9E 71 NEW YORK ‘The Office of THIERRY W. DESPONT a NY. ———_—___—___—_ MECHANICAL ENGINEERS rin el = “> : : | . | — = te Berk Tae — STRUCTURAL ENGINEERS 2 Facsieule i 3 : Z eel TOL , : - — — . . : 4 une 22, 1990 Revisions Ca ae" i 2 . U3 : ugust 31,190 Revisions % . \ § DECEMMER 17, 1990 a) MILLWORK PACKAGE SHEET 6 (CO a TN i MAY 7, 1991 FEM SOW ASST E94! SH Ey 2 rend SSS Hak & f iy, Yh ar oe | g aoa al anene aor A ia an il al 7\ Hy SSS \ SG : iw Ley) i ® Bes NS NSS N ; iN ! | = ; J ba ie » MEE biel lima auliee jp aD SEZ. re Ceramic Tile At Bathtub (x) we ae we “ a oP ww FIFTH FLOOR PLAN PLAN LEVEL 70-7" Dare MAY 21, 190 SME ee TA DRAWING A-106 EFTA00258225

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Rast Facade, Typ. (2) See Exterior Restoration Dwys, R2 de R7 TP, = aes SG CP a SONS NY SSS SS SN WS NK {© 199 The Office of Thierry W. Despont Lad All Rights Reserved. EFTA00258226

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The Office of THIERRY W. DESPONT as New Yor, N.Y. 10013 “ast Concrete _ x 7 se = am MECHANICAL ENGINEERS a rocanyise ve ior | | awe : ay ! 7 Jobin Le Ader i Blevator Renthou: : = : it L. son see surat : | Roar weir 5 i a . J 7 —_ "J ’ _ STRUCTURAL ENGINEERS ROOF 2 . TO. SLAB EL. +173" » Existing Copper Clad Dormers ; —_ ac ernnzo ve on tL | | LN Expansion Joint At Parapet & Coping LECEND + _- = TOC. - Top Of Chimacy = = 2 TOP. 2 Top OF Parapet = S-- E —— ee at a at lee = ROOF PLAN EFTA00258227

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SF ET en = ee ee re gee © 1989 The Office of Thierry W. Despont Ltd. All Rights Reserved EL. 54’-11 3/4" “Underside of Ceiling * Spring line of Vault EL. 40'-11 3/4" -3rd Floor Top of Finish Floor : Alt 40'-7 3/4" Xv Top of Structural Slab [> EL. 38'-O 7/8" p Underside of Ceiling . fy EL. 21'-11 5/8" —2nd Floor Top of Finish Floor Ay EL. 21'-7 5/8" Top of Structural Slab () EL. 19’-9" \P Underside of Ceiling EL. 5'-0" — Ground Floor Top of Finish Floor \ EL. 4’-8" _ -- Top of Structural Slab SEL. 0-4" — Top of Finish Floor L. 0’-0" ' ‘Sidewalk pwmyeren. s 16-1 1/4" Drawing Room See A-116 nt 4 | — me Lis | Entry Hall EFTA00258228

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Letrocmal € 82'-1 1/8" — 6th Floor EL. Top of Finish Floor es EL. $1'-9 1/8" : Top of Structural Slab EL. 80°-0 1/4" ia F Linderside of Ceiling EL. 81°-3. 1B wana O+ EL. 70’-7*- 5th Floor TW Top of Finish Floor. y ei EL. 70"-3" = Top of Structural Slab : _ BL @'S7)8"" 7. | or oi j Pie EL 57°-11 1/2" - 4th Floor o Top of Finish Floor Top of Structural Slab aU yo 1 r 7 ‘2 ue “ Gy = = ; + 4 EL. 54’-11 3/4" : ; E Underside of Ceiling z - ares =: —= ——— See F lebkaei: ‘ ——— } : . SS iy SS at i : 6 bt SS eS SP eo EFTA00258229

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po row pmelarman nih ~ New Brick Chimney - Locaw olber PE sensoes opposite BS ne HTT “ee é Be lina G- — + =" Co-ordinate photortoctrs: pres & with decharecal equepment acations. Mi MATAR HET a! PARTIAL SECTION Rovkace chimney height by (13) brick courses to EL. +12 otie gCoKitchen Exhaust See Mechanical Dwgs \ SE. 108 6 1/F TE % M ot. LCC Gading® Fire Cote °C GWE on (a, Poean taneets 1 aoe aes Sve Gusvee. is i - Acces> MUST se Powe Draws | aS vl __ Metal Purring At All ‘ LONGITUDINAL SECTION Vraro EFTA00258230

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_ eee ener eee ee STE reapers pererer poe niente oes : op reer? FERS E PAE <7 Cnet EmREgE A qperniy-0o~ tag temp aaeny ARE TTErSEe ee eee . e go a ades Si a 8 ee. : rae: . : TOTEM Pe Re reg ron emertae TNR MRT IERTORE POM mene HRM fe Hem as aN tte na AC RRNNNINN oN STR RN oR IN A ny ecemeemneee wears merges eres es ‘el ’ : : ? rate pees 4 Met - a Se 5 be : —— een : = ‘* eae 7 - ~ yy EL 57°-11 1/2" 4th Floor vee diel CIEE NG Fz yp of Structural Slab EL. 54°-11 3/4" _ _EL. 37-11 7/8" Underside of Ceiling EL. 21'-11 5/8" 2nd Floor. Top of Fini ; , 4 EL. 21'-7 5/8” et Top of Structural Slab , | 4 EL. 14-0" - rT Underside of Ceiling | . | EL. 5'-0" Ground Floor % Top of Finish Floor EL. 4"-8" Top of Structural Slab - 4 EL_0'8"_Entry Hall Top of Finish Floor Bia ACE Monat a ne er SMR SRS RASA | A LR sete antes Ser TRA ee 3% 7 © 1980 The Otic of Thierry W. Despont Lid, All Rights Reserved, cs eet en EFTA00258231

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na bad —ae sow sess Cape 6 in teeta ser ee Se ee ee - U dintinn Ele aliaee eeeth ot oe oe oe oS Pe - : . ee ‘ 4 ap Sie eel as a Pt be lee ed ke ee Le eed ee a eC ee aera wr en Re ee H tom? ‘ . . a j . MECHANECAL ENGINEERS 2 i _ EL. 54'-5 3/8" cr : mM EL S330" e+ cm sd L. Aber ' . » Underside of Ceiling Underside of Ceiling % H ~ New concrete ee metal deck. STRUCTURAL ENGINEER =. — a § eS) ee EL. 40°-11 Sig” rd Floor Lp we Finish “\ , Lo EL. 40:7 e \ EL 40-1138" lg ‘ Top of Structural Slab Top of Finish Floor s . Laer ’ . TT this Underside of Ceiling ST ee es Re ome meer ee er ¢ . i : : ro EL. 21"-11 5/8" -2nd Floor __ H ) Top of Finish Floor Xe ip ’ ‘st = . EL 21°. 7 _ x tiered SF ! : ap EL 197 1 _ ? Si inderside of . ‘ , “S—= New concrete on metal deck. to ‘See Structural Drawings. __EL. 14°-6" 4y — ~ Underside of Ceiling. i Soe ? t t AE 5 i : oy ww, L 5°-0" Ground Floor ___ 35 ; Tn of hash Floor VC i " 3 : — EL. 5'-0" — Ground Floor. ty —_ : ; Obs si Top of Finish Floor t 2 ‘ Match Line A209 TRANSVERSE SECTION EN ee TE we Ae Sem meme sarge 7 1989 The Office of Thierry W. Despoet Ltd, Alf Rights Reserved, EFTA00258232

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Sey ete aT ETE oe ee ee ee EL! ee en SF ow ne Nee ms Te ee ae aes ee ee Seated aie pa heel Ae F800 — . — ~P Underside of Ceiling [a Se 2 + = ween en. rsue op FL 70-7 = Sth Floor Top of Finish Floor ~\ EL 70°-3" - Top of Structural Slab EL. 66°-11 1/2" - SF Underside of Ceiling are afl w4 ver mC UPPPIBANATIMNIFAATINNATY +— 4p fl sre 12"—4thFloor t Top of Finish Floor \ (> EL.S7'-71)2" D Top of Srncharal Sab i | ' : ———9 ‘ Match Line 1/A-206 | | ——.—__——- Match Line 2/A-205 + FL. 7877" Underside of Ceiling New concreteon metal dec. ‘Sce Structural Drawings. z -+ 4 EL. 70'-7"=S5th Floor 2 Top of Finish Floor \ EL.70'-3" a — : Top of Structural Slab 4) EL. 66'-111/2"_* | Underside of Ceiling t { } “| gy EL 57-11 12"-4th Floor 1 Top of Finish Floor \ EL.S57-71/2"_ — WP Top of Structural Slab TRANSVER N wicket Lt 2b ee cw} aie SET ET fee reme eet ent tee BP ee penieenes eo PP Lie eT TTP Re a a ae a amr Tr : . 7 . . . . : 7 ™ te . « os le 7 : ™. -“ Tre Ome any THIERRY W. DESPONT * New York, N.Y, COR) MECHANICAL ENGINEERS | Bah Alter x try Newwalt C1 O6KS! ELS STRUCTURAL ENGINEERS ‘a . NY. KAD ~ —. ’ . hr Dare —_—_—_—_—_—_————<—— Me REVISIONS ee O ecat datte * Sateen = Satemma Y Ieevvoulerinvendverrenverrenee:* 7 TA” DECEMBER (81909 7 . - Sen eg <5 EFTA00258233

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Sep roe one er ner ny” Match Line 174-205 4 EL. 0°-11 5/8" Underside of Ceiling ~ EL. 0°-0" Grade MECHANICAL ENGINSERRS Comal pees EL. -7°-6 3/8" - Cellar Top of Finish Floor EL-7'-103/8" —_ 6 Top of Structural Slab FL-8'-2 3/8" ide of Structural Slai \SUUURTEATTR VET APE ANCESTRAL ITTE H } STRUCTURAL FNGINEERS iy Ove Arup & Partsers , Ld ; Openings to receive HVAC louvers. . CM to verify exact dimensions and : Farven EL. -17'-5 5/8” — Subcellar | Room . . Wcetions of openings ‘ \ NTORATAN NN A Se TUTE TEATOTARAY: Atal L, avaoap\ P Top of Structural Slab ‘= SEaNA Ler tre a eee EL. 17-5 538° es eee eee of Finish Floor ty Mi LU WO DAU AD at alla et EFTA00258234

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Wn Seg agT Ren uN tees tLe ey . er iT. PEE LA TTT LO NT GOTT ee ET Sen eee Meese MEN SE TRESS > | £" Md —“s* a, . Or eee Teer Match Line 1/206 >” Underside of Ceiling THIERRY W. DESPONT ee rene ANS ae hh me « Top of Finish Floor 3 . . fs ae ae: : . oy “WECHANICAL-ENG L.7°-10 3/8" Top of Structural Slab EL8*-23/3" Underside of Structural Slab AT ATART LTE DOE TAT - 7 t . . EL. -17'-5 5/8" — Subcellar : 5 n = = ee ee ce it we oe es Sein e = + i E E ' ‘ Ei = z = ms EB z a TRANSVERSE SECTION a . EL.0'-11 5/8" He = weet .o. 4 Underside of Ceiling 5 3 - soa ‘ . ; “ \. : EL. 0'0 é z z € é = = = Top of Finish Floor = & = r4 : EL. 7-10 3/8" BS = x Top of Structural - i 6 EL8*-23/8" / ca Underside of Structural Slab i : Li. ; o's ov ~ ©1999 The Otfice of Thierry W. Despont Lid. All Rights Reserved. EFTA00258235

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+ © 1990 The Office of Thierry W. Despont Lid. All Rights Reserved. r — 4 < i n = ° ° % a a is Is al: iz ——= iSSaiN| ; | oe ‘(eee PS EL.40-113/4" | - 4 = Ee Hie ; EFTA00258236

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re a a Te © 1990 The Office of Thierry W. Despont Ltd. All Rights Reserved ‘See A-4i6a jor Flashang Details TH x 2-6 LD. lift Veet with 18" x 13" Lowvers and Backdiramt » Provide 1.0 41. Min. Free Ares, Mount aT x7 LD. insulated Curb. STRECTIRAL ENGINES iy (re Areg 4 Ponmers 2-6" x #6" LD. Bedroom Stair Soke Vent ——+ : (1 i at = : on 7-6" x4 LD. Insulated Curb. No permanent, | . f ‘ rn i 1 = ‘New York. NY KE Ventilation is Required at this Vere. H | wie i r ——<——_—== = coerbertorarr | | EFTA00258237

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Se ee ee NEW YORK THIERRY W. DESPONT jo01) . WECHANICAL ENGINEERS ° d _’ — | immed | I . ie | ‘I ail: ————— : | 7 \ — =: \ 7 < —_—_— eT Y oe e oti — (v7Ater a — , ‘ i) - " —SS— — ee : = ill Se (6 ———ITTt 3 oF FT | ~ HK YG Oj Cite SN al | ; or [ i” | | ———— a == far ' | ; | | I | u & = i iJ 3 - 2/160 g i ) PE: Per etnies intent aan tbe bas ecniackn enschnkeaiinese sass as dec rcnattndes-omnbtrabeteeentlt wninatinteibnaindb tration: eans hin crt cna PT OMER SA BMC PEER TAT TE OE ORTON 5 cain amare tne Aine othuiadnendaase.tteatices heae'e: oles Rei cdecuions & Ee ha ae Ee gio icete va SD Satis cee DOAN Octet clon ase Tanta Lee Seon EFTA00258238

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3 : ode ; 2 2 ww 7 Se TSS shag tires Poco wienaqmon gy om eee 8 my emo ae mE, RS TEN om Fag EO I mF mae NNR I RE ARR OE ERE ER TE NEW YORK. THIERRY W. DESPONT a) LAW NON NNN Set * Note: Intermediate | Ind | the same as this except that paneiling t carried down ‘Note: Perteneter stringer hangers are to be located within 2" ‘ i STEP SECTION rete Se ' THIRD FLOOR LANDING SECTION RES EFTA0025823

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+ © 1990 The Office of Thierry W. Despont Ltd» All Rights Reserved, dav lm Scenario Secure Sud unlk Ae mm at a a am Sm ay hth was wi Te

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MECHANICAL ENGINERRS | dete L. Amie STRUCTURAL ENGINEERS | ~. Ove Arup & Partners ; ee PL ah al cid la nated ae Chae tlanaen Sot ane ee ak are thin catenin fata dl Nad adek Say dnb BE bes 5 Slap eb lee abond ine tee sb Se thy Makes eh REL oo ae le Pe Lee ee i se es EFTA00258241

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x ¥ ty a wes Ye a PP ne Spee ata BEE “a Tenia i a ae ee EFTA00258242

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EFTA00258243 | a ° svos‘Tind NOILOdS - T11VLEdG oho Ste Dae enn aed . ar ae NEW -YO.RK: | ‘The Office of STRUCTURAL ENGINEERS MECHANICAL ENGINEER Norwalk. CT Dl + Ere erier mete ers + ' et a ene he ane Be 4s ’ eee oe w ak athens eee eS & " ' _ : j : je 26. = _ a a is Pub he ptt Sih stn ha i ch man nats Mt ta en tt a nse siatsseenies aa aintt a ettetemantinsaninietn deals

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© 1990 The Office of Thuerry W Despont Ltd All Rights Reserved ISE71. SRC SH) CNET NRTRNPUERONEE FT DEEN NEW YORK. ‘Te Office of : c THIERRY W.DESPONT | . _* New York, N'Y 20013 Cee eT aererreraeel . MECHANICAL ENGINEERS Jobe L. Altiert . Enpneess a STRUCTURAL ENGINEERS _ Ove Arep & Partners ‘ i PTRHSre - _ et ly EFTA00258244

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a a = “ “ = s z z ° 3 3 ar ie 2 Some = 18 <* Fi < * 24 s xz © nd ed P 2 > ¥ = . * “ = | IN A ION _: fo 1 2/80 PCN EFTA00258245

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‘DINING ROOM! WEE REE ze3 one |%, es ne i Le NORTH ELEVATION | , _ EAST ELEVATION ’ ©1989 The Office of Thierry W Despont Lid All Rights Reserved calli. == — MECHANICAL ENGINEERS Jobe L. Altiert — STRUCTURAL ENGINEERS E FTA00258246

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MECHANICAL ENGINEERS Joba L. Altiert —————e STRUCTURAL ENGINEERS & Partners i] é 5 Z % Pt 5 & 235 7h SOM WEST ELEVATION © 1999 The Office of Thoerry W Despont Lid All Rights Reserved EFTA00258247 ow kkre bel % 4 A . ry \, ‘ t t 4 5 . $ i , r, Fo Ps ‘, )) : on eo, a t\ . ‘ . = . ae enn at een Ee ee at

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AF. __4_s/F 4 ee of | : SECTION CORNICE - ELEVATOR VESTIBULE 3-02 . ' FULL SCALE _~ \ ELEVATION _ BEDROOM STAIR BASE SECTION SECTION CORNICE SECTION FOURTH FLOOR LANDING AND FRIEZE FULL SCALE FULL SCALE \FULLSCALE — 3rd FLOOR LANDING 3-04 HALF FULLSCALE © 1990 The Office of Thierry W Despont Lid All Rights Reserved ‘The Office of THIERRY W.DESPONT . New York N 10013 MECHANICAL ENGINEERS Joba L Alert ' EE eed STRUCTURAL ENGINEERS bs BEDROOM STAIR - DETAILS BASE, HANDRAIL, CORNICEFRIEZE On tel oleate Poe re EFTA00258248

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penengree eye eas oon g wan res, ym = ELEVATOR VESTIBULE Te TE RRR a IS RON ST RE 58H yo RRA Ca ae ee (EE l « ‘se - , ' = a ' * ‘ . Wea . { - -_— ~ - - . 7 + mn te or a el ss wlan - . at Stee ee o-? - 3 wee | . . , . rt io : i Ve : ? se . , 1. en) .- a ee ' “Ht ¢ — oo ead Re OS eee 2% olen “aeete sees y. Bt E FTA00258249

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SITTING ROOM! Inl NORTH ELEVATION } EAST ELEVATION: EFTA00258250