICHOLSMEMBRANE ECO-MESH 2'-0" x 2'-0" PANELS: .135 (10) GA INTERCRIMP WOVEN WIRE MESH 3" SQ PATTERN TYP FRONT AND BACK OF PANEL THE USE OF A WOVEN WIRE MESH ALLOWS THE PANEL TO FLEX AS PLANTS INTEGRATEDGROWGUTTER FASCIA ASSEMBLY. PROVIDE CONTINUOUS COPPER GUTTER AND DOWNSPOUT NEW MULTI-PURPOSE ROOM ROOF -EPDMASSEMBLYMEMBRANE ROOFING -1 LAYER 3/4" CDX PLYWOOD -TAPEREDSHEATHINGRIGID INSULATION (MIN. 4.5") -STRUCTURAL METAL DECKING -STEEL -INTEGRATEDFRAMINGGUTTER FASCIA ASSEMBLY (MARPEC OR SIM.) -COPPER DOWNSPOUTS -AZEK TRIM DETAILING 2" RIGID INSULATION 24" WIDE AT PERIMETER OF NEW ADDITION AT AREAS OF SLAB ON GRADE 1/2" COMPRESSIBLE FILLER, TYP. 2' 6" 5" CONCRETE SLAB ON GRADE W/ RADIANT HEAT AND FULL UNDERSLAB INSULATION AND OVER COMPACTED SUB-BASE 7/16"3-14'7/16"1-15' NEW CONCRETE PLANTERS ELECTRICAL EQUIPMENT IN WALL (NO WIRE MOLD) 80" FLAT SCREEN TV WOODWORKS GRILLE WOOD SLAT CEILING SYSTEM PANELS 1' x 8' LINEAR LED SURFACE MOUNTED LIGHT 1 MULTI-PURPOSESTORAGE B23 2 PROVIDE 2" RIGID INSULATION, CONTINUOUS WATERPROOFING MEMBRANE, DRAINAGE MAT DOWN AND ACROSS FOOTING DRAIN, PERFORATED PVC FOOTING DRAIN ON POROUS FILL (MIN 6") PITCH TO NEAREST DRAINAGE STRUCTURE 2" RIGID INSULATION 24" WIDE AT PERIMETER OF NEW ADDITION AT AREAS OF SLAB ON GRADE 1/2" COMPRESSIBLE FILLER, TYP. 5" CONCRETE SLAB ON GRADE OVER COMPACTED SUB-BASE 8'-2"9"-8' 8'-10" CEILINGTSEESIDEWALK,CONCRETESITEPLAN&GWOOD T & GCEILINGWOOD BRICKDRAWINGSSEESTEELSTRUCTURALCOLUMN,STRUCTURALPIERBEYOND ALUMINUM CONT. CAP FLASHING STRUCTURAL STEEL, SEE DRAWINGSSTRUCTURAL CANOPY ROOF ASSEMBLY -EPDM MEMBRANE ROOFING -MIN. 2" RIGID INSULATION -5/8" DENSDECK SHEATHING -METAL DECK TYP. LOW ROOF ASSEMBLY -EPDM MEMBRANE ROOFING -TAPERED RIGID INSULATION (MIN 4.5") -2" RIGID INSULATION -5/8" DENSDECK SHEATHING -1 1/2" METAL DECK STRUCTURAL STEEL, SEE DRAWINGSSTRUCTURAL2X2ACTCEILINGGWBCEILING 0"-9' POCKET STEEL INTO MASONRY WALL kaeyer, garment & davidson 285 main street mount kisco, p:914.666.5900 f:914.666.0051 Job ProfessionalSheetNo.Title Seal NOTE: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ARCHITECTS, PC (KG&D), AND WERE CREATED FOR USE ON IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE DIMENSIONS. CONTRACTOR SHALL VERIFY ALL ACTUAL DIMENSIONS JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS CONDITIONS SHOWN. SHOP DETAILS MUST BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION. ALTERATIONS BY ANY PERSON, IN ANY WAY, OF ANY ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENCED SEAL IS AFFIXED HERETO, IS VIOLATION OF TITLE VII, SECT. COPYRIGHTLAW. KAEYER, GARMENT, DAVIDSON ARCHITECTS ALL RIGHTS RESERVED. Sheet Number DrawnScaleDate / Checked NY SED PROEJCT CONTROL NO: AS08/28/15NOTED A802 WALL SECTIONS 26 Palmer Avenue, Scarsdale, No.DateCONSTRUCTIONAuthorFreeScarsdaleNYSchoolHEATHCOTEELEMENTARYAdditionsAlterations2014-1104Checker66-20-01-03-0-006-016DOCUMENTS208/28/15S.E.D.SUBMISSION3/4" = 1'-0"1 WALL SECTION @ OFFICE CURTAIN 3/4" = 1'-0"3 WALL SECTION @ GREENSCREEN 3/4" = 1'-0"2 WALL SECTION @ CANOPY / VEST. ENTRANCE

12 FOUNDATION255'-6" EXISTING SLAB TO REMAINDWG'SSTRUCTURALS.O.G.,CONCRETESEE INFILL OPENING TO MATCH EXISTING ADJACENT EXISTING PIPE TRENCH 1ST LOW259'FLOOR-6"ROOF269'-51/2" A3022 531 7 9 FOUNDATION255'-6"NEWROOF271'-4"M.P.ROOF275'-4" A3023 MULTI-PURPOSEROOM B24 SERVERYKITCHENPREP/ B19 MULTI-PURPOSE B10 10 A8023 A8044 Sim A8043 ACOUSTIC WOOD CEILING, SEE A601 PAINTED CMU, TYP. NEW CASEWORK, SEE A404 FOR DETAILS GWB SOFFIT MOTORIZEDPARTITIONWALL FOUNTAINDRINKING SEE KA-X DRAWINGS FOR KITCHEN WORK SLAB ON GRADE WITH RADIANT HEATING, SEE MECHANICAL DRAWINGS EXISTING ROOF TO REMAIN NEW STRUCTURE, SEE STRUCTURAL DWGS NEW EPDM ROOF ASSEMBLY, SEE A801 GWB SOFFIT EXISTING SLAB ON GRADE 0"-8'2"-15' 4"-13' 15' - 0" 15' - 4" 15' - 4" 15' - 0" J CORR. DISPLAY CASES, SEE A404 SLAB ON STRUCTURALGRADE,EXISTINGDRAWINGSGYMBEYOND2X2ACT CEILING, SEE A601EXISTING FOUNDATION Job ProfessionalSheetNo.Title NOTE: ALL IDEAS, DESIGNS, THIS DRAWING ARE ARCHITECTS, PC (KG&D), IDEAS, DESIGNS, ARRANGEMENTS PURPOSE WHATSOEVER WRITTEN ALLCOPYRIGHTSEALUNLESSALTERATIONSBEFORECONDITIONSJOBDIMENSIONS.DIMENSIONSCONTRACTORANDTHEARCHITECTSHOWN.PROCEEDINGBYANYACTINGUNDERISAFFIXEDHERETO,KAEYER,RIGHTSRESERVED. DrawnScaleDate / Checked AS Author2014-110408/28/15NOTEDChecker 1/8" = 1'-0"4 CORRIDOR SECTION W - E 1/8" = 1'-0"1 MULTI-PURPOSE SECTION W - E 3 CORRIDOR SECTION S-N No.Date107/02/15ISSUED208/28/15S.E.D. A3025 A3024 A3021 MULTI-PURPOSEROOM B24 GYMNASIUM B9 CORRIDOR 103 B A8046A8012 A8047 A8022 FC D E ACOUSTIC WOOD CEILING, SEE NEWA601EPDM ROOF ASSEMBLY, SEE A801 SEE MECHANICAL DRAWINGS FOR EQUIPMENT THIS AREA 2X2 ACT CEILING, SEE A601 0"-11' SLAB ON GRADE WITH RADIANT HEATING, SEE MECHANICAL DRAWINGS PAINTED CMU, TYP. PAINTED CMU,TYP.FLATSCREENTV EXISTING SLAB TO REMAIN A 1 MULTI-PURPOSE A8023 SLABRADIANT SEE MECHANICALNEWASSEMBLY,2"-15' 4"-13' 15'SLAB ON GRADE, SEE STRUCTURAL DRAWINGS EXISTING SLAB ON GRADE NEW FOUNDATION, SEE STRUCTURAL DRAWINGS EXISTING PIPE TRENCH TO REMAIN EXISTING FOUNDATIONTOREMAINSLAB ON GRADE, SEE DRAWINGSSTRUCTURAL 1/8" = 1'-0"2 OVERALL SECTION S - N 1/8" = 1'-0"3 CORRIDOR

13 1ST FOUNDATION255'259'FLOOR-6"1STC-6"NEWROOF271'-4"M.P.ROOF275'-4" B 4"-14'2"-15' 0"-8' FIRE WALL CONSTRUCTION 3 WYTHES 8" REINFORCEDLOADBEARINGCMUPAINTED AT INTERIOR, AND 2" AIR SPACE BETWEEN 2ND AND 3RD WYTHES REINFORCED CONCRETE FOUNDATION WALL AND FOOTING. SEE STR. DRAWINGS FOR SIZES, LAYOUT, AND REINFORCEMENT. PROVIDE CONTINUOUS WATERPROOFINGMEMBRANE INTEGRATED GUTTER FASCIA ASSEMBLY. PROVIDE CONTINUOUS COPPER GUTTER AND DOWNSPOUT MULTI-PURPOSEROOM B24 G. TOILET B21 CNEW MULTI-PURPOSE ROOM ROOF -EPDMASSEMBLYMEMBRANE ROOFING -1 LAYER 3/4" CDX PLYWOOD -TAPEREDSHEATHINGRIGID INSULATION (MIN. 4.5") -STRUCTURAL METAL DECKING -STEEL -INTEGRATEDFRAMINGGUTTER FASCIA ASSEMBLY (MARPEC OR SIM.) -COPPER DOWNSPOUTS -AZEK TRIM DETAILING GWB SOFFIT STRUCTURAL STEEL SEE STRUCT DRAWINGS 2" EXPANSION JOINT 1/2" FILLER,COMPRESSIBLETYP. 5" CONCRETE SLAB ON GRADE W/ RADIANT HEAT AND FULL OVERINSULATIONUNDERSLAB(2")COMPACTEDSUB-BASE TYP. LOW ROOF ASSEMBLY -EPDM MEMBRANE ROOFING -TAPERED RIGID INSULATION (MIN 4.5") -2" RIGID INSULATION -5/8" DENSDECK SHEATHING -1 1/2" METAL DECK POCKET STEEL INTO MASONRY WALL GROUND FACE BLOCK AT M.P. ROOM SEE MEP DRAWINGS FOR EQUIPMENT THIS AREA 9 1/2" 6" METAL FRAMING 24" O.C. 1/2" COMPRESSIBLE FILLER, TYP. 5" CONCRETE SLAB ON GRADE W/ RADIANT HEAT AND FULL UNDERSLAB INSULATION (2") OVER COMPACTED SUB-BASE 4"-14' 2"-15' BRICK BEYONDPIER ALUMINUM CURTAIN WALL SYSTEM INSULATED LOW-E GLAZING OPERABLE WINDOWS WITH LOW-E GLAZING CMU PIER BEYOND PROVIDE 2" RIGID INSULATION, CONTINUOUS WATERPROOFING MEMBRANE, DRAINAGE MAT DOWN AND ACROSS FOOTING DRAIN, PERFORATED PVC FOOTING DRAIN ON POROUS FILL (MIN 6") PITCH TO NEAREST DRAINAGE STRUCTURE A CAST STONE SILL SOLID BASEW/PAINTEDSTOOLWOODCMU6"RUBBERCAST STONE PANEL, 3" RIGID INSIDEINSULATION13/8"AIRSPACE NEW MULTI-PURPOSE ROOM ROOF ASSEMBLY -EPDM MEMBRANE ROOFING -1 LAYER 3/4" CDX PLYWOOD SHEATHING -TAPERED RIGID INSULATION (MIN. 4.5") -STRUCTURAL METAL DECKING -STEEL -INTEGRATEDFRAMINGGUTTER FASCIA ASSEMBLY (MARPEC OR SIM.) -COPPER DOWNSPOUTS -AZEK TRIM DETAILING BUILT UP METAL STUD HEADER 6" METAL STUD FRAMING 24" O.C. 6" 3'-9" 11 1/2" 1/2"51/2"11 1/2"69"6" BRICK GLAZINGWITHCLERESTORYBEYONDPIERWINDOWSINSULATEDLOW-E A CAST STONE SILL SOLID BASEW/PAINTEDSTOOLWOODCMU6"RUBBERCAST STONE PANELS, 3" RIGID INSULATION INSIDE 1 3/8" AIRSPACE WOODWORKS GRILLE WOOD SLAT CEILING SYSTEM PANELS PLYWOOD STUDSOVERWHITEBOARDWITHPAINTMETAL 6" METAL STUD FRAMING 24" O.C. 285kaeyer,mainp:914.666.5900 Job ProfessionalSheetNo.Title NOTE: ALL IDEAS, THIS ALLCOPYRIGHTLAW.SEALUNLESSALTERATIONSBEFORECONDITIONSJOBDIMENSIONS.WRITTENPURPOSEIDEAS,ARCHITECTS,DRAWINGDESIGNS,WHATSOEVERDIMENSIONSANDTHEPROCEEDINGACTINGISAFFIXEDKAEYER,RIGHTSRESERVED. DrawnScaleDate / NYCONSTRUCTIONAuthorFreeSEDAS08/28/15WALLScarsdale2014-11043/4" = 1'-0"1 MULTI-PURPOSE FIREWALL CONSTRUCTION No.Date107/02/15ISSUED208/28/15S.E.D. 3/4" = 1'-0"3 MULTI-PURPOSE WALL SECTION 2 3/4" = 1'-0"2 WALL SECTION @ MULTI-PURPOSE CLERESTORY

14 D NEW MULTI-PURPOSE SEE KA-X DRAWINGS FOR KITCHEN WORK NEW EPDM ROOF ASSEMBLY, SEE A801A8022 Sim 6 MULTI PURPOSE SECTION PERSPECTIVE

The Eagle Hill School in Greenwich Connecticut was 6,300 SF additions and alterations project which completed construction in early 2016. After demolition of an existing outdated auditorium, a new auditorium / multi-purpose room would provide the school with space for music classes, plays, and general gatherings. The space is now used by the school and for local community events.

12/16/2014 12/16/2014

15 12/16/2014 ≡ BUILT WORKS ≡ ≡ EAGLE HILL SCHOOL ≡ [EDUCATION; CONSTRUCTION COMPLETED 2016]

16 LOCKER 7 WAINSCOT DETAIL1 LOBBY WALL PANELCOLUMN COVER6PLAN DETAIL AT GLULAM PIER 3 ACOUSTICB OAK DOOR TRIM, TYP.A OAK WINDOW SILL & APRON, TYP. HEAD DETAIL @ LOCKER ALCOVE LOCKER DETAIL 7 WAINSCOT DETAIL1 LOBBY WALL PANELCOLUMN COVER6PLAN DETAIL AT GLULAM PIER 3 ACOUSTIC PANEL DETAIL 123456 MILLWORK/CASEWORKNOTESTHEDESIGNINTENTIONSFORTHISPROJECT:CLASSROOMSSHALLHAVEPLASTICLAMINATECOUNTERTOPS,EPOXYRESINBACKSPLASH&EPOXYRESINSINKS.ALUM.DROP-INGRILLS(PENCILPROOF,SATINFINISH)&TOE-KICKGRILLS(PTDBLACK)AREREQUIRED,ASSHOWNINPLANS&DETAILSORASNEEDEDTOACCOMODATEFINNEDTUBEARRANGEMENT.SOAPDISPENSERS(S)&PAPERTOWEL(PT)HOLDERS(SUPPLIEDBYOWNER)ARESHOWNFORLOCATION.G.C.TOPROVIDEBLOCKINGPERSPECS.ALLHARDWAREFORCASEWORKSHALLBEOIL-RUBBEDBRONZE.CASEWORKDOORS&DRAWERSSHALLHAVELOCKS,KEYEDASREQ'D.BYTHESCHOOL.SEEA4.7,A4.8,&A4.9FORTYPICALCASEWORKALLCLASSROOMCASEWORKSHALLBECOMPOSEDOFOAKWOODVENEEROVERSOLIDCORESw/OAKEDGEBANDING.a)BALANCECASEWORK&MILLWORKSHALLBEEITHERWOODVENEER(OAK)ORHIGHPRESSUREPLASTICLAMINATE(ASNOTEDINELEVATIONS&/ORDETAILS,OVERSOLIDCORECONSTRUCTION.SEESPECSFORFURTHERINFO.WHEREPLAMISUSEDEDGINGSHALLBEHARDWOOD.c)ALLWOOD(VENEERORSOLID)CASEWORK&MILLWORKSHALLBESTAINEDOAK,(STAINSHALLBESELECTEDFROMFULLRANGE)b)B OAK DOOR TRIM, TYP.A OAK WINDOW SILL & APRON, TYP. HEAD DETAIL @ LOCKER ALCOVE PROFESSIONAL SEAL: EAGLE AdditionsGreenwichSCHOOLHILLConnecticutandAlterations MILLWORKTYPICALDETAILSA4.9 LOCKER 7 WAINSCOT DETAIL1 LOBBY WALL PANELCOLUMN COVER6PLAN DETAIL AT GLULAM PIER 3 ACOUSTICB OAK DOOR TRIM, TYP.A OAK WINDOW SILL & APRON, TYP. HEAD DETAIL @ LOCKER ALCOVE

18 8 96 PROFESSIONALANDSECTIONSDETAILSA8.4SEAL: EAGLE AdditionsGreenwichSCHOOLHILLConnecticutandAlterations WALL SECTION 7

19 OS GROUND FL +0' 0" 2ND FL ROOF TERRACE +14' 0" 3RD FL +28' 0" CELLAR FL -12' 0" MECHANICALHOTELHOTEL ELEVATOR PIT 33' 1 1/8" 51%SPACEOPEN 2ND FL - STACKERS +20' 0" (EL:78' - 6 1/8") (EL:70' - 6 1/8") (EL:64' - 6 1/8") (EL:50' - 6 1/8") (EL:38' - 6 1/8") 02010608'"'"4'"1"55" 11 STORIES 2 STORIES 3 STORIESSIDEWALKRETAILENTRANCEEGRESSEXITHOTELENTRANCE EL: + 110' - 0" 10 STORIES (11TH FLOOR TERRACE) EL: + 15' 0" 1 STORY (2ND FLOOR TERRACE) EL: + 30' 0" 2 STORIES (3RD FLOOR TERRACE) OFDEBRDAVENUE(60' ORRANWSTREET) EXISTING 3 STORY BRICK BUILDING EXISTING 4 STORY BRICK BUILDING 100' - 0" 029" ZONING LOT LINE ZONING LOT LINE EXISTING ADJACENT 3 STORY BRICK BUILDING Zoning ConstructionOccupancyDistrictGroupClass361BEDFORD AVENUE 1 C,D-2,E,F-4,J-24,5,8,11,15,26,27,32,127M1-2/R6(MX-8)R 15' - 10" SETBACK ELOTWIDTH* E1GA 0ACK UILDINGWIDTH91'-11/2" 46 - 0" 3' 0" 3 1 2 3 4 1/16" = 1'-0"1 ZONING SECTION DIAGRAM PLAN1'-0" ZONING AXON ≡ BUILT WORKS ≡ ≡ BEDFORD HOTEL ≡ [HOSPITALITY; CONSTRUCTION DOCUMENTS IN DOB REVIEW; EXPECTED COMPLETION 2021] With efforts to revitalize a less lively area in Williamsburg, Brooklyn, clients sought to re-configure a full block’s tax and zoning lots to achieve an “attractor” space. The result was a space that would draw people both walking and driving to relax and take in the sights, with an added bonus of views of the Manhattan skyline. 1049 SF HOTEL LOBBY 321 SF DISCHARGEEGRESS 644 SF OFFICE LAUNDRY OPENBELOWRETAILTO 581 SF LOADINGDOCK 2786 SF RETAIL PLATFORMLOADING U.G. OCC.5BBU.G.OCC.5BB U.G. OCC.6AMU.G.5BOCC.BOPENBELOWTO LOADING DOCK 109 SF VEST. BEDFORD AVENUE STAIR B STAIR A ENTRANCEHOTEL BENCHPLANTER ENTRANCERETAIL ELEV. BEDFORD HOTEL GROUND FLOOR - TYPICAL PLAN A-1

20 GROUND FL +0' 0" +14' 0" 3RD FL 4TH FLCELLARTYP. FL 5TH FL TYP. +68' 0" +78' 0" +88' 0" +98' 0" +120' 0" A3.010.00 A3.010.00 GARDEN PL 2ND FL STACKERS (EL:98' 1/8") (EL:160' 1/8") (EL:170' 1/8") (EL:148' 1/8") (EL:138' 1/8") (EL:128' 1/8") (EL:118' 1/8") (EL:108' 1/8") (EL:88' 1/8") (EL:78' 1/8") (EL:70' 1/8") (EL:64' 1/8") (EL:50' 1/8") (EL:38' 1/8") UNIT UNIT ROOFPARKINGOFFICEB1TERRACEUNITB1UNITUNIT C UNIT B1 UNIT UNIT B1 UNIT UNIT B1 UNIT UNIT B1 UNIT EN0.105.00 14 718.599.1388 WWW.ALBOLIBERIS.COM SEAL AND SIGNATURE: 4 5 34-27E.E. Steinway Street, Suite 201 Long Island City, 11101 A3 001 00 BEDFORD HOT L BU LD NG SECTFORONSREVIEW 505 FLUSHING AVE. BROOKLYN, NY 11205 (347) 645-4045 (212) UNION,SHARONUNION,YAUYEUNG@TITANENGINEERS.COMSEGGRP@GMAIL.COM465-161607083ENGINEERINGPC(908)624-0044YAUYEUNG@TITANENGINEERS.COM07083SIMON@RABSKYGROUP.COM 1/8" NORTH1'-0"STAIR GROUND +0' 0" 2ND FL ROOF TERRACE +14' 0" +28' 0" 4TH FL TYP. +38' 0" 5TH FL TYP. +48' 0" 6TH FL TYP. 7TH FL TYP. +78' 0" A.1 +88' 0" ROOF TERRACE +110' 0" A.0 B.1 BULKHEAD ROOF +120' 0" T.O. BULKHEADBULKHEADPARAPET (EL:98' 1/8") (EL:160' 1/8") (EL:170' 1/8") (EL:138' 1/8") (EL:128' 1/8") (EL:118' 1/8") (EL:108' 1/8") (EL:88' 1/8") (EL:78' 1/8") (EL:64' 1/8") (EL:50' 1/8") (EL:183' 1/8") (EL:185' 10 1/8") T.O. STAIRS PARAPET122'6" OSILINHIG BRICK FINISH, TYP. GLASS RAILING, TYP. EIFS MTL CANOPYBEAMPARKING 718.599.1388 WWW.ALBOLIBERIS.COM REVISIONS: ISSUE DATE:No.:33 5 6 A2 002 00 BED ORD HOTE BU D NG E EVAT ONS Checker FOR REVIEW RABSKY UNION,1331TITANSALAMONBROOKLYN,GROUP11205(347)645-4045(212)465-1616SEGGRP@GMAIL.COM(908)624-0044YAUYEUNG@TITANENGINEERS.COM(718)752-1500ZWasserman@sharonengineering.comENGINEERINGGROUPWEST39THST.SUITE303ENGINEERSSTUYVESANTAVEYAUYEUNG@TITANENGINEERS.COMNJ07083SIMON@RABSKYGROUP.COM 1/8" = ELEVATION1'-0" SOUTH 558 SF GARDENLOBBY LAUNDRYCHUTE OPENBELOWLOBBYTO CONNECTION TO EXISTING OPEN PARKING @ 146 SOUTH 4TH ST 331 SF STORAGE BEDFORD AVENUE 3089 SF PARKING 2881 SF BIERGARTEN STAIR B STAIR A ELEV. 3'-8"46'-9"10'-2" BENCH SEATING 345 LOOSE SEATING AND TABLE SEATINGBANKED 2211 54'-10" BAR & CANOPY BEDFORD HOTEL 2ND FLOOR TYPICAL PLAN A-2 227 SF UNIT B 227 SF UNIT B 228 SF UNIT B 253 SF UNIT B1 236 SF UNIT A1 230 SF UNIT A 219 SF UNIT A 230 SF UNIT A 220 SF UNIT A 277 SF UNIT C 288 SF UNIT C 222 SF UNIT B 582 SF CORRIDOR CLOSET CLOSETMECH. CLOSETMECH. 229 SF UNIT B U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 U.G. 5A OCC. R 1 STAIR B STAIR A BEDFORD AVENUE ELEV. BEDFORD HOTEL 3RD FLOOR TYPICAL PLAN A-3 BEDFORD AVENUE

21 RIGIDSTUDEIFSSEEINSULATIONENO.106)OREQUIV.BLUESKINWP200 OR EQUIV. CONCRETE SLAB GWB ROOF TERRACE +110' - 0" BULKHEAD ROOF +120' - 0" (EL:160' - 6 1/8") (EL:170' - 6 1/8") T.O. STAIRS PARAPET122'-6" 91 SF STAIR B 146 86"5"" PAREX EIFS OR EQUIV. 8" CONCRETE SLAB 6" RIGID INSULATION (MIN. R30) EPDM FLASHING BLOCKINGCANT AS REQUIRED METAL COPING AND FLASHING PAVERS 1'-0" RIGID INSULATION R30 CIP CONCRETE SLAB 8" CONT. INSULATION (MIN. R10) +110' 0" (EL:160' - 6 1/8") 2ND FL - ROOF TERRACE +14' - 0" (EL:64' - 6 1/8") 6561 SF PARKING2-02 STONE COPING STONE W/ DRIP EDGES /861"3'-57/8"5"6"8" 2" RIGID INSULATION W/ PAVERS,MEMBRANEWEATHPROOFINGTYP. REVISIONS: ISSUE DATE:No.: SEAL AND SIGNATURE: A P P L I CA NT OF RE CORD S T RUCT URA L E NG NE E R: ME CHA N CA L E NG NE E R: OWNE GPROJECT:R:EOTECHN CA L E NG NE E R: 6 34-27E.T.E.T.E.T.E.T.E.T. Steinway Street, Suite 201 Long Island City, NY 11101 BEDFORD HOTEL 361 Bedford Ave. Brooklyn, NY 11211 RABSKY GROUP 505 FLUSHING AVE. BROOKLYN, NY 11205 (347) 645-4045 (212) UNION,1331TITANSHARONUNION,1331TITANNEW55SALAMONZWasserman@sharonengineering.com(718)YAUYEUNG@TITANENGINEERS.COM(908)SEGGRP@GMAIL.COM465-1616624-0044752-1500ENGINEERINGGROUPWEST39THST.SUITE303YORKNY10018ENGINEERSPCSTUYVESANTAVENJ07083ENGINEERINGPC(908)624-0044YAUYEUNG@TITANENGINEERS.COMENGINEERSPCSTUYVESANTAVENJ070831609_HB5SIMON@RABSKYGROUP.COMTOTHEBESTOFMYKNOWLEDGE,BELIEF,ANDPROFESSIONALJUDGEMENT,ALLWORKUNDERTHISAPPLICATIONISINCOMPLIANCEWITHTHE2016ENERGYCONSERVATIONCONSTRUCTIONCODEOFNEWYORKCITY.1/2" = 1'-0"13 ROOF & TYPICAL BULKHEAD PARAPET SECTION 1/2" = 1'-0"8 2ND FLR ROOF TERRACE PARAPET DETAIL HARDENINGBANDROOFER)MATERIAL AS PENETRATION EXHAUST FAN TURN UP ROOF FLASHING OVER CURB AS SHOWN SOUNDFLASHINGATTENUATING CURB (BY EXHAUST FAN SUPPLIER) SMOOTH SURFACE FLASHING ANGLEROOFINGC.I.P.SLABORAS INDICATED SEE STRUCTURAL DWGS. PROVIDESTRAINERADDITIONAL SLOPE TO DRAIN OF 12" PER FOOT BY INSTALLATION OF TAPERED EDGE FLASHINGSTRIPS AND COUNTER FLASHING AS PER MFG. CONTINUOUSROOFINGMETALSPECIFICATIONSFLASHINGRIGID INS. (FORMULAR CW15 OR EQUIV., 6" CONCRETEMIN.) 1'-0" OR EQUIV. BLUESKIN WATERPROOFINGWP200 OR EQUIV. BLUESKIN WATERPROOFINGWP200 OR EQUIV. GROUND FL +0' - 0" CELLAR FL -12' - 0" (EL:50' - 6 1/8") (EL:38' - 6 1/8") 12" CONCRETE RETAINING WALL FOOTING CONTINUOUS WATERPROOFING 2" RIGID INSULATION (R10.8) SPRAY FOAM INSULATION (R13) 5/8" GWB 12" SLAB 12" SIDESLABWALK 1' - 0" 1' - 0" 1' - 0" FOOTING DRAIN 1'-0" CURTAIN WALL METAL STUD FURRING 2" RIGID INSULATION (R 10.8, SEE ENO.106) 6" METAL STUD PAREX EIFS OR EQUIV. 2 LAYERS 5/8" GWB 3" SPRAY FOAM INSULATION CONT.(R13) BLUESKIN WP200 OR EQUIV. 01" 12" CONCRETE SLAB 1'-0"2" RIGID INSULATION (R 10.8, SEE ENO.106) 8" PAREXCMU EIFS OR EQUIV. 1 5/8" CONT.STUDBLUESKIN WP200 OR EQUIV. 12" CONCRETE SLAB 5/8" GWB 012" RIGID INSULATION (R 10.8, SEE ENO.106) 8" CIP CONT.1PAREXCONCRETEEIFSOREQUIV.5/8"STUDBLUESKINWP200 OR EQUIV. 12" CONCRETE SLAB 5/8" GWB 2ND FL - ROOF TERRACE +14' - 0" (EL:64' - 6 1/8") 6561 SF PARKING2-02/863'-57"5"6"8" 2" RIGID INSULATION W/ PAVERS,MEMBRANEWEATHPROOFINGTYP. GROUND FL +0' - 0" (EL:50' - 6 1/8") 151 SF 133MECHC-12SFVEST1-02a 6" RIGID INSULATION (MIN. CONCRETER30) SLAB CONCRETE SIDEWALK 01" 68""1" EXTERIORBUILDING 8" DROPPED CONC. SLAB CIP GRAVELFOUNDATIONCONCRETEWALL ALUMINUM STOREFRONT,FRAMESEESCHEDULEFINISHEDFLOOR CONTINUOUS WATERPROOFING [R30] RIGID INSULATION R30 MIN. INSULATION R30 MIN. SEALREVISIONS:DRAWING DRW 3 4 5 6 DTTHEANYORSPECIFICEVOLVED,OWNEDPLANSCOPYRIGHTANDRESERVED.NOTCONTRACTORS,ALLAPPROVALSCALEDFROMTHEANDRESPONSIBLEWRITTEN 1/2" = 1'-0"1 TYPICAL FOUNDATION WALL SECTION 1" = 1'-0"11 STUD SLAB EDGE 1" = 1'-0"9 CMU SLAB EDGE 1" = 1'-0"10 CONCRETE SLAB EDGE 1/2" = 1'-0"8 2ND FLR ROOF TERRACE PARAPET DETAIL 1/2" = 1'-0"2 GROUND FLOOR ROOF SECTION DETAIL SECTION PIPE FLASHING 3 1" = 1' DETAIL0" SECTION ENLARGED ROOF DRAIN 6 1" = 1' 0" 1"2" 34" 6" 34" 1012 PAREX EIFS PANEL OR EQUIV. BLUESKIN WP200 WATERPROOFING OR EQUIV. STICK WP, WRAP AROUND R.O. H.M.SHEATHINGSEALANTFRAMEFRAME 1 LAYER 58" GWB DOOR 1"2" 34" 6" 34 1012 PAREX EIFS PANEL OR EQUIV. BLUESKIN WP200 WATERPROOFING OR EQUIV. STICK WP, WRAP AROUND R.O. H.M.SEALANTFRAMEFRAME 1 LAYER 58" GWBSHEATHINGANCHORDOOR INSTALL W/ CECO DOOR THERMAL BREAK FRAME OR INSTALLEQUIV.W/ CECO DOOR THERMAL BREAK FRAME OR EQUIV. B1. HEAD B2. JAMB PROVIDESTRAINERADDITIONAL SLOPE TO DRAIN OF 12" PER FOOT BY INSTALLATION OF TAPERED EDGE FLASHINGSTRIPS AND COUNTER FLASHING AS PER MFG. METALSPECIFICATIONSFLASHING1'-0" 2" RIGID INSULATION (R 10.8, SEE ENO.106) 6" METAL STUD PAREX EIFS OR EQUIV. 2 LAYERS 5/8" GWB 3" SPRAY FOAM INSULATION CONT.(R13) BLUESKIN WP200 OR EQUIV. 01'" 12" CONCRETE SLAB 1'-0"2" RIGID INSULATION (R 10.8, SEE ENO.106) 8" PAREXCMU EIFS OR EQUIV. 1 5/8" CONT.STUDBLUESKIN WP200 OR EQUIV. 12" CONCRETE SLAB 5/8" GWB 01'"2" RIGID INSULATION (R 10.8, SEE ENO.106) 8" CIP CONT.1PAREXCONCRETEEIFSOREQUIV.5/8"STUDBLUESKINWP200 OR EQUIV. 12" CONCRETE SLAB 5/8" GWB ROOF TERRACE +110' - 0" BULKHEAD ROOF +120' - 0" (EL:160' - 6 1/8") (EL:170' - 6 1/8") T.O. STAIRS PARAPET122'-6" 91 SF STAIR B 146 6"5"8" PAREX EIFS OR EQUIV. 8" CONCRETE SLAB 6" RIGID INSULATION (MIN. R30) EPDM FLASHING BLOCKINGCANT AS REQUIRED METAL COPING AND FLASHING PAVERS 1'-0" RIGID INSULATION R30 CIP CONCRETE SLAB 8" CONT. INSULATION (MIN. R10) ROOF TERRACE +110' 0" (EL:160' - 6 1/8") 1445 SF MECH11-05AREA THERMALLY BROKEN ALUMINUM CURTAIN WALL, SEE SCHEDULE GLASS RAILING @ ROOF /22'-111"5"6"8" BRICK PIER BEYOND CAST STONE SLAB CAP W/ METAL FLASHING CONT. WATERPROOFINGMEMBRANE PAVERS, TYP. @ ROOF RIGID INSULATION R30 1' - 2 3/4" CIP CONCRETE SLAB 2ND FL - ROOF TERRACE +14' - 0" (EL:64' - 6 1/8") 6561 SF PARKING2-02 STONE COPING STONE W/ DRIP EDGES /861"3'-57/8"5"6"8" 2" RIGID INSULATION W/ PAVERS,MEMBRANEWEATHPROOFINGTYP. REVISIONS: ISSUE SEAL AND SIGNATURE: A P P L I CA NT OF RE CORD S T RUCT URA L E NG NE E R: ME CHA N CA L E NG NE E R OWNE R: GE OT E CHN CA L E NG NE E R34-27E.T.E.T.E.T.E.T.E.T. Steinway Street, Suite 201 Long Island City, NY 11101 BEDFORD H 361 Bedford Ave. Brooklyn, NY 11211 RABSKY GROUP 505 FLUSHING AVE. BROOKLYN, NY 11205 (347) 645-4045 (212) UNION,1331TITANSHARONUNION,1331TITANNEW55SALAMONZWasserman@sharonengineering.com(718)YAUYEUNG@TITANENGINEERS.COM(908)SEGGRP@GMAIL.COM465-1616624-0044752-1500ENGINEERINGGROUPWEST39THST.SUITE303YORKNY10018ENGINEERSPCSTUYVESANTAVENJ07083ENGINEERINGPC(908)624-0044YAUYEUNG@TITANENGINEERS.COMENGINEERSPCSTUYVESANTAVENJ07083SIMON@RABSKYGROUP.COMTOTHEBESTOFMYKNOWLEDGE,BELIEF,ANDPROFESSIONALJUDGEMENT,ALLWORKAPPLICATIONISINCOMPLIANCEWITHTHE2016ENERGYCONSERVATIONCONSTRUCTIONCODEOFNEWYORKCITY. 1" = 1'-0"11 STUD SLAB EDGE 1" = 1'-0"9 CMU SLAB EDGE 1" = 1'-0"10 CONCRETE SLAB EDGE 1/2" = 1'-0"13 ROOF & TYPICAL BULKHEAD PARAPET SECTION 1/2" = 1'-0"14 ROOF RAILING SECTION 1/2" = 1'-0"8 2ND FLR ROOF TERRACE PARAPET DETAIL COUNTERSEALANTFLASHINGSEALANTROOFING FLASHING SET IN NON- HARDENING 1"SEALANTX1/4"DRAW BAND METAL HOOD (BY ROOFER) SAME WEIGHT OF MATERIAL AS FOR ROOF PENETRATION METAL PITCH DAM FASTEN FLANGE TO CONC. ROOF PIPEPLANKSIZE VARIES CAST-IRON DRAIN SET COVER DRAINCONCRETEDRAINSLOPPEDCW15INSULATION6"ASMEMBRANEWATERBALLASTBOARDPROOFINGSPECIFIEDMINIMUMRIGID(FORMULAROREQUIV.,6"MIN.)18"PERFOOTTOSLABPIPE EXHAUST FAN TURN UP ROOF FLASHING OVER CURB AS SHOWN SOUNDFLASHINGATTENUATING CURB (BY EXHAUST FAN SUPPLIER) SMOOTH SURFACE FLASHING ANGLEROOFINGC.I.P.SLABORAS INDICATED SEE STRUCTURAL DWGS. PROVIDESTRAINERADDITIONAL SLOPE TO DRAIN OF 12" PER FOOT BY INSTALLATION OF TAPERED EDGE FLASHINGSTRIPS AND COUNTER FLASHING AS PER MFG. CONTINUOUSROOFINGMETALSPECIFICATIONSFLASHINGRIGID INS. (FORMULAR CW15 OR EQUIV., 6" CONCRETEMIN.) 1'-0" BLUESKIN WATERPROOFINGWP200 OR EQUIV. BLUESKIN WATERPROOFINGWP200 OR EQUIV. BLUESKIN WATERPROOFINGWP200 OR EQUIV. BLUESKIN WATERPROOFINGWP200 OR EQUIV. LIGHTING CONCRETEBLOCKINGSOFFITSEALANTCONTINUOUSATEXPANDINGFIXTUREFOAMSEALANTPERIMETERBEADOFFINISHASREQ'SLAB GROUND FL +0' - 0" (EL:50' - 6 1/8") 151 SF 133MECHC-12SFVEST1-02a 6" RIGID INSULATION (MIN. CONCRETER30) SLAB CONCRETE SIDEWALK 01" 168""" EXTERIORBUILDING 8" DROPPED CONC. SLAB CIP GRAVELFOUNDATIONCONCRETEWALL ALUMINUM STOREFRONT,FRAMESEESCHEDULEFINISHEDFLOOR CONTINUOUS WATERPROOFING METAL FOAMULARPANELCW15 OR EQUIV. ENCLOSURE (R10.8) [R30] RIGID INSULATION R30 MIN. RIGID INSULATION R30 MIN. 2 3 4 5 1 TYPICAL 1" = 1'-0"11 STUD SLAB EDGE 1" = 1'-0"9 CMU SLAB EDGE 1" = 1'-0"10 CONCRETE SLAB EDGE 1/2" = 1'-0"2 GROUND FLOOR ROOF SECTION DETAIL SECTION PIPE FLASHING 3 1" = 1' 0" DETAIL SECTION EXAHUST FAN 4 1" = 1' 0" DETAIL SECTION ENLARGED ROOF DRAIN 6 1" = 1' 0" MOUNTEDEXTERIOREXTERIOR LIGHTING FIXTURE 1"2" 34" 6" 34" 102 1"/2" PAREX EIFS PANEL OR EQUIV. BLUESKIN WP200 WATERPROOFING OR EQUIV. PEAL AND STICK WP, WRAP AROUND R.O. H.M.SHEATHINGSEALANTFRAMEFRAME 1 LAYER 8" GWB DOOR 1"2" 34" 6" 34 1012 1"/2" PAREX EIFS PANEL OR EQUIV. BLUESKIN WP200 WATERPROOFING OR EQUIV. PEAL AND STICK WP, WRAP AROUND R.O. H.M.SEALANTFRAMEFRAME 1 LAYER 8" GWB ANCHORDOOR 3344 SHEATHING INSTALL W/ CECO DOOR THERMAL BREAK FRAME OR INSTALLEQUIV.W/ CECO DOOR THERMAL BREAK FRAME OR EQUIV. B1. HEAD B2. JAMB PROVIDESTRAINERADDITIONAL SLOPE TO DRAIN OF 12" PER FOOT BY INSTALLATION OF TAPERED EDGE FLASHINGSTRIPS AND COUNTER FLASHING AS PER MFG. CONTINUOUSROOFINGMETALSPECIFICATIONSFLASHINGRIGID INS. (FORMULAR CW15 OR EQUIV., 1'-0" 2" RIGID INSULATION (R 10.8, SEE ENO.106) 6" METAL STUD PAREX EIFS OR EQUIV. 2 LAYERS 5/8" GWB 3" SPRAY FOAM INSULATION CONT.(R13) BLUESKIN WP200 OR EQUIV. 01'" 12" CONCRETE SLAB 1'-0"2" RIGID INSULATION (R 10.8, SEE ENO.106) 8" PAREXCMU EIFS OR EQUIV. 1 5/8" CONT.STUDBLUESKIN WP200 OR EQUIV. 12" CONCRETE SLAB 5/8" GWB 012" RIGID INSULATION (R 10.8, SEE ENO.106) 8" CIP CONT.1PAREXCONCRETEEIFSOREQUIV.5/8"STUDBLUESKINWP200 OR EQUIV. 12" CONCRETE SLAB 5/8" GWB ROOF TERRACE +110' - 0" BULKHEAD ROOF +120' - 0" (EL:160' - 6 1/8") (EL:170' - 6 1/8") T.O. STAIRS PARAPET122'-6" 91 SF STA R B 146 6"5"8" PAREX EIFS OR EQUIV. 8" CONCRETE SLAB 6" RIGID INSULATION (MIN. R30) EPDM FLASHING BLOCKINGCANT AS REQUIRED METAL COPING AND FLASHING PAVERS 1'-0" RIGID INSULATION R30 CIP CONCRETE SLAB 8" CONT. INSULATION (MIN. R10) ROOF TERRACE +110' - 0" (EL:160' - 6 1/8") 1445 SF MECH11-05AREA THERMALLY BROKEN ALUMINUM CURTAIN WALL, SEE SCHEDULE GLASS RAILING @ ROOF /22'-111"5"6"8" BRICK PIER BEYOND CAST STONE SLAB CAP W/ METAL FLASHING CONT. WATERPROOFINGMEMBRANE PAVERS, TYP. @ ROOF RIGID INSULATION R30 1' - 2 3/4" CIP CONCRETE SLAB 2ND FL - ROOF TERRACE +14' - 0" (EL:64' - 6 1/8") 6561 SF PARKING2-02 STONE COPING STONE W/ DRIP EDGES /861"3'-57/8"5"6"8" 2" RIGID INSULATION W/ PAVERS,MEMBRANEWEATHPROOFINGTYP. 1" = 1'-0"11 STUD SLAB EDGE 1" = 1'-0"9 CMU SLAB EDGE 1" = 1'-0"10 CONCRETE SLAB EDGE 1/2" = 1'-0"13 ROOF & TYPICAL BULKHEAD PARAPET SECTION 1/2" = 1'-0"14 ROOF RAILING SECTION 1/2" = 1'-0"8 2ND FLR ROOF TERRACE PARAPET DETAIL

27 ≡ EXHIBITION / MODELING / VISUALIZATION ≡ ≡ PATTERN BOOK ≡ [SITE PUBLISHED 2015; https://www.lrc.rpi.edu/patternbook/] Based in 3DS Max, scenes were created for a Lighting Pattern Book with designers at the Lighting Research Center in Troy, NY. The book sought to give a pre view of typical lighting patterns which different available technologies could afford. This was achieved through simulating lighting with photometric calculations in virtual 3D room layouts. 23

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34 Tyler Doherty 947tylercdoherty@gmail.com+1.518.380.0494St.MarksAve,Apt2BBrooklyn,NY11213 32 Tyler Bainbirdge428tylercdoherty@gmail.comDoherty+1.518.380.0494HarborviewDrSE,#145Island,WA98110