-. .

May 25,2016

City ofNew York Board of Standards and Appeals 250 Broadway, 29th Floor New York, NY 10007

STROOCK

Attn: Margery Perlmutter, Chairperson

Re: East 14th Street Owner LLC 432 East 14th Street, New York, NY Block441 Lots 23 & 32 BSA Calendar No. 2016-4183-BZ (the "Application"}

Dear Chairperson Perlmutter:

By Hand

Ross F. Moskowitz Direct Dial: 212-806-5550

Fax: 212-806-6006 rmoskowitz@stroock.com

On behalf of East 14th Street Owner LLC, we respectfully submit the following documents to the Application, originally submitted on May 9, 2016. Enclosed please find one (1) original and two (2) copies of the following documents:

1. The revised New York City Environmental Quality Review, Environmental Assessment Statement (EAS) Short Form, dated May 3:, 2016, including the New York City Landmarks Preservation Commission Environmental Review, "Archaeology Review Only", (Appendix A), dated May 10,2016, prepared by AKRF, Inc.; and

2. A current Radius Diagram/Land Use Map, prepared by AKRF, Inc.

Please do not hesitate to contact us should you have any questions regarding the Application.

Thank you for your cooperation and assistance.

Enclosures

NY 76J96879vl

STROOCK a: STJ\OOCK 8l LA\!t.N LLP • NEW YORK • LOS ANGELI!S • MIAMI • WASHINGTON, DC 180 MAIDEN LANE, NEW YORK, NY TEL fAX :Z.IJ. . 8o6.6006 WWW . STROOCK.COM

Board of Standards and Appeals May 25, 2016 Page 2

cc: East 14th Street Owner LLC Ms. Gigi Li, Chair, Manhattan Community Board 3 (by overnight delivery) Ms. Susan Stetzer, District Manager, Manhattan Community Board 3 (by overnight delivery) -Honorable Rosie Mendez, City Council Member (by overnight delivery) Honorable Gail Brewer, Manhattan Borough President (by overnight delivery) Martin Rebholz, Borough Commissioner, Manhattan Department of Buildings (by overnight delivery) Mr. Carl Weisbrod, Director, Department of City Planning, Manhattan Office (by overnight delivery) Mr. Christopher Holmes, Department of City Planning, Manhattan Office J .S. Freeman Associates, Inc. SLCE Architects, LLP Fernando Alvarez, AlA Associate

NY 76196879vl

STROOCK & STROOCK & LAVAN LLP • NEW YORK • LOS ANGELES • MIAMI • WASHINGTON, DC 180 MAIDEN LANE , NEW YORK, N Y 10 0 38-4982. TEL 2.12..806.5400 FAX 212 . 806.6006 WWW.STROOCK.COM

.....

May 9, 2016

City of New York Board Qf Standards anci Appe;,tls 250 Broadway, 29th Floor New York, New York 10007 Attn: Margery Perlmutter, Chairperson

,!l·jt . .,q p 1113. L:U Jl 'tP··· .

CI\L.HO .. By Hand

Ross F , Mqskowitz; Direct Dial Direct Fax rmoskowitz@sttoock.coo1

20. 1 s-418•J., .• !OIB. ·z,, · ... .... . ,,· Re: 432 East 14th Street (the "Proposed Project")

Block 441 Lots 23 & 32 Borough of Manhattan {the "Premises'')

Dear Chairperson Perlmutter:

On behalf ofEast 14th S,treet Owner LLC, enclosed please find one (1) original two (2) copies and one (l) CD of the following set ofdocuments, maps and drawmgs, w.bich are being filed to Sections 72-21 a11d 23-l():J of the Zoning IZ,esolutjou of the C:it\' of Ne\v York for the proposed variance regarding the Proposed Project at the Premises:

1, 1\pp.lication·Form (BZ);

2. New York City Department ofBuildings' Notice ofComrnents, dated April 29, 2016; Job .Application No. : 121192342;

3. Affidavit of

4. of tht; ApphC<\.nt in suppon of a Section 72-21.

5. Certificates of Occupancy;

6.. Pending Department of B\tildings and Enviro.nn1e11tal Contl'ol Board Violations;

7. Economic Analysis Report, prepared by J.S. Freeman Associates, Inc ., dated as ofApril29, 2016 ;

8. Zoning Map No. J2c:

NY 7.6!82t>Q.f

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Cha,it-person Board of Standards. and Appeals May9, 2016 Page 2

9. BSA Zoning Analysis Form, signed and sealed by SLCE Architecture, LLP;

10.

11 . Radius Diagram/ Land Use Map;

12. Photographs of the Premises;

13. Departm.ent ofBuildings Dem,0htion in lieu qf Existing Plans;

14. Conforming (As of Right). Plans, signed and sealed by SCLE ATchitecture, LLP, dated as ofMay 5, 2016;

15. Proposed Conditions Plans., signed and sealed by SCLE Architecture, LLP, dated as of May 5, 2016;

l6. List ofAffeqted Property Owners; and

17. CEQR Environmental Assessment Statel1lent and .Environment Sqpport prepared by Inc.; dated as. of May 3., 2016.

We are also enclosing two (2) checks in the. am.ount of $12,100 (Variance apphcati.on), and $27,3;25 (CEQR applicatio11),. represeming the filing fees in conneotion with. the applioations.

Please free to contact me sh:ouki yop have any Thank you for your cooperation :111d assistance reg;trding the Applicatio.n.

Ross F. Moskowitz

Et1closures

cc: l4th$treet0wnerLLC Ms. Gigi Li Chair, Manhattan Community Board 3 Ms. Susan Stetzer, District Manager, Queens Comnmnity Board 3 Rmie Mendez, City Council Member Honorable G4i1 Brewer, Manhattan BQrough

NY 76182604

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Cfutirperson Perlmutter Board ofStandards and Appeals May9 , 2016 P<tge 3

Mr. MardnRebholz, R.A. , Borough Comn1issioner, Manhattan .()epartmenr of Buildings Mr, Carl Weisbrod, Director, Department efCity Planning; Manhattan Office Christopher Holme, Department of City Planning, Zoning Division SLCE Architects, LLP, Fernando Alvarez, AlA Associate · JS _ Freeman Inc.

NY 76182604

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•. _.

w

ZONlNG (BZ} CALENDAR Application Form

.Board of Standards artd Appeals

250 Broadway, 29th Floor New York, NY 10007 212.c3B6.000;J- Phone

- Fax nyc.govlbsa

BSA APPLICATION

._ CEQRNO. l-6: . BS A

SectionA

Applicant/ owner

Section B

Site Data

Section C

Dept. of Buildjng · Dec;isicm

Section D

o escription

E3$A H:is.tory and

Rela(!?dAction,s

s·ectionF

Signature

117M •• . •.. ' ·.1 ... .;

,---. 1 .,., .. . ,. 180 M.aiden Lane -· · ' · 6 East 94111 Street

.. ' .. ::': .. , .. '_" ..

Ne\11/ York NY 10038 New Yqrj< NY 10128 . .. :'. ...... --·:··

(212) 80Ei-5550

(21.2} 806-6006 2016-4183-BZ rmoskowitz@stroock.com

10009 432-438 East 14th Street a/kla 435_-445 East 13th street New York, NY -.. · .. -. __ _._

Through lot with frontages along East 14th Street between 1st Avenue & Avenue A .' . :1. .. ·:· <.: .. :: ..... , .·:. ·'··:-·•·· ----- .. , ..

44 1. 23 &32 Manhattan 3 None .. : .-. ,.., . .... ..... ... ·. ·. -: . ··. -. ..:' ..

Rosie Men.c:Jez 12C ··,·: :·· : ...

BSA AUT_HQRIZ/NG SE'CTION(S) for .0 VARIANCE, 0 $PEC!N PERMIT { InCluding 1H1) Seciion(s) of the. Zoning ResPiu.tioo to be Vgried 23-i 63 (floor area) a.nd 35-65 (h.eightanq setback)

008 Decisiof)(Qbjectipnl date_· APr(129, 2016 ... ... on App/ipa(ion No:

(LEGALIZATION 0 YES. IZJ NO 0 IN PART)

Bulk variance to modify floor area, height, and setback in connection with <3 proposed construction of a mixed residential and commercial building, with approximately 131. square feet offloor are.a. ,,

·a

If ''YES- !o. any ofthe below questions , please extJif.iin in S;[A1EMENTQF fACT$ YES. NO

• 1. Has the.. premises.., been the ::>IJbJect otanyprevio.us BSA applicati..on(s)? , .. , [{] 0

PRIQR £3SA APPU(;A TJONNO(S). Cat No. 2. Are there. any appiications concerning thepremiseSPii!flding be.fore any other governm.ent agency? .... [7] 0

. 3. Is theprqpertyt/Je s!:!bjectof;;myc_ourt action? ... " .... .............. ..... , ... .............. .... .... ........... ...... ._ ... .. ... .... .... . .. 0 [2]

1 HEREBY AFFIRM THA TBASED .ON INFORMATION ANO. BELIEF, THE ABOVE $TAT!:.MENT$ AND THE STATEMENTS

CQNTTr'""·=:E Ross F. E!>q. Authorized Representative . ·.·. , sust/Jf=H.,HAW .. . ... ,J

__ Nnh"ARY Y PwbfJc. State qf Naw Yor!{ · · 1: · · .. . No, OlSH6124690 . i

". C :n t\lngs County · <"1 . omr:russJon ExpirE!s Marcil 28, 204 l

Buildings

• w •

Notice of Comments

NYC Hub Department of Buildings

80 Centre Street Third Floor

New York, New York 10013 nycdevelopmenthub@buildings.nyc.gov

Owner: RICHARD KESSLER . Date: 04-27-2016 . . .

. . . . - _ , ..

J_!!b jl: typ!!: M.J

Applicant: ROBERT LAUDENSCHLAGER Premises Address: 432 EAST 14 STREET MANHATTAN District: G l-6A

Block: 441 Lots: 23 · Lead Plan Examiner at NYC Development Hub: Damian Titus

Examiner ' s Signature:

No. Section of ZRand/or MDL

I.

2.

3.

Comments

Proposed floor area exceeds the maximum permitted as per ZR 23-153 Proposed street wall along East 14th Street does not comply with the required setback above the minimum base height as per ZR 35-65. Proposed building height exceeds the maximum perm itted as per ZR 35-65.

t:lY Scott 0. RA

Borough Commtsstoner

DENIED For Appeal to Board of Standards And Appeals

Date: 04/29/201.6

Date Resolved

PER-12 (6/05)

250 Broadway, 29th Floor New York, NY 10007 212-386-0009- Phone

Board of Standards 646-500-6271 -Fax and Appeals W\V\v.nyc.gov/hsa

OF OWNERSHIP AND AUTHORfZATION

Affidavit of Ownership

being duly sworn, deposecs and says that (s:}he resides

6 East 94th Street . New york . . . . . New York· .. at ·· · ·· · · · · ··· · · ,intheCityof · · · · mthe<:ountyof 1nthe

S. f New York h East 14th Street owner LLC . .h f f .11 . . tate o · · · t at rs t e owner in ee o a 1 tjlaJ

lot piece or parcet of la-nd ID£ated in the Borough of Manhattan , in the Oty of New York

and known and designated as 441 , lot(s) 2 3 and 32 . Street artd House Number

432 East 14th Street .d h h . .. · h d 1· · · · · . · : an t att . e statement OJ .acts rn t e annexe app 1catron are true.

Check one o-f the f6llowing conditions:

0 Sole property owner {)f t:oning lot

0 Building

D Condominium Buifding

[ v'J Zoning fot contains more than one tax lot and property O'INner

Owner's

The owner identWed above hereby authortzes ?.t.r<:)()Ck & .. .. . to the arm('?xed (lpplic<!tior:J in her/his behalf.

Signature of Owner

Ptl.nt Name

Print Title

! .... J Sworn to me this _____ day

Revised March 8, 2012

STROOCK

STATEMENT OF THE APPLICANT

Re: BSA CaL No; . 432 East 1:4th Street, Manhattan Block 441, Lots 23 B:rtd 34 (the "Site")

May 6, 2016

This application (the "Application") is filed pursuant to Section 72-21 of the Zoning Resolutioi1 of the City ofNew York (the Resohrtiori" or "ZR"} and Section 666 ofthe New York City Charter. The Apphcation seeks a bulk vat1at1ce to modify the floor a.rea regul&ti0ns of Zoning Resolution Section 23-153 and height a,nd setback regulations of Zoning Resolution .Section in coru1oction with · the construction of a mixed residential an:rl conunctoial hu11di.rtg (the "Proposed

atthe Subject Site.1 which .islocated within a Ci-6A zoning dJstdct..

As set lotih is burdened hy 4 combination of \lnique oondiiions that result in practical dit1icult1es in complying with the applicable zoning regulations. UtiU$Qa1ly groundwater levels aild excee.dingly soft and unstable (owing to the presence of an underground stream) rcsuit it1 extraordinary construction costs, which make a complying \vitli affordable housing infeasible. The Proposed Development, on Jhe other hand, would generate SLLfflcient income to the cost of development and provide a reasqnable return. on investment. Jn addition.,

DcvelopmenJ is c.ontextmu. with the surrounding neighbothood, and .it will enliven a hislorically stretch of East 14th Street. It will also provide 31 units 6f affordable housing,

I TheSite

. The which is a. single mning lot comprised of Tax Lpts 23 and 32. is an. irregular lot in mid.;block po1tion of the block bounded by Avenue A, .Eas:t 13th Street, First Avenue,a:nd EMt 14th Street, \'iri.thin a Cl-6A zoning district. The Site is located withitl Community District 3; it is not within 4n ln:clusionary Housing designated area. The Site has 129.92 feet of frontage aJoug East 13th Street.,. 102.87 teet of fnmtage along East 14th Street, 28.08 feet of frontage alot1g Avenue A, ami approximately 25.950 sq. fl. of lot .area. Lot 32 {2i 9 A venue A), is an air rights pared

N Y 7ii09.791 fM

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432 E. 14th Street, Marihatta:n Biock 441, Lots 23 and 32

May 6, 2016 Page2

(the ''A.ir Rights Parcel''). The Air Rights Parcel has 2,411 sq. fl . . of lot area <md is by a nrrxed and cornnlerci£Jl with

approximately 7,092 sq. ft. of floor area ( 5 ;674 sq. ft. of residenti:a] fluor area and 1,418 sq. ft. of cmnmercial floor area) and 11 dwelling tini.ts. Accordingly, it wilt contribute approximately 3, 970 sq. ft . of tioor arc'<\ to the Proposed Development.

Lot 23 is the portion. of the Site to be developed (the 11Development Site'\ the. Development Site is o(,X:upied by a two-story c<>mmerd:al building. It was constructed in. 19.53 to be a branch of the United States .Postal S¢rvice; it remained. a post office until its closm-e in 2014. Permits for the demolition of the building were: issued on Al]gust 24, 4015.

Pi'iot to 1953, a portion of the Development Site was under the Boatd's jurisdiction. On June 14, 1949, under BSA Cal. No. 166-49-BZ, the Board granted a use varianc:e to allow the. Site to be used as a parkjng lot for motor vehides contrary to the usc regulations of the 1:9.16 Zoning Resolu6on. 1 TI1e use varianc.e expi1·ed on June 14, 1951.

As desc1ibed in the report prepared by M.ueser Rutledge Consulting Engineers (the ''MRCE Report" a copy of whkh is submitted he.rewith, as Exhibit 2), an historic streambed covered approximately 8:5 percent of the Site. As a (i) groundwater !evt::ls ate elevated a11d (ii) the soil has signilicantly less bearing capa.;;ity would be expected in this area of Manhattan.

According to the MRCE Report, ground surface elevations range at the Site. between. Elev.. +18 to +21, and fhe proposed top of cellar slah is at Elev. +4.7. Groundwater levels Ekv.. +7.5 an<f +1$ in ob$crvation wdl$ at (he Site. These water levels are higher than normally encountered in this part of Manhattan. Based on MRCE 's torrtpilation of data, groundwater in tho viCinity could he expected at.about Elev. +5, (NGVD i929.Datum}, or Elev .. +3..9 (NAVb88 Datum) at the Thus; the groundwater ar the Site is about 3 to 4 feet higher than i10t:maL

The underground stream also impacts the bearing capacity and overall quality of soil at (he SUe, AGc.ording to MCRE. the Site's soil is finy. to sand with some silty fme sand. These soil types are very sensitive to distutbancc and have Tow-t()-modetate beating capacities. In addition, the depth of the or.gai1ic stream deposits make removal and replacement v.rith structurai fili impracticaL The substandard nature of the soil results in extraordinary premium costs, as detailed below ii'i S¢etion

1 The resolution for BSA CaL No. l69A\l-BZ is submitted herewith, as Exhibit 1.

NY 76097919vl

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432 E. 14th Street, Manhattail Block441, Lots 23 ancl.32

6, 2Dl6 Page J

Vlll(b).

To the extent that other sites in the area may share some of the Site's soil characteristics., the Site is uniquely impacted by such characieristics, because the vast maJority of sites 1n the surrounding neighborhood. {i.e., the 65 sltcs [excluding the Site] within a tadit.Js of lhe Site.,. heie&.fter lhe "Study Area") are and have beei1 fi11ly""developed with Old Law tenements, New Law Tenements or other prtl-1938 buildh1g types. The Site., on the other hand, has been historically underdevelqped.

Based ·on the land use study subrrritted herewith as page ten of Exhibit 2 (the "Land Use Study..,)i percent of sites within Sw.dy Area arc improved with buildings constructed prior to 1938. In addition; approximately 71 percent of sites within the Study Area have a. floor area ratio eF AR") within 80 percent of the maximum currently pennhted by the underlying disnict regulations. Thus, most sites in the neighborhood were fully developed · more than 80 years using Md oonstraclion means and methods that did not implicate substandard soil conditions ..

It The Neighborhood

The Site is located at the intersection oft he East Village, Alphabet City ami Stuyvesant Town,. within Community District 3. The neighhorl1ood north of East 13th Street is gMetally zoned C l'i'r except \vhk:h lies 1nostly withu1 an (Cl-5) district. South of East 13th Street, nearly all areas are contextually zoned, with R8B districts in the mid-blocks, and R7A with C0111111etcial o.veiiays. (C l-:5 or C2-5) .aud InclusionaryHousing designated areas. along the avenues.

The surrounding ;rrea, contains a U$CS., re$iden.t1al. institutional, and parkland, includii1g Tompkins Square Park, Joseph C. Sauer Park, Stuyvesant Square, and Lower East Side Playgr.o:und. TyPically; commercial uses are. limited to ground tioor retaii and service with residential use

There is no dom1nanL bllill form in the sunounding area. Iildeed, the :area is characte1ized by its architectural diversity. The 13-story tower-in-the-park multip1e dwellings of Stuyvesant Town East 14lh Stn:1et 4nd norlbw<Ird. Fiver- and six-story Old Law and New Law tenements, Recession-era and tutn-of-the-.cehtttry apa.ttment houses arc. fourtd in the neighborhood, along with a wide variety of .co.mnllm]iy facH1ti.es , ranging m size, vintage, and typ.e,. from the. three-story Clergy Houses of the Church of Inunaculate Cottception (completed in 1896; de;signate.d as a NeJw York City Landmark on June 7, 1966), to the recently-renovated, 10-storyNcw York Eye and Ear Infi1mary located on the southeast comer of East 14th

STilO<J.\:J: . 1t; Sl:HQ.O.(:J( Ill !.I>Yi\;,< • · YO.RI< ·•.LOS ANCHLS r MlAMJ • lYC 18 0 .. N E; .t>; F.W YQ.HK; l'l.Y I f;12. ·: (}.6 . H£J(l PA;)( .. WW

432 E. 14th Street; Mitnhatta.:n Block 441 , Lots 23 and 32

May6, 2016 Page4

Street and Ave-nue to the fi.ve-st6ry, app-roximately 180,688 sq.-fL Public School 60:\ which W<iS completed in I 925 and occupies fully half of the portion (0.83 acres) of the block bounded hy Avenue A. East 1 Hh Street, East t2th Stree.l, anti First A venue.

With the exception of Stuyvesant Tov.'ll and a few institutionat the street walls of the neighborhood are continuous and built to the street lines. .Buildings genemlly rise to their full height \Vithout setback. Rear yards, where. they exist at an, tGnQ to be non-complying,

The Site abuts mixed .rcsiderl:tial and con'lrriercial uses on all sides, except the northernmost 5(} feet o.f its eastern lot line, where it abuts a one-story commercial

The abutting buildings range in height fron1 approximately 12 to approximate! y 78 feet. 3

l$ wen-served by pnblic QU,S, with mu]tiple (O'J.lti;)S along East 14th Street, First Avenue, and Avenue A. The First Avenue statiDn for the L train is located on the northeast comer of the intersection of First Avenue and East 14th Street, appmxim<ttGly one block from the 14th Street trontage of the Site.

III. App.licable Zoning Regulations

The Site is located within Gl-6A zoning district Pennissiblc uses in a Cl -6A d1striEt are those in Use Groups 1 through 6, Per ZR Section 23-1534

, the maximum pem1itted FAR in Cl-6A. ·i:s 4.0 FAR for us.c and; por .ZR Sectjo:n 121, 2 .. 0 FAR for commercial use. The total permitted residential floor area for the Site, a:t 4.0 FAR,. is 103,800 sq. ft. and the total p.etniittcd comi'nercial floor area for the Site, at 2,0 FAR, is 5l,900sq .. fl

Zoning Resolution Section 35:..65 provides that, in a disttict. a minimum base height between 40 feet and 65 feet is required, with a setback of at least ten feet along a

&trCGt and J 5 feet along a narrow and maximum building height of 80 feet.

2 The rs 60 building is culTently occtlpied by "Girls Prepanltoty Charter School' ' and '':&tst Side Communiry. High SchooL" · · ' building a:buuiog the Site to the southwest {42 L East Bth Street) is a markeHate condorrun.ium. building. with approximately% dwelling units and gtoW1d flom retail. Constnlc.tion of the building was commenced in 200G and was completed in 2012. • Per ZR Section 35-23(b), the residentiaL bulk regulations applicable in for the residenriaL portion of a building 01t the Site. are those. applicable w.itlliu an R 7A zoning district.

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432 E. 14th Stteet7 Manhfrttatt Bl-ock 441 , Lots 13 and 32

May 6_.2016 Pages

Tn C l-6A distric1:s, mixt:d residential and cc>mmercial buildings are required to he developed in ll.Ccordancc with the Qmdity Program regqlations set fqrth in ZR Section et seq.

IV. The Complying Development

Submitted herewith are plans. by SLCE Architects C'SLGE''} for a Complying Development (the "Complying Development").5 The Complying Development would not be a$ dcscribod. bqlow in Sec.tion VIII(bt

TI1e Coniplying Developineilt would be a: single mixed residential and commercial building rising eight stories and 8.0 feet along East 14th Street and seven stories and 75 feet along. East 13th Street. The East 14th Street fronta:ge would have a setback aLa street wall height of 60'-8jj and the Bast i3th Street frontage would. have a 15-foot setback at stroot wall height of 64'-5'', The Complying. Development would co!ltair:r 96.,344 sq, fL of floor ;;rrea (87,8D ft .. floor area and 8,531 s.q. ft. of cotll1nercial floor arca}.6 The East 13th Street portion of the building would be entirely residential. Along East 14th the cellar and the majority o:ftlw ground floor would be commercial, v-iith residential usc in a small portion or the ground noor (lobby) arid on floats 2 tbioligh 8. The Contplying Devdopnieilt would. yield 114 dwelling units (:23 atiordable units and 91 marke.Hate units) .

As se.t forth in the Economic Analysis Report prepared by JS. Fre.eman & Associates, dated April 29, 2016 (the "'Freeman Report") and submitted herewith as Exhibit 3, the Complying would r.rot due; to tber extraordinary premimu construction costs. .associated with constructing a teHa:r withm the substandard soil at the S.ite. Under current market a full-height .celiar is essential in attracting a major commerciai tenant - and a :major c.ontrtlC.J;cial tertaitt is because it provides stable .source of revenue t.o offset the decreased revenues associated with the provision of affordable housing. Untbrtunatcly, tho Complying Development lacks the number of

--·----5 On June. 22, 2!H5, the Department of Buildings (''DOD"} issued a partial pertnit. for the Compty!ng Development under New Building Application No. 121192342. · 6 n is itrrpotlant t0 note, as illustrated in the Complying Develnpment plans, that 1f the Site were not encumbered with :mbs.tandard snil, the Air Rights P-a:rcers approximately 3:,970 sq. tl of excess residential floor area woUld fit within .a complying building. envelope <t{ the Development Site. including the Air Rights Parcel ili the zoning lot is inelevanuo the fmdings that the Board rnust ntaki! in order to grant the requested relief.

NY 76()97919"1

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432 E. 14th Street, Manhattan Block 441, Lots 2.3 and 32

May 6., 20.16 Page6

qni.ts necessary to achieve a reasonable retlUn.1

the Applicant. also. studied the fu.asibiiity of .a complying affordable housing development without a full-height celLar commercial space (the ''Shallow Cellar Devdopuwnt"). The. Freeman Report concluded that although premium construction costs were significantly reduced in the Shallow Cellar Development, commercial rents \vere reduced to a that a reaso[lable return couhi not be achieved.

V. Proposed Dcve-lopt11ent

Also snhmitted herewith are plans by SLCE for the Proposed Development.

The Proposed Deve1bi'l.rnent is similar to the Complying in .it \vOU.ld be a single mixed residential and commercial buiJding with frontages on East i4th Stree-t and East 13th Street; however, it would rise 12 stories along East 14th Street and eight stories along 13th Street. The Propo$ed Develop.r11ent would have sq. ft. of floor area ( 4. 78 FAR 8) ( 115; 127 sq. ft. of residential floor area 9-,131 sq. fL. of comitletclal Jloot area), ground tloot 155 dwelling u,niu;, and a. h.ctigh:t of t 24, withoutsdbac.k, along East 14th Street: The East 13th Sireet frontage would comply with the height and setb-ack requirements of the Cl-6A district, which is an R 7 A va,lenJ ·-· a, base b9ight of -8'' \vith a 15-foot a.nd ·'il· totllJ building 1. :.gh f "o·' O'' 1C1 t 0 . .o . ...; •

The Proposed Development maintains a deep cellar; which, as discitSSed, is essential for providing market.ab.Je retaii which is, in tum, essential lo the economics of providing aftbrdable housing: at the Site.. The Proposed Development provides an additional 41 dwelling units, which translates to eight additional units of atTordabl0 housing, for a total .of31 units of affordable housing at the Site,

lr1 order to copstntct the Propos«i ;Development. the App.lic.ant of the applkabie floor area height and setback regulations. The Board has traditionally teqttited some ne}{];L..'i between the unJqul:!rtess. of a site, ptaclic:aJ difficulties imposed by such uniqueness. and the zoning relief requested. Here, there is a strong nexus between the floor area waiver, the Site's uniquely substandard soil. and the attendant premium The additiopal tloor area is to onset

7 The icam djd not study the fmancial ft;'asibility ofa marker-rate mixed fesidential and toJ.'nrl:lCrtia1 condominium building. 8 As noted the zoniug lot inclu.des Lot 32, which approximately 5,674 sq. ft. of residential floor area and 1,41 S sq, fL .of commercial floor :area, Tesult;lng in total of 13l,350 s.q. ft. of Jloo.- area (5.06 FAR) {l20_.SO( sq. ft. ofrcsidcntiai floor area: and 10,549 sq. ft. '9f commercial floor area) for the lot.

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432 E. 14th Street, Marihattan Block 441, Lots 23 and :t2

Page 7

the premium cost.

As for height and. setl;mck w<liyer, it is for lhc GffkiGnt tttil.izati.on of tlw add:1tional floor area. Rising shear instead ofsetting back will both control construction costs and alloV¥· for standaid vertical titcillatioti, corridors, chases, artd risers. It vvill also yield larger floorplatcs, which results .in 1arger, more livable apartments.

The Proposed Development re:tlects the contrasting stt¢ts(:;apes of East 13th Street and East 14th Stre.ct East 13th Street is a narrow trcc-Uncd . with s.ix:-i and

multiple d\velhrigs and low-rise community facilities. The East 13th Street frontage of the Proposed Development, with its street wall profile and complying setback,. is in keeping with this contexL East 14th Street, on the other hand, is a wide street-wider even than most avenues bdow 14th S.tree:t----aud its. Strcctseap.e .is dominated on the north side. hy the 13-:story towers of Stuyvesant Town and .on the south side by an m-rayofbu11d1ng sizes and fonns , ThePmposedDevelopment's East 14th StTeet frontage .draws largdy fro1n the Tqwn con.:text, yet, not;tb1y1

remainslb'-6\1./' beiow the.buitding heights ofthat housfngcomgicx..

The ut)oetstated arthitectutal of the Proposed Development-the n;aditiona:l rectilinear fmestration., and. modem black and charcoal tones·· ·- were designed

to Teflect the rich and varied architectural profile of the neighborhood. Accordingly, tho Propo$Cd will be .in with the neighborhood in all respects.

VI. The Typical Site Development

To futthet ilh.istrate the hardship hnposed by the prcntittm construction costs desct1bed above, the Applicant exmnined the costs associated with constructing the Compiying Development on a site n6t encnru.beted by the Site's substaadatd S9H tmd elevated groundwater (the "Typical Site Development''). As descrihed in the Fre.eman Report, the TYPical Site Development achieves a reasonable return, because a marketable cellar can: CQn$tmdcd withontpremium costs,

VH. Department ofBuildings.Obiecdons arid the Requested Var1ances

By fiu:at determination dated April 2016, the Departtrt(mt of Buildings ("DOH'') issued the following objections to New Building Application No. 121192342:

Propo:sedflqor ar?a exc.eeds the m.aXitrmm pr:;.rmitied qs per ZR 2 3 f 53.

This objeetion arises and variance from the floor area regulations is reque.Stcd because,

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432 E. 14th StTeet, Manhattan Block 44 L Lots 23 and 32

May 6, 2016 Pages

per ZR Section 23-153.. the maximum pennitted floor area for this Sjtc is 103,800 sq. it. (4.0 Fi\R) and 131;350 sq. tt. o( floor arGa .06 EM} is (including toe existingresitlentialbuilding on the Ai:r Rights Parcel).

Proposed street wall along East 14th ,)'treel does not comply 1-vilh ihe required setback above the winiJnwn. basi3 height as perZR 35-65.

This objection arises and variance from the height and setback regulations is requested pGr ZR Section a mjnhrrum bc.twGon 40 feet and 65 is

required, with a setback of at least ten feet along a wide street is. required and no setback along the East 14th Stre.et (wide street} frontage is proposed.

This objection arises and variance from the building height regulations is requested per: ZR Section 35-65, a maximum height Qf 80'-0" is and a

building height of l24' -0'' is proposed.

VIII. Jhe Required Findings

this Application. satisfies the five findings required 1mder ZR. Section 72-21 (a)-(e).

a, UNtQUENESS. Per .ZR Section 72:-:2l{a), the shall find that there are unjque conditions or exceptional topographical conditiQns peculiar to a;ud inhere11t iii t}1e w_.,ing lQ.t whicb practical difficulties and unnecessary hardship in complying with the applicable provisions of the Zoning Resolution which are not due to circumstances- created gencraliy by the strict application of the pro.visi<ms o( 'the Zo:ning Resolution .in the. neighborhood .or djstrkt in Which the zoning lot is located;

The Site is lJnlql:lcly encnmhered byphysicalcouditions th4t prqctiqJ difficulties and nnnecessary hardship in complying \Vith the applicable bulk regulations. The Site has exceptionally high groundwater levels and ur'lusually weak soiL 11tese:. conditions combine. to make necessary sub:grade construction extraordimniiy costly. To the extent thftt nearby sites. may fuce challenges,. the vast nla;jority of those sites were developed 70 to 100 years ago with huildir•gs that wuld.not be built today. Jn contrast1 the Site has been developed with a one- or two-story for at least 75 years. Thus, the owners of tho.5c may Qontil}ue cnjqy the be:tw5ts qf fully-developed (and in many cases over .. developed) property, the Applicant must build

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432 E. 14thStrcet, Manhattan Block 441, .Lors 23 and. 32

May 6; 2016 Pagey

in accordance with the Zoning Resolution. !'!o"':

The Site's urtiqueness and its artcr1dant cosrs are discussed in detailed below.

(I) ELEVATED GROUNDWATER

Ground surface elevations range at the Site between Elev. + 18 to + 21,. and the proposed top of eell:ar slab is at Elev. +4.7. Groundwater levels were recorded between Elev. +7.5 and +8: in observation wells. installed. at the Site. Th€;Se water are higher them nonnally encountered in this part of Manhattan. Based 011 MRCE's cornpilation of dati!!. groundwater in the vic.inity coulc\ be expected at about Elev. + 5, (NQVb 1929 Datum), or Elev. +3 .9 (NAVD88 Datum) at the Site.

Thus., tbc. ac.tual groundwater was about 3.5 to 4 feet higher than could be expected which is unusual for this site given its proximity to the shore_ The higher'-than-anticip.ated groundwater levels at the Site. are due to its location atop an. old streambed. Due to the e[evated groundwater, around-the-dock dewatering ·wi]J be required during all of wo.rk on thG FurtlJ:t:::r:, the dewatering system n:nist consist of closely-'spaced well points around the perimeter of the Site and possible of groundwater prior to discharge. There are significant risks associated with extensive dewatering, including settlement of adjacent stn.lctures due to movement of granular rtiato.tial tl'oni below foundatit'ln:s increased verticaJ pressure ort oorh}Jtessible :soils. 1n addition, due to the presence of contamination in the. groundwater particulate filtration of the groundwater will be required, at additional c:ost.

The ccllat slab design must also be altered due to the elevated groundwater. Specifically, the cellar slab must be designed to resist the up.tift forces imposed l;y the elevated groundwater, MCRE concluded that a thJck mat slab with permanent downs is. required at the Site, rather than a which is typical for this type of construction at site. without elevated groundwater.

(2) UNSTABLE SOIL

Th.e soil. a.r the Site consist of f.me to medium: S<:ll1d to a fme These soils are very sensitive to disturbance, therefore excavating and crealing cellar space is extrentely challeilgihg. Additionally, de...V.at.ethig these soils Will be difficult and creating a. cut-off wall wouid he required to Emit the settlement of adjacent strucwtes. Du.e to the sensitive nature of the soils, dtiven piles cannot be as the installation of these piles. would telnd to dcusification Qf the sand and settlement of adjacent structures. Thus, drilled piles will be required.

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the Site's uniqu¢ physical conditions-elevated gronndwater and unstable soil-in c.ombination with the need to protec.t adjacent structures (such need being an all too typical condition in the Cit)') creates additional practical difficulties and unnecessary hardship; MCRE tha{ fo:uno:1tion anq support of excavation. system (a secant pile wall) must be. utilized rather than a conventional-and less expensive-pit underpinning atl:d solider pile-and-lagging system.

As detailed below, the construction costs directly attdbutable .to the: unique soil conditions at the site are $8,843,000.

(3) HISTORIC UNDERDEVELOPMENT

Unlike the vast majority of surrounding sites, the Site has a history of being tind.erdeveloped relative to its 11eighbots. As brieHy di$cusstd above in SectjOt1 J, an analysis of the 65 sites withi:n the Study Area indicates that .85 percent are improved with either an Old Law a New Law Tenement, or another building type constructed prior to the adoption of the 1938 Building Code,9 These buildings forms utilized designs and construction means m1d methods that did not 1mphcate substandard soil Mgny include only a. single, shallow cellar or: a, half-height celh1r. A.s such, the soil problems encountered at the SHe today \VOuJd not have been an impediment to the oonstruetion of 85 percent ofthe buildiligs witliin the Study Area.

ll) addition to being built 80 to J 00 years ago, tnO$t sites within the Study Area are fully-developed,. and in many cases., over:.:developed ac:eording to the applicable bulk regulations. The Study Area 'incJudes the Site's C l-6A district, which has a maximum residential FAR of 4.0. as well. a.& a. Gl A district .• w:hic;h a ITJ;;txhnLJm FAR of 6.02, an R8B district, which has a ma.ximum residential FAR of4.0, and that portion ofSluyves<mt Town within an R7-2 (Cl-5)district, which has a maximum FAR

Based on .records maintained by the Department o.f City Planning, !(J the Land Use Study reflects that 71 percent of s:ites within the St:uiiy Atea a!'t FAR withh1 80 percent or more .ohhc maximum pcrmitted. 11 ln contrast, for the past 61 years, the

;t .\"!!t! page ten of Exhibit 2_ The tcm1 ''Old La'w refers to a :s.er of residential buihli:ng f:unns Ihat tlesignetl aml constructed ptu'sWllitto the Tenement House Act of l879. The term ''Nfcw Law Tenement" refers to: the residential building forms designed nnd c0nstmcted pursuant to tbe Tenement House Act of 1901. See gcmendly Richard Pluuz, A l!ii;tary of Housing in New Yark City {Columbia Uu.iversity Press, New Yo.rk, NY, l990). · · ro FAR estlm::ttes are base.d on figures provided. Department of City Planning 's Zoning aud Laud Use Application ("ZoLa''), ll 24 out 65 >;ites. {3 7 percent) are actually :overbuilt

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Site has been developed whh a building with an FAR uf less than 50 percent of the maximum permitted. This historic underdevelopment contributes to the Slte's. uniqueness and illc;tinguisbes it from other sites that may have similar soU and groundwate.rconditions but have pgcn developed for

(4} PREMIUM CONSTRUCTION COSTS

The Applicaut's structural engineer, WSP I Parsons Brinckethoff ("WSP") und independent cost cs.timaior Nohle Construction Group, LLC ("Noble'') reviewed. the design with SLCE and MCRE and have attributed $8,843,000 in premium construction costs owing soil att1u:; Site.14

(5) RELEVANT BOARD P'RECEDENI-

The Board has recogni:z¢d suhstcJ.:ndard $Oil CO:ii:ditit)r:fS a,:;;: a Ltnit.1l,le physical ccnidition cau:.."ing pr-actical difficulties and unnecessary hardship in at least eight varianc.cs in the P,ast seven years; in every borcmgh. On .hme under BSA Cal. No. 347-12-BZ

UniQl) Queens); the Board granted a variano.e. to allow the construction of a hotel based in part on the site's "substandard soil conditions. resulti:n.g in premium construction On May 14, 2014; under BSA Cal. No, 299-12-BZ (40-56 Tenth Avenue, Manhattan), the Board granted certain bulk based in pa:rt on the "poor soil to.nditions that requite additionalexcava:tion, foUndation, and underpinning. measures." On March. i.l, 2014,. under BSA Cal. No. 192-13-BZ (354-361 Leroy Street, Manhattan), the Board cited "poor sttbsntface cot1ditions including deep bed:ro.Ck, soft soils,. and shallow ground water'j as physica] conditions contributing to the uniqueness of a site entitled which it found to be entitled to a use variance for a. and. bu.ddjng. On May 7, 20 under BSA CaL (2170 Mill Avenue; Brooklyn); the Board granted w;e and bulk variances to allow the construction of a multiple dwelling based in on the

'"poor soil quality and high water table.;; Oi.l Febn1ary 14; 2012, qnder BSA Cal. No. (70 Tennyson Drive, Staten Island), the Bo?rd gnmted use, height, and parking waivers to allow the consrmction of three multiple dwcliings.. Among the unique physical conditions noted was the presence of"poor subsurface soil conditions,"

On August 23; 2011, under BSA Cal. No. f69M09;..Bz (186 St. George's Crescent, Bronx), the Board granled certain bulk valiance, including floor area, base.;! in, part o.n the "presence of sandy soils throughout the lot'' which "wm1ld not support the weight of either the or proposed "buildings." On Febtuary 9; 201 0, under BSA Cal.

The Noble Report is contained \vitlri11 the Freeman Rcpmt, beginning at page 48.

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432 E. 14th Ma:nhattin1 Block 441, Lots 23 and 32

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No. 195-07-BZ J 2 Bond Street, Manhattan), the Boa:rd granted a use variance to allow retail uses below the level of trw secoud story in part on site's ''poor soil conditions which require additional foundation, and underpinning measures.'! On November 24, 2009, under BSA CaL No. (437-447 West 13th Street, Manl1attan),. the Board granted use and bulk varianGes to allow the consltlttlioii of a comnierci<.11 based on i:l hlitlib¢r of unique physical conditions, including ''poor soil conditions which require additional excavation, foundation, and underpilming measu:res,•j Thus, it is well established that stibstanda:rd soil conditions and the premium constnH::tion costs resulting therefton.1 cm1 io lR Section 72-21(a).

1). REASONABLE RETURN. Per ZR Section 72,..:21 (b), the Board shall find that because of such physical condition: tltere is no reasortable possibility titat the development o.i' the zoning lot in strict conforlillty with the provisions of the Zoning Resolution will bring a reasonable return; and the grant of a valiance is. therefore necessary to enable tbe owner to. realize. a reaso.nable return.

As set forth above, the Site is encumbered by unique physical conditions that result in a total constrLtetion cost premiutn of $8,843,000. As such, thete is no reasonable possibility that the development .of the Site in strict conformity w1th the provisions of the Zoning Resolutioil will bting a reasonable return.

The Freeman Report includes a thorough analysis of the fmancial returns likely to be produced in the. various scenarios using the oa.pitaliza.ti011 of mytbod. The Freeman Repmi concludes that both the Complying Development and the Typical Site Development would Iesult in negative rates of return on investment The Proposed. Development, on the other hand, would result in a positive rate of return. The difference in the scen.atios is the numher of dwelling Lthits available to offset the premium cost of construction and the lower rents produced. by the affordable dwelling units. Thus, the Proposed Development is the only financially feasible pro.jecL that ea.u be constnlctcd at the Site.

NEIGHBOR.HOOD CHAih\CTER.. l?er Z.R Se<;tion 72-2l(c), tbe Board find that the variance, if granted, would not alter the essential

character of the neighborhood o:t district in which the Zoning lot is located; wouid not imp.air the appropriate use and development oi' adjacent and would not be detrimental to tbe public welfare.

The Site is located at the intersection of the East Village, Alphabet City and Stuyvesant

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Town, \Vrthin Community Board 3 . The area. surrounding the Site is charactet'izcd by its :use and bulk diversity, Build.ing$ range in height from one-story to thirteen. Housing forms include Stuyv.esant Town, tenement buildings, rowhouses, and modem apart1nent buildings. Gt.outi.d floor co.J'nltiet.cial use is 'Nidesp:read and vaties fron1 d1scount stores to dining. to the extent that there is a trend, it is increasing heights around comers :and north of East 14th Street, and more traditim1::1t lower..:rise neighborhoods south o.fE<rst 13th Street

Th.e r(il&idc:ntial gnd commercial uses i:n tn(': ,Proposed. Development are permHted. as-of-right in the subject Cl-6A district and they aJ;e consislent with the character of the surroundirig neighborhood.

The bulk of the Proposed Development is. also in keeping with the ess.ential character of the area. The low-rise character of East 15th Street is maintained (the East .13th Street complies with the height and setback regulations}, and the additional height and mass aT<;< c:;onfine-d to East l4tb fT.onJage, wh!i!T:e they will contex.Jual with the.. towers M Stuyvesant Town. As depicted in the strcetscapes submitted herewith) the East 14th Street frontage will rise to a height of 124 '-0''; which is more than shorter than the typical height of a Stuyvesant Town building. In this way, that frontage, aritl ii1deed, tlie Site as a whole, \Vill provide a gradual stepdov.'il from the Stuyvesattt 'rown site to the five- .and. sLx-story tenements that characterize East 13th. Street and the areas to the south ofthe Site.

The proposed floor area and height are also consistent with the regulations of the Cl-7A :md R 7A. Hottsing) The wesl;Gn:l 1 QQ

of the subject l:ttock lies. within a district, which is mapped along First Avenue, from East 13th Street to East 15th S:ttect. A CI-7 A district is anR8A equivalent utidcr the Zoning Resolution .. An RSA district aliows a maximum residential FAR of 6.02 and a maximum building height of 120'-n". Thus, a . building with the rt¢rtr1y the silme height shorter) and. s.ignificanily more floor area (1.24 FAR more) than the Proposed Development could be constructed on the same block as the Site.

In addition; R?A-Inclusionary Housing designated areas .are mapped along First Avem\e and J\veime A, beginning on the sbttth side of East 13th Street. i.e., literally across the street from the. Site. Developments complying with the lnclusionary Ho.usin.g tcqulrcmeiits of Zoning Rcs.oliltlon Section 23-90 would be petn'lilted.lo have a maxirnu.m .. FAR. of 4.6 .. Thus, the FAR of the Proposed Development (4.78. FAR) is

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43 2 E. 14th Street, Manhattan Block 441, Lots 23and32

May 6, 201.6 Page 14

only 0 .18 FAR mote than would be permJttt:d as-of-right within 100 teet ofthe Site.n

Further, from an planning and urban design perspective, the SitcTs East 14th Street 11-ontagc makes it more to site:.$ withjnthese ne<u·by bulkier districts than to a typical site within u district. On the rare occasion a CL-6A dlstr!ct can be fotmd. it is ust1ally fou:ild in the along a 1i.artow street Bur East 14th Stteet fimctions as an east-west avenue; at .its widest po.int it is wider than Second Avenue, FirstAvenlle; Avenue A 1 and Avenue B. Accordingly! theSile ' s zoning designation is somewhat incongruous with .its location along a particularly street As such, more height than is permitted under the Cl-6A .regulati(ms is ;mprop1iate along

J4th The tyan1 wa$ r:nindJ\ll of tni$, and it confined thG additional height and floor are€1" of the Proposed Development lo the Ea$t 14th Street frontage ,

As discussed in the Environmental Assessment Statement (the ''EAS;') prepared by AKRF r htc. and herewith as Exhibit 5, the shadows cast by the Proposed Development would. not significantly impacl any parks, puhlic open spaces or hist01ical or arohitechnal. resources with stmlight-dcpendcnt features. Indeed, according to fue.

. . EAS, the Proposed Developnwnt woLild create, at most 31 of new shadow one sunlight-sensitive architectural resource, the Clergy Houses of the Church of lnuna.cula:te Conception (the ''Church"). AKRF's detailed analysis and figures indicate that a portion of the eastern fa<;-ade and arcade of the Church's interior co\.trt would he affected by shadows oh the mornings of March 21st and Septenibei' 21st; ho\vever, owing to the . short duration and small extent of the shadows, Ak.RF concluded that the public's enjoyment of the Church's Slll1light-sensitive arch1tectural features would not . . . be substantially reduced,.

The Dt;:vclopment WO'!lld r(!s'Qlt in no significant a<:Iverse iml?acts: qn infi-astructure, solid waste rnru1agemeJll, energy, noise or air qualhy, and it wou:Jd have no direct effect on land tise, sociocconotnic conditioiis, visual resourt.e8, community facilities, traffic or parking.

The Church is the nearest historic structure and it is more than. 200 feet west of the eastem lot line of the Site. As such, there are no historic dishicts or individually-

laJldmarlq; that to affected by the Prop:oscd Development.

Finally, the design of the Proposed Dcvclopmen:t seeks to: contplernent the tich architectural history of the area.. the masonry style 1s a nod to the tenement era, while the balc(.)n:i¢s, an.d brick color .suggest a muted version of the area's

The R7 A district has a max imam buifdiug height of 80' -0''.

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432 E .. 14th Street, Manhattan Block 441 , Lots 23- and 32

May {), 2016 Page 15

development post-2000. Even Stuyvesant Tmvn's signature rise...:without-setback is reflected in . the Proposed Development's, \Vhere, along East 14th Street, such feature helps to soften the diverse massing along the wide thoroughfare.

In summary, the Proposed Development been carefully designed to be harmonious with and sensitive to the essetitial lise ai.id bulle chatac.let of the st:ittoundirtg neighborhood. It wilt neither impair the appropriate use and development of adjacent

nor be detrimental to the public welfare. It will also create 31 u.nits of affordable. housing.

d, Per Z:R 72-2l(d), .the Board shaU find that the practical diffic.ulties and unnecessary hardshjp .have not heen created hy the owner or a predecessor iD title.

The ptactical di O'icu.ltles and unnecessary associated with development of this histo.iica1ly"uuderdeveloped site as-of-right result from (i) especially high groundwater levels and (ii) unusually weak soil, conditions which were not created by the owner or a predecessor in title. Strictly applying the Zoning Resolution. to: the Site in light oflhese conditions would create an unnecessary hardship: for the Applicant.

e. 1\'IlNT.MllM VARIANCE. Per ZR Section 72;.2l(e), th.e Bo.ard shall find that, within the intent and pu:rposes of the Zoning :Resolution,. variance, if granted; Is the minimum variance .necessary to afford

By analyzing the costs associated with a complymg building at the Site as well as a typjc2,l tbc ;F);een1an ,Report demonstrates that only the Proppsed Development result_.;. in the number :of dwelling units and size and type of commercial sp-Jce necessat'Y to achieve a reasonable return. The proposed floor area and building height, and lhe absence of a setback along 14th Street result lrt an efficient floorplate thal maximizes dwclliHg. tli1it c.o.u:tn witnout sacrifLcing the livability of the apartments or the viability of the coimnercial space. Accordingly, the requested waivers are the minimuhi necessary to afford relief .

. NY 76f)IJ71Jl9vl

STVO.OCK 1\, & .LA\'At-<· 1.:tP· • NEW 'l0.1U<. • tD£ • MtAMt • PC J.:llQ. YORJ{,. ·N"Y I·OOJS··4CJS.,t ll;.l •. t;;!:.!li) .CI.54QO rAX 21.:1. ; S-o6,Q.o:o(i WWW.S.TROOCK.COM

432 E. 14th Sti·ect, Manhattan Block 441, Lots 23 and 32.

2016 Page t6

IX. Conclusion

For the foregoing rea..c.;o11s, we- req.ucst that the Board grant this Application.

Respectfully

Stroock& .Stroock & LavatiLLP

By:l! New York, New York

May6,. 2016

NY 7()()()7919'1)

.strWOC'l<: & S'UtOOCK Ill . LAVAN LlP • NEW YO.ll.!l; • LO.S J\I'J(i.li.LE.S • Mlt\I·Jl • WAS'!Jli;GT.0:!:-1:, PC ISO. MAJU!I.N tt.r''E,_.Nf.W '/OM<. N-Y· !ClllJ3"··498Z: TH :tl-2 8.o(L·S_400 f.AX .2!2 .. 8'o6., 60f.1Q WWW ... SnW.OCK.COM

m

-· -....

Wrti'!MA.S; Ote &ar:d ihat tl:te. no jmti6ca-tlQn the cxec:d:te 1}( its. 1 j a V<Uiance undnr l!L'Cfioris 7.d .and 7e of.the- zQri1ng · · th:.it the declsio!i bt the! bat'Wgh.

be aut! it hcre4y is {tifimt£d sud that the applicatlmtlie: nPd. it !s daniiJ. ·

ful{lfllfl\ .· . . . APPUCANT--MortGrt L. Kay-.. Rcilty Corp,, ·· owner. · . SO'l3JECT-Applkation the bnrQl.lg& stifierh!-

tendwt) nuder section ih e£ !:be umhtg .resoltlt.l.Qil, pttmit. in a and rctan u.>c:

· · · cfllrtrict.; parking atld of m.or-e :.· · . ·: ...... motor. vclri.tles. · PREMISES :At:FECtED-435.-4:43 East 13th sttcct, wrtl).

.. ·.: airle; 1Z5 :ft. wes;t or A and Eiist }4th · · ·:·. · Slmt'll sfdt:, 169 it. west of Avcnul! A ( Blot:k.

· 441, Lpt 23), ni Manhattan. · ... AI':P.EARANCE$.;;... . .

···•· ·· For M'orhm. 4 Kuy, ¥orris Sf1cr :atlcl Wilha-m Hecht. ..

Far 0ppo$ition: A. L. Gather. . . . . For .Adtniilistration: Samtid L. o£

H0:1.1siN!' :llnd B:uihlings. . OF g-ranted on

THE VOTE_;;.; ·•· ·· Chait:irian 1-furdotk, CommiiJioncrs · ·· .•. · Blum and Klcin<:ft aud Deiiutr 01icl 4

...... . ............ ... . . ,. , ... ·· ......... . • •. 0 THE R$:$Oi.UTlON (1P6-49-BZ)

L. Kat. ror StuyvtJ.n.t Really Carll., owner, filed- 'Mnr#.l '1, 1949, an a{lplicali:ort under section 7Jt uf the z.Otiiiig rcsolulioP, to permit in ;.esitlem:e and

1hc. parking Ol)ld storlise of mm-e. (ltll,fi five iili)tot fcllidc$ for a term. of yca.rs premises .ot35.44J: f'....ast north side, 12g feet of UJ,re A and 432 .E'ast street. south. sfd¢; 1159 west. of

. .t\venue A {B!t;)(!k 441, L9t 23); &«>ugh ¢ ·amt ... : ...... ... : .. .

a publk herd (l.n tl,lit ji.PPlklttion · •. ... . on• .. due JJoUcc by in the. .B,Uia:t.tu. taiQ over to June 14. 1949, for and deci&ln, wiUv:>Jrt lurtl,ter argunt®t; and

. #u: district the Nmug . show that -':+. is in retatl and restricted maifusc n am and Om hl:igut i:1:;ut 13th

• iiffiet is in. lOcal · ri:tail and area and H'S . 1\'eigb.t di$t.rkts · East 14th street is in retail .ana·

restt:icJ« .tetatt B #rea an<i Class l* height llistrlt:ts ani! Jllc : site ·is. i{l and restricted use. B aiea a:nd Gt:illst w.lti!ight distncts: · ;tnd · · .· · ••··· the. ckdsio11 . '?c tJt.e borqugii. . dated .February 14, 1949-, acung on All:. Appt!c. r:t:uU.:

. .... .. · dl!t'tkt, into a. t£$:ti't;tt.d J-,itall m!l.tric.t. i.s

c.ontrary ro J:-. 4:S and 4C or. tl lle Bldg. Zom; •

Wri·I!':R.il.As, the apfllicant tti.m that .the pr-l!misl:s. consisi of a plot ft. and lOS ft. by 2()6. ft. iri. itt .depth

that it. l$- proposcrl to use· *he lot )or the parking et1d of th;on ii\'e

tnQ.tor . .. ··· · · .. ap[ll£=* tMt It wu inh:nded -at

tfll>· .ta .lUI 'strurluri on the . . . : thiiF llowever tlte sudden ehange of <!Qning • ·. . . . mtenttoa; that . the:: purclialled, {M

c:ootemplakd uS<! .romprlsed Jot•. 24.. 25 and Z.6. O!I Hth street, fat 32 o.11 :A and lot 2,3, now the area; that the

. area Cmlll about IW the ot . tu1Sll.fe t;lw.e!lmg9

and .tbt! alktwed to 47 fiHlliltcs; •ll!lWl a very 1r.1VI!!>tm.e!!t

1s 5l)ught to .the 1'1$ lo re;::ovcr at Tea.."l. Jhe t11osc prcnti:sell·; thata.n iiicrca.sc :of · l'ta.ri bct!!t Qll tb<!sa lioldirigs sinte that ii 1s. ildfuittcd the c:onstr.uetfun of the. and proicc!:s have i:t'.e:ite4 a 1iritlt the;_ pai:kim;: 3.f)d storag<: • the tllltnc:dr.Jtl:. nctgb&othood by ·

spare lms l!Qt lh.'<IU pruvidL<d . · · her of c:1r oct:1W,ying: these. ·

to CUI'P cuts ·tlll · sui:1rittcif;':•:tl given ¢;ireful {llatn1ing as:

that if itt the curb .cuts fTam· mqre adv!Uttagc.ous from :cant would a.ec:ept l11lY .Set; forth ; and

WrmiF.i\5. the premises' and sp«.tcd by a t:mrimittte cif th= illlU. Uon bl\ ¥i'ani;Cd · · certain . il' Ulmpara..Y t:ei:nt ; and ·

WntltEAs. the. Board dcJ!med that tins Cilsc in which· to its diserctitin to: unQci s11ction -7, ;ubdiv.islan h o£ .-pning

Rt.solvl'<!; lu;'lt the Board .or Stal'ldm'ds ;'iliikt a 1Ttttiatia_n in tlw

reg[!hl.tlmiS o' the zomng r.esoluuon and !)e and it is f}}"allkd 1111d<;r: · term .of 1wo (2J. )'cars, to permit. ·the : • Pied fot .tl1c, wt1<mg ami storage ut mot:ot · tiallt ;is pro{!QSCd :mtl :ts indicated oo

ntal'kc-d t.lRteetved .Marth . . rilt COitiitUoll Hiat . aif blmliii1KS sblrll .. ft(Jm thf! premiSe&- nnd thl;! shall . ·

. ir.irrti-all.¢ · t?.· the gf.ldc. ot the strcatB $Ur£accd wtth steam cmdcts, clean or llll1teriah properly rolled ntid with . griidccl !6 as to-. pnn{de terior klt . wlu!r.e 'valls of ndjoiniiig ,. .• rr.w •. -. QC'tnr • . there shall fl . chniu link fi:ilcc · tiUSt type f.o li: b<:ight o( itot lctiS than. 5 ft. simib.r !>h:IJI he ereded along East 13th sh-eets, i:xcept (or .as .. shown; that · East hi: to.wtircl the caBtt. as

cuts. slml! be to otle on each tl!'l!iling !S It. in width each : during the .. variance the :pTtroJiscs shalt. be cci:utifcl for rto ;md 1W liitildl'ttg sfJa1t· be erected thetecrq, be crec!efl -il• building to be oceuiiii!d solely Ill! ·

1or tbe. aUerid:mt. near the 'Ctlt.r:uie •. proriiJw such not e.'Wied . a.n.d not mo:re th;u) (,ll'lc story- in .helght; ·

lng .may be rif fnime tlail sutn fighting aprliant;C$: sll:dl • be . .installcid as . me sroner 51ial dlh:cl: that proper &hall . at all times tar easy citrance .and . !iimlt be m.aifit;'littcd interior lot l\nes tlot} adJUUllnA: ouildiHgs that all t(tli'red bl:. and air wrirk .......... ( 6) monthS. from .the: date of this resoMiog. .

·2Ja-49-BZ MA.PPLICAN'I'..-L:u:na, rtnd

Rc::alty Corp .• {<::a:mcll J><anuliOJ.r;uiJ1111 fnc., lessee:). · ·

:SUBJE::cr (dcdskm Qf the under sections . .

rcsolutloi"i, · tn penJ1it ·irf use of !ill lldQr ate:as {l)r ma•nntact1lr.ttJg

PREMISES AFFECfED-774-.778· F.uiton 438 5tfeet, . corner . tot 44}, Boi'Qilgh Brooklyn. · •

.. M·: ..... , .. N .. · u··Te:· ·s . . . . . ... . ······ . ... .. .

ondt!r the "!!ffiipg to .permit in. a i:esitleut:c t1jlt district. . the cbll.rtgi! iu occutJancy frnm testing. laoota.tor:t to

at}<! · J0-16 I!rutt End avenue, southwest roi'net:" {Block

. .. l57'6. tQt 27) r eorotii:h M •. A!?PEARl\NCES-

Fm· l{udolnh C. P. JJOi!h.tcf. For: A<tittinisti:uion: S:unud t.... Qo.p't of .. . Bu!Minil$. · · · · ····· ·· ·

ACTION OF BOARD- AppijtatiOII. as Vut [l! to nt.:w propos:d, to nsml. (>tu-

· THE VOTE TO REOPEN;.... ·

C.flal.rrno.n l-Iurdoek; Kl:ating and Deputy Ctiici Gll.!Ul!e •• ". . . • . . . J

Negati.'le ............. ..... i'" ... . .... . i ....... r • ..... . .. " ... .. 4 • ••••• 0· < • ; ; ..... .. . ..... •: 1

1 APPLlCANt- J. r .... l. ifoHO.y, felt Corp., owner. SUHJECT-:\pplicntian fQt oousidc.r.atimt.,...rl!<lpenittg M

V¢1. iii:\\; At>?llc:ation (decision of SmJCI:ilJ:tl.'nlktJt), nndcr 7c .and 21 b£ aoning ··!.0 in a restrict"--d. rclil.il ami rosidem:u use, B al:e!c\ 1\isrrlct', 1he of ccuultt:n.-ial ·(tJnit1--d Siates. Post OlfJi:c), wlth ct\rl> .c;ut'> and d<irewny

i'nta such ilsiug mare. duo the . . area. - · PRRMJSES E::lst 14Ut -sirecf, south

.sidi!; 435-445 East lltb s.trt!cf, north 91 ft. l,% In, w·est of Avenua A {Block Ml, !At 39 a!ld :a£ tot ;?.1), Boruugll of A!anbatt;)n.

. For Applicant: Hclert. For Ailininistrntkin! Srunucl L. lkdct!r, Dep'i oJ . nntl Uui!dings. . .

ACTION OF BOARI>-AppUcatl(itl: i'eopcrjtid as Vol. li, tO. pronosal, t9 us1.1:tl

THE VOTE TO REOPEN-. Affirmative: Cli.;Urman Murdaclc, Commissioner

. . . 1\Ca:tiitg i'tnd Deputy. Q\icl' Guiiree •. , .... . ·., 3 ... . fo. .. f .f + t ..... ...... ;. ·.,: 0

K:liiitrort . •. •.. •.. ·•· .•. ,, t

5-.,·JiZ H •. Conn, Levick Corp.

.owner (Cities Ser\•ite Oll Co., lessee}. · SUBJECT- Applli:at.iim (deci5ion. of the boroUg:h supc:rin-

tmdiint}, sections 1'c; 7i and .the .um-ing resohttiP!l.. tO. permit in .a business. use dirtrict,

¢tlatitelt\.e:nt of ;iccessory lroilding to · tO. 1iW:!:S,

minor repairs. )ulirltorium, auto washmg and lliP"ki\Jg :md. · of more tl1an ·fi\>c motor vctri& cle!t the unbuilt .upon porti9n or l&t. . . .

PREMISES AFFECTED-846 SOuthern hatile•ard; east · si<k 36a.l& .ft. oorth. ci£ Longwood aY.cnue · (Block

. . . Lpt 16), Borough nf Tbc 'Brori1C, · · APPEARANCES- ·· · · · r:'or Joseph P. · .. . . .

For Admini:<tration: Satnuct L. Beck". of Housing and .'Dt!ilmngs. · · · · ·· ACTION OF BOARD-,t\pl,llic:ition withdrn:wn (ly ;lt!PH-ca!tl! 5 ... THE VO'tE TO. WtTifiJRA W'- •·

Affifma.tive-:.· ·Chairman 'Murd®k. !\eating and lkpuf:y Oiief G.Uinec •.• .... . .... 3.

:NcgatLW ..... , • • · .. · .••••..•. <: •• ' ·· ..... .............. 0-Ahlcnt: Ktdncrt .............. .,.. t

+. ; :-f : t

a.'Zl-4S-.BZ. SaJ<e, roc. !.Qui$

ownel', S i or C'Gill!idc:r.ttlQI'l-i!Qprova.t of

pl:lilo-rc ApJ>I.k:atioCI (decision of the ilotOugli gr:uJ.ttd on condition,

'mde.r :>\.'dim! ii: .uf tlil:. zollii:lg rcsoi nti.:.n, permit· tillg iii n use di!itrii:t, the erection .and

C}f .a-. .. alation, lubri· wium, at.;tu \',:;l.shihg, ·minOt tc::pa:ir!; { wi tTi hlitid fouls mdy) a.tld. o:t\tl:e; . ..

Pl{EM!SES AFFECTE.D.;...:S9-14 a:ench CMnnd Grivc aild .4{)4 llt:!tii Wt!J .siieeit nor:d:u::ast i:omer ( fi1ock-

. oi3Q, Lm tQ9l, Ar:Vente, Borough. of Qtleen,•. AP:I'EARANCES--

Fi.K A!lPlitaliU C; .. For Admjni$t.l':iU'it>n:_ L •. Becket, o[

. . . Rom>uey :md AC1'10N OF £w- apprcwul of plans

wfthdl'1).\\"fl in View oi fact that .c:JS<! is In court. 1'HI:!: TO WlTRDRAW. REQUEST TO

OPEN:.:.... · · Al'firamtivc:: MurJ.otk, Comfuis'sionti'

and Deputy Chief. ... " •••• , • 3 ... , ... .... , ....... : ... .... ;· .. ·,. .. : . ... ..... ·. , .. · 1l

Cmnmis,sionur J_(ldi.tm , • '" . .••.• , • , .. .l

MATERIAL ANO. APPLIANCES SUMBITTED APPROVAL . ..

.A.PPT,ICAKT·..:Ri'ldi3.11t Coro,, qWJwr, SUBJECT..,..Ap}llftatimt for and

arncndmcnt of ·ttrolut!oo-,.r·e· Radiant O!l Burner, Models lG, 2G, 3G. 4G and 5G; previOu!ty apt-

. . .. . For ApplkaM: Jucub. Goltfl>tlrg.

ACTION OF BOARD- Apptil:a.tioo. :u'ld . tion .a.tnended.. · Till!, V:OTE TO RI\:0Pl3:N AND AMEND RESOLU·

TTON..;;;:,; . · Alfitu!llt.ive : C:..11airtnatt Commissioner

Keating ruul Deputy . Chlet. Guirice .......... J Negatlva ; ... .•.•••••.. . · .••. •.••....• ,, ••.•••••.•.•• () Abs.:nt C mnmis.!.ioucr 'Ktdnert ...• , .. , . • . . . • . • J

THE RESOLUTION .. . Radiant . Cbt-por)ttiun, oo·iier, fikd

June '/, with the l!Q:mt. of Standard! and mr ap(.Jroval l)f ttclr device knowil as !he llilrllant Oil llurm:r,. l!Jodcls tG; ZC. :SG. 4G nnd SG; nnd

\Vur..:N&As. this applianec wii!i. by the Board 29, l937, on Cl,-rt.,,in conditions; and. ·

.. tl:l!tc rew!titrou .,\·ns :une.ndcrllroltl time· 1:!:1 time t.elatil!'c JCI fflarkdihg cif tl!cir tindct \1a.rious rnLmcs tbc· .l::tst st!<:'h. F:ebn.tary 8,. !94!); illlrl .

WnEilUs·,: .the!. rC!Quest.td a furtbt;T of t!te resiJilJHtlll . · ·

Ruol1:cd. that tht! BO:ud of Siandan!.s a,nd App:eals. does . hereby iutJ.:li!I' .thtt resolution zdl:lpted on Jwu!· 29; 19.37, .ilnieniltd Octohet .to .. l937. Atidi 19, 1938, Avrn. u. 19-39,

19. 19J9 •. N:!'>vem!>e.r: T!J.W, Ja,nn:Jr§ J; and 8, 19:19, so . that· .ll!i tnurllJcd· this as to

:aiiditionnt nsunes tuuier· which hm•tu!r· mar be wilt

,.,

;.. , . tm.t thl$. mar abo be marketed: 1mder the 11<l.mt!s of L$:tro..:mtk .. Oil Bttmer; lt;uiimn Ot1 au:rner, Arrow Qil Bt,tmer, AI;OCtO Oil A,n,eri-cm Sveci;tJ Burner, . Hcn)cs Oit B.t:Jrner; Co<&ll.lt Qj) S.unlt:i: · ;mlj Socc Oil lhn:net . cnc:h n.ith Models Ig, 2g, Jg. 4g and Sg,. prffioided lhiit tinder whkl!t:vet nattlc m:lrkrled tht! resaluti011

-=

)tiCal-it 5 and-;}, e;\ting •!ously \utirm, tQ· an

' .ol' n

J East !3 ·and

cL Wut J4 and

« e+ -:--. aud J. _a !tis-' build·

11i-$outh·

jS('} £t. IU$lr of

be:irlnit •· Roon1

1 meet,

n .Rt>om

CALENDAR De-t:enihct!r zz. I9.f.9. un(ler

21 of the :zoning pf Lar(y Meltz!::r, plkanl. on b(!hul£ of J ;n:bon ?hil;\delpt.lla

lri<!orPor\ited, lltrtn.dn a rrt:tnufae-C :;rca 4i*1ct. 3,n[f l'rul!ntefili1'lCc

Of: a noragcl for mot<:' fh;_'1ti fh't - motor :..-ehide• ilild a mot:pr :vehrelc repair shop more than th-e atl!a pet;:miho:d; 69-tn to 69•Hl 34th north sidt:r from .69tli tcr mth .strJ!.Ct:l, l!--49 t _. 3:3·57 69th un:ct and SJ-,50 to 3Jc58 70th street ('Block 1242; Lo-t J2}, Heights, &rtmgh of Q ueens.

I-L..-\RRJS 1-1. :1\lURDOCK, Cilllirmutt.

MAY 3i., I95a, 2 P .. rs r-mrnmv Gt\'1'-:N nf d

cr#cnliTOJt, Mrr'?· .1i, '!_1}50, at 2 n'dock in lUlJ. Muliicipal ni.ititini )f:uihauan, 011 the fullm\'ing matfcr ;-

:2_ti7-Sl>-A-2i·Ji Cohmi<tl c<'mrt; nonh lJO ft:. wc.•lt of Mtirbof Vii!i\· (Block 597$, Lot 23-t, fofmi:rly

1><1-rt of Itr00l-.iiy{J (under section 36, Gtm:-ral Cily L::l'\>' l.ati!iling uPl h·onuug on legaL

HARlUS I-L UU:RDOCK, Clwin.llaJr.

)UNE 13, 1!15.0, NOTICE. IS I-IEREHY' GIVEN nf a JlttbHc

Tu.:'stl11>y- .lmimtllf!, lwic> U; a1 lO ln Roo."ii WI3, · Huildtni,i-; Mmtluili..'Ui., 01t the tdllo\virig

-n.-50-.BZ- Apptl&tion, 18, 19${), und1:'r 1--: ;?l z¢iirg :res<;>1ution. pf Jacob and Samuel Collen, applitatits, oo bebalf of l'redl:rlck F. Lon·enMs and Son, owner-, to permtt :in an- unr-es-tr.icted: UJ>e. dim'k t, ·t.lx: n1aint£t)anie or e-xisting. Wa:ll 5lgtl withill.

pto!li:Wted !;fist::mt:e rrom an :ari<iial highv,•ay; 274.273 street; !.!.1St side, 41 ft, in .. north of

p_es.brasscs s tt!:c.t (Dlrn:k 224. Lots .5 and 5), Borougti ql Manhattan. · ·

HARRIS H. MURDOCK, CluiiYinait.

M.1NUTES BOARD OF STANDARDS AND APPEALS

U :\PPLICANT-Wcchslcr andSchlmmwtl. for · . .. Gaddy,JnC.; mvncr' . .

for ns Vet II-rt: new· 2\pplirntion (decision Ol fue barongh supertntenllimt)., umkr w;;tion 7c o£ the zoninp; to. permit-in a residence me, D :u:m the ert!ciicm :md in;r,lnt<.:tmnceof :1: umi· mercial bUt1ding (wan:!Jousc), cucnmchil],g on th:· area feqltired . for yard, (previously :delli<ld re-em:tioit o£ 1!0!1!1!!1!}.

AFF.t:-ctltlJ-91;..1$ t3!hb cttrt lOOJ ft. 0-! AJ'1:hl.'t' (Block 9982', Lot 27) • Janulii:a, &ri1ugh of Quf.!J;US.

. · For Applidtu1: Max \\'cchs.ler. For' . Mmt.nistratiOJi: Silfi'iticl L. llccker, Dcv't of

l1iWSi!lg !luil!lillgs, . · . ACtiON OF BOARP-AppHcntion as VoL U, to conslcler

. llCW to pori ion oflot.in rcst\lcuce distdc±. Till:: VOTE TO REOPEN.,..,

Alfu:mativc: · Chliirmnn Mur-dock, Cou:ilnisslone:r:t · · t<fcmert :md K((J\tlrm !lll<l Pw.t.Jtv Chi!!£ O.uine.c 4 N eg-ativa ............. ......... ..... ,. . \ .• .... L ... lr • "" • 0

430-45:-:DZ-Vol. li AP:P.UCANT-.HermOU< Kron,_ f()T Rc.-.I!Y CatV-•

. and tunold ov:rters (Al and Phtl'!i Auto . .. Strnce, Tes:see).

tion (de(tision-nf the bi;rough under 71' oi' !he res_ofution, to permit if! a

bns:rness. use {hstnct, the :mu[!fcuance of gasdlmc si-::J.tian ;1ddi1ion to padcing ;md nf

m.ore. Ulan Jh·emotor vehfcks- granted by the: Boanl. utldcr section 7h for a te.t'm o£ Yeat$).

PREMISES East J:rd street; so-Uth ·. siue; 1.19 ft. cast of A venue D (Block 3.85.: LJts 14, 15,

. . .. . J(; :mu 17l, 1lorougli of Mllooau;m. APPEARANt:;E§-··· · · · ti'<lr A JTplrcmt : None.

For Admimstr;rt)Qn: Snmucl 4 B.cckcr. Dcp't rif HousinJ<- rtnd

AC1'l0i't OF BOARb-App1lc..'lttoo withdr.n\· ti a5 to-Vot ti. 1'Hll VOTE 't'O WlTHDfi!A \V.,;,..,;.

S$1

· . . . . Klduert and Kcnting :md Deputy Chief Guim:t:: 4 Ncga:t1vc .......................................... <1

l eser t e ge Consulting Engi eers 14 Penn Plaza • 225 West 341

h Street · New York, NY 1 0122 Tel: (917) 339-9300 · Fax: (917) 339-9400 \NWW.mrce.com

Peter\-\'. Deming Roderic-A. Ellman, Jr. Franris J. Arland David R. Good Walter E. K.leck Pi!.ftners

TOO)' D. Canale jan Cem1ak Sitotaw Y. Associate Parlners

Da.vid M. Caa.Jilo Alfred H. Brund james L Kaufman Hugh S. lacy joel Moskowi tz George J. Tamaro Elmer A. Ri<·hards john W. Fo Consultants

Domenit D'Argenzio Robert K. Red. k' KeLln H. Trivedi Hire11 ). Shah Alk Arana Jool L Vol

Nikolao Fn.>derick C. Rhyner

R. low.! Andrew R. Tognon Senior Assodares

Dougla.: ' · Chri;"tie Gregg . Pi?J..Z.a Pablo V. Lopez ]ames M . Tant.!lla T. C. Michael law Andn.•w Pontecorvo Renzo 0 . Verastpgui Alex Krutovskiy Srinivas Yenamandra Farid F. Vastani

L Richins Associates

joseph N. Courtade Director of Finance and Administration

Martha). Huguet Director of Marketin!J

February 2, 2016

East 141h Street Owner LLC c/o 432 East 14th Street UDP LLC 1776 Broadway, Suite 606 New York, NY 10019

Attention: Darryl Herring

Re: 432 East l41h Street New York, NY MRCE File No. 12429

Greetings:

In accordance with your request, we summarize herein site specific conditions that present challenges to construct below grade retail space at 432 East 141h Street.

Exhibits

The following exhibits are included:

Figure 1: Project Location on Viele Map Figure 2: NYC Groundwater Level Contours: Manhat tan Figure 3: Limits of Study Area Figure 4: Limits of Study Area Magnified Table 1: Summary of Structures within 400ft Radius of 432 E 14th Street. Figure 5: 1886 Robinson's Atlas Figure 6: 1916 Atlas of Borough of Manhattan Figure 7: 1934 Manhattan Landbook Figure 8: 1955 Manhattan Landbook Figure9: 1985-1986 Manhattan Landbook Figure 10: 2002-2003 Manhattan Landbook Appendix A: MRCE Boring Location Plan and Boring Logs

Project and Site Description

The project will be a new development at the space of the former Post Office building at 432 East 14th Street, Manhattan, NY (Block 44 1, Lot 23 ). The proposed development will have thirteen stories and one cellar le el with an approximate footprint of23,340 sq. ft. The top of the proposed cellar slab is planned to be at

Foundation Engineering Since 1910

Februal) 2. 2016 Page2

Elev. +4.7, (NA VD88 Datum) wh ich is about 14 feet below existing sidewalk grades.

According to the 1865 Viele Map the site is at the southern end of streambed and marsh that existed prior to development. This condition is shown on Figure 1. The streambed and marsh was filled over time and the site is currently occupied by the existing Post Office building wh ich is a one to two stories pile supported structure with no ce1lar. TI1e site is bordered on the east and west property lines by seven other structures. The New York City Transit (NYCT ) L-line subway tunnel runs below 141h street and is in close proximity to the East 141h Street property line.

General Subsurface conditions

The site is generally covered by manmade fill that overlies soft organic clays to the north of the site and natural silty sands with silt layers intermixed. The soft organic c lays are remnants of the streambed that was fiJled in prior to development and are not suitable for foundation support. Foundations for the new development need to be founded in the natural sands and silt layers that underlie the fill and organic clay. Groundwater levels were measured at the site between Elev. +7.5 to 8 (NAVD88 Datum), which is about 3.5 feet above the top of slab of the proposed development.

Hardships due to site conditions

The site conditions described above make constructing a cellar level that will be used for retail very challenging and risky. In order for the cellar to be used for retail, it needs higher ceiling to floor height when compared to mechanical rooms or storage rooms. This added depth significantly comp.licates the construction of the structure. Summarized below is a description of how the unique subsurface conditions impact the construction of the proposed de elopment.

Presence of Old Streambed:

The site is on the southern boundary of an old streambed. Our investigation identified areas of deeper fill, and soft organic soils in the northern pot1ion of site that corroborates the data provided on the Viele Map. These soils are not suitable for the support of the proposed structure, therefore deep foundations or over-excavation will be required for building support. The bottom of the soft organics extended as deep as Elev. -5 in our investigation. Boring logs included in Appendix A of this letter depict the subsurface conditions encountered at the north end of the site.

The depth of the organic stream deposits make removal and replacement with structural fill impractical. Extensive dewatering would be needed which would likely damage adjacent property. Support of adjacent structures would be complex. Therefore presence of the old streambed requires additional foundations consisting of deep foundations, and requires a cut-off wall along the

. property lines adjacent to existing structures to minimize the extent of influence of the dewatering which will be needed. This is a local condition that impacts this site as opposed to the general subsurface conditions in the immediate vicinity of the site. Sites that do not have this condition would not require deep foundations or over-excavation.

Elevated Groundwater Levels:

Ground surface elevations range at the site bet\veen Elev. +18 to +21, and the proposed top of basement slab is at Elev. +4.7. Groundwater levels were recorded between Elev. +7.5 and +8 in

February 2, 20 16 Page 3

observation wells installed at the site. These water levels are higher than oom1ally encountered in this part of Manhattan. The attached figure depicts contours of groundw ater that were prepared by MRCE in Manhattan for a previous project. Superimposed on this plan is the 432 East 14th site. Based on this compilation of data, groundwater could be expected at about Elev. +5, (NGVD 1929 Datum), or Elev. +3.9 (NAVD88 Datum) at the site. The actual groundwater was about 3.5 to 4 feet higher than could be expected which is unusual for this site given its p roximity to the shore.

A likely explanation for the higher groundwater levels is that the site is located at the southern edge of an old streambed. This stream bed acts as a conduit for subsurface water to accumulate. In addition, the natural soils at the site consist of low permeability fine grained soils, which contributes the higher groundwater levels. This elevated groundwater level may not be present at other sites in the vicinity that do not have the impact of the streambed.

This elevated groundwater requires around the clock dewatering during the construction of the foundations. The subgrade excavation in order to accomplish a top of slab at Elev. +4.7, would be around Elev. + 1, which is about 6 to 7 feet below the groundwater level at the site. The dewatering system required would be closely spaced well points around the perimeter of the site.

This type of dewatering system at the site poses a substantial cost to the project associated with the installation of the system, 24/7 operation of the pumps during construct ion, possible treatment of groundwater prior to discharge and regulatory discharge fees .

The r.isk associated with this dewater ing work includes settlement of adjacent structure due to movement of granular material from below foundations, and/or increase vertical pressure on compressible soils, particularly to the north west of the site. ln addition, if the dewatering system malfunctions, there could a sudden increase in water levels within the site that could cause instability.

ln addition to the dewatering impacts, the cellar slab must be designed to resist the uplift forces associated with the high groundwater table. Based on the observed levels, the slab would have to be designed as a mat slab and may require permanent tiedowns. In contrast. a site without elevated groundwater levels would have a slab-on-grade in lieu of a thick mat fou ndation and would not require tiedowns.

General Soil Conditions

The soil conditions at the site below the fill and organic soil consist of fin e to medium sand to a silty fine sand. These soils are very sensitive to disturbance, therefore excavating and creating basement space is very challenging at the site. Dewatering these soils will be difficult and creating a cut-off wall would be required to limit the settlement of adjacent structures. Due to the sensitive nature of the soils, driven piles are not recommended, as the installation of these piles will cause densification of the sand and settlement of adjacent structures. Boring logs are included in Appendix A of this letter.

Adjacent Structures

The site is surrounded by adjacent structures. The foundation types and depth of these structures vary, with some shallow and some deeper. These stmctures will likely be impacted by dewatering

February 2, 2016 Page 4

and the installation of the sheeting and bracing. Due to the high groundwater table, and relatively poor soil conditions, a secant pile wall is required in order to construct the basement to achieve retail apace. The secant pile wall is a specialty foundation element that adds significant cost and schedule impacts to the project. If the site did not have these conditions, conventional pit underpinning and soldier pile and lagging sheeting along the north and south of the site could be used to construct the basement. The site conditions dictate the more robust secant pile wall to provide support for the adjacent structures during construct ion.

Neighborhood Survey

We perfonned a desk study and visited some adjacent bu ildings within a radius of 400 feet to determine their approximate construction dates, categorization and num ber of basement levels. The investigation was performed by researching NYC Landbooks from our files, using OasisNYC.net, as well as visiting the surrounding buildings. The results of the investigation are as follows:

1. Approximate Construction Dates:

Based on the Certificates of Occupancy reviewed from Oasis.N et, the majority of the structures were constructed before the 1960' s with only a few constructed in the past 15 years. A summary of the dates are included in Table No. I. Where Certificates of Occupancy dates are not available, a visual comparison of the im ages on the Oasis map with the 1955 Landbook indicates that many of the buildings p redate 1955. Figures 5 through 1 0 illustrate the development of the area depicted on Atlases and Landbooks from 1886 through 2003. These landbooks also indicate that the structures around the site are generally older building that were constructed before code changes were made such as seismic design that is in_ the current code. Therefore constructio n of similar structures would require more robust foundations today to meet current code requirements.

2. Building Categorization:

The majority of the surrounding buildings are 3-6 story resid ential buildings which generally only contain one cellar level. Some structures like the one currently on the site does not have a cellar level. Lot 47 and 7502 of Block 440 are the only found exceptions, where there is a basement as well as a cellar. Site locations and labels can be found on Figures 3 and 4.

a. Lot 47 contains a front and rear 4 story residential build ing. The front building contains both a cellar and basement . The cellar is used for storage and a boiler room while the basement is unoccupied.

b. Lot 7502 also contains a 4 story residential building with both a cellar and basement. The cellar is used for storage, boiler, utility, and compactor rooms. The basement contains 8 half duplex apartments.

The structures are outside the limits of the stream deposits.

3. Cellar Use & Depth:

February 2, 20 16 Page 5

According to Certificates of Occupancy, the majority of the cel1ars in the suiTounding buildings are used for storage and boiler rooms. From our experience in Manhattan for these types of structures and usages, the cellar depths are typically on the order of 6 to 8 feet deep. This was verified by our field measurement at Lot 33 w here, a depth of 8 feet was measured from grade to top of slab. Excavations for such typical basement depths would generally be above the groundwater table and would not require significan t groundwater control during construction.

Closing

The site provides numerous challenges to create a relative.ly deep cellar space suitable for retail. The high groundwater table, soft organic deposits, sensitive soils and adjacent structures present significant risk and make constructing a deep basement significantly mo re expensive than for a conventional site with relatively deep groundwater and generally expected soil conditions.

Our review of structures within a 400 foot radius of the site indicate that the vast majority have ve.ry limited basement space, were generally constructed pre-1960 and do n ot have the same usage as the current plans. Many of the buildings were constructed before stricter codes were established such as the current NYC seismic code.

We would be pleased to answer any questions you may have regarding th i s report.

Very truly yours,

MUESER RUTLEDGE CONSULTING ENGINEERS

TDC:f:\124\ 12429\hardship letler\final hardship lener\hardship at east 14th street site rev I a.docx

Attachments

Source: Sanitary & Topographical Atlas of the City of New York, by Ergert L. Viele, dated 1865 www.DavidRumsey.com

Note: Approximate location of building is outlined in red and corresponds to Base plan from Manhattan Landbook of the City of New York. Sanborn, 2002-2003, Edition 23

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432 EAST 14TH $TRI;!:;i

Soft red brown silt, some micaceous fine sand rlj I ! !Dq 1-50 (ML)

I I jMI:ldivm red t>rown silt, micaceous fine 1sa0d(MLJ I . l I I

brown silty fine sand, some layers of silt. some fine sand, trace b(own silty clay j(SM&ML} .. ..

I I I

.IRed brown fine sandy silt (ML)

!Top 7": Red brown fine to medium sand, trace

!silt, coars_ .. e s_i;lnd (S. P-SM) . Bot 6": Do 190 (ML) l l i I

I

BORING NO. MR-1 4

NO. 12429 . S URFACE ELEV. +21

RES. EN.GR •. GUII;LERMO DIAUANAS . . CASINGi

PEPTHl REMARKY

'j·. I -l 11 I I l · · --{ !

I '52:5t-- .-. - : J

r

I I I

M

·•!'·

Unconfined Compres· •· .• ·li h.=---j-.-,----l;sive Strength in tsf. I 75 : l

_ _ ____ _l I I j

MUESER R LJTLEOGE CONSULTING ENGINI:ERS

BORING EQUIPMENT AND METHODS OF STABILIZING .BOREHOLE 1YPEOFFEED

TYPE OF BORING RIG CASING USED f X: jYES TRUC.I<

DURING GORING OIA c, JN.

_ .. .. __ DIA, IN.

3. DEPTH, FT . FROM Sf<lp BARGE OTHP:R: S()IL MECHANIC

TYP!; ANI) SIZE OF:

. . - .. - .- _-,....,.,... ______ _

DRILLING-MUD USED

DEPTH. FT. :FROM DEPTH, IT; PROM

COves.

i 1 No 0 TO

TO TO

/ ] No

U"SA!'vlPLER S:.§AMPLER

2" 0 .0 , DIAMETEROF ROTARY Brt; IN. TYPE OF DRILLING MUD QUIK MUD D-50 ..

CORE BARREL NX DOUBLE TUBE • .,•., ' ' - ..... '' ""' ', '.-·••,-•,.-., - - . CORE BlT NX DIAMOND

.. -.. - .-. -. .. -....

DR1LL RODS .

AUGER USED TYPE AND. DIAMETER. IN.

f . . l ..

CASING HAMMER. AVERAGE FALL, IN. •sAMPLER HAMMER; LB$. ... _140 . .AVERAGE FALl, IN. 3P.

20

·uSED DONUT (NO SAFETY}. - .. -.. -. ...

WATER LEVEL OBSERVATIONS IN BOREHOLE

PIEZOMETER INSTALLED f !YE$

TYPE TYPE

. FILT.ER: ___

PAY QUANTITIES '3,5"DIA, DRY SAMPLE BORING 3.5" PIA. U-SAMPLE [lORING C()RE QRILUNG IN ROCK

BORING CONTF{ACTOR DRILLER RE:MARKS

LiN. H . LJN.FT, UN: FT.

RESIDENTENGINEER . CLASSIFICATION CHECK;

SKETCH SHOWN ON

___ I[), IN: -.. FT, TOPEL!;;V.

70

OD;, IN. t,ENGTH, H . -. _ ___ TIPELEV. ()D. IN. FT. BOT. ELEV .

NO. O.F 3!' SHELBY TUBE SAMPLES NO. OF 3'' UNDISTURBED SAMPLES OTHER:

MUESE.R RUTLEDGE CONSULTING ENGINEERS

... , .... .... .. .: .

8-46.

20 15,0 4-6 -·- , .. 4c6

i l

I I. ....

I l

i I I l

BORING LOG

i Top 51i: Brown gravelly fine to coarse sand, tr<lce. 12.S 40 j 1 silt.(Ffii}(SP;o$M) .. 1 wet at 12.8'. tl.l

Mid srowtl gravellyfine.•to .coarse sand, trace 1 90 I

I gravel, trace sift (SC) S .... 1· Bot 8": Brown fine to coarse sand, some silt, , I 1 trace gravel, clay (SM) j I i I j .• .

1

1.Mediu.• mbJack fine to mediurn S!'!ltlY organic o .. ·.· ... ... -1 ... ·. -. 2.Q_l.pp=0.75 1

· glay (0!:'1} ane .. ad of casing,

Dark. brown fine to .. coarse sand. trace silt, ctay S(;!C1J1lS($P-$M&OH)

20 3''to20'. I

' . walfilr wh.ile I i-19 i I ' ..•...•... · .. ' I

1 brriq silt,

I !

. ·· · \drilling. .. s i "'"'""··· .. !REC"'3''

1 rwJ 24.0 _.J 6-5 j' Top 8": Black organtc silty clay, some l!iiyers I l 7-13 ,fine to coarse sand, trace silt (QH&SP-SM) j ; 1 0": Black organic silty clay, some ! __ 15.00_...J_l___ _ __ _______

BORING NO. MR·2 •.· •:-::·.:- ·- ; ;··

MUESER R.UTLEDGI: ENGINEERS BORING LOG

PROJECT: LOCATION:

432 EAST 14TH STREET Nl::W YORK, NE:W YORK :··.• v···- ··.-.

I BLOWSffl", _____ SAMPLE DESCRIPTION 07.30

·. 04-29'15 . I

.7D __ . __ __

1

. 26a-O. 10-10 JBrown. to gray browns_ ilty fine to medium _sand,

ll - . .·. zs:q . . 18-1 9 ·.trace coarse sand, organic clayse_pms (SM) 6t'F

I l1' __ · ·2s:o··l t s_·_-·1_7

. . . I

1

31 :0 . 17c15

34;0 '

09:30 ' I i

'"""""=

-= .. I

--,······.e·t ·-

i

MRCE' Fof111

16-11 18c32

Red .brown fine t() medium Sclnd, silt, J coarse sand

1

Red brown fine to medium sand, gravel, jsilt. :coarse s13nd ($f;;$M) · I . .

I I j i I .,

I I l j

I 1.

SURFACE EkEV• ____________ :+:_2..1 .. _ ... ····- .

130RING NO. .... .. . ..... ..;.... _ ; __ __ ..

MUESER RUTLED.GE CONSULTING ENGINEeRS

BORING NO. MR-2 ·- --SHEET . 3 . OF 3 . PRQJECT. 432 EA-$T 14'(H STRgET FILE .. LOCATION NEV\( NE,WYORK S.URFACE ELEV. +21 BORING Loc.Al"fo"N .,_ --"-··-·--·=- - oAtu M --'N.A:voaa- -----" . .,.,. -·-

TYPE OF BORING RIG TRUCK SKID BARGE OTHER

. . . . .

SOIL MECHANIC

TYPE AND SIZE OF:

HYDRAULIC OTHER

D-SAMPLER .2" Q; D; SPliT SPOON

CASING us·Eo L )<, · !vas IN. 3_ . DEPTH. FT. FROM

- -- .-. _ - .,..,...-_ .. -... DEPTH, FT. FROM DEPTH, Fl. FROM

- - ·.-... . -.. __ . -. __ DIA., IN. DIA ... lN. ELECTRIC

DR!U.ING MUD USED [ []YES DIAMETEROF ROTARY BIL JN. ..

0 No . 0 TO

-,-'-o- ·- ·_ TO TO

.-·· - :-'"-"'''7"-'":'--:7--:-:·::-

2-15/1a,

20. --... -. - .-. ----- -

U,SAMPLER S-SAMPLER

TYP-E OF DRILI,JNG MtJ.D auik MUD D-50

CORE BARREL NX DOUBLE tUBE .. ·-· .AUGER!JSEO

TYPE AND IN. CORE BIT NX DIAMOND DRILL ROO$ NX .. ---· .-- - ·----------

., .. · .. CASING HAMMER; l,.!3S, AV!;RAG!; IN.

HAMMER, _ _ 14Q_ ____ AVERA(>E FALL. IN. ·usE:O DON!JT HAMME:R.

WATER LEVEL OBSERVATfQNS IN BOREHOLE

PIEZOMETER iNSTALLED [ :=JYES SKETCH. SHOWN ON·

$TANDPIPE:: TYPE lD, IN. LENGTif FT. TOPELEV. TIP ELEV. 1NTA.KEELEMENJ:. T(PE

FILTER: MATER_IAL OD. IN. ... ... .,.,_._._,......___,..-· ElOT. t;;t.EV.

PAY .OUANTITJES ?.5' DIA. DRY SAMPLE BORING 3.5" DIA. U"SAMPLE BOR4NG CORE DRILLiNG IN ROCK.

UN. FT. 34 .LIN. LIN. FT.

NO. OF-3• SHELBY TUBE SAMPlES NO. OF 3' l;JN01STURE:lEO SAMPLE:$ OTHER:

30

....... ·· ··· ..

I

MUESER RUTLEDGE CONSULTING ENGINEERS BORING LOG BORING NO. MR-3P

S HEET1 OF 3 ---PROJECT: 432 EAST 14TH STREET FILE NO. 12429 LOCATION: SURFACE ELEV. +21

-- · ·· · . ·-·· - - - - · RES ENGR. GUILLERMO DIAZ-FANAS

SAMPLE DESCRIPTION ·--l:;r!2..?PTH REMARK:··--] SAMPLE I

NO. DEPTH I BLOWS/6" I I PROGRESS 09:00

1.5 I 04-21-15 10 . WH/12" I ' Tuesday 3-4

Cloudy 55' F i

20 5.0 I 3-5 7.0 I 7-11

- - : 3D 10.0 6-18

12.0 I 34-13 r---40 13.0 4-3

15.0 4-5

50 16.0 6-7 18.0 8-10

'50! 19.0 - 5-7

r· 21 .0 5-6 I

70 7-6 24.0 1 5-8

80 25.0 i 5-4 15:15 27.0 I 4-6 ! 07:45

04-22-15 90- f-·28.0- 5-7 1_ - -- !--::;-:- -.

Wednesday 30 .0 9-11 Cloudy

53' F 100 31 .0 5-8 ·- - - 33T 8-9 --110 34 .0 7-10

36.0 9-11

-120 37.0 8-7

39.0 9-9

130 40.0 5-4 4-5

7-9 45.0 7-5

Brown fi 0.5 0 , .. concrete slab from 1

ne to coarse sand, some gravel, trace 1 .5 0 0' to 0.5. 1' Thick void I silt, brick (Fill) (SP-SM) ----'-r-0- on top of fill .

Top 3": Brown fine to coarse sand, some silt, ss, brick, cinders (Fill) (SM) trace gla

Bot 5": B rown gravel & wood, some silt, trace I) (SM) brick (Fil

Top4": Brown gravelly fine to coarse sand, some , trace gravel, glass (Fill) (SM) brick, silt

Bot 5": B Brown to (Fiii)(SP

rn f-m sand, sm silt, brick (Fill) (SM) red brown gravelly f-c sand, trace silt

-SM)

Red bro trace mi

wn fine to medium sand, some silt, ca (SM)

Brown fi ne to medium sand, trace silt. mica (SP)

Do6D, t ace coarse sand (SP-SM)

Brown fi ne to medium sand, trace silt (SP-SM)

Brown fi ne to medium sand, some silt, trace seams, mica (SM) silty clay

Brown si lty fine sand, trace silty clay seams, M) mica (S

Brown fi ne to medium sand, trace silt, mica (SP-SM)

Do 110 ( SP-SM)

Red bro seams,

Red bro

wn fine to medium sand, trace silt, silt mica (SP-SM)

wn fine to medium sand, some silt, seams, mica (SM) trace silt

F

s

13 10: REC=1 " I -----g-· 21 Drilled ahead of casing 19 3" to 25'. I 14 32 -

10 31 15 11

'--· 20 Sample wet between to 14'

13 13 r------=j'4-

---:ra f--,2 .... 0:---t--25

43

.. l J}-i 39

25 46 Losing water while

I -- drilling. Tip of spoon ---+---- smelled of petroleum.

I --3o-r-- · I

- ---------c---,_35··--

r--- -+-·----J

f------ 1----

40

·-45

I

I I I

150 46.o I 3-5 Red bro ' 48 .0 7-7 seams, li

I j I l ·- 8-10 _I ______ S __ M_) _ ______ _j

wn fine sand, some silt, trace silt ght brown silty clay seams, mica (SM)

-160 49.0 ' 3-6 Do 150 (

MRCE Fonn BL-1 B ORING NO. MR-3P

Ml.JE$fR RUTLJ:DGE CONSULTING EJ'JGINE;ERS BORING LOG

P-ROJECT: LOCATION:

432· EAST 14TH STREET NEW YORK, NEW YORK .···· .. •·- .. ,.._ .. ....... _, .. _ .. ... ·.-- - .. -.-·· .·-::

BORING NO. MR--3P SHEET20F 3

FILE SURFACE EtEV, -- +21

ENGR. GUn .. LE.RMODIAZ..fANAS __j . . . ... ----. -. . -.. . f . .·. r · CASINGJ.,.,-.. -. .. -.. ·.-.. - 1 NO . ""'lli : BLOWSI6"+ BL<?WSI . RE-.1'__-j

l O•h22,;.S . l l . I r

l I · 52,0 · 1 6-7 !Red brown fin\3 sand, som.e silt trace. mica (SM) j - · ..-J I · Cloudy 54 .0 I 7-10 j . -_.

1

r_ 1 1 - t 1 J - Hm. __ - 55;o _·/ 4,.6 jsrownsilty fine sand, trace mica (SM) J 1•

_ • 57,0 7-1;2 1 I 1 i .. . ----- -- ., I ! 04c2.3'15 . 190 5.8,0 7-12 Top Brown coarse to fine sand, siJt; ! j Thv('Sday 60.0 19-21: clay. (SP-SM) _ S 1 croudy Bot: Red brnf sanely silt, tr silty .clay seams .(ML} j Hard dri lling at 61 '. I .,., >il\y ''"• ,.,d, ••0, s;uy '"'"""' I ' -j

1210 l -j

l i __ 2o._1 r ---1 - t 8-5 D(J D ($M) I -----i

__ 8•10 _ ?!±: H

f

. I f:-- F • ··1 '. ···_ ... ··•

l. _rj--___ I .-. l5

l 1 r., .---f-_. -_ 1 1 f.-a.- -· . . 1

II r=+-···.. . . . . I ......,.,....,., .. ) • r==i==i.· '·--· ---· 1

I l I

I i

MRCE_Form Jll: 1

I I l

I

85 .-

---·-· L

I

---95·-t- -- -----

MR-3P

! I I I i

···-... . ...... ...

MUESER RUTLEDGE CONSULTING ENGINEERS

BORING N O. M R -3P SHEET 3 OF 3 ---=--- --- ----- -

PROJECT LOCATION BORING LOCATION

432 EAST 14TH STREET NEW YORK, NEW YORK

SEE BORi t::iG LOCATION PT AN

BORING EQUIPMENT AND METHODS OF STABILIZING BOREHOLE TYPE OF FEED

TYPE OF BORING RIG DURING CORING CASING USED

FILE NO. 12429 SURFACE ELEV. DATUM

+21 NAVD 88

l JNO TRUCK MECHANICAL DIA.,IN. 3 DEPTH. FT . F ROM

DEPTH, FT. FROM DEPTH. FT. FROM

0 TO 25 ---- - --- ---- - - ·-- --- -----SKID HYDRAULIC ---- - -BARGE OTHER OTHER SOIL MECHANIC

TYPE AND SIZE OF: 2" 0 . D. SPLIT SPOON

- ------ELECTRIC

DIA .• IN. DIA., IN

DRILLING MUD USED 0 YES DIAMETER OF ROTARY BIT. IN.

___ TO

r-l_jNO L.

TO

2-15/16 D-SAMPLER U-SAMPLER

·---- -S-SAMPLER CORE BARREL NX DOUBLE TUBE CORE BIT NX DIAMOND DRILL RODS _N_X _ _____ _

W ATER LEVEL OBSERVATIONS IN BOREHOLE

TYPE OF DRILLING MUD QUIK MUD D-50

AUGER USED . r-.::-1 YES TYPE AND DIAMETER, IN.

CASING HAMMER, LBS. AVERAGE FALL , IN. •sAMPLER HAMMER, LBS. •uSED DONUT HAMMER

140 AVERAGE FALL. IN . 30

I I I DEPTH OF DEPTH OF DEPTH TO I -DATE i TIME j HOLE _ C __ AS_I_N_G _ _ +--_W __ A __ T_ER [ . CONDITIONS OF OBSERVATION .

I I I ----- NO WATER LEVEL OBSERVATIONS MADE.

f c _ _j_·------'-'- --_1_ j PIEZOMETER INSTALLED [ x l YES SKETCH SHOWN ON SEE SHEET NOc..;·..:.3 __

STANDPIPE: TYPE PVC PIPE ID, IN. _ 1-1/4 _ LENGTH. FT. 20 TOP ELEV. 20.83 INTAKE ELEMENT: TYPE SAND #020 OD, IN . 3 LENGTH, FT. __ 1_2 ___ TIP ELEV. -9 FILTER: • MATERIAL __ .::.:SL:o.::O:..:.TT:..:.E=.:D:_P:....V:..:C;___ OD. IN. 1-114 LENGTH, FT. ELEV. -9

PAY QUANTITIES 3.5" DIA. DRY SAMPLE BORING 3.5" DIA. U-SAMPLE BORING CORE DRILLING IN ROCK

BORING CONTRACTOR

LIN. FT. LIN. FT. LIN. FT.

70 NO. OF 3" SHELBY TUBE SAMPLES NO. OF 3" UNDISTURBED SAMPLES OTHER:

______________ WARREN ____ . _ _ _________ _ DRILLER REMARKS

DEON DEWAR HELPERS ALEX FELICIANO/FRANKLIN MUNOZ - - -----=-.:..:..:. . .::::.:..c. ____ -::P-c:IE==z==o-:-::-M.ETER INSTALLED.

RESIDENT ENGINEER CLASSIFICATION CHECK: MRCE Form BS-1

GUILLERMO DIAZ-FANAS CHERYLJ . MOSS TYPING CHECK:

DATE 4/21/2015-4/23/2015 CHERYL J. MOSS

BORING NO. MR-3P

MUESER RUTLEDGE CONSULTING ENGINEERS BORING LOG BORING NO. MR-4

SHEET 1 OF 3 PROJECT: 432 EAST 14TH STREET FILE NO. LOCATION: YC2RK, NEW Y9Rf5 SU RFACE ELEV. +19.25

RES. ENGR. GUILLERMO DIAZ-FANAS , --··T I CASING -

SAMPLE DESCRIPTION DEPTr( BLOWS REMARKS Top 4": Dark gray fine to coarse sand. some 0.5 21 **Concrete slab from gravel , silt, trace brick (Fill) (SM) 1 =rn5 0' to 0.5'. Mid 7": Orange brick, some fine to coarse sand, j 30 Drilled ahead of silt (Fill) (SM) i casing 3" to 20'. Bot 9": Tan brn f-c sand, sm brick , silt (Fill) (SM) I Brick, gravel (Fill) (SM) Tan fine to coarse sand, some gravel, silt, REC=4" race brick (Fill) (SM) I F

r - DAILY , I I I

I PROGRESS l NO. DEPTH BLOWS/6" 1

f 11:00 i 0.5 4-24 I 04-16-15 . 2.5 18-9 I Thursday I

I I

I 20 I 5.0 9-6 -+ 7.0 4-4 t - - --

·+ I

p. 19 5 -461

19

. l 10 30

Wet sample at 9.5'

3NR 10.0 74-100/3" No recovery 39 i I 15:00 12 106 3" Boulder encountered.!

09:00 ro-04-17-15 12.0 Friday 14.0

50 I 15.0 I 17.0 I f I 6o I 18.0

20.0

-ro 21 .0 I I r-- 23.0 i I I iao' 24.01

26.0 ---r--90 27.0

I 29.0 --- . I ' 100 30.0 I

-11D 33.0 l

35.0

15:00 12D 36.0 07:00 38.0

04-20.15 r j Monday 13D 39.0

41 .0 . -·-· ---

42.0 j I - - l -_±4.0 __

I 15D. 45.0

I ,-

48.0 50.0 l I r---- --- 1 i I '--

MRCE Form SL-1

2-2 2-2 2-3 5-8

5-6 7-12

4-4 5-5

7-7 8-9

6-6 7-12

6-6 6-7

6-4 10-10

7-6 6-8

8-7 5-7

10-9 11-10

9-7 9-10

5-4 8-10

I

I I

I I I I I

I I I

I

I I I I I I

Red brown medium to fine sand, trace tile, silt, gravel (SP) Red brown silty fine to medium sand, trace gravel, mica (SM)

Red brown fine to medium sand, trace silt, gravel, mica (SP-SM)

Do 60 (SP-SM)

Do 6D (SP-SM)

Red brown fine to medium sand, trace silt, mica (SP-SM)

Do 9D (SP-SM)

Red brown fine sand, some silt, trace silty clay seams, mica (SM)

Do 110 (SM)

Do 11D (SM)

Do 11D (SM)

Brown silty fine sand, trace silty clay seams, mica (SM)

Do 15D (SM)

s

15 r 20 REC=5"

f- - 18 ----:rr-18

20 20

-1-- Petroleum Odor when drilling. --

25. l --·-

;-·3o· r-l

f---+----·-

f---+------40' - ---

f--1- I -4s·r--J >-----+1- _j

;so-l i

! i I

. ± ! I I ___ . -- ____L ------------

BORING NO. MR-4

tUESER RUTLEDGE CONSULTING ENGINEERS BORING LOG

PROJECT: 432 EAST 14TH STREET -·------LOCATION: YORJS,

BORING NO. SHEET 20F

FILE NO. SURFACE ELEV.

MR-4 3

12429 +19.25

RES. ENGR. GUILLERMO DIAZ-FANAS ---------,-- 1 I CASING I SAMPLE DESCRIPTION DEPTfj _ ____ REMARKS __

r- DAILY!-_ -- --.,-. !BLOWS/6" --

c; 7D j 510 j 53.0

I Cont'd 1 04-20-15

I Monday

I 56.0

I

190 57.0 -· - 59.5 -· 200 60.0

62 .0

210 - c-:c--

65.0 I

r-- -·-, 220 68.0

14:30 70.0

·-R-I --I i

- -

f.-'-r-·----

·---r----· --

.. ___ r------- -

12-11 12-16

10-10 13-15

Brown fine sandy silt (ML)

I 1Brown silt, trace fine sand (ML)

6-8 Brown fine sandy silt. trace silty clay seams (ML) 13-21

9-12 lnterlayered brown fine to medium sand , some 16-19 silt, fine sandy silt, silt , trace silty clay (SM&ML)

7-8 Brown silty fine sand varved with some clayey 13-15 silt (SM&ML)

10-12 Brown fine to medium sand, some silt (SM) 13-16

--1 .. _ -55 ,.....

s

-'58.5 r--so·

f----

65

__ _L _ ___

--70 End of Boring at 70'.

___l_ 75

--I r----=..j

1----I

so .. I - ! I

. -- l r----

85

·-90

-· -I I -

95

-·-+-------1 i

100 I I

' - _=t ___ j -- --- -------MRCE Form BL-1 BORING NO. MR-4

MUESER RUTLEDGE CONSULTING ENGINEERS

BORING NO. MR-4 SHEET 3 OF 3 -------·

PROJECT 432 EAST 14TH STREET FILE NO. 12429 LOCATION --------·-:N-::E:::::W-:7-:Y-:-:O::-::R:=-:K-:.-.-:-N-:::E:::-W':-:-:-Y:'::O::':R:C:K-:---------SURFACE_E_L_E_V_ . . +19.25

SEEBORINGLOCAOON PLAN DATUM -·· -

NAVD 88 BORING LOCATION

BORING EQUIPMENT AND METHODS OF STABILIZING BOREHOLE TYPE OF FEED

TYPE OF BORING RIG DURING CORING CASING USED IT] YES I!NO TRUCK MECHANICAL DIA., IN. 3 DEPTH. FT . FROM 0 TO 20 - - ------ -·------ ---- -- - -SKID HYDRAULIC DIA., IN. DEPTH, FT. FROM TO ----BARGE OTHER ELECTRIC DIA., IN. DEPTH. FT. FROM TO OTHER SOIL MECHANIC

TYPE AND SIZE OF: DRILLING MUD USED [KJ YES _ __j D-SAMPLER 2" 0 . D. SPLIT SPOON DIAMETER OF ROTARY BIT, IN. 2-15116 ------U-SAMPLER TYPE OF DRILLING MUD __ E_Z_MUD (QUIK MUDD-50) S-SAMPLER CORE BARREL NX DOUBLE TUBE AUGER USED CORE BIT NX DIAMOND TYPE AND DIAMETER. IN. ------- ·-- ------DRILL RODS _N_cX _______ _

CASING HAMMER, LBS. ___ _ AVERAGE FALL. IN. *SAMPLER HAMMER, LBS. 140 AVERAGE FALL. IN. 30 ·-----*USED DONUT HAMMER.

WATER LEVEL OBSERVATIONS IN BOREHOLE -DEPTH OF

DATE TIME HOLE CASING WATER CONDITIONS OF OBSERVATION NO WATER LEVEL OBSERVATIONS MADE. --

I .. t- --··-- --

- ---- ---- ------

I

SKETCH SHOWN ON PIEZOMETER INSTALLED D YES - --------------·---STANDPIPE: TYPE ________ ID. IN. ___ . LENGTH. FT. ____ TOP ELEV. INTAKE ELEMENT: TYPE OD, IN. ___ LENGTH, FT. ______ TIP ELEV. FILTER: MATERIAL OD, IN. ___ LENGTH, FT. - - ---- BOT. ELEV.

PAY QUANTITIES 3.5" DIA. DRY SAMPLE BORING 3.5" DIA. U-SAMPLE BORING CORE DRILLING IN ROCK

BORING CONTRACTOR DRILLER REMARKS RESIDENT ENGINEER CLASSIFICATION CHECK: MRCE Form BS.1

LIN. FT. LIN. FT. LIN. FT.

70 NO. OF 3" SHELBY TUBE SAMPLES NO. OF 3" UNDISTURBED SAMPLES OTHER:

WARREN GEORGE, INC . -· ------·-· - - ·- ···- - - -·-·-· ···· - ·---· . - ------ ------ -·

DEON DEWAR HELPERS FRANKLIN MUNOZ BOREHOLE BACKFILLED & SEALED UPON COMPLETION.

GUILLERMO DIAZ-FANAS DATE 4/16/2015 - 4/20/2015 CHERYL J . MOSS TYPING CHECK: CHERYL J . MOSS

BORING NO. MR-4

f UESER RUTLEDGE CONSULTING ENGINEERS BORING LOG BORING NO. MR-5

SHEET 1 OF ---,3- ---PROJECT: 432 EAST 14TH STREET FILE NO. --------:r2429 ____ _

- - -------LOCATION: NEW'(QRK, IIJ.f::Y.\1 YORK . SURFACE ELEV. +21 .. .. ·-· ..... -···· -·· .... -... RES. ENGR. GUILLERMO DIAZ-FANAS

l 09.30 _J ; VOID 0.5 9 ••concrete slab from

04-29-15 _ _ ___ j 1 j 0.7 _ _ O' to 05'. Wednesday I I I 30 Drilled without

I Sunny -------i I 64'F I , 2.5 1 25 0.5' to 12'

! F l-j 25 1

-- I - I ·-· · -6s ·· 1 -- L I

15:00 07;30

04-30-15

Thursday 1--t----!

I Cloudy -.-- __ __ _j 60'F 40

50 20.0 1-- 22.0

f-----1-----i

7-7 4-7

9-8 7-6

9-6 9-12

14-12 15-14

so zio·l 10-7 r---J--=-24-'-' . .::....o.-1 6-s

fro· 124:0 3-s f---+_.;:;.26:.;..0.:;......: 4-8

I r--i-==l _ _ MRCE Form BL· 1

I

Brown fine to coarse sandy gravel, trace silt (Fill) (GP-GM)

Top 6'': Brown fine to coarse sand & wood. some brick, trace silt (Fill) (SP) Bot 7": Brown fine to medium sand, some silt, trace gravel , brick (Fill) (SM) Brown fine to coarse sand, some gravel, silt, trace cinders (SM)

!Brown fine to coarse sand, some gravel, clay (SC)

BLDR

F

I BLDR

F

I s5o I 275 !Boulder encountered

[ '

10

DRILLED1 at 6'. AHEAD

3" - --Hard hammering, helper pulled rope to facilitate casing pene-ration. Rig chatter at

8', 1 0' & '12'. it

,-- 'j ! '

I

12.5

r--·+---- ·

15 -·

_ _J

I

1 I I

I i

REC=1 .5" Boulder, cobbles & wood found in drilling.

.. l 1s 1 . ,

17.5 I f---+---- J

I -- ----:=]

I Top 6"o B<Ow" fi"e to ""'"""'· 'ome 9"""'· S f trace si lt (SP-SM) _ 1 Bot 5": Gray brown fine to medium sand, trace

organic silty clay, coarse sand (SP-SC) I 1 ---,

Brown to red brown fine to medium sand, some ,.22.s·+--·· ·· · ···; silt, trace coarse sand, gravel (SM) I j I ; I I I 24 I ;

1------Top 1": Soft gray brn org si cl, tr pt, f-m sa (OH) I k 70 Mid: WC=1 01, Mid 11": Stiff dk brn org clay, tr pt, f gvl, sa (OH) 0 25 ,pp=1 .0 Bot 9": Stiff black organic silty clay, some peat I Bot WC=1 21 ,

!(OH&Pt) . . ...L. _ lpp=1.5 ____ ---'

BORING NO. MR-5

MOESER RUt LEDGE CONSULTIN.G ENGINEERS BORING LOG NO, MR-:5

SHEI;T2Q.F-. -· PROJECT: 432 EAST 14TH STREET

NEWYORK NEWYORK FILl; N.(). 12429

LOCATION;: ----.-.. ... .... _, ___ , __ . __ .;;;.;._, ___ __......;.;,.:..:..._._... .... ... ____ , .,..,.,, . .. -- ' ....,. ,.. _____ , --. Sl}RFACE ELEV. _______ ___ ... --····-RES. ENGR. GUILLERMO DIAZ-FANAS

1 r-- j , . 0 h;i i 1

'l Thurscl.ay ho I 26.0 IT.op1.2"·.· :0a.*b.ro.w.nt·o· .. bl.a:ckor·g.a.·nicsilty .. cla.y. r· r.· ··.2···.7·.·· .. 8D.Top: WC=1$$ I Cloudy L. J 28.0 12-20 l' trac;e fij1e .to mec;fium.-sand, grave!,peat(OH) l

i 6o'F I 1sot12": Gray fine sand, so_me silty clay, traC? · 27:5 .

13·1? ls,own jO<ed brown flne to meWtim "nd, ''"'' I . i1

..

I i 31.0 ' 13-13 !silt (SM) l I·• Y·-·- t r s r 1

. . ........ .. r r · -I r: r---r--i .I, · . 1(}0 32-:o" 7·7 IRed brQwn fine to medium sand, trace silt, r-cj' r

t3c18 !silty dtay seams (SP.SM) . . . ... . . . . f

•. ··. "'"" i 114 . _lend of """"! 1 .. ·. j · I I T;- ---\wc•Wate' c'"""' I

·· ll

1 = 1.· i L · · f I ! · · 1 ... .. · · !Untof)fine,d Compre$•

·•j• 1 F·--1-.-. --isive strength i.n tsf. I I -:.-. . l"40 1 , -·,-·- i I

l • .--=-] I •.•II --1 1 l

•

J .. l J :t• ... 45' -i

. . •.1 ····· ! ,.------ ----1 . 1 ., .. , .. ....... .._.-, 1 · ·· 1 -- r · · · 1 l •I .. . 1 I ·- .·· r----1 . I . l I "'-'-- I I .. $0 ' I . t

l I ... - J _ ___ ___, ___

MRCE fprm .. BL·.t BORING NO. MR-5

MUESER RUTLEDGE CONSULTING ENGINEERS

BORING N O. M R-5 SHEET 3 OF 3 -

PROJECT LOCATION BORING LOCATION

432 EAST 14TH STREET NEW YORK, NEW YORK

S-EE BORING LOCATIOi'f PLAN

·------ FILE NO. _____ 1242...:..9 ___ _ SURFACE ELEV. +21 DATUM NAVD 88 -----

BORING EQUIPMENT AND METHODS OF STABILIZING BOREHOLE

TYPE OF BORING RIG TRUCK

TYPE OF FEED DURING CORING MECHANICAL

SKID HYDRAULIC -------BARGE OTHER ELECTRIC OTHER SOIL MECHANIC

TYPE AND SIZE OF: D-SAMPLER 2" 0 . D. SPLIT SPOON U-SAMPLER S-SAMPLER CORE BARREL NX DOUBLE TUBE CORE BIT NX DIAMOND DRILL RODS NX

WATER LEVEL OBSERVATIONS IN BOREHOLE

I DATE_+ TIME DEPTH OF DEPTH OF ·:

HOLE CASING i -- - ·

DE

CASING USED [TIYES DIA., IN. 3 DEPTH, FT. FROM DIA .. IN. DEPTH, FT. FROM DIA., IN. DEPTH, FT. FROM

DRILLING MUD USED [KjYES DIAMETER OF ROTARY BIT, IN.

--------. '--__jNO

0 TO ---TO TO

2-15/16

15 ----------- -

TYPE OF DRILLING MUD QUIK MUD D-50

AUGER USED XlNo TYPE AND DIAMETER, IN.

CASING HAMMER, LBS. _ __ AVERAGE FALL, IN. •sAMPLER HAMMER, LBS. FALL, IN. *USED DONUT HAMMER (NO SAFETY}.

30

ATER _ CONDITION S OF OBSERVATION ! w PTHTO I ---t------'--'N_:_O_WATER LEVEL OBSERVATIONS [: --+-1 - - - ·-----j I ··4-3 - -- --

I

. 4 _:_-_ --------1-j--_-=_-i_,_l __ ---__ __ _ ___ __ j PIEZOMETER INSTALLED CJYES SKETCH SHOWN ON

STANDPIPE: TYPE ID, IN. INTAKE ELEMENT: TYPE OD, IN. FILTER: MATERIAL OD, IN.

PAY QUANTITIES 3.5" DIA DRY SAMPLE BORING 3.5" DIA U-SAMPLE BORING CORE DRILLING IN ROCK

BORING CONTRACTOR DRILLER

LIN. FT. LIN. FT. LIN. FT.

DEON DEWAR

26

--- - ---- ------___ LENGTH, FT. _ ___ TOP ELEV.

LENGTH, FT. --- --- ----· LENGTH, FT.

NO. OF 3" SHELBY TUBE SAMPLES NO. OF 3" UNDISTURBED SAMPLES OTHER: BOULDERS & COBBLES

TIP ELEV. BOT. ELEV.

8

WARREN GEOR§ s_ I_NC. _ ___ _ ____ __ - ·-- __ ·-·· HELPERS FRANKLIN MUNOZ

REMARKS BOREHOLE BACKFILLED & SEALED --- --GUILLERMO DIAZ-FANAS DATE 4/29/2015- 4/30/2015 RESIDENT ENGINEER

CLASSIFICATION CHECK: CHERYL J . MOSS ___ TYPING CHECK: CHERYL J. MOSS MRCE Form 8S.1 BORING NO. MR-5

MUESER RUTLEOGE CONSULTING BORING LOG BORIN(; NO. MR-fi

SHEET 1 OF -,3,.--. PROJECT: 432 EAST 14TH .STREET

. NEW YORK NEVV YORK .FJLE .NO. - ... -.... -... -1-z-4?$-·.-.. - ...

LOCATION: St,JRFACEELEV. . +21 . '-":'''''' ',>'?•": • W • - ·• • •,: ',' '':-' ''' :-•:-• -: :•:-;-• ,,, .,-:·-••--:•••··-·•: - , ,, , •••M'"'

RES. ENGR, GUILI.ERMO PIAZ-FANAS

CIO\ldY ·· • ···-··-· _· ·_ · · I ___ ,Samphng .fr()fl1 •1· ! GO' !' •· · · •···· •... ··· · CC1 j ,.. ... 32 _10.5' to, 12' · ·· J I I ' I . I I i.

1 r 1 1 1 i 30 1 1

I d3&j I I l . 5 6!) : I

1 I I } ······ l 1 i n § I t hr-fooi

I I J II' l . J •• afW 200

[ t5;30 . . · "'"/. : 10· 3" tfound aUO\ j ·.· .. §_·.· ... ·-.i .· ..... ·. ·l. h AHOO.B·. o·u···l-der:s.& co. bbles. r . . -• __ ·- _· I I I I I 1 0· . · 14-:0· Gray gravel, flrie to sand, brick; · · · j [ silt (Fiii}(GP}

I .· __ 2·_._·· __ Dc.t_._·_. I __ -_ .. l .... '. c---·-JR. EC.

,. i I

t

_ ..... __ ... 8.-4 Dark brown fine to coarse some silt, · ·· ··· 16.0 · 4-2 trace gravel, silt, gravel {fiti)(SM) ··-1s-· ·-·· .J

20.0

3.-4 8.-4.

t-12 22-20

!Top 1 ": Gray brown fine to medium some brick, gravel, $ilt (fiti}(SP-SM) r

11>1icl 6';: Bm.f.c sa, sm si, org cJ srns, tr brk (SM&OH) r----t-, · 717;;,··.=s ------1 eot Soft blk org si. clay, sm W()Qd, p(; tr brk {OH) 0 _i 3D B,ot pp<0:25 Top6'': S(lft bi13ck ciav. trace brick (OH} 18:.5 ___j4DTop: WC=43, Bol6'': Brown fine to coars_e sand, trace gravel, • ·lpp<QJ25

orgariic. silty clay seams (SP-SM) I

trace l S

!Bot 6": Brown fine to medium sand, trace silt, i • 21.$1 1SD l3ot pp=0;5 some black organic silty clay layer:s (SP-SM&OH)I:- _, ..

2 ... _.2 ___ .·s· .. ··J .

!Top 6": Brown fine to medium sand, trace silt, . I organic silty clay seams (SP..SM) 0 1 !

I B.ot a __ ":_ s __ oft ·t.omed.Ium orgarlic silty clay, j ·' ---l6D=Bot: sorpe peat (OH&Pt) 1 24 _J, ;pp,-0.5

j p 1.1": Gray to black fine to medium sand, .· .-. me peat, organic clay (SC} . 5 25 J ·· ··· · i d. a_.:.: Gra_._ Y fi_Jne.to_ .. mediiJ.·m .. _ .. scnd···· some s.ilt(SM) L .. · .. .... J .· .. · ..... i t 2 . . Gray f-ms.and, sms1ll; tr clay (Srv)) j T _j __ __,;_'-. ___ _

I .J

BQ.RINq NO. MR-6 -·-· .. ··--:·-·-:·; __ ..... . ; ·-:·· ... ,..:. ·----:"""..,.., .. _":: :-•

MOESER RUTL.EDGE CONSULTING ENGINEERS BORING LOG

PROJECT:

NO. MRc6 Sj,!E,E;T 2 OF =--

FII...E NO. 12429 S URFACE ELEV. _____ ________ _

RES •. EN.GR. GLJJLLERMO DIAZ-FANAS toAtlY h-.-.,__ SAMPLE - ------ ---. . - .- . - . . !CASING! .... l ' PR()GRrs l NO.I _ _ _ _ __ SAMPLE [)ESCRIPTION __ · _ ___ fSTRATA pi;PTHISLOWS _ REMARKS

1

Comd _ F-i · _ l ----l i · oS-Qr,;s · l j · ___J__ 1 I • Fnaay faD ! 26.0 1 20-:10 brown fine to sand, tr<lce silt, 1 ! j l L 2a.o. I 15,24 Co(j_rse sand . j --i- 'j-

60'F I . ... ... ! 27 .. 5 . . . T .

! I j i I· .r l I

! I l

14:00

I I j, __ : 13-15 _

1Brown to 9ray fine to medium $ilt. ------

1.

15-1 4 I_.

! ....... j . . 3Q ...... l

I s p--,----c: - ---- -----1

100 33:0

11b ;,14;Q 36:0

' I .-.---- ·+-··.----- '------! f---+----1

,., . .. _ ----·-- r I

I -------r 12•17 Top. 11"; Gray brovm.fine to.medium sand; trace . 16•20 sift, eo:arse sand (SP-SM) . 1

Bot 1 Q .. f)rowq fine tq medium sand.. trace 32.5 silt. coarse sand (SP-SM) __ .........,,

1 I

!Iop 1.5": H;ed brc:>wn fine.to sand, 1- · ···_. ··· ····· ·· ·· ;

jsm (SP;.SM) ____ ____ .! 35 l __ · --- 1 Bot 12.5"; Red brown fine to medium sand, some M 1: )------silt, trace m:ica (SM) r----- 36 .. J End of Boring at 36'.

I -T-::::iwc""''•' cooteru 37.5 in percent of dry f 'weight. F •

· 1Penetrometer -··-lunconfin!:!d Com pres·

" jsive.Strenglh iiltsf .. , ... ,...... ... ,.,

·f--------+-------1 ·t-;--;.,.---..--+-.--c.=--1

!

MUE:SER RUTLEOGE CONS!)!., TING ENGIN_EERS

BORING NO. . MR-6 Slii:ET 3 OF 3 .. -----·-.· _._..,.. _ __..

PROJECT 432 E[>.ST 14TH STREET _____ FILE NO. ---· ._. ___ 1242$ t,OCATION . NEWYORK NEW YORK . SURfACE ELEV. . .... ... ____________ _ .BORING Loc..\t16N"·-- --- ··-SE'e:'ao'RrNci"loc-.A.rloNF>IAN' _______ __ oATuM NAvo as

TYPE OF BORING RIG TRUCK. SKID BARGE

-------HYDRAULIC ----- ----·· ____ ._ OTHER SQIL MECHANIC

TYPE AN[} SIZE OF: D-SAMPLI;:R. 2" Q,;D. SPLIT $POON U-SAMPL!:R

CORE fjiT DRILL RODS

NXDIAMOND

CASING USE(} TO ----TO ---TO

DRILLING MUD USED fXl YES . . ... .. . . . .• ,.._,_._.__, ·•··· ' J . I NO ....

OlAMIUER QF ROTARY BIT, lN. 2-.15/.16 TYPE QF .DRILLING MUD

AUGERl,JSED TYPE.AND DIAMETER, IN.

.CASING HAMMER,. LBS. -----AVERAGE FALL. IN. •SAMPLERHAMMER, LBS. FALL, IN. *USED DONUTHAMMER(NO SAFETY).

SKETCii SI'IO\!VN ON

30

Pt§{;CJMETE:R D YES - -----------------------StANDPIPE: iYP!= INTAKE;: EI£MENJ: TYP!=

___ ______ ID,.I[IJ. __ . __ u;NGTH, FT, _____ oD,JN: u;,NGTH, FT-

___ TOP ELEV. ____ TIP

FILTER: OQ; JN- FJ . -. - .-. __ f!OT, ELEV.

PAY QUANTIT1ES. ·a,g• [)lA. DRY SAMPI,.E I}ORIN(3 '3.5" DIA. BQRING

LI,N. FT: '30 tiN.FT UN._FT:

NO- OF 3'' SHE!-BY TUBE N<J. ()F 3!' l)NQJSTURBI;:D SAMPLES OTJ:'i!=R: ORILLED 6

15

WARREN GEORGE, INC. DR_I_LLER REMARKS BOREHOLE BACKFILLED & SEALED UPON 'COMPLETION . .. . RESIDENT .. -.. ---- · GUJLLERMo oiAt::FANAs · . o1s CLASSIFICATION CHECK: CHER.Yl.tMOSS . TYPING CHECK; .-... -.. --.. -..

.. NP. . . MR-6 .. -... .. -.. -.. . -. -....

flltUESER RUTLEDGE CONSUlTING ENGINEERS BORING LOG BORJNG f\10.

SHEET 1 0 F 3 PROJECT : . . ... . 432 EAST 14TH STREET

.. NEW YORK, NEW YORK FILE

LOCATION: SURFACE EI..EV. +21 . .... .. ·· ·: .. _·--- ··:· .. _....... . .. .. ,. -----· ·---, ,_,,. ____ ...... .

I I I l I I. I !

F

•·... . . ___j

16"11 4·3

ToP 6"o B(lok, tr <M cl!IYi mel&l(FdQ (GP). I '-f2,5L., ..... 10 Topo . Mid 1": BriCk. sm org clay, tr f-c sand(Fi!f) (GC) r· -·l·:· .13__ __ -------1. ;oc.lc>r v;'hiler;lrilling,

fine sartdy organic clay, ttac;e Bot pp-:<0;25 brick, gravel (OL)

1112" ·lT.op 16:'.:_··. s. oft prown to organics. ilty 1_· 15 : -----·.· -·-··· 2

2 ... D0T8

·.o.op.t.·:"·.p.·.pp<<00_.-

2:2

55

some fine sand, trace bnck, peat (OH) t ,.,. leot6'': Sottblaok OrQ!':Inicclay, to I 0 l .. m I

!---····· -·--··· --- 1 medium trace (()H) !,• ·."""'"'""""-· ... ,l1

..,., , . ., .. ; , •• _ • .,.,.3_o .. Top:_ p_p::.Q_ 25· .. l2Q_ .. ··· . 2-6 ·Top 4":Do 20 Bottom (01-1)

[ _ 9,7 t?ot 12'': j3roWQ to grliY fihe to cai;lrse sand, some .. 17 - --] ! organicclay(SC) j S 1 17,5 l

Jl 18 .

..,.18])- T. o.p. s·.·:. So .. ft bla. ck.orga. nic. silly some fine to ! --... ... ··! . I .. -: l_ ... 4DTop: pp<0:25 I 2o.o 3--4 to rnec11um sand. trace bnc::k (ot-n r· o. • . _J ., B. B ... rown .to .. ·. dark gray fine to medium sand, •. _ . •. ·.1. 9 .•. . . . . · _·_'·. ·some .silt(SM) · ·· · · · · . · 2o ··· l · ···· ·· i

l . SD .. 3-1 Top 4": Brown fine to medium sand, some silt •••.. -., .••. t..,,.... •"·-f • · · · 22.'0 2-2 (SMJ . . . . . . . 1

1sn B.ot: 1,75

I 1

6ot12'': Brown sil,ty tifie to mediurn sand (SM) 1 k " r 1 •.1

1

. .. so · '" 22.6·· · 4-6 ·.1rTop St: Brown fir;e to medi!-im sand, soml"l silt 1· J· 22:s

2.4.0 1{SM) S , ! r- !Bot 12": BrOW(l fine to rne(iiunt sand; sill t "I I(SP-$M) • • 1 W 24 0 6"6 JR•d b<Own fin•"' modl•m •••«. •om• •ilt, r: ...... . ..l.r-----=---_26_,._0 ·-_ .. · ·'----7--·-1 o_·- mica (SM)

25 i .... l

M_RC_Eform Bl., j BORING NO. MR-7

J t I

J

MUESER RUTLEDGE CONSULTING ENGINEERS. BORING LOG BORING NO. MR-7

SHEET20F . 3 PROJECT; 432EAST HTHSTREI;T . --.. -.. --.. FILE NO. 12429 . LOCATION: - --····-- ··--·--- ···-- ____ NE\<Y Y .. NEyY"(Qf3JS. _ . ... SURF ACE ELEV.

RES·. ENGR. GUiLLERMO OIAZ-FANAS r OA! LY --S-AM-Pl,._E_. _--. ·,.------·-· · -----. .. -. - .. -. -. .,..,.-- .. - .-. ·[ 1 ·· cASING1 · · · · ·· · 1 j PROGR.Ess NO,j DEPTH I BLOWS/6" j '_S_ AMP .. _. L_E ___ :o_ESC_R_IP_._ T_ION_ .. ·.. it

1STRATA_IIpEPTH1

1,_BLOVVS ... ·,:._ .. REMARKS ..

1

11_

I .. .. 'I •' ' .·• ·j MSounMday _l .. . .. · .li !

!" . . -- 1,1 :!1 s •hiT--...• f !.

1 I, '!'·.· 80 • .28.0 7-6 fRed brown fine to medh.Jm sand, ?ome silt; - .. . ccc,., .. l.Q:...Q.. . 7-6 I .", ... ,:f, .. ,, .. j

I, 13:00 -. -.. . - .. l' 1-:- +-------...lj End of Boring at 30' .

t J lpp=Pocket j j . · !'Penetrometer

:1 __ 11

.. _ .. _· --1. · t Unconfined Compres-1 32 .. 5 1 .j sive Strength i.n l$t

It L . ··· ! I ..

J 1 I l I

1

I ! '[' . ..

c.....,.....-, _, -... - .. - . ,,

I f 1 j I

J---+--1

L-- +------1

.. -..

;.f-1 --+-. --;

I .I ""·-+· .. ·-·---.. --!

II, •. j

t I i

I I j

:

.. .. i

.. -"'l I

45 I

I I j 1 J

l l

t.r\l,ll;$EJi RUTI.,(SOGI,: CON$lll TING ENGINEERS

BOR_INGNO. SHEET .3 OF 3

PROJECT "-.--· 432 EAST 1.4TH STREET fll,.ENO, . - · . . - .. -l-OCATION .. NEWYORK, N.EWYORK BORING ,. ,. '

BORING 'EQUIPMENT AND METHODS OF STABILIZING BOREHOLE

[i]YES TYPt:; OF !;lORING RIG TRUCK.

TYPEOFFEED OURlNG MEGHANI GAL

SKID BABGE

_______ HYDRAULIC

. .... ---- -----·- -- OTfiER

-.. -. FT. FROM _____ DIA., IN. - .----. -.. - DEPTH. FT. FROM

DEPTH, FT. FROM OTHER. SOILMECHANIC

TYPEANPSIZE QF: DRILLING MUD USED. W YES 2" 0. D. SPLIT SPOQN .·., .. ·.

DIAMETER.OF.ROTARY Bl'f, IN. . ..

j jNO 0 TO

___ TO TO

0No . .. . 2c15/16 o.;sAMPL!:iR

U"$AMf'LER 5-SAMPLEF

TYPE. OF DRILLING MUD . ... . .· OUIK'-MUD ..

CORE BARREt... NX DOUBLE TUBE COR.!;: BIT NXOIAMQNO DRil,L RODS NX

.

AUGER USED 'TYPE AND DIAMIHEK IN. .-·. - .. -... :- ·

'n;!. l,.JUNO

15

CASING HAMMER, L!3S. -,-----,.AVERAGE FALl, IN: SAMPLER HAMMER. .LBS.. 1.40 . AVERAGE FAll. IN,

:--:--::--· -. --... -- ·. 30

"USED oONLIT HAMMER.(sAFETY). WATER LEVEL OBSERVATIONS IN BOREHOLE

j DATE l i coNDtTJONsof=osseRvArloN l : · ..... ... .. ... .. . . · .... f

l L. I ·. . 3 m "'' I -.. .,, PtE;?;OMETERINSTALLED. I ·tves SKETCH Sfi.OWN ON

STANDPIPE: TYPE INTAK!';aEMEIIIT; TYPE Fli,, TER:. MATERIAL

PAY QUANTITIES 3.5"PIA. SAMPLE BORING

IJIA UcS/\MPLE BQRING CQR.EDRILLING !N.ROCK

GQNTRACTOR DRILLJ;R REMARKS ··.-

ENGINEER CLASSIFiCATION CHECk: !ARCE Fi>rm 85-1

!.,IN. FT. LIN .. FT,

.!D; l.f\1 .

OD. IN.

.3.0

LENGTH,FT. - .-. - . -. -. . -. TOP ELEV.

BOT.ELEV.

NO. OF 3" SHt:L'BY lUBESAMPLt:S NO. OF3" UNDISTURSED SAMPLES OTHER:

WARREN GEORGE, INCc ..

eoREHOLE BACKFILltD & SEALEO UPON COMPL:.ETION,· . Gl)ILLERMO OlAZ-f=ANAS . . PATE . . . 05-04-15

.. CHERYl J. MOSS TYPINGQHE:CK: CHERYL J . MOSS . . NO•· MR,.7

MUESER RUTLEDGE CO SULTING ENGINEERS BORING LOG BORING NO. MR-8

SHEET 1 OF ·---=3 -·---- -PROJECT: 432 EAST 14TH STREET FILE NO. - ---,-12:=-4""2-=-9----------LOCATION: NEW YORK. NEW YORK S URFACE ELEV. +21 .. - - -

RES. ENGR. GUILLERMO DIAZ-FANAS I DAllY [ SAMPLE I CASING .

f

PROGRESS SAMPLE DESCRIPTION __ BLOWs_ REIIIARKS --· 13:00 I I 5 _ .. Concrete slab from '

1 05·04-15 I 0' to 0.33'. ! Monday - __J --- 10- Drilled without I Sunny ;samplmg from 70' F 2.5 I 15 :0.33' to 12' I

I

I

15:00 07:30

()5..()5-15 Tuesday Cloudy 75'F

- ---

1--t--, =:!··---

-t= - ·- ' 12.0 i 1D 14 .0

'2f)' 14.0 · -:rs.-o

!-·------ ---- -3D 16.0 ,_ 18.0

! 4D 18.ol

20.0 I c-·· l

. !?!:?. i . 20.Q_1 22.0

I J

615 l -2io-l 24.0 ,_.._._._. ----

7D 24.0 ..j !--26.0- 1

15-6 5-5

7-9 6-5

5-5 7-14

11-13 13-13

7-8 5-5

8-10 10-13

8-4 3-6

F

I

I I I I I !Top 4": Grn brn f-m sand, sm brick, silt (Fill) (SM} Mid 4": Red brown to brown fine to coarse

!sand, trace silt, gravel (SP-SM) -Jsot8": Brn to gray bm f-m sand, sm si, tr gvl, c sa (SM) I jTop 6": Gray brown fine to medium sand, some silt. trace shells, peat (SM)

I

Bot 6": Brown to gray brown fine to medium sand, some silt (SM) Top 2": Gray brown fine to medium sand, trace fine gravel, silt (SP-SM) Bot 12": Brown fine to medium sand, trace silt (SP-SM) Do 3D Bottom (SP-SM)

Top 11 ": Do 3D Bottom, trace gravel, coarse sand (SP-SM) Bol1": Red brown silty fine sand, trace mica

s

:.---11--161 .L . I '

I 15 5 I I

i 30 I 40 !

i I 36j Drilled ahead of casing

10 I :3" to 10'.

I . =1== . ·;;·I . Ts+

j

r17.5 - --1 .

1--+------; I

20

(SM) I ' Top 14": Brown fine to medium sand, trace silt, 22.5 1-- ·-·-mica (SP-SM) ______j Bot 1 0": Red brown fine to medium sand. some silt trace coarse sand, clay seams (SM) '

(SM&ML) I 25 :

L_ _ - - ___ I

Red brown silty fine sand, some clayey silt seams

I _j _____ ---'·- --MRCE Form BORING NO. MR-8

PROJECT:

UESER RUTLEDGE CONSULTING ENGINEERS BORI !G LOG

432 EAST 14TH STREET LOCATION: NEW YORK, !'JE._Y\1 YQR!S __

BORING NO. SHEET 2 OF

MR-8 3

FILE NO. 12429 ------SURFACE ELEV. +21 RES. ENGR. GUILLERMO DIAZ-FANAS

LJ ___ S_A_M_P_LE DESCRIPTION --- _ _[)EPTHI REMARKS - :

I T .. :.. m i I I Ill_· - -

! Cloudy 7-8 Brown to red brown fine to medium sand, trace I I 75' F i 28.0 8-10 silt, mica (SP-SM) I 27.5 I I s --+----

11 :30

90_28.0_ 30.0

----r---

r---+------i

1------

r------

I - - ---l---

1 I

f--+---1------l-------i

1---t-----f-------

r---- -- - ------1---t----

I -1

5-7 10-11

'

Top 12": Red brown fine to medium sand. trace silt, mica (SP-SM) Mid 3": Red brown silty fine sand (SM)

!! Bot 6": Red brown fine to medium sand, trace silt, mica (SP-SM)

I

I 1--l-----{ I L __ __ _L ___ '-__ _j_ ____ _ MRCE Form BL-1

I - - -- I

'--,-t----l 30 End of Boring at 30'.

I - - -----11------ _J

t I l ,___ ___ ----

35

= : 37.5 --! 1-- .--, I I ! - -- --1 ,_40- - I "l

I I

! -- - 1 I I

42.5 ! I

1 .. 1

l;¥--- --.., "47.5 - ---. L _ _L_ _ _j I I I

k --....: 1

1

-+--BORING NO. MR-8

MUESER RUTLEDGE CONSULTING ENGINEERS

BORING N O. MR-8 SHEET 3 OF 3 ------

PROJECT LOCATION

432 EAST 14TH STREET ____ NEW YqRKc

FILE NO. 12429 SURFACE ELEV. DATUM

+21 NAVD 88 BORING L OCATION

BORING EQUIPMENT AND METHODS OF STABILIZING BOREHOLE TYPE OF FEED

TYPE OF BORING RIG CASING USED [KJ YES , !No TRUCK

DURING CORING MECHANICAL DIA., IN. 3 DEPTH, FT. FROM 0 TO

SKID BARGE

----------

OTHER SOIL MECHANIC

TYPE AND SIZE OF:

HYDRAULIC OTHER

D-SAMPLER 2" 0 . D. SPLIT SPOON U-SAMPLER S-SAMPLER CORE BARREL NX DOUBLE TUBE CORE BIT NXDIAMOND DRILL RODS .:.:N:..:..X ____ _

ELECTRIC

WATER LEVEL OBSERVATIONS IN BOREHOLE

DIA., IN. DIA., IN.

------

DRILLING MUD USED

DEPTH. FT. FROM DEPTH. FT. FROM

[I] YES

-----

TO TO

2-15/1 6 DIAMETER OF ROTARY BIT. IN. TYPE OF DRILLING MUD QUIK-MUO D-50

AUGER USED TYPE AND DIAMETER, IN.

CASING HAMMER, LBS. ___ AVERAGE FALL. IN. SAMPLER HAMMER, LBS. 140 AVERAGE FALL, IN. 30 *USED DONUT HAMMER (NO SAFETY).

l DATE TIME I I coNDITION S OF OBSERVATION r I j NO WATER LEVEL OBSERVATIONS MADE

10

---

1 I -......;-1----+-i

E- 1- -1:--' ----+±----+J-=-==-=:1 _--PIEZOMETER INSTALLED D YES SKETCH SHOWN ON

STANDPIPE: TYPE INTAKE ELEMENT: TYPE FILTER: MATERIAL

PAY QUANTITIES 3.5" DIA. DRY SAMPLE BORING 3.5" DIA. U-SAMPLE BORING CORE DRILLING IN ROCK

BORING CONTRACTOR

UN. FT. LIN . FT. LIN. FT.

ID, IN. OD.IN. OD, IN.

___ LENGTH. FT. ___ LENGTH, FT. ___ LENGTH. FT.

TOP ELEV. ____ TIP ELEV.

----

NO. OF 3" SHELBY TUBE SAMPLES NO. OF 3" UNDISTURBED SAMPLES OTHER:

BOT. ELEV.

WARREN INC..:... -- - · ___ ___ _ __ DEON DEWAR HELPERS FRANKLIN MUNOZ DRILLER

REMARKS _________ B_O_R_E_H....,.O_L_E_B_A_C_K-,-F-IL-L-ED & SEALED UPON COMPLETION.

RESIDENT ENGINEER CLASSIFICATION CHECK: MRCE Form 85· 1

GUILLERMO DIAZ-FANAS DATE 5/4/2015-5/5/2015 CHERYL J . MOSS TYPING CHECK: CHERYL J. MOSS

BORING NO. MR-8

MUESER RUTLEDGE CONSULTING ENGINEERS BORING LOG

PROJECT: 432 EAST 14TH STREET LOCATION:

BORING NO. MR-9 SHEET 1 OF 2

FILE NO. - - --1 242§·----· SURFACE ELEV. +21

RES. ENGR. GUILLERMO DIAZ-FANAS

··- r:PTHI 1

- 05-0lZ:50·015 I 0.375 DRILLED · ·concrete slab from - !.i - t--- 0.42 AHEAD jO' to 0.375' . I -- - I 3" !***Asphalt from 0.375' J Tuesday ---I Sunny I i

I 79'F

I ---· - -- -- l

I ! ···---··· -- -

I .. - - --

r-I

.j

___ J r··- .. " I ' I

I 10 12.0 14.0 -

I ----1 I ' I I

m '-- _ _____j

_____ .. __ ___ , __

I I

8-1 ITop 12'': Brown fine to coarse sand, some silt, 1-2 brick, trace fine gravel (Fill) (SM)

Bot 12": Yellow brown silty fine to coarse sand, trace gravel (SM)

F

t-- ' Ito 0.42'. I 2.5 I Drilled without

1 ___ _ J Sampling from

IO' to 12' t----+--+---1 ···- - - ' ' --1 5 i

J I

10 :--1

t-12.51- - -l 13 __ j

141--- - -j End of Boring at 14'.

- 1!i- - 1 I

I - I ;_ __ 17.5 !

r-------J

--r-- -1 20 I

___ j l

I I I _l I L____l_ j _-=]__ . ____ _ __ ____ _ _,_! ---'------'- - 1 _ _ _ _ _ j

- ·· ··· I j

MRCE Form BL-1 BORING NO. MR-9

, '

MUESER RUTLEDGE CONSULTING ENGINEERS

BORING NO. ___ _.:.:.M:.:_R:....::-9 SHEET 2 OF 2

PROJECT 432 EAST 14TH STREET FILE NO. 12429 --- ------LOCATION NEW YORK, NEW YORK SURFACE ELEV. +21 BORING LOCATION. --- - - ---SEEBORJNGLOCATI6NPLAN _____ - -- ·------· DATUM --NAVD-88 ·-----

BORING EQUIPMENT AND METHODS OF STABILIZING BOREHOLE TYPE OF FEED

TYPE OF BORING RIG DURING CORING TRUCK SKID BARGE

HYDRAULIC OTHER

OTHER SOIL MECHANIC

TYPE AND SIZE OF: D-SAMPLER 2'' 0 . D. SPLIT SPOON U-SAMPLER $-SAMPLER CORE BARREL NX DOUBLE TUBE CORE BIT NX DIAMOND DRILL RODS NX - ---- --

ELECTRIC

WATER LEVEL OBSERVATIONS IN BOREHOLE

CASING USED W YES DIA., IN. 3 DEPTH, FT. FROM DIA., IN. DEPTH, FT. FROM DIA, IN. DEPTH, FT. FROM ·-------

D_RILLING MUD USED [_TI YES DIAMETER OF ROTARY BIT, IN .

,---------, L__J NO

0 TO - ---TO --- -TO

i J NO 2-15/16

10 - --

--· ----

---------------TYPE OF DRILLING MUD QUIK MUDD ::.·c:..50;;__ __ _

AUGER USED C lves [XlNo TYPE AND DIAMETER. IN.

CASING HAMMER, LBS. ----AVERAGE_ FALL, IN. •sAMPLER HAMMER, LBS. 140 .AVERAGE FALL, IN. 30 •usED DONUT HAMMER (NO SAFETY) .

! DEPTH OF DEPTH OF I

DATE TIME HOLE CASING WATER CONDITIONS OF OBSERVATION

- -- NO WATER LEVEL --· ------ OBSERVATIONS MADE. ------- -----1

---

-

l - f--· ..

PIEZOMETER INSTALLED 0 No SKETCH SHOWN ON

STANDPIPE: TYPE LENGTH, FT. TOP ELEV. INTAKE ELEMENT: TYPE ____ LENGTH, FT. TIP ELEV. FILTER: MATERIAL ____ _

10, IN. OD, IN. OD,IN. ___ LENGTH, FT. BOT. ELEV.

PAY QUANTITIES 3.5" DIA. DRY SAMPLE BORING 3.5" DIA. U-SAMPLE BORING CORE DRILLING IN ROCK

BORING CONTRACTOR DRILLER REMARKS RESIDENT ENGINEER CLASSIFICATION CHECK: MRCE Form 85-1

LIN. FT. LIN. FT. LIN. FT.

14 NO. OF 3" SHELBY TUBE SAMPLES NO. OF 3" UNDISTURBED SAMPLES OTHER:

WARREN GEORGE, INC. oEON-OEWAR _______ - 4 ·-·-FRANKLIN-MUN"Oz -·--- - --BOREHOLE BACKFILLED & SEALED UPON COMPLETION.

GUILLERMO DIAZ-FANAS DATE 05-05-15 CHERYL J. MOSS TYPING CHECK: CHERYL J . MOSS

BORING NO.

MRCE Read ings M.Well Date Elev. M. Well Date Elev. M.Well Date Elev.

4/17/ 15 7.9 4/17/15 7.5 4/28/15 7.6

4/22/ 15 8.1 4/22/15 7.7 4/29/15 7.6

4/29/15 8.0 4/29/15 7.6 4/30/15 7.6 NW NE MR-3P

4/30/15 7.9 4/30/15 7.6 S/1/ 15 7.6

5/1/ 15 7.9 S/ 1/15 7.6 5/4/ 15 7.6

5/4/15 7.9 5/4/15 7.6 S/5/15 7.5

5/5/15 7.9 5/S/15 7.5

Table I. Groundwater readings in monitoring wells NW, NE, and M R-JP

2016- .1 3-BZ ZO !b t:!Y - 0 P 8: 28

CM .. iW ..

ECONOMIC ANALYSIS REPORT

432 EAST 14TH STREET

NEW YORK, NEW YORK

East 14th Street Owners LLC April29, 2016

J.S_ Freeman Associates, Inc. 132 Nassau Street, Suite 1220 New York, New York 10038

1.00 $<;ope of Report

The purpose ofth is Reportis to feasibility of three alternatives for the development ofa site located nt43.2 Eastl4Jh Street, New Y m:k, New York. The alternatives considered include: I) the As of'Right Development ("As ofRight Developmenf'); 2)the Typical As of R.igbtDevelop:meiJt ("Typical As of Right Oevelopment"); and J) the Proposed Development («Pro.PosedOevelopmerit''). The Proposed Development option requites approval ftomthe Board o:fStandards andAppe!ils.

The includes< detailed finanCial .schedules ¢ompare the ability of each development altemative to provide an return on the investment required to facilitate development. A surrunary of the economiC chatactedstics of the As of Right Development, Typical As. ofRight Development and Proposed Development ;:tltematives, including projected cash flows, and development costs, rnay be found on Schedules Aand B.

Recent; veriflablecompanible land W¢re reviewed to establishthe market in the vicinity of the subject property, A schedtde of this review may be ··

Re.tent; verifiable retail rents were reviewed to the potential space mafket in the vjci,nity ofthe A schedule ofthis review may be found as Scbedl:lle .p.

Recent; verifiable rentaJ <tpartrnents were reviewed to establish the potential market in the vicinity of tl:\e slibjeotproperty. A schedule of this re:View may be found· ::l:S Schedule E .

.Fi11ancial i$ th:e to provide the developer and investor with the retum .. of •. :anc!•a,.reasoiJable.return on capital invested, was analyzed for eacha]temative:usihg actual and estimated costs, for acquisition, harci @d so :fl. constniction costs and building operating expenses. These are de.tai.led i:ri subsequent sections ofthisReport. · ·

1 J 0 Desctiptitm of Property anc:l&oject Area

The subject property is anirregularly sha.ped, JotJoc;ated at 432 E.astl4rli Street (Block 441, Lots 21 and 32} with frontage on three streets: approximately feetoffro:ntage along East 13th Street, approximately 102.87 feet offrontage along Ea.St 141!\ Street 28,08 feetof frontage along A venue A The @e ha$ an cirea of approximately 25;950 sq, ft. Lot 32 (:219 Avenue A), is an air rights parcel and l1as 4.411 sq, :ft. oflotarea, Itis occupied by a t;niX,edresidentialand commercial building, with approximately 7,09:2 sq. tt of floor area(5,674 sq; .ft flow and J,4J 8 sq. ft. .ofcommercial :floor: area) anc.i ) 1 dwellJng units. Accordingly,it will contribute approximately 3;970 sq. ft. of floor area to the Proposed .. . Development. ·· · . .

Lot 23 is the portioiJ, of1:he. Site to be developed ,and is occupied by a t\vo-story comrpercjaJ building. It was constructed in 1953 to be ;:t 9ran¢h of.the United States Postal Service; it ren:J.<iin.ed a postoffice until its closure in 2014. Permits forthe demolition ofthe building were issued on ZOL$, .

Economic Ana'lysis Report 432 East 14th• street New York; New York April 29, 20J 6 Page2

The subject property is located in Manhattan Commun:izy Board #3. the East Village community is composed of a mix ofrental and condominium apartment buildings, along with.a variety of ground floo:r cotnmerGiaJ uses, and The hnmediate vicinity of the site is mixed resioei)tial and comrnercial. ·

1.20 Zonihg Regulations

The present zoning for the property is C 1"6A

The current base floor area ratio (FAR) permitted l;ly the Zoning Resolution for this district is 4.0. For residential1.tse., the ma>dmumdevelopable square footage permitted for this site is 4,Q x 23,539;5 sq. ft. (lot23 site area), w.hich yields an allowable floor area o£94,158 sq, ft.

Under the Prope>secl zoning :tl'oor area at 432 East l4t11 Street would be would be 143,6$8 sq.ft, including 2,550 sqJt. ofconveyec.l development :rights. Tbe proposed developn1ent requires approval by the Board of Standards and Appeals to. allow commercial 11se,

J JO P:roperty Ownership

Bast l4th sn-eetOwners LGC owns. the subject property.

The-proper(Y is assessed in the 2016/17 -tax year as follows:

Land

Target $9,1541350

Transitional $3,4IS,517

$9,154,350

$3.415,517

At a Class 4 tax rate of] Q.65(')%; taxes on th¢ property are estimated at $363,957iyea,r .as per the NYC ofFinance website. - --

The applicantjn this BSA. cas¢.Js. Ross Moskowitz; Esq. ofStroock & Stroock & Lavan LLP on beha}f ofEast 14th Street Owners LLC.

1 ,4Q Development Alternatives

The alternatives a@lyzed lncltlde the As .ofRight Development, TypicaLAs of .Right and Pi'()P'9sed. Development. ·

1.41 As

TI1e As of Right Development @te.mati:ve wo'!ild consist ofnew .construction of two buildings with an eight story re$t'9ential. building on East 13ib Street and an seven sto:r:ymix:eci residenJia l <l!lcl coinmercial building on East 14th Street with t\ll;l progrf!m: ·· ·

Economic AnalySis Report 432 East 14th- Street New York, New York April29,2016 'Page:J

The 13th- Street building would have eight .stories with .67 apruiments on .floors ground through eight With approxittlately 48,J 04 of.tentable area. The 14t1i Stteetbuildlng wotih.l have seven stories with S,531 sq.ft of retail on the gtound floor and .8,031 sq.ft. ofretall in the cellar. The se(lond floor through .severtth floors would have 4 ?apartments wi.th approximately 2S:, 168 sq.ft. ofteritable area.

The two buildings 1n total would have 28 studio apartments, 61 bedroom apartinents and 25 two be.droom apartments for a to.ta:l unit count of 114. The average apartment slze would be 669 sqJl. Thetot<il gross built area ofthis. altemative would be 112,026 sq. ft. ;nor inclUding the ceilar. The toning floor area for this development would be 96;344 sq .. ft. The F .A.R. forthe As of Right Development would be 4;09.

Ofthe total 114 apartments,.20%, or23 apartments, will be designatedas ''Affordable Apartment'' .. Of the 23 AffQrdal:Jle Apartments, there would be 6. studio apartnwnts, 12 one bednYorus 11ndS two bedroom units, available. The 23 Apartments wiJJ be utilizing the. 421 a: Program and the rent for the Affordable Apartments wiJl.be rented at 60% of the NewYm•k City esta:blishedArea Median .Income('' AMP') tents.

The 42la program provides a 20 .. yeartaxprogta.Jh, Years 1-1.2 Would have 100% exemptiQn; years wqtild have 80%. exemption; years 15-16 would have 60% ei(:emption.; years 17 .. 18 would have 40o/oj and years would have .20% eXempti€in;

This deve]QPI11enlprogram is refetted to as the 'lAs ofRJght Peve)oprner:tt" ,,

1.42 Typical As Development.

The Typical As of Right DeveJ opm,ent a.Itemative wouJd. consist ofn.ew construction of two buildings with a11 eigbt story residentiaJ building .on East 13th Street and lP1 seveo story tnixed resicie)ltial and commercial building on East 14th Street with t:he foUmving program:

'The J 3tli Street wo&M. have eight stories. with ·67 apartments on floors groond eigh.t with 48,104 of rentable area, The 14\h Street htJilding woUld have seven s.t(iries with 8.531 sq.ft. of retail on the ground tl9orand .8,037 sqJt. ofretail.in Tlw: sec.ond floortbrough seven.tb floors would have. 47 apartments with apprq:xirnately 28,168 sqJt. ofrentable area. · · ·

The nvo bu:iJclings in total wo.uld have 28 studio apartments., 6J one,.b¢9foom apartments and 25 two bedroom apartments for a total unit count of ll4, The average·apartment size would be 669 sq .ft the total gross bu:ilt oftbis alternative would. be 112,026 sq. ft. not inclu:ding. tM cellar. The zoning floor area Jotthls development would be96,344 sq. ft .. Tlie F .A.R .. for the Typical As ofRigbtDevelopment would ·

Of the Wtal 114 20%, or23 apartments, will ·be as "'Affordable Apartment''; Ofthe 23 Affordabll! APartrJ:lents, there wo'Uld be 6 studio apartments, 12 one bedrooms and 5two bedroom units available. The. 23 Affordable will be ?tilizing the

EconomicAnalysis Repqtt 432 East 141!\ Stteet New York, New York April29,2016 Page4

42Ja Ptograin ancf the rent for the Affordable Apartm.entswill be rented at 60% .of the New Yo.rk City established Area Median Income ("AMJ;!) rerits.

This development program is to as the •itypical As ofRjghtDevelopment".

1.43 Proposed Development

Proposed Developrrterit altetrtat!ve would consist ofnew construction oftwo buildings with an eight story residential building .on East 13ih Street artd a twelve story mixed residentialand commerdal bnildi.og on East l4i!l Street with the foJ1owing program:

The 13th Street building would bave eight stories with 67apartrnents ori floors groundthrougb eight with approximately 48,104 of rentable area. The 14111 Street building. would have twelve $tories with sqJt. of retail on the ground floor lit1d &,037 of retail in the cellar; The second floor through twelfth flq·ors would ha,ve 88: apartments with approximately 52,4 77 sq.ft, of rentable area; ·

The two buildings in total would have43 . studio apartments! 82 one-be.droom apartments anl:! 30 two bedroom apa.rtnients for a totalunitcount of155. The average l:\.partment siz;e, would be 667 sq.ft. The total gross built area oftllis alter.QatiVeW(Jli:l<i be 142,696 sq. ft. not including the cellar. The zoning :floQJ:: for this development would be l3J,350 sq. fL The F:A.R, for the Proposed Development would be 5.06. ·

Of the apartments, 20%. or 31 apartments, wlll be ·designated as ••Atiordal:'>le Aparttilenf'. Oftbe 31 Affordable be 9 .stttdio apartments, 16-one bedrooms and 6 two bedroom l1nits available. The 23 AffotdableApait.rnents wi.B be utilizing the 421 a· Program and the rentforthe-Affordable Apartments wlll be rented at 60% ofthe New York City established Area Median Income (''AMl'')Te:nts.

Tpe 42lapr9gnun provides a 20-year tax program. Years l-12 wol,lld 100% exemption; years l3-l4 WOUld have, SO% exemption; ye_ars ] 5.,;l(j \V.(Hl{d have 60% eXefnpffon; years )7 -18 would have 40%; aQdyears 19 .. 2.() would baye .ZO% exemption.

This de:vefopment pmgramwould req1,1ire a Ylirral:'!c:wfromthe Board ofStandards and Appeals and is referred to. as. the "Proposed J)eveloptnent'\

Z.lO Value ofthe Vacant Land

The prope.rty at 4 32 East 141h Streef contains approxitn;.neiy 43,$395 sqd't. of land atea plus 2,550 of conveyed devel9Prnentdghts flo.or aiea from 2J9 Avenue A.

ln. order to estimate the value ofthe land under coJ}siderat.ion, recel)t :sales prices for comparable vacant properties in similar :zones :an.d in: geographic pr.oximity wJthin Manhatf:at1

Economic Analysis Repmi 432 East l41h Street New York, New York April29, 2016 Page 5

were reviewed. Five appropriate sales were identified. A site visit to each prope1ty was made and location, condition and sales price data were compared. A schedule of the comparable sales is attached as Schedule D.

When adjusted for comparability, vacant land sales ranged from $337/sq.ft. of floor area to $703/sq.ft. with an average of$477/sq.ft. For purposes of this analysis, a value of$475/sq.ft, or the average was used. The site area is approximately 23,539.5 sq.ft. with a potential zoning floor area of64J58 sq.ft. plus 2,550 sq.ft. ofthe conveyed air rights from 219 Avenue A. The total allowable zoning floor area is 96,708 sq.ft .. Therefore, the land value of 432 East 14tl' Street is estimated at $45,936,300.

3.00 Economic Assumptions

An economic analysis of the three development alternatives was undertaken. As part of this analysis, a review of comparable recent retail and apartment rentals was perfonned. Schedule A of this Report identifies and compares the ability of each altemative to provide acceptable income to justify the capital investments required.

3.10 Development Cost Assumptions

Development Costs consist of Acquisition Costs, as described in Section 2.00, above; Hard Construction Costs for specific improvements; and Soft Costs including construction loan interest, professional and other fees, property and other taxes and miscellaneous development related expenses incurred during the construction period .

Development related soft costs for the alternatives were estimated based on typical expenses incuned for similar types of development.

The architectural finn, SLCE Architects has provided plans for each development alternative and construction cost estimates have been provided by Noble Construction Group, LLC. The construction cost estimates are attached as Exhibit "A" to this Report.

The estimated hard constmction cost for the As of Right Development is $44,524,784. The work includes residential core and shell, electrical, mechanical and elevator systems as well as residential lobbies. Apartment interiors include kitchen appliances, bathrooms and high end finishes. The estimated hard construction cost for the As of Right Development includes premium costs.

The estimated hard construction cost for the Typical As of Right Development is $37,604,143 . The work includes residential core and shell, electrical, mechanical and elevator systems as well as residential lobbies. Apartment interiors include kitchen appliances, bathrooms and high end finishes. The estimated hard construction cost for the Typical As of Right Development has no premium costs.

Economic Analysis Report 432 East 14th Street New York, New York April29, 2016 Page6

TI1e estimated hard construction cost for the Proposed Development is $56, 198,924. The work includes residential core and shell, electrical, mechanical and elevator systems as well as residential lobbies. Apartment interiors include kitchen appliances, bathrooms and high end finishes. The estimated hard construction cost for the Proposed Development includes premium costs.

Based on our review, the cost estimates provided by Noble Construction Group, LLC can be considered within the reasonable range for comparable construction and finishes for this type of project, taking into account the cost premiums resulting from the property ' s unique physical conditions.

3.20 Financing Assumptions

Typically, construction loan interest rates are indexed to the Prime Rate, at a variable index related to the type of project and its inherent risks. As of the Report's date, the Prime Rate was an unusually low 3.25%, which cannot be reasonably assumed to remain in effect during the development's projected timeframe. Therefore, 5.00% was used as the construction loan rate for the analysis.

Long-term mortgage financing rates are incorporated in the detennination of the capitalization rate referenced in section 4.30 of this report. No further consideration oflong-tenn mortgage financing rates is assumed.

3.30 Real Estate Tax Assumptions

Current taxes were assumed as a base for the construction periods for each alternative.

Current taxes, for the assumed construction period, are included as a development cost.

This analysis assumes that both the As of Right, Typical As of right Development and the Proposed Development alternative would be eligible for the City's 421-a tax abatement program. For eligible projects in this location the 421-a program provides for an exemption from improvement related tax assessment for a 20-year period, following the construction peliod. The program provides a 100% exemption from assessment for the first 12 years of operation; years 13-14 would have 80% exemption; years 15-16 would have 60% exemption; years 17-18 would have 40%; and years 19-20 would have 20% exemption.

The 421-a tax benefits provide additional value to the property during the exemption period. The additional value is determined by calculating the present value of the annual tax savings over the 20-year exemption period, as described in Schedule C of the Report.

3.40 Expense Assumptions

Operating characteristics for similar projects were reviewed. Expenses for the residential including maintenance, repairs, marketing, insurance, etc. are assumed to be $9,500/apartment per year, plus a management fee . It is assumed that the tenants will pay all other expenses.

Economic Analysis Report 432 East 14th Street New York, New York April29, 2016 Page?

Common Area: :Expenses for the grol.tnd floor commercial space js to be $2.50/sq.ft per year1 plus a management fee of 3.0%. ·

3.60 Retail Rents

Retail rents In tQe :East Village and suitouti.ding neighborhoods o:fManhattan were reviewed.

As h::lentified in ScheduleD, a(ljustedrents a:re1n the $131/sq. ft. to $i67/sg. fLrange for companibkretail space, wi.th an average ft. Fotpurposes ofthe analysis, $155/sq. ft., ot slightly below aVerage, has been used for grot)nd floor retail space and . has been used f'or ce11ar retail space. ·

3.70 Rental Apartments

Arevj·ew of apartments in the East-Vjllage and surrounding neighborhooGI of Manhattan were reviewed. Comparable apartments have been used, and appropriate adjustments made to account fortheirlocatiop, anci factors. In estimating the potential rental prices fo.r tlw d¢ve1Pptnent alternatives; adjustments to rental rates were)Jl<t;de for buildingJocation and location ofunit within the buil<:jjng, and leVel pffmish. .

Attached as Schedule£, are comparable .rec.ent apartm¢ntrents within the Bast Village market. Appropriate adJustments wet¢ 1na.<ie tothe comparable apartment rents to accountfor their location and pther pertinent factors .. 'The <:omparablesfor studip apartments range .frp.rn $3,700/monthto $3,895/month with apartments range from $5,030/mont]l: tO $5,}95/montrr With an a:\letage the fof tWO bet!roorn.apartments range ftom to $7, 760/month with an a.verage pf$7, 063.

The rent for t11e 20% ofunits that will be made affordable is determined by New York City HPD. The chart is provided in Exhibit C. Tt was assumed that each 1.1nit wm pay for their own electricity, Based on the liPD s(ihedule, tM monthly fot an aff6:rdable studio apartment was assumed to bti $907; a one bedroom the monthly rent would he $972; Pnit would be $l,J6S/mon:th. ·

Pricing .for ea<:;h ut'iit in the deveJopmentaltematives was. estimated bastid .on the rentals contained in Schedule E. the att<teh¢d B2 and E3 identify

these estimated rental pric::es,

4.00 Consideration

4.l0 Property Acquisition

.Based on .our mad<.etreview, the estimated price is within the observeq range, taking into

.account the speciat features and e<:>n.ditiQns r¢gllcrdirtg the subject property as noted in Section

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 8

2.1 0. Economic feasibility issues regarding the project are not, therefore, a result of the estimated value oftbe property.

4.20 Unique Site Conditions

The w1ique physical site conditions of the site have a significant impact on the economic feasibility of conforming use for several reasons.

Construction Cost Premiums

As documented in the comparative evaluation of a Typical As of Right Development and the As of Right Development, prepared by Noble Construction Group, LLC and included in Exhibit A of this Report, approximately $6,921,000 in premium construction costs result from the site's unique physical conditions. These costs result from unique subsurface conditions including a stream running underneath the site, high groundwater and the soil has significantly less bearing capacity than would be expected in this area of Manhattan.

Soft Cost Premiums

Soft costs related to the unique physical conditions set forth above are estimated at $1 ,922,000 more than those that would be incurred for a property unencumbered by these conditions.

Total Cost Premiums

The total cost premiums resulting from the unique site conditions set forth above are estimated at $8,843,000.

Potential Income Penalties

Were the development alternatives not provide a full-height cellar with the substandard soil at the site, there would be a reduction in income. Under the current market conditions, a full-height cellar is essential in attracting a major commercial tenant. Were a full-height cellar not be provided, there would be insufficient income to overcome the costs.

4.30 Feasibility Analysis

We have used the capitalization of income method to determine the development alternatives value and feasibility. l11is method capitalizes the net operating income, which is the sum of all rents less commission and expenses. For purposes of our analyses, capitalization rates are based on a survey of lenders and investors taken by RealtyRates.com in the 4rh quarter of2015, which includes both lender and investor expectations, attached as Exhibit C. The Lower East Side can be considered a strong residential market area for residential rental projects. Therefore, for purposes of the development alternatives contained in this Report, a capitalization rate of 5.50% has been used for residential and 6.00% for the retail has been utilized for the development altematives. This is at the low end of the range of cap rates identified by Realty Rates for these types ofprojects.

Econ¢n1ic Ana:lysis Report 432 East 141h Street New York. New York; April29, .2016 Page9

Tbe feasibility of the development is detennined by comparing the Vahie created by capitalizing the net operatingjnconw withth¢ cost of development1 ir1c lud i11g land acquisition, holding and preparation costs, hard ·co11sttuction cost atld development related soft costs, When the caphalized value is approximately equal to the total opment costthenthe pi·oject is fea8ible. When the ;capitalized vahJe is significantly Jess than the total development cost, his not a feasible pr(}jecL ·

A projectvalue which is equal to or not significantly n'iore or less than the total development cost would meet the tninimum acceptable return .on .invest:mentge:nera:lty acceptable as the minimum Variance standard of the. Board of Standards aud Appeals.

4;40 As ofRight Development

Using the capitalization ofincome method, as shown in the attached Sche(juleA, capitalized value detennined by the analysis for the ofRight Pevelopmentis $87,$321000. As· described in Section 3..30 ofthj$ R¢port, the 421-a Tax Abatement .Program gertetates additional e$timated valtte 1,000. Th.e. total estimated value determined by the <malysts j$ $$15,883,000,

As shown in the attached the total development cost, including estimated property value, hard construction costs and soft costs, for the As ofRigbt l)evelopment is estiinatedJo be $104,733,000. .

As shown in.the attached ScheduleA, the difference betweeo the valqe of th.e .capitalized rtet operating, income plus tl1e presettt val@ of the 4 2H:l Tax Benefits pIUs the sale ofthe inclqsion·a:ry :development right of$95,883,000 and ·the development cost of$104·, 733,000 is ($8!850;000};

The As ofRight.Development contains significantly less valuetha:o the t9tal development cost.

4.50 Typical As qfJ{igbtDeveJopmertt

Using the capitalizat1on of income a_s intbe <tttached. Sched1.ile A; the capitalized value detennined by th(;l for the As ofRigllt Development Is $87,832,000. As described in. S.ection 3JO oftbis the 421-a Tax Abateme11t Program <li.iditionalestimated value .of 1 ,000. The total estimated V(lJue oetermi!!ed by the aHalysis is; $95,883,000 ..

As shoW!1 in the attached Schedule A, the total developroent cost, iQCluding .esti.matedproperty value, hard construction costs and so.ft ¢:0sts, J;or the Typical As of Rightbevefopment is estimated to be $95,883,000.

As shown in the af!:ached A, the difference .between the value ofthe capitaiized nei .operating income plus the present value .of the 42.1-aTax Benefits of $95,883,000 ;mq the deVelopihentc.ost.of$95,890;000. is {$7,000) .. . .

Economic Analysis Report 43'2 EaSt l41h Street New York, New York April29; 2016 )?age 10

The Typical As of Right Development contains significarttly Jess vaiue than the total development cost. ·· ··

4.60 Proposed DeveloptiJeilt

Using the capitalization bf jpi)Ome metbod, as shown in the attached Schedule A, the ca;pitalized value determined by the analysis for the Proposed DevelopmenLis Asdes.cl'ibed in Section 3.30 ofthis Report, the 421-a Tax Abatement Program generates additional estiinated value of$12,173,000. Thetota:l estimated value deterntined bytbe analysis is $120,065,000

A$ shown ill the. attached Schedule A, th'e tot1!I development cost, including estimated. property value, hard consttuctlon. costs and soft costs, for tbe Proposed .Development is esthnated to be $ll9,()9l,OOO,

As. shown in the a;tmched Schedule A, the difference between the value .of tl:te capita.lizeo net operating income plus the present value.ofthe.421-a and the development cost of.$119,691.;000 is $374;000,

The Proposed Development contains moreva!ue than total development c.ost and would he considered feasible.

5.00 Conclusion

Using the capitalization of income> 421-aTaxBenefits the Proposed Development contains slightly more value than the tot(ll development cost. Although this slightly positive value is at the thre:;lwlG:l of economic feasibility. taking into account the current 4westment in the ptopetty the lack ofaltemative development opportu1:1itie$, the Proposed Development would meet the. minimum return on investment criteria of the Board of Standards. and Appeals.

Tixe As. of'RightDevelopment contains significantly less value th(ll:i development cost and would notbe considered:feasible, ··

6.00 Professional Qualifi¢atio:n,s

A statement of my professional qualifications is aj;tache:d. notelha:t.l am independent ·of the subject property's pwner andhaye no Jegal or financial interest1n the subJect property.

ECONOMIC ANALYSIS 432 EAST 14TH STREET NEW YORK, NY APRIL 29, 2016 PAGE 11

SCHEDULE A: DEVELOPMENT ANALYSIS

BUILDING AREA (SQ. FT.) ---------- --- ----------RENT ABLE RESIDENTIAL AREA RETAIL - GROUND FLOOR RET AIL - CELLAR

TOTAL AREA

CAPITAL INVESTMENT SUMMARY ---------------------LAND PURCHASE COST HOLDING & PREP. COSTS BASE CONSTRUCTION COSTS SOFT CONSTRUCTION COSTS

ASOF RIGHT RESIDENTIAL DEVELOPMENT - ------------------

76.272 8,531 8,037

-----------112,026

$45,936,000 $0

$44,525,000 $14,272,000

-----------$104,733,000

TYPICAL PROPOSED ASOF RIGHT RESIDENTIAL DEVELOPMENT DEVELOPMENT ----------------- --------------------

76,272 100,581 8 ,531 8,531 8 ,037 8,037

------------- ---------------112,026 142.696

$45,936 ,000 $45,936,000 $0 $0

$37,604 ,000 $56,199,000 $12,350,000 $17,556,000

------------ ----------------$95,890,000 $119,691 ,000

===================================================================================================================== PROJECT VALUE

RESIDENTIAL INCOME RETAIL INCOME

GROSS INCOME (less)VACANCY (@ 21511 0%)

EFFECTIVE INCOME

(less)M&O EXPENSES (less)WATER & SEWER (less)R.E. TAXES

NET OPERATING INCOME

CAPITALIZED VALUE OF NOI@

FEASIBILITY ANALYSIS

PROJECT VALUE @ CAP RATE = VALUE OF 421a TAX BENEFITS PROJECT DEVELOPMENT COST

5.50%/6.00%

5.50%/6.00%

PROJECT VALUE (less) PROJECT DEVELOPMENT COST

NOTE : ALL $ FIGURES ROUNDED TO NEAREST THOUSAND

$6,095,000 $1 ,845,000

--------------$7,940,000 ($214,000)

----------$7,726,000

($1 ,363,000) ($57,000)

($1,348,000) ---------

$4,958,000

$87,832,000

$87,832,000 $8,051,000

$104,733,000

($8,850,000)

$6,095.000 $1 ,845,000

--------------$7,940.000 ($214.000)

------------ ---$7,726.000

($1 ,363. 000) ($57, 000)

($1 ,348,000) ------------

$4,958, 000

$87,832,000

$87,832.000 $8,051. 000

$95,890, 000

($7,000)

$8,089,000 $1,845,000

--------------$9,934,000

($254,000) ------- --

$9,680,000

($1,792,000) ($78,000)

($1 ,747,000) ------------

$6,063,000

$107,892,000

$107.892,000 $12,173,000

$119,691,000

$374,000

ECONOMIC ANALYSIS 432 EAST 14TH STREET NEW YORK, NY APRIL 29, 2016 PAGE 12

SCHEDULE B : DEVELOPMENT COSTS =====================================================================================================================

DEVELOPMENT COST SUMMARY

LAND PURCHASE COST BASE CONSTRUCTION COSTS EST.SOFT COSTS

EST. TOTAL DEV.COSTS

AS OF RIGHT DEVELOPMENT

$45,936,000 $44,525,000 $14,272,000 ------

$104.733,000

TYPICAL AS OF RIGHT PROPOSED DEVELOPMENT DEVELOPMENT ---------------- ----------------

$45,936.000 $45,936,000 $37,604,000 $56,199,000 $12,350,000 $17,556,000 ----- -------

$95,890.000 $119,691,000 ===================================================================================================================== ACQUISITION COSTS :

Land Purchase Price

TOTAL LAND VALUE

HOLDING & PREP. COSTS:

BASE CONSTRUCTION COSTS : EST.CONST.LOAN AMOUNT : EST.CONST.PERIOD(MOS) :

EST. SOFT COSTS : Builder's Fee/Developer's Profit Archit.& Engin. Fees Bank lnspect.Engin. Construction Management Inspections, Borings & Surveys

Laboratory Fees Soil lnves1igation Preliminary Surveys Ongoing Surveys Environmental Surveys/Reports Controlled Inspection Fees

Legal Fees Dev.Legal Fees Con.Lender Legal End Loan Legal

Permits & Approvals D.O.B. Fees Other

Accounting Fees Appraisal Fees 421-a Tax Exemption Fee Marketing/Pre-Opening Expenses

Rental Commissions Financing and Other Charges

Con.Loan Int. @Loan Rate= Rent-up Loan Int. @ Loan Rate = Con.Lender Fees End Loan Fee Cons1ruction Real Estate Tax Rent-up Real Estate Tax Title Insurance Mtge.Rec.Tax Construction Insurance Water and Sewer Other

TOTAL EST.SOFT COSTS

1.50%

2.50%

LS LS LS LS LS LS

25.53.%

0.40%

25.00%

5.00% 5.00% 1.00% 1.00%

0.33% 2.75% 1.00%

NOTE : ALL$ FIGURES ROUNDED TO NEAREST THOUSAND

$45,936,000 --------

$45,936,000

$0

$44.525,000 $44,098,000

22

$1,571 ,000 $2,672,000

$7,000 $1,113,000

$5,000 $10.000

$5,000 $10,000

$2,000 $75,000

$15,000 $66,000 $40,000

$29,000 $10,000

$5,000 $8,000

$419,000

$461.000

$2,021,000 $1 ,190,000

$441 ,000 $793,000 $667,000 $182,000 $346,000

$1,213,000 $891,000

$5,000 $0

--------$14,272,000

$45,936 .000 $45.936,000 ------ --------

$45,936,000 $45,936,000

$0 $0

$37,604,000 $56,199,000 $37,466,000 $55,316,000

18 24

$1,438,000 $1 ,795,000 $2,256,000 $3,372,000

$7,000 $7,000 $940,000 $1,405,000

$5 ,000 $5,000 $10,000 $10,000 $5,000 $5,000

$10.000 $10,000 $2,000 $2.000

$75,000 $75,000

$15,000 $40,000 $56,000 $83,000 $40,000 $49,000

$29,000 $36,000 $10,000 $10.000 $5 ,000 $5,000 $8.000 $8,000

$384 ,000 $479,000

$461,000 $461 ,000

$1,405,000 $2,766.000 $1,190,000 $1,455,000

$375,000 $553,000 $793 ,000 $970,000 $546.000 $728,000 $182,000 $182,000 $316,000 $395,000

$1,030,000 $1,521,000 $752,000 $1,124,000

$5 ,000 $5,000 $0 $0

-------- --------$12,350.000 $17,556,000

ECONOMIC ANALYSIS 432 EAST 14TH ST'REET NEW YORK, NY APRIL29, 2016 PAGE13

SCHE'DULE C1 : 421a TAX SAVINGS- AS OF RJG.HTUSE

E$TIMATI:OAS8ESSEDVALUE .: PRESENTA$$E$SED'VAlUE : INCREASEiN AV; . .... . .. TAX RATE : DISCOUNT: RATE :

$9;462,000. $3.415,517. $6,046.4$3.

12,!!(13%

YEAR tAX SAVINGS($) DlsC.FAGTOR PRESENT VALUE

i 2 . 3 4 5' 6 7 8 9

iO tf 12 13 14 t5 16. 17 18. 19 20

TJl.TAX: SiWINGS

.. --.. -....------ ·------------

,$778;968. $77'8,968. $1.7$;968. $718,968. $na,9ea.

$778,968 .. $77'8,968. $1713J)68, $7713,968. $778,968. $778;966. $623 .175. $$24.115. $373;905. $373,905: $149,562•. $149.562.

$2!1.912.

$1 t.7o0,72!L ====·=-===.=·

Q;!l$2381 0;907029 0 ;863838 0.822702 0:783526 Q.746215 0.710681 0 .. 676839 0 ... 644609 O.il139J3

0.556837 0.530321 0.505068 o.4a1Q17 OA5.8H2 0.43.6297 0.4.1552:1 0.395734 omsaa9

P.V:TAX.sAV.

'$741 .875: $706,547, $672,902 .

.$610,342. $58f.271l. $55M9!h $527;236.

$47,S.,21li. $455.-447. $433,759, $330;4$3.

$179;855.

$65;g53. $.62;146. $11 ;837. $11.',274.

:$8,051,(}77.

ECONOMIC ANALYSIS 43.2 EAST I4Tl-fSTREET NEW YORK; J\'Y APRIL 29; 2016 PAGE 14.

SCHEDULE C2.; 421a TAX ··TYPICAL AS Ol= RIGHT USE

ALTERNATIYE< . EStiMATED A$SES$ED YALUt:: : PRESENT .ASSESSED VALUE : INC.REASE.IN AV. TAXAATE :· DISCOliNT RATE :

RESIDEN1"1AL $9.462,000 . $3,41£1:517. $!3,046.483.

12.883% 5.00%

YEAR TAX SAVINGS($) DISC :FACTOR PRESENT VALUE.

1' 2 3 4 5 6 7 8· 9

10 H 1.2

14 15 te 17 18 19 20.

TIL. 'tAX SAVINGS

·-----·--:-f -.. .$7.78,968. $778,968. $778.968, $7.7(1;968. $778;968. $178,968. $778,9e8. $718,968 . $778 ,968, $77.8.,968. $/'78;968. $718.968. $tl23.175 .. .$623,17.5. $373,905. $373,905. $149.562. $'149,!5,62,

$29,S12.

0.952381' 6,907029 b-8.63838 0.822702 0.783526 o.746215 0.710681 0;676839. 0.644!)09

0.58467.9 0;556837 0.530321

0;481017 o:4581ti 0.436297 Mt5521 0;395734 0.376889.

P.V.TAXSAV.

$741,87/1. $706;547. $672;9112. $640,859. $61'0,342. $581,278. $553.598. $.527,23£ .. $5()2,13.0. $418,219, $455A47, >$433.,159. $330;483. $314.746. $ 179.855. $171,290.· $65,253c $62,146. $11,837, $11.,274.

$8;051,077.. ·;;:.====-====

ECO'NOMlC ANAL Y$fS. 431 EAST 14TH STREET NEWYORK,l'<I'Y APRIL 29, 2016 PA.GE.15

SC}jEDULECJ·:421a TAX SAVINGS · PR:OPOSED WSE __ =;=====-;:·

ALTERNATIVE: ESTIMATt=P A$SESSEDVALUE : PRESENT ASSESSEDVALUE : INCREASE iN A.v; . .. TAX RATE: DISCOUNT RATE :.

Ri:SIDENTiAL $t 2.551i ;ooo. $.3,:415,517.

12:883% S:b:b%

YEA.R TAXSAVINGS($) PISC:FACTOR PRESENTVALUE

1 z. 3. 4 5 6 1 a .9

10 n. 12 13 14 15 1£. 17 18. '19. 20

TII,,JAX SAVINGS

$1 ; 177,826. $.1 J.77,826 .. $1.177.826, ·$1,171;826. $1,177,82f). $1.177)126. st.1.n ;626. :$1 .• 177:82'$. $1 ,f77 .!32!>, $1,177,82!). $1 ,177;826. $1.17 7.826.

$.94.2.261 . $942;261. $565,357. $565,357. .$226., 143. $226;143.,

$4!! ,229, $45,229.

$17,691.890. -==:::=.;:::;:::;::;_=

0:952381 0.907029 0.863838 MZ2702 0.78352f! 0.746215 O.itOM1 0.676839 0,644609 0.613913 o:ss4s79 0 .. 556837 0 .. 530321 Q.5Q50()8 0.481017 OASB112 0.436297 OA1S521 0.395734 0;376889

PV TAKSAV.

$1,12P39. $1,066,323. n ;on ,4so.

$969.000 .. $942,{!1){!. $87.8,912. $837,0.59. $.797,199. $759.:437,

$688;651 . $655,S58. $499.,701. $47$;906. $??1 ;946, $258;996.

$98.,665. $9:3;967. $17;89lt $17 ,046.

$12,173,495. -------------------

J .. &. Freeman Associaies. Qat<; : April Z9. 2.01 ll

:A)5l3asi .Block ;441 Lof23

L.atid Ar,. t 25;539 :Zone : C1 Page '16

ScheduleD; l:;QtnJlarabie'VacantLaodSales TOTAL. Or COMPOS ADJ()STED

SALE LOCA !JON ZONE DATE 'PRICE. ·FLDO]S ARJ?A ELOORARM LOCAJfON SIZE .ZONJN(J: ,FACTOR I'RJCE!S.F.

I, .5.4.3 2ndAv.enue :cL"8A •$MOO,Q()O U,5lU $431 ).10 () •95 j .JO· 1:00 r.oo 1.15 $496 Nt;y;· York; NY :B)k'9tl Lot29

2: -14) Lu(!Jowlltreet C4'4A 5/21/101} $5,750;000 3,266 13;064 :$440 't.JO 0.95 1.10 1.00 1.00 l.l5 $SQ6 New York,' NY :aik:4i'l Ltit25

3. 150 Westl4tb C6,2A t i29i20l5 :S6.1SO,QOO 7.,5.75 15;502 '$435 l.OO 090 Jj() i.OO '1.00 0.99 $43f Ne,;.;Ynrk,.NY Blk'609 Lot 13

·4. 26 twenueB CI-5/lUA j/612015 ,sJ,9so;ooo :i,934 7,1j6 :$51( 1.00 1.00· ].to 1.()0 r,oo r.to 5>562' New.YPrk.NY 13lk398 Lot34

5 . . 75 C2•5IR7A '9111201.5 $1.2;900,000 2,400 31,230 $4!3 too 0.90 L10 1.00 0.95. 0-94 $388 New-York, NY Blk.'446. Lot 3Z

Average $4.17

Subject F..ast 13th:s,re¢t

. 25;539' 76;617 $475 l-00 l.OO 1.00 '1.0(> LOO lOP $475

NewYork,NY

Economic Analysis Report 432 East 14111 Street New York, New York April29, 2016 Page 17

ScheduleD: Comparable Vacant Land Sales

Economic Analysis Report 432 East 141h Street New York, New York April 29,2016 Page 18

ScheduleD: Comparable Vacant Land Sales

l. 543 2nd Avenue

This is a 1,540 sq.ft. vacant lot located in a C 1-8A zoning district. Located in the Kips Bay neighborhood ofManhattan, the lot is located at the northwest corner of East 30th Street and 2nd Avenue, and is approximately 1 mile away from the subject property. A + 10% adjustment was made for time and a -5% adjustment was made for the superior location. An additional + 10% adjustment was made for its small size. No adjustments were made for zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York Apri129, 2016 Page 19

ScheduleD: Comparable Vacant Land Sales

2. 145 Ludlow Street

This is a 3,266 sq.ft. vacant lot located in a C4-4A zoning district. L ocated on the Lower East Side neighborhood ofManhattan, the Jot is located between Stanton and Rivington Streets, and is approximately 1 mile away from the subject property. A + 10% adjustment was made for time and a -5% adjustment was made for the superior location. An additional + 10% adjustment was made for its small size. No adjust ments were made for zoning or other factors. f0,._ >r ••

K . ..,.....__ r ' r;-- .

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 20

ScheduleD: Comparable Vacant Land Sales

3. 150 West 14th Street

This is a 2,575 sq.ft. vacant lot located in a C6-2A zoning district. Located in the Greenwich Village neighborhood of Manhattan, the Jot is located between 6th and 7th Avenues, and is approximately 1 mile away from the subject property. A -10% adjustment was made for the superior location. An additional+ 10% adjustment was made for its small size. No adjustments were made for time, zoning or other factors.

Economic Analysis Report 4 3 2 East 14th Street New York, New York April29, 2016 Page21

ScheduleD: Comparable Vacant Land Sales

4. 26 Avenue B

This is a 1,934 sq.ft. vacant lot located in a Cl-5/R?A zoning distrjct. Located in the East Village neighborhood of Manhattan, the Jot is located between East 2nd and East 3rd

Streets, and is approximately 0.7 of a mile away from the subject property. A+ 10% adjustment was made for its small size. No adjustments were made for time, location, zoning or other factors.

Economic Analysis Report 432 East 14th Street New York, New York April29, 2016 Page 22

ScheduleD: Comparable Vacant Land Sales

5. 75FirstAvenue

This is a 2,400 sq.ft. vacant lot located in a C2-5/R7A zoning district. Located in the East Village neighborhood of Manhattan, the lot is located between East 4th and East 51h

Streets, and is approximately 0.6 of a mile away from the subject property. A -10% adjustment was made for the superior location and a + 10% adjustment was made for its smaJI size. No adjustments were made for time, zoning or other factors.

'J,S. :Freeman nate :April29; 2016 :r roperty E'<l:St 13th ;Street 'Blo.ck : 441 Lot2.q. Total Land Area :'25,.539 sq.ft ,Zone :CHiA Page23

Schedule E: Compamble Retail Rents

l.

2.

3.

4.

5.

LOCATlQN

328 East l4th Street

'321 East J4 th Street New NY

331 East 14th Street New York;. NY

210 14th Street New York, NY

212 East i4th Street New York, NY

SubjecrPtopeny 435 Etist 13th Street NcwYork,NY

bAtE

Askmg

Asking

Asking

AskiN!:

Askliig

ANNIJAL RENT AREA

$204;!1:00 L2.QQ

$23J,OO(l 1,400

$l(f7,991f 742

$5$5,000 3,000

$525,000 3;000

RENT/ COMPOS ADJUSTED S%YL TIME

.-· ... - .- . LOCA110N $IZE ZONl'Nd OTHF.R FACTOR RENT/S,F:,

$170.00 LOQ {);% l.OO· too J,QO 0.95 $162

$165.00 LOO Q:95 l,OQ LOO l .OO 0.95 $157

$145.55 LOO 0;95 0.95 LQO 1.00 0,90 $til

$]85.1.)0 LOO 0,90 1.00 LOO l.OO o.9o $161

$17MO !.O.Q 0;90 i.OO J;oo 1.00 0.90 $158

Average · $155

. $l55Jl0 LDQ :too LOO 1.00 1.0.0 · t.oo $155

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 24

Schedule E: Comparable Retail Rents

· ... ·· . .. , €/ ·· tl' · ........ .

jr-2-12-E-ast-14-th_S_tr-ee-t 'j -.. /; //

;.:./ >·/ / ·.

.. ' · ... ......... .. ./ ... ... . ..

/ /' ·.: -. I ·· : . /l ·· . ;.tl ; !

· .. ... / / ··-.... ... J /

: ' -. .....

I ··. . , .. .. -. · ..

. ' I

'l ·• ·· .. '· j r-328- ''--Ei...,.ast:-l'!_th_St_r_eet_'l '::-:- 1331 East 14th Street · ... >'- j,' I - .._ ... . . .

!/ //

/ ' -.. 'Y . . ... / ..:. ·:::- ..

t ! .... ··.. . /.;,·· · ...... ::- / t

.... ....... ll

......

· ... J435 l .. / / ..... . / / ' · ...

. '.J/ /"I ' I //

/:' ' .... ..

· .. · ......... ..

· .. ........ ··

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 25

Schedule E: Comparable Retail Rents

1. 328 East 14th Street

This is a 1,200 sq.ft. retail space for rent in the East village neighborhood of Manhattan. Located between First and Second A venues, the retail store for rent is approximately one block away. A -5% location adjustment was made the superior location. No adjustments were made for time, size, zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York April 29,2016 Page 26

Schedule E: Comparable Retail Rents

2. 321 East l41h Street

This is a 1,400 sq.ft. retail space for rent in the East village neighborhood of Manhattan. Located between First and Second Avenues, the retail store for rent is approximately one block away. A -5% location adjustment was made the superior location. No adjustments were made for time, size, zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 27

Schedule E: Comparable RetaH Rents

3. 331 East 14th Street

This is a 742 sq.ft. retail space for rent in the East village neighborhood of Manhattan. Located between First and Second Avenues, tbe retail store for rent is approximately one block away. A -5% location adjustment was made the superior location and a -5% size adjustment was made for the small size. No adjustments were made for time, zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York Apri129, 2016 Page 28

Schedule E: Comparable Reta il Rents

4. 210 East l41h Street

This is a 3,000 sq.ft. retail space for rent in the East village neighborhood of Manhattan. Located between Second and Third Avenues, the retail store for rent is approximately two blocks away. A -10% location adjustment was made the superior location. No adjustments were made for time, size, zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 29

Schedu Je E: Comparable Retail Rents

5. 212 East 14th Street

This is a 3,000 sq.ft. retail space for rent in the East village neighborhood of Manhattan. Located between Second and Third A venues, the retail store for rent is approximately two blocks away. A -10% location adjustment was made the superior location. No adjustments were made for time, size, zoning or other factors.

rs. Freeman Associates ':Apnt29, 2016

;Property : 435.Ea$t !31h Block T<iJ>iiJ;and A tel\ : 25,S39 sq.ft Zone : CHili l>a(le3(i · . ..

:Schedule F: Comparable R.esidcntii!LR.eilts

RENTA;L L()QATlON

l, H Easrlst Street NewYork'NY

2 :i38East NewY<!ri<.NY

3 l ViiiottSqu.arcSouth#5236

4, t\ Ea$! Sl)'eedrAiJ?t New York, NY

s. ).38 Ba$t l'Zii1 Street#5l-I New York NY

6. ;;tz}3ast lst $ti:'e¢i'#21s NewYoik,NY

7, 21J East 13th #SC NeWYotlc,NY

11 East rst.Street#B8.J :New York, NY

9, IJ r,asdst Street#B91 N"-'" Yorh, NY

$\ll{jc{;t \>ioptiity

DATE

Asking

Asking

Asktng

Asking

Asking

Ai;kin.e

.ASking

ASking

ANNUAL .MONTHLY UNJT RENT RgNt TYPE

$44,400 $3/700 St\l.diQ

$46;740 Studio

$5;!,56() s4.3SO swtlio

$64,440 $5,37o (Bdll Ba

S64,74fr

$60;360 $5,030 lBd/IB;a

$8o;4ou $7;200 '2.Bdi2Ba

$9.3;120. $7;760 213'd/213a;

:$83,400 :$6,9'50 28d!2Ba

COMPOS AJ)JUSTI:\U TH'Iffi LOCATION SIZE ZONING dTHER FACTOR )\10NTHLY RENT

LOO 1.00 l.llO· LOO i,.()O LOO $3,700

1:0.0 !..0:0 too 1.00 1.00 r.oo $3,895

LOO 0 .. 85 LOO IJJO too 0.85 $,3,723:

·Studio Avemge $3,773

LQO 1..00 tOO '1.00 1.00 Loo ss,S7o

1.00 LOO 1.00 LOO LOO too $$;3Q5

'l.QO (.oo LOO t.oo 1..00 1.00.

One Bed.rqom,

1,00 0,90 t .OO :1.09 L()O 0.90. $6,480

LOO JQQ LQO LOP tOO LOO- $7,760

J.OQ Lb.b LOO 1.'00 1.00. LOO. $6;950

'rwo Be\lroom Averag<:

LOO t OO LOO ).{}fr LOO I.}JO · ;eeSchedu.le:f J ;lild F.;

i=CON(JMI.C ANALYSts 432 EAST 14TH STREET NEWY ORK. NY APRIL 29, .2016

Sc)ledule f1 : As of RighunqJypieill Deiieicipmen1

Qn!J. Mont!Ji'vPrice Ailhuatf'Nce

A 93.3 2bd $ 1,ti;iS:oo · $ 13,98{lc00 8' 494 Obd $ 907;(i0 $ 1o,ss4:oo

$ a.sz5:<Jo $ .4;l;$0Q,(JQ $ 3,61$:00 $

.1050 $ .6;975.00 $ 83.;700;00

A S72' 2bd $ t, 16!£00 . $ 13,980.00 B 665 1 bd $ . .. 972',00 $ 11.;664c00 c 663 1bd $ s.n5:oo .$ .62,1ao:oa D. 664 1bd $ .SJ/5.00 $

TWO E .. ...... 1.bd $ 5.175;00 $ 62 100;00 sOUtH -+----+.s=--=: .. so'*· ..

G 487 • .. . Obd. $ .3;650.00 $ .43,BOO:oo H . sa4. 2bd . . s s,9so.oo .. . $ sa.4oo:oo

J · 586 1.bd $ 5; tso:oo $. .61 ,\!OO:oo

A 639 1 bd 146 $ snoo s 11 664:oo 8 634 1bd 270 $ 5 175.00 ·$ 62 100:00

TWO 0 62.6 .. · tbd .$ 5;170:00 $ 62,04MO ' NORTH '-"EC'-·

'F :so1 . tbd s · !:!;165;00 $' ·5r;9so:oo G..... . .642 1bd $ 5;t75;DQ $ s2,10o.oo

A 97.2. 280 $ 1.,1SS,QO $ ·1·=·3 B p65 1BO ·s··· 972.00 $ 1 00 c 663 ·· 1BD.. $: · s ;2DQ.QQ $ 6 o· · 664 · ·· 1 B.D. $ s s2,4oo;oo

I+ 984 :· 2B.D $ ,6 ;97&.00 $ 83.700;00 l 6.57 1BO .$ 5 ,200.00 $ 62;400'.00 J 586 , 1BD $ 5,175.00 $ 62,.100.00

A . 485 OBD $ 90.7.00 $ 10,88tj;oo -- S . '482 .... OBD '$, 3:;575.00. :$ 44,100:00 · C 635 1BD .$. 972.00. '$ 11.,664:00.

G. 642. 1BD $ &;200.00. :s 62.400.00

ECONOMl.O,A;NALYSIS 43Z·EAST 14THSTREET NEW Y:bRK; NY APRil29; 2016'

Schedule H : .As of. Right and Typioaltieveiopmeni.

terrace MonthN Price AnnuaUMce

$1,165 I.$ 13;980.00 $972] .$ . 11,6134;00

$$ .. S2;7oo.oo $5,225 $ 62;700,00

$907 $ lO 884.00 $3,70.0 . s ·· 44,400;oo

$5,225 $ .62,700.00. ss;zoo s sz.4oo:oo

. $3;7'00 ' $ 44.400,1)0. ·$.3, 7.00 $ 44 400.0Q

$9.72 $ 11,664 .. 00 SJ;OOO • .$ 'S4;QOCWO $5.;225' · $

$.5;225 $ 62;700.00

s 1 ;ozs:oo. s S4,'3oo:oo $ 5;250.00 $ 63.000cOO $ 5;250.QO $ 63,000;0(1

.s 3;7zs:oo ·s : 44,7oo.oo $ 3 ;72$.00 $ 44;700.00 $. 7;025.00 $ 84:300.00

s s .n5.oo s •sz,1oo:oo

s a, v2s.oo s 44;7oo.oo .$ 3,725:00 $ 44,700.00

$972 $ 1:1 .• 664.:00 $ 7,025:00 $ 84·300:0.0 $ .. 5 ,250.00 $ .. !13.00(t00 $ 5,240:00 $ 62,a80,00 $ 5,250:09 . $ 63,000.00. $ 5,225,.00 ;$ 62,70MO

A 972 2BD $ 7,oso;oo $ 1l4.600;0o a:. 665 .1BO· $972 $ 11.,664 .. 0(} c• 663 18.0 $ 5 ;275coO $ 53,3oo:oo D 664 1BD $ 5;275,00 ·.s: s3;3oo:ao

SlX E 650. 1BP $ 5,27;5'.00 $ ' ' 63,300;00 SOUTH F 452 OBD $ 3 ;750;0.0 $ 45;000100

G 487 080 $ ;3;750;00 .$ 45,000,00 ' H 984

.. 2130 $' 7,050.00 $ ll4;60Q,OO

I 657 113.0 $ 5.;27'5.00 $ ''" 63,300;00 J. 586 1.60 $ 5;250.00 '' •$' ·53;ooo.oo

ECONOMiC ANALYSIS 4321;AST 14TH STREET NEW YORK; NY APRIL29; iots

Schedule F1 : As of Rli:ihfand Typical Oevelopmen1

.-/Jni1 Slz'e .. . Terrace Monlhiv Price Annual Price

A 485. OB.D ,$· 3,750;00 '$ 45,000.0.0 B. 482 OBO $ 3,750.00 $ 4q,opo,oo c .635 1BD .. $972 $ 11,664,00

SIX 0 923 .. :2eo. $ s 84,600.00 NORTH E 4.64. .OBO $ '5,275,00. $ 63,3'00.00

F 6.01 1.80 $ 5.265.00.: $ 63;180.00 G 642 1BD $ 5,275;00 $ . '63;30Q,QO H 538 180 s:. 5,250,00 $ 63;000.00.

A 651 1.BD 617 $ 5.,32$:00 . $ Jl3,900,00 a 1022 280. .366 $ 7,150.00 $ ... SS,SOOcOO.

S!:VEN c 969 .280. $ '' 7;07g;QQ $ 1l4 .•. 9.oo.oo. SOUTH Q. U15 , 280 .319 $ 7,15QQO :$ as.,soo.po

E ... 671 1.80 $972 ' $ '11,664,00 F. 9.82 280 $ 7 :o75.oo $ 84,9oo:oo

A. 486 OBD $ . $ns:oo $ 45;300:00 B 48.2 .. oso· $ .3.775.00 ' $ 45;3.0() .. 00

SEVEN c 652 11;10: $972 . ,$ 11-;6.64.00 NORtH 0 905 2BO $ 7075.QO $ B4Jloo;oo .·

E 596. 1.80 s 5,290.00 $ 63,480,00 ' 'F .sao : JBO 190 $ .. .$ 6.3,780:00 .G 590 1BD 325 '$. 5,300.00 $ 63;600:00

.A 651 1BD ,:$ 5;325.00 .$ 63,900.00 8 ' 1022 '2BD $ 7150.00 $ 6(),1)0Q;{JQ

EIGHT G 9&9 280 $ 7:100.00 $ SOUTH D 1115

.... 280 ' $ :7;1.50.00 $ ·as;8oo.oo .

671 16D $ .s,33s·:oo $ .64;020.00 . F 962 280 $ 7 ,1.00!00 $. :ss;2oo.oo •

114 76,172

;

ECONOMIC: ANALYSIS 432 EAST 14TH STREET NEWYORK; NY APRIL, 2s; 201 6

Schedule F2: Proposed' Develoj>rrtentApartnfent Priclr\CJ

i:!!&. Unit Size Terrace Monthi'{,Price

A '93'2' ' 2:bd $ t :t6s.oo B 494 Obd $ 9(17 :00

ONE c 5t2:. Ood $. 3,'625:00 D 467 Obd $. 3 '6'15 .. 00 !:: 97.8 2bd i.oso $ 6;975,'00

A 9•n 2bd $ 1,l$6Jl(J .6' 665 '' fbd $ 972,00' c 66a 1bd $ 5.175.00 ' D 6.64 1bd $ .5175.00

tVv6 E 650. l bd :$·' 5.17!1.00 SOUTH F 452 Obd •s··· 9ti70Ci

G 4e7 Obd: $ 3,65.0:00 H 984. 2bd $ 6,950;00 I 657 1bd .$ 5;175J)O J 51!6 1bd ·s 5,150.00

A 639 ' 1bd 1.461$ 972,00 a 634' 1bd 2'701 $ 5 ;175.00 c 633 ; tbd 270 $ 5 ,175:00

TWO D . 626 : 1bd $ .. 5,tzo;oo . NORTH E .. 464 Obd $ 907.00

F 6.01 1bd $ 5.;.1.E;.S;OO G 642 1bd $ .5,175:00 H .538. 1bd. $ 5 ;150;00

.. ........ A .. $ 1JQ.5.00 8 665 l .BO .$' 972,00 c .6.63 180 $ 5,20iJ.tlP D 564 .. .180 ' .$' 5,2:00..00

THREE E 650 '1BD '$ 5.2.00.00. $OiJTH f 452 OBO $ 907,00

G 487 OBD '$ .3;675;.00 H 984 2BD $ 6 ,97:5,00 r 65.7 160· $ 5,<!0.0:00 J ....

. 586 ..

1BD $ 5 .. 175.00 .

A 485 .OBD: $ .907:00 B .. 482 OBD :$..' M75:oo c• 635 1BD $ 972.0.0

THREE D 923 . 2130 .. $ 116.5.00 NORTH E 464. OBO $ 3675:00"'

F 60.1. 180 $ 5,l90;00 ' G' 642 180 $ 5 ,200:00 H 538 1BD $ .. 5 .175:00 .

A. 972 2BD. $1 ,1(15 B. 665 •t8D $972 c 663 180 $522!; 0 : 664 180 $5;225

FOUR E 650 1El0 $5,225 $Ql[fH .F 4.52 08D $907

G 487 OBD $3,'700 H 964 ' 2.130 s7;ooo I. 657 1BD $5;225

; J 58€i 113.0 .$5;200

Anatiai .Price

$ 13;980:00 $ .10;88.4.00 $ 43i500.00 .... $ 43;380.00 ', $ 63.700.00

$ .13.960:00 ; $ 11,664 .• 00 $ 62;1.00;00 $ ' 62.100.00 ; $ s:2,to\l .• oo $ 1 0;684;00 $ 43;800:00 ;

$ '8:\,400;00 s 62,100:.00 $ 61,8.00;00

$ 1t ,664:oo .. $ 62,tOo:oo '..'$'· 62J OO:OO '$· 62,040:00 $ 10,S84;o.o .$ 6t,9sa:oo

.:$' 62100:.00. ' $ 6J;BOo:oo

;$· 13,980cOO $ 1:t ;664i00 ·' :a $ ;OO $ 10;884.00 $ .44Joo,oo $ a3:7oa:oo . $ ez.4oo:oo. $ 62100<00

$ t oee4;o.o $ •. 44;too.oo $ 11.664.00 '· $ 13,980.00 $ 44;100.00 $ 62260.()0 $ . 62;400<00 $ 62,10Q.OO

:$ 13980.00 $ 11 .. 664.00 $ 62.,700.()0 '' $ El2;700:'00 $ 62,700:00

·:·$ }0,884:00 $ '44400.00 $ M :ooctoo $' 62,7.00;00 $ 62,400.00·

ECONOMIC ANALYSIS 432 EAST 14TH STREET NEWYORK. NY APRIL 29,. 20'16

Sthedule F2: Proposed: DevelopmentApartrlient P'r'iclrtg

Teriate MonthlyPrice Atitiua/Price

A 485 OBD $ 907.00 $ 1'0,884c00 B 482 080 $3.700 $ 44,400,00 c 635 180 $.912 $ 11 ,66:4.00

POUR D 923 280· $116,5 $ ·13;980.00 NORTH E 4M 080. $3;700 $ 44;4oo,oo

F . 60 .. 1 180 $5,2t5 $ .62,580.00 G . 642 180 $5;225 "$· .62,700.00 H 538 1BO. $5,200 .. $ 62;400.00

A 97:a 280 .$ 7,025:00 $ . 84.3o.o:oo · B .665 1.BD $972 ' $ 11,664,00 c 663 .. iSO $ 5 ;250:00 $' 63;000:00 o 664. 180 $ 5,250.00 $ ss.ooo;oo

FIVE E 650 1$0 $ 5\250.00 '$ ssooo:oo S.OliTH F 452 .. OBO $907 :s 10,8!14';00

: G ' '487 • 080 •$· 3 i725.00 $ 44,700.00 H 984 2.80 s: 7 ;025.00. ·$· .84,300.0'0 f 657 180 $ 5;250.00' ' .s: 6300(),00 .J 586 .· 180 $ '5,225.0.0 $ 62,7oo:oo

A 485 OBQ• $907 $ 10,884:00" s·· 482 OBO .$ 3,725:00 $ 44,7QO:OO c :S35 180 $972 $ t1 ,664:oo

riVE 0 923 .28.0 .$ .7,025;00• $ 84,30().00 NORTH Ei.' 464 ....

080 $. :3.72Mo $ . 44.700;.00 ••• p · 601 iSO ' $ 5,240.00 $ ·6288.0•.00 G 642 1'8 .0 • $ 5,250;00. $ .63;ooo:oo • H 538 180 $ 5 .. 22MO $ . 6'2,.roo;oo

A ... 972 ' 280 . $ 7 ,0$0.00 ' $ 84;600;00 B 1)65 180 $.972' $ 1"1.,664,{)0 c 663 180 $ 5 ,275:00 $ 63:3oo;oo D• 664 ··fBO $ 5 ;275,00 $ 63300.00

SIX ·ei 650 · 180. .$ 5;27S::OO· $' . 63,30Q.OO • SOUTH F 452 080 $ 3;7.25,00· $ ·44,700.00

G .. .467 . 080 $ 3,750.00 $ 45;000.00

H• 984. 280 $ 7' .. 050.00 ., $ M :soo:oo I 657 18'0 $ 5,275:00 . .. $ 63300.()0 J . 586 , .. 1BD. $ 5;250;.00 .. '$· . 63;ooo . .oo

A 485 0.80 $ .:3 ,7,5ROO $. ·45;000;00 B. 482 ·. 080 $ 3;750.00 ' .l . o45,000:00 c 635. 1BD $9.72 . $ 11,66>1.00

SIX 0 923 ' 2Bo ··· $ 7;050:00 ' $ 84.6.0.0:.00 NORtH: e ·· 464 . 080 $ 3,750:00 $ 45,000:00

F' 601 ·. 180 $ 5,265;00 $ 63,180;00 ·G· .642 .• 1BD s 5;275.00 $ ' 63,300:00 H 538 180 ..

$ ' 5250.00 $ 63000,00

·' ·A ..... tl5l s·(7 $ 5 ,300.00 $ 63. 600 .. 0.0 ..

B 1022 280. 356 $. 7,075,00 ·s .. 84.900:00 $i;;VEN c 969 .280 .$ .. 7;075.00 $ 84,900,00 SOUTH D 1115 .2BD . :ate $ ... 7 ;075:00 :s M,eoo:oo

E 671 180 $972 $ 11 ,664.00 F 982 2B0 $ 7,075.00 $. 84.,900,00'

A 485 080. $' 3,775:00 $ 45,300.'00 B 482 . !lBO $-' 3 ;775.00 $ 45,$.00;.00 c·· 635 1130 $972 $ 11,664;00 D 923 28.0 $ 7,07·5.00 ·s 84.9oo:oo

NoRTH E 464 OBO $ 3,7.75.00 ''$ ' 45300:00 F 6.01 18.0 '$ 5;'290.00. ' $ 6'3:480:00 G .... 642 180 $ 5,275.'oa · $ 63,300,00 H ' 538. 180 $• ,5,265•:00. $ 63,180.00

I I

I

ECONOMIC ANALYSIS 4.32 EAST 14TH STREET Ni:WYoRK.NY .. . APRIL 2016

Soheduie F2: Proposed Development Apartmeht Priclhej

t=Jobr unit Size terrace

A 6$1 180 B 1022 .2B.D

i:IGHT c 969 .280 ' SOUTH D 111.5 2BD

E 671 .. 1BD F. 280

A 485 .O.BD B 482

.... OBQ . c 635 1'80'

El.<:liiT 0 923 .2BD NORTH E 464 OBD

F 60, fBD G 642 ..1130' H !:iSS 160

A ·485 080 B '.482 080 c 635 180

NlfJi: D 923 280. NO.Ri'H E ·464 OBD

F 601 180 G ·.64'2 180 H S38 1BD

A 485 080 .B' 482 OBD c '' ' 635 180

TEN D .!123 280 !llORt'H a· 464 060

·F• 601 tBO G., &42 160 H ' 538 1BD.

A 485 060 6 482 060 c 635

... 180

ELEVEN D !1;13 '' 280 NOihH '5· 464 OBO

F 60} 180. G 642 .. U:l.D H. 538 1BD

A 465 060 B 4.82 OBD c 635 1B:D

rwava D .923 280 NORTH E 464 060

F 601 1BP G 642 tB.O H 538 1BD

155. 100;581

Annual PriCe

$ 5,325,00 · $ 63;900.00 $ 7,100.00 $ .'85;200 .. 00 $ 7,100.00 $ 85,200.00 $ 7,1Q0,0Q $ s5.2()o;oo

. $ 972.00 $ 11;664.00 $ 7,10o:oo $. 85;200.0(}

$ 3,800;00 '''$ 45.600.00 $ s.aoo.oo '·,$ .. · 45;60().0(} $ 972.00 $ 11,664.00 $ 7.;1.00,0.0 •$' 85;)a.OO.O.O $ 3;5oo,oo .,$' .45;600:0:0

' $ 5;315:'00 .$ 63,7.6.0:00 $ · s;SOMO '.$ $3,6tXWO $ 5;29_0,00 $ 63;480.00

$ .$:825 .(}0 .. $'. 45.eoo:oo $ 3;8;1p.OO $ 4s,soo:oo $ 97.2 .00. $ 11.,664.00

· $' 7;125.0.0 $ a5 .. 5o.o.oo. $ 3,S25.oo .$ 45,900.00: $ 5;34.0:00 $ 64i080;00 $ 5;3:25 . .00 $·' 63,900.00 $ 5.3t5.oo ·. :s. 63.780.00

:.'$ 3 ;85.0:00 ·$ 4$,200:00 $ 3,850:00' $ .··. 46,:200 .. 00 $' 972.(}0 $ 11;66:4.00 $ 7:150.00 .$, .85 .• 8oo:.oo ·$ '3;1!50.00 '$' $ 5;365:00 $ 64 .• 38o:o.o. $ 5,350.00 ·. s- S4,200:00 $ 5.340,0() $ ·a4.o8o:oo

'$· 3,875:00. '$ ' . 4S,so.o.oo $ 3875(00 . $ 46i500:00 $ ' $ 64,3SM.o $ 7.1-75:0.0

$11 .$. 3,875.00 $ 46 00 $ 5,390:00 $ $ . 5 ;37MO '$'.:' ,. $ 5.365.00 $ '64;380.00

$ .3,900.0.0 $ 46.800:00 ,$ .. 3 ,900:00 $ 46,'800;00 ' $ 5.390;00 $ '64\680.;00':

''$. ''' 7,200;00 $ ·86;400;()0 '$ 3.900 .. 00 $ 46;800.00 · $ 5,415.(}0 $ · 64,98o;oo : ·$ 5,400.00 $ 64,8QttQO $ 5,3\JO.OO $ 64;680,00

Economic Analysjs Report 432 East 141h Street New York, New York AprH 29,2016 Page 37

Schedule F: Comparable Apartment Rents

... !

/ . . i . ,ii

.... ') ...

Economic Analysis Report 432 East 141h Street New York, New York Apri129, 2016 Page 38

Schedule F: Comparable Apartment Rents

1 . 1 1 East 151 Street #S3 1

This is a studio apartment for rent in the Avalon Bowery Place apartment building. The building has 206 units, 9 stories and was built in 2005. The building features a doonnan, elevator and a gym. Located betvveen Bowery and 2nd Avenue, it is approximately 0.8 of a mile away from the subject property. No adjustments were made tor time, location, size, zoning or other factors.

t

Ref i • • ·•

Dining Area

• ' ' • Livmg Room 14'0., X i6'o,..

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 39

Schedule F: Comparable Apartment Rents

2. 138 East 12th Street #8K

This is a studio apartment for rent in the Nathaniel apartment building. TI1e building has 85 units, 9 stories and was built in 2014. TI1e building features a doorman, elevator, gym and roof deck with pool. Located between Third and Fourth Avenues, it is approximately four blocks away from the subject property. No adjustments were made for time, location, size, zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 40

Schedule F: Comparable Apartment Rents

3. l Union Square South #5236

This is a studio apartment for rent in 1 Union Square South. TI1e building has 240 units, 7 stories and was built in 1996. The building features a doorman, concierge elevator, gym and roof deck with BBQ grills. Located between Union Square West and Broadway, it is approximately five blocks away from the subject property. A -15% location adjustment was made for the superior location. No adjustments were made for time, size; zoning or other factors.

Economic Analysis Report 432 East 141h Street New York, New York April 29, 2016 Page 41

Schedule F: Comparable Apartment Rents

4. 11 East pt Street #A2Pl

This is a one bedroom/one bathroom apartment for rent in the A val on Bowery Place apartment building. TI1e building has 206 units, 9 stories and was bui1t in 2005. The building features a doonnan, elevator and a gym. Located between Bowery and 2nd Avenue, it is approximately 0.8 of a mile away from the subject property. No adjustments were made for time, location, size, zoning or other factors.

Economic Analysis Report 432 East 14th Street New York, New York Apri129, 2016 Page 42

Schedule F: Comparable Apartment Rents

5. 138 East 12th Street #5H

This is a one bedroom/one bathroom apartment for rent in the Nathaniel apartment building. The building has 85 units, 9 stories and was built in2014. The building features a doorman, elevator, gym and roof deck with pool. Located between Third and Fourth Avenues, it is approximately four blocks away from the subject property. No adjustments were made for time, location, size, zoning or other factors .

...... (>0&;1 X

UJ':t

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 43

Schedule F: Comparable Apartment Rents

6. 22 East 1 st Street #215

This is a one bedroom/one bathroom apartment for rent in the Avalon Bowery Place 2 apartment building. The building has 54 units, 6 stories and was built in 2003. The building features a doorman, elevator and a gym. Located between Bowery and 2nd

A venue, it is approximately 0.8 of a mile away from the subject property. No adjustments were inade for time, location, size, zoning or other factors.

tf'lljtojj/Dfnfllg " " ""' ., ... >I':J"

Economic Analysis Report 432 East 141h Street New York, New York April29, 2016 Page 44

Schedule F: Comparable Apartment Rents

7. 211 East 131h Street #5C

This is a two bedroom/tvvo bathroom apartment for rent in the Jefferson apartment building. The building has 83 units, 8 stories and was built in 2013. The building features a doorman, elevator, gym and roof deck with pool. Located between Third and Fourth Avenues, it is approximately three blocks away from the subject property. No adjustments were made for time, location, size, zoning or other factors .

Economic Analysis Report 432East 14th Street New York, New York April 29,2016 Page45

Schedule F: Comparable Apartment Rents

8. 11 East 151 Street #B81

This is a two bedroom/two bathroom apartment for rent in the A val on Bowery Place apartment building. The building has 206 units, 9 stories and was built in 2005. The building features a doonnan, elevator and a gym. Located between Bowery and 2nd

Avenue, it is approximately 0.8 of a mile away from the subject property. No adjustments were made for time, location, size, zoning or other factors.

&dr0Difl l 2 ,,. Jl 14'4.

f.MDs1/Diil1111J Rcqm .. 3"9'"11' :n'li"

Economic Analysjs Report 432 East l41h Street New York, New York April 29,2016 Page 46

Schedule F: Comparable Apartment Rents

9. 11 East JS' Street #B91

This is a two bedroom/two bathroom apartment for rent in the A val on Bowery Place apartment building. The building has 206 units, 9 stories and was built in 2005. The building features a doonnan, elevator and a gym. Located between Bowery and 2nd

Avenue, it is approximately 0.8 of a mile away from the subject property. No adjustments were made for time, location, size, zoning or other factors .

..

..

Btdroom #J u!o" 11

EXHIBIT A: CONSTRUCTION COST ESTIMATES

Noble Construction Group, LtC As-.ofcRight bevefoprnent•

01000 01005 01900 020$0 020$0 02$00 02.301 02.30.2 02500 02720 03200 03300 04200 05500 05720 06200 07140 075Cio 07900 08110 08330 08410 08520 08800 09001 09250 093.00 09550 09650 096:80 09.900 09950 1'0425 10800· 1W10 11180 11459 11460 1'2500 14210· 14{)10 15200 153QO 15800 161QO

Site Survey Test Borings Abatement Oemolit1on Site Preparation Earthwork & SOE

Soil Disposal

Trade

Site Improvements u.tilities C.oncrete Foundations Concrete Masonry Miscellaneous Iron Decorative: Railings MillWork. Waierproofii'lg Roofing & Pavers Ca:uiking & Sealant Holiliw Metai. Hardware &Wood. D6or5 overhead Doors Canopy Storefronts, Windows & Metal Panels Glass & Glazing SpeciaJ Finishes Gypsum DtyWaH ceramic Tile Wood. Floating Resilient Floq(ing

Painting Wall CC)v.ering Gr.?pbfq§

& .A.ci;essory

Rub):>l$11 C)'lute ·Kltcheri .. AppliaiJCe;

Cal:>i!ifit$ & Vanities VVIridow !;levators

&. 13ridge PlymQ)ng ·

HVAC Electri¢a:J $ystem§

Sub-Tc;tal 170,00 Genera! Conditions .

Sub-Total

l)ate Printed: 3n/2D19 9:24PM.

43i East. 14th Street New¥6rk,NY

S.uiJdJng Gross Area: .#of Apts.

Amount NIC NIC NIC NIG $ $.1;610 $ 6;0$8,385 $ 468;600 $ 968;9$0 $ $ 185;000 $ 3';150;221 $ £W21..060 $ 2;283;81$ $ 658.79'8 $ 2,97,$50 $. l 67,'893 $ 278;$25 $ 652,621 $ 276,599 $ 456,061 NlC $ 110,00.0 $ 2,:3.68,760 $ .. 26,700 $ 519,200 $ 2,429,437 $ 80(506 $ 469,544 $ 10,000 $ 36,458 $ 407;000 NIC $ 20;000 $. 217,559. '$ :30:,000 $ ·37;500 s· 535,800 $. .46(),6!)0 NlC $ 78();00() $ 514,500 $ 2,538,7.88 .$ 669,732 $· 1,820,000 $ 3,050.,:3.80

$ 41;611 ,948

$ 2;912,836

$ . 44;524.,78:4.

'Page lof 21

NIC NIC NIC NIC $ $ $ $ $ $ $ $ $ $ ,$ $ $ $ $ $ NTG $ l $ ·s· $ $ .$ $ $ $ NlC $ $ $ $ $ $ .!'JIG $ $ s· $ $ $

$

$

$

134,68r;isf 114<ea

Unit Cost

0.46 45:28

3.48 7.19 7 .23 1 .• 37

23,3.9 49J3.b 16,96

2 •. 2·1. 1.25 2:01 4.85 2·.05. 3 .:39.

CL82

4 .3Q

5cg5 3,49 0,07 0;27 3J:J2

0.:15 1.62 0 ,22 Q.2Jl :3.98 3A2

5;7$ :3.&2

1.8.85 4.97

1:3.p1 22, E)5

21 .• 63 .

Dale. Created: ··oate•Revisedc 07}2&/l&

.

Noble Construction Group, LLC As-of-Right Development

Code Trade Description 01000 Site Survey

NIC Site Survev

01005 Test Borings NIC

Test Borings 01900 Abatement

Asbestos, Lead Paiht and Oil Tank/Soil Abatement

02060 Demolition Demolttion

Demolition 02090 Site Preparation

Construction Fence/Perimeter Protection Soil Erosion and Sediment Control:

Wleel Tracking Pad-6" min. crushed stone sm .Ferice Haybale Protection Filter Fabric Barrier @ Soil Stockpile Filter Fabric Protection Cover@ Catch Basin Synthetic Fitter Fabric-under tracking crushed stone

Misc. Preparation Site Preparation

02300 Earthwork & SOE Seacant Piles Wall General Excavation General Backfill Over Excavation of Organic Material Backfill of Organics Rock Removal

Earthwork & SOE 02301 Dewatering

Mobilization, Installation, Demobilization of sub cellar well point systerr Wellpoint Installation system wtth Geotechnical Drill Rig (if required) Dewatering System Rental (Including compact settling tank; 2417 Operation of System (labor & maintenance) Service Technician to maintain equipment (Assume Every 250 Hours) Generator Rental (one operate, .does not include fuel; Standby Generator & Double Throw Swttch (does not include fuel: Relocation of Header Pipe and Pumps (After Matt Slab is Placed) Grouting of Wellpoints Fuel Allowance For Generators Discharge Fee - Bv Owner

Dewaterina 02302 Soli Disposal

Total Anticipated Soil Excavation in Yards Total Anticipated Soil Excavation in Tons Material By Category

Clean Fill Category A Category B Hazard Material

Soil Disposal - -- ------

Oatf! Printed: 3/2/2016 fime Printed: 6:24PM

432 East 14th Street NY

Page 2 of21

NIC

NIC

NIC

NIC

NIC

NIC

NIC

Unit Unit Cost

313 LF $ 50.00 /LF

1,250 SF s 15.00 /SF 646 LS $ 10.00 /LS

1 LS $ 2,500.00 /LS 1 LS $ 1,000.00 /LS 1 LS $ 1,000.00 /LS

1,250 SF $ 1.00 /SF 1 LS $ 15,000.00 /LS

1 LS $ 5,430.031 .00 ILS 1 LS $ 552,469.00 /LS 1 LS $ 12,500.00 /LS 1 LS $ 36,685.00 /LS 1 LS $ 65,700.00 ILS

NIC

1 LS $152,700.00 /LS 1 LS $76,800.00 /LS 7 MONTHS $8,800.00 /MONTH

18 EA $1,250.00 /EA 7 MONTHS $9,500.00 /MONTH 7 MONTHS $3,500.00 /MONTH 1 LS $24,500.00 /LS 1 LS $18,500.00 /LS 7 MONTHS $3,000.00 /MONTH

19,11 0 26.754

6,689 TONS $44.00 /TON 20,066 TONS $32.00 /TON

200 TONS $163.00 /TON

Total

NIC

NIC

NIC

NIC

$ 15,650

$ 18,750 $ 6,460 $ 2,500 $ 1,000 $ 1,000 $ 1,250 $ 15,000

$ 5,430,031 $ 552,469 $ 12,500 $ 36,685 $ 66,700

NIC

$ 152,700 $ 76,800 $ 61 ,600 NIC $ 22,500 $ 66,500 $ 24,500 $ 24,500 $ 18,500 $ 21,000 NIC

NIC $ 294,294 $ 642,096 $ 32,600

Date Created: 11/20/13 Date Revised: 02/26/16

Version Number: 06

Total

NIC

NIC

NIC

NIC

$ 61,610

$ 6,098,385

$ 468,600

$ 968,990

No.ble COnstrildlon Group, U(: As,qf-Right ,()e\ielapmeiit

.C<id!l · Tta.illi ,pesc;riptl<>n o:z:>otfsU!ilmproveineritli

.sja&Y-aills 6-.Curns s;dawaiRs

New Concrete siciewan( . New CPn<:;i-ete corb$

;A.proh · ·

Repalr;at}J(iWC(irb Street•Pt>les

SlreerPoles (Ailo.waoce)

TreePI!s

14th.Street New York, IllY

Celllir Light Court •I;LIMIIiiA TEO Removable livirg•gree[l. W<!n will) decorative Wood slalllngand Irrigation Drainage {llll.t.and slall prQ!E!ellon. ·

bate :3i2/lbi6 ·

Edge plaotin9 bed.rrliX Pfanting boo·n;ix ;n;il mulches Shrul>, l){!rennil!!. ;gJ"<iundeover; arid bulb Stone lpe;pedesto;il support j:leckclr lpe.Pedestill.dei:li.inQ' Iiies trrlga)ion sysi!im lighting AIIOwan.ce

· Wooci.Awning per trterlclr•OraV!ings Gr,oLJn(FioorPiimtliigs ·

i=>ort;elairi'Tlle cit $tprie pavers W<iQdde<;l(lng ·· . . . . .. · .. .• · Removalile .fivlllg gieen:wali whh ilecoraiive wood ancl integrated irtig!ltlon $ysteir Cedlir.fef)c;il.and.gate · ·· · ·Dilcorative rarsad'planters 'PolypfQpyfeiie linersfoq:llanlers If '!Jghtweightengineeied sciils'for'planters ar\C! Shrub, perenniill, groundcover, <md b(jib.pll!ritingt ArtifiCial lawn area Theimory sub tr;,med decK(Jil 2Woild Clad with top . O.ouble pipe galvanjzeci ll!lnKal'i<! t:Qtrogat¢cl·metal roof.oxer heac lrtigailon systamtpr•pla.ntlngs ln;plai)tet$ · Lighting Aliowance · 'Finishes Additional for. Area !flat Wa$ formaliy Cetlet'LIQhtCourl

1 S\reet Fa!fade wau S}rsiem canoflY o.ecoratilie WoOd Panels 3t Main EnirY Decoi<itiveVei'ticlil VVood Slats arW/ndows

··· · · Graiiel Pit Oeceitati)ie raised planters L!ght weight engineered sojls fqrplar;tlert;and muiche$ Marine .Ply Toume.spJGRT4!\2408 Tree, .shrub, perennial, groun!lcpver, IrrigatiOn sysiem Jor :in planters ·

' Finishes

ot:ii.

NI.C

NtC

NIC NIC 'NlC •Ntc NIC NIC. NiC NIC NI.C ;NIC NIC

irtp

NIC

NIC

Nic

Unif

2.i3q .SF Z.730 SF ·:213J;;F

:aJ9'$F

HA 4EA 4EA

ns 1 .LS 1 r.:s. i L,s 1 LS

·1 LS. 1 LS 1 LS •1 LS 1 LS. ·1 LS 1 L$ 1 LS

1,334 SF'

1• ALLOV\1' if:A · ..

LS l,S LS. 'LS ts LS LS

$ $ $

$

$ $' $

$ $ $ $ $

$ $ $ $ $ $ $ $

$

$ : $

$• $' $. $ $ $ $

Onlfr::ost

s.o·o tsF $ 15.00: ./SF $ 20.00 ./LF $

NIC

20 . .().0- 1$F $

i'uc 1,§\)ftOO lEA $ 2,50Q.QO lEA $ 2,5o.O:OO· lEA $

32,.512.50 ILS 14,870.75 iLS 2o;4oo:oo: JLS

3;400:00 /LS 68,0bo:do !LS

17,000.00 JLS 42,500.00 JL$ 6,154,00 lL,S,

7,650.00 /I,.S 2;125.00 IL'S

10;0oo.oo. tLs' 10;QOO.jl0 !LS

50.00 /SF

NIC NIC NiC NJC NIC iinc NIC. NiC NIC NIC NIC

$ $ $ $ $'

s $ $ $ $ $ $ $ NIC $

NIO 10,0QQ.OO /ALLOW $

q,QOO.OO lEA $

13,900c00 ILS 25;500;00 /LS 1A,87S.OQ /LS 14,450;00 /LS ;38)!9Q.oo /Ls

9,000.00 tLS 5,000.00 ./LS

$ $ .$ $ .$ $ $ NiC

Total

40,950. 5A6o

16,380

6;000 10,000 10,000

32,513 14;871 20.400.

;),400 pS;OOO

17,000 44500 6;154

1•t867 7;650' 2; 125

1;o,ooo to,ooo 6$',700

10,000 35,000

13,600 25',500 14,875 14,450

9;000 5,()()0

i;i{20lt3

OG:

· Total'

; No)lle ¢onst(ljctjcir\ Group,ttc .1\s-of' Right O,evelqpment.

19od!i. Jade _ t

Pl<!ntings

J.Jgl)tlhg IITigatiC;n Systei'li

MaltH'!oof Out!loor kitchen aiid ·bar Allimiilum·and lp.ePergola With '!>uin in b.enGfl M.eadow Plaiiter.wnh lpe t>tJrieil s11miuric Porcelain tile :or pavers Porcelain :tile.sand·set · · · · · · · Ouldoo( Shower ·

wage( Dec;oratiye.o11eial raislld P91ypropyif!ne•uners fot planters. if ilocesslif}

s9_ils ,forplant¢r'S iltld 'rr.ees, shi'1Jil, perermi!ll. •. ahd:bulb,jilantitigs Artificial [awn area . ' Thertriory wood <leeK

tot planting$ iri ;plante!l Finlsl'i¢$ · · · · Liqf1_ljf!Q_

· Si\&" -" .. ozn:o

:New Starin!Saniiaiy :servloe :fl(eWWaterSePtlce :Nev/ Fire Service ·New Fire Hydraunis

432 easU4th Strget NY

New Gas :service- By VIMY ·CI:)mpan; :New EleC!.dcal Setvice • Conduit Ori)y to -:Ser:Vtce ny UiOity Corr\parij

Allowance . . . . . . . . . . _ _ .. Tel!i/Oata/CCTV Ser\flce·•'CoiiduH Utility C.llf111lah! ,

Utilities Q3200 Concrnte.

'EXcaVation and' Removals at !:levator J'ijs ·crushed Stone · · ·· Mat! Slab Fil!lndatlon Walts .Elevator Prts & Walls

Pad.filr:Hoist. MechanlcaJPads Vapor Barrier at Slab VaporBamer'atWalls Slab atHouse Traps Detention

concret!i Founi:t!l!lons

:o.ate 3/i./2.Di6-.nme Pritlted : 6 :24:PM :P.olge :4 .. o.fli

NJC NI.C NIC NIC

inc

'NIC

NIC NIC

NIC'

NIG NIC

1 Ls 1 Ls 1 LS HS 1\._$ 1 LS. l LS 1 L;:>

1 LS·. 1 LS 1LS 1. LS 1 LS

1LS

2-LS f fls

as 1lS

.2EA 25;950SF 3:4socY

M1GY i!OCY 11$ 1 LS

$' $ $. $ $: $• -$c :$.

'$ . $ $' $

$

s· $

s $

$ $ $ $ $ $ $

$ $

34;Qo\>c00 /LS 42,500,00 JL$, 12,75().00 /LS 3(>,656.25 /LS

/LS 5,950.00 ILS

/LS 5\ ,000.00' /l.S.

28·687- 50· /LS 66:1oooo ils 3pso:oo-ILS,

23795;75 ILS 1s:ooo.oo ILs

25,otXtcio iLS. .....___....

4o,ooo.oo 1Ls

2s.ooo:oo ILS

H);OOO·oo /LS

30,000;00 iEA, 1.50 /SF

7so,oo ./c:Y-800,dd ICY eoo:oo iCY

2o,ooo:oa. ILS· 15.00Md. /LS

2.500.00 /'CA ;so,ooo,Qo lEA

Total _

NIC NIC NIC

$ 34,000 $ 42,5.00 $ 12,750 $ 36;656 $ 5,015 $ 5,950 $ 49;300 $ 51 ,000 Inc' $' 2B;ll88 $ 56;100 $ $ $ 15,000 NIO $ . '2S,OOO I

.. . . $

$ .ljO,OOO $ 35,000 $ NIC . NIC $ 25,0.00 NIC . $ . 10'000

'$ 60.000, $.. $ 2;59,5;009 $ 333,926 $ . 32,370 $ 20,000 $ 15,000 ;NJC :NiC-S s.ooo $ 5a:ooo

il!2otia

()6

rota!'

973,1118

185,000'

$ 3,150;221

Noble Construction Group, LLC As-of-Right Development

Code Trade 03300 Concrete

Concrete 04200 Masonry

Date Printed: 3/2/2016 nme Printed: 6:24PM

Description

Reinforced Concrete Arches w/Concrete Stairs, Landings, etc 1st Floor 2nd Floor 3rd Floor 4th Floor 5th Floor 6th Floor 7th Floor 8th Floor/14th St Roof 13th St Roof/14th St BH 13th St BH

Total Lenton Terminators at 1st Floor Stair from Cellar to 1st Floor Drop Beams at Typical Floors Allowance for Thermal Break at Balconies Perimeter Cable w/OSHA Orange Netting (Including Maintenance; Outriggers Cocoon System Winter Heat Allowance (Concrete and Masonry) Flash Patch Floors to Receive Wood Floor

Interior CMU Walls - Cellar - House Traps -1st Floor - 2nd thru 7th Floor -8th. Floor (13th Street) -Main Roof (14th Street) - Main Roo( (13th Street) Total Brick Veneer w/CMU Backup, Insulation & Waterproofing -Cellar -1st Floor -2nd Floor - 3rd thru 6th Floor -7th Floor -8th Floor/Main Roof 14th Streel -14th Street Bulkhead/1 3th Street Main Roof - 13th Street Bulkhead

Total Brick Veneer w/lnsulation & Waterproofing over Structural Stud Wall -2nd Floor - 3rd thru 6th Floor - 71h Floor - 81h Floor/Main Roof 14th Street Total Brick Veneer w/lnsulation & Waterproofing over Reinforced Concrete Shearwalls -1st Floor - 3rd thru 6th Floor -7th Floor - 8th Floor/Main Roof 14th Street - 14th Street Bulkhead/13th Street Main Roof - 13th Street Bulkhead Total

432 East 14th Street New York, NY

PageS of21

NIC

Unit

22,311 SF 18,205 SF 14,445 SF 14,405 SF 14,405 SF 14,405 SF 14,285 SF 13,355 SF 7,740 SF 1,130 SF

134,686 SF $ 10 ALLOW $

1 EA $ 2,480 LF $

12 EA $ 6,444 LF $

1 LS $

1 ALLOW $ 75,619 SF $

16,900 SF 320 SF

3.200 SF 1,800 SF

300 SF 720 SF 540 SF

23,780 SF $

210 SF 4,800 SF

200 SF 1,600 SF

500 SF 350 SF

1,800 SF 400 SF

9,860 SF $

2,250 SF 6,600 SF 1,400 SF 1,300 SF

11,550 SF $

420 SF 1680 SF 500 SF 800 SF 450 SF 250 SF

4,100 SF $

Unit Cost

45.00 /SF $ 5,000.00 /ALLOW $ 7,500.00 lEA $

50.00 ILF $ 1 ,000.00 lEA $

20.00 ILF $ 1 00,000.00 ILS $

NIC 200,000.00 /ALLOW $

0.50 /SF $

16.00 /SF $

51.50 /SF $

35.50 /SF $

35.50 /SF $

Total

6,060,870 50,000 7,500

124,000 12,000

128,880 100,000

200,000 37,810

380,480

507,790

410,025

145,550

$

Date Created: 11/20/13 Date Revised: 02/16/16

Version Number: 06

Total

6,721,060

(irolip, tLC::

Co(je !l'rade · n

- 1stFioot Total Stuc® (Drawing Shows (OIF§ - Is IIJ!CMU j3aqkup ·tstFJoor · · · ·· "2nil.Fioor , :3rd ihn,i 61/1 FI(.>Qr • 7thFiqor ,. Btt'! f(oof 14\h:Street - 14tn Bulkheadi'ptti Main Roor

New

Tota,l ... ·. _ .. :Reinforced Con(;tet_e .S!leatWan {Orawipg -Is This OK?)

, ·

.. f,l<ISQJnY

.• , 3rd .thru. 6th 'f'IO()T • ·· · · --·attifJoqr/Main Rgof t4th.S!reet ·- 14tli S_tteet B.:!lktieadt13th Street Maln.Rool ·- 1;3tli Stri!¢1 B!Jlkhead Total CMU Back,up at Gieen Wali - Cellar · ·tst Floor

·'Total ·Brick Parapei:w/Eirlck, CM\i, E!rlcK • ·1:st Floor · -" 13th Street Main Root Total 'Brick Parapelw1Br1cl<. QMi,.l,.stQc;co -.ind Floor · · - Mairi 'RooH41h slr.eet -. - 13th Bulkhead

PrecasfParapet CopingS: -··tst:floor · · • -2M.fl!icit -7tii Fki,of --- ·1 'ROC>.! - 13th Sireet B.ulkhead: Total

Base at1st Fl®rw/QMU 1;3aokup '& Waterpi'Qofiog

ossoo MJscliflaO:eolls 11'0!.1 · · · · · Steel lall.ders- elevator:p"

·oate: 3/2/2.cri& 6:_24:.PM

I:Jouse Trap Hames·& Covel$ (InCluding Suinp:Pils) ·

E!e\latorDivlaer:B_el!rrts Clips

Lifting Hooks ounnilge ;(Roof\op •. ei9:j

Mechanicalbunnage•(FU!ure Cooling Towers) Stee.i Angle Gomer Guards · · ·

6vemea<! DOC>rSuPPcm loQse $teef'J_inteis . ·

· Galvl!riize(1 ,Brt(:k R.eii¢ving Angles

P.ageG'oOl

NIC NIC NIC

-h (J.o/.13

-Verslon Number:

Unit Unlt'C6$t Total r I II

4,00b.SF 4,opb.SF $ te.oo /SF $ ()4,000

1':920SF sop pF 4;8.00SF

lXJQ $F> $SO SF 150 SF

a ;920 sF · $ 30:.0P i$F $ 26(;600

1,920 SF t.4oo sF 4,400!>F 1,100 SF {lQOSF

500SF 150 SF

10;570 SF $ 12._00 /SF •$ 126,840

700 SF 400 .$F

1,100.$F $ 16-0tf /SF___ -:$- 17,600

595SF .. 1141 'SF

1.7$6 s .F $ 50.00 /SF .$ 8G,800

1;1ici.SF 1,l!()ci,$i=

46osi= 3JI-roSF ' $. 40.00 /SF $ 123,040

t7ot.F 28()l.:F ):90,\:F 300 LF

74 LF 326;LF l15;L_F

LF $ 50.00 JLF $ '12 ,150 sF .. $ .150.00 . iSF $ - --- I·$; 2,283;81'1

4E'A $. s.boo.oa tEA $ 20,000 4EA $ 3;!lQO:OO: lEA $ 14;ooo

1 ,soo:ocr JEA $ :s;ooo 3$1:A $ 1,250.00 .. JEA $ 43,750 1 LS $ 5;000:00: /LS $ ·5,000· 1 LS $ s;ooo.oa /Ls. $ .5,000 1 ALLOW $ 35,000.ao /AlLOW $ 35,000

NIC Nrc N'IC

1 LS' $ 10 ,QOO;OQ ILS $. jo.baiJ 4;500 LF $: . 4(j.Oti /LF $ 180,000

N<ible Cohstitiction :Group;u:t A.s.:of-Right

:432 EaStl4th :Street NewYork, NY

erode Ti'!!di!- oeS.cli!)flOn' · Terr11<;e Divid.er·Boots

IJ(leWai!MOt;inted-Slaits ;, Tower Pipe Misc. P;lpe R!llilngs· 'r(en.cn·qr,ain ·C>.r.rting Bolia!lfs, · exteriorJ;,a\fderw/Ca.ge at Ht;to :!nd 'FioorRoot Fe(lt;i11g w/G.ates .at Mafi1Root

at E!ilSeriienUo •1 st'Fioor Cour'tj(ard Extllrlot:Stair ,Landings, eto: from M<(U, Ro,o( tqSulkh!l!ld dAth Str,eet: qjerjqrStalrw/RaiUngs,la.ndings; etc. from Mafrl Exterlo( StairwiRi!iliiJIJs, la.rldlngs, etc. from B1Jiktle<td :toE;MR·(13thStree:t;

· · ·

Ralnngs. TerraCe :DIViders Balcony (Fly 11Y Slab lnteifor ,Decorative Railiqgs at, Basement to,'t st Ftoor iriteiior

Raillngs 'at ;Ba'Sl!rile.rii to 1SlFIO:Or Courtyard f:xif!iior Raii1Jiljs :at1stFtoor Courtyard Pfck¢1Fen!;o! a! lstFIPbr- MectianicalRQom. · 7tli f'iqpr Raiiings

at i.;.airi Roofs Misc. :Ri.illil]gs

pecorativ.e R!ilfl(\g$ 11 0620()

· t2:'Wood SnetvJng Coat Closet!WlC · !1) 12'' $hiilf;w:!RC)d Linen Closet- (S) 12.• :Slleivr;s: per CJoset

fi''Wire'shei¥ing . . . . . .. . . Coat ClosetNVIC·- (1) 12:' Shl'ilf wlflog. Linen CIOliet • ,(5rJ2" .Sh!!ll/Bs per Close!

.4" Wood Base Aparimerits Comdors

VVtridow $iits & 'Aprons Eiifoig Window Subslits !1\.lisc. ·· · ·· · T!!X

07140 waterf!toill(ng . HydliJIH!@W!!Ierpr00U[Ig - Ei&lf:l!Or Pit Floors

YV<il,erp_rp()flng -lEie\lll!or: PitWalls F.o.untlation flob!:S.- Per. phase 2

VVafaJ'!lro(l(mg a) FOun:d:ationWatls- .Per"Phase 2 Traffic Coil\irl!1 'rraltic seater . a.alconYCoattng Pedestn;lrr QPating_

Waterpro()nng

Q•te

NIC

NIC

NIC NIC NIC

NIC NlC

N.IC Ntc Nlj) .NIC

Onlf 1 :Ls

722LF 7ht;f 1ts:

1 L$ t :EA

52 LF 1'EA tEA 1 .EA i .EA tALLOW'

.59 LF

20 lF

25 LF 190 u= abo LF

Hs.

5,986 LF 1,065.:t,;F

21,00olF

42!;lLF 2,024LF

1 LS

4ollSF 960SF

9;800 SF

UnltC.ost · 10.Q09.0Q /AL;Cow

$ lLF $. 200.QO /Lf $ 10,0QO.OO }L$

$ 5,QOO,OO' ./LS s r.soo.oo lEA $ · tsow JLF $ 1o.ooo:oo $ 15,000;00 lEA $ 10,QOO;Oo. /EA $ lEA $ 25,000W /ALLOW

$ 400.00 !LF'

:$ 500_00 /LF

$· 250.QO ILF $ • 250.00 /LF : ... · $ .2s0:.oo /LF

. $• to;ooo;oo tLS

$ 7.dd !LF $ 5.00 !LF

$ tl.oo /LF $ 3i00 ILF $' 4:oo .JLF $. 2,00 ./LF $ 10'00 /LF $ s,ooo.oo. ILS'

$. $. $ $·

1:50 JSF 7 :50. /SF 7 . .50 /Sf 7.50: /SF

Tota,l •$ 10,000 $' 90,288 ·$ 144,460 ' $ 10;000 ' NIC .. '$ S,ooO $ · 7,5qo· $ /,800 $ 10.000 s 15,ooo $ 10,000 $ s;ooo, $ 25,090

$

$ 23,1')00 Ntc $ Jo,ooo NlC NIC NIC. $ 6,250 $ 47;500 $ 200;000 $ 1Q\OOO .

$

o$ 4i;9p2 $ 5,325

t·IIC .NlC

$ $3;00(). $ 9,786 $' !l,09!l · $. 858 $ 20,240 $ 5,(jQO $ 13,686. =p $ 3,000 $ '1:',200 $ 1!i4,625 $ NtC NIC. N.tc

$.

l th o/13 Oihfl/J.fi .

Total

65.8;791\

297,350

167,893

:278;:)2$

Noble .. Consfruclior\. ·As-of'RigHt Devefopoient

Colle• Ttade ll>e$Ci'lptlori ..JUI.OUU .... '<l"'er,s .

Rt:!oflng · ts\.floor

FICXi.r flo()r Floqr/14tll St RoQf

13!h $1Ri;>cifl14t,ti $t;BH 131hstBH

Tdlill t:oncrete (.2' :,.: 2' wllri$Uiat lon Block!il

'2nd:f)oor. · 7th.'.Ft9Qr

Total 'Ballast

Bth floorft.4th st•Roof 13!!1 ;StR!)Qil14th Sf BH

· rotat Drainage itiat.imd slab pro\eetiQn:@i 1st, FIQor <$ 2i'ltf :FIQcn' Pavets' Rborfr\g a\ Canopy UaCiers, Gutters .. Sp)ash s!Q¢ks. J3t B.uikhea.ds Misc. Roofjng .

RoQfliiij & 07900

· Bd¢ri0riioterior Fire

. ·&·Se.allmt 081 11) Hi)UoWM!!tii, Haroware&WoodDoors

V\bodDoors Piiirii G'rade.l'iotid:core Paint Grade Pocket

HM Doors and :F'rames: # of Apartmel)t Eritry Dljil'' #ofSmgJe l3'0 f!J intetiot) D&f it ofD.ouble t;lOH{ tnte,riot) p&F #of. Single (Pire D&F #or single (f'ire o&F' # oi o.oiiilte O&F # of'Singie 60f{ D.&F #·of.Qoubie EIOH(El<teriot) D,&F

i4M frarn!i• OQfy; Bedr6om.s · Bathroom Ctoseis Ppck.et '

· · Soljn(J Mille[lat for ApMnierit t:iiirailce$

Materialfilt.Exteri6r Doors t ax · ·

Hollow Har!!W;Ir'e lf.Wi.i® •overhead Doors

Garage 'Qii¢mead Doors

at2iio1S

iilth.Sti#t New Yor.k, N'(

NIC

Or) If

4,092 SF

2.o2o sF M 15W s;aao SF

SF 23,q07:;>F

ll,sQSF 2,020· SF 20970SF

s,s1s sF 2,i90SF 1.130 SF 6,935SF 7,852 SF

1 {S ·z 'EA 1 ts

t ALLOW

636·EA 143 EA

OEA

•114 EA 50EA 10 EA 60 EA

0 EA OEA

1.0 EA 4EA

20 EA

WtA 138 EA 362>EA

.OEA

1}4UNITS l 14 EA 14 !=A

$ $

$ $ ·$

$ •$ $ :$' $ $ $ $ $:

$. $: $ $

$ $ $

UidtQost

'3;0o ISF $ 50;00();00 JALLOW $

125':00 lEA $ 100.00 lEA $ tso.oo 1-cA $

soo.Oci 1EA $ 250.06 /EA $ 450;00 iEA $ 30(J:Q[)• lEA $ 40aJa0 lEA $ 600.()() 1£0 $. 400.()0 lf:A. $ 60QlJd rr;:A· $ 200.00 lEA $

75:00 lEA $ 75.00 lEA :$ 75.00 iEA $

100.00 lEA .$

1,500.titi /UNit $ 40;Q(l• lEA. :$ 75:00 .Ji:A $

$

NlC

rotat

226,599

Oare·Cr.e&tiid;. :1t / 1.0/J.3 Pi/zstiD

TOt!l

. l '

79;750 t4;30o

·$7;000 t2 ;5o(l 4.soo.

1$;Qoo

4.000 '2,400 4,000

10,350 P,150

t ?'i.ooo 4,560. 1,d59

"·"'!' 46,6;061

:NIC·

'!'IPble :uc Develop,meot ·

• -Oe$ciiption . ..

ca.nopi Canopy at 13th:Streei CanQilLat14th .street

a;· Sto.t:efmniS · · sioretr(lf;!t

•. Cellar -1st Fioot

& .. J:>!as$·Storefrt>r\t.Doors· -Cellar - tstflqor

AlumliiiJm :&.G!as.s Storefroni:Ooors - Cellar - :1stFJoor ReVoiVii'lQ Door at Main 'Entty Automatic Door Closer at t:ntry

Window Wall w/Siab ·covers, MetaJ ell;: tstFioor .2nd Floor 3rd·thru 6\M'loor 7thi=Joor ·· · 6.til Floc)r!Maih Root 14i(l Street 14th Street au!kheadl13th str¢et Main RoOt

tnteriol'$ Deflned.with

'Sil)gle &'Glass StorefhihiQoots,ana 'at Basement Alumiflom & ¢lass Wan w/S[ilg!e Door at t.obby/Priviite Dining .. Alullil.!ium & .Gia$s'Wall Privaie,Oiriing

. . . Vertlca.l NietaLRavMJCflannel at Lari11n8t!!d Gla¢. LOuvers

.. Pa;u;ts 08!!QQ & Glazing

.Bathroom Mirrors 'ShowerDbQrs Vision'Lite at Stair Do.ors Visiori.U!e at Fire smoke boors

Gla!IS· & Glazing 09001: 'Specli!l 'Finl.sf1es

· :LobbyAiio:waQGe

Fireplace at Lobby Pantry ai·Private ,a\ 1stFioor

.Ailowanc!l . :Bar,& Catering Flan\ty,ai'Celjar T en.arit Storage 'Biey<ile Stqrage Typ.Jcat·comdor,A!towance Reiaii.Ailowance

Flnlshe.S

432'East.14tli·:Street

·NIC

NIC

NIC

NIC NIC NIC

NIO 'NlC

nit UnttCosr Total

1. ALLOW $ l ALLOW $

75,0()0.00. tAl.LOW $ .3s:ooo.oo: /ALLOW $,

75,000

4,0ob$F

1'1 !;A.

PHS. EA EA.

52TSF 3,tOOSF

13.600SF 4;0ob'$F 2,400SF

70SF

$. /SF

$ '3,Qo0.00 lEA

$ 5,000.00 IPR $ so:ooo.OO /EA. $ 5;000.00 . .lEA

$: $ $ $' $ $

80.00 J$.1"' ao·oo /SF ao.qo ISF

ISF 80.00 /Sf, BQ.OO /SF

NIC $ ·340;000

NIO $ 33,000

NIC $ 5,o00 $ 50,000. $ s;ooo ·

$ 42,Hl0 $ 248,000 $' 1 .088 000 $ '3zo:ooo $ 1sz;ooo 1 $• 5,600 .

1 ALtovv :S 1s,oao:oa /ALLOW $ 15 .• ooo NI.C NIC NJC

NfC NlO

t AlLOW' . ,$' 25;000.'00 /ALLOW $ 25,QOO

$

$

tl:fiO/.U O•te ·Riivi:Sed:.

rota!

11o;ooo

2;368,760 ·•

Noll'e tons\1'\i,qil>n'Group, uc A$,qf,RightbeyelppmeJ1\

co.de lr;li!e-t>escrlptton pcywau

· · 'Rough Carpentry B.locklng·& N.•:ll!ers

314" Fire Rated Plywood atiof: Closet$ Tell]pOrary Proteciion Fronts) Temp.orary Protect\oo -)\.flow 2oo Ll)ts. Floor; lristaflation cif Hollow · lns.tanauon offHciilow Metai:Frames flistauwood Doors GraJle · lnstallalionilf Finish ·filstallation ofKKchen Cabinets .• # Uriits lnstallalion. of 'B.aihri>Q!i:Naiinies · · · lnsl'lll'ltiori .ofSo\m(j Ga,si<eling lostallirllori lnst<illation or closetShehiing . lristaliaticiii Ot WQO!l eas.e instailation ·of Tolle! Acce$scirles Jnsiauaitoh pf C\lslom ln:stallatli:!i'i of Window Silis &: Aprons

.or B.ffcild lnstanattcin of 1Mndow sutisills.

Dr)'Wan ri.emising ccimilor .Partfilons lnterior'PariiUonir Ciiase Par:@ons SMf!Wan HumlleKWaliboaid throughoui, Lobby Amenity Retail au·umeads low Wali ,at KIIC/len ):sian<!$ Misc.

F & · C¢l!ing:s:a.i:Ap<iJ:tm¢nts • Cotr:tdots.

Standard Fascia ;at G;!tllj)e JleloW .Resi(!ehtia1 Flo6r 2x4.Qel)iogwllnsulationat Garage

'l!'x4' Celllngs:at B.aC:k-<>f-HOilse·Areas Ceilinital Underside. at Lobby

Misc. J'l!!tnroomWetWall

PTA(AHIJf.C 'SiructtJtal Stu(lWall Mise.

Gypsum Drywa!f

nme. Printed :" 6:i24 PM

4a2:EaSt14th 'Street

of7..1

i'-1!¢

NI.C NIC

·unit ·

1.1.;$ tSFI..RS 35EA

3;600EA 262'EA 679EA 7e1

1;093EA 1J4EA 13flEA t14EA 14 :EA

1;051 LF' 242&2LF ··· ,1$8 lEA

2,024lF 429 U=

2;o24 LF 77;748 $F '31365 SF 96;92'7 SF 26,722 SF 14,260 SF

2.2.!35. SF 41505SF

16550 SF ' 1 EA

1 LS t LS

34,029SF s:250SF 2,:!80U'

138EA 226EA

11;550SF . '1 LS,

s 1s;ooo.oo ILS $. i5oo,oo ;FfL. $ t'iA $ s:oo lEA $ 125,00 /f:.A $ 1.25.00 1EA $ •100.00 JEA $. 100:00 lEA, $ 6go,O!J lf!A $ 200.00 lEA $ . 50:00 JEA $ 50.00 ./EA. $. 3:00. /LF $ 1,50. /LF '$ 1w:oo /EA $ 1.50.00 lEA $ •tOO itF .$ 2.00: /LF :$ S.oO /LF

:$ 5.00' /SF $ 5:00 /SF $ 4.00 )SF $ S:5ti [SF ·$' Sc50 ISF

$ /Sf' $ 1/iOO i$F $' ·1.so /SF. $ 2o;ooo,oo lEA $ 1.01000c00 /L.S $ 5;000,00 ILS

$ 5.00 /SF $ $.0() iSF $ 35,0() II.,F

$ s,.QOO:® ILS $ 7;500:00 ,iJ;A

$ .150;00 lEA $ 15MO: lEA $ 12.0o: /SF $ $; omioo !LS

Total

$ 15,000 $ Q,OOO' $ >16;2/iP s· ·1a.ooo $. $ 1.0$;8.7S: $ 78,100 $ 106,;300. $.· 68,400 1

$ 27,600 $ 5)00 $· 7,00 $ 21,1$3 $ 36,393 $ 20,700 $ 20,700

s 1o:tzo s 3ssf <lo $ $ 387,707 $ 146,971 $ NIC . $ 34,275 $ $ 24,625 $' is,oqo $ 10;000 $ 5,QOQ

$ 1'70,143 $ 2!),250 $ 79,800 NIC NIC $ 5,00(}' $ 7;500

$ ' 20./'Q(} $ 33,90Q $ 1.3MOQ $ SJJOO

.$'

Creii.t!'!d : U / 20/13 oate

Q&.

Noble Construction Group, LLC As-of-Right Development

Code Trade 09300 Ceramic Tile

Dale Printed: 3/2/2016 Time Prlntedz 6:24PM

Descri(!tlon

Kitchens Flooring

Ceramic Tile Kitchen Flooring (lhinset) • Material Ceramic Tile Kitchen Flooring (thinsel) • Installation Regupol Underlayment at Floors 114" Zinc Transttion Strip

Backsplash Ceramic Tile Backslash Full Height • Material Ceramic Tile Backslash Full Height • lnstallatoln

Countertops Honed Absolute Black Countertops • Material Honed Absolute Black Countertops • Installation

Bathrooms Flooring

Ceramic Tile Bathroom Flooring (thinset) • Material Ceramic Ti le Bathroom Flooring (thin set) - Installation Walerproof Membrane • Lallcrele Hydroban Ceramic Tile Base • Material Ceramic Tile Base. Installation

Walls Ceramic Ti le Wet Wall at Shower (Full Height) - Material Ceramic Ti le Wet Wall at Shower (Full Height) - Installation Ceramic Tile Wet Wall at Tubs (Full Height) - Material Ceramic Tile Wet Wall at Tubs (Full Height) - Installation Ceramic Tile Full Height at Wet Wall Only- Material Ceramic Tile Full Height a\ Wet Wall Only - lnstallalion Ceramic Tile TrimiBullnose - Material Ceramic Tile Trim/Bullnose - Installation

Countertops Carrara Marble Vanity Top (Single). Materia Carrara Marble Vantty Top (Single)- lnstallatior Carrara Marble Vanity Top (Double) - Materia Carrara Marble Vanity Top (Double) - installatior

WID Closets Ceramic Tile Washer/Dryer Flooring (thlnset) - Material Ceramic Tile Washer/Dryer Flooring (thinset) - Installation Ceramic Tile Base- Material Ceramic Tile Base- Installation 1/4" Zinc Transition Strip

Back-of,House: Trash Compactor Room:

Ceramic Tile Floors w/Base Ceramic Tile Wainscot

1st Floor Service Area Ceramic Tile Floors w/Base Ceramic Tile Wainscot

1st Floor Vestibule off Service Area Ceramic Tile Floors w/Base Ceramic Tile Wainscot

Refuse/Recycle Room: Ceramic Tile Floors w/Base Ceramic Tile Wainscot

Back-of-House Bathrooms - 2 Fixture Cellar 1st Floor

432 East 14th Street New York, NY

Page t1 or21

Date Created: 11/20/13 Date Revised: 02/26/16

Version Number: 06

Unit Unit Cost Total I Total 1/

NIC NIC NIC NIC NIC NIC Inc Inc

5,016 SF $ 15.00 /SF $ 75,240 5,016 SF $ 7.00 /SF $ 35,112

4,560 SF $ 25.00 /SF $ 114,000 4,560 SF $ 30.00 /SF $ 136,800

3,450 SF $ 6.00 /SF $ 20,700 3,450 SF $ 6.50 /SF $ 22,425 3,450 SF $ 6.00 /SF $ 20,700 2,760 LF $ 5.00 ILF $ 13,800 2,760 LF $ 3.00 ILF $ 8,280

0 SF $ 5.00 /SF $ 0 SF $ 6.50 /SF $

9,108 SF $ 5.00 /SF $ 45,540 9,108 SF $ 6.50 /SF $ 59,202 5,520 SF $ 5.00 /SF $ 27,600 5,520 SF $ 6.50 /SF $ 35,880

NIC NIC NIC NIC

828 SF $ 35.00 /SF $ 28,980 828 SF $ 30.00 /SF $ 24,840

0 SF $ 35.00 /SF $ 0 SF $ ·30.00 /SF $

1,026 SF $ 5.00 /SF $ 5,130 1,026 SF $ 6.50 /SF $ 6,669 1,026 LF $ 5.00 ILF $ 5,130 1.026 LF $ 3.00 /LF $ 3,078

Inc Inc

700 SF $ 15.00 /SF $ 10,500 180 LF $ 15.00 ILF $ 2,700

NIC NIC NIC NIC

NIC NIC NIC NIC

1,000 SF $ 10.00 /SF $ 10,000 2,600 SF $ 10.00 ISF $ 26,000

2EA $ 2,500.00 /EA $ 5,000 1 EA $ 2,500.00 /EA $ 2,500

Noble Construction Group, LLC As-of-Right Development

Code Trade Oescrtptlon Retail Bathrooms - 5 Fixture

Cellar 1st Floor

Locker Room at Cellar Ceramic Tile Floors w/Base Ceramic Tile Base

Jantlor Closet at Cellar Ceramic Tile Floors w/Base Ceramic Tile Base

Laundry Room Ceramic Tile Floors w/Base Ceramic Tile Base

13th Street Elevator Lobby at Root Ceramic Tile Floors w/Base Ceramic Tile Base

Marble Saddles Apartment Entrances Bathrooms Trash Rooms Fire Stairs Fire Smoke Doors

Ceramic Tile 09550 Wood Flooring

Wood Flooring (All Rooms Except Bathrooms and Kitchens) Wood reducing strip

432 East 14th Street New York, NY

Protection of Wood Floorina bv Floorina Contractor (Includes Paoer Coverina Only_ Wood Flooring

09650 Res!Uent Flooring Misc. Locations

Res!Uent Floorlna 09680. Carpeti ng

Public Corridor Allowance Public Corridor Carpet Base Allowance Bedroom Allowance

Carpeting 09900 Painting

Apartments (Walls and Ceilings) Covercoat Ceilings @ Apartments Corridors Stairs MER Rooms/Back of House Exterior Railings, Ladders, Etc. Paint Floors at 1st Floor Service Areas, Vestibule) Painting Parking Lines, Arrows, Etc.

Painting 09950 Wall Covering

Wall Covering Allowance Wail Covering

10425 Graphics

Graphics

Oate Printed: 3/2/2016 Time Printed: 6:24PM

Graphics Allowance

Page 12 of21

Unit

2EA 2EA

NIC NIC

NIC NIC

NIC NIC

120 SF 50 LF

114 EA 138 EA

14 EA 60 EA OEA

78,257 SF Inc Inc

1 LS

729 SY NIC NIC

114 EA 114 EA 15EA 4EA 1 LS 1 LS 1 LS

NIC

NIC

1 ALLOW -----

Unit Cost

$ 6,000.00 /EA $ $ 6,000.00 /EA $

NIC NIC

NIC NIC

NIC NIC

$ 15.00 /SF $ $ 15.00 /LF $

$ 100.00 lEA $ $ 75.00 /EA $ $ 100.00 /EA $ $ 100.00 /EA $ $ 100.00 /EA $

$ 6.00 /SF $ Inc Inc

$ 10,000.00 /LS $

$ 50.00 /SY $ NIC NIC

$ 1,500.00 /EA $ $ 1,000.00 /EA $ $ 5,000.00 /EA $ $ 7,500.00 /EA $ $ 10,000.00 /LS $ $ 5.000.00 /LS $

2,000.00 /LS NIC

NIC

$ 20,000.00 /ALLOW $ ----

Total

12,000 12,000

1.800 750

11.400 10,350 1,400 6,000

-

469,544

10,000

36,458

171 ,000 114,000 75,000 30,000 10,000 5,000 2,000

20000

$

$

$

$

$

NIC

$

Date Created: 11/20/13 Date Revi1ed: 02/26/16

Version Number; 06

Total

801 ,506

409,544

10,000

36,458

407 000

20,000

Noble Construction Group, LLC As-of-Right Development

Code Trade Description 1 0800 Bath & Toilet Accessory

Apartment Bathrooms Toilet Paper Holder- Grohe Ondus 40 377 Towel Bar- Grohe Ondus 40 381 000 Robe Hook Soap Dispenser Shower Curlain Rod Custom Back-Itt Medicine Cabinet Standard Medicine Cabinet

Back-of-House Bathrooms Toilet Parlitions Urinal Screens Toilet Paper Dispenser Paper Towel Dispenser/Disposal Soap Dispenser Tined Mirror Coat Hook

Tax Bath & Toilet Accessory

11170 Compactor Trash Comoactor

Compactor 11180 Rubbish Chute

Refuse Chute /24"dlameter - # Floors Rubbish Chute

11450 Kitchen Appliance Apartment Appliance Allowance

Refrigerator- GE GBS20ESHSS Range - GE JGS650SEFSS Range Cord Microwave Over Range - GE JNM3161RFSS Dishwasher- Blomberg DWT54100FBI Dishwasher Cord Faber integrated Collection- AGI030BK Washer- Bosch WAT28400UC Condensing Dryer- Bosch WTG86400UC Stacking - Bosch WTZ2041 0 ice Maker Garbage Disposal

Amenity Appliances Refrigerator Range Range Cord Microwave Over Range Dishwasher Dishwasher Cord Ice Maker Wine Cooler

Private Dining at 1st Floor Refrigerator Microwave Dishwasher Dishwasher Cord ice Maker

Commercial Washer/Dryers Tax

Kitchen Appliance

Date Printed: 3/2/2016 Time Printed: 6 ;2<4 PM

432 East 14th Street New York, NY

Page 13 or2l

NIC

NIC

NIC

NIC

NIC NIC NIC NIC NIC NIC

Unit Unit Cost

138 EA $ 200.00 /EA 138 EA $ 300.00 /EA 138 EA $ 50.00 /EA

138 EA $ 100.00 /EA 138 EA $ 750.00 /EA

3EA $ 600.00 lEA 2EA $ 150.00 lEA 7EA $ 75.00 lEA 7EA $ 250.00 lEA 9EA $ 50.00 /EA 9EA $ 150.00 /EA 9EA $ 50.00 /EA

2 EA $ 15,000.00 /EA

15 EA $ 2,500.00 /EA

114 EA $ 987.00 lEA 114 EA $ 1 ,034.00 /EA 114 EA $ 25.00 lEA 114 EA $ 217.00 /EA 114 EA $ 467.00 /EA 114 EA $ 16.00 /EA

114 EA $ 724.00 /EA 114 EA $ 724.00 lEA 114 EA $ 22.00 /EA 114 EA $ 50.00 /EA

1 EA $ 1,500.00 /EA 1 EA $ 1,500.00 lEA 1 EA $ 25.00 lEA 1EA $ 500.00 /EA 1 EA $ 500.00 /EA tEA $ 25.00 /EA 1 EA s 750.00 lEA 1 EA $ 1,000.00 /EA

Total

$ 27,600 $ 41,400 $ 6,900 NIC $ 13,800 $ 103,500 NIC

$ 1,800 $ 300 $ 525 $ 1,750 $ 450 $ 1,350 $ 450 $ 17,734

$ 30,000

$ 37,500

$ 112,518 $ 117,876 $ 2,850 $ 24,738 $ 53,238 $ 1,824 NIC $ 82,536 $ 82,536 $ 2,508 $ 5,700 NIC

$ 1,500 $ 1,500 $ 25 $ 500 $ 500 $ 25 $ 750 $ 1,000

NIC NIC NIC NIC NIC NIC $ 43,676

$

$

$

$

Date Created: 11/10/13 Date Revised: 02/26/16

Version Number: 06

Total

217,559

30,000

37,500

535,800

Nobll\

:oascriptloo 114611 Kitc!;loo .S.VMI.ties

Kitchen$ -.ciulin$tA119W>ince. - ;Opel'\ Shelving - ''Wiog":Paner at"L"K"<;h.eos - Panel · · · · · · · -End ·Paool;at ·(3all,ey l(ilthe!Js

432c<Easf14thStreet Ne.W NY

-:Finished Panel11t LpwV\faJiii. Side PaneJiirGall(\y Kit¢hen$·(f'acing LlvlnQ Roof11s) <2rid End Panel Reffigaraiors

Bathrooms · ... · · · - s lngrev anityAiiowance "Ooo,lbleYar.i»vArio'ff<!iiee Tal( ..

"'Vanities ··

·· · · · Wiijdo\ii Trea.tments

14210 ,Eievatoril

Elevators

Residen\iaiEievat,qrs Flocks c thru'B (1 Eievatcr) Floors 'C thru:li.{1 Floqrs c 1.f\nJ 7 trey<i{or) Cl,lb . . . . . Entrances (Single at Typ; Floors)

(S(aioies'$ Steel :ati_obb:t) Retail Elevators ·

Floor5¢::1htl! 1 cal:l A11owan<;ii . . e'ntrem;!ls (Sfngle Speed E!aked•E.nam!lt.!lt TyJl Floors)

. EntraMe.s (Stailiiess:$teerat Lobby) ·

u 1461 o liolst 11< .ert!lge . . . .. . .. :DuaLRacK & Plnoon Holst Lt'iading Dock :Prdiectkin or Ad)a9ent

Bridge Holst .s. erlclg"

t5200 Plllmblng

:3/1/1016 . ftme: P.rln-t.ed: · 6:24 ,PM

$,ervices. Ftcm; $', Blli!diilg Lin!!, New Service · N.ew VV<J.Ier $e1Jiice .New Fire Ser..tice .New c;as - 'By .U)mty,Compi!fl). House

Plumbing l'?quiprnent Sewag.e.qj,ec:io!§ . . . 'Dupiex Tank:FiljJ>urnP (TFP•f&2) Dl)pia)( Booster Pvmil ·

Eili\ldlng V\lat.er Heaters (N\NH-1 ,south Build.ing (SV\'H-1&2) sump P.umps · Mlxil;g Valves

. circt.tl<!tihg ·Ropf, Garage ·PiumP'ing•i=ixture,Aiiowance

water Closet$ - N.o :Spec Lavatocy - KohlerUndercountefKathiyr

Gr'i:ihe WaletPafe •'20 :209 oo:;

Unit

1.14 !';A. tt4EA

N!C l 14EA

NIC. 1.ALLOW

N!C

138'EA OEA

Nrc

10. STOPS. 9 STOPS

'16 STOPS' 4 ALLOW

-liic Joe

NIC NtC: NIC NrC:

253.LF ·2EA 1 .ALLOW

2;"13 .LF

2EA 1 .EA 1 EA

NIC ZEA 2EA ti;'A 1 !:A 2EA 2EA 4EA

Inc '(ilc

47 EA

138 EA 13$.EA 138EA

'lt/2Dit3 9-iti:6/16

VersiOn N!l.inbl!:n:rn;:

·unitCo.st Total , . . Tot;il

$ 2,500,.00 lEA $ SOO.QQ lEA $, 57,000

NIC $ .:iOO:Q{i tEA '$ 22;600 .

NIC' $ tq:pdQ.ob .IALl.OV\1 $ 10 • .000

NIC

$ 3i)O.OO lEA $•. 48.,300 $ sottoo IEP, $

$ 37,550 $• 460,.650

NIC . NIC

$ zMd(l.oo tsroP $ 200,000 '$ 2o,ooo.oo tstciP $ 1ao;ooo

: 32(),000 .80,000

ln.t Inc·

NIC NI.C NIC . NIC

I$ 780;000

$ 1 ,250:00 ./LF '$' $ 15,000.00 ./EA $ 3o.Pdo $ tQ(i,OOO.OO' iALLOW $' 1Qp,Qf')O $ .68.;250 r$ . 514;S.OO

$ $ 5o:qoo $

25,000,00 /EA $ .2S':ooo NIC

$. 15:000,0(} lEA $ 3o;ooo ;$ 15,00000. /EA $ 3a;ooo .$ zs:ooo.oo fJEA $ 2s:ooo $ 25,000.00; lEA $ >25;000 '$ 2s.ooo.oo. tEA $. .so. ali() $ 25,000.00 lEA $ 50,000 $ 5;000.0[) J'EA $ 2q',bbo

lm:. Inc

$. 2,000.00 lEA $ 94,188'

$'' ;25G;(JD /i::A •$ $ aso,oo 'FA $; '46:3.00 $ i200.00 iEA $ 2Moo

;i>!ol:>fi! C:<iil$®Ction Gt<iUp; lLC

I C()ife - c Trade.,

Pl.ull)blng

l'e(!illlal Fa.uoet aathtuiJ , American Standard x •32" w/Aprorr Showersy,stem , · · · · · · 'ShoW!lr+tead 27 8os ()oo: Hand 'Shower., •Grohe 28:34'1 OoQ 'rub Filler" Grptie:i3t6•HiOO f:larance Vai.V!>!· Gibhe t9 34.7 ooo t!i\tiorter an<lVaiveset. qrohe · s.ho)Ner:P<:!n. ShOW!lr:Faucet Kijcll!lntiink,.: Moen Bl<lcl<$iilk Kltcl)en Fauc.;,J.- 1\116e(l al.i;iek Sihk Fil@ef

piq()ipingF1XturesAPartmen!$'(RoQgh Qnly) 1,1\/li!W · - · LavatotiesW/Fau.cet Pedl$1al · · ·

i;JiJd :Dfvertet ShOwetwtFaui:E!t

Sirlksw!Fa.u'C:et :Plumbing Roughing

Dishwasher - · · Ice. Maker Gas Range Gas PTAC Units Garbage Disposal ·CommeiclaliiVashers CommerCiaLOryers . MechariieafEqtijpmeni Coffee Macliioe Gas tor'Fireplaee at :ootdOC>r atRqoftop Terra¢(i Qutdoor Shqi!M' afRpQttopierraqa

$!1rvl¢(i ai Cellar Servlea Sin!';: at RetaU ai Cellar& 1st Floor Ph-lfllbing Rough'f<it:AtnEinJty:space$ - LouriQ\' at (RMge; Sink,Dishi.Vi!sber] -.PrcNi;!iEi Oinipg atLOIJ.I:)y_(Refr:iQ.etal:or. tce.Maker, :Sirik, Dishwasbe(

Plumt>ing Rou9h Drii'ikind J=Ojjn!ain at .BacK'<WH.ous.e eiltt:u:ooms • 2 Fixture •CeU13r ·1st Floor

Retaii - 5 Celll!t 1$1Fipor .. .

Unllf'!rgrt'ljj.IJd Piplng:AIIr:lWance 'ftir'-F:utUre Retail lt154J;liion ill Plpiryg Oeten.tion TanK ·· . $Wimmit>g Poof.CiJi'lnections: itrigatibh H9ok'Up$ Misc. Plumbing -

JIT53DO Fire ProtecUbn_

3#}291-6 · 6::24:PM

New Fire Pllmp and Co_iltrouer .Jockey P(lmp Rre

street 'New York, :NY

U.rilt . OEA C!E:A

138 E:A '$ tba i;A $ 138 EA •$ t3a $ 1_38 EA $ 138EA ,$ 11!8 EA •$

OEA- $ 0 EA $

·114 EA. $• H4EA IS-

t3B EA $; 138 EA. $;

·oEA 1.38. SA $

DEA $ 1t4 EA $

h4 :gA $ 11<fEA. $ f14 :EA. 196-EA.

NIC 6EA $ A'EA $ 1 lS $ 1E!A $ jEA $ 1EA $ 1EA $,

NIC 11:A $ ZEA $

'1 .l$ $ Nl9 NIC

16;\ $

2 .EA $ 1 .!0A $ 2EA -$ 2&. $ 1 Al.LdW $-

Inc, rALLOW $

-NIC 1. L$ $ 1 LS. $

1 EA $ iEA $: 2EA $

Oate:.triatetJ:: tl{20(t_a

'UnitCos.t · Total I Total lEA $ iEA

1,000:00 lEA $ 138,000 275;0{1' lEA $ 37,sso 90.00 lEA $ J2A2o

100,00 lEA $ 13;$00 11.0;00, lEA· $ 15;-18!1 ns.oo !FA $ 24,150 1'7-5.00· /EA $ ;24,150 25.0 .. 00· lEA $ 35MO lEA $ .4.00.00 lEA $ 350.00 tEA $ .J9,9Q.()

2,000;00 lEA ·$ 2,()!JO;oq i!:A. $ 276,000

lEA $ 2;aoo,oo tEA $. 276,000 2,qop:po !EA '$ .2;qoo:oo tEA ;$ 228,000

70Q;O() lEA '$ ' 79;800 s()Q,OO tEA $ 57:ooo· a.QO;QO /EA :s 91,2_00 I 800;00 )EA '$.- 156,800

NIC t.soo.oo rEA- 15,000 2.50.0.00 /EA $.' 10,000

.25,()00.00. ILS $ 25,0.00 1,2q0.00 :lEA .$ 1,250 2.500.00 lEA $ 2.500 5;000.00 lEA $ 5;000 Z5oO:OO lEA $ 2,500

NI.C 2,500:0.0 .lEA $: 2;500 2;500;oo lEA $ 5;000

lMOO.OO ILS $ 1a;ooo NfC NJC

3,500.00 lEA $ 3;500

5;000.00 lEA $ 1o;aoo 5,QQQ:OO $A $ ,5,ooo

1 t.soo.oo tEA $ 25,(100 1 ?.$00.llll lEA $ 2S,(IO(l.¢Q' /ALLOW $

rnc tALLOVV $ 20,000

NIC 5;000:(10 ILS $ 5,000 5;ooo.oo tLs $ 5',000'

•.. ·• · I$ 2 •.

50;006:00 /EA .$ so-.ooo 25:,000:{)0 !SA $ 15;0il(l;OO lEA -$ 30,00()

ltC As-t!f•Right Devei6pi:J1¢nt · ·

C!>de <rradl! · . DeiSt:;rii>Uon :o,YValve As5embly. . Fiii.or Control Valve Assemblies .New'Spiiokler:Heads 'Trash Compactor:C!>nlrcii Ya.lv!'l . Chuie Riser · · · · · Standpipe Risers & $econdary Tank -11 :oqo Gallon Lobby·Sprinlder fiiead Cabiriel · LOt> bY i-J¢se Cabi!lel ·Mise, fire Protection

Fire l'rotl)etion. HVAC

:oare 3/2/2016 ·n fr!e.:P.riote<f: .&.i4 P:M

RTI.l:CsA,.1.·, ·vpper Roof ;.Anno RTI.l"CSA•2•·•u'pper Roof- Anno

:Eiil:lavstFans · TEF;1 :1 U:Ro<if/Tollet Greenhec!< TEF-1-:2· • U.RooffToilet '• •Greenheck

" RoofiToflet- Greenheck · · TEF•Z.2 " Roofitoilet • TE:F•Z3- ROllf(Toflet • TEF-2.4.- RoofiToilet • Orelinheck

• •

JpF-?.7- Roorlloliet • Grlilllihe¢k

KEF'2c1 -R®fli<itch.en • 'Gteei'iheck kEF'"2. :2 • Root/Kitcheo.. TEF'G.1 -·G.Fioor/Ba.throoirrs • Gteenheck GEf·C:1· ce'll!ittVIirloU,S. i sF-C.'1 . celtarllaimdcy • .Greenheck .LEF·CJ - ceuarflauMrv • TRF-1 • Rciofffrash .Roorrh Greehhetk ·TRF-2 • Roofmas.b GEF"R.t . R66f1Pull)p :Rooin • Gr.eenhec.k

VRF systems . · ·AC-A:8:1•1 -8th Floor ' Oaikln .AC.A.e;t.2 • . ath.Fioor ' AC•B:8,t•1 " 8th Floor ; 'Dalkin Ap-:s,8:t•2 " 8lh Floor. ACcB:!M•3 • 8.\h Fioor•.IDaikln .AC-bJi.i-1 ··s.tti FloOr. -:oaikin

slh F=tciC.r .• oi.ni1ri Ac.;oi i ,3 -6th Flbor- b3ikih .AC•A7.1-1 • :7th Floor, OaiRin :AC,A7c1•2 •7th.FIC!ilr·• Daikio

• 7th'Fiooi • Oaikin AC·B .. 7!h2 •7th Flo<ir 'Daikln AC:R1;1.3., 7thF.Ioor'.-Daikiil

• 7th Floor. Daikin AC'D.7J•2 -7th Fklot • 'Daiklo Ac•D:7:1•'3- •7th Floor• Oaik.ln AC•F.7.2-t, 1111 Floor- Daildn

. tih Fl60r-AC-E.7.2-t- 7th Floor· A¢·E.Y:2·2.- 7thfloor - b.aikin. Ac-A.1•t -1si'f'loor- oaikin AC·A,l " .1 sd=toor - Daiklo

432 l4thStreet

.it

: c.Un.lt 'NIC·

20 EA $; 1,482 . 2EA '$

2EA $ 4.EA $ ZEA '$ 1 EA $: f EA $ 1 t:s $

lEA $. 1 EA $.

rEA $ 1EA $ n:A $ tEA $ lEA $ 1'EA $ iEJ\ $ 1EA $ 1; lOA· $ 1 EA $ 1.EA:. $ 1. .EA $ 1·EA. $ 1 EA . $ 1 'EA i ·1 EA $ 1E.A $ 1 EA . $ 1. EA $

1.EA $ 1. EA $ 1 EA $ '1 ·EA $ 1 ·EA $ 1EA $ 1 EA $ 1 EA $ 1-EA $ 1''EA $ tEA $ 1EA $. 1EA $ tEA $ 1EA ·$ 1 EA $

•$· 1 EA. '$ 1 EA $ 1EA .$' 1 .EA $ 1EA .s

Unit Cost NIC

2.5o.o:oq lEA $ .. 1'50,(i(). lEA. $

2,5QO,(JO I.EA $ 10,QOO,.i:IO. lEA $ 51:i;(IOO.OQ lEA. $

lEA $ fEA $

S;'oop,OO /EA $ 10,00Q.OO ILS $

zs;oo.o,o.o. lEA $ zs;poo.OO lEA $

·S:ooo;oo lEA. 6,000:00 lEA $

reA •$· 6;(1{)0,()0 IE:!\ $ s:ooo.o.Q rfi.A \$ 6,()()0;()() lEA · .$ 6,()()0.00 IE;\: $ 6,l)(JP:OO lEA $ G,OOO:QO iEA ·$,

$ •$.

(l,OOO,OO lEA '$ ·s;ooo .. (K). lEA $ 6,lJO():OO lEA $ 6 .000.00 .lEA .$ ·6;000.09 .lEA $. s;wo.oo /EA. $ ,6,000.00 /EA. 6.000.0.0 lEA

a.,soo.oo lEA $ •s.;soo.oo. LEA. $ a ;&oo:oa lEA $

00 lEA $ a.soo.oo lEA $' 8;500.0(l JEA. $ 8',500.00 iEA $

$ tEA

8.50bOO :lEA $ ,8,500;@ lEA $ s ,so.o,oo lEA

,'JEA . $ M!)O.oa lEA $ MOMO/E.A $ B,qOQ;OO iEA $ .e;soo,oo lEA $ 8;500,00 lEA $ 8;500,00 lEA s a;soo:oo /E:Pi $ a,son.oo· tEA $ a;wo;oo lEA $

Tatar so.ooo

.2>!.2.2.32 5;000

20,000 200,000

50.,.000 2,500 5000

10:ooo 1$

25;QOO 25.0()()

6.(1o.o 6,000 6,000 13,00.0 6,000 6,ooo : 6,0.00. 6,000 6,000 6,000 : 6,000 ' 6,000 6,000 S,OOO s,ooo . s,oo.o 6,000 6,000

a,soo .8.500' 8,500 ' a,so.o e,so.o · 8,So0. ' 6,500

a.soo.•,· i\,S(lO. 8;500 8,500 lt9Qo 8,(\0(l MOO a.soo . a ,soo: a·,soo· 8;500 :8:soo .a,soo• 8,500

jl/.i 0/ 13 Oatc 01./ 26/16

o6"

total

.6.69;1:32

:Nopfe.;constructliliiGrO:uji, tlC As-pf•Right Dey¢foplfient

Coda .. · ' lr'a<fe --Des!>ripUon

:Oa.tt Printed:

AC-M-3, AC,B:-'1-t - ·1¢tFioor; Di\lkio AC,.L.1 " 1St• FiciQr·< Oaikfn AO•LG-.1 ; .fstFioor , Oaikln

AC-GYM:1 A:;eliar • AC-GYM:t - Ceiiar- OaiKin

.. AC-$L.1- Cellar -. Air Coplett:Co,ncle.IJ'$Ing \Jnlts . . . . . .

ACCU-B,.BJ•2 A¢ptf.() .. a.H ACCU-A.iYi Ai;;C(M3)7.1-1 AC(;U-13.7,1"2 ACCU-0.7, 1 ACC.U-F.7:2-1 ACCU-E.7.2c1 ACCU•A.t-1 ACCU•B.1•1 ACCU-U ACCU•LC3:1 'ACCU"BCi1 ACCU•GYMJ1 Accu-su

Gas PTAC Units w/CO PTAc-A:-·Apls. isiimdaire PTAP..B•Apts, 'lslandaire PTAC>c -Apfs, •lsiandalf'!' PTAC;D

Quet .Heaters di-;IC,A. DH¢'s

Eieetilc Heater . .

EH-'1,t

'UH·A UHR'C

Eie.,:tl)p l'jeater's E6i;M saH,c

13Qiler .• Boilers .. - Cfln!rff\!gal Pumps .. -Piping -ControlS' buclwori< -tOiiet Exhaost Risers - klicblln Ri$ers - corridor Exha,;st . • . - Sti<it. PresWHzatioo - H.oqms • MecnanicaiRociriis ; Lobby

432 .. •. :Nv

Pirge 17 ofll

N.IC NiC NIC NIC t>JiG

NlC

:Unit 1EA .1EA 1EA 1 .EA 1EA 1 EA 1EA 1EA

1 EA 1EA lEA 1 EA l EA 1EA 1EA 1EA 1 EA tEA 1EA 1EA 1 EA 1 EA 1EA 1EA 1EA

ii4 EA 74EA 57; $A 11 EA

tALloW 1' ALi.o\iv' 8 i:A. 2i:A zi:A

20 I:A SEA

12 EA.

22 EA ilEA 2EA

zr;A 2EA 11:A

11}20/13 -C!J./?.6/tr.'

.NUmber; oG

'Unit:C:Dll1 · ·rota! · I Tota.l ,, 8,5QO.OQ $ ·,a,soo

-$ $ '8;,500 ,500;.00 lEA $ ;8,$00

ll,SQO..QO; lEA $ 8;500 ,$ !l.S00.90· lEA $ I:I;SOO. $ tl,liOO.O.O /EA $ e;soo $ a:soo;oo. lEA $ 8;500 $ !l ,?O(LOO• lEA $ 8,500

'$ 11,ooo.:oo· tEA H ,OOO '$ 11 ,000 .. 00 lEA $ 1(000 $' u;ooo:oo-ir:A $ 11,000 $ n.ooo.oo' iEA $ 11,000 '$ 11.000 . .00 lEA $ 11 ,000 .$ 1-1 ,ooo:oo lEA $. H ,OOO $ 11 ;ooo:oo lEA $ 11:ooo '$ 11 ,000.00 lEA $ 11. •. 000 $' tt;ooo.oo tEA $ 11,000 ·$ 11 ,ooo:oo tEA. $ 11,000 $ 11;d00:06 lEA, $ ti .. ooo $ 11 ,ooo,o() tEA 1'1,000 $ ' t-1,000,00 lEA \1,000 '$ 11.9oo:OP 1$A ti.,OOO ·$. 11 ,()00,00 lEA $ 11 ,000 $ 11.,000.00 . fEA $ 11,000 $· 11 ,ooo:oo 1r;A $. 11 .. 000

.$ 1 ,sso:oo lEA $ ·99,9()0 $- t,eso:.oo ;EA $ 1'36,900 $ 1,850.00 lEA $ 105."\50 $; 1,1350.60 fJf,A $ iil.350

$ 5,000.00 /ALlOW $ s,OQO ·$ s.ooo,oo IAL..V)W s;qoo $ lEA $ 4,qoo $ 500:.00 /EA $ 1,000

$ soo .. w lEA $ 1,000 $ SOO.OQ lEA. $ 1(),000

$ 500.00 JEA $ 3,000 $ SOO.oO/EA $ ;6,000

N!C NJC NiC NfC Nib

·$ 17,5()0 .ell . lEA $ aas.ooo ;$ 18,500.00 /EA 148;000 $ lEA 70,do() $ 2b,bob.o.o tEA 40,000

Ni.C $' zo.odd.oo /EA $ 40,IJOO $ 1E;A $ 5().000 $ 25,obo.Oa lEA $ 2s;oop

Noble Construction Group, LLC As-of-Right Development

Code Trade Description -Amenity Space - Back-of-house - Exterior/Goosenecks Cooling Tower for Future Retail Allowance for 8" CWS/R Risers for Future Retail Cooling Tower Diffusers , Returns, Registers, etc. Linear Diffusers Dampers Louvers Control Wiring and Thermostats Start up and Air Balance Commercial KHchend Exhaust Risers Vent illation for Cellar KHchen

HVAC 16100 Electrical Systems

Date_ Printed: 3/ Z/2016 Printed: 6:24 PM

New Electrical Service and Switchgear New Electrical Panels and Breakers Emergency Generator General Power and Lighting

AmenHy Space Lobby Retail Apartment Breakdown

Total# of 0 Bedrooms Total# of 0 Bedrooms+ Total# of 1 Bedrooms Total# of 1 Bedmoms + Total# of 2 Bedrooms Total# of 2 Bedrooms + Total # of 3 Bedrooms Total# of 4 Bedrooms

Rough & Connect SHe Improvements

Cellar Light Court - ELIMINATED Irrigation System Lighting Allowance

Ground Floor Plantings Irrigation system for plantings in planter5 Lighting Allowance

2nd Floor Terrace Irrigation system for plantings in planter5 Lighting Allowance

Main Roof Outdoor kitchen and bar Irrigation system for plantings in planter5 Lighting

Automatic Door Closer at Entry Fireplace at Lobby Pantry at Private Dining at 1st Floor Bar & Catering Pantry at Cellar AddHional Floor Boxes at Amenity/Lobby Custom Back-IH Medicine Cabinet Trash Compactor Amenity Appliances

Refrigerator Range Microwave Over Range Dishwasher

432 East 14th Street New York, NY

Page 18 or21

NIC NIC Inc Inc Inc Inc Inc Inc NIC NIC

NIC

NiC NIC

NIC

NIC NIC

Unit Unit Cost 1 EA $ 25,000.00 /EA 1 EA $ 25,000.00 /EA 1 EA $ 8,400.00 /EA

1 LS $ 100,000.00 /LS 1 LS $ 100,000.00 /LS

4,505 SF $ 20.00 /SF 2,285 SF $ 20.00 /SF

16,550 SF $ 1.50 /SF

28 EA $ 6,000.00 /EA OEA /EA

61 EA $ 8,500.00 /EA OEA /EA

25 EA $ 11 ,000.00 /EA OEA lEA 0 EA /EA OEA lEA

1 ALLOW $ 1 ,250.00 /ALLOW 1 ALLOW $ 1,250.00 /ALLOW

1 ALLOW $ 1,250.00 /ALLOW

1 ALLOW $ 3,000.00 /ALLOW 1 ALLOW $ 1,250.00 /ALLOW 1 ALLOW $ " /ALLOW 1 EA $ 2,000.00 /EA 1 EA $ 2,500.00 /EA

6EA $ 1 ,500.00 /EA 138 EA $ 250.00 /EA

2EA $ 2,500.00 /EA

1 EA $ 500.00 /EA 1 EA $ 750.00 /EA 1 EA $ 250.00 /EA 1 EA $ 400.00 /EA

$ $ $ NIC NIC Inc Inc Inc Inc Inc Inc NIC NIC

$ $ NIC

$ $ $

$ $ $ $ $ $ $ $

NIC NIC

$ $

$ NIC

$ $ $ $ $ NIC NIC $ $ $

$ $ $ $

Total 25,000 25,000

8,400

100,000 100,000

90,100 45,700 24,825

168,000 "

518,500

275,000

"

"

1,250 1,250

1,250

3,000 1.250

2,000 2,500

9,000 34,500 5,000

500 750 250 400

$

Date Created: 11/2 0/13 Date 02/26/16

Version Number: OG

Total

1,820,000

Nobl_e Grqup, LlC As,of;R(ght.Developmerit

·•

O,.to> _Prl_rited; 3/2/iilis ·6:2a:P.M

WineC6ol$( Priv'aie Dlning.att$t FIQQr

R_efrigeratot'

DishWasher

Fl<iots C thru ·R (1 Elevator) Floors 'C E:lelltiiod Flo6rsC thru 7 ('i Eie11aicirj

· _&·Pinion Hols.t ;Loaiflngtioek · · · · Sidewalk 13illlge Plumbing Equipmefit

Sewage Ejec(ors buplextaokFJU Pump(JFP-1&2) buplex .i:)om¢sl!o Booster pump · NQr!n Water f;leaters(t-)VYI+J&2} S<;>.Uth· EltJ!IdihgWater Heater$ (.SWH-.1'&2) Sump Purnps

M$chlne.at Lbbby (>as. for Firiipli!ce.attobby Ouldoot Kitchen at'Rociftqp. Terrace

rite Protec11on Equipment Ne'N!Fire P1n'np and .Coniroller Jockey P.unip HVAC Equlpmeril

Rooftop Uniis R1"U-CSA-i Rtu'CSA;2 - Rocir -Ar111Cl·

·Exhaust Fans TEF'-tJ . U.Rootf[oilet-TEF'1 ,2 - i.i.R()of!Tolle\-TEF.2,1- Roof/Toilei--Gteenheill! i'$;z,2- ;R<ioi!l'oilet·-G!reenl:l¢hk T:EF-2:3 -:Rp<Jf!Toilet·-'Greenh.eck

(3reenhei;k

RC>QffroiiE!I- Gt:eenll!lck -'Gt;eenhtj¢k

KE:I'-1. f -:u.Roof!KitC!len - Greenheck K,EF-2J • 'KEF-2,2 -)'<llllf/Kftc:IJI1n- Griienheck

t -G.Ftoot/Batprooms ·GEF"C:J CeHarNaiious -·Greenhec.k

TRF-1 - RQQfiTrash Room - Gireenheck TRF-2 · ·Rciptrrr<lsh Room- . GEF>R.:1 •. ,Rqdf/P.ump Roo!l1-

VRF systems

AC-A.Bci-2 - 8th F'loor- balkln lith floor -' Daikin

A():a.B,1'2- Flopt- t;ll!iki!i AC,B.8,1'3-'6tl:l Floi:it · .Dilikili AC'0.1) .. floor- Dalkln Ac:o.e.h2·•·8tn Floor- Daikin .AC.D.B-1•3'• 8th F'loor-· Dalkin

New·vork,Nv·

NIC NIC NIC

unit tEA

1EA Hli ,'i 'EA V2A 2.EA z;EA

2!':A 1 _EA t ·I;A 2 .EA 2 EA. 4.EA 1 EA 1EA 1 EA

1 EA 1 EA

1EA 1EA

1EA 1 EA 1 i=A tEA 1.8\ 1EA. tEA teA 1E:A 1$. 1EA

E:fl 1 EA t EA l: EA tEA tEA 1EA 1 EA ..

1 'EA 1 EA 1 ·lOA 1FA 1 EA 1EA 1EA

Unit Cost $ 2!?0\00 lEA .

$ s,ooo,oo .lEA·. $; 5,QOO;OO IE:A. $ 5,000.00 $A $ 3,500,00 .lEA $ 1.500.00 .lEA $ 1,00!).00 IJ5A

$ 2,soo.oo lEA $ 2,5!lO:OO· -tEA $ 2.SOO:oo .lEA $; 2;50o,oo lEA .$ 2,500.00 'lEA $ 2,500.00 iEA $. 500A'io lEA $ 1 '250:'00 JEA. .$ 4 ,00():00 /EA

5,oao.oo tEA ·$ 2;5ptlOQ lEA.

·$ 3.soo;oci' iEA ·$ 3 .5()0 cjQ lEA $ .. oo teA $' ;i,soo oo' tEA i . tEA $ 2,500.00 lEA it . ?.s.oo.oo lEA $-. 2;500,00 /EA

$ tEA .$ 2,qQO,OO lEA ,$ iEA :$- 2,s6o.oo lEA. s• 2.soo:oo lEA $ 2;500:00 lEA ·$· 2;soo.oo i'rj. $· 2;590:0Ci !EA $ 2,500:00 lEA $ t5oo:oo iEA $ :2,'500.00 lEA

$ _soo,qa IE(.;, : j$ it !5®.oo 'EA $ soo.oo lEA s s!'Jo.oo lEA. $ 5QO,OO lEA. $ 500:00 lEA

f6t:H $ ;!50

N.IG NIC NIG

$ 5,000 $ 5,000 .$ 10,000 :$ 7,:ooo $ 3 ;000 ., $ 2,000

$ 5;000 $. 2,500 $ 2:soo $ 5,000-$- 5;000 $ 10;000 s soq $ $ 4.009

$ 500o $

$ 3,500 s 3;sao $ 2,500 $ 2.500 $ 2,500: $ 2,500 $ 2 ,500 $ .2o!'i00 $ 2 ;500 $ 2:soo $ 2;500 $ V'iOO $ 2;500. $ 2.500 $ 2;soo $ 2,500 $ 2 soo .$ 2:sao· ·$ 2 500 -s· 2:ooo '$ 2,500

$ 500 $ 500 $ 500 $' 500. $ 500 :$: 500 $ 5.00 $•' 500

.Q_alc !=rr.atcd: Uii0/l3 D3te

Totlil

Noble Coilstniction .tt¢ Devt11opmeiit

I C:<lila Jrad.e ·

P3te Prln,ed:: 3/2/101& !rf!'l.e ..

AC·A:7':'F1 c;1lh FldQ( D!ilkiil AC-/i:7:1 -2 · i th}loo(- Daikin

• ?In i:io0r. AC-8:73-2. 7!h 'Fioor-

.• 7tttFioor- Oaikio

AC·Oi1'.1-2- 7th flo:Or· Dalkiil Ac-0 .. 7.: 1-:3- 7ttl Flb6r ., Oaikln. A(>F .7:2-1:- 7th FJP!lh Oaikin AC·F.7,2';1 ... 7th Awr . ·Daikin

- 7\h. FJoor:• AQ.E.7.2,2·• 7th Floor. paiklrn A.C,A.lch F.loor; ba)k(ri AC·A .. H •1stFloor •

· AC"B.il-:h 1st Ficxir.: balkin

• '1st Floor· . AG'LG.h {stFioor- Daikin

ist :Fi()qt • QaUJo ·ADGYt.ti 'Cellar.,:O<likio .A¢;;GYM.2.- ¢.altar-. Di!lRIO

Dafkin Alr(;ool.ed·C.ondensihg 'Vni!S

H . l\99\.!•6;:8.1-1 ACCU-6;:8.1-2 Accu-o.:e.1"1 ACClM,7.1·1 Ac'CU-Bo7.'1•1 ACC,U•B:7.1·2 ACCU•D7.1.·1 ACOU•F.7.2,1 ACCU•E,7.2•1 AC.clM.N. ACCU·B.1•1 /\CCU•L.1 Accu,ua:t ACClJ..BC::1 /\CClJ..GYM.1 ACcu.csu

:Gas w/CQ . PTAC-A • lsland.alre PTAC-B , Apts • • lslan,daire PTAC.-C -Apts. , lslandaire PTAC·D- Apts. • lslandalre

l:lectric Duct Hel!fers DHO·A DHG-B.

Et!ICttlcHeater EH;S,1 .EH'U

Unit Heaters 'UH;Ji ... 'U8R;C

EBH\A ...

jnst;1U 0,1;\ly

:14th :Street 'NJ!wYqrk, NY

.of2i..

·untf 1EA tEA 1E:;f.. t EA 1EA. 1 EA lEI\ lEA 1EA 1 EA. 1:EA 1 .EA. 1EA 1 .EA. :1 EA '1 EA 1 EA tEA 'lEA 1 EA tEA 11:/\

tEA tEA 1EA 1E'A

1EA '1 EA 1E'A 1EA 1. EA 1i:,A t EA l EA 1· EA• 1:'EI\ 1 'EA

54 .EA HE;A 57 '12A 11 •EA 1 EA 1EA. !)EJ\ 2EA

2EA 20 EA

EiEA :12 EA• Hs

.Unit Cost 50(t00 7EA

$: ,500.00 lEA $ 500.00 lEA $ 500;00 tEA $ 500.00 lEA $ .soo.oo 1EA. $: so.o;oo 1E'A. $ lEA $ ;;ooc<ib 1E'A. $, .500.00 lEA, $ so[J,()(j lEA $ soo,oo lEA s soo.oo ItA $ sod. oii ti:.A

$ soo,qo 'E.f'i $ 500:00. f'EA ·i soo.o6 lEA

l $ soo,oo lEA

$ 2,SoO.OO' fEA $ z,!;>oo.oo. rEA '$ 2,500.00 lEA .$ 2;50.0.00 fEA $ 2,500.00· lEA .$ 2,500.00 lEA $. 2;500:00 lEA $ 2,50():00 lEA s· 2,50JHlO iEA s: 2,500.00 lEA $ 2·,500. 00 iEA $· t ,50MO lEA $ 2.SOO.O!i lEA $ 2,500.00 lEA $ · 2,500.00 /EA. $ z;soo.oo lEA $ ,i,t;OO:OO lEA

$ .350.00 ) EA. $ 350.00 lEA $ 350.00 iEA $ 1EII $ soo:oo lEA ·s soo:oo :lEA

$ $00:00 ' lEA '$' 50o:OO lEA

$

$ $ $

.500.00 . /EA 500 .. 00· lEA

50o.oo lEA soo,QO lEA

S,()()O:.Oii ILS

Total $ 500 $ 500 s soa $ soo $ 500 $ 500

500. $ 50Q $ 500 $. 500 l 5.00 $ 500 :$ 500 $ 500 . $ 500.· $ 500 ,1: $ 500.: $ 500. $ 500 $ 500 $ 500 $ 500·-

$ 2;5oo $ :2;500 $ 2,500 $ 2,50() $. 2 ,500 $ 2.•500 $ :2;q0Q .$ 2;5lio $ s 2Mb $ 2;500 $ 2;$00 $ 2;500 $ 2,50(): '$ :1,50(). $. 2,sdo s 2,sgo $ 18,9po $ .• $ 19;950' $ 3;850.

$' 500 $ 500

$ 4;000 $ (ooo $ $

$ $ $

1.000 to.'ooo

.!?.0()0

Date Q2/2S/l&. ·vf!rs.loh

rcital

Noble Construction Group, LLC As-of-Right Development

432 East 14th Street New York, NY

Code Trade Description Commerclal Washer/Dryers

·Commercial Kttchen Irrigation System Hoist

Light Fixture Allowance Decorative Exterior Lighting at 14th Street Exterior lighting at Canopy Exterior Lighting at Main Entry Fire Alarm System Security System

Headend DVRs Securtty Monttoring Work Stations w/2-23" LCD Monitors Cameras Door Contacts Electric Strikes Card Readers Request To Exit Electric Locks Intercom Station

Lighting Protection Lighting Preventor Dimming System Telecommunications

Condutt from MDF to Riser Closets Sleeves Between Floors Cable Tray & Ladder Racks at MDF :2" Conduit from Riser Closets to Apartments Condutt from Telecom Room to Conclerge Desk Condul! from Telecom Room to Retail Pullboxes for Service Pathways NID Boxes (Furnish & Install) FIOS Microduct (Furnish Only) FIOS Microduct (Install Only; FIOS NID Box (Furnish Only) FlO$ NID BoX (Install Only) Electrical Outlet @ NID Box Electrical Outlet @ FIOS Box Grounding at Closets Verizon \Mring Between MDF and Riser Closets Time Warner \Mring Between MDF and Riser Closets Verizon \Mring Between Riser Closets and Apartments Time Warner \Mring Between Riser Closets and Apartments (2) CatS UTP Cables from Telecom Room to NID Box (2) RG6U Cables from Telecom Room to NID Box (3) 25 Pair Cable from Main Telecom Room to Telecom Room South - 3rd Floorw/110 Blocks (3) 25 Pair Cable from Main Telecom Room to Telecom Room South- 6th Floorw/110 Blocks (2) 25 Pair Cable from Main Telecom Room to Telecom Room North - 3rd Floor w/110 Blocks (2) 25 Pair Cable from Main Telecom Room to Telecom Room North - 6th Floor w/110 BlockS (1) P3-500 Coaxial Cable w/4' Service Loops Apartment \Mring (1) Cat 5E and (1) RG6 per Outlet Location Allowance for WAP System

AudioNisual Temporary Power/Standby Misc. Electrical

Electrical Systems

Date Prl.nted: 3/2/201.6 fime Printed; 6:24 PM Page 21 of 21

Unit 1 ALLOW

NIC 1 LS 2EA

114 Units 1 ALLOW 1 ALLOW 1 ALLOW

134,686 SF

1 EA 1 ALLOW 2EA

50 EA 34 EA 9EA

21 EA 9EA

12 EA 116 EA

NIC NIC NIC

1 LS NIC

1LS 114 EA

1 EA 1 EA 1 ALLOW

114 EA NIC

114 EA NIC

114 EA 114 EA 114 EA

1 LS NIC NIC NIC NIC

114 EA 114 EA

1 EA 1 EA 1 EA 1 EA 1 ALLOW

450 EA 1 ALLOW

NIC 1 ALLOW 1 LS

Unit Cost $ 7,500.00 /ALLOW

$ 5,000.00 /LS $ 5,000.00 lEA $ 2,500.00 /UNIT $ 15,000.00 /ALLOW $ 7,500.00 /ALLOW $ 5,000.00 /ALLOW $ 2.50 /Sf

$ 10,000.00 /EA $ 10,000.00 /ALLOW $ 2,500.00 /EA $ 1,500.00 /EA $ 300.00 lEA $ 500.00 /EA $ 1,000.00 /EA $ 500.00 /EA $ 500.00 /EA $ 500.00 /EA

$ 2,500.00 /LS

$ 5,000.00 /LS $ 300.00 /EA $ 2,000.00 /EA $ 5,000.00 lEA $ 5,000.00 /ALLOW .$ 150.00 /EA

$ 100.00 /EA

$ 75.00 lEA $ 125.00 lEA $ 125.00 /EA $ 500.00 /LS

$ 500.00 /EA $ 310.00 lEA $ 6,000.00 /EA $ 9,000.00 /EA $ 4,000.00 lEA $ 6,000.00 /EA $ 10,000.00 /ALLOW $ 245.00 lEA $ 35,000.00 /ALLOW

$ 60,000.00 /ALLOW $ 50 000.00 /LS

$ NIC $ $ $ $ $ $ $

$ $ $ $ $ $ $ $ $ $ NIC NIC NIC

$ NIC $ $ $ $ $ $ NIC $ NIC $ $ $ $ NIC NIC NIC NIC $ $ $ $ $ $ $ $ $ NIC $ $

Total 7,500

5,000 10,000

285,000 15,000 7,500 5,000

336,715

10,000 10,000 5,000

75,000 10,200 4,500

21,000 4,500 6,000

58,000

2,500

5,000 34,200 2,000 5,000 5,000

17,100

11 ,400

8,550 14,250 14,250

500

57,000 35,340 6,000 9,000 4 ,000 6,000

10,000 110,250 35,000

60,000 50,000

$

Date Cre3ted: 11/20/ 13 Date Revise d: 02/2 6/ 16

Vers.ion Number: 06

Total II

1/

3,050,380

Noiire Construction Group, Llc TypJeal Development

Section

0.1000 Site Survey 01005 Test Borii!gs 01900 Abatement 02060·· Demolition 02090 Site Preparation 02300 Earthwork& SOE 02301 Dewatering. 02302 Soil Disposal 025.00 Site Improvements 02720 Utilities 03200 Concreie Foundations 03300 Concrete 04200 05500. Miscelianeo!Js Iron 05126 Decorati\/e RC!illhgs 06200 MillWork ci714ll Waterproofing 07500 RQofihg $.' Pavers 07900 Gaulkil'l9 '08110 H¢11ow Metal, Hardware & Wood boors

Qvertiead coors C.an(ipy

085?0 $!Qreftpnts, Windows & Metal Panels Q88QO Gl!iiSS & Glazing

Spe¢ial Hnishes Q$250 Gypsum Drywall 0$300 C¢ralliic Tile osq:so \t'VQOd Flooring 09650 Resilient Flooring 09680 Carpeting 09900 Painting Q9950 Wall Covering 10425 Graphics 1080.0 satb & Toilet Accessory 11170 Compactor· 11180 Rubbish Chute 1145(l Kitt:henAp.pllance 11460. Kitchen Cabinets .. & Vanities 12500 Wihdow Treatments 14210 Elevators 14610 Hoisf & Bridge 15200: Plumbing 15300 Fire Prote.ction 15800 HVAC 16100 Electrical Systems

1'7000 General Conditions,

Sub-Tata:l

.Jime.Pr.inted:, b:ZR·PM .

432 Ei!St 14th Street NewYqrk, NY

Buflding Gros.s Area: #ofApts.

Amount

NIC NJC NIC NIC $ 61,610 $. 1,439,580 $' 50,000 .$ 535,080 $ 97:3,108 $ 185,000 $ 2,193j647 $. 6,721;060 $ 2,283,813 $ o58,798 $ .2.97;350 $ 167;893 $ .278;,325 .$ 6$2,621 .$ 276;599 .$ 456;0!)1 NIC .$ 1t0,0QO. $ .2,368,760 :$ $ 579.200 $ $ $ 4!)9,544 $ 10,000 $ 36.456 $ ·407,000 NIG $ 20 .• 0.00 $ 2·17;559 $ 30;000 .$ 3.7;500 $ 535,8:00 $ 460)i50 NIC $ 780;000 $ 514,500 $ 2,538;7fi8 $ '669;732 $ t;a2o;ooo $ 3.050,36.0.

$ 35,144;059

$ 2.460,08'.4

$ 37,604,143

NIC NIC NIC NIC $ $ $ $ $ $ $ $ $ $ $ $ .$ $ $ $ NIC $ $ $ $ :$; :$' $. $ $ $. NIC $ $ $ .$ $ $ NIC $ $ $ $ $. $

,$

.$

134,686 $f 11Aea

Unit Cost

.0,46 10.69

,3,97 7.23 1.:n

1!3,29 49 ,90 16.96 4.89 2 .. 21. 1:.25 2 ,07 4 .85 2,0!5 3;39

0 ;82 17:59 0.;20 4 .30

18'.04 5.95 3.49 0.07 0.27 3.02

0.15 1"62 0 .• 22 0.28 3 .. 98 3>42

3.l32 18· .. 85. .4.97

13,51: 22.65

260.93

.1{U27

bati>,Createdr l,lnotl3·' . Date Olt26/ lfJ

Ver>l.on Number·: 03

Remarks

Noble Construction Group, LLC Typical Development

Code Trade Description 01000 Site Survey

NIC Site Survey

01005 Test Borings NIC

Test Borings 01900 Abatement

Asbestos, Lead Paint and Oil Tank/Soil Abatement

02060 Demolition Demolition

Demolition 02090 Site Preparation

Construction Fence/Perimeter Protection Soil Erosion and Sediment Control:

Wheel Tracking Pad-s;· min. crushed stone Silt Fence Haybale Protection Fmer Fabric Barrier @ Soil Stockpile Filter Fabric Protection Cover@ Catch Basin Synthetic Filter Fabric-under tracking crushed stone

Misc. Preparation Site Preparation

02300 Earthwork & SOE · Soldier Piles and lagging General Excavation General Backfill Rock Removal

Earthwork & SOE 02301 Dewatering

Dewatering Allowance - Surface and Run-off Onl1 Dewatering

02302 Soli Disposal Total Anticipated Sofl Excavation in Yards Total Anticipated Soil Excavation in Tons Material By Category

Clean Fill Category A Category B Hazard Material

Soli Disposal 02500 Site Improvements

Date Printed: 3/2/2016 Time Printed: 6:28 PM

Sidewalks & Curbs Removals of Existing Sidewalks and Curbs New Concrete Sidewalk New Concrete Curbs New Driveway Apron

Paving 3' Repair at New Curb

Street Poles Street Poles

Street Trees (Allowance] Tree Pits Trees Tree Grates

432 East 14th Street New York, NY

Page 2 of 20

NIC

NIC

NIC

NIC

NIC NIC NIC

NIC

NIC

Unit

313 LF

1,250 SF 646 LS

1 LS 1 LS 1 LS

1,250 SF 1 LS

1 LS 1 LS 1 LS

NIC

1 ALLOW

19,1 10 26,754

26,754 TONS

2,730 SF 2,730 SF

273 LF

819 SF

4 EA 4 EA 4 EA

Unit Cost

NIC

NIC

NIC

NIC

$ 50.00 /LF $

$ 15.00 /SF $ $ 10.00 /LS $ $ 2,500.00 /LS $ $ 1,000.00 /LS $ $ 1,000.00 /LS $ $ 1.00 /SF $ $ 15,000.00 /LS $

$ 874,611.00 /LS $ $ 552,469.00 /LS $ $ 12.500.00 ILS $

$ 50 000.00 /ALLOW $

$ 20.00 /TON $ NIC NIC NIC

$ 5.00 /SF $ $ 15.00 /SF $ $ 20.00 /LF $

NIC

$ 20.00 /SF $

NIC

$ 1 ,500.00 /EA $ $ 2,500.00 /EA $ $ 2,500.00 /EA . $

Total

15,650

18,750 6,460 2,500 1,000 1,000 1,250

15,000

874,611 552,469

12,500 NIC

50,000

535,080

13,650 40,950

5,460

16,380

6,000 10,000 10,000

Created: 11/20/U Revised: 02/26/16

Version Number. 03

Total

II I

NIC I

NIC

NIC

NIC

$ 61,610

$ 1,439,580

$ 50,000

$ 535,080

NQQie Ccii\stt\ii;tioi\ LLC. 432 Eastii4th NY ·

iCode Trad.e

, :ifi.h'otfi ·

·oesoriotlon celllifl.!bht C<>ur:t • E;L.IMINATED

lind Integrated 'irrigation systerr · D,raiJ)al)emat slab prQiectlon · E9ge'f'ilstraintsto¢9nla.in planting l:>ed P,larillng bed mix and mulqbes

grol.lfldcover;.aMI:>l!lb'plaf)tings $tonfn:et steppin:fl:sto!'ies lp.e pedesl;ll :supp9l:\ i:IEicR .c>r lpe PedeS\111 deckjhg irrjgililoll $ys!ei1J ··

Aiiowallce Finishes

)hteriC:irbrawJngs Grol!ild Fio()t

Porc!!laln'Tt)e or Stone pei!e.stal pavers 1/Vooct del;klpg · R,e!TJPViible liv[n9 green wan With liecorativewotxtslatting antPntegrateg lrriSation systerr Pfildar fepqe

plaiill!t$ QE)ce$sarv

Ught weightengiheere(f soiis iot ptantersand Sflmt), ArJifkial ia;vn.l3rea · ''rh¢trnocy sub qn ,pe(jestal$ · :z Woocfqn'i Qo.unterq.with.s!ona lop . . · Dot!!>le :ptpe and ciJtt!Jgilt(!(! rn¢tai mot t>Yetf'leai;

forplariJIMs·fn planters·

FiniShes AcidiilonaiAitowance.for Area 'lhal l;igfrt Co.ut'

· Green .Wall 'System'Canopy . wocid .Panels !rt Main 'Ertcy Dec:OtatilieVerttcal wooo .. Siats at Windows

,2nd Fioor'Terrace GraveJ.f>lt o.ecoiative·talsed.pianters Ughtweight 'engineered 'soiis tor planters aM mtilcbes Manne PJy'Eiorder ortoumesol c>r similar ·rreE!,•shrub,·peremriial .. groulidcover,·and b!Jib ·ln:i,gatiort systerilfor plilntlngs in • Allowance Fiilish.es.

7th/8th Ftood>nvateierr.aces. Plantings .Finishes Llgljtirig IITI!latioh System

Roof Olitdoor a.rii:! bar

!Iii! PergoJa Wltl) built iii bencii • MeadQW ptaJiter with I P.(l beri¢h

()r ;pavers Porcelain !il"1s.an!l set .(Jut.doiJr ShCiWer

metaJ·r<iised. pianters linernf9qiianiers if

Light"(>'.eigtjt angin!lered Trees. shrul>, pereJ1nlal, and bulf:i

l on:o·

NIC NIC Nit NIC NIC NIC NIC NIC NIC NIC NIC

Inc

NIG

NIC

NIC

NIC NIC Nl.P NIC

llic

Ontt

1' 'LS ns HS. 1. ·LS tLs

1 LS i LS iLS 1LS. 1 LS ns 1LS '1 LS

1 7J;OA ..

;:ts 1 LS 1 ,ts: 1 L$ 1t.s 1 LS 1.LS

1 Ls 1 L.S 1 LS as ns· 1t s ; Ls 1 LS 1 cs 1.:Ls

$ $ $ $ $

$ $ $ $ $ $ $ $

$

$ $

$ $ $ $ $

$ $

$ $

Unit .C.O$t ·

NIP NIC NiO NiC l'fiC. NIP NIO Nic NIG NIC NIC

$ ·14,870. 75 JLS .$

lLS $ • M(){).Ci(,) IL$ $

iLs $ Inc

17;tloo.oo tl.cS $ ·42;5ooJJO iLS $

6; 154.00 ILS $ 14;eaa.s.o 1r.S $ i.65CLOo il S $ 2,125:00 /lS $

10,00000 /LS $ tMOMO ILS $

NIC 50 '00. /SF $

NIC i.O,OIJO,O.O tALLOW $ .. $,ooo.oo lF?cA $

13,qqtJ;oo !L:;l M.sqo;oq /LS 1.4,flrs:Qo JL9 '14;450;00· /L$

JL$ 9;bcxtoo its .5,()bo;OO ) (,;S

34;000:00 /LS 42,500.00' /L.S 12,7.50.(1!) 1!:-S 3!),1')56.25. ILS

JL.S s.!:!(;(nm tt..s

49,\lQQ.PO ILS (;1 .ooooo it.s M,687Ai'o tLS. 51?.100.00 /LS

$ $ $ $.

$ N!¢

we me MC

$ $ $ $ $ $ $ I inc •• $

Total

$2,51;3

ici;!66 .<Mb() 68:ooo 17;000 4?,$0ll' 6}54

14;867 7,650 2',125

1o;ooo· 10,000

66,700

1o;ooo 35;00.0

p ;6QO 2s;soo· 14.a75 14,450 3$,250 9;00() s,oop

34,000 42-,500 12;750 36,f;i56

$,950 49,3.00 51..000

2B,!i!l8

Tot;!

Nobl.e C:oriStrudion Group,.ll(; :typicai .Q.eve!oP:ITleiit

iu,.cod!i - Tradfi •Desqriptlon . ,. Thermory woo.d<lect<: Irrigation j orplanj(ng(in Finishes ·· ·· -Ugh\ihg

Site lrNir\Wements · · -· 0272:0 Utilities

New New \ii.later SerVice · New !"ire serytce · New Fire Jlydr!lunts

Stl,¢et NewYoik, NY

NE!w f>lls $e6tice lJiHity ¢<1mpaf1) . . . . . . .. .. Line c service by l)tlli\y C()fJlpani

Electricat'\tauttAnowance · · · -NewTeiEi/Data/CCT\1 Q(lly tb Pfoj>erty line c Service·tlY OiiiitY Comt:lai'll

U\lli\tes · 032oo .doifcre!e Foundations

ion anc;l Pns crush® 'Sione M!litSI.ah FoYnda\iM Walls Ellt\'ator f>its '& Walls , con¢rete for Hoist • P.ads. Vaptlr E!arriet:atStab iiaporllarrierat Walls: Slab ai HouwTraps Deteniipn 'tanL ·

concrete 03300 Co.ncrete

concrete

6:·2s·P.M

Re!hfore¢!1 c .ont:'tete :Arches'iN/Coni:rete :StallS, 'landi!Jgs, -&ic 1siFtoor · 2ndFiqor

AthF'foor 5th. FlOor

7th:floi;>r . . .. .81h· Ftqow 4ttt St ,f1oqt 13th St.Roof/141h·St.BH

St BH . ·-total llmton TeOillnaiors at 1st Fioor stair t'rom'Geuar Jo Drop Be<lms al Floors Allowance for ooak, aHlalcqnil'rs Petimeter'C<!Ilie Qrange Netting (lnc!uoing Maintenance: Outriggers · · · cocoon -sy.stem Wrnter:H!laMIIo\Yanee. (Concreie a.nd' MasQncyj Flash .Receivi!Wc;JOd Floor

;hge!loflO

unit - - ..

1. LS' . $ 1lS t LS

NIC 1'LS. $

2L'S $ ·1 LS. $.

$, NIC NIC

•1 L$ $ NIC

1 LS $

2EA $ zs,esosf: $ 3Aeo CY .$

417 (;Y :$ 4(lOY $

f L;S $ ti-S $

NIC J\JiC

2 EA $ . l.EA $

223ft SF ts;zos·si= t4,445 sf= 14,40$ SF i4,4DS.SF t4,405 SF 14,2BSSF 13,355SF

7,740 SF U30Sr

134,68&SF $ 10ALLOW $ 1EA

$ 12EA '$

6.444LF •$. 1 .LS :$

Nl¢ 1 ALLOW .$·

S'F' . . :$

oat,_ Ql/.2.6./16

03:

Uo.if.Cost .Total. 3,090.00 JI,;S. $' ·· · a:oso

$' 23,79& 15 ,0QO,QO. ll;S $; 15,000

NIC 25,000:00 /LS $, 25;Cioa 1$ . 973;108

40;000'00 . /LS $ 8(),000 3!1,00Q:.OO /LS $ 35,000 35iOoO.OO. /LS $ 3?;000

NIC NIG

25;000.!)0 ll,.S $ 2s.ooo NIC

1.0;000.00. /LS: $' . 185;000'

30,000.00 lEA $ $l;Oop . 1.50 /SF $ 3.8i925 SOO.OO ICY $ 1,730;000 £00.00 ICY $ :z$o.¥4 eoo.oo iCY $ 24,278

2Q,'OOO .. Od ILS $ 20,000 15.000:00 /l$ .$ '15,000

NiG NIC

. 2:,SOQ:OO IE,A $' 5,000 50,000.00 /EA . $

$0,0001$ 2;193;647

4?·!JO tSF . $ 6,060;870 5,000:00· /ALLOW $ 50,000 7;500.00 lEA $ 7,500

50.00. !LF $ tM.ooq 1 ,000.00 lEA $ 1'2,M()

/LF $ 128',880 100,000.00 /LS $ 100,000

i>IIC 200,p0a.QO /ALLOW $ 200,000

0,5Q_/SF $. ·37;810 Is

Noble Construction Group, LLC Typical Development

Code Trade Description 04200 Masonry

Interior CMU Walls -Cellar - House Traps -1st Floor - 2nd thru 7th Floor -8th Floor (13th Street) -Main Roof (14th Street) -Main Roof (13th Street) Total Brick Veneer w/CMU Backup, Insulation & Waterproofing -Cellar -1st Floor -2nd Floor - 3fd thru 6th Floor -7th Floor - 8th Floor/Main Roof 14th Street - 14th Street Bulkhead/13th Street Main Roof - 13th Street Bulkhead Total Brick Veneer w!lnsulation & Waterproofing over structural Stud Wall ·2nd Floor - 3rd thru 6th Floor -7th Floor -8th floor/Main Roof 14th Street Total Brick Veneer wllnsulatlon & Waterproofing over Reinforced Concrete Shearwalls -1st Floor - 3rd thru 6th Floor -7th Floor - 8th Floor/Main Roof 14th Street -14th street Bulkhead/13th Street Main Roof - 13th Street Bulkhead Total CMU Party Walls -1st Floor Total Stucco (Drawing Shows EIFS -Is This OK?) w/CMU Backue -1st Floor -2nd Floor - 3rd thru 6th Floor -7th Floor - 8th Floor/Main Roof 14th Street - 14th Street Bulkhead/13th Street Main Roof Total

432 East 14th Street New York, NY

Stucco over Reinforced Concrete Shear Wall (Drawing Shows EIFS - Is This OK?)

0(1te Printed: 3/2(2016 Time Printtd: 6:28PM

-1st Floor -2nd Floor - 3rd thru 6th Floor -7th Floor -8th Floor/Main Roof 14th Street -14th Street Bulkhead/13th Street Main Root - 13th Street Bulkhead

Total CMU Back-up at Green Wall - Cellar -1st Floor Total

PageS of 20

Unit

16,900 SF 320 SF

3.200 SF 1,800 SF

300 SF 720 SF 540 SF

23,780 SF $

210 SF 4,800 SF

200 SF 1,600 SF

500 SF 350 SF

1,800 SF 400 SF

9,860 SF $

2,250 SF 6.600 SF 1,400 SF 1,300 SF

11,550 SF $

420 SF 1680 SF 500 SF 800 SF 450 SF 250 SF

4,100 SF $

4,000 SF 4,000 SF $

1,920 SF 800 SF

4,800 SF 900 SF 350 SF 150 SF

8;920 SF $

1.920 SF 1,400 SF 4,400 SF 1,100 SF 1,100SF

500 SF 150 SF

10,570 SF $

700 SF 400 SF

1,100 SF $

Unit Cost

16.00 JSF $

51 .50 /SF $

35.50 /SF $

35.50 /SF $

16.00 /SF $

30.00 /SF $

12.00 /SF $

16.00 ISF $

Total

380,480

507,790

410,025

145,550

64,000

267,600

126,840

17,600

Date Creatl!d: 11/20/ 13 Date Re Ylsed: 0'1./26/16

version Number: 03

Total

I

!

Group,: uc 432 East :Nv

I! Trade Descripliprf . . . . Parapet wiBritk, GMlJ; 8•;·•

- J$\Fioo.r

:Masorm•

• .13lh.Stl"llet M!lin Roof 'T<)Uit

w!Bdcll, CMl)., Stqce<;>. . " 2htl Ftci6r · ·- Main Roof <14th .street • 14th Slree.t Bulkhead - 1311:1 Street.Bulkhead Total Precast Patllpet Copings ·HtFfoor · · • .2nd Floor -7th Ff®t. • MairtRoofl:4th streei - 1.4Jb Bulkb.ead • 13tlrStreet Main Roof - 13th· Street BUlkhead ..

. TPlai Granite Base lit. i:st. Floorw/CMU l3aci<up ·<i Watertlroot\na

05500 erevat9t pit .

House Trap Pn .Frames & Covers,.(lnc;ttiiling Smoke Bore Grating$ · Efev.ator Divider Beams Seismic Clips Llfling Hooks. Meiilianicaf Dunnage U(li)s, '*:). Mechanical Dunnage {f:U!ure ¢9o1ing TOWitSl SteefAngie Comer Guarqs Stee!Channel bver11ead DO<Jt .supp\irt Looiie Steel ·Lintels GalVanized. Brick R.ellevingAngles Terrace Divider Boois. Pipe Railings " - TO\¥er Pipe 'Railings • '1"112" Free S'tanding stair Raii$. ToWei .Mi$c. 'Pipe Railings Trtirich Drain Gtaiing ·eona'rds EXteoor Laddin.w/Cagii:at tstto 2nd Floor' Roof 'Fe.0:¢ilig w1Gates·a113th Streei.Maln Root

easementto l'st Froorcourtyaro . . . . . . . . . . . . . J:xteri0r $.ta.icw1Raillilgs, Landings., etccftom Maln Roof to 'EX!er:iQr St11ir Llltidings;, etdromMain ROOf .to Bulkhead (13ih Siree( Ex!eriorStalrwtRtiiHogs, Lan.dio!isi e!e. rromBlitkhe.ad to EMR(13th.Sireet; · 'Misc(!iiaheous;Metals · ·

· trPn.

D:ate P.rlrit•iE i/2/.1tJ16 S:28:PM p(J.o·

NrC NIC NIC

Niq.

.Unit

5S5SP 1,14·1 S.F

'UriiU;ost

1,:736SF

1.'120 SF 1,20() SF

'$. .so.oa tsF

296. SF 460. SF

3,076 SF $-

'170 LF 2!lOLF 190- Lf 300'·LF 74.Lf

326.LF LF

1;455tF' ,

$ 50.00 /LF $ 1$Ci:OO i$.F

4 'EA $ 4EA $ 4EA $

.35EA $ 1 ts $ 1tS ;$ 1ALLOW $:

1 LS .$. 4;500 LF .$

. !:LS $. 7:!2 i.F $

j($ ,$. 1 EA '$

52 LF $ · t EA, 1' EA 1 EA. $ iEA $ \ALLOW $

s.ooo.'Oo · lEA 3,5oo:OO lEA 1.,:500.00 fEA .1,2SO:Oo· lEA 5,000.00 IL$ s;ooo:oo ILS

35;ooo.oo tALLOW

10,P00;00 ILS 40.00. ILF

to;ooo,oo tALLOW '125.00 /Lf' 20.0.00 ll.F

to;.o.oo.oo tLS

5,.{)00.()0 ILS 7,5oo.oo tEA

·tsP.O() M to,ooo,oo /E.A 1Q;ooo.od rM to,ooo:oo .tEA 5;ooo.oo lEA

25;QOO.OO /ALLOW

Total'

$' ,8.6;800

$ '123;040

Oate l l /10/.f3: Uate

Nul"i\ber: 03

Total ·

Typibil

. bate lWnted: 3h/2D16 ·6;:2_tf P.M

1i' W9!id ,Sheivfr1Q (i) 12';

;lJI)en ,Cio$et - (5) 1?" l:it)i!l¥es perGfpset 1 Wii'E1

Coat - (1} 12'' $hc>l(wtRaii :uoen Ctqset - ($!12" per Qi!lset

4'; Wopd'!:lase -Aoartments

R!>!>6ng •l ·

:2nd Ftc1o.r 7ttrFJoor iltl:t floori14tll $1Rl101

2'wllru;ulai iQ.n

· . . ai

432 Street :New·Yprk;'NY

NIG

NiC NIC NIG

NIC Ntc

Nt.O NIC_ NiC

Sll icF

2_0 J;.F

1,06.5 LF

;?1-,0QD'!J' 3,262:LF 2;0:2,4LF

429' LF 2;o24!.F

i LS.

400.$F 96'0SF

25;9SO' SF

4;Q92_'SF

2.,020 .$1" 5,6t5SF

$

$

$ $

$ $ $. $ $ $

$ $ $ $.

4QO,O!l /LF

50Qc00 ILF

7.00 ILF :5Jl0 /LF

::J,OQ /LF :l oO: ILF 4:00 ILF 2.00' ILF

tO.OO' ILF 5;0QQ:OO: ILS

7:$0 /SF 7.50 fSF 7:.50 /SF' 7.50 /SF

$

NfG NIC

$ $ $ $

$

$ $ $ $ NIC NICe NJC

.23,£oo

10,000

41.!302 5}>25

63.000 '!!,786 8,096

858

13,€

'3;000 7,_200

194,625 73,500

Pate Oi.l7 .. 6/iG· Vt!-rsiOO o3

Grill!)kLtt T'{pical .Development

432£ast ·lilth Stre.et l'le.w Yotk, NY

uotf•

il2/i6/.i6_

. . . . :Mise, Roorms· t kS s· flOO!InQ •&f'8V!!fl>

01soo , Galliklng $ealaiit $ 2S.O.OO I $ 6$2,621

· · · · Caul]iing/FJrestollPing

Seala!ll o:S1T!fiidlloWMetal, Hardwa'r.e &WciodDod.is

•VVood Doors · Paint Grade. Solid' Core Pailit:Grade'Bifold · Pocket

l-IM.Ooors•and Frames: ·#:ofApartmenfEntr{D8<F # ofS!ngli! BOH (lhterior}.D&F #:oCD!luPlii BOH (lnfeMor) :D&F #of Singte '(Flr!l 'Slair) Q&F #•Of (Fitii·Smoke.) t:>&F #of Doilble {Fire'Smoke) o&F #<of SinS, Iii BOH.(Exterfor) O&F #.orooutite aoH (Exteriot)O&F ;#.of Mise: O&F

HM 'Frames Only: .Bedrooms · Bathroom .Closets.& washeriO,.Y.er Po.tket

Hardware :Rrilsb Hardwafe-AIIo\'iance {pei'Apartmen\) Sound Material fat ApartmentEhtrances Weathetstrlpj)mg Ma!ertat.forExteriorOoors

Tali :flilnov.i.Metai,.Hai:dwai'e 11< wood:OoOiil ..

oa33,o overhead 09!ll'S · Garai:ie Ovemead boors

,o.verheiid oooi's 08410 ·canopy.

.Canopy at13\h streei Street

ol!S·w Storefto{)ts, Wlpdows f'anl!llf · · · · Sior!itronis · · · · ·

:oate Printed: :.J/1,11.016 6:18.TiM

· All!l'!linum.'storerront • Cellar ·lsi Floor SlngieAlumfriurii& Glass Sioretrorit boors -'CI!nar · • tst Frooi Dotible Aluminum .& Glas$ 'Siorefront Doors -'Cellar ··tst Fli:ior .Revolving Door at Main Entry

Door'Ciilsl!r at, Eritiy WlndoviWall Covl!rs; Metalf>ahel$,l!k

1.st Fld.or · 2nil Floor 3rd thni 6th Flo.or 7.tiJ Florii S.th Flooi/Maiii Root t4th Slrel!l 14\h Streefsulkheadrt3th Slr.eetMain Rooi

75,5gg SF tALLOW

638 EA t43 .EA

O.EA

H4EA 50E'f\. lO'EA '60.EA

•o··EA. 9 '.EA

lOSA

111 ·EA 362EA

Of!.A

! '14UNITS H4.EA i4E:A

NIC

1 ALLOW 1 ALLOW

N!C 4.000SF

N(¢ 11 j2A

NI.C 1 PRS 1 EA '1 E'A

s2tsf' -9F'

4,()bOSF 2;4oo si=

7o S,F

:t:Jgt."8:of.2Q

$ 3.00 /SF $ $ 50;()00.00 /ALLOW $

$, 1;1<\,(i\llf=.A $ $ 1()0;0Q lEA $ $ 16iMo$,A $

$. 500.00 lEA $ $ 250:00 lEA .$ .$ 450.00 lEA $ $ 30Qc00 lEA $ $ 400;00 /EA '$ $ 600.00. lEA $ $ 400.00 lEA $ $ eoo;oo lEA $ $ 2o.o:oo tEA $

$ 75.()0 /f'A $ $ 75,0Q if!.A $. $ 75.00 lEA $ $' 100.00 lEA $

$ 1 ,500,00 /UNIT $ $ AQ.OO lEA $ $ 75.00 lEA $

$

NI.C

$ .7$,000:00· tALLOW $ $ ;35,00Q.OQ /ALLOW $ .

NIC ;$ 85:00 /SF

Nic $ l'f:A $

NIC. s ,(lo(t(j() $

$ so;ooo:oo lEA $ S,Q(lo'.PO ir=A. $

$ 'so.oo lsi= •$ $ a(),oo lSi= $

isF $ $ 80Jjp I$F $ $ eo,oo tSF $ $ so:oo /SF $

226,599 5(J,OOO

79,750

S1,.06o "

4;5o6 18,000.

4,000 2,400 4;000•·

8,325 10,350·- ·· 27,150

m.,ooo 4,560 1,()50•

37,1'7.6

r 276,599

$:

INIC

75 ,000·

. ":"'I, 110;000

340.000

;33,000

s,p(io ·50,000 s .. oOQ

4Z,.150 ,248,00()

1,_Q8il;000 .$2Q,OOQ tez,o®

5;600

Nobl.ll' (:onstnu:tibn GroUp; i,l¢ T;'pJcat .De\ielop.milnt

•code ·Tradi! ·Oeseriptt\'Sh "lnteHors . Allowance tor ® Ameni\y !Ne>t:Oefined wltt\ New Layout

Aluminiun GfassSio(!lfrc.int Qgors and §id!!I«es ai B!!sem!!ni . . . Aluminum& wan · · .Aillmln\11)') & .IIV;Ill Pflvaili Qlntng · · · · · · ·

Misc. ·· · · ··· · V'11rtlqst MElla! 1411'1 $.Wet lamina\e(fGJass · l-owers

Storiifr<>nts,.Win!lows ;& Metal Panels Gla;tng

Balhr()Omi\Mrrors Shower bo.ors Vision lite arSt:,)ir Doors Vision 'Ute at F'ire Smol<e Doors

· Gl(lss o$ Glazing 09001 c$peCiliff'fnTsb-e$

Flrepl!!(ie J;U LC>bby Panl!Y at 1$1 fl®r AmlilnftY ,A.n6wan.ce

Cl!llar renanr $iqj:gge . 'E!ieyde $torage ..

¢oriidot AlloYiari.ce :Rf;ltail AJIOWance

:speC;Ial Fhilshes O!)!Wall

") lnfe

'RoligiJ CarpentrY Miscellanedus·ahiCI<ihg & Nailers ;Jill" Fire RatedPiywo<id at IDF Temporary (Elevatorf:rootsJ Temporary Prdtectio" (PenfitialloM· Allow 200 1-ocis.'Pe( Ftoor: inStalfi:liiQn o(Ho!lowM¢Ja(Doors

of'Hollow:MetaJ:Frames lnstaUWoadDooi'S:· Paint

9!Finisf1Hard)VIlrl1- # poqr LE!<lv'i!s lnlilatlatli>n PtKit<;l:len. Cablrtets·-!risiatiation VanttiE'is

:i3asi<etin9

$helvi!lg

Installation ofTciile!.Accessoiies lnstalialibn otCustom MediCine Cabinet lrtsiallatlon m Window•sms &.Aprons lnsialiiltfon m Bilold sub!rarriing · InstallatiOn of\/Vinilow'Subsills ·

:orywan Demising Partitions Cor:tidorf>artltioils lr\terio{Pailitions. chase PMhions· Sliaiiwall Humitek \IV;IIIboard Throughout Lobby Amenity Retail

New"tork, NY

NIC NIQ NIC

NIC NIC

NIC

NIC NIC NIC

Nlc·

NIC.

Unlf

1 ALL;OVV

tAlLOW

f3S.EA. 0 EA.

60EA .o .EA·

2,285 ·SF H3A 1'EA

4;50!iSF

t5EA

tLS 15 FLRS S5EA

EA 28.2EA 67!;1 i;;A 7tl1• EA

1,063 EA 114 SA 138 EA 11.4 EA 14i:!A

7,()511.,f 44,262 LF

138 E!A 138 EA

2,024 LP' 429LF

2;024 Lf

7.7;748 SF 3.1,165 SF' .95,927 SF 25;722 SF 14;260SF

2;285 SF 4;505 SF

15,550SF

li/20./Uo

OnttCQi;C . J'<ital I Total I $ 15iOOO:OQ /ALLOW $ tspoo ·

NIC. NlC NIC

NIC NIC.

$ 25;0do.oo: !ALLOW $ . 25.;000 . 'ls2:3as.rso

$ t50:00 lEA $ 2D,((}o $ 1,50Q,QQ lEA $ .$. 1oo:oo .tEA $ 6,000 $ too:oo tEA $

1.$ 26,700;

$ 15.00 /SF $ 171';375 $ ·20';000}0d /EA. $ :to,ooo . $ 20,000.00 lEA $ 20,000

NJC $• 65:00 /SF $ 292;825

NIC NIC NIC

$• s;ooo:oo lEA $ NIC

$ 15;ooo:dei. JLS $ 15,000 $ 60iJ.OO /FL :$. 9;000 . $ 750.00 iEA $. 26,250 " .$ : 5,00: iEA $ 18,000 $ 12s:oo lEA $: 35,250 $: tEA $ 1.09,875 $ • '100·00· ./EA $ 78 ,100' $ 100:00 /F:.A $ 1.06;30.0. $ 600 .. 00· ·JJM :$ 6!l.,4QO $' 2()0i00 /EA $ 21.600 $. sow lEA $ s.7oo $ sQM lf5.A $ 70() $ MO!(.:F $ $ l;$0 iLF $ 36,393 $' 150:00· /EA $ :20,700 $ 150,00 .lEA $ 20,700 $: 4:ao ILF $ a,096 $' :1:00 /LF $ 858 $ s:oo /LF $ 10;,120

$; 5:0.0 /SF $ 3.88.,.740 . $ 5,00 ./SF $ '155,827 $ 4;00 /SF $ 3!!7,.707· $:. 550: /SF $ 146;971 $ 5.5!l $F $ 78,430·

NIC $ 15:00 JSF s .34,<75 $ 1s:oo !SF $ 67.,575 $ 1:50 JSF $ ;24,82(;

•llloble Construction. Group, lie

•CJ;.de · trade .Description

L.ciw \/irati ·at Khel)!ln .l.slaods Mls.c. . · ·• •... . .

Ceilings, 'Fasl;i'i!s. tl. Soffits 9\lllil')gs atApa(lme.h!s

SheetroCk Ceiiln9s 'lt CorridorS soffitsiFasi;ia's at Apartinents F'ascia at FI()Or 2x4 at:Ga,a·ge

x,4J CeJJiogs. at B,ack-t>f' l;icus!l ExteriorCeiling all,Jriilerslde i;lt J,oiib} Mise, · · .. · · · CuStom Sheli atBathroc;)l:n i[llet l/Vall . PT.AC/HVAC' Enclo.sure.s Slrueturat Stud Wan · •Misc.

orvwall os3oo -ceriiml&·tne

l<ijchens

:l)ifG Pi'inted: 31211.0.'16 6:isiPM

.Flooring . ... . . .. . . (lhirts!li) ·Material

¢eramic1:ile'i<ijcl;l,en.floorir)g(th1n$ei)- l.nstallirtloit RE!\Jilpol Floors · · 1/4",ztnc

. · · C.eramlc TilE! ea6ksiash Full Height · •Material ¢er:aroicTiie Backstash,F'ull Height• lristallat'Oiil

BlaCk tountertops- Material l'l,one4 Bla'ck;Co4ntertops -lnstallirllon

Bathrooms ·· .. . ..

ceramic Tile (ih!<ls¢1) - Materi<li Bathroom Fl99,(ic)g (thil'isei)- lti.slal.lafi9n

WaleiJlroof·Membrane.- Latlc!'!!\e.!;lyiirol;l.an .ceramic rue :Eiase • M;iterlal ceramic. 'rite Base •· installatl.on

Wall.s · · ,ceramic Tile. We!Wall at.St\iJwer'(FuJI Height) Ceramic Tile \Net Walla! $howeL(Fulll;fc;>ighlk lnsl;lilatipn

Tlli>We.tVVatlatTulis,(Fun Height) - Maie.riat '.CeramibTIIe\NetWaUaHubs (Full Helghi) !leramlc Tile Full Height at W!i!Wall ()rity .• Materia! ;oeramlc Tile Fun Height at wei Wall 061y , Cetamlc Tile .T rir,;il'iulinosEi - Material (;e;amic -:JMtallaliori'

. . . Top (Single) · Materia J oJ!(Single} • Jristallatfor Top -'Mirterta 'rop'(QO!lble) ·lnstallatlot

WID closets . Ceramic V\fasher/OJYet flooiJng (til Inset) · -Matl)(iat . TilsWastier!Oryer Flt>cliing (thiriS!it) · ltistallalioii ·Ceramic tile . ' · · ·

l'ne sase -!nstaJiairoo 1J4";ZincTtanSijJ()(I ®ip

. rra;i) R(/0[1'1:

43:tEart 1.4tb'St!'llet New!l'ork,NV

Unit } EA HS HS

34;029 SF ,s;2WSF 2;280' LF

NIP NIC

J :LS 1EA

138'.EA 2Z6EA

SF '1 'LS

NIC NIC NIC. Inc.

5.o16SF $,016•SF

4,560 SF 4,560SF

SF -3,450 SF ·3450 SF '2) SOJ,.F

ci$F' osF·

9,10S Sf 9,1QS SF 5,520 SF

SF' NIG NIC

82!\'SF 1'>28 •SF a SF

:O ,SF

st= t,O'l$SF 1,626 LF 1;o26u='

.lOP

o(20

·Oat4rCteated: U /20/-JJ

Uni!C.OSI' TOtal I Totat '' 25,000.Q\J lEA $ 25,,000

,$' 10,:ooo,oo it,s $ w ;ooo $ s;p(J(),OO I!;S $' :;,QQO

$ s .oo•.lsF $ 170,143 $ s .o(l!Sf $ 26,250 $ 35,00 /LF .$ 7fl;800

NIC NIC

$ 5;00\).00 !Cs $ 5,000 $ 7 ,500,{10, tfi,A $ MOe> $ 15o;oo lEA $ 2o.?oo $ 150.00, iEA $ 33 900 $ 12.06 /SF $ 13s:soo $ 5 000.0'0 ILS $ •5,000

$ 2,'129;437

NIC

NIC inc;

$ ($F $ 7.5,240, $ 1;oo tsF $ '35,112.

$ $ 1'14;000 $ $ 136,800

$ 6.00 /SF $ 20,7Qq $ ·6.50 /SF $ 22,425 •$ . 6.00 /SF $ 20,100 . $ 5 .. 00 iLF ;$ 13,800 1 $ 3.00 /LF $ B,28o.

$ S,Qo /SF' $ .$ /SF $. '$ p:oo ISF $ 45,540 $ q.SO /'qF $ 59,202 $ s :oo /SF $ 27,600 $ 6:50 /SF $ 3t),880

NIC NIC

$ 35:.00 . JSF $ 28,980 $ lSF $ 24;MO $ 35.00 /SF $ $ 30,00 /SF $

$ 5.00 . /SF $ '5;130 $ . '6.50. /SF $ 6,669 $ -5.00: /L.:F $ $ /LF $ 3,078

Inc

Noble Construction Group, LLC Typical Development

Code Trade Description Ceramic Tile Floors w/Base Ceramic Tile Wainscot

1st Floor Service Area Ceramic Tile Floors w/Base Ceramic Tile Wainscot

1st Floor Vestibule off Seniice Area Ceramic Tile Floors w/Base Ceramic Tile Wainscot

Refuse/Recycle Room: Ceramic Tile Floors w/Base Ceramic Tile Wainscot

-----

Back-of-House Bathrooms- 2 Fixture Cellar 1st Floor

Relail Bathrooms - 5 Fixture Cellar 1st Floor

Locker Room at Cellar Ceramic Tile Floors w/Base Ceramic Tile Base

Janitor Closet at Cellar Ceramic Tile Floors w/Base Ceramic Tile Base

Laundry Room Ceramic Tile Floors w/Base Ceramic Tile Base

13th Street Elevator Lobby at Roof Ceramic Tile Floors w/Base Ceramic Tile Base

Marble Saddles Apartment Entrances Bathrooms Trash Rooms Fire Stairs Fire Smoke Doors

Ceramic Tile 09550 Wood Floortng

Wood Flooring (All Rooms Except Bathrooms and Kitchens) Wood reducing strip

432 East 14th Street New York, NY

Protection of Wood Flooring by Flooring Contractor (Includes Paper Covering Only' Wood Flooring

09650 Resilient Flooring Misc. Locations

Reslllent Flooring 09680 Carpeting

Public Corridor Allowance Public Corridor Carpet Base Allowance Bedroom Allowance

Carpeting 09900 Painting

Apartments (Walls and Ceilings) Covercoat Ceilings @Apartments

I Corridors Stairs MER Rooms/Back of House Exterior Railings, Ladders, Etc. Paint Floors at 1st Floor Service Areas, Vestibule) PaintinQ ParkinQ Lines, Arrows Etc.

Painting

D;ate Prlnte.d: 3/2/2016 Time Printe d: 6:28 PM

-

Page 1lof20

Unit 700 SF 180 LF

NIC NIC

NIC NIC

1,000 SF 2,600 SF

2 EA 1 EA

2EA 2 EA

NIC NIC

NIC NIC

NIC NIC

120 SF 50 LF

114 EA 138 EA 14 EA 60 EA OEA

78,257 SF Inc Inc

1 LS

729 SY NIC NIC

114 EA 114 EA

15 EA 4 EA 1 LS 1 LS 1 LS

NiC

Unit Cost $ 15.00 /SF $ $ 15.00 /LF $

NIC NIC

NIC NIC

$ 10.00 /SF $ $ 10.00 /SF $

$ 2,500.00 /EA $ $ 2,500.00 lEA $

$ 6,000.00 /EA $ $ 6,000.00 lEA $

NIC NIC

NIC NIC

NIC NIC

$ 15.00 /SF $ $ 15.00 /LF $

$ 100.00 /EA $ $ 75.00 /EA $ $ 100.00 /EA $ $ 100.00 /EA $ $ 100.00 lEA $

$ 6.00 /SF $ Inc Inc

$ 10 000.00 /LS $

$ 50.00 /SY $ NIC NIC

$ 1 ,500.00 /EA $ $ 1 ,000.00 lEA $ $ 5,000.00 lEA $ $ 7,500.00 lEA $ $ 10.000.00 /LS $ $ 5,000.00 /LS $ $ 2,000.00 /LS $

NiC

Total 10,500 2,700

10,000 26,000

5,000 2,500

12,000 12.000

1,800 750

11,400 10,350

1,400 6,000

-

469,544

10,000

36,458

171,000 114,000 75.000 30 ,000 10,000 5,000 2,000

$

$

$

$

$

O;,te Created: 11/.20/13 Date Revl!.ed: 02/ 26/16

Version Number: 03

Total

801,506

469,544

10,000

36,458

407,000

Col)stnlctloo Groop; llC Typical Deveiopmeot

:Cb<l" · ,-- 'Trade .DescriptiO (I ·•P99SQ Wan .coy!'rlng' .

Wall Covering Allowan¢e W!IU-:caverlno

1\l42!5 GraphicS AlloWance '" . •Gtaphlcs toaoo Bath AccesSory

APaitm¢ntE1alhrOQms •,Grohe O,ndus40 3't7

381 Q(j() · · :RobeHook'- · · .. ;soap-Dispenser ShtiwerC.urialn Rod :Custom Medicine. {)ab[nef Standard Medicine.(:abinel

aattirooms io.ilel'Partitlons .Urhial screeris.

.Dispenser Piiperiowel Dispensertbisppsal soap Dispenser Tilted :MJrror Coat Hook

·:rax, Batti

1'r170 CompactOr • nash .Compactor

CompactOr '" 111ao· RubbTs11CfiU!e

· · · ·· Refuse ;¢\l!)te I ;!4''diameter - # Ffoors Rubtii$1l-c1Wtrr·

11450 !Sitc.bilo APPllin'lc,e . · Aparimen\A.ppiiant;e.AiiQWaQ¢e

·

Rein9eraicir >GE:<;as2oE:sl'ls.s Range • GE.;(G:;>SS<iSEF'SS Range¢ord . . . M!cr!))'!ave Over C?Ei·JI'!'-'!31,61 BFSS

Eilomll!1tg owr541 OQFBI Cord· . .

·A_GI030BK Wa$her- BosehiNAi284QOUC Condensing. DrYer· Bp$cli WTGB6400VC

Kit· :Bdsch.'WTiZ2041 0. ice Maker

Aineni\Y Appliances :RiifrigeratOr Range 'Range;Cl;ird ·Micrc;iWave·Over·Rarige. :o;sn_wasner · :o l.shwasher Ccird ·Ice Maker

. Wine Co.oler Priya!e 1\t tst Floor

Refrigerator M'icrillvav.e hishWashet Dis)1wasti¢t cot.ci

Street· N,e)i\1 yqik,

Oiite.CrE"ated::.llJ2.Q/L' .bate Reviseci:.-O].fi.G/16.

. 'NJltr!J:m.:

Unit Unlt.C:::P5C-.-. -. -- -- . . Total 'I filial

NIC NIC

N,lq

NIC

N!Q

NIC.

Nib. N)C NIC NIC

NIC

1 ALLOW $ 20;ooo,oo /ALLOW $ 20,000 $ 20,000

j:31i -I:A $ 200 .. 00 lEA $ t7;i5ob PB'Ef< $. :)O(MO· lEA $ tJ.B ;EA $ fiO:OO lEA $

NIC l:3ll EA $ 100 .. 00 lEA $ I J;aoo 138:EA $: lEA $ H)J,900

NlC

3 EA $ 600.00 tEA $ 1,800 2EA ·$ lso,·oo lEA $ 300 HA :$ 75c00 lEA $ 525 te:A $· 250:00 lEA $ 1,750 9e:A $ so,oo lEA $ 45.o 9EA •$ 150j)() /EA $ t,35b 9E'A $ 50.00. /EA '$' 450 $ .. 1,7,73.4

1$ 217;559

2EA $ 1s.ooo;oo LEA $ 'lOiOOo .. 30,000

15 EA $ 2,500.00 lEA . 3;7,5oo . $· 37,500

·114 EA .$ 987.00 tEA $ 112,518 • 114 EA $' 1,034,00 tEA $ 11],876 1_14 EA $ 2s:oo !'CA. $ 2,850 H4EA $ zw;oo tEA $ 24.738 1f4EA $ 467;00. /EA. $ 53:238 ,. 114 EA $ 16.00 JEA $• 1,824:

NIC 1t4EA. $ 724.00. /EA $• 82,536 t)AEA $ 724 .. 00 /EA. $' 82,536 1.14 .. EA $ 22,00 /EA $ 114EA $ 5().()0. !BA $ 5 .. 700

NIC.

1.EA $ i,soooo lEA $ {500 1 .EA $ t,soo:oo tfi:A $ 1_.soo 1 'EA $ 25.00 lEA $ 25 •1 ·EA $ 500:00 /EA $ 500 '1 EA $ soo:oo JEJ!.. $ 500• 1 lOA $ .2!1.00 lEA $ 25 1EA $ 750.00 lEA $ 150 1 e:A $ 1;000.00 lEA $ 1.,000

NICe NIC Nrc NIC

Noble Construction Gro11p; llc

·Traile ,Description Ice Maker

Cainnierdal Tax · · ·· ·· ··

Cabinets &Vanities ,Kitchens · ,. CabJnet Allo.wanC!'! c .Open ;cabbie! c 'Win!l'' - Dlshwasher'Panel · · · · · ·

43i New Ycrk,. NY·

• End Panel at , Flrilshed:Panel Low Wali Papel,at ,Galley KHt:heris.·(FacingUvfng Room,s) c 2nd:End Panel . .. Bathrooms · · · · · -• Single Vanity A!io>Nan:ce .. Double Tax · · · · ·

Kliche.n Cabln.ets ·&vanities 125oo Wlnde>W'freatments

· · Alloviimce . . Wind.o.wTreatments

1114210

:Ejevator$

· Residen\l!il Eievatqxs .. Floi:ii'S·C th,r:o.RO EleiratOt} Flotii'S C'ihr:o 8 (1 ,Eii!li<Jtor) Floors<: tlir:o i (2 e:reva.ior) Cali Allowance EniraJ'lces Enarn;:Jat TYP Floors)

l;c)bby) · ReiaiiEievators

FloorS C'thru 1 Cab Aliowam:e Entnirices (SiriQiaSpeed Entrances at tobbvl

14610 Holst& ;Brtdge · & Pirii9n [joiSt

. . . of Adjl!Ge(!t

.. sl ilewalkBrfdge · · · +J61$t &artdge

1 ,P.lumblng

.Date PfintBI': ·3{?./20l6 ;Tirne·P.rinte!l: 6:28.PM

New O(Jt$lde Building line :NeWStorr()/Sanlt<icy:Servii;:e · ·

\Mller New Fire Service 'New Gas 'UJII)Iy<:ompany House Traps

Plu[llbing Equipl!lent Ejectors

Duple)(. FiWPUI!lP DupleJC PO!Tiestic Boos.terPump , ... North l3tiild!ng yvater Heaters (NVIJI-H&2} South 9uil(lingVI,Taier fie!Jt!lrS (SWfic1.&2) Sump Pumps MixinqValves Circulating Pumps'

Roof; Garage ;me( 'rerrace;Drall'ls

·of..iq

'['.lfc NJC

NIC

Inc Inc

Unlf

.2.EA 1 E;A. 1eA

2 E/1

2EA 1 EA 1 EA 2EA 2EA 4EA

47 !':A

$ $

$

·$ -$ ·$ $ $ $

'$:

Uhif'Cost .

rEA. 35,000,00· lEA 25,00.0.00 . lEA

15;000.00 lEA

1s;oo.o.oo lEA zs;aoo.w tEA

t.r=A 2s;OQOJ)() lF;A

s.ooo.po

2.oo6:cio (E.A

NJc NIC

nate qe<!"t.eJt;; :tt/2.0/ll oif.'l6)16

Ql:

T6tal I Tptal

$. 43,676 r ·- ·$3s,s.oo

$ 50,000 $ 3s;ooo $ 25,000 NIC. $ 30,000

$ 30,000 $ 25,000

25;000 $ 50,000 $ ;50;000 -$ 2o;ooo l_nc . inc $ 94;1aa

Noble Construction Group, LLC Typical Development

-------------------- -----

Code Trade Description Water Closets- No Spec Lavatory - Kohler Undercounter Kathryr Lavatory Grohe Watercare - 20 209 002 Pedistal Sink Pedistal Faucet Bathtub- American Standard Studio 60" x 32" w/Apron Shower System - Grohe Starlight Shower Head - Grohe 27 808 000 Hand Shower- Grohe 28 341 000 Tub Filler- Grohe 13 164 000 Balance Valve - Grohe 19 347 000 Diverter and Valve set - Grohe Shower Pan Shower Faucet

Sink- Moen Black Sink Kitchen Faucet - Moen Black Sink Faucet

Plumbing Fixtures Apartments {Rough Only) Water Closets Lavatories w/Faucet Pedistal Sink Tubs W/Faucet and Diverter Shower w/Faucet Kitchen Sinks w/Faucet

Plumbing Roughing Dishwasher Ice Maker Gas Range Gas PTAC Units Garbage Disposal Commercial Washers Commercial Dryers Mechanical Equipment Coffee Machine at Lobby Gas for Fireplace at Lobby Outdoor Kitchen ·at Rooftop Terrace Outdoor Shower at Rooftop Terrace

Receive & Handle Appliances Service Sink at Janitor Closet at Cellar Service Sink at Retail at Cellar & 1st Floor Plumbing Rough for Spaces - Lounge at Cellar {Range, Refrigerator, Sink, Dishwasher: - Private Dining at Lobby {Refrigerator, Ice Maker, Sink, Dishwasher: Plumbing Rough for Locker R.ooms Drinking Fountain at FHness Back-of-House Bathrooms - 2 Fixture

Cellar 1st Floor

Retail Bathrooms - 5 Fixture Cellar 1st Floor

Underground Piping Allowance for Future Retail Insulation at Piping Detention Tank Swimming Pool Connections Irrigation Hook-ups Misc. PlumbinQ

Plumbing 15300 Fire Protection

Date Printed: 3/2/2016 Time Printed: 6:28PM

New Fire Pump and Controller

432 East 14th Street New York, NY

Page 14 of20

NIC

NIC

NIC NIC

Inc

NIC

Unit Unit Cost 138 EA $ 250.00 /EA 138 EA $ 350.00 /EA 138 EA $ 200.00 lEA

0 EA /EA OEA /EA

138 EA $ 1,000.00 /EA 138 EA $ 275.00 lEA 138 EA $ 90.00 /EA 138 EA $ 100.00 /EA 138 EA $ 110.00 lEA 138 EA $ 175.00 /EA 138 EA $ 175.00 /EA

0 EA $ 250.00 /EA OEA $ 350.00 /EA

114 EA $ 400.00 /EA 114 EA $ 350.00 lEA

138 EA $ 2,000.00 /EA 138 EA $ 2,000.00 /EA

OEA /EA 138 EA $ 2,000.00 lEA

0 EA $ 2,000.00 /EA 114 EA $ 2,000.00 /EA

114 EA $ 700.00 lEA 114 EA $ 500.00 /EA 114 EA $ 800.00 /EA 196 EA $ 800.00 /EA

6 EA $ 2,500.00 lEA 4 EA $ 2,500.00 iEA 1 LS $ 25,000.00 /LS 1 EA $ 1 ,250.00 /EA 1 EA $ 2,500.00 /EA 1 EA $ 5,000.00 /EA 1 EA $ 2,500.00 /EA

1 EA $ 2,500.00 /EA 2 EA $ 2,500.00 /EA

1 LS $ 10,000.00 /LS

1 EA $ 3,500.00 /EA

2 EA $ 5,000.00 /EA 1 EA $ 5,000.00 /EA

2EA $ 12,500.00 /EA 2 EA $ 12,500.00 lEA 1 ALLOW $ 25,000.00 /ALLOW

1 ALLOW $ 20,000.00 /ALLOW

1 LS $ 5,000.00 /LS 1 LS $ 5,000.00 /LS

1 EA $ 50,000.00 /EA

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

$ $ $ $ $ $

$ $ $ $ NIC $ $ $ $ $ $ $ NIC $ $

$ NIC NIC $

$ $

$ $ $ Inc $ NIC $ $

$

Total 34,500 48,300 27,600 -

138,000 37,950 12,420 13,800 15,t80 24,150 24,150

--

45,600 39,900

276,000 276,000 -276,000

-228,000

79,800 57,000 91,200

156,800

15,000 10,000 25,000

1,250 2,500 5,000 2,500

2,500 5,000

10,000

3,500

10,000 5,000

25,000 25,000 25,000

20,000

5,000 5,000

50,000

$

Date Crc.ated: 11/20/13 Oate Revised: 02/26/16

Versloh Number: 03

Total

2,538,788

CQrfstr'\iction,Group,llt Tvpica( Oeyelpprn;ent

Description J,oq!<eyPump Pire OJ)' Valve, ,Floor Ccm,!llllV<!!Ye f\ssemblie.s Nev.r SpiiiJiiW Trash Clli11paet!I( Contror Vallie, chute,Riser ;Standpipe'Rlser:s & Dtains :$ecpr\dacy WaJer TanK· H.OOO Gallon

Cabinet Lobpy +Jose Cablhet 'Mise; Fire Protecf,JC\n

.flriiited:·. 3/'l./1016

Rooftop Units ,RTU.:CSA• 1 :, Hpper'Roqt.Anno

• Fans' , , " ,

'TEF•1 . .1· U,Roof/Toilet , Greenheck 'TEP•l.2 • u. Rcofffoilet • Greenbeck TE.F,2.1 •Roof/Toilet. Greenheek TEF•2;2 • Rcicif/TOihit•Greenhecl< 'TEF. 2.,3 -Rootrroilet ; Greerii\eek rEF'2A.•RoofiToilet• Greehheck TEF-2 .. 5 TEF•2:s. Rotif/Tollet -<GreenMcl< i:EF-2'7 -Rotif/Ti>llet. Greehheek KEF-1.1 - U.Roof/Kitohen -· Greei\hed< KEF-2. 1 -RciciffKijchen - Greenheck :KEf'2..2 -Roaf/Ki!Chim·- Greenfieck

. G,F.16or/Balhrooriis • 'Greeriheck • rcellarNanous - fGreeilheCk

l$F'•c.1.- cenar/Lauhdrif ·• Greei:lhecR .LEF•c.t - cenar/Laliridry , tR.F-t· ,RooffTilish R:oom• Giiienheck

R6offTrash Room, Greenheck GEF-I'U - Room - Gieenheck

· AC,A.6.1·1· :8tfl floPi'· Daiklri AC-f\.B.1c2. -:lith Flbof· Qaikin

H . F.loot -AC-6.8.1-2 . :8\h Floot -· Dalkin

Ffqqr-baikbl .AC•0;6JC1 .,8th Aoor· Daikin Ac:o :8.1-2 .•. Eith Floor" Daiklr;l AC)D.SJ-:h 8th Floor,' Dalkin .AC.MJ-1 • (th F!oor- Daikin AC.A.k1'2 •7tti Floor, Dalkin Ae-a:z:l•l .-7th i=ioar- t>alkiii AC-B:7:t'2 •.Jtli Flooi:•'baikin .ACoB:7:1-3 •,7th Ploor-.•Daikin AC•D.7.h1 • 7th F.loor:• Oalkiri AC•D. 7+ 2:• 7th Floor• oaiklri AC-D:7.t .;l-71h Floor•'Daikiri AC'F:7.2·1 c 7th Ficici'- Daiklil AC•F..7.2•2. 7th Floor•Daikin AC,E'72•1 , 7th Floor • Dalkin· AC•E].2•2 -7th Flcior • Daikin AC·AM ,.tstF:Ioor• Daikin

.1-UlO/J,J.

l'ql!ll

669,732

!itollp, LLC TypJcal Developmeni

'Code ·rra!le ·

:ptirtted: 3h/20i6

1st Flifor:. oatkin

A (DiU 1sf:fl!l¢r • DaJkio AC·:L<p- 1 s,\ FI!JQr,-ACi!>CS-1stfloor- Oaikln .AC-GYM.1 :¢eli.1r - Oaikio :A¢'<3:YM,2 Pi!!kin ·AC.,SL1 - C!!llllr • Di!ikin

Air coo(ed Condensing '

JICqtJ.a •. itH ,AC.CUcA.7.1-t ;i¢du-8.7:1-l

Act;:u.t:1.2-'1 ·

Adcu-8.1-1 AcciN.:..:i AGCU-L,G,1 Accu-a,c:1 ACCti-13YM:1 AC(';lM3L1

Gas PtAc Units widb · PTAG-A "Apjs.

PTAC•B ,_ Apts .• )siand!l;lt¢ •isll!llcja!rn

PtAC.:o- Apts, -E:tectnc Duct oHb.A . .. otiQ;e

Eiec\iic'Heater E:f-i,s.1 EH.l;l

. Unn Heaters UH-A ... UHR'C

'Etecttlc.Eiaseboar<I ,Heaters EBH,A ..... EBH·C

. - ;BQiiE)(li - 'Centroug$i Puinps ,. :flue · -Piping -Ci:lnttols

:ouctwork. - T!,iiiel$haust Riser,; • 'Kitchen - :comdodo)(haust - · -- Tta.sh R®mS' · Rooms

·43Z Street New York; lilY

fage=l& obio

NiC Nic NiC 'Nic, Ni.c

NIC

l,Jnlt 1 .EA 1 EA 1EA 1EA 1 EA 1 EA 1 EA 1 EA 1.EA '1:\;';A '1 EA 1 .E;A 1 EA tEA lEA 1'EA· 1 EA t .EA 1 EA tEA

1 EA 1 EA HA 1EA 1 EA

54,EA 74 EA 57EA 1.1 EA

tALLOW 1 ALLovir 8 EA

2 EA 20 E:A·

6EA' l2· EA

z2 :EA ·· atA 2EA ;!.EA

2.EA 2EA 1 E;i>,

$ $ $ $ $ $ $ $ $

$ $ $ $ $ $ $ ' ,$, $' . $ $ $ $ $ '$ $ $

l l $

$ . $'

$'

$ $'

:$,

$ $

UriltCQSt a:soo.oo lEA,-- ·s: e,spo,oo lEA s 8,500.00 /EA $ a.soo:oo lEA s a,S®;oo Iii}, $ s.soo:oo ItA $ s,soo:oo lEA s a,soq.oq lEA :; s.soo:oo. 'EA $

11 ,000.00 tEA $ ,11 ;oao.oo 1&. i> 1J;oo.o:oo lEA $ 11;ooo .. oo. ItA $ 11 ,OOMO /EA $ H.PbO.Oli /F;:A $ 1 J :aoo,oo lEA s u ;ooo.oo lEA $ 11 :ooo.oo lEA $ n :ooo;oo lEA $ 11 ;000>00 /EA $ 1t ;000.00 lEA .$ 11;000.00 lEA .$ 1t;OOilOO /EA $. 11;000.QO (EA $ 1.1;000,00 lEA, ,$' 1. t i:l.oo.oo tEA. $

i.,8so.oo /EA .$ 1,850.00 /f5A $ r,8so:oo tEA $ 1.8.50.00 lEA $

.$,000.00 IAL.l.OW .$ 5,1)$0.00 )ALLOW $

pQO,qo iEA $ 500;0Q lEA $

5oo,oo iEA $ :SoQ,OO /EA $ 500,00 /EA $ p.OO:(j(). /y3A l

1;:,5od.o.li lEA 1B,50(l.oo . /EA

'EA 20;¢0().00 lEA

2o,ooo:oo, lEA 25,ooo.o6 lEA 25,0QO .. OO lr:A

NIC NIG NIC NIC N.iC

$ $ $ $ N.tc $ $ $

Total 8·,soo ·•· 8,500

8;500 8,500" 8,',500 8,5$0-8;.!i00

J1,00Q 1'1.000 11;ooo 1l.coo 11.,000 11,1)00 h .doo 11,000 h,ODO 1i,liOO . 11 ,000 11,000 11,000 11,000 1'1,000 •· 1'1,000 11 ,00.0,

99,900

1.05;450 20:350

5,000 5,000

'1;000 1,000

1,000 ·10;00()'

3;000 t>',QOO ,

;3a5;ooo. t4i3.ood

7o;i:lOO 40;{)00

40;000 50,000 25,000

ii/J.ri/13 pzgB/16-

Vi!rsion 'Ni.m1bet: oa

:total

cNpiiie;ConstruC!iP!l Graup, LLC Typlpal

CPde Trade. ·

HVAC

-- Ba:ck'of-hOuse -ExtenCirtGaosimll¢1<5 ¢qollng AlloW<mce Jilt·ljr CWS/R Risers for Future Retait Coc:iling 'ToWe( Diffusers, Retums, Registets,.elc. · · · · Linear'Diffl;ISetS' · · · Da:mpe.ts Louvers (;onttOI Wiring ilfl!llMttnostats StaJ! llli"""d A.lr Balill1.Cie Commerci<ii·Kitctwnd·Exhaust;Risers Venttitaiiilrt for CellarKi\cMn

t91flilE.Ii!cli'i.cai,Sy$!etns

i/2iz016 'Tir'fl:e

service and 'SYiilehgear • NeiAI<Eie.ctrical Parte Is. ;,ndcBreakers , Generator Gen¢rarPower and lighting

Amenity Spaee ·

Retail Ap.artmentBreakc!Q\Yn rotai#:<lf o Bedt®ros J o,tal.# oro Beatqi)m$ + Tq!$1:# oh' se:amoms 'rot<Jf# of 1 Beqrooms + Tot<!j#.<if 2 !3e\lrooms

'Tot<ll:# of 4 'Rough'& ,Conn.f!Qt

Slie:'l{'(lprove.met)l$ qiiilar Liglrt Court • ELIMINATED

irt!ga\ioo·System Utl!!iing AllqWanoe

Ground :Floor plarfti!lgs In ptantt\i'S · ·

.. :irrigation system fprp!antir)gslii {ighilrig Allowaoc¢ ·

Main Roof · :o!l\ctR6r KJtC/lC).n i!nd bar

Jrrigation:syslem for pialllerE 'lighting

·Automatic Door at E;i1try Fiieplace at Lobby PantrY al Privateolriing at '1st Floor ·sat & Paotiy at Ce)lar · Additional Flciorieoxes :Custom Medk:ine Cabliiet ·· · · TraSh CompaCtor Amenity .Applfariees

Rernger.8tar Range Micrciwaile·Over Range D.lsl\washer · Wine .cooler

14th

NIC NIO Inc loc· tnc Inc; Inc Inc. NJC NIC

NlC.

N!C Nib

N!C

NIC NIC

. Urilt 1EA tEA 1 EA

1 LS :t LS

4,505 SF 2)2S5SF

SF

2.8 EA 0 EA

6.1' EA OEA

25 EA QEA o: EA OEA

1./(LLQW

1ALLOW

i .ALLOW '1. ALlOW 1 ALLOW 1 EA '1 EA

SEA t 38 .. EA

2EA

1 EA 1EA 1 EA 1EA 1 EA

Unlt.Cqst Total $ 25;000,00' lEA $ lEA

$ .. 25,000 ·

$ 8,4()0,oo lEA $ zs,ooo $ '8 .. 400

$ $

$ $ $

$

$

$

$ $

$

$. $ $ $ $

$ $. $

$ $ $ $ $

too:ooo,oo 1Ls 1od,1XJ():od iLs

2o.oo 1sr 20:0() /SF

1 .. so· lSF

s;ooo.oo ·£A lEA

8 ,500;00 lEA . lEA

11,000.00 lEA . lEA IEA lEA

NIC NIC rnc .. Inc InC' l.nc, I he. inc NIC. NlC

$ 10,0,000 $ iOO,OOQ NIC

$ 90,100 $ 41;,700 $.

$ 168;0oO $ $ .sia.5oo $ . .

$ 275,000 $ ..

$ $

NIC NIC

/ALLOW $' 1,250 1 ,25Q.OO' /ALLOW $ 1,250.•·

i .isd.OO )AU. OW $ 1:250. NIC

3 OO<i'OQ !ALlOW $ 3,000 1:250:0.0· /ALLOW- $ 1i250

lALLOW $ 2,000.00 lEA $. 2,000

/EA $. 2,9¢6 NIC NIC

1.,500.00c lEA $ 9,000 2.50.00 lEA $ 34,'500

2,500.00 lEA $ 5.;000

500_00 lEA $ '500 750.00 lEA $ 750 .2s.o,oo lEA $ 250 400.00 /E.A $ 400 250 .. 00 lEA $. ?.50

Dati! 11.{20/13·

.VerS!oh Number:: 03

Total

$ ----,;820,000

l':lobl.e.Construrtlon Group, Uc ·r ypig,J Development

IICode ·

·Time Printed!

.at 1 $1 f,toor Refnl)eratqr ·· · · · · · Mic:rowave

Resi(!eiiiial Fioqrs ,Othni R(l .EieVlltqr) Floors C .t[lw. ( t Elevator) Floors :Cthr:tt ,7(2 Elavator)

'D4alRack& Plnlqn Hills\ Loading Pock · · · · Siiiew<!lk'E)r}dge PlUmbing Eciiilpmerii

Ejectors · :Duplex Pili Pump (tFP-1&:?i

Dom!lStic.aooster Pump. · BuiJdi[lg W<!.fe( He'!\Qrs .(i'j\!'11:f·1&2l

:south :Building Water Helitef'J> (Sllill·H&:1l .Sump P.timps · . · Coffee 'Machine at lobby ·Gas.for'Firepiace·at 'Outdoor Kitchen at RooitllP

Fire ProtectiOn Equlprneni New Fire Pump·and ,Contr0iie( Jockey Pump HVAC Equipment

RoqllopUnHs RTU•CsA,•1 - tipper Root- .Anno RTU' CS!\:,2 • i)pflllr Ro9r -Anno

EXhaosi i= ans TEF+ 1. TEF' 1 :2 "lJ:RoorrroUet - Greeoheek TEF'2.:1 -Roqf!Tollet-·Greenlieek TEF-2:2 · Rooffi'oilet -TEF•2:3 • Ro()f/Tollet • TEF-2:4 • R.oo!irollet • TEF•2:5 • Roof/Toilet>- GreenMck

RooffToHet- c.;reenh!!'* R()QffT()llet•.Gr!lenhecll

KEF-1.,.1 :U;Rooi'/KHchen - Greenheck KEF:•2•1 Greenhe9k · KeF-z;z .• •RaoriKHclien

G,Ffoor/Bathrooms Sreetiheck .GEF•C,1 ,. CellarNarious.,c Gr1111nheck · · LSF•.C.1:•

i -:C.eliariLaundry • GreenMck TRf"1 - RoW'J'f<!s!J Room- .(3feenh'!itk

Rtx)ri'\•Grelir\heck. GEF-Fq - Room -

YRF · . . . . · AC,A,e,l"j -8tl) fiqtlr ·- Daiklrl

floor -pa*!h

}\.C•B.8;1c2 , 11th FICior.'Oalklr:t Ac,s:8,1•3- ath Floor .Ac;oJI, H • Bih Fig9r .• Ac..o.tj.l -2 • f!th Floor • Dalkln AC-D:a.1."3 :.. il\h Fi;:,9r- Calkin AC-A:7A•1 ·7th Floor- [)aikln

1·:2 . 7tti Floor-paikln

·432 East i4th Street NY

}:'age

.unit.

NiC

1 'EA '1 -EA 2 .EA 2E:A ZEA 2EA

2 i2A 1 EA iEA 2E'A 2 EA 4 EA 1E:A i SA f EA.' 1 EA 1EP.

t EA f EA

1 EA tEA f EA t EA tEA l' E;A lEA 1'•EA. 1FE.A 1:EA t :EA 1 EA 1•EA 1 .EA 1 'EA. n:/\ 1EA iEA 1:t:A 1 EA ·1'EA iSA 1 E'A 1 eA 1 EA 1EA 1 EA 1 EA t EA

$ $ $ $ ·$ $

$ .$ $ .$ '$. $ $. $ $

·$ $

$• $

$ $· $ $ $ $ $ $. $. $ $ $ $ $ $, $ $ $ $

$ .$ .$ $ $ $ $ $ $

.1:112911.3: 02/26hfi.

:Nu_mtler::Q3

UnltCost · Ttit<il I Total

NIC NlC NfC

s,ooo;.oo lEA $ qiOO<J. 5 ,000.00 lEA $ 5,000 S:OOO.tlQ t.EA $. 10,660 ;3.500:()0 /EA $. 1,000

lEA $, 3,000 t ooo.oo lEA $ 2,000

2,500,00 lf;A $ ·5,000 4.500.00 lEA $ 2,500 2,:;o6.oo /EA $ 2,500 2,5,00;00 lEA. $ 5;000 2i50Q:QQ lEA .$ 5;000 2;!j_oo.oo IE.A $· 10;000

500.00 lEA $ 500 t:zso.oo lEA, $ 1)!50 4,000 .. 00 lEA $ 4;000

s.U¢0:00: lEA .$ 5;000 Z.liOO.oo lEA $ 2,500

3,50Q,oci ·lEA $ 3,500. 3,500 .. 00 .iEA •$ : 3,500:

z;SoMo ·lEA $ 2,500 :, z,spo.qo lEA $ 2,500 2,500:00 lEA $ 2,50()' ,, '2,500.00 /EA $ 2,500

lEA $ 2 .• 5oo. / EA $ 2·,5QO .

2,5oo:oo lEA $ 2,500 tE!\ . $ 2;500

2;poo.qo lEA, $ 2;506 ?;50b.Oo. lEA $ 2;500 2,SOQ;OO lEA $ f•590 l 2;5®.00. lEA $ 2;500 2,500JJO. lEA $ 2,soo· · 2:soo;oo· JEA $ 2.500 2;5®.00 lEA $ . 2,500 2,5oMo lEA $ z:soo· 2.s6Q.oo lEA $ 2;'500 2.soo.oo lEA $ 2,500 2.soo .. o6 lEA $ 2,900

s()o,oo. rEA $ sao sop:po tEA $ 500 500.00 /EA $ 500 5do.06 lEA $ so.o·.oa lEA $ 500 50MO t'I:A $ !iDb soo,.oq lEA $ 50.0 .soo.no lEA $ 500 sOOcOO lEA $ 500 5ao;oo it:A 500

• U.C

! Code · Trade · oesc;. · .. · ... AC:-8.7;1''·1 -·7th Floor ·-:Oilikln

· 3il}iOl $ 6:2"8 PM

: AC-'D.7,H Flqqr .. pjiikin A(>.D • 'l'!h f loqr- Oalkin )lc;0:'7;t ;3 •·7lh Fl.oor - ·OalkiO AC..F.7,2-1 - zihFioor- oaikin

• (th ;Fio¢r- oaiKin. 1\c.e;/'$·1 -7ih£1oor. Daiklrt

'7th Flo.()r " oaikin AC..A., 1,..1 - W :FlOPr- bai,kln

-1St'FJOPr • )Jajl\in

AC.BC.-1 • ·1st floor .• Daikin AC.GYi.tU pail< in

Cenar-tialkiri Air Cooled ·Units

ACC\)-A, :8':1c1

ACCU-B,:iki•2 ACCp,o;ie,l•1 ACGUcA7i1-<:1

.ACCU•D.7.1ci ACCU"F.t .i"'t ACCiJ-E:7i2-1 ACC.U-AF1 AGCU-B:H ·ACCU-L1 ACCU.U3,i Accu.acJ ACCU-G'i'M:.1 ACCU•SL.1

Gas PTAC UnH:S.w!Cb PTAC-A.- Apts. , 'lslandaire P-TAC-B .. • Aj:its, .PfAC.cC •,Apts., Jslahdaire PTAC"D.- Apts. •tslandaire

ouct:Heaters OHC.,A :Of:tc:a

HE!iltar EH-8.1 EH-.1.1

UH-A UHRCC

'Eilee\iic EiasebOaf(( Heaters, EeiH•A . . EBH-c

lnsiailbnlyHe\ll Tracing ·commeJ>:ial Commercial Ka.chen irrigatlqn · ·

14th'Stteet !'leWYorJi,M

·or 20:

Unit. 1 EA $ 1EA $ 1EA $ 1E/< $ 1EA $• tEA $ 1 i:A 1et, $ tEA $ 1 EA $ 1 EA $ tEA $ I EA $ 1 EA $ tEA $ tEA $. 1'EA. $ 1 EA $ 1EA $ 1 EA $

1EA $ 1•EA $ '1 EA $ 1 EA $ 1 BA $ 1 EA $ 1 EA $ 1 EA $ 1 EA $ 1 EA $ 1 EA $ 1 EA $ 1EA $ 1EA $' 1EA :$ rEA $ 1EA '$.

MEA $ 74 EA $ 57 EA $ 11. EA :$'

1 EA $ 1'EA· $

EPE.A $ z ;EA $

,2,EA, ·2Q :EA $

sEA 1'2 .EA $ 1 L$ S: 1 ALLOW $

NJC 1 L$ $

Oite Revised! 02/26/16 in

UnltC.!>st Total. I · Total .500 .. 00 /EA $ 500 .500:00 lEA $ 500 :soo.oo lEA $ 50Q !:100.00 lEA $ 500

lEA $ 5oo tEA $ 500.

soo;oo /EA. $ so·o soo,QU JEA $ sob 9QO,OQ lEI'; $. 56o 50Q.OO JEA $ 501i !;00,00 IJ'.A '$ 500 :SOO.OQ lEA $ 500 soo.Q(l IEA $· .500 500.00 lEA $ sao : sqo,QiJ IEJ\ $ 500 500;00 lEA, $ 5.00 591H)ll lEA, $ 500 SOOJ;JO fE.A $ SOP' 5()Qo,OO /EA $ 500 500.00'. /EA $ 500

2,5oo,oo lEA ';2,50.0 2,soo;oo. lEA $ ;1.500 tEA $ 2,500

2,500.00 IEJ\ $ 2,500;.00 lEA $ 2,500 2,soo.oo· 1EA $ 2,500 2. 500.00• lEA $ 2.500 z;soo.oo lEA $' 2;500 2;500.00 . lEA $ 2,500 z,soo:oo J'eA $ ;2.5()0 2;500 .. 00 lEA $ .2.500 2,500'.00 lEA $ z.s.oo

lEA $ 2.500 2/500c00 i'EA $ 2.-5oo:oo teA $ 2,soo:o.o iEA $. 2;5()0 z;5oo.oo lEA $ 2,500

350.00 /EA· $ 18,900 350.00. /EA :s 25,900 350.00· /fiA $ 19,950 350.00 lEA $ 3,850

500;00 lEA ·$ 500 soo.oo JEA $ Sob 500.'00 lEA . $ 4000 500·00 lEA $ {ooo 500.00 lEA $ 1/lOO 5QO:oo lEA $ 10.poo 500.:00 lEA $ .3;000 soo .. oo lEA s;o.oo

S,QOO.OO. ILS $ 7,500 .. 00 /ALLOW $ 7,500

NIC $;0oo.ll.O /LS $ 5,ll00

432,£ast14th NY

Trade ·

Lig1Ji l'il\lute Exle(ior l.igh!ihg at·14th Street Fayade

EXtGrtorugntlhg !3tClinopy · E:Jctt!tlor Lightin!j.afMaii'i Entry Fit(! Alarri) Systeh'i .

0\iRs N!oriitors

Cameros · · · · bqor Cohtili'!S.

.Cari;l To l::xit

Elecb'ic S!aji(m

iliSt!tiog pr(itE!ctlon ·Ughtiog .Pr$\'enkii 'Oirnll'lirtg"System,

. . . rrom MPr

Cor)duiJ 1TPm from"J"!!faCQm'Ro()mto Concierge Desk (rom T!il!iconi:Room t<> Retail

for NIP l:loxes (PurtiiSh·B. inS!illl) FIO,S MICtllt:juct {f:'umisfl oriry; FI.(JS-Mlct()dQct (Install Q.rily) · F:IOS 1'!10 Box Qnly) 'FlO$ NIP

@Nip Sox outlet@riOS

Grounding at "verizon 1/Vii"iog Between MQF AA.d Ri®t'CJpsets TirneWI!rner\Niiing $e.tweeQ MOF$ndRis¢rCios(it& Verizon Wiring Be_tween Riser CI(J$e)s aM "T(nie Y\famer'Wirlng B.e.tween J'lis11r (2) 'CatSUTP Cablestrom :Telecom NiO Sox '(2)"RG6tlCables fromTelecom:RQOm ,to NIP fioit . . (3}25 Pair Cable;irOJ:nMajnT"elll(:qm RPom it) i ellll:.omRi:li:!m ;Sq\Jth ·;3rd (3) 25 Pair Telecom Rqqm R(:iom,soutll· (2)2S Pair Ca)ile:tc:om Main lefecom Roo_m. to·l'el.!!(;(l!Jt RoomNolth -{:2) c25 Pair Ci!Piefroni Main Telecom Room to Telecof11 RoomNo!tfl • 6th Floorwi;11 C191®k$

Apilrtmehl Wlrin9 (1) Cat 5E and·( 1}RGG; per Dutlet Location AIIQWaiicMor WAP System - .

AMiill\(l$!Jal T!!!T1P.()TSJY Power/St!!!ldby :Misc. Electric"' ·

·· Eleetrl.cal Systems.

·

Noble. Construction G.ro.up, L.lC Proposed Development

Seclion

01000 0100.5. 01900 02060 02090 02300 02301 02302 02500 027ZO 03200 03300 04200 05500 · 05720 06200. 07140 07500 07900 08111) 08330 68410 08520 OB!l.OO 09001 0925.0 09300 09550 Q9650 09680 09900 09950 1042.5 10800 11170 1.1180 t 1450 1146.0 12500 142:10 1.4610 15200 15300 15800 16100

. Trade .

Site Test Borings Abatement Demolition SiiePreparation Earthwork & SOE Dewatering Soli Disposal Site Improvements Uiiiities· Concrete Foundations Cdticrete Maso·nry Misceflarieous lrqn Decorative Raii.iiJQ.s Millwork Waterproofing Roofing & Caulking & $(;!aia.m Hollow Metal,. Hardwar.e & Wood Ooors Overhead Dqors c;anopy

Winc:lows &: Metal Panels GJass & Glazing Special FiniShfi!$· GYPliJJITl Drywall Q(;!Jamtc Tit¢. Wood Flo<:iting Resi]ientfloori,ng Carpeting · · Painting · Wall covering

·· satb &Toilet Accessory Compactor Ru.P:bish.Chute Kitchen Appliance Kitchen C.ab.inets &. Vanities· WJndowTreatments Elevators .. Ho.ist & Bridge Plumbing ·· Fire Protection HVAC Electrical Systems

. t7000 GenerafConditions

Date P.rioted,:., 'Time. Printed:. 5:io. PM.

432 East 14th Sfreet New York, NY

Suildjng Gross Area: # o.tApts ..

Aniouht NIC Nib NIC NIC. $ 61,610 $ 6,0\:18.$85 $ 468,600 $ 9,68;990 $. $ .210,000 '$ $ 9-;25$,127 $. 3}209,597 $ 805,348 $ 297;$50 $ 220;915 $ 288;325 $. 6'82;068 $ 397;841 $ 598,796 N!C $; 110,000 $' 2;487,245 $ 34,450 $ \524;250 $ 3,484;5.97 $ 1.,0.84,038 $ 719,434 $ 10,000 $. 36,458 $ 695,600 NIC $ 2,500 $ 286,151 $ 30,000 $. 41,250 $ 721,584 $ 617,158 NIC $ 1,160,00() $ 614,5()0 $ 3;508,613 .$ $ .2;!297,250 $ .3,898,328

•$ 51,089;930

$ 5;108,993

$ SM$8;924,

Pagel oL22

NIC NIC NIC. NIC $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ NlC $ .$ $ $ $ $ $ $. $; $ NIC .$ $ $ $ $ $ NlC $ $ $ $ $ $

$ $

$

166,101 sf 154ea

UhitCos.t

0 .. 37 3Et71 2 .. 82 5.;83 s;aa 1;26

18;.97 55.71 19i32 4 ... 85 1.19 La3 1.14 4.11 2·AO 3.:61

14c97 0 ,21

20,98 S.53 4.33 0 .06 0-2.? 4.19-

0.()2 L7i ().1'8 0,25 4. 34

9 .$8

2J •. 12

..• 23.47 .. :.·:: : ... ) .. , ...

307,.58

3.0.76

:oate Created·: ·H/20/13. .Dale 02l2G/ l &

VersionNumber:'o&, llSA

Remarks

Noble Consiruction Groll!), Llt CJ>roposed'Developmen't

Code Tr11CI& Descrlpt;lop o1ooo sfte su&ey ·

. NIC_ '.Sitll S!lniey- ·

01oos teat Borings ...... -· ... - NIC T!!stBorl_rias-

o19oo 1\lfa'\e.ri:ient Mbestos, Lead:Palni and

Atmtement. o2oso _

"Oemolltlort .--sua PreparaUoo

'- Consti'Uctloo Fence/Pefimeier:flrot!'lC\Iqn 'Soli Erosion and SEidlmen.t Cortt_rc:ii:

Wheel Tracking tpait-6" min_: .Sih :Fe.nce Haybale Pro\ectlon _ _ . _ _ _ _ Fiffer Fabric Barrier@ Sl:lil Stopkpi.le _ .

i:)over-@C!ii¢11 Baslo CJJJS.h.ed.stah£1

Misc._ · . Site f'reparatlon

. 'EI!tl!i\Norli:& SOE' Selioari.t Wall :Genetill excavation Getleral Backfill Oviir :EXcaitatli:ln ofOrganic Backfill ofDrgaiiits · Rock: Removal

.Earlllworli:& soe 02301 oewatert,hg . _ _

Units,perEcs ProposaiPat&d 10n11s.

oewaterliil! .S9!.1 Pi!lPOSi!l

,peniobiiizaticin of sub. cellar wen point sysfern Welipoloi -.Jnsiallation wHh G.ooteehnicaiOnilRig (!(required) :De'<ll;!te!fri9 systern.Renwr (lnCiudJn!) eon:ipact•settling \anli:) 24(1 Qpetl)ttoo: Of $YStel11

equiptnent (Assume Every ;!5o:Hovrs) R..ental (i:lile.operilte, :dil!!s not intlude--fuel)

& oout>le Throw SWitch (does noflnclude< rueQ Reiocation df:HeMerPipl!l.and 'Pllmps (After isPiaced) Grouting pfWeiiP<lliW; fiJ_erAiiiiwaoce' ForGei"!!!tators DisCharge By--Owner

· T otal AhHclpated Soil excavation In Yards. 'Total Asllli::ipated Solr EXcaviillon in Tons Materliii'By Category

'Soll.t>J\;iii:isur

'rune" ?rlt'ited:·:.6:20:P'M

CleaiiFHI . CalegoryA-Catego()'.a Hazard:Materlar

14th S:trellt New Vork, :NY

9(. i2

·-.unrt ·

NIG

NIC'

Nrc

'NIO

NIC

NIC ..

NIC

3,3-.LF

1,250. SF' 646LS

t LS ns n ;s.

1,250SF 1 LS--

Nrc; .

1 L$ 1 LS 1 LS Hs i ts

LS' '1. LS 7MONTHS

1 8EA 7 MONTHS 7MONTHS 1 LS' 1: LS'-TMONTHS

1ll',110 26;754

e;689TONS 20,066 TON$

200T0NS ... .

· unltC,ost

$: 50.00 ILF

$ 15,00 /SF $. :10.00 /LS $ 2(500.00 /lS $ 1,000.00 ILS $ 1--,()oo,oo tUi $ . 1:00 /SF $ 15;000,00 !L$

= $ 12,500,00 /LS $ 3,!i,68M O ILS $ ss.7oo:oo /LS

$152,700.00: JLS $7e;soo.oo $8,800,00 Jlv10NTH

iMoN,n-+ $24,500.00 JL$. $18,SOO.OO li..S

!MbNTH

rr<:)N $32,00 fFON

_$tsi oo trbr'l

Total

NlC

NIC

Nrc

-$-- 15Mb

:$ 1B,7!j(J $ 6;46Q. $ 2;500 '$ 1.00(/: $ 1;01)¢

1.:iso $ 15.000

$ •. 430,031 $: $ $ $

$ $: $ NIC $

$ $ $ $ NI.C

NIC.

552,469 12,500 36;.6.85 66,700

Nne; .

152,760 76;so<) 61 .600

22soo ss'soo 2-t:SQO 24,5bo 18,<500 Zl .ilOO

$ . $ 542,096 $

D<lti!! ,CreatP.d:· pi/i6/i6

Total

NIC

NIC.

NI_C

I NIC r

1$ 61;610

6,09S;385

l 466;6.00

$ 9!1$;990

Constnl.Ctloii·G·roul), lLC ·

Code. -·r..,.ae. · -025oP Site lmt>i'6Veli\en!s

· , Sld!IYv<Jiks & curbs Removals ofEXistlng,Sidewa.lks anr:!.C.urbs

·· · · · ·· New Concrete Curbs

Pavlil!i · 3' Repair at New:Curb

-Street Poles · · Sireet poles

•SiteetTfe:es (Allowance) · ··· · ·· ·

TrelrGr,ates

432' East

green wall with ae<:Qrativewo.od. slatling,aoa integrated irrigat)on s,Y$i<3,m P.rai(lf!Qe i3nd.$lab

·Prillted: 3Afich6 T)_rilli)J:int!ct: PM

to cpnf'!if1 planting bedrtJix PlantiJ:ig. 'riliJC'ilnd mtJICiles Shrub, perenniill> 91'9undi:Over,.arid bulb Stohe:8et stepping storiet> · · ipe ped¢stal support or lpe PeaeS1al decking :ifles· im9ati9h s}(Stetn · Li9htii1!i Allowance Flriishes Wood A Wiling ,per-Interior i:lrawlngs

Ground Ftooi'Pianthigs Porceialo t ile or .stone Pi!ifer$ Wood·deckiog . Removable living green w\th deCOroatlv¢ woo:cl' slafting'ani! lntegrated'imgation ·system · Cedl;!r fence Siid g;;rte, · · Dl)cqra:tive,tal$e,!l :plani!!rs. .

plantE!t$ if necessi;iry. Ligh\ scii)s :forplanters. andmp1Cf1ils

Jietenniat, gr:Pu.nct.covEJr, :and. b_ulll piantings f.ctillcial la\'1!1 i!rell . . . . . .

sui) (il!!i'iid,;deck O:n pl!(fest;ils' 2 IAI<loil ciad wittJ .stqn"' top 'Polll:ile piP¢ ga,Wanlzect $heElP metill rootoviif h¢ad lrrigaiion ·system·tor•pl'antliigsin :pJilnt,ei'S ·

.Af!QVI!Ince · finist)es . . . . Actdlilonai.AIIowah¢9 for Area that was fortnallyCellerLight Court

:13tli · $ystem Canopy

OeQOJ<1\lveVI/CiOdPanels ar,Main l;ni!Y Wo\ld Slats ;;rt VVinct9Ws

;znct

DeQOrathi!f raised pll!nters ,Light'weightengineere.d &Oils far plantem.and mu.tehes

Ply orT6umes61GRT482408 or similar sliJJ.ib, pet:eniilal. arid'bulb j:>larilit:tgs

liTi!Jilllon s}iSiemfor plantings irt planterS · Ughting Allowance · -

.of i 2

NIC

Ni(;

NIG NIC NiC NIC NiC NIC NIG NIC NIC NIC NIC

Inc

NIG.

NIC

NiC

Unit

:2,730 SF f,.73() SF

s.F'

4EA .4 EA 4EA

i LS 1l$. tt1s 1 ·Ls' 1L$ 1. :Ls 1 l.s 11S 1 '-'s 1 t s 1 Ls 1 LS. 1 Ls

1 ALLOW TEA

1LS 1 tLS t l.s· 1 LS. 1 L$ 1 Ls

'$ '$ $.

$

$

$

$ $ $ $ $. $ $ $

$.

$ $

•$, '$ $ $ $ $ $

UriltCP5t

s;oq J$F 15,.00 /SF 2Q.OO ILF

20.{)0 ISF

1500.00 lEA 2:5oO,oo lEA

/EA

32,$12.50 ILS 14;:810.75' /LS zo.40!l.b0 ti.s

t7,ooo.oo_ ii::s 42,soo,oo 615400 /LS

/(S 7,650c(>O, I(,S 2.125,!)0 ./LS

1o.ooo:oo !Ls 10,000.:00 IL_S,

56.00 :!SF

$ $ $ NI.C

$

NIC

$ $ $

NIC NIC NIC NIC 'NIC NIC NIC NIC NIC N.ic Nrc -$ $ $ $. .$. 'Inc $ •$ $ $. $ $ $ .$. NIC $ .

NIC 10.000i00 fALLOW $ . 5 ,Q()O.()(} i Ep. $

·13,$00;00 /LS $ 25,500.00 JLS $ 14,875.® iLS $ t4.450,oo jJ.s $

$ 9,000.00 /.LS $ 5.boo:oo iL.s. s

NJC

To lsi.

13,650 40,$50 5,460

16,380

5,000 10;000 10,000

32,Sl3 14,811 20;4® 3,400

sa;ooo 17.000 42,500

6.154 14;867 7,6$0 ;!,1:25

10;000 .. 10.0()0

66;ioo

io,ooo 35;000

13,6oo 2$;500 14,875 14;450 38,250 :!);o¢o s.o.oo

Date trei'\ted: ll) l0/ 13

V.etsion 06- SSA

Total

_ N.obie. ColtSiru.;tior $roup; LLC 432i:ast -New 'lark, NY

,iifiali.3

Vt:!tsion

_·· ·.. • .... _.. . •. m (Jnft Unlt.Co5t . To · · · · · · · 'lthl!!tti Floor Tett.ices

tal -= Pl£lnJiO!is :Firli$hE!s Ugli!ing 'Irrigation S;'lltem

MalnRoof <lufdoor'l<itt:hen and bar AlumlnutnaiJd'lpe Pergolawith :til bench Meadow Planter 'Witl;t lpe.bencn suiTJlund Porcelalotileor pedest)lpa''ers Porcelain os,el . . .

_ _ Dec:or;rtiv:e raised wood planters Dec:Pr<UiVe meiai· polypropyren¢ liners ri:ir planters _if necessary

V/llight lln!iiri!)er!)d solis lot plar)(!lr$ end mulches tti!E!ii. shrub, ·perenniaL groundCQVi!r,·and bulb_ plantings ArtifJ!ilallaWn ,itre.a · · lbetmp,Y .wooif deok lrrlg;rtl® tor plantings in pl.,ilters Finishes · lighting

S!te !mprovem&:nts .02120 Utl!!tles

>New Storm/Sanii<!JY S,eryice

:New F:ire ServiCe New Fire :New Gas l)erv:iqe . By Utilay ¢or'npany •NEiw Ele_cti19!1l S_ejyice · -Conduil.Only toOProperfy line· Service

ilauMiiowance · · · · ·NeW Tele/Data!CCTV•Seivlce -, Service by LiiiJity Comp,aiJ\1.

l;l!llltle$ corn:rete Foundations

EXcalitdioitahd Removals at !::levator fliis. ·

Matt .SII:ib Fi)ulitlatiO'n Walls .Etevafut'Pijs &Walls concrete Pactfot Hoist MeC:harilt:ai Pads Vapor Barner at-S)ab Vapor Barrier at·Wail.s slab J'rilps oetentionTank

CCini:rete

:Tirn8.P.rinted: '6:20 PM :P.age."4:o:f22

NIC NI.C NIC. NlC

Inc-

NJC

Nl¢ .NIC

Nib

NIC NIC

1 LS 1 LS 1LS 1 LS 1 LS

u.s

:2-Ls Ls us

J LS

1- LS

2EA 25,950 SF 3,460. •CY

417 -CY 40.CY ns

1LS

i:SA 1 EA .

$ 34,()Dq:OO /LS $ 42;5oq oq. /Ls $, 1:!:7so..ooo JL_s $ 36;656.2!1 !LS $ s;o.1s.oq JLs· $ 5;!lSO..OO ILS $ !19,300:00 ILS $ 51;000.00 /LS

o$ 28;687.50 JLS .$ 56.100.00 /LS $ 3;000-.00 ILS $ 23,79$.75 (Ll) $ 15;000.00 /LS

$. 25,000;00 /L.S ..

$ !15,00.0.Jib $ 40,000:00 ILS $ 4o,ooo•oo tLs

$ 30,1)00:00 /LS

$ to-,ooo,oo .!Ls

$ ao;obo.oo lEA $ 1,50 /SF $ 75MO ICY $ 800.00 ICY $ aoo,oo ICY $ 2o,ooo.o0 ILS $ 15,!)0().00 !LS

$ 2;500:QO: lEA $ .SO,Ooo:oo: lEA

NIC NIC NIC NIC

$, 34,000 $ 42;500. .$ 1.2,750 $ .36,656 $ 5 ,015 $ 5,950 $ $ 51,000 Inc

$. s6J d6-$. 3;Q6d $ $ 1s.ooa 1\l.IC: $ .25;ooo

1$ 973,10Q'

$ ·ao.ooo .$, 40;000 $ 4o;ooo NIC 'NIC $ 30,000 NIC $ ioboo -·-- - .$ 210,000

$ \;(),(jO(i $ 'S 2;,595;bod $ .333,926 $ 32,370, $ 20.000 $ f5,dob NIC NIC $' 5,000. $. so.ooo·

·$ 3;150,221

· Gto;;(p,'LL(: · i>ropose.d

·.Code · Trade Descnptlon oa.aQo .c<:liicrete

·c.oncrete 'lfll420lfMasonry

312/'i_oi6 ' liffie ·printed; PNr

Arehes wl(iol'!crei;e.rslaln;, L11fidlngs, ;ete, Htfilior · · ;2nd FIQilr ilrtl.Fioor 4thFI!i6t ;:;.th .Floor 6.tli Floor .7th Floor .Sih Floor :9th Floor •toth Floor •11th.Fioor 12\ti .Floor liili Fioo(/14ihSfRoof '13tii ¢t Raoin4th St Btl 13thsiEiH

'TP!al Leriton'f!ihtiitt;rt()rs at1st 61CJ6r

Cellar to bt FJoot Dtop 13e<lm$ Flqors :Allowance W'iiierinal Balciibles

(lnciudlng Maimenaneei 9utii99ers 'Coi::O()n Sy5tem WiriterHeilt.Aiiowance (Concrete and Masonry) Flash:Pilteh Floats to Receive WoQd Floor

lnterlor·CMU.Walls ":Cefiar ·

- '21l.d thrn '7.th Floor -8th P.ioor (14th Sti!let) - 8.th Floor:(1.3\i\ Street) -.Ma!n•Roof(Nm street) - Main :Rc:i0f<13tb 5tte!!t)

Total 'SHckVen;,er .WCMU [lac;kup, lnsulatiori '&Water;Jiroofin(j . •. ,CfiiJar · ' - Fioor -2iid:Fioor - '3rd lhru'Slh F:'loor .. ?:til Floor · · · ·· -ilinuit'li 12trr Fioor(14th street) -8th Fi()ot/Mi;iin Rilpf14th'Stre!it -14tti :Stteet Bul!lheadl13th '.S1r!l«it Maln.'Robf -13Jh.•StteetE!illkMad

Total Bilek Veheehvllnsulation. & WaterprociflriQ'Ilver Struciur.ai.Stud • 2r'td'Fio6r " 3rd•thru 6th Floor • 7th 'Fioor .• Sih 'thru t2th<F'Joor (14th $iteet) • 8t.h .FIQCir!Maio Roof '14th

'J'blal

'432 New'Yorkl flY

s __ of 22

:NIC,

Unit

Sf

14.445$F 1.4;40!?- Sf 14.40S .SF 14;40SSP 1(2;ss $F

Sf 6,263 SF

e,emlSF S28J SF

ri.3ss r>F 7,740 S.F f ,130 SF

1.66;10.1 SP 10 ALLOW 1 EA

2,480 LF 12 EA

1:,!44. LF HS

1 ALLOW 99,394 SF

111.9Qci SF 320 sF

3,2QQSF 1',liDO SF 1.$06 SF

720 ·$F 540 ·$F

'2s;zso:SF 21DSF

4,8QQ ·SF 200S.F

1,GOOSF

·350$F 1;ilOOSF-4oo.sF

11.<8.60SF

2,250$F ,6,600'S F f.4QO SF s,:250'SF 1,300 .S.F

19,800 SF

UliltCost c

.$ 50.00 /SF $ 5;000.00 /ALLOW $ r,soo:o(i IF;A $ . 50.00 /LF '$' 1;0()().00 lEA $ 20.00 /LF s 2oo;ooo.oo IL$ $ 350,000.00 tALLOW .$ · · · · !SF' · ·

$ '18.00 ./SF

$ 53.50 /SF

$ 36 .. 50 /SF

TomJ

$ $0,000 $ 7,500 $ 124.000 $ . 12.000 $. 1$4,6!)0 $ 200,0QO Nic · $ :350;000 $ 49.697

l 455,040

$ 634,510

$ 722;700

$

11/20/ll-

0_6· BSA

9,2$3;1 2·7 '

ll!: 432 Easti4th Street. Proposed'Development

. Trade Oesi:rlptioil

·:Mall.onrv

:l/1-/201§· · tlti'J'e PM

s,lie;l!Wa1fi-. • tstfloor · ··· • :W:thtl) !ilh fl_oor • 7thfleiot • Gth tiJ!l! 1 Fioot:(14.\h Street) ·am Fl®r/Maln .RoQf 141b _Street • 1_4th Slfeat l3tilkh!.ap/1,3th Street Main Roof ·13th StneetB_ulkheap

'•total ·CMU P<!ri,YY\Ialls • tstfloor Total •Shieco(Orawrog snowll ElF'S • ,Is 'thi$ 0_K1)Wi¢MV Baci(u,P .• ·tsff'lo.or · · · · ' .2nifFioor ,. ai-d lhN'!llh Fioor -7tti Floor · · ··· - <lth iht\1 '1'2lh Fioor :( 14tll street) -litnFitxirtMain 'Roof14th street c 14th Stre!it Maih:f{qqf

I Cilnerete Sheai'Wali ,(Orai.Ving Shows

• 1St. Fl6<ir . ·<!nd Floor • 3td_ thiiHllh FlOor -7th:Ftoor - Bthfurti '12\h.•Fioor - Roar t4tll :Street • .1-4th. Street 9i.Jikheaill13iit 'Stree!Nialn.:R.ooi , 13th · · · · Total CMU Badk,up:at ' Cellar

•i 1$iF'Ioor total Brick Parape! wtt;lfick, •CJV[!J, i3ric.k. - . . _.. . . • 13th Street Main R(iaf Total 13nck Parap,etw/Brnk. ¢MQ. Stu¢o -2ndF!oqr • Main RPOt 1'\fh - 14\h Streel •13th BUlkhead Total Precast ParilPE!tCopJngs -1stF'Ioor · .i(idFioar -'7fl'l Fli:x;r .-MaiQ:Roof 14111 Stret!i - 14tll S!r$e! i:).Uikhei!d

- ·13\h·Stree\.Butkh!Y<ld Total . Granite ease w/CMLI Backup & WaterPn>oliilg

No;wYork, :NY

Unit

420SF 1686 SF 500$1=

21o6sf !ioo Sf 450 SF 250 si=

.EpQOSF

4,0(!0 SF 4,0QCJ.SF

1.;.9?9 SF !!r:io iif

4,800 SF 900 ·SF

6,0()0 'SF 350 •$1=' 150'SF

14,92C)'SF

f,920 'SF t ,4oO.SF' 4i4oO.SF 1.J00SF s:soosF= 1:.100$F :soo·SF 15bSF

ibOSF 4o6SF

1;10QSF

SF SF ·t736 SF

1.140 SF 1.20() SF•

296 S.F 460 SF

3,070 SF

170 l:F 280 LF' 1'$q LF 300LF

74, LF 326LF 115.tF

t,45!;lJF 542>SF

$

$'

$

.$

$

$

$ $ ..

UnllCost

1q:OO_ l$f

)4;QQ /SF

16.o6'JSF

. ·52JXr /Sf'

4it00 /SF

$$,0(i 100 .. 00' /SF

$

$

,$

$

$·

$

$

'$ $

to tid

232,500

64,000.

477;440 ,

224.980

17,600

90,272

12$,1!)2

?0,025 81,338

$

D".rll .C.feated: [);!ie 0.2/1Jili6

N!IIi!b.er; .. Q.G;-:

Total

3,;!09,$97

.Noble Coqsvl!i:tlon !>r<iup, llC Oevelqpm¢nt .

Codl( . . ,, ·os®o-Mtsc.etll!rieo!lt>·•lr:t!n

Vetti¢<!FSteel Ladders • elevator :HouseTr:lilp Prt Frames & Sump Pltsi.

Hete Gtatlngs · · · · · · · 'EIEiVatoJOtvlcter Seams Seismlc . .Ciips Lifting

04nnage.(Roottop Un«s. \Niller Tpwers. et(),J Me¢!1ani¢1!1 C!lot!ng Ste.el A'ngleComer'<Suards 'Steel Ctiahhel Oveme,ad D_oor $uppor:f :Loose Steel Lintels · · · · · Galvanlzee Relieving Angles Terra9ti Qivider Sooi$. · · · ·--

'wail I ower R<iilings- H/4" Fl<!e Standing Sti;lir RaOs.- Towet

Mise, Pipe Grating

B()!ian:is S/ct¢rio( t;adctar\v1Cage at-islto2hd AoofRocif Fencing wrGates at t3ih street Main Roof Exte_nor:star ;rt Basement to tsu=1oor Courtyard Extetfi:>tStaft w/Railir\!;Js. Landings, 'etc>!rom:MalrrRocifto Exteiiot.Stair,w/Railings, Landings,. eic. trom:MalnRoofto j:l.uiliMad (.1Wo 'Sireet) Exterip( Stllfr w/Rliilllig_s, Landings,, etc; from -Eiuikhead 11> i:f>!R {1:3ih Str®,t)

Mo:illll.s .Mlscellaneotis-lf9n

Railings Tetrace•Oividers BalconyRatilngs(Fiy bY . . · . .. . Interior Deco Rail!i1gs -m-aasementio 1st. Rf()ot

1st Floor E;l<\eriQrf!l¢1iet:GIIiss Railings atBasemei\tctli tS!FtootCOurtYilrd F.xterio_r.Pi9ket ·GI<i$5 P)¢ket Fence at 1st Floor ME1chaniealReorn · ·7th J'loQr R<iilings Ralllngs·attv'laln Roots Mls¢.Rai11Ms

0!\COnitlVe RaiJII\iJS MI.Hwork

MIIJ.w()rk ..

.

·12"Woi:id'Shelving CoiltCioseiiWic -'(1) 12" sneliwJR:od Linen Closet $helves

t2''Wire Shelving CPat Closet/VIIIC- (1) 12" Sheli'w/Ro!l Llben 12'' shelves per C!osei

4 •WoodBase Apartments Corridoi:S

'WindowSills·& Aprons· BifoldSubframing WiniiowSLibs\iis .Misc. lax

P.age: 7 ot,11

: NiibJti c;onstruttloi\Gtoup,UC Proposed Q¢Vei!)Pill"ht ·· ··

· · P7140 Watet"Proofoog

Elevator PI! Floors Hydrolijtlic Watarproofing . :Elevator f>ttWall.s Waterproofing at FoundaiJon Floors,: : Per Phase 2 Waterproofin$1 at. Foundatipn VIJalls , Per 2 Waterpr:Qo!iiig at. Detention Traffic Coating · · · · · Traffic Seater Baleony Coaling l'e!lestoan

. w<iferprooflng •.. pvsoo & P;tv!)ts

fR,.,ARoo(lng 1st Floor 2nd FIC)Or 7th Floor 8th St Roof 13th.$t Roof/14th .st.BH 13thSI BH . . . . .

Total c"ncnite P11vers x i' Sloct<$}

. 2nd Fioor {Private T 7thFioor

Total eaiiast

1::)th:StB8 . ':rotar Qfalnage !ll;!i and J;jap pt'lJiectfon @1st Floor & 2nd Fll)()r Pavel'S RoOfing at ·

BlockS, el6. at. Bulkheads Mis.c. :Roofing

R®fingl!o:Pavers . o7soo caulking & .Sealant

caulking ,Fire

t;auli!lii(j,:&S.ealant o8f19 Hollow. Ml!till. 1-i.ard.Wate &W0"60P«li'$

O.afe Pilnted:-,3/2/2016

Wood .ooor.s· Paint Graci¢ Solid core Paiht,Gtade Bitotd Po.cket

+JM.P,o!Jrs and #fofAparifT!I!nt .Er)try0&F . # qf eOH (lntetiqr) t)8,F # cifO\)tibte 8.0H-(ltJieriorJ:Q&F # (Fite:Stair) P&F. # of Single _fflreSmpj(e l Q&F fi ,cif (fire:srnol(\i) P&.F ./1 (l':)(teriOr) Q&F if,ofOoiJble #o(Mi$e. D&F

4a2 .14th ['je)l( Yo(k, NoY

f:'age;8:of2'l

Nrc NIC NIC NIC

Uri I(

4()0.•SF 96.0.SF

25,950SF 9,8ao SF

1

4;092SF 3,760'SF 2;Q20SF 5',615 SF

1;130,SF

. 2,0zOSF ?:97(j$'F

5;1315 SF 2;t9o SF 1,'iaq sf' 7;8S;l$F

t Ls 2EA 1L.S

99,383 SF (ALLOW

as3,EA EA

Ol;A

154 E1A 50 EA 10 E1A 7tii:A O:EA oe:A

10EA 4EA

2oM

·$

'$'

$ :$ $ $ '$ ,

$ $

.$ $ $

$ $ $ $ $ $ $ $ $

Urtlt·Cb!it

1.50 /SF 7.5o' ISF 7,50 /SF

.. J ,?O rSF .. . to,QOQ.OQ /.ALLOW

21',Qd/SF

27';Q(l /SF

;:gg 5;ooo.oo fLS s:ooo;oo lEA

25,000.00 fLS

$ '$ $ .$ t NIG NIC NIC NIC

$

$

$ $ $ $ $

3M !SF $ 5b,ooo.QOJALLbW $

125;00 lEA $ lEA $.

1.5Q:ciQ /fA.

5b!J,oo tt?A $ !E!\ $

:45Q,.b!J /EA :$ ::\oo:bd iEA $ 40DW lEA ·$ ei'bo.bd leA $ 1oo:6o II':A ·$ IJoo.oo /fA $. 2oo.,oa lf'.A $

Total

3,000 , 7,200

73,500. 'lQ,QOO·

.If.

493,647

80,1$0

44.6·75 .23,5!;6

5,000 id.oob 25,000

347,841 :50,000

1'06•,625 19,300·

7'7;000 12;5{)0 4,soa 2,J,bob

4,000 2Aob 4,000

'$

$

h/iOf:il

... OS:A

682;068 '

397;84-1

, N .. oble:construttiO .. n Group,llC

Code ·. ·'l'r.i.de Description HM Fram11s Orily:

' · 'Bathroom

· (perApartrtlent) Ap;il:tmeiJ! Eiitranc.es

:Ml!Wial for, !OX!et iQt Doers :tax- · .· l:lollow M!!tai,-Haidoi,iare :&Wo<>d OOill'$

Door.; Gai:a!le Overhead Ooors

ovii:lieaif-:ooors 0841,0 canopy

c.a.nopy

. Canppy at t3t11 su:eet Caho.ii¥ lit 14th Stt:eet

0.8520 , s!Oretrciritll, WindoWS: & :Metal Panels · Storerron!S

.Aidrtlinum Storefront Ceilar ls.iFJoor

Singh! Aluminum & tllass ooars·

-1st Floor 06ubteAiumtnull) & Gla$S Slqt!ifro{itdoors • Ceitar - 1si. Floor Revolving

l!t F;ntry 'Ccivets, M:;tal Panels, 'ete.

_1st,FJoar :2nd Floor :3td thr'O 6ih F..loor '7th Ft®r . s.th flo.ortMalO:Eoaf t4lh Street 14!h srreetBvtkhead/13th Street Miihi Roof

tnter:to.rs AJ1owan¢e:ter 'tntei:ior Glass @ Amenity With 1\lew slngte .. Ailiminlim&-Gta5s StorilfronfOoQfS and sidejites al Basel)lenl . Aiur\)ih.tii:n & 'Glass Wall Door at

.&.Glass Wali:F'iivaie Dlrilng Mlgc, ..

.. Metal ;Rilvear at 14th 'J,arniriated Lduvers

Storefrqrjl$,Windows s; .. Me!id Panels ()8890 Gt .. ,ss a. Gl aifi\9

... l;lathrciom Mirrors 'ShoWI!r Doors v rsion Ute arstair ,Ooors 'Vtslci!f l..ite aft;iie 'SmokE! Doors

Glass & Gtazhig

. Prin.ted:

432 ,New Yod<, NY

NIC

N!C

NJC

Nic

NJC NIG Nt<>

NJc fJJC

Unit

14.1.EA 163J:A 462.SA

O,SA

154 UNITS 154 EA .. · 14,EA

1 ALLOW t AlLOW

4,.Qo0 Sf

J;J .. E;A

1 PRS lEA lEA

527SF 3,HiO ,SF

13,600 SF 4,0oo.SF 2;400:SF

70SF

'1 ALLOW

$ $' $ $.

$ '$ $

'$ $

$

$

$ $ $

$ $ $ $ $

$

Uiift..Ci$t

??:00 /EA 100.'00. ff=A

i,SQ!l.OO iUNIT 40;QO lEA 75 .. 00 lEA

$ $ $ $

$ $ $ $

11/ic

10.575 13;725 3!\ 150

231 ,000 ,, 6,1SO 1,0.50

48.811

'75,odo.oo /ALLOW $ 35.000.00 /ALLOW $

75,000 35,000

. 85.00. )SF

3,000.00 /EA

S,ooo,oo IPR M ,oOO.OO lEA

5,00d:OO lEA

85.00 iSF 85.00 /SF 8S.Ol) JsF 85,00 ISF 85 '00' IS.F

!SF

jS,I)oO.OO lALLOW

NIC $

NIC. $

'NIC $ $ $

'34o,obo .

33,000 ;

5;000 " 50,000

5,600

$. 44;795 $ 263.500

1,1ss;ooo $ 340,1iQO $ :204:o.06 $.. f!;!lSO

is 1$,000 ... NiC NtC NIC

$'

Ootte'Cri!a1ech ·1 02/'J.f;/1.5

Versio·n .

Total

NIC

$ 111);000.

Gl'()up, L!-C' :Proposed'bevelopment

CQde 'Trade F,inh•Ms ' , , , , LoiillyAIIowancr!l

'Firepla¢e at Lobby ,Paritryat'Plivate DIQing,ai1$I 'Fioor i\meJ11tyAIIow;lllcl! · ' :,B<Jr & Ci!Jetinii Par\ttY at Cellar

, , , BicyGte Storage Typical Corridor Allowance ,Retail Allowance

Specl<d Fliil.shes ... 0.9250 GYPl!l!m DryWall

· Rpugh .c;arpei:WY

'I

·oate 6!10 PM

Blp¢kin!l .& Nailers 3/4" R,ate4 Plywoo(!:at IOF:Cklsels Temporal)' Protection (EievatorFronts)

Proteetion{P<:neitalions·•Aiiow•200 toes Per f'loqi) lnsti!ilatioci•of HonowMetaLDo.ors Installation of HolloW Me.tiii'Frames

Doors • Piilni'Grade lns.taUati6ri otFihi$h Hardware:'# b.oor l..eaves

Cabinets• # .urifts ln$tallatitm otBi!Jhroi:imVannies lns\i!llalior\.i:il Soorid lnSialli!Jion ofWeathel$.irippiri!l lristaifiitlcih.ot .ClosetShelvirig lnstalliillon cifWood Base · lristaliatloii· Of Toiiei-Accessories lristallation otCustiim.Eiai:k·lii Medi¢ine Installation ofV\Iindow$ills

Of Blfoii:{ Slioflilm,fqg Jrisfall<ition

Drywali Demising oomdorPl'lrtiiiQns

Humite.k W.allbo.ard Thrciughbl!l Lopby Ame!ilty :RI)iait 'Btilkheails ;L:Ciw'Naliat Misc.

csiiic19s. f'ascll1s .&:sotrrts Ceilirigs lit

lit Co:C:r:idoiii ;Sof(aslfascia's'iU:APar:tments - St<indard 'f'asqia m Garage Below Re$i£Jehtlai.Ficibr 2x4,ceiling w!lhsulatlti'l. at Garnge Misii. z .;ic' 4 'cCEilling$ at :Areas ,Extei'iQi' aiUnderslde attobby Allowance for-Fire ai oirsiiis Alli:iWanC:e.fol' Fire· Rated: Shafts at ii•. CW;l/R F\ltvf"l! R!!tail

432'EasU4d't Street N¢w York, t!Y

i iJ,of t2.

,NIC

NIC 'NIC NJC,

,Ntc:

NLC

NlC Nib

NlC

unit

2,285 SF' 1EA 1EA

4,,505 SF

15 EA

1 I_S 2Q FL8-S 40 EA

4;600 EA 332EA

1,124 E;A 1,049EA 1,378 EA

154 EA .18_3 EA 15.4 EA 14EA

fl .691 l F 31 ,262LF

18.3.EA 183 :6A

:!,704 LF 579 LF

2;704 LF

105,028 SF 41,499 SF

12Vt21 si=

1!J,910 SF

2,2Eis 'si= 4,505SF

1s,s5o si= 1t;A i L's 1

44,721 SF 5,250"SF S;QaOLF

1 LS' 1 !2A 1 ALLQ\oli

•$,: $ $

'$

$

$ $' $. $' $• $ $ $ $• $• $ $ $ $ $ $. $ $ $

$ $ $ $ $ $ $ $ $ $ $

$ $ $

$ $' $

Unit COSt'

75.00 ISF 20;000:00 /f:A 2o;ooo.oo rEA

75,JXi ISF

!':i;Ooti.OO lEA

15.000.00 ILS 6_00(00 IFL 750.00 fEA -

5:00. lEA '125:00 lEA 125,00 lEA 100.00 }EA t OO:QO } EA ,600,00 fEA 200:00 fEA

50;00 lEA so.oo: lEA 3.00 !Li= 1.50 /i.F

150,00 /EA '150.00. fEA

4,00 . .JLF 2,cio llF $.00 /LF

! SF s,so tsi= 4.q0 /SF El'ClQ (Sf 6:00 / SF

1'7JiO i SF 17.00 /SF t ,SQ tSF

-25,00(),00 J'fA i!l'.ooo:oo /Ls j;;OO{HXi' ilS

i$F s:oo JSF

4l:LOO /LF

5,00Q:OQ ILS

.:onte ttea·ted: 11/7..0./H Pi/26/16

BSA

:Total , I Total

$ 111,375 $ 20,000 $ 20,000 NIC $ •, NIC NfC riuc $ ,, 75;000 NIC ,

$

15.000 $ 12;000 $ 30;00() $. :23.000 '$ _41,500 $ 140,500 $ 104,600 $ 137;800 $ .92;400 $ 36,600 $ 7,700 .. 700. :$ 29,073 .$ 46;893 $ 21Aso >$ 27,450 $ 1Q,tl 16 $ 1,1S8 $ 13,520

$ -5F,.654 .$ 228,243 . •$ ' '$• 214,892 $ 113,4i>O N!C $' 38,845 $ $ 24,a2!':i $ 15;000 $ 1Q;QQO $.

$ 2138;;31'>4 $ :H ,$00 $. 123,200 NIC Nrc $ !:i;OOO $ 7 ,5.00 7;;1®.00 /f;A

SQ;i:lOO.OQ: /ALLOW $· 50,000 NIC

Noble Construction Group, l l C Proposed Development

Code Trade Description Misc.

Custom Shelf at Bathroom Wet Wall PTAC/HVAC Enclosures Structural Stud Wall Misc.

Gypsum Drywall 09300 Ceramic Tile

Krtchens Flooring

Ceramic Tile Krtchen Flooring (thlnset) - Material Ceramic Tile Kitchen Flooring (thinset) - Installation Regupol Underlayment at Floors 1/4" Zinc Transition Strip

Backs plash Ceramic Tile Back slash Full Height - Material Ceramic Tile Backslash Full Height - lnstallatoin

Countertops Honed Absolute Black Countertops - Material Honed Absolute Black Countertops - Installation

Bathrooms

Date Printed: 3/2/2016 Time Printed; 6:20PM

Flooring Ceramic Tile Bathroom Flooring (thinset) - Malerial Ceramic Tile Bathroom Flooring (thinset)- Installation Waterproof Membrane - Latlcrete Hydroban Ceramic Tile Base - Material Ceramic Tile Base - Installation

Walls Ceramic Tile Wet Wall at Sh.ower (Full Height)- Material Ceramic Tile Wet Wall at Shower (Full Height)- Installation Ceramic. Ti le Wet Wall at Tubs (Full Height) - Maierial Ceramic Ti le Wet Wall at Tubs (Full Height) - Installation Ceramic Tile Full Height at Wet Wall Only- Material Ceramic Tile Full Height at Wet Wall Only- Installation Ceramic Tile Trim/Bullnose- Material Ceramic Tile Trim/Bullnose- Installation

Countertops carrara Marble Vanity Top (Single) - Material Carrara Marble Vanrty Top (Single) -Installation Carrara Marble Vanrty Top (Double) - Material Carrara Marble Vanrty Top (Double)- Installation

WiD Closets Ceramic Tile Washer/Dryer Flooring (thin set) - Material Ceramic Tile Washer/Dryer Flooring (thinset)- Installation Ceramic Tile Base • Material Ceramic Tile Base - Installation 1/4" Zinc Transition Strip

Back-of-House: Trash Compactor Room:

Ceramic Tile Floors w/Base Ceramic Tile Wainscot

1st Floor Service Area Ceramic Tile Floors w/Base ·ceramic Tile Wainscot

1st Floor Vestibule off Service Area Ceramic Tile Floors w/Base Ceramic Tile Wainscot

432 East 14th Street New York, NY

Page 11 of 22

NIC NIC NIC inc

NIC NIC

Inc

NIC NIC

NIC NIC

Unit Unit Cost

183 EA $ 150.00 /EA 271 EA $ 150.00 /EA

19,800 SF $ 12.00 /SF 1 LS $ 5,000.00 /LS

6,776 SF $ 15.00 /SF 6,776 SF $ 7.00 /SF

6,160 SF $ 25.00 /SF 6,160 SF $ 30.00 /SF

4,575 SF $ 6.00 /SF 4,575 SF $ 7.50 /SF 4,575 SF $ 6.00 /SF 3,660 LF $ 5.00 /LF 3,660 LF $ 4.00 /LF

0 SF $ 5.00 /SF 0 SF $ 7.50 /SF

12,078 SF $ 5.00 /SF 12.078 SF $ 7.50 /SF 7,320 SF $ 5.00 /SF 7,320 SF $ 7.50 /SF

1,098 SF $ 35.00 /SF 1,098 SF $ 40.00 /SF

0 SF $ 35.00 /SF 0 SF $ 40.00 /SF

1,386 SF $ 5.00 /SF 1,386 SF $ 7.50 /SF 1,386 LF $ 5.00 /LF 1,386 LF $ 3.00 /LF

700 SF $ 15.00 /SF 180 LF $ 15.00 /LF

$ $ $ $

NIC NIC NIC Inc

$ $

$ $

$ $ $ $ $

$ $ $ $ $ $ NIC NIC

$ $ $ $

$ $ $ $ Inc

$ $

NIC NIC

NIC NIC

Total

27,450 40,650

237,600 5,000

101 ,640 47,432

154,000 184,800

27,450 34,313 27,450 18,300 14,640

60,390 90,585 36.600 54,900

38,430 43,920

--6,930

10,395 6,930 4,158

10,500 2,700

$

Date Created: l l)Z0/13 Date Revised: 02/26/16

Version Number: 0& • BSA

Total

3,484,597

!

Noble Construction Group, P.roposed Development

Code Trade Description Refuse/Recycle Room:

Ceramic Tile Floors w/Base Ceramic Tile Wainscot

Back-of-House Bathrooms - 2 Fixture Cellar 1st Floor

Retail Bathrooms - 5 Fixture Cellar 1st Floor

Locker Room at Cellar Ceramic Tile Floors w/Base Ceramic Tile Base

Janttor Closet at Cellar Ceramic Tile Floors w/Base Ceramic Tile Base

Laundry Room Ceramic Tile Floors w/Ba.se Ceramic Tile Base

13th Street Elevator Lobby at Roof Ceramic Tile Floors w/Base Ceramic Tile Base

Marble Saddles Apartment Entrances Bathrooms Trash Rooms Fire Stairs Fire Smoke Doors

Ceramic Tile 09550 Wood Flooring

Wood Flooring (All Rooms Except Bathrooms and Kttchens) Wood reducing strip

432 East 14th Street New York, NY

Protection of Wood Flooring by Flooring Contractor (Includes Paper Covering Onlvl Wood Flooring

09650 Resilient Flooring Misc. Locations

Resilient Flooring 09680 Carpeting

Public Corridor Allowance Public Corridor Carpet Base Allowance Bedroom Allowance

Carpeting 09900 Painting

Apartments (Walls and Ceilings) Covercoal Ceilings @ Apartments Corridors Stairs MER Rooms/Back of House Exterior Railings, Ladders, Etc. Paint Floors at 1st Floor Service Areas, Vestibule) Paintina Parking Lines, Arrows, Etc.

Painting 09950 Wall Covering

Wall Coverlna Allowance Wall Covering

10425 Graphics

Graphics

Date Printed: 3/2/2016 Time Printed} 6:20PM

Graphics Allowance - --------

Page 12 of22

Unit

1,000 SF 2,600 SF

2 EA 1 EA

2 EA 2EA

NIC NIC

NIC NIC

NIC NIC

120 SF 50 LF

154 EA 183 EA 14 EA 70 EA 0 EA

102,776 SF Inc

102,776 SF

1 LS

729 SY NIC NIC

154 EA 154 EA 23 EA 4 EA 1 LS 1 LS 1 LS

NIC

NIC

1 ALLOW

Unit Cost

$ 10.00 /SF $ $ 10.00 /SF $

$ 2,500.00 /EA $ $ 2,500.00 lEA $

$ 6,000.00 lEA $ $ 6,000.00 lEA $

NIC NIC

NIC NIC

NIC NIC

$ 15.00 /SF $ $ 15.00 ILF $

$ 100.00 lEA $ $ 75.00 lEA $ $ 100.00 lEA $ $ 100.00 lEA $ $ 100.00 lEA $

$ 6.50 /SF $ Inc

$ 0.50 /SF $

$ 10,000.00 /LS $

$ 50.00 /SY $ NIC NIC

$ 2,200.00 /EA $ $ 1 ,200.00 /EA $ $ 5,000.00 /EA $ $ 10,000.00 lEA $ $ 10,000.00 /LS $ $ 5,000.00 /LS $ $ 2,000.00 /LS $

NIC

NIC

$ 2,500.00 /ALLOW $

Total

10,000 26,000

5,000 2,500

12,000 12,000

1,800 750

15,400 13,725

1,400 7,000

-

668,046

51,388

10,000

36,458

338,800 184,800 115,000 40,000 10,000 5,000 2,000

2,500

$

$

$

$

$

Date Created; 11/20/ll Date Revised: 02/26/iG

Version 06 · BSA

Total

1,084,038

719,434

10,000

36,458

695,600

NIC

$ 2,500

Noble Construction Group, LLC Proposed Development

Code Trade Description 10800 Bath & Toilet Accessory

Apartment Bathrooms

------ - -- - - - -----

Toilet Paper Holder - Grohe Ondus 40 377 Towel Bar- Grohe Ondus 40 381 000 Robe Hook Soap Dispenser

! Shower Curtain Rod Custom Back-In Medicine Cabinet Standard Medicine Cabinet

Back-of-House Bathrooms Toilet ·Partttions Urinal Screens Toilet Paper Dispenser Paper Towel Dispenser/Disposal Soap Dispenser Tilted Mirror Coat Hook

Tax Bath & Toilet Accessory

11170 Compactor Trash Compactor

Compactor 11180 Rubbish Chute

Refuse Chute I 24"diameter - # Floors Rubbish Chute

11450 Kitchen Appliance Apartment Appliance Allowance

Refrigerator- GE GBS20ESHSS Range- GE JGS650SEFSS Range Cord Mierowave Over Range· GE JNM3161RFSS Dishwasher- Blomberg DWT54100FBI Dishwasher Cord Faber Integrated Collection - AGI030BK Washer- Bosch WAT28400UC Condensing Dryer- Bosch WTG86400UC Stacking Kit- Bosch WTZ20410 Ice Maker Garbage Disposal

Amenity Appliances Refrigerator Range Range Cord Microwave Over Range Dishwasher Dishwasher Cord Ice Maker Wine Cooler

Private Dining at 1st Floor Refrigerator Microwave Dishwasher Dishwasher Cord Ice Maker

Commercial Washer/Dryers Tax

Kitchen Appliance

Date Printed: 3/2/201& Time Printed: 6:20PM

432 East 14th Street New York, NY

Page 13 of22

NiC

NIC

NIC

NIC

NIC NIC NIC NIC NIC NIC

Unit Unit Cost

183 EA $ 200.00 lEA 183 EA $ 300.00 lEA 183 EA $ 50.00 /EA

183 EA $ 100.00 lEA 183 EA $ 750.00 /EA

3EA $ 600.00 lEA 2EA $ 150.00 lEA 7 EA $ 75.00 lEA 7EA $ 250.00 lEA 9 EA $ 50.00 lEA 9EA $ 150.00 /EA 9 EA $ 50.00 /EA

2 EA $ 15,000.00 lEA

15 EA $ 2,750.00 lEA

154 EA $ 987.00 lEA 154 EA $ 1 ,034.00 /EA 154 EA $ 25.00 /EA 154 EA s 217.00 /EA 154 EA $ 467.00 /EA 154 EA $ 16.00 lEA

154 EA $ 724.00 /EA 154 EA $ 724.00 lEA 154 EA $ 22,00 lEA 154 EA $ 50.00 lEA

1 EA $ 1,500.00 /EA 1 EA $ 1,500.00 lEA 1 EA $ 25.00 /EA 1EA $ 500.00 lEA 1 EA $ 500.00 lEA 1 EA $ 25.00 /EA 1 EA $ 750.00 /EA 1 EA $ 1,000.00 lEA

Total

$ 36,600 $ 54,900 $ 9,150 NIC $ 18,300 $ 137,250 NIC

$ 1,800 $ 300 $ 525 $ 1,750 $ 450 $ 1,350 $ 450 $ 23,326

$ 30,000

$ 41,250

$ 151,998 $ 159,236 $ 3,850 $ 33,418 $ 71,918 $ 2,464 NIC $ 111,496 $ 111.496 $ 3,388 $ 7,700 NIC

$ 1,500 $ 1,500 $ 25 $ 500 $ 500 $ 25 $ 750 $ 1,000

NIC NIC NIC NIC NIC NIC $ 58,820

$

$

$

$

11/2.0/13 Date Revised : 02/7.6/16

Ve:rslon Number: 06 - BSA

Total

286,151

30,000

41,250

721,584

GroiJp, · Propos.ed Dellelopmel)\

4.3Z East i4th Street :New.Yor'k, NY

Code · Trade· · O_escrlptlo!l . .Onlt: · · Unit c;.;t 1 114:6!l ;KltclienQabloetii&Vanltl!ui

KiiCMen.s , - Open Cabihet'Shelving ·,'Wing'' .Panel·at ·" DishWasher Pan.el · · ·

Er'ld Panel at Gaileyl<ltcheqs " Finished .Panel atLowvv<!!l '& :$ioe (Facing UvinQ Rooms) .• 2nd End Panel.at. fl:efrigera'tors · · · Bathrooms · · ·· ·· ·

s'ingle Vanity AIII;)Wance •• Tax

.Kitchen Cabinets &Vanities.

.i\lfowaote · Wlrid.C!w TreatmentS

1:4210. Elevato.rs

!'levators

· Resictenilal Elevators Floors• c •thru R (1 ;Eieva\otj Floors c .th ru a (1 E;Jevator) F)oors •¢ thru •7(2 EI!Wa'!Ot) (;ab . . . . . En{(ances a't.TypFioors)

.. at Loti.by) • Retiiil

f:iclQrs c .thro 1 Cal) !Onttanc.es (Single Baked .Enamel•ai Typ Floorsj

(stainless-steer i\i'lobbv)

... 14&10 Hoist& Bridge ·Rack & PJoiof) Jiqi$t

LoadilliJ . . .. . .. :Proteclion .01 Adjacent

erldge · .

;oatE!P:fJnted; .1/2{201:6 PM.

NewSel'\tice$Hori'i :f;;' Olilslde :Sulldin.g Line New•stolli'llsalift<ifYSerilice NewpomestloWater:Serv!ce NewFlr:e s:etvice New ;seiVice·-•BytJtillly :campimy HOfl§eTraps

Plti!'rlbing J:quip!h<mt EJeclorn

Dypfax Domestic Booster Pump N.9r:ltiBUildini}Wjj.tet:Heiiters (NWH•1 &4) .SoLitli Building ;surilpP\Jmp!i · · :Mi><itig ViiiV.es ·Cir0t.llatli19 Pumps

Ro¢, (3ata$e andT!oldace Drains

P'a.ce t4::of:ll

Consttt.1ctfon.Group,tu;

... Code · ·'Trade · Oeserlptlon

Plumbing

·-l/2/201.6_

'Plumbing .FixtureAUoWllnce VV$ter Cl.osats , No Spec

Kohler UildE.rc:bunter Kathf)'ll L;ivatotyFaiicet "'Grohe Watercare - :20 OQZ Pepistat Sink · · · · Pedistar Fauee.t Bathtub- Amefiean Standard Siuciio .6,0" )('32'' w/Apron ShQWilrsystem " Grohe 'Siailighl · · ·· · Shower Head• Grcihe 27Bdii ooo Himd. Shower • Grohe ·2B 341 oob

Grohe t3J64 QOd .. Balance Grcl!ie f!<l 347 000 [)]verter ,and V<tlv(!sei ·- Ol:O.he StJOwerPJl11

. . . !<Hellen Sink-Moen tllack:Sirik

(Rough· Only) Wat_er Closets ·

01\rerter :SI:umer WtF <Juci!t :KHchen•sinlis•w!Faucet

Phimbing Roughii19 :DistiWlisher · .Ice Maker :GasRiinge cGas.PTAC Units ·Garbage Disposal :commercial Washers ·commercial Dryers ·MeChanical Equipment 'Coffee MaPtiine:at,L_obily (3as at:L(Qbby 'Ou\door Kiicl'\eii atR()O!\op Tf!rrii<;e· 'Out<loor $iJOv;epll. 1:tml!ce:

_ . . Sel)liCfl- at lit Cellar s,etllice 91111r a. ·1st .Floor

Roughf()rAq1enitySpac¢s . -Lounge at 1WJigeratot •. Sink,'Ol$hWaSb.er) • atLof!by Ice Siril\"; DiShwasher) Pll!nibing Locker RoQm$ · bnnk!F!9 FpJ.IIitalh

t:l!lihroams- 2 Cellar _tiitFiopr

.Retail Bathroo.ms·- Sl'ix.ture . ciil1!r . . . . tstFioo"r

Undetgtount! Piplf\9 Allciwan®for Fulure Bathrooms lns\llati!,h a(PIJ)Ing .oeteiiti.on Ta:nli · SWitl:imitig Pooi.Connectioli$. Irrigation 'Misc. Plumbing

432 Easti4t.h Street New·York,.NY

NIC

Nlq

NIO NIC

:Inc

:NI()

Nollie Construction Group.; LCC

'lOde : oes¢nptton '1115300 Fll'eProtet:tlon . • New•Fire l"ump an(j ¢ontrolier

. Jockey Pull)p . · · · · · Fire 'Departlllent Slames.e Connectlonll_ DryVllive · · · · . . · · · Floor Coritrol Asseni!llies• New$prinkler,Hea(is 'Trash Valve · · · · · · · · · · · Standpipe Riser} Sece>o.dar}oWirt'er nnik · lobby·Sprlrikler Cabfnet loi11JYHose • Misc. ;Fire Protection

Fire-Protection· 15$DQ !WAC

'Oate"Prrntedi Time 6:2o:PM

Robft()pUntts .Up,per Roof • Anno

RtlJ-CSA•2" Upper Roof · ·

TEF-1) .. 2. U:R(IottronE!!-

TEFc2,;1 - Gteerineck TEf'o2.2- .Greenliet;k "fEF·2J3 - ¢i'iienh.eck TEF+ZA- Roofffoile!- .Greenoet:k TEf•2•5-Roofiroliel· Gteenheck

• RQOvti:Hiet • TEf•?.7 · RciofrTollet- .Gt:eenheck KEF-U • • Gi!!lln.h!iok KE.F•_2: 1 · RobfiKHchen • Gteenheck KEF•2:2 •Riicif/KHCliei'l• Gr't!er:ilieok TEF"G.:t " G;FioorJBathr'ooms ; Greenheck GEF"C;1 "CiillarMiiious "Greenheelo LSF"cC.:1 c:Cellar/Lalindl)o" toreenheck

- Cellar/Laundrj ;.. Greenhedv TRF•1 ·• Rpotrrrash Room -·

Rwtl'frn,sh Room • GERR1 "RoOf/Pump Rooryr-.i$reenlleGI5

VRF$y•il!;•ms • !lth Floor .tiailiin '8111 Floor -·baikiri

Floor- oaikin Floor -Oaikin

Slh Floor-.Daikln

. A<':-0,8.1·3 • :81h Floor - Daikin Ac-M. H. 7th F'iOQr-oail\in ACkA.7J•2 ·7th Fioor -Daikin

tia!kip AC,B.i;1;2 -71h Fldor- DaikiQ AQ.'B,{;1'3- Jth Floor • A(:;I)}J-1 - 7th Floor-oaikln

Flc;or-paikln -7ih Floor· Da!kln

-AC:'F' ;i 2•1. - 7th Fkior - balldn Ac,F'.7.2-2. 71h.Fioor •

·New York, NV

·. unit . -------

tEA 1 EA 2EA

NIC 20 .EA

1;827EA 2EA 2 EA 4EA tEA 1 EA 1EA i LS

1 EA 1 EA

1 EA tEA lEA t!:A 1EA 1EA 1 EA fi:A 'iEA lEA 1EA tEA tEA. 1 EA

EA JEA 1EA HA 1EA tEA 1E/>. 1 EA 1EA 1EA 1 t EA. tEA 1 EA 1. EA tEA 1.EA J 'EA t •EA. tEA lEA J ·EA 1·EA

:Page.l6:-of tt

Uni(C6st .··

:$" {5,000.00 lEA $ 35,000.00 lEA $ 15;000.00 (EA

$ /j;fl, $ 175.00 /EA $ 2.500.00 .lEA $ ·15,000;00• JEA .$ 75,000.00 .lEA $ $ $' $ " 10.000 •. 00 ILS

$ 40,000.00 (EA $. 4.0;000.00 lEA

$ 1,750.00 lEA $ 7;75000 f'2.A $ 7;750.00. lEA $ 7,750.00 lEA $. 7,150.00 lEA $· 1,750.b0 lEA :$ 7175Q.OO lEA $ 7,750.QO lEA,

l 1,?5o.op lEA 7;750.QO lEA

$ lEA $ 7;75Q.oo lEA $ 7,75o:QQ lEA $ 7;'('5CLOO lEA '$ 7:75o.QO ItA ·s· 7;750.00 lEA $ 1-,ifj();OO iEA $ 7.?so:oo. !FA

7,1.5!),00 ff..A

$. lEA $ a;soo:oo lEA $ 8,500.00 tEA $. .8 SOO;od lEA $ lsoo:oo /EA .$ 6;5pq.PQ lEA $ /(=.A $ 8,5QQ.oo lEA $' 1£=-A $; !l;5oo; oo. tEA $ 8.500:00 /EA $ 8,500.00 lEA $; :8,500.00 .IE.A. $ a.soo.oo lEA $ 8,500.00 lEA $ 8.$00.00 lEA $ 8,500.00 lEA $ 1!,500.00 lEA

$ $ $ NI.C $. $ . $ $.

$ $

$

$ $

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

$ $

$ $ $ $ $ $ ·$ $ $ $ $ $ $. $ $ $" ,$· :s

·rota!

75;000 3s:ooo ao.goo 50,000

31$;744 .. 5;600 3o:ooo

300,000 ?O;OQO

2;5.00 5,000

10;Q00

40.000 40,000

7 ,7sp 7,750 7,750 7,750 7,75p 7,750 7,750 1,(50 7,750 7;tso 7,7fj0 7•.750 7i50 7,750 7,750 7,750 7,750 7,750 7.750

e.soo 8,5QQ 8,500 8;500 8.500 8;51;)0. a;soo "8;5.0.0 8,900 8;500 a;soo 8,500. 8,500 8;500 8,500 8,500 6;500 8,500

1$

:1)/2!J/U .Pate- Reylsetr:· .02/l.G/16

TOU!I

·942,244

'N.obie <:onwuttlon llC .

COde · Trad.e: Des«rlPtlon'

:3/2/2o.r6.

AC.E.7'.2;T, 7th Floor• Daiktn AC-E7.2,2·· 7th ,F.loor • Dalkin ACAMc1SI:floor.- Oalkin . AC,A.'f•2 .• fst.'Fioor- Dalkin AC,A;1,3 •1stfl()or• AV.SJ.-1 -1stFlaor• Oaildn AC•L,t• tsl fJoor- •Daikin · AC,LG.1 c·1sfFioohDa1kin Ac-ac,1-1stFfoor · Pai,kin AV-GYI...!;1 • ,CeHar•l)<likin AC-GYM:2• ,Cellar.

.AirC091!ld Cqnd:eMrng Unils AC¢1J,A •• f!,1.1 .. ACCIH),:a.j..j

ACCLJ·D,.S,t-1 AQ.CU•i\:7.H ACCU:B.7;1-1 ACCU.:)3.7; 1•'2 ACCU;0.7.1'1 ACCUCF.fo2'1 ACCU;E.t.z,;i ACCtM.1·1 ACCU·B-1.1 A<;CU·U ACCO' L<:;.f Acct.J;s¢:1 .AccU.:GY'-(1 .Atct.J,;sLi

GasiPTAC PTAC•A -PTAC.$ c.Apt,s,-PTAV.C - Ap\$. • PTAC-b

t!eclrk: :pud He.atet'$ bt-fccA

'Eiec!tic H!laier Eft'S.t EH·1 .. 1

:Unii Hea,tefl; llH·A UHR-P

EBH;C ,f'!OU!)t ·f'!oi.Iers. - centriftlga!Pumps • .Flue • Piping • C<irilr.Ois

Dlici.Wod\ -. T!liletExliaust Risers

Risers , Corridor Exhaust ·Laudry Exhaust

'£;)sf 14th Street NewYori).NY

NIC NIC NiC NIC NIG

·unw tEA 1 EA 1 EA 1.i:A 1 EA tEA 1 !SA 1EA 1 EA tEA lEA 1E.A

.fEA fEA ir:A tEA ·1 EA tEA 1 EA t EA t EA 1 EA tEA tEA t EA t EA lEA l EA tEA

64.EA 89. EA. S7 EA 21' EA 1ALLbW 1 ALlOW

a E'A 2EA

2EA 20-EA

6 .EA. l2EA .

-2i'EA ar:A 2EA 'ii=.A

·untteost Toti!l r-$ 8,50().0()• lEA $ 8 500.00 fEA , __ -, ... . · . ·· .. $ B,$oi;J.Q(l lEA $ $ a,$oo,oo lF,A .$ 8,50Q.9!J lEA $ 8,50Q.Q(J fEA .$ rEA $ 8;$00QQ /EA '$ 8,5QO.o(l /EA

$ 8,500 $. 8,5Qil ,$ 8.5,00 $. 8;50() $ 8;500 $ 8;500 $ 8,500 $ 8,500 $ 8.500 $ 8,500 $ 8,500 $ MOO

$ 1 t,(JQO .. oo (EA $ 11 ,000 $ 11 • .0oo;QC lEA $ 11,000 $ 11 ,000;()0 lEA $ 11..000 $ tt .• ooo.oo tEA $ 11.000 $ lEA. $ 11.000 $ tt;aoo.oo lEA $ 11,000 $ 11.,000'00. tEA $ 11.ooo $ 11,000.00 lEA $ 1j,(j[)O $: l1 ,000\00 tEA $ 11,000 $ 1(000c00 lEA $ h. boo $' tf,{JOO.OO lEA $ it))qQ

l1 ,000,00 /EA. $ 11,000 $. 1 1 J)OOJlO lEA $: thooo $ H;ooo.oo tEA $ h.ooo $• 11;oobJJo tEA .. $ 11 ,()00 $ i.'!,OOOJJti: lEA 11,000 $ 1 1,ooMli lEA 11,Qb0

$ 2,ooo:oo lEA $ 12!!'000 $ Z,QOO:OO /EA $. 1ra:oqo $ 2.000,00 tEA $ $ 2,0QoJJO ieA $ 4z.ooo: $ s,dO!:hil<i tALLOW $ $ s;oQ6,ilQ 11\LL.bW $ MOO

$ 500.00 TEA $ 4,6()0 $. 5!iQ;QO i'f,A •$ tOOO $ $QQ,ilQ tEA •$ 1,0ilo $ 50MO $ jO,QOO

$ $00,00 lEA. .$ 3,000 $ s[)O,qo lEA •s: §,OQ()

NIC NIC Nic NlC NIC

20;QOO.W tEl>, $ 440.00(1 lEA $. 176;0()()

4S.o()(J:OQ :IE.A ;$: -2();000:00 IE!Ji $ 40,Q()Q

o_ate ·c:rta_t:E!d: 02/2:U/i6

Total

Noble Constructio.n .Gtoup, .tlt Pr<;>posf;d Developm_ent

Trade

-HVAC ..

:OescriPtlon • :stiar Pressurization ·

Room& •.Medianleai Rooms - L<)bpy . . .. . .. -.. • Amenity Space

·

Altawance{ortl" CWSIR'F!ise.rs Futut!l- _Rf)ta_i_t coolii)g TQ\'Ier Retums, Registers. etc.

{inearDIIfusers · Dampers t.o.uvers C(Jntrol W(J'IJ1g.,ilr:l.d Tllerrnost;jls $ta.rt !l'P a!id Air Bal$!ite Qomm.ertial Kilci:Jeod .EXhaust Risers Flues and Verrts .tor Commertial Laundi)"Room vemmatlon:tor'Cellar Knchen · Bloler Syttem forPodt Misc. HVAC

. Electrieal'$eM¢e

New Ei$CtMeai Panel$·an<l-\3ener'!!\ot

·o-ate·-P. r.tflted; J/ 2/201$ 11me:P.ifnted: ;6:.10 PM

G.erieial Power :and Lighting :Amenity Sp.ace Lobby Retail Apartment

tmat # ofo-.Bedroorlis Totato#¢10 Bedrooms;, T a tal # of 1 Bedrooms T oial# of 1 Bedtodrils + T oial # or 2-Eiedi:iioms total# or:t Bedrooms + total#. of 3:Bedrooms Total '# ot4;Eiedr-Poriui

Ro\iQh & eonnecf .. . Site-lmproveJl'lents'

¢eilar LlghtCO\jrt • ELil'v11J\I,A;'rt';p 'lriigl!iion :$Ystem :l.1gtl!ingA,.II()Wan.¢e

Grtiufld Floor Plantings lr;rigaiion system pfarMrs ;Lighting Jl.llOV(o3nee

. . . sysiEl(Tl'far-p.larrlings in planters

l .ighilng 1\Howance · F!oqf ·

OUtelat;>r !lrtci bar . . . lrr19<11[91'\ sytt¢111 for·planilngs.in plarjters Lighting .

OtJ(JrCio$er at_:Eint,Y Flreplace a\l.obby. . · Pantry lltPtfvl'IIEI Plilln!) at 1$1Fioor .a<Jr&:Cat!!ling Ad\litiooal ArtJenity/LPbl:i)i

:iAth-Street

i.e Ot 2i

NIC

NIC NIC

:Ntc llii.C NIC

NIC

NIC NIC

NIC

NIC NJC

Unit

2EA 2 EA. t !=A tEA. tEA tEA

n.s iL;S 1' LS i: L$ HS 1,Ls

tALLOW

1L$

1Uj ns-

4,505 SF

$F

43 'EA OEA..

s1EA oEA $!leA oeli o :EA O.EA

1 AlLOW 1 Al,LOW

1 ALLOW

1 ALLOW 1ALLOW '1 AlLOW tEA t .EA

$EA

$ $ $ $ $ $

$

UnltCo$t

2dJlOO, bti iF;. A 25PQO:OO ii;A: oo lEA. 2$;¢00·®, lEA 2()000:00 li;A

iEA

IL$ ;tei;OO\).o() /Lg go;OOO,Oil ILS W,OOQ,00. /LS

ILS 20,000:00 /l,$

25.,000,00 ./ALLOW

. $ . 2s;ooo oo tLs

s J sp,ooo.oo iLs $ ;wa.ooo:do ILS

$. 20.00 i$F $ 20,:0() /Sf $ 1.5(). 1$1"

$ (',ooo.oo lEA lEA

$ Moo.Qd ,ii;fi lEA

$ 12;000.00 /EA lEA lEA .lEA

NIC $ $ $. -$ $ $ Nl& tjiC $

$ $ i$ o$ NIC $ NlC NiC

Total

4o,ooo 50,000 z_s;p0o 25,0()0 20,QQQ 1.5;000

55,000 10.0!/0. 2Q;!JOQ 1Q;OOO 25i0QO 2o,ooo 25,000

$ 25;000

:$ 1$p,q0(): s 2oo.ooo NIC

.$ ll0;100 ' $ 45;700· -$ 24;82,5

·$. 3o1:ooo $ $ 769;50Q '$ -;$ 36Q;QOO $ $ $

NIC NIG.

$ 1.250:00 !ALLQ1,/V $ 1,2$() ' 1,450'00 JALL;OW $ 1,250 $

$ 1.250.00 /ALLDW _$• 1.'250 NIC

$ 3 ;000.00 /AI:;LOW $ 3;000 $ 1 ,250:0Q /ALLOW $ 1)50. '$ fALLOW $ "'' $ z,aoo.oo. l eA $ 2,()00 $ 2.5.00.00 · lEA $ 2,.500

NI.C NIC

$ 1 ,500.00' /EA $ 9 ,000

Date .ReVi!:i!di Vf!!ljion BsA:

Total

$' - . 2 ,297;250

;Noble iPrqposedbevi!loprnent

Ameni\Y Refrigerator

cMicrc!Wi3ve :Oiiar Range Dishwasher Wine Cooter

Private 'Dilling at tsi' Floor 'RefriQEirator Microwave Dishwasher

Residential Elevators Floors G lhr!J R (.1 E;tevator) Floors(>thru:a(l EleVat\)r) J'Ioors,b !htu7(2 Eevat<:lr)

QuaiR,acl\'&iPJnionJ:!i<ist ,

SldesYalk BiidM Plumbilig,Equlpmenl

SeYJ<lge EjeCtors Dliplex'TankFiliPiJmp (TFP;1&2) D,upJex,oomeslic'Bcicister Pump North Blifidiiig WaterHeaters (NWH-1&2) South 6ulldiiigWaterHeatern ;(sWH•1&2) SuinpPlimps coffee Machine at Lobbi Gi:lsfor i=lteplace atlobby OUtdoor Kttcheii at RoofiopTerrace

, Fire 'Pi:Oieclloii Equipriierii Nevi Fli& Piimp and >Controller Jocl<eyPump HVAC,'Equipment

!iTt.);.pSM,.IJpper Roof, Anno RTIJJ,lSA-:i ROO! -.Anno

u;Roqf/T 9tJet-t2 -IJ

- RD<:lffT:eillet • Greennet;k - Roofrrauet • Greeoheck

TEF•2.3 • Ro6ffronet • Gt.ee:rtMck TEF-'2:4- Roof/T'ollet.· Greenlil!ck

• Roof/Toilet • O;-eenhepk TEF·2:6 - RoPfffollet-

Roofrrcitet- e>reenhecii kEF-j,1 \<EF'Z.l· RoofiKttch!l.l'l -

R®J/Ki!chen - Gtiienli,eci< . '1t:::F-G, 1-GEF-C. i -¢ei!aWariOus • L$F-C.1 - C!llliir/U1ll))dcy-LE;F-C:1 • Qelliir/LaonQJ:Y .,Greeribe¢K TRF•1 • Ropf(l"tash ,Room<GreEinlie¢11 TRF02 •RO,of/Trash RPOii:i :Gr¢eriheck ·ISEF'R.t,.Roof/Pll!iipR09rri · .Green heck

VRFSy5tems . A C-ASe 1-·1 - atn Floor - .oalkto

NewYork, NY

Nlc. ,NIC: NIC

Uhlt '

2J::A 'tEA 1EA tEA fEA fEA

tEA tEA zt;A iEA

2EA f EA lEA '2 EA 2EA A.EA f EA t EA 1EA lEA 1,EA

1 EA 1 EA

1'EA 1 EA. >j 'EA: 1 EA i EA 1 EA 1 'EA n;A 1. EA H:A '1 'EA 1 EA '1 EA 1 EA -1 EA tEA 1EA HA HzA

'$

$ $ $ $ $

$ $ $

$ $: $' $ $ $' $>. $ $ $

$ $

$ $

$ $ $ $ $ $ $ $ $ $ $ $ $ .$

$ $ $ $

$

250;J)0 1EA 2,,500JJ(l fEA

500.00 lEA 750,00 lEA 250.,00 !EI>c .400.00 lEA 250.00 lEA

lEA 9,500,00 tEA 6,500.()() lEA 3;s00coo. tEA 1.,500.0Q, /EA 1.ooo:oo tEA

3,000,00 iEA 3:000:00 lEA 3.000.00 iEA '3,000,00 iEA 3,000:00' lEA. 3,000:00 iEA

§00,00. /EA 1.,250Jl0 lEA

.lEA

5.,000.00 lEA 2;500.00 lEA

3,$00.00 lEA 3,$0it00 /EA

2,560,00 lEA

2.soo:oo lEA z:soo:oo rtA

2,500100 /EA 2,500.00 lEA 2'.500 '00 fEA 2,50000 1EA 2;soo;oo JE.ti 2,soo:oo iEA 2,500,00 lEA 2,50000 lEA 2i50QOO iEA 2;500JJO, lEA 2:5QO:OO ifi.A. 2,s()(l:,<JO /E;A 2,;;00,()() lEA

:;.oo:w. JJO.A

$ $

$ $ $ $ $

Nil> NIG NIC

$' $ $ $ $. $

$ $ $ $ $ $ $ $ '$

$ '$'

$' >$

$ i $ '$ $ '$ $ $ $ '$ '$' $ $ $ $ $ $ $ $

5,QOO

$()() 750 25o 466 250

6,500 6;500

13,000 7.000 \l;ooo

6,000 3,000 3,000 s:ooo ·s;doo

12,000. 500

1,250 4;000

5;000 2;500

3;5.00

2,5()0 2,500

2;500 4,PO<l 2,soo. 2;soo 2,500 2;500 2,500 2,500 2,500

2,500 2,500 2,50{)

2;soo 5.00

·11/i.Q/U.

Ve_rsio_n: QsA

Total

Nollie Cbnstfuaion Group •. ltt Propo$ec;f Development'

''' ·Code .

Oate Printed': :3/.l/2016 &;20 PM

AC•AB];2 -.:Bth Floor AC-B.B.H Blh Fl(l9r.- Oailiin AC-B.B.h2:•:8th Floor:,

FloohD<!I_klrJ FIC>Pr- Oaikln

AC>o.8,1'-2 - eiii Floor ; AC-0.8.1-3. -·!lih Flcxir- DlJikin A1>M'J-l . '7th Floor -oaikin

A¢.,8. 7,1 ;1 - 7th Flqor- riaildn A<:>B. 1y2 -7.111 Flqor- Daikin Ac' B.7J . .,aath AC'biH- 7th FloOr · -Oilikin AC'D,7.)-g -7th floor •;OaiJ<In AC-0. 7 .1"3 •7tl) Floor ; .O;llk.ln AC:P:7 2-1 .. 7111 FlOor :< Oaiklri AC:F.72·.2- 71h:Fioor Oaikin

.. AC>E:7:2-1 :, 71h Floor. :Oall\ln 7th Floor / baikin

AC:A:t-;1 c '1si Fioor..'ba"ikln A.C;A: • 1 si Floor" 'oliik!n AC'A.1•3 .• ·tst Floor • 'oalkln AC-8: 1"1 -1si fl<:iOr • AC,l.t ' s\'FJqor .• Da.*\h

At:.Ei¢.1- 1st flc:ior- Oaikln

·¢eliar - P!!ikin -AC;SL 1 ·Cellar- Daikili

AJr ¢9qied Condensing Units :ACCU·A..S.1-1 AGCU-B) l.H ACc0-a.-ej.2 ACCU-o. :s.t-j :ACCU·A.7.1·1

ACCU-6,7/1',2 ACCU•D:7..1-1 ACCU•F.7.2-1 ACCU.E.7 ,2.'1 ACCU.A.:-i•1 ACCU•B.H ACCU-U ACCl.l-LG.1 ACCU-BC.1 ACCU-GYMA AOCU-SL.1

Gas PTAC units WICO PTAC•A., Apts. • lslandake

-lslandair.e. PTAC-C.• Apts. :• :tslandaire PTA C-D •:Apts. •lslilndai,a

Elei:tnc'Oubt Heaters OHC•A OHC.:Ei

EH•!).1

432 Ei1SU4th Street NewYot l<, NY

0*12_

Urilt. 1°EA

$ 1 lOA .$ J,EA: $ 1 EA $ 1:EA $ 1 EA $ 1 El\, $ 1EA $ 1 lOA $ 1EA $ '1 EA. $ 1 ,EA $ 1 :E;A $ 1 :EA. $ •1 :EA. $ ·1 :E;A $ 1 tA $ 1 EA $. i ·EA. $ 1'1;:A $ 1 'EA $: 1 EA $ i 'EA.. ·$: 1 EA $ 1M •s· 1 EA $ 1 EA $ 1 EA $'

1 EA. '$ 1EA. $ 1 l:A $ 1EA .$ 1 EA. i$ 1 EA $ j EA ·s .. 1 EA $ 1 EA $ 1 EA $ tEA $ 1 EA $ tEA $ tEA i 1eft. $' 1 !=A $ 1' EA. $

!>4 EA $ .$

67 EA .$ 21EA $•

$ lEA $

·B' :EA $ 2 'EA $

ll/20/ll 62/1.6/tS

"BSA.,

un.ltCost · T<;>tal . l · Total' 500.00 lEA ·$.' 500 50Q.OO lEA $ 500 Soo,oo tEA $ 500 500,00 lEA '$ 000. ;500.00 .lEA $ 500 500.00 .lEA :$ 500 SOO.OO. lEA $ 500 5.00.00 tEA :$ 500 500:00. lEA .$ $00 5.00:00 lEA .$ 500 .500.00 tEA $ sao 500:00 . . /EA .$ sao 500.00 tEA $ SaO 500:00 lEA $ 500 500,00 ·lEA. $ .5.00· 90():00 tEA. $ 500 500'/JO .tEA $ 500 5oo.oo tEA $' .sao $OQ;OQ l EA $ 500 500:00 lEA $ . 500 5QQ.OO lEA $ :sao 500:00 lEA $ ' 500 :i.(J{t.OQ lEA $ 500 500.00' JE.A $ 500 5CXt00 lEA. $. 500 5QQ.OO JEA $ 500 s,oo;oo lEA $ 500 500,00 /EA $ 500 5QQ.oo: lEA $ 500

;!,5.00.00 lEA $ 2,500 2,500,00 tEA $ 2,50!):00 /EA $ 2,500 2,500.00 lEA $ :2,500 2,500.00• lEA $ 2:500 2,.500,00 /EA $ 2.500 2,500.1)0 tEA ,2.,50() Z:soo.oo JEA $ 2;$0Q 2,500.00 lEA $ 2,5Qb 2,500.00 lEA $ 2500 i ,500:0<i iEA $ 2,500.00 lEA $ ? :500 2,500. 00 'lEA $ 2,500

'rEA $ 2,500 2;50Q.QQ lEA $ 2,500 2,500.00 lEA. $ isoo z•:5oo .oo lEA $ 2,500

-350W !{:A .$ 22,400 '35.0.00 tEA '$ ·3:1,150 '3:.50. 00 tEA $ 350:00 lEA $· 7:3.50

500.00 /EA $ 500. 500.00 tEA $ 500

500.00 if2A ·$ 4,000 500.00 lEA ·$ 1,000'

Noble Construction Group, LLC 432 East 14th Street Date Created: 11/20/13

Proposed Development New York, NV Date Revised: 02/ 26/16 Version Numbe1: 06. BSA

ode Trade Unit Unit Cost Total I Total Untt Heaters

UH-A 2 EA $ 500.00 /EA $ 1,000 UHR-C 20 EA $ 500.00 /EA $ 10,000

Electric Baseboard Heaters EBH-A 6 EA $ 500.00 /EA $ 3,000 EBH-C 12 EA $ 500.00 /EA $ 6,000

Install Only Heat Tracing 1 LS $ 5,000.00 /LS $ 5,000 Commercial Washer/Dryers 1 ALLOW $ 7,500.00 /ALLOW $ 7,500 Commercial Kttchen NIC NIC Irrigation System 1 LS $ 5,000.00 /LS $ 5,000 Hoist 2 EA $ 5,000.00 lEA $ 10,000

Light Fixture Allowance 154 Untts $ 2,500.00 /UNIT $ 385,000 Decorative Exterior Lighting at 14th Street Fat;:ade 1 ALLOW $ 15,000.00 /ALLOW $ 15,000 Exterior Lighting at Canopy 1 ALLOW $ 7,500.00 /ALLOW $ 7,500 Exterior Lighting at Main Entry 1 ALLOW $ 5,000.00 /ALLOW $ 5,000 Fire Alarm System 166,101 SF $ 2.50 /SF $ 415,253 Secumy System

Headend 1 EA $ 1 0,000.00 /EA $ 10,000 DVRs 1 ALLOW $ 10,000.00 /ALLOW $ 10,000 Security Monitoring Work Stations w/2-23" LCD Monitors 2 EA $ 2,500.00 /EA $ 5,000 Cameras 50 EA $ 1,500.00 lEA $ 75,000 Door Contacts 34 EA $ 300.00 lEA $ 10,200 Electric Strikes 9EA $ 500.00 lEA $ 4,500 Card Readers 21 EA $ 1,000.00 lEA $ 21,000 Request To Extt 9 EA $ 500.00 lEA $ 4,500 Electric Locks 12 EA $ 500.00 lEA $ 6,000 Intercom Station 116 EA $ 500.00 lEA $ 58,000

Lighting Protection NIC NIC Lighting Preventor NIC NIC Dimming System NIC NIC T elei:ommun ications

General Assumed Savings for Telecommunications VE Design 1 ALLOW $ (250,000.00) /ALLOW $ (250,000) ConduH from MDF to Riser Closets 1 LS $ 75,000.00 /LS $ 75,000 Sleeves Between.Fioors NIC NIC Cable Tray & Ladder Racks at MDF 1 LS $ 5,000.00 ILS $ 5,000 2" Condutt from Riser Closets to Apartments 154 EA $ 500.00 lEA .$ 77,000 Condutt from Telecom Room to Concierge Desk 1 EA $ 2,000.00 /EA $ 2,000 Condutt from Telecom Room to Retail 1 EA $ 5,000.00 /EA $ 5,000 Pullboxes for Service Pathways 1 ALLOW $ 5,000.00 /ALLOW $ 5,000 NID Boxes (Fumlsh & Install) 154 EA $ 150.00 /EA $ 23,100 FIOS Microduct (Furnish Only) NIC NIC FIOS Microduct (Install Only) 154 EA $ 100.00 lEA $ 15.400 FIOS NID Box (Fum ish Only) NIC NIC FIOS NID Box (Install Only) 154 EA $ 75.00 lEA $ 11 ,550 Electrical Outlet @ NID Box 154 EA $ 125.00 lEA $ 19,250 Electrical Outlet @ FIOS Box 154 EA $ 125.00 lEA $ 19,250 Grounding at Closets 1 LS $ 500.00 /LS $ 500 Verizon Wiring Between MDF and Riser Closets NIC NIC Time Warner Wiring Between MDF and Riser Closets NIC NIC Verizon Wiring Between Riser Closets and Apartments NIC NIC Time Warner Wiring Between Riser Closets and Apartments NIC NIC (2) Cat6 UTP Cables from Telecom Room to NID Box 154 EA $ 500.00 /EA $ 77,000 (2) RG6U Cables from Telecom Room to NID Box 154 EA $ 300.00 tEA $ 46.200 (3) 25 Pair Cable from Main Telecom Room to Telecom Room South- 3rd Floorw/110 Blocks 1 EA $ 6,000.00 lEA $ 6,000 (3) 25 Pair Cable from Main Telecom Room to Telecom Room South- 6th Floor w/110 Blocks 1 EA $ 9.000.00 lEA $ 9,000 (2) 25 Pair Cable from Main Telecom Room to Telecom Room North - 3rd Floorw/110 Blocks 1 EA $ 4,000.00 /EA $ 4,000 (2) 25 Pair Cable from Main Telecom Room to Telecom Room North- 6th Floorw/110 Blocks 1 EA $ 6,000.00 lEA $ 6,000 (1) P3-500 Coaxial Cable w/4' Service Loops 1 ALLOW $ 10,000.00 fALLOW $ 10,000

Date ?rlnted: 3/2/2016 Time P.rinted: PM Pa ge 21 of 22

Gro!.lp, LtC 'PtoFmsed oe-..:elopment

R'lLOfle ______ 'Traoe Apartm!!t;lt WJrlng: (11'C at gE <!n.d (1) ,RG6 per Ol!tirit I,. on 'Atto-NaneeforWAP AuilroiVisuaJ , , , ,

, , I'Eiewica1 ,E;Je.;t@al SY$tl!rn$

3/2/2Qf6

(ast 14th'Stteet 'NewYprk, l'l'l

NfC

UriW 590:EA

1 ALL,()W

1 ALl,OVI/ 1'L$

UnltC0$1 $ " 25,0;00 lEA $' 1oo;o(iQ;IJQ, $ Sd,QOO:;QO iALI,.QV\1 $, 50;QOQ.OO IL$

Total $ w;soo• $ 100;0DQ •f)iJC $ so:ooo $ 5o,OOO

$:

OiltP. C"re.ated:: 11/20/ t:l O"J./·26/16

.

:total

E.X.ffiBrT B: CONSTRUCTION COST PREMIUMS

01000 01005 Test Borings 01900 Abatement 02060 Demolition 02090 Site Preparation 61,610 61,610 02300 SOE and Earthwork 1,439,580 6,098,385 4,658,805

General Excavation 552,469 552,469 Over-excavation of Organic Material 36,685 36,685

General Backfill 12,500 12,500 Backfill of over-excavation of Organics 66,700 66,700 Soldier Piles and lagging (Typical SOE) 874,611 (874,611) Not feasible due to subsurface conditions

Secant Pile Wall (Cutoff SOE Wall) 5,430,031 5,430,031 Required for high water table and organic material 02301 Dewatering 50,000 468,600 418,600 Premium for High Water Table 02302 Soli Disposal 535,080 968,990 433,910 Premium for High Water Table 02090 Site Improvements 973,108 973,108 02720 Utilities 185,000 185,000 03200 Concrete Foundations 2,193,647 3,150,221 956,574 Premium for High Water Table 03300 Concrete 6,721,060 6,721,060 04200 Masonry 2,283,813 2,283,813 05500 Miscellaneous Iron 658,798 658,798 05720 Decorative Railings 297,350 297,350 06200 Millwork 167,893 167,893 07140 Waterproofing 278,325 278,325 07500 Roofing & Paver-s 652,621 652,621 07900 caulking & Sealant 276,599 276,599 08110 Hollow Metal, Hardware & Wood Doors 456,061 456,061 08330 Overhead Doors 08410 Canopy 110,000 110,000 08520 Storefronts, Windows & II/I eta I Panels 2,368,760 2,368,760 08800 Glass & Glazing 26,700 26,700 09001 Special Finishes 579,200 579,200 09250 Gypsum Drywall 2,429,437 2,429,437 09300 Ceramic Tile 801,506 801,506 09550 Wood Flooring 469,544 469,544 09650 Resilient Flooring 10,000 10,000 09680 Carpeting 36,458 36,458 09900 Painting 407,000 407,000 09950 Wall Covering 10425 Graphics 20,000 20,000 10800 Bath & Toilet Accessory 217,559 217,559 11170 Compactor 30,000 30,000 11180 Rubbish Chute 37,500 37,500 11450 Kitchen Appliance 535,800 535,800 11460 Kitchen Cabinets & Vanities 460,650 460,650 12500 Window Treatments 14210 Elevators 780,000 780,000 14610 Holst & Bridge 514,500 514,500 15200 Plumbing 2,538,788 2,538,788 15300 Fire Protection 669,732 669,732 15800 HVAC 1,820,000 1,820,000 16100 Electrical Systems 3,050,380 3,050,380

Sub-Total Trade Costs $ 35,144,059 s 41,611,948 $ 6,467,889 17000 General Conditions 2,460,084 2,912,836 452,752

Sub-Total GC's, Fees •.• $ 2,460,084 $ 2,912,836 $ 452,752

EXHlBlTC:HPD CHART

IIPD Income Limits and Rents · 201 S HPD30%AMI HPIJ50%AMI HI'060%AMt

Persons 30"/o 27% 40"/o 37% 50"/o 47% 60% 57% 70"/o 80"/o 90"/o 100"/o 120"/o 125% 130% I 18,150.00 16,335.00 24,200.00 22,385.00 30,250.00 28,435.00 36,300.00 34,485.00 42,350.00 48,400.00 54,450.00 .60,500.00 72,600.00 75,625.00 78,650.00 2 20,730.00 18,657.00 27,640.00 25,567.00 34.550.00 32,417.00 41,460.00 39,387.00 48,370.00 55,280.00 62,190.00 69,100.00 82.920.00 86,375.00 89,830.00 3 23,3 10 00 20.979.00 31,080.00 28,749.00 38,850.00 36.519.00 46,620.00 44,289.00 54,390.00 62,160.00 69,930.00 77,700.00 93,240.00 97,125.00 101,010.00 4 25,890.00 23,301.00 34,520.00 31,931.00 43,150.00 40,56 1.00 51,780.00 49,191.00 60,410.00 69,040.00 77,670.00 86,300.00 103,560.00 107.875.00 112,190.00 5 27,990.00 25,191.00 37,320.00 34,521.00 46,650.00 43,851.00 55,980.00 53,181.00 65,3 10.00 74,640.00 83.970.00 93,300.00 111,960.00 116,625.00 121 ,290.00 6 30,060.00 27,054.00 40,080.00 37,074.00 50,100.00 47,094.00 60,120.00 57. 114.00 70,140.00 80,160.00 90.180.00 100,200.00 120.240.00 125,250.00 130,260 00 7 32,130.00 28,917.00 42,840.00 39,627.00 53,550.00 50,337.00 64,260.00 61,047.00 74,970.00 85,680.00 96,390.00 107,100.00 128.520.00 133,875.00 139,230.00 8 34,200.00 30,780.00_ 45 600.00 42 180.00 57 000.00 53 580.00 68 400.00 64980.00 79 800.00 91 200.00 102,600.00 114 000.00 136 800.00 - _!42,500.00 148,200.00

Bedroom 30% 27% 40"/o 37% 50"/o 47% 60% 57% 70% 80% 90% 100% 120"/o 125% 130"/o Studio 453.00 408.00 605.00 559.00 756.00 7 10.00 901.00 862.00 1,058.00 1,210.00 1,361.00 1,512.00 1,815.00 1,890.00 1,966.00

I 486.00 437.00 648.00 599.00 810.00 761.00 972.00 923.00 1,134.00 1.296.00 1,458.00 1,620.00 1,944.00 2,025.00 2, 106.00 2 582.00 524.00 777.00 118.00 971.00 912.00 1,165.00 1,107.00 1,359.00 1,554.00 1,748.00 1,942.00 2,331.00 2,428.00 2,525.00 3 673.00 606.00 898.00 830.00 1,122.00 1,055.00 1,347.00 1,279.00 1,571.00 1,796.00 2,020.00 2,245.00 2,694.00 2,806.00 2,918.00 4 751.00 676.00 1,002.00 926.00 1,252.00 1.177.00 1,503.00 .1,427.00 1,753.00 2,004.00 2,254.00 2,505.00 3,006.00 3, 131.00 3,256.00

Utilities Studio 1 2 3 4 Cookin Gas 17 18 18 18 20 Electric 40 41 42 55 56

57 59 60 73 76

EXHIBIT D:. REALTY RATES RE:SEARCH

Interest Rate .Amortization·

.... t<;t;l(<lfu: flatio

EqultgDividl?ndHate -A1>enop

__ ..

· t35 o:o 51?F ' 0.75 1.35 _ Technique

f!ates {53x-

75:,-;' :0:05Ul47 O.OlS285

25X .0:065312 (\,0.fS328 ..

HIS : o:nnn : .....

8-Hr. 50x' 0:1)7747 '· o:p!;i8874 · 15 5ox • o.Jm5s'

OAR H •

. 501': . i5.78:9.

... -i .75Z1·:· 0;0'4·.SS.5.2 /

, ............ .. ... ?5 .M4.6.G.52. .. , . J'lat'e;i

6:537.

... .. ,, ... 25:r. O.OlS328

. . ................ .. .. .. ········"·" ..

.... ___ .. t.st . . Eland Qf

·· •·• -,· ----··········· ·-· · . . L 50X

... ····· ···· .Bf\F:L -

J5:18:l.

•. t53 : 0:073458.::

. ·.. . ; §$?•: .:

0 .• 104212 '

15

• ,

·Interest Ra.te·

· Afndrti;: atOO!J. · ., ,_ ..... ' .· • ... ,_ .. .· ... .-· ... Equity Rate Muimum

.. lnteres.t-Ra!<' . .. . ····:·.•·""" ... AmoJiization · ............•...... . · .. ..

•srd. RealtyRates.corn™

_ 8.267.

?O.X, §.'ltlr•'-.1S.l5X

.. Ot;;Fi us' .• ..

US .. .. .. . .... ) j o:{

40 Equitg . 107. : '0.042613 OAR

90Y. ..... ... .. .... ... • )

S.?e?.' . ... 1.83 of Investment T.,chnique

... . · ( · · .. -. · ·· · · .........•......... !'5, .tox; .. _oJ739Mi .0.128376.. OAR

. ., .. 17.4ox

t50 0.07'0009 ;

... , ........................ ,_, ..... .,, .. ........... ,. 1 : 75!<: O.O?ll.OOS . .

. E.9t.i\l9 ...... ' ....... , 2?:{ .· .. · - ' DAR

EXHIBlTE: PROFESSIONAL QUAUFJCATIONS

Resume

JACK FREEMAN

Jack Freeman is principal of J.S. Freeman Associates and Freeman/Frazier & Associates. Mr.

Freeman's professional background combines real estate finance, development planning, project

management and public sector experience to provide comprehensive real estate advisory services to the

benefit of his clients.

His · development financing background includes several years experience as a mortgage Officer for The

New York City Community Preservation Corporation, responsible for construction and permanent loan

origination. The Corporation is a consortium of the New York City Commercial Banks and Savings

Institutions, established to provide mortgage fmancing for multifamily housing rehabilitation and

economic development.

Public Sector experience includes the position of Director, New York City Department of City

Planning, Zoning Study Group and Senior Staff positions in the Mayor's Office of Development,

responsible for management of major commercial and residential projects in Lower Manhattan.

As a developer, Mr. Freeman has been a principal and General Partner in the development of

multifamily market rate and affordable housing projects, with a value in excess of $17 million.

In 1993, Mr. Freeman was appointed, and served until 1996, as a Commissioner of the New York City

Landmarks Preservation Commission. For three years, Mr. Freeman was a member of the New York

State Council of Arts Capital Program Review Panel. He has been a recipient of a National

Endowment for the Arts Grant for Architecture and a Progressive Architecture A ward for Urban

Design.

Mr. Freeman is a Licensed Real Estate Broker, a member of the Real Estate Board of New York, the

Urban Land Institute and the American Planning Association. He has taught Real Estate Development

as a member of the Graduate Faculty of the City University of New York and has been a regular

lecturer in Real Estate Finance at Princeton University.

Mr. Freeman holds a Masters Degree in City Planning from the City University of New York and a

Bachelor of Architecture Degree from Cooper Union.

real e$tato '!ervkes

j.s.freeman associates, inc. Nassau Street I Suite 1220

Ne-.v Yotk City, NY 10038 212. 871. 0878 \•;w•,.:.jsfreernauassociates.com

... t

2.

3.

1

. sec# on of . -. MDL

CoJPments.

NYC D velopment Hub of

· 80 Centre Street Third Floor

New YPfk; -New York 1001_3 {lycgevelopmenthup@buildings.nyc.gqy

Proposed floor area exceeds the inaxi:mum pem1itted ·-as•· per ZR · 153

_ Proposed s1:reetwal1 along East 14th-Street-does not comply with · required abov·e the minimum base height as ZR Proposed buil<ling height the maximll1tl perrnitteq, as per ZR 35,65.

_ · .. BY . · : scotfo: Rav-an/ RA .. : ; ;

.. 0. ,} ,_.' : . .

DENIED For Appeal to Board of Standards Anct Appeals Dilte:

(6/05)

AKRF, Inc. Environmental Planning Consultants 440 Park Avenue South 7th Floor New York, NY 10016 tel: 212 696-0670 fax: 212 213-3191 www.akrf.com

Travel Demand Factors (TDF) Memorandum

To:

F)·om:

Date:

Project File

AKRF, Inc.

May 2, 2016

2016-4183-BZ Re: 432 East 14th Street- Travel Demand Analysis

A. INTRODUCTION This memorandum details the trip generation assumptions and travel demand estimates for the City Environmental Quality Review (CEQR) analysis of the development of a mixed-use residential and commercial building at 432 East 14th Street/435 East 13th Street (''the prop osed project"), located in Manhattan Community District 3 on the block bounded by First Avenue to tbe west, East 14th Street to the north, Avenue A to the east, and East 13th Street to the south (Block 441, Lot 23, the "project site"). The project site is currently vacant; it was previously occupied with a one-story former post office building, which was recently demolished.

Absent the proposed actions, in the future without the proposed actions (the ''No Action" condition), it is assumed that the project site will remain vacant. For the purposes of this analysis, trip estimates are based on the program shown in Table l-in the future with the proposed actions (the "With Action" condition), the.-·project site would be redeveloped with approximately 155 dwelling units (including 31 affordable units) and approximately 9,131 square feet of retail space on portions of the ground floor and cellar level. The proposed uses would result in incremental trip generation, as detailed below. The proposed building would have two pedestrian access areas: one residential access area and the retail space access area would be along East 14th Street between First A venue and A venue A, while another residential access area would be located along East 13th Street between First Avenue and Avenue A.

Table 1 D I eve opmen tP rogram As ti sump1 ons

Components Future With Action Residential (dwelling units' 155 Local Retail (gsf) 9,131

AKRF, Inc. " New York City lil Hudson Valley Region ., Long Island e Baltimore I Washington Area 0 New Jersey ., Philadelphia

Project File 2 May 2, 2016

B. TRANSPORTATION PLANNING ASSUMPTIONS Trip generation factors for the proposed project were developed based on information from the 2014 City Environmental Quality Review (CEQR) Technical Manual, the 2008 East Village/Lower East Side Rezoning FEIS, the 2012 NYU Core FEIS, and U.S. Census Data, as summarized in Table 2.

RESIDENTIAL The daily person trip rate aud temporal distribution are from the CEQR Technical Manual. Modal splits are based on the Journey-to-Work (JTW) data from the 2010-2014 U.S. Census Bureau American Community Survey (ACS). The directional distributions for all peak periods are from the 2008 East Village/Lower East Side Rezoning FEIS. The vehicle occupancies are from the 2010-2014 U.S. Census ACS for autos and from the East Village/Lower East Side Rezoning FEIS for taxis. The daily delivery trip rate and temporal and directional distributions are from the CEQR Technical Manual.

LOCAL RETAIL The daily trip generation rate for the local neighborhood retail component is from the CEQR Technical Manual. Consistent with assumptions typically accepted by· City agencies for the purposes of environmental review, a 25-percent linked trip credit was applied to the local retail trip generation estimates. The modal splits and vehicle occupancies were obtained from the 2012 NYU Core FEIS. The temporal and directional distributions for all peak periods were obtained from the CEQR Technical Manual and the NYU Core FEIS, respectively. The daily delivery trip rate and temporal and directional distributions are from the CEQR Technical Manual.

Use Total

Dally Person Trip

Trip Unkage Net

Dally Person trip

Temporal

Direction In

Out Total

ModaiSpiH

Auto Taxi

Subway Bus

Walk Total

Vehicle Occupancy

Auto Taxi

Dally Delivery Trip Generation Rate

Delivery Temporal

Delivery Direction In

Out Tala

Sources:

T Residential

(1) Weekday

8.075 Trips IOU

0"/o Weekday

8.075 TrillS I DU

AM I MD I PM (1)

10% I 5% I 11% (2)

15% 50% 70% 85% 50% 30% 100% 100% 100%

(3) AM MD PM

6.0% 6.0% 6.0% 2.0% 2.0% 2.0% 52.0% 52.0% 52.0% 9.'0% 9.0% 9.0%

31 .0% 31 .0% 31 .0% 100% 100% 100%

(2)(3} Weekday

1.13 1.40 (1)

Weekday 0.06

Delivery TriOs I DU AM I MD PM

(1) 12% 9% 2%

(1) 50% 50% 50% 50% 50% 50%

fOO'Yo ttlO"/o tOO% (1) 2014 CEQR Technical Manual

rave ID

AM

3% I

50% 50% 100%

AM 2.0% 3.0% 6.0% 6.0%

83.0% 100%

ema1;1 Table 2

dAs ti sump1 ODS Local Retail

(1) Weekday

205.0 TripsiKSF

25% Weekday

153.75 TriDSIKSF

MD PM (1)

19% 10% (4)

50% 50% 50% 50% 100% 100%

(4) MD PM

2.0% 2.0% 3.0% 3.0% 6.0% 6.0% 6.0% 6.0%

83.0% 83.0% 100% 100%

(4) Weekday

1.65 1.40 (1)

Weekday 0.35

Delivery Trips I KSF AM I MD I PM

(1) 8% I 11% I 2%

(1) 50% 50% 50% 50% 50% 50%

100% 100%

(2) East Village/Lower East Side Rezoning FEIS (2008) (3) U.S. Census Bureau, ACS 2010-2014 Five-Year Estimates- Journey-to-Work (JTW) Data (4) NYU Core FEIS (2012)

I ! 'I

Project File 3 May 2, 2016

C. CEQR TRANSPORTATION ANALYSIS SCREENING The CEQR Technical Manual identifies procedures for evaluating a proposed project's potential impacts on traffic, transit, pedestrian, . and parking conditions. This methodology begins with the preparation of a trip generation analysis to determine the volume of person and vehicle trips associated with the proposed project. The results are then compared with the CEQR Technical Manual-specified thresholds (Level l screening analysis) to determine whether additional quantified analyses are warranted. If the proposed project would result in ?0 or more peak hour vehicle trips, 200 or more peak hour transit trips (200 or more peak hour transit riders at any given subway station or 50 or more peak hour bus trips on a particularly route in one direction), and/or 200 or more peak hour pedestrian trips, a Level 2 screening analysis is undertaken.

For the Level 2 screening analysis, project-generated trips would be assigned to specific intersections, transit routes, and pedestrian elements. If the results of this analysis show that the proposed project would generate 50 or more peak hour vehicle trips through an intersection, 50 or more peak hour bus riders on a bus route in a single direction, 200 or more peak hour subway passengers at any given station, or 2()0 or more peak hour pedestrian trips per pedestrian element, further quantified analyses may be warranted to evaluate the potential for significant adverse traffic, transit, pedestrian, and parking impacts.

TRIP GENERATION SUMMARY

As summarized in Table 3, the proposed project would generate a total of 165, 332, and 276 incremental person trips during the weekday AM, midday, and PM peak hours, respectively. Approximately 14, 22, and 15 incremental vehicle trips would be generated during the same respective time periods.

Peak Hour In/Out Auto In 1

AM Out 6 Total 7

In 5 MD Out 5

Total 10 In 7

PM Out 3 Total 10

LEVEL 1 SCREENING

TRAFFIC

T ' G np Person Trips Taxi Subway City Bus Walk

1 11 3 23 3 56 11 50 4 67 14 73 5 24 11 121 5. 24 11 121 10 48 22 242 4 54 13 88 3 25 8 71 7 79 21 159

en era

Total 39 126 165 166 166 332 166 110 276

ti s on ·ummary: I ncremen Table3

tal T . nps VehiCle Trips

In/Out Auto Taxi Delivery Total In 1 3 1 5

Out 5 3 1 9 Total 6 6 2 14

In 4 7 0 11 Out 4 7 0 11

Total 8 14 ' 0 22 In 6 3 0 9

Out 3 3 0 6 Total 9 6 0 15

As shown in Table 3, the incremental trips generated by the proposed project would be 14, 22, and 15 vehicle trips during the weekday AM, midday, and PM peak hours, respectively. Since these incremental vehicle trips do not exceed the CEQR Technical Manual analysis threshold of 50 peak hour vehicle trips, a detailed traffic analysis is not warranted and the proposed project is not expected to result in any significant adverse traffic impacts.

PARKING

The CEQR Technical Manual states that if a quantified traffic analysis is not required, it is likely that a parking assessment is not warranted. Since the above traffic screening assessment indicates that a detailed traffic study is not warranted, an on- and off-street parking analysis would al so not be required and the proposed project is similarly not expected to result in any significant adverse pa rking impacts.

Project File 4 May 2, 2016

TRANSIT

As shown in Table 3, the incremental subway trips generated by the proposed project would be 67, 48, and 79 person trips by subway during the weekday AM, midday, and PM peak hours respectively. Since these incremental subway trips do not exceed the CEQR Technical Manual analysis threshold of 200 or more peak hour subway trips, a detailed analysis of subway facilities is not warranted and the proposed project is not expected to result in any significant adverse subway impacts.

As shown in the Table 3, the incremental bus trips generated by the proposed project would be 14, 22, and 21 person trips during the weekday AM, midday, and PM peak hours, respectively. No single bus route would exceed the CEQR Technical Manual analysis threshold of 50 or more peak hour bus riders in a single direction. Therefore, a detailed bus line-haul analysis is also not warranted and the proposed project is not expected to result in any significant adverse bus line-haul impacts.

PEDESTRIAN

All person trips generated by the proposed project would traverse the pedestrian elements (i.e., sidewalks, comers, and crosswalks) surrounding the project site. As shown in Table 3, the net incremental pedestrian trips would be greater than 200 during the weekday midday and PM peak hours. A Level 2 screening assessment (presented in the section below) was conducted to determine if there is a need for additional quantified pedestrian analyses.

LEVEL 2 SCREENING As part of the Level 2 screening assessment, project-generated trips were assigned to specific intersections and pedestrian elements near the project site. As previously stated, further quantified analyses to assess the potential impacts of the proposed project on the transportation system would be warranted if the trip assignments were to identify key pedestrian elements incurring 200 or more peak hour pedestrian-trips.

SITEACCESSANDEGRESS For the proposed project building, the local retail entrance would be located along East 14th Street between First Avenue and Avenue A. There would be two entranees to the residential space, one along East 14th Street between First Avenue and Avenue A, and one along East 13th Street between First A venue and A venue A. PEDESTRIANS

As shown in Table 3, the projected peak hour pedestrian trips would exceed the CEQR analysis threshold of 200 pedestrians during the weekday midday and PM peak hours. Level 2 pedestrian trip assignments were individually developed for all the proposed development components and are shown in Figures 1 and 2 and discussed below.

• Auto Trips - Motorists would park at off-street parking facilities within 114 mile of the project site and walk to/from the project site.

• Taxi Trips- Taxi patrons would get dropped off and picked up along East 14th Street, East l3th Street, and A venue A.

• City Bus Trips - City bus riders would use buses stopping on East 14th Street, First A venue, and Second A venue, and would get off at bus stops nearest to the project site.

• Subway Trips- Subway riders were assigned to the First Avenue station (L train). • Walk-Only Trips - Pedestrian walk-only trips were developed by distributing project-generated

person trips to surrounding pedestrian facilities (i.e., sidewalks, comer reservoirs, and crosswalks) based -on population data as weH as the -land use eharaeteristies-of the su:rrottndin:gneighborhood.

Based on the detailed assignment of pedestrian trips, I sidewalk and 1 corner were recommended for detailed analysis for the weekday midday and PM peak hours, as shown in Table 4.

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Project File 5 May 2, 2016

Table 4 Pedestrian Level 2 Screening Analysis Results

Recommended Analysis Locations Pedestrian Elements I Weekda_y J Recommended Analysis Location I Midday I PM I

Avenue A East 14ttl Street East Sidewalk along Avenue A between E. 14th Street and E. 13th Street 0 0

. West Sidewalk along Avenue A between E. 14th Street and E. 13th Street 58 33 North Sidewalk along E. 14th Street between Avenue A and Avenue B 0 0 South Sidewalk along E. 14th Street between Avenue A and Avenue B 0 0 North Sidewalk along E. 14th Street between Avenue A and First Avenue 49 68 South Sidewalk along E. 14th Street between Avenue A and First Avenue 322 254 ./ Southeast Comer 0 0 Southwest Comer 84 69 North Crosswalk () 0 South Crosswalk 0 .0 East CrosSwalk 0 0 West Crosswalk 26 36

Avenue A and East 13th street Sidewalk along Avenue A between E. 13th Street and E. 12th Street 24 16

West Sidewalk along Avenue A between E. 13th Street and E. 12th street 24 16 North Sidewalk along E. 13th Street between Avenue A and First Avenue 12 23 South Sidewalk alo119_ E. 13th Street between Avenue A and First Avenue 0 0 Northeast Comer 38 23 Northwest comer ' 62 39 Southeast Comer .- 32 18 · ...

Southwest Comer ... , 56 34 North Crosswalk ·- 22 14 South Crosswalk . ·. 16 9 East Crosswalk 16 9 West Crosswalk 40 25

Avenue A and East 12th Street East Sidewalk along Avenue A between E. 12th Street and E. 11th Street 14 9 West Sidewalk along Avenue A between E. 12th Street and E. 11th Street 14 9 North Sidewalk along E. 12th Street between Avenue A and Avenue B 14 9 South Sidewalk along E. 12th Street between Avenue A and Avenue B 14 9 Northeast Comer 22 14 Northwest Comer 24 16 Southeast Comer 24 16 Southwest Comer 26 18 East Crosswalk 18 11 West Crosswalk 20 13

First Avenue and East 15th Street East Sidewalk along First Avenue between E. 15th Street and E. 16th Street 42 27 West Sidewalk along First Avenue between E. 15th Street and E. 16th Street 16 9 East Sidewalk along First Avenue between E. 15th Street and E. 14th Street 76 53 Northwest Comer 30 18 Southwest Comer 28 111

CrossiNalk 14 .. 9 First Avenue and East 14th Street

East Sidewalk along First Avenue between E. 14th Street and E. 13th Street 84 45 West Sidewalk along First Avenue between E. 14th Street and E. 13th Street 0 0 North Sidewalk along E. 14th Street between First Avenue and Second Avenue 6 5 South Sidewalk along E. 14th street between First Avenue and Second Avenue 21 18 Northeast Comer 112 93 Northwest Comer 16 12 Southeast Comer 219 156 ./ Southwest Comer 39 30 North Crosswalk 8 6

·South Crosswalk 31 24 East Crosswalk 104 87 West Crosswalk B 6

First Avenue and East 13th Street East Sidewalk along First Avenue between E. 13th Street and E. 12th Street I 30 I 22 I West Sidewalk along First Avenue between E. 13th Street and E. 12th Street I 28 I 20 I

Project File

Pedestrian Elements

Northeast Corner Northwest Corner Sol.!thea11t Comer Southwest Comer North Crosswalk South Crosswalk East Crosswalk West Crosswalk

6 May 2, 2016 ,

Table 4 (cont'd) Pedestrian Level 2 Screening Analysis Results

R ddAnl .L ecommen e atysis ocations I Weekday I Recommended Analysis Location I Midday I Midday I

First Avenue and East 13th Street 82 sa 50 35 74 50 42 27 30 22 22 14 52 36 20 13

First Avenue and East 12th Street East Sidewalk along First Avenue between E. 12th Street and E. 11th Street 20 13 West Sidewalk along First Avenue between E. 12th Street and E. 11th Street 20 13 Northeast Corner 30 21 Northwest Comer 30 21 Southeast Corner 28 19 Southwest Comer 32 22 East Crosswalk 24 16 West Crosswalk 24 16 Notes: ./ denotes pedestrian elements selected for detailed analysis.

*

EAS SHORT FORM PAGE 1

City Environmental Quality Review ENVIRONMENTAL ASSESSMENT STATEMENT (EAS) SHORT FORM

2016-4183-BZ CEQR REFERENCE NUMBER (to be assigned by lead agency) TBD ULURP REFERENCE NUMBER (if applicable)

4a. Lead Agency Information NAME OF LEAD AGENCY New York Ci Board of Standards and NAME OF LEAD AGENCY CONTACT PERSON Ro

TELEPHONE (212) 788 8749 EMAIL rlevy@bsa.nyc.gov

5. Project Description

DJM 1\L...I '-'''-'"'-"- ,,.._..,. , ._._ ,. , .. - .-.- ·· - - ··- --,... -

> OTHER REFERENCE NUMBER($) (if applicable)

I slative intra, CAP 4b. Applicant Information NAME OF APPLICANT 432 East 14th Street UDP LLC

r-

.. ,-, Lo

r<

(212)767 0960

EMAIL dherring@urbandp.com

The proposed project involves the development of a mixed-use residential and commercial building at 432 East 14th Street (Block 441, Lot 23) in Manhattan, Community District 3. The proposed project would contain 155 dwelling units and approximaty 9,100 square feet of retail space on portions of the ground floor and cellar level. The project would utilize approximately 3,970 square feet of air rights from Block 441, Lot 32, which is currently and would continue to be occupied by an 5-story residential building. The applicant is seeking a variance from the New York City Board of Standards and Appeals pursuant to Section 72-21 of the New York City Zoning Resolution (ZR) to waive applicable floor area, he· t, and setback r lations. Refer to Project Location

City Planning Commission: NO D CITY MAP AMENDMENT D ZONING CERTIFICATION D ZONING MAP AMENDMENT D ZONING AUTHORIZATION D ZONING TEXT AMENDMENT D ACQUISITION - REAL PROPERTY D SITE SELECTION-PUBLIC FACILITY D DISPOSITION- REAL PROPERTY D HOUSING PLAN & PROJECT D OTHER, explain :

UNIFORM LAND USE REVIEW PROCEDURE (ULURP) D CONCESSION D UDAAP D REVOCABLE CONSENT D FRANCHISE

D SPECIAL PERMIT (if appropriate, specify type: D modification; D renewal; D other); EXPIRATION DATE: SPECIFY AFFECTED SECTIONS OF THE ZONING RESOLUTION Board of Standards and Appeals: D VARIANCE (use)

VARIANCE (bulk) SPECIAL PERMIT (if appropriate, specify

NO

modification; other); EXPIRATION DATE:

EAS SHORT FORM PAGE la

SA. PROJECT DESCRIPTION The proposed project involves the development of a mixed-use residential and commercial building at 432 East 14th Street/435 East 13th Street (Block 441, Lot 23) in the East Village neighborhood of Manhattan, Community District 3 (the "project site"). The project would utilize approximately 3,970 square feet of air rights from Block 441, Lot 32, which is currently and would continue to be occupied by a 5-story residential building. The proposed project would contain 155 dwelling units (including 31 affordable units) and approximately 9,100 square feet of retail space on portions of the ground floor and cellar level. The applicant is seeking a bulk variance from the NYC Board of Standards and Appeals (the "BSA") pursuant to Section 72-21 of the New York City Zoning Resolution (ZR) to waive applicable floor area, height, and setback regulations (the "proposed action").

The project site is located midblock between East 13th and East 14th streets, between First Avenue and Avenue A. The site is largely vacant and was previously occupied with a one-story former post office building. The building is currently being demolished. With the requested variance, the applicant would construct a mixed-use residential building with frontage along East 13th and East 14th streets. The East 13th Street portion of the building would be eight stories in height, and the East 14th Street portion of the building would be 12 stories in height. The two residential components of the building would be connected at the cellar level. Approximately 9,100 sf of retail space would occupy the ground floor along East 14th Street as well as part of the cellar level. A common courtyard would occupy the rear of each building. The project site is within a C6-1A zoning district.

To facilitate the proposed project, the applicant is seeking a bulk variance pursuant to Zoning Resolution (ZR) Section 72-21 to waive the floor area requirements of ZR Section 23-145 and the height and setback requirements of ZR Section 35-24. The project site's Cl-6A zoning district (R7A equivalent) has an FAR of 4.0, a maximum street wall height of 65' and maximum building height of 80'. The proposed project would be developed to an FAR of 5.06, and the East 14th Street portion of the building would rise to a height of 124' with no setback. The applicant is seeking the requested variance due to high groundwater and poor soil conditions at the site, which require atypical and costlier construction methods. The requested variance is a discretionary approval subject to City Environmental Quality Review (CEQR). The proposed project has a build year of 2018. Absent the proposed action, no development is anticipated to occur on the project site.

SCREENING ANALYSES

All analyses were performed in accordance with the 2014 City Environmental Quality Review (CEQR) Technical Manual.

LAND USE, ZONING, AND PUBLIC POLICY

See Attachment A.

SOCIOECONOMIC CONDITIONS

The proposed project would result in 155 dwelling units and approximately 9,100 sf of retail space, which falls below the CEQR Technical Manual thresholds for a preliminary assessment of indirect displacement (200 dwelling units and 200,000 sf of commercial space, respectively). The project site is currently vacant, and the air rights parcel is occupied by a residential building. As the project site is vacant, the proposed project would not directly displace any residents or employees. In addition, the proposed project would not adversely affect a specific industry. Therefore, the proposed project would not result in significant adverse impacts associated with socioeconomic conditions and no further assessment is warranted.

COMMUNITY FACILTIES

The proposed project would not result in the displacement or physical alteration to any public or publicly-funded community facilities such as schools, libraries, hospitals, child care facilities, fire houses or police precinct houses; therefore, no direct effects to community facilities would occur with the proposed action. According to the CEQR Technical Manual, the minimum number of dwelling 4nits to trigger an assessment of indirect effects related to public schools in Manhattan is 310 units for elementary/intermediate schools and 2,492 units for high schools. The CEQR Technical Manual threshold for an assessment of publicly-funded day care is 170 units of housing affordable to households at or below 80 percent Area Median Income. The proposed project would result in 155 dwelling units, including 31 affordable units, which falls below CEQR thresholds for assessments of indirect effects associated with

EAS SHORT FORM PAGE lb

public schools and publicly-funded child care. The proposed project would not result in 901 or more dwelling units, which is the number of units which triggers a detailed analysis of libraries in Manhattan. Lastly, the proposed action would not introduce a sizeable new neighborhood; therefore, an assessment of police and fire protection services and emergency health care facilities is not warranted . No significant adverse impacts associated with community facilities would occur.

OPEN SPACE

See Attachment B.

SHADOWS

See Attachment C.

HISTORIC AND CULTURAL RESOURCES

See Attachment D.

URBAN DESIGN AND VISUAL RESOURCES

See Attachment E.

NATURAL RESOURCES

The former post office had a building footprint which covered most of the project site except for a paved parking area that covers approximately 1,060 sf of the site. The project site is devoid of natural resources as defined in the CEQR Technical Manual. There are no water or wetland resources; nor are any upland resources which would be affected by the proposed project. Therefore, the proposed project would not result in significant adverse impacts related to natural resources and no further assessment is warranted.

HAZARDOUS MATERIALS

See Attachment F.

WATER AND SEWER INFRASTRUCTURE

The proposed project would not result in an exceptionally large demand for water (e.g. , those that are projected to use more than one million gallons per day such as power plants, very large cooling systems, or large developments); nor would it be located in an area that experiences low water pressure (e.g. areas at the end of the water supply distribution system such as the Rockaway Peninsula and Coney Island). Therefore, the proposed project would not result in significant adverse impacts to water infrastructure and further assessment is not warranted. The project site is located in a combined sewer area and the development expected as a result of the proposed action would fall below 1,000 residential units or 250,000 sq. ft . of commercial, public facility, and institution and/or community facility space, which is the CEQR threshold for analysis for a projects in Manhattan; therefore, significant adverse impacts associated with the city's wastewater and stormwater conveyance and treatment infrastructure would not occur, and further assessment is not warranted.

SOLID WASTE AND SANITATION SERVICES

A solid waste assessment determines whether a project has the potential to cause a substantial increase in solid waste production that may overburden available waste management capacity or otherwise be inconsistent with the New York City Solid Waste Management Plan or with state policy related to the City's integrated solid waste management system. The city ' s solid waste system includes waste minimization at the point of generation, collection, treatment, recycling, composting, transfer, processing, energy recovery, and disposal. The New York City Department of Sanitation collects solid waste generated by residences and community facilities. Commercial and industrial establishments in the city contract with private carters for collection and processing and/or disposal of various kinds of solid waste. According to the CEQR Technical Manual, projects which have the potential to generate 100,000 pounds (or 50 tons) per week or more may require fut1her analysis. As indicated in Part II: Technical Analysis, item 11 of the CEQR Short Form, the proposed project ' s projected operational solid waste generation is estimated to be approximately 8,488 pounds per week. Therefore, the proposed project is not expected to result in significant adverse impact to solid waste and sanitation services, and further assessment is not warranted.

EAS SHORT FORM PAGE lc

ENERGY

According to the CEQR Technical Manual, significant adverse energy impacts are not anticipated for the great majority of projects analyzed under CEQR. The incremental demand caused by most projects results in incremental supply, and consequently, an individual project's energy consumption often would not create a significant impact on energy supply. Consequently, a detailed assessment of energy impacts would be limited to projects that may significantly affect the transmission or generation of energy. However, it is recommended that the projected amount of energy consumption during long-term operation be disclosed in the environmental assessment. As indicated in Part II: Technical Analysis, item 12 of the CEQR Short Form, the proposed project's energy use is estimated to be 166,627,802 annual BTUs.

TRANSPORTATION

See Attachment G.

AIR QUALITY

See Attachment H.

NOISE

See Attachment I.

NEIGHBORHOOD CHARACTER

Under CEQR, a neighborhood character assessment considers how elements of the environment combine to create the context and feeling of a neighborhood and how a project may affect that context and feeling. In order to determine a project's effects on neighborhood character, the elements that contribute to a neighborhood's context and feeling are considered together. These elements include: land use, zoning, and public policy; socioeconomic conditions; open space; historic and cultural resources; urban design and visual resources; shadows; transportation; and noise. According to the CEQR Technical Manual, an assessment of neighborhood character is generally needed when a proposed project has the potential to result in significant adverse impacts in any of the technical areas presented above or when a project may have moderate effects on several of the elements that define a neighborhood's character. As indicated throughout this EAS, the proposed project would not result in significant adverse impacts in any of the elements that define neighborhood character; therefore, the proposed project would not result in significant adverse impacts on neighborhood character.

CONSTRUCTION

The construction activities associated with the development of the proposed project would be expected to result in conditions typical of construction sites in Manhattan. Construction of the proposed project would occur over a period of approximately 22 months. During this time, construction activities for the proposed project would normally take place Monday through Friday, although the delivery or installation of certain critical equipment could occur on weekend days . The permitted hours of construction are regulated by the New York City Department of Buildings (DOB) and apply to all areas of the City. In accordance with those regulations, work would begin at 7:00 AM on weekdays, although some workers would arrive and begin to prepare work areas between 6:00 AM and 7:00 AM. Weekend work may also be required. Appropriate permits from the Department of Buildings (DOB) would be obtained for any necessary work outside of normal construction hours (i.e. , weekend work), and no work outside of normal construction hours could be performed until such permits are obtained.

Maintenance and Protection of Traffic (MPT) plans would be developed for any temporary curb-lane and sidewalk closures. Approval of these plans and implementation of the closures would be coordinated with the New York City Department of Transportation (DOT)' s Office of Construction Mitigation and Coordination (OCMC). In addition, all DOB safety requirements would be followed and construction of the proposed project would be conducted with care so as to minimize the disruption to the community.

Potential impacts on community noise levels during construction could result from the operation of construction equipment and from construction and delivery vehicles traveling to and from the project site. As discussed above, construction of the proposed project would be typical of construction in Manhattan and would occur over a period of approximately 22 months, which is considered short-term according to the CEQR Technical Manual. The construction of the proposed project would comply with applicable control measures for construction noise. Construction noise is

EAS SHORT FORM PAGE ld

regulated by the New York City Noise Control Code and by the Environmental Protection Agency noise emission standards for construction equipment. These federal and local requirements mandate that certain classifications of construction equipment and motor vehicles meet specified noise emissions standards. Except under exceptional circumstances, construction activities must be limited to weekdays between the hours of 7:00 AM and 6:00 PM. Construction material must also be handled and transported in such a manner as to not create unnecessary noise. Therefore, based on the limited duration and typical intensity of construction activities associated with the proposed project and adherence to the New York City Noise Control Code to minimize noise disruption, no significant adverse noise impacts are expected to occur as a result of the construction.

As discussed above, construction of the proposed project would be typical of construction in Manhattan and would occur over a period of approximately 22 months, which is considered short-term according to the CEQR Technical Manual. Furthermore, the most intense construction activities in terms of air pollutant emissions-demolition, excavation, and foundation work, during which a number of large non-road diesel engines would be employed-would last for only a portion of this duration. During construction of the proposed project, all necessary measures would be implemented to ensure adherence to the New York City Air Pollution Control Code to minimize construction-related dust emissions. Therefore, based on the limited duration and typical intensity of construction activities associated with the proposed project and the adherence to the New York City Air Pollution Control to minimize dust emissions, no significant adverse noise impacts are expected to occur as a result of the construction.

Therefore, the development of the proposed project would not have significant adverse construction impacts.

EAS SHORT FORM PAGE 2

SPECIFY AFFECTED SECTIONS OF THE ZONING RESOLUTION Variance pursuant to ZR Section 72-21, to waive the floor area requirements of ZR Section 23-145 and height and setback requirements of ZR Section 35-24 Department of Environmental Protection: D YES IZI NO If "yes," specify:

Other City Approvals Subject to CEQR (check all that apply)

D LEGISLATION D FUNDING OF CONSTRUCTION, specify:

D RULEMAKING D POLICY OR PLAN, specify:

D CONSTRUCTION OF PUBLIC FACILITIES D FUNDING OF PROGRAMS, specify:

D 384(b)(4) APPROVAL D PERMITS, specify:

D OTHER, explain :

Other City Approvals Not Subject to CEQR (check all that apply)

D PERMITS FROM DOT'S OFFICE OF CONSTRUCTION MITIGATION AND D LANDMARKS PRESERVATION COMMISSION APPROVAL COORDINATION (OCMC) D OTHER, explain :

State or Federal Actions/ Approvals/Funding: !ZI YES D NO If "yes," specify: NYS Housing Finance Agency's 80/20 Housing Program 1. Site Description: The directly affected area consists of the project site and the area subject to any change in regulatory controls. Except where otherwise indicated, provide the following information with regard to the directly affected area. Graphics: The following graphics must be attached and each box must be checked off before the EAS is complete. Each map must clearly depict the boundaries of the directly affected area or areas and indicate a 400-foot radius drawn from the outer boundaries of the project site. Maps may not exceed 11 x 17 inches in size and, for paper filings, must be folded to 8.5 x 11 inches. IZI SITE LOCATION MAP IZI ZONING MAP IZI SANBORN OR OTHER LAND USE MAP IZI TAX MAP D FOR LARGE AREAS OR MULTIPLE SITES, A GIS SHAPE FILE THAT DEFINES THE PROJECT SITE(S) iZI PHOTOGRAPHS OF THE PROJECT SITE TAKEN WITHIN 6 MONTHS OF EAS SUBMISSION AND KEYED TO THE SITE LOCATION MAP

Physical Setting (both developed and undeveloped areas) Total directly affected area (sq . ft.): 23,540 sf Waterbody area (sq . ft) and type : Roads, buildings, and other paved surfaces (sq . ft.): 23,540 sf Other, describe (sq . ft.):

8. Physical Dimensions and Scale of Project (if the project affects multiple sites, provide the total development facilitated by the action) SIZE OF PROJECT TO BE DEVELOPED (gross square feet) : 166,177 gsf NUMBER OF BUILDINGS: 1 GROSS FLOOR AREA OF EACH BUILDING (sq . ft.): 166,177 gsf HEIGHT OF EACH BUILDING (ft.): 124' along E. 14th St. and 80' NUMBER OF STORIES OF EACH BUILDING : 12 stories along E. 14th St. along E. 13th St. and 8 stories along E. 13th St. Does the proposed project involve changes in zoning on one or more sites? D YES rg:j NO If "yes," specify: The total square feet owned or controlled by the applicant:

The tota l square feet not owned or controlled by the applicant: Does the proposed project involve in-ground excavation or subsurface disturbance, including, but not limited to foundation work, pilings, utility

lines, or grading? rg:j YES D NO If "yes," indicate the estimated area and volume dimensions of subsurface permanent and tempora ry disturbance (if known) : AREA OF TEMPORARY DISTURBANCE: TBD sq. ft. (width x length) VOLUME OF DISTURBANCE: 432,000 cubic ft . (width x length x

depth) AREA OF PERMANENT DISTURBANCE: TBD sq. ft . (width x length)

Description of Proposed Uses (please complete the following information as appropriate)

Residential Commercial Community Facility Indust rial/Manufacturing Size (in gross sq. ft.) 131,222 gsf 9,131 gsf NA NA Type (e .g., retail, office, 155 units retail NA NA school)

Does the proposed project increase the population of residents and/or on-site worke rs? !ZI YES D NO If "yes," please specify: NUMBER OF ADDITIONAL RESIDENTS : 344 NUMBER OF ADDITIONAL WORKERS: 33 Provide a brief explanation of how these numbers were determined : Sources : U. S. Census Bureau, 2010-2012 American Community Survey 3 Year Estimates Population Division- New York City Department of City Planning (Jan 2014); three employees per 1,000 sf of retail space and one employee per 25 dwelling units (East New York Rezoning DEIS)

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EAS SHORT FORM PAGE 3

Does the proposed project create new open space? D YES IZI NO If "yes," specify size of project-created open space: sq. ft. Has a No-Action scenario been defined for this project that differs from the existing condition? D YES IZI NO If "yes," see Cha12ter 2, "Establishing the Analysis Framework" and describe briefly:

9. Analysis Year CEQR Technical Manual Cha12ter 2

ANTICIPATED BUILD YEAR (date the project would be completed and operational): 2018 ANTICIPATED PERIOD OF CONSTRUCTION IN MONTHS: 22 months WOULD THE PROJECT BE IMPLEMENTED IN A SINGLE PHASE? IZI YES D NO I IF MULTIPLE PHASES, HOW MANY?

BRIEFLY DESCRIBE PHASES AND CONSTRUCTION SCHEDULE:

10. Predominant Land Use in the Vicinity of the Project (check all that apply) IZI RESIDENTIAL D MANUFACTURING IZI COMMERCIAL D PARK/FOREST/OPEN SPACE !ZI OTHER, specify: vacant

EAS SHORT FORM PAGE 4

Part II: TECHNICAL ANALYSIS INSTRUCTIONS: For each of the ana lysis categories listed in this section, assess t he proposed project's impacts based on the t hresholds and criteria presented in the CEQR Technical Manual. Check each box that applies.

• If the proposed project can be demonstrated not to meet or exceed t he t hreshold, check the "no" box .

• If t he proposed project will meet or exceed the t hreshold, or if t his cannot be determined, check the "yes" box .

• For each "yes" response, provide additional analyses (and, if needed, attach supporting information) based on guidance in the CEQR Technical Manual to determine whet her t he potential for significant impacts exists. Please note t hat a ''yes" answer does not mean that an EIS must be prepared-it means t hat more informat ion may be required for the lead agency to make a determination of significance.

• The lead agency, upon reviewing Part II, may require an applicant to provide additional information to support the Short EAS Form. For example, if a question is answered "no," an agency may request a short explanat ion for this response.

YES NO 1. LAND USE, ZONING, AND PUBLIC POLICY: CEQR Technical Manual Chagter 4

(a) Would the proposed project result in a change in land use different from surrounding land uses? D (b) Wou ld the proposed project result in a change in zoning different from surrounding zoning? D (c) Is there the potential to affect an applicable public policy? [8J D (d) If "yes," to (a), (b), and/or (c), complete a preliminary assessment and attach. See Attachment A. (e) Is the project a large, publicly sponsored project? D

o If "yes," complete a Pia NYC assessment and attach.

(f) Is any part of the directly affected area within the City's Waterfront Revitalization Program boundaries? D o If "yes," complete the Consistency Assessment Form.

2. SOCIOECONOMIC CONDITIONS: CEQR Technical Manual Chagter 5 (a) Would the proposed project:

o Generate a net increase of 200 or more residential units? D o Generate a net increase of 200,000 or more square feet of commercial space? D o Directly displace more than 500 residents? D o Directly displace more than 100 employees? D o Affect conditions in a specific industry? D

3. COMMUNITY FACILITIES: CEQR Technical Manual Chagter 6

(a) Direct Effects o Would the project directly eliminate, displace, or alter public or publicly funded community facilities such as educational D facilities, libraries, hospitals and other health care facilities, day care centers, police stations, or fire stations?

(b) Indirect Effects o Child Care Centers: Would the project result in 20 or more eligible children under age 6, based on the number of low or D low/moderate income residential units? (See Table 6-1 in Chagter 6} o Libraries: Would the project result in a 5 percent or more increase in the ratio of residential units to library branches? D (See Table 6-1 in Chagter 6) o Public Schools: Would the project result in 50 or more elementary or middle school students, or 150 or more high school D students based on number of res idential units? (See Table 6-1 in Chagter 6) o Health Care Facilities and Fire/Police Protection: Would the project result in the introduction of a sizeable new D neighborhood?

4. OPEN SPACE: CEQR Technical Manual Chagter 7

(a) Would the proposed project change or eliminate existing open space? D (b) Is the project located within an under-served area in the Bronx. Brooklyn, Manhattan, Queens, or Staten Island? D

o If "yes," would the proposed project generate more than 50 additional residents or 125 additional employees? D D (c) Is the project located within a well -served area in the Bronx, Brooklyn, Manhattan, Queens, or Staten Island? D

o If "yes," would the proposed project generate more than 350 additional residents or 750 additional employees? D D (d) If the project in located an area that is neither under-served nor well-served, would it generate more than 200 additional D residents or 500 additional employees?

EAS SHORT FORM PAGE 5

YES NO 5. SHADOWS: CEQ.R Technical Manual Cha[:1ter 8

(a) Would the proposed project result in a net height increase of any structure of 50 feet or more? D (b) Would the proposed project result in any increase in structure height and be located adjacent to or across the street from a D sunlight-sensitive resource?

6. HISTORIC AND CULTURAL RESOURCES: CEQ.R Technical Manual ChaQter 9 (a) Does the proposed project site or an adjacent site contain any architectural and/or archaeological resource that is eligible

for or has been designated (or is calendared for consideration) as a New York City Landmark, Interior Landmark or Scenic D Landmark; that is listed or eligible for listing on the New York State or National Register of Historic Places; or that is within a

designated or eligible New York City, New York State or National Register Historic District? (See the GIS System for Archaeology and National Register to confirm)

(b) Would the proposed project involve construction resulting in in-ground disturbance to an area not previously excavated? D D (c) If "yes" to either of the above, list any identified architectural and/or archaeological resources and attach supporting information on

whether the proposed project would potentially affect any architectural or archeological resources. 7. URBAN DESIGN AND VISUAL RESOURCES: CEQ.R Technical Manual Cha[:1ter 10

(a) Would the proposed project introduce a new building, a new building height, or result in any substantial physical alteration D to the streetscape or public space in the vicinity of the proposed project that is not currently allowed by existing zoning? (b) Would the proposed project result in obstruction of publicly accessible views to visual resources not currently allowed by D existing zoning?

8. NATURAL RESOURCES: CEQ.R Technical Manual Cha[:1ter 11 (a} Does the proposed project site or a site adjacent to the project contain natural resources as defined in Section 100 of D Cha[:1ter 117

o If "yes," list the resources and attach supporting information on whether the proposed project would affect any of these resources.

{b) Is any part of the directly affected area within the Jamaica Bay Watershed? D o If "yes," complete the Jamaica Bay Watershed Form, and submit according to its instructions.

9. HAZARDOUS MATERIALS: CEQR Technical Manual Cha[:1ter 12 (a) Would the proposed project allow commercial or residential uses in an area that is currently, or was historically, a D manufacturing area that involved hazardous materials? (b) Does the proposed project site have existing institutional controls (e.g., (E) designation or Restrictive Declaration) relating to D hazardous materials that preclude the potential for significant adverse impacts? (c) Would the project require soil disturbance in a manufacturing area or any development on or near a manufacturing area or D existing/historic facilities listed in A[:1[:1endix 1 (including nonconforming uses)? (d) Would the project result in the development of a site where there is reason to suspect the presence of hazardous materials, D contamination, illegal dumping or fill, or fill material of unknown origin? (e) Would the project result in development on or near a site that has or had underground and/or aboveground storage tanks D (e.g., gas stations, oil storage facilities, heating oil storage)? (f) Would the project result in renovation of interior existing space on a site with the potential for compromised air quality; D vapor intrusion from either on-site or off-site sources; or the presence of asbestos, PCBs, mercury or lead-based paint? (g) Would the project result in development on or near a site with potential hazardous materials issues such as government-

D listed voluntary cleanup/brownfield site, current or former power generation/transmission facilities, coal gasification or gas storage sites, railroad tracks or rights-of-way, or municipal incinerators?

(h) Has a Phase I Environmental Site Assessment been performed for the site? D 0 If "yes," were Recognized Environmental Conditions (RECs) identified? Briefly identify: See Attachment F D

10. WATER AND SEWER INFRASTRUCTURE: CEQ.R Technical Manual ChaQter 13

(a) Would the project result in water demand of more than one million gallons per day? D (b) If the proposed project located in a combined sewer area, would it result in at least 1,000 residential units or 250,000

D square feet or more of commercial space in Manhattan, or at least 400 residential units or 150,000 square feet or more of commercial space in the Bronx, Brooklyn, Staten Island, or Queens?

(c) If the proposed project located in a separately sewered area, would it result in the same or greater development than the D D amounts listed in Table 13-1 in ChaQter 137 (d) Would the proposed project involve development on a site that is 5 acres or larger where the amount of impervious surface D would increase? (e) If the project is located within the Jamaica Bay Watershed or in certain S[:1ecific drainage areas, including Bronx River, Coney

Island Creek, Flushing Bay and Creek, Gowan us Canal, Hutchinson River, Newtown Creek, or Westchester Creek, would it D D involve development on a site that is 1 acre or larger where the amount of impervious surface would increase?

EAS SHORT FORM PAGE 6

YES NO (f) Would the proposed project be located in an area that is partially sewered or currently unsewered? D [Z1 (g) Is the project proposing an industrial facility or activity that would contribute industrial discharges to a Wastewater D [Z1

Treatment Plant and/or generate contaminated stormwater in a separate storm sewer system? (h) Would the project involve construction of a new stormwater outfall that requires federal and/or state permits? D [Z1

11. SOLID WASTE AND SANITATION SERVICES: CEQ.R Technical Manual Chagter 14 (a) Using Table 14-1 in Chagter 14, the project's projected operational solid waste generation is estimated to be (pounds per week): 8,488

o Would the proposed project have the potential to generate 100,000 pounds (50 tons) or more of solid waste per week? D [Z1 (b) Would the proposed project involve a reduction in capacity at a solid waste management facility used for refuse or D [Z1

recyclables generated within the City? 12. ENERGY: CEQ.R Technical Manual Chagter 15

(a) Using energy modeling or Table 1S-1 in Chagter 1S, the project's projected energy use is estimated to be (annual BTUs) : 166,627,802 (b) Would the proposed project affect the transmission or generation of energy? D [Z1

13. TRANSPORTATION: CEQ.R Technical Manual Chagter 16

(a) Would the proposed project exceed any threshold identified in Table 16-1 in Chagter 16? 0 (b) If "yes," conduct the screening analyses, attach appropriate back up data as needed for each stage and answer the following questions:

o Would the proposed project result in SO or more Passenger Car Equivalents (PCEs) per project peak hour? D [Z1 If "yes," would the proposed project result in SO or more vehicle trips per project peak hour at any given intersection?

D 0 ** It should be noted that the lead agency may require further analysis of intersections of concern even when a project generates fewer than 50 vehicles in the peak hour. See Subsection 313 of Chaeter 16 for more information.

o Would the proposed project result in more than 200 subway/rail or bus trips per project peak hour? D [Z1 If "yes," would the proposed project result, per project peak hour, in SO or more bus trips on a single line (in one D 0 direction) or 200 subway trips per station or line?

o Would the proposed project result in more than 200 pedestrian trips per project peak hour? D [Z1 If "yes," would the proposed project result in more than 200 pedestrian trips per project peak hour to any given D 0 pedestrian or transit element, crosswalk, subway stair, or bus stop?

14. AIR QUALITY: CEQ.R Technical Manual Chagter 17

(a) Mobile Sources: Would the proposed project result in the conditions outlined in Section 210 in Cha(;!ter 17? D [Z1 (b) Stationary Sources: Would the proposed project result in the conditions outlined in Section 220 in Cha(;!ter 17? 0

o If "yes," would the proposed project exceed the thresholds in Figure 17-3, Stationary Source Screen Graph in Cha(;!ter 17? D [Z1 (Attach graph as needed) See page Sa

(c) Does the proposed project involve multiple buildings on the project site? D [Z1 (d) Does the proposed project require federal approvals, support, licensing, or permits subject to conformity requirements? D [Z1 (e) Does the proposed project site have existing institutional controls (e.g. , (E) designation or Restrictive Declaration) relating to D [Z1

air quality that preclude the potential for significant adverse impacts? 15. GREENHOUSE GAS EMISSIONS: CEQ.R Technical Manual Cha(;!ter 18

(a) Is the proposed project a city capital project or a power generation plant? D [Z1 (b) Would the proposed project fundamentally change the City's solid waste management system? D [Z1 (c) If "yes" to any of the above, would the project require a GHG emissions assessment based on the guidance in Cha(;!ter 18? D [Z1

16. NOISE: CEQ.R Technical Manual Cha(;!ter 19

(a) Would the proposed project generate or reroute vehicular traffic? [Z1 0 (b) Would the proposed project introduce new or additional receptors (see Section 124 in Cha(;!t er 19) near heavily trafficked

roadways, within one horizontal mile of an existing or proposed flight path, or within 1,SOO feet of an existing or proposed [Z1 0 rail line with a direct line of site to that rail line?

(c) Would the proposed project cause a stationary noise source to operate within 1,500 feet of a receptor with a direct line of D [Z1 sight to that receptor or introduce receptors into an area with high ambient stationary noise?

(d) Does the proposed project site have existing institutional controls (e .g., (E) designation or Restrictive Declaration) relating t o D [Z1 noise that preclude the potential for significant adverse impacts?

17. PUBLIC HEALTH: CEQ.R Technical Manual Cha(;!ter 20

(a) Based upon the analyses conducted, do any of the following technical areas require a detailed analysis : Air Quality; D

EAS SHORT FORM PAGE 7

YES NO Hazardous Materials; Noise?

(b) If "yes," explain why an assessment of public health is or is not warranted based on the guidance in Chapter 20, "Public Health." Attach a preliminary analysis, if necessary. The proposed project would not result in any unmitigated impacts associated with hazardous materials, noise, or air ·therefore a blic health assessment is not warranted.

(a) Based upon the analyses conducted, do any of the following technical areas require a detailed analysis : Land Use, Zoning, and Public Policy; Socioeconomic Conditions; Open Space; Historic and Cultural Resources; Urban Design and Visual

dows; Troln<o>nrt;otinn D

If "yes," explain why an assessment of neighborhood character is or is not warranted .based on the guidance in Chapter 21, "Neighborhood Character." Attach a preliminary analysis, if necessary. As discussed in the EAS, the proposed project would not result in

ificant adverse impacts ina of the technical areas referenced above in item 1 19. CONSTRUO"ION:

(a)

o Closing, narrowing, or nmPrv"o<P

routes, sidewalks, c o Construction of multiple buildings where there is a potential for on-site receptors on buildings completed before the final

build-out? o The operation of

that there is the potential for several

(b) If any boxes are checked "yes," explain why a preliminary construction assessment is or is not warranted based on the guidance in Chapter 22, "Construction." It should be noted that the nature and extent of any commitment to use the Best Available Technology for construction equipment or Best Management Practices for construction activities should be considered when making this determination.

Construction activities would not occur for longer than two years and construction effects would be typical of projects located in New York

I swear or affirm under oath and subject to the penalties for perjury that the information provided in this Environmental Assessment Statement (EAS) is true and accurate to the best of my knowledge and belief, based upon my personal knowledge and familiarity with the information described herein and after examination of the pertinent books and records and/or after inquiry of persons who have personal knowledge of such information or who have examined pertinent books and records.

SIGNATURE

EAS SHORT FORM PAGE 8

Part Ill: DETERMINATION OF SIGNIFICANCE (To Be Completed by Lead Agency) INSTRUCTIONS: In completing Part Ill, the lead agency should consult 6 NYCRR 617.7 and 43 RCNY § 6-06 (Executive Order 91 or 1977, as amended), which contain the State and City criteria for determining significance.

1. For each of the impact categories listed below, consider whether the project may have a significant Potentially adverse effect on the environment, taking into account its (a) location; (b) probability of occurring; (c) Significant duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. Adverse Impact

IMPACT CATEGORY YES NO Land Use, Zoning, and Public Policy 0 0 Socioeconomic Conditions 0 0 Community Facilities and Services 0 0 Open Space 0 0 Shadows 0 0 Historic and Cultural Resources 0 0 Urban Design/Visual Resources 0 0 Natural Resources 0 0 Hazardous Materials 0 0 Water and Sewer Infrastructure 0 0 Solid Waste and Sanitation Services D 0 Energy 0 0 Transportation 0 0 Air Quality 0 0 Greenhouse Gas Emissions 0 0 Noise 0 0 Public Health 0 0 Neighborhood Character 0 0 Construction 0 0 2. Are there any aspects of the project relevant to the determination of whether the project may have a

significant impact on the environment, such as combined or cumulative impacts, that were not fully 0 0 covered by other responses and supporting materials?

If there are such impacts, attach an explanation stating whether, as a result of them, the project may have a significant impact on the environment.

3. Check determination to be issued by the lead agency:

0 Positive Declaration: If the lead agency has determined that the project may have a significant impact on the environment, and if a Conditional Negative Declaration is not appropriate, then the lead agency issues a Positive Declaration and prepares a draft Scope of Work for the Environmental Impact Statement (EIS).

0 Conditional Negative Declaration: A Conditional Negative Declaration (CND) may be appropriate if there is a private applicant for an Unlisted action AND when conditions imposed by the lead agency will modify the proposed project so that no significant adverse environmental impacts would result. The CND is prepared as a separate document and is subject to the requirements of 6 NYCRR Part 617.

0 Negative Declaration: If the lead agency has determined that the project would not result in potentially significant adverse environmental impacts, then the lead agency issues a Negative Declaration. The Negative Declaration may be prepared as a separate document (see temQiate) or using the embedded Negative Declaration on the next page.

4. LEAD AGENCY'S CERT/FICA TION TITLE LEAD AGENCY

NAME DATE

SIGNATURE

EAS SHORT FORM PAGE 9

NEGATIVE DECLARATION (Use of this form is optional) Statement of No Significant Effect

Pursuant to Executive Order 91 of 1977, as amended, and the Rules of Procedure for City Environmental Quality Review, found at Title 62, Chapter 5 of the Rules of the City of New York and 6 NYCRR, Part 617, State Environmental Quality Review, assumed the role of lead agency for the environmental review of the proposed project. Based on a review of information about the project contained in this environmental assessment statement and any attachments hereto, which are incorporated by reference herein, the lead agency has determined that the proposed project would not have a significant adverse impact on the environment.

Reasons this Determination The above determination is based on information contained in this EAS, which finds that the proposed project:

No other significant effects upon the environment that would require the preparation of a Draft Environmental Impact Statement are foreseeable. This Negative Declaration has been prepared in accordance with Article 8 of the New York State Environmental Conservation Law {SEQRA). TITLE LEAD AGENCY

NAME DATE

SIGNATURE

Attachment A: Land Use, Zoning, and Public Policy

A. INTRODUCTION Under the 2014 City Environmental Quality Review (CEQR) Technical Manual guidelines, a land use analysis evaluated the uses and development trends in the area that may be affected by a project, and determines whether that project is compatible those conditions or may affect them. The analysis also considers the project's compliance with, and effect on, the area's zoning and other applicable public policies. The proposed project involves the development of a mixed-use residential and commercial building at 432 East 14th Street/435 East 13th Street (Block 441, Lot23) in the East Village neighborhood of Manhattan, Community District 3 (the "project site"). The project would utilize approximately 3,970 square feet of air rights from Block 441, Lot 32, which is currently and would continue to be occupied by a 5-story residential building. The ·proposed project would contain 155 dwelling units (including 31 affordable units) and approximately 9,100 square feet of retail space on portions of the ground floor and cellar level. The applicant is seeking a bulk variance from the New York City Board of Standards and Appeals (BSA) pursuant to Section 72-21 of the New York City Zoning Resolution (ZR) to waive applicable floor area, height, and setback regulations. This attachment considers existing land use, zoning, and public policy, and compares conditions in the future without the proposed project to those that would occur in the future with the proposed project. As described below, the assessment concludes that the proposed project would be compatible with existing uses in the surrounding area, and would not result in any significant adverse impacts to land use, zoning, or public policy.

B. METHODOLOGY According to the CEQR Technical Manual, a preliminary land use assessment, which includes a basic description of existing and future land uses and public policy, should be provided for all projects that would affect land use or public policy on a site, regardless of the project' s anticipated effects. Accordingly, a preliminary analysis has been prepared that describes existing and anticipated future conditions for the 2018 analysis year for the project site, assesses the nature of any changes on these conditions that would be created by the proposed project, and identifies those changes, if any, that could be significant or adverse. The study area for this analysis of land use, zoning, and public policy encompass the area within 400 feet of the project site, which generally extends north into Stuyvesant Town, east between Avenues A and B, south to East 12th Street, and west to First Avenue (see Figure A-1). Sources for this analysis include the New York City Department of City Planning (DCP) and the New York City Department of Buildings (DOB).

Draft A-1 May2, 2016

432 East 14th Street

C. EXISTING CONDITIONS LAND USE

PROJECT SITE

As shown in Figure A-1, the project site is Block 441 , Lot 23, a through-block lot located in the middle of the block bounded by East 13th and East 14th Streets, First A venue, and Avenue A. The site is vacant; it was previously occupied with a one-story former post office building, which was recently demolished. The air rights parcel for the project, 219 A venue A (Block 441, Lot 32) is occupied by a five-story brick residential building with ground-floor retail. STUDY AREA

As shown on Figure A-2, the study area consists primarily of multi-family residential buildings, some containing ground floor retail space. Residential buildings in the study area range between four and seven stories in height, with the exception of buildings comprising Stuyvesant Town, which is located north of the project site across East 14th Street. The extensive Stuyvesant Town complex is on a superblock extendingbetween East 14th and 20th Streets and Avenues A and C. It was created as a towers-in-the-park development, and its residential buildings rise to 13 stories (approximately 133 feet). These buildings contain ground floor retail space along East 14th Street. In addition, just outside the 400-foot study area is a 17-story residential building at 333 East 14th Street, with setbacks above the 15th floor.

Community facilities in the study area include the Church of the Immaculate Conception on the - ·south· side·-of-East--14th Street, -and the -Immaculate ·Conception School, a "private - school

associated with the church located on the north side of East 13th Street. The Girls Prep Lower East Side Middle School, a charter school, and the East Side Community High School, a public school, jointly operate in the former P.S. 60 building, a through-block structure in the middle of the block bounded by East 11th and 12th Streets, First A venue, and A venue A. Directly adjacent to this school is the most notable open space within the study area: Open Road Park, also referred to as the Lower East Side Playground. A portion of this open space is in use as a community garden; there is also one other community garden in the study area, Dias y Flores Community Garden, at 520-522 East 13th Street. A residential development is under construction at the northeast corner of East lith Street and Avenue A, east of the school (see "Future Without the Proposed Action," below). Commercial uses within the study generally consist of neighborhood retail stores, including small delis and discount stores, located on the ground floor of residential buildings, as well as restaurants along First A venue, Avenue A, East 13th Street, and East 14th Street. ZONING

PROJECT SITE

As shown in Figure A-3 and Table A-1, the project site is located within a C1-6A zoning district (R 7 A equivalent district), which is a commercial district that is predominately residential in character. The Cl-6A district allows commercial uses developed to an FAR of 2.0. Residential developments in C6-1A districts have a maximum FAR of 4.0, a maximum base height of 65 feet, and a maximum building height of 80 feet. STUDY AREA

The majority of the project block is within the Cl-6A district, which extends east across Avenue A. The portion of the project block facing First Avenue and the west side of First Avenue

A-2

c::J Project Site I: : 1 Study Area ( 400-Foot Boundary)

432 EAST 14TH STREET

O C :=:=:=r::=:=:=:3200 FEET

Project Location Map Figure A-1

c:::J Project Site -; _-_- Study Area ( 400-foot boundary)

0 No Build Project

Commercial and Office Buildings - Industrial and Manufacturing c=l Open Space and Outdoor Recreation

432 EAST 14TH STREET

---------- ... _ ,,

c:::::=J Public Facilities and Institutions c=J Residential

Residential with Commercial Below c:::=J Vacant Land c:=J Under Construction

.. .. .. .. ... ... ... ... ... ... ... ... ' ' ' ' ' '

\

' ' \

N

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\ \

\

' ' '

0 200 FEET c===::r:====:J

Existing Land Use Figure A-2

------.,. ..... -- ............... ....

.... .... .... .... ....

.:::::::::J Zoning Districts

432 EAST 14TH STREET

.... .... .... .... ....

R7-2

.... ....

.... ....

R8B

' ' ' '

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----- ,

t:.Y ' '\ \ \ \

\ \ \ \ \

Zoning Figure A-3

Attachment A: Land Use, Zoning and Public Policy

between East 13th and 15th Streets is mapped with a C 1-7 A district. Similar to the C 1-6A zoning district, the C 1-7 A commercial district is predominantly residential in character and is mapped along major thoroughfares in medium and higher density areas of the city. The Cl-7A district allows commercial uses developed to an FAR of 2.0, and a maximum FAR of 6.02 for residential developments, with an optional Inclusionary Housing Program bonus.

The First A venue and A venue A blockfronts within the study area south of East 13th Street are mapped with an R7A district, which generally has the same bulk requirements as the Cl-6A district. The Quality Housing regulations, which are mandatory in R7A districts, set height limits and allow high lot coverage buildings that are set near or at the street line. The regulations also include amenities related to the planting of trees, landscaping and recreation space. South of 13th Street, First Avenue has a Cl-5 commercial overlay and Avenue A has a C2-5 overlay. Both overlays allow retail use to an FAR of 2.0; however, the C2-5 commercial overlay allows a somewhat wider range of retail uses. Buildings are required to be built at or near the street line with a maximum base height of 65 feet and a maximum building height of 80 feet.

Midblock portions of the study area south of East 13th Street are mapped with an R8B zoning district. Like the R 7 A district, the Quality Housing regulations are mandatory in R8B districts. R8B districts allow residential development of an FAR of 4.0, have a maximum building height of75 feet and maximum base height of60 feet. An R7-2 zoning district is mapped north of East 14th Street and east of First Avenue. The R7-2 district allows residential and community facility uses and has a maximum FAR 3.44. Maximum building height is determined by the sky exposure plane; however, as an alternative, developers may choose build in accordance with the Quality Housing regulations, which are optional in R7-2 districts. There is a C1-5 overlay within this district on the north side of East 14th Street, between First Avenue and Avenue A. PUBLIC POLICY

HOUSING NEW YORK: A FIVE-BOROUGH, TEN-YEAR PLAN

On May 5, 2014, the de Blasia administration released Housing New York: A Five-Borough, Ten-Year Housing Plan ("Housing New Yorlr'), which plans to build or preserve 200,000 affordable residential units. To achieve this goal, the plan aims to double the Department of Housing Preservation and Development's (HPD) capital budget, target vacant and underused land for new development, protect tenants in rent-regulated apartments, streamline rules and processes to unlock new development opportunities, contain costs, and accelerate affordable construction. The plan details the key policies and programs for implementation, including developing affordable housing on underused public and private sites. FRESH PROGRAM

The project site and study area are located within the Food Retail Expansion to Support Health (FRESH) tax incentive area. This special zoning designation provides financial incentives to promote the establishment and retention of neighborhood grocery stores in underserved communities throughout the five boroughs. The FRESH program is open to grocery store operators renovating existing retail space or developers seeking to construct or renovate retail space that will be leased by a full-line grocery store operator. Tax incentives are discretionary and assessed on a per-case basis.

D. THE FUTURE WITHOUT THE PROPOSED PROJECT It is assumed that in the future without the proposed project, the project site will remain vacant. No development would occur. Within the 400-foot study area, there are four developments that

A-3

432 East 14th Street

are expected to be constructed by the 2018 analysis year (see Figure A-2). As noted above, the site at 438 East 12th Street directly east of the shared middle school/high school is currently under construction for a six-story, 82-unit residential development, anticipated to be completed and occupied in 2017 (No Build Site 1 on Figure A-2). At 222 Avenue A (504-530 East 14th Street), ground has been broken on a seven-story, 150-unit mixed-use building; expected to be completed in 2017 (No Build Site 2 on Figure A-2). Construction is also underway at 436 and 442 East 13th Street, which are both being developed with six-story, six unit buildings (No Build Sites 3 and 4 on Figure A-2). The proposed residential projects are in keeping with the existing land use of the neighborhood.

E. PROBABLE IMP ACTS OF THE PROPOSED PROJECT LAND USE

The proposed action would facilitate the redevelopment ofthe project site with a new, mixed-use residential and commercial building containing 155 dwelling units (including 31 affordable units) and approximately 9,100 square feet of retail space on portions of the ground floor and cellar level. The proposed building would have frontage along East 13th and East 14th Streets. The East 13th Street portion of the building would be eight stories in height, and the East 14th Street portion of the. building would be 12 stories in height. The two residential components of the building would be connected at the cellar level. The proposed retail space would occupy part of the cellar level and ground floor along East 14th Street.

The proposed project would be compatible with adjacent residential and retail uses and with land -- use within-the larger which rs pre-dominantly-ch-aracterized by residential; community

facility, and retail uses. Therefore, the proposed project would not result in significant adverse impacts to land use. ZONING

As discussed above, the applicant is seeking a bulk variance pursuant to ZR Section 72-21 to waive floor area requirements and height and setback requirements. The project site's C1-6A zoning district (R7A equivalent) has an FAR of 4.0, a maximum street wall height of 65' and maximum building height of 80'. The proposed project would be developed to an FAR of 5.06, a density greater than what is allowed under the C 1-6A district, and the East 14th Street portion of the building would rise to a height of 124' with no setback. Although the proposed project would be taller than most buildings to the south, the proposed building height along East 14th Street would be consistent with the maximum height of buildings located on the north side of East 14th Street in Stuyvesant Town, which are 13-stories in height (approximately 133 ' ). In addition, located just outside the 400-foot study area is a 17-story residential building at 333 East 14th Street with setbacks above the 15th floor. The built FAR of this structure is approximately 12, considerably greater than the density sought under the proposed action. For these reasons, the proposed project would be generally consistent with other nearby residential buildings in terms of height and bulk; therefore, the proposed project would not result in significant adverse impacts related to zoning. PUBLIC POLICY

As noted above, the proposed project would provide 31 units of affordable housing. The provision of affordable housing at the project site would advance the goals of Housing New York. The proposed project would be consistent with adopted public policies, and no significant adverse impacts would occur. *

A-4

Attachment B: Open Space

A. INTRODUCTION The proposed project would introduce new residents to the project site, creating new demands for open space in the area. Because the proposed project would add a new residential population, this chapter examines the potential impacts of the proposed project on open space resources in accordance with the 2014 CEQR Technical Manual. Specifically, the attachment examines the potential for the proposed project to have direct effects on nearby publicly accessible open spaces, such as eliminating or altering a public open space, as well as the potential for indirect effects created by changes in demand for and use of the area's open spaces. The analysis inventories the condition and use of open spaces within a radius of the project area and addresses potential impacts on open space facilities both quantitatively and qualitatively. As described below, this analysis concludes that the proposed project would not result in any significant impacts on open spaces in the study area.

B. PRELIMINARY ASSESSMENT According to the CEQR Technical Manual, a preliminary open space assessment involves calculating total population and open space acreage in a study area, and comparing the existing ratio of total acres of open space per 1,000 residents with the anticipated open space ratio in the future with the proposed project.

The study area for an analysis of potential residential impacts on open space includes all Census tracts that are located at least 50 percent within a radius of the project site. As shown on Figure B-1 and summarized in Table B-1, the study area for the proposed actions is composed of 12 Census tracts with a total population of 91,440.

Within the open space study area, there are 18 publicly accessible open space resources, as shown on Figure B-2 and summarized in Table B-2. These resources provide approximately 26.32 acres of open space. The open spaces listed in Table B-2 are owned and operated by the New York City Department of Parks and Recreation and community groups and associations. Consistent with CEQR Technical Manual guidance, community garden resources are only included in the quantitative assessment if the resource's hours of operation are clearly posted on site.

In addition to the resources included in the quantitative assessment, and consistent with the CEQR Technical Manual, there are several open space resources that have not been included, including community gardens with unposted hours, such as the 9th St Community Garden Park and De Colores Community Yard. In addition, the Dry Dock Playground and Pool Area were closed for construction and were therefore not included in the quantitative assessment. The open space resources that were not included in the quantitative assessment have a total acreage of3 .35 acres. These resources are expected to provide additional open space amenities to residents of the study area.

Draft B-1 May2, 2016

432 East 14th Street

Table B-1 0 •pen s •pace St d A UIY rea C T t ens us rae s

Census Tract Number Population 26.02 4,377

28 7,409 32 7,802 34 6,673 38 8,407 40 9,543 42 5,045 44 16,735 48 7,551 50 5,238 60 5,026

' 64 7,634 Total: 91,440 .

Note: See Figure B-1 for Census tract locations. Source: American Community Survey Five-Year Estimates,

2014, Table B01003.

Table B-2 0 •pen s •pace R esources

Map No. Name Size Acres Active Passive Condition I Utilization 1 Peter's Field 0.88 0.88 0.00 Good I High 2 Augustus St. Gaudens Playground 0.64 0.64 0.00 Good I High 3 Cooper Triangle 0.17 0.00 0.17 Good I Low 4 Dias Y Flores 0.1 2 0.00 0.12 Fair I Low 5 Abe Lebewohl Park 0.16 0.00 0.16 Good I Low 6 Murphy's Brothers Playground 1.27 1.14 0.13 Good I Low 7 Stuyvesant Square 3.93 0.00 3.93 Good I Moderate 8 Stuvvesant Cove Park 2.25 1.69 0.56 Good I Moderate 9 Green Oasis And Gilbert's Garden 0.41 0.00 0.41 Good I Low 10 Firemen's Memorial Garden 0.17 0.00 0.17 Good I Low 11 The Creative Little Garden 0.05 0.00 0.05 Good I Good 12 Earth People 0.11 0.00 0.11 Good I Low 13 Tompkins Square Park 10.50 5.25 5.25 Good I High 14 Joseph C Sauer Playground 0.40 0.20 0.20 Good I Low 15 El Sol Brillante Jr 0.06 0.00 0.06 Good I Low 16 Capt. Patrick J. Brown Walk 1.00 0.75 0.25 . Good I Low

Avenue B Community Garden 17 Association 0.03 0.00 0.03 Poor I Low

Open Road Park I Lower East Side 18 Playground 0.83 0.83 0.00 Good I High

Total: 26.32 11.38 11.60 N/A Note: · See Figure B-2 for open space locations. Source: New York City Department of Parks and Recreation; NYC DCP MapPLUTO v15.

Table B-3 compares the existing study area open space ratio with the corresponding ratio in the future with the proposed project. With the additional 333 residents introduced to the study area by the proposed project, the open space ratio would be reduced from 0.288 to 0.287 acres per I ,000 residents, a decrease of 0.348 percent.

B-2

Open Space Stud A Y rea 432 EAST 14TH STREET Figure B-1

C=:J Project Site 1: :1 Study Area (Half-mile boundary) 1.- _ -_ j Residential Study Area Boundary l:::iD Census Tracts

432 EAST 14TH STREET

' ' \ \

N

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\ \ \ \ \ \ \

0 800 FEET C:::====r:::=:::=:j

Open Space Resources Figure B-2

Ad equacy o rP hr o u IC •pen s •pace

Study Area Residents Open Space Open Space Acreage /1,000 Residents

Percent Change, Existing to With-Action Note: ·See Table B-1. 2

· See Table B-2 and Figure B-1.

Attachment B: Open Space

R Table B-3

. th St d A esources m e U IY rea Existing

Conditions With-Action Condition 91,440 91 ,773

26.3 . 26.3 0.288 0.287

-0.348

According to the CEQR Technical Manual, if a potential decrease in the open space ratio exceeds 5 percent, it is generally considered to be a substantial change warranting a detailed analysis. As the decrease in the open space ratio for the study area would not meet this threshold, a detailed open space assessment is not warranted, and the proposed actions would not result in any significant adverse impacts on open space. *

B-3

Attachment C: ·shadows

A. INTRODUCTION This attachment examines whether the proposed project at 432 East 14th Street/435 East 13th Street in Manhattan would result in a significant adverse shadow impact on any nearby sunlight-sensitive resources. According to the 2014 City Environmental Quality Review (CEQR) Technical Manual, sunlight-sensitive resources of concern include public open spaces, sunlight-dependent features of historic architectural resources, and natural resources that depend on sunlight.

As detailed below, the proposed project would create under an hour of new shadows on one sunlight-sensitive resource: the stained glass windows and open-air arcade of the Immaculate Conception Church. The detailed shadows analysis found that incremental shadows from the proposed project would not substantially reduce the public's enjoyment of the church's sunlight-sensitive features. Therefore, the proposed project would not have a significant adverse shadows impact on this resource.

B. DEFINITIONS AND METHODOLOGY This analysis has been prepared in accordance with CEQR procedures and follows the guidelines of the 2014 CEQR Technical Manual.

DEFINITIONS

Incremental shadow is the additional, or new, shadow that a structure resulting from a proposed project would cast on a sunlight-sensitive resource. ·

Sunlight-sensitive resources are those resources that depend on sunlight or for which direct sunlight is necessaty to maintain the resource' s usability or architectural integrity. Such resources generally include:

• Public open space such as parks, beaches, playgrounds, plazas, schoolyards (if open to the public during non-school hours), greenways, and landscaped medians with seating. Planted areas within unused portions of roadbeds that are part of the Green streets program are also considered sunlight-sensitive resources.

• Features of architectural resources that depend on sunlight for their enjoyment by the public. Only the sunlight-sensitive features need be considered, as opposed to the entire resource. Such sunlight-sensitive features might include: design elements that depend on the contrast between light and dark (e.g. , recessed balconies, arcades, deep window reveals); elaborate, highly carved ornamentation; stained glass windows; historic landscapes and scenic landmarks; and features for which the effect of direct sunlight is described as playing a significant role in the structure's importance as a historic landmark.

Draft C-1 May 2, 2016

432 East 14th Street

• Natural resources where the introduction of shadows could alter the resource's condition or microclimate. Such resources could include surface water bodies, wetlands, or designated resources such as coastal fish and wildlife habitats.

Non-sunlight-sensitive resources include, for the purposes of CEQR:

• City streets and sidewalks (exceptGreenstreets); • Private open space (e.g., front and back yards, stoops, vacant lots, and any private, non-

publicly-accessible open space); • Project-generated open space cannot experience a significant adverse shadow impact from

the project, according to CEQR, because without the project the open space would not exist.

A significant adverse shadow impact occurs when the incremental shadow added by a proposed project falls on a sunlight-sensitive resource and substantially reduces or completely eliminates direct sunlight, thereby significantly altering the public's use of the resource or threatening the viability of vegetation or other resources. Each case must be considered on its own merits based on the extent and duration of new shadow and an analysis of the resource's sensitivity to reduced sunlight.

METHODOLOGY Following the guidelines of the 2014 CEQR Technical Manual, a preliminary screening assessment is first conducted to ascertain whether a project's shadow could reach any sunlight-sensitive

_resources atany_Jime_ of year. The preliminary screening assessment consists of three tiers of analysis. The first tier determines a simple radius around the project site representing the longest shadow that could be cast. If there are sunlight-sensitive resources within this radius, the analysis proceeds to the second tier, which reduces the area that could be affected by project shadow by accounting for the fact that shadows can never be cast between a certain range of angles south of the project site due to the path of the sun through the sky at the latitude of New York City.

If the second tier of analysis does not eliminate the possibility of new shadows on sunlight-sensitive resources, a third tier of screening analysis further refines the area that could be reached by project shadow by looking at specific representative days in each season and determining the maximum extent of shadow over the course of each representative day.

If the third tier of analysis does not eliminate the possibility of new shadows on sunlight-sensitive resources, a detailed shadow analysis is required to determine the extent and duration of the incremental shadow resulting from the project. The detailed analysis provides the data needed to assess the shadow impacts. The yffects of the new shadows on the sunlight-sensitive resources are described, and their degree of significance is considered. The results of the analysis and assessment are documented with graphics, a table of incremental shadow durations, and narrative text.

C. PRELIMINARY SCREENING ASSESSMENT A base map was developed using Geographic Information Systems (GIS) 1 showing the location of the proposed project and the surrounding street layout (see Figure C-1). In coordination with the land use and historic and cultural resources assessments presented in other attachments to

1 Software: Esri ArcGIS 10.3; Data: New York City Department of Information Technology and Telecommunications (DoiTT) and other City agencies, and AKRF site visits.

C-2

c::J Development Site Tier 1: Longest shadow study area boundary

E2:2:2J Tier 2: Area south of site that could never be shaded by proposed building Publicly-Accessible Open Space Historic Resources with Sunlight-Sensitive Features

432 East 14th Street

0 400 FEET c=====::r::=:====:::=J

Tier 1 and Tier 2 Assessments Figure C-1

Attachment C: Shadows

this Environmental Assessment Statement (EAS), potential sunlight-sensitive resources were identified and shown on the map.

TIER 1 SCREENING ASSESSMENT

For the Tier 1 assessment, the longest shadow that the proposed project could cast is calculated, and, using this length as the radius, a perimeter is drawn around the project site. Anything outside this perimeter representing the longest possible shadow could never be affected by project-generated shadow, while anything inside the perimeter needs additional assessment.

According to the CEQR Technical Manual, the longest shadow that a structure can cast at the latitude ofNew York City occurs on December 21, the winter solstice, at the start ofthe analysis day at 8:51AM, and is equal to 4.3 times the height ofthe structure. At a maximum height of 141 feet above East 14th Street, ·including rooftop mechanical structures, the proposed project could cast a shadow up to 606 feet in length (141 x 4.3). Using this length as the radius, a perimeter was drawn around the project site (see Figure C-1). Two sunlight-sensitive resources are located within the longest shadow study area; the Lower East Side Playground, and Immaculate Conception Church (see description below). Therefore, a Tier 2 assessment is required.

TIER 2 SCREENING ASSESSMENT

Because of the path that the sun travels across the sky in the northern hemisphere, no shadow can be cast in a triangular area south of any given project site. In New York City, this area lies between -108 and + 1 08 degrees from true north. Figure C-1 illustrates this triangular area south of the project site. The complementing area to the north within the longest shadow study area represents the remaining area that could potentially experience new project-generated shadow. As illustrated in Figure C-1, the two open space resources identified in the Tier 1 screening remain within the area that could potentially experience new project-generated shadows. Therefore, a Tier 3 assessment is required to model project-generated shadows on specific representative days of the year.

TIER 3 SCREENIN:G ASSESSMENT

The direction and length of shadows vary throughout the course of the day and also differ depending on the season. Shadows move constantly but more quickly at the start and the end of the day than they do in the middle of the day. In order to determine whether project-generated shadow could fall on a sunlight-sensitive resource, three-dimensional computer mapping software is used in the Tier 3 assessment to calculate and display the incremental shadows from the proposed project on individual representative days of the year. A computer model was developed containing three-dimensional representations of the elements in the base map used in the preceding assessments, the topographic information of the study area, and the massing of the proposed project.

REPRESENTATIVE DAYS FOR ANALYSIS

Following the guidance of the CEQR Technical Manual, shadows on the summer solstice (June 21 ), winter solstice (December 21) and spring and fall equinoxes (March 21 and September 21, which are approximately the same in terms of shadow patterns) are modeled, to represent the range of shadows over the course of the year. An additional representative day during the

C-3

432 East 14th Street

growing season is also modeled, the day halfway between the summer solstice and the equinoxes, i.e., May 6 or August 6, which have approximately the same shadow patterns.

TIMEFRAME WINDOW OF ANALYSIS

The shadow assessment considers shadows occurring between one and a half hours after sunrise and one and a half hours before sunset. Within the 90 minutes after sunrise and the 90 minutes before sunset, the sun is low on the horizon, and its rays reach the vicinity of the project site at low angles, producing shadows that are very long, move fast, and generally blend with shadows from existing structures until the sun reaches the horizon and sets. Consequently, shadows occurring in these two 90-minute periods are not considered significant under CEQR, and their assessment is not required.

TIER 3 SCREENING ASSESSMENT RESULTS

Figure C-2 illustrates. the range of shadows that would occur, in the absence of intervening buildings, from the proposed development on the four representative days of analysis. The extent of shadow is shown between the start of the analysis day (one and a half hours after sunrise) to the end ofthe analysis day (one and a half hours before sunset).

Because the portion of the proposed building fronting on East 14th Street would be approximately 50 feet taller than the portion of the building fronting on East 13th Street, the Tier 3 Assessment shadows stretch further to the north then to south from the project site. Due to the massing of the proposed building, the Tier 3 Assessment found that new shadow could never reach the Lower East Side Playground. However, the Tier 3 Assessment also identified that without intervening structures, project-generated shadow could fall on the Immaculate Conception Church on the March 21/September 21 and December 21 analysis days. Therefore, a detailed analysis is necessary to provide additional information on the potential extent and duration of incremental shadow on the sunlight -sensitive features of the church.

D. DETAILED ANALYSIS The purpose of the detailed analysis is to determine the extent and duration of incremental shadows that fall on sunlight-sensitive resources as a result of the project and to assess their potential effects. To complete the assessment, a baseline or future No Action condition is established by appending three-dimensional representations of the existing buildings and planned future developments within the vicinity of the project site to the three-dimensional model used in the Tier 3 assessment. The future condition with the proposed project (With Action) and its shadows can then be compared to the baseline condition to determine the incremental shadows that would result with the proposed project.

The No Action scenario assumes the project site would remain vacant. Figure C-3 illustrates the computer models used in the detailed analysis of the future no action scenario and the future with the proposed development.

ANALYSIS RESULTS

The analysis found that the sunlight-sensitive features of the Immaculate Conception Church would experience 31 minutes of new shadow at the beginning of the March 21/September 21 analysis day. Table C-1 shows the entry and exit times and total duration of project-generated incremental shadow on the affected resource.

C-4

c:::J Development Site Publicly-Accessible Open Space Historic Resources with Sunlight-Sensitive Features

Shadow Path without Exisiting Structures C::·:J March 21/September 21 :.:·::.: May 6/August 6 1==1 June21 r.:::::J December 21

432 East 14th Street

0 400 FEET "i=======c======:=J

Tier 3 Assessment Figure C-2

Proposed Building

-· Historic Resource with Sunlight Sensitive Features

Publical/y Accessible open Space

432 East 14th Street

Existing

Proposed

Detailed Analysis Model Figure C-3

March 21/ Analysis day and September 21

timeframe window 7:36AM- 4:29 PM Immaculate 7:36 AM - 8:07 AM

Conception Church Total: 0 hr 31 min

May 6 I August 6 6:27AM-5:18PM

-

Attachment C: Shadows

Table C-1 Incremental Shadow Durations

June 21 December21 5:57 AM - 6:01 PM 8:51 AM - 2:53 PM

- -

Notes: Table indicates entry and exit times and total duration of incremental shadow for each sunlight-sensitive resource. Daylight savings time is not used-times are Eastern Standard Time, per CEQR Technical Manual guidelines. However, as Eastern Daylight Time is in effect for the March/September, May/AuQust, and June analysis periods, add one hour to the Qiven times to determine the actual clock time.

The Immaculate Conception Church is located on the same block as the project site, at 414 East 14th Street. It is a designated New York City Landmark (NYCL) and is listed on the State and National Registers of Historic Places (S/NR). The church has several architectural features that are considered to be sunlight-sensitive, including stained-glass windows, an open-air arcade, and elaborate carved ornamentation. The facades of the Church that include these features were modeled in the detailed analysis to assess the impact of incremental shadow from the proposed project.

The detailed analysis found that only the facade of the Church's interior court which faces the project site could experience incremental shadow. Figure C-4 shows a recent photograph of this fa9ade, located in the interior of the block between East 14th and 13th Streets. Figure C-5 illustrates the position of incremental shadow on the Church at two times on the morning of the March 21/September 21 analysis day. The analysis day would begin (at 7:36 AM) with incremental shadow from the proposed project falling on stained-glass windows and the arcade ofthe church. By 8:00AM, the new shadow would move offthe fa9ade featuring stained-glass windows and remain only on a small portion of the arcade. After 8:07AM, none of the church's sunlight-sensitive features would be affected by new shadow from the proposed project, and the affected facades would receive direct sunlight for the reminder of the morning.

CONCLUSION

The proposed project would create 31 minutes of new shadow on one sunlight-sensitive architectural resource, the Immaculate Conception Church. The detailed shadow analysis found that a portion of the eastern fa9ade and arcade of the Church's interior court would be affected by shadows from the proposed project on the morning of the March 21/September 21 analysis day. However, the short duration and small extent of shadow would not substantially reduce the public's enjoyment of the church' s sunlight-sensitive features. Therefore, the sunlight-sensitive resource would not experience a significant adverse shadow impact and the proposed project would not result in a significant shadow impact. *

C-5

432 East 14th Street

Immaculate Concpetion Church East-Facing Interior Facade

Figure C-4

; ,. --' I - \ i

Proposed Building

r---..1 Incremental Shadow on Sunlight-Sensitive Feature

Facade with Sunlight -Sensitive Features

432 East 14th Street

7:40AM

Detailed Analysis March 21/Sept. 21

Figure C-5

Attachment D: Historic and Cultural Resources

A. INTRODUCTION This chapter assesses the potential of the proposed project to affect historic and cultural resources. The project site, located at 432 East 14th Street in the East Village neighborhood of Manhattan, would be redeveloped with an 8- and 12-story, 125,258 square foot (sf) building with approximately 155 dwelling units and 9,131 sf of commercial floor area.

As detailed below, the proposed project would not result in any significant adverse director indirect impacts to known or potential historic architectural resources on the project site or in the study area.

B. METHODOLOGY Historic and cultural resources include both archaeological and architectural resources. The study area for archaeological resources is the project site itself where disturbance from excavation and construction can be anticipated. In a comment letter dated April 20, 2015, the New York State Historic Preservation Office (SHPO) determined that the site has no archaeological significance (see Appendix A). In a comment letter dated May 10, 2016, the New York City Landmarks Preservation Commission also determined that the site has no archaeological significance (see Appendix A). Therefore, this attachment focuses on standing structures only.

In general, potential impacts to architectural resources can include both qirect, physical impacts and indirect, contextual impacts. Direct impacts include demolition of a resource and alterations to a resource that cause it to become a different visual entity. A resource could also be damaged from vibration (i.e., from construction blasting or pile driving), and additional damage from adjacent construction could occur from falling objects, subsidence, collapse, or damage from construction machinery. Adjacent construction is defined as any construction activity that would occur within 90 feet of an architectural resource, as defined in the New York City Department of Buildings (DOB) Technical Policy and Procedure Notice (TPPN) #10/88. 1 Contextual impacts can include the isolation of a property from its surrounding environment, or the introduction of visual, audible, or atmospheric elements that are out of character with a property or that alter its setting. Therefore, to assess the potential for both physical and contextual effects, the architectural resources study area is defined as the area within 400 feet of the project site (see Figure D-1).

1 TPPN #10/88 was issued by DOB on June 6, 1988, to supplement Building Code regulations with regard to historic structures. TPPN #10/88 outlines procedures for the avoidance of damage to historic structures that are listed on the NR or New York City Landmarks (NYCLs) resulting from adjacent construction, defined as construction within a lateral distance of 90 feet from the historic resource.

Draft D-1 May 19,2016

432 East 14th Street

Known architectural resources include properties that are National Historic Landmarks (NHLs), properties listed on the State/National Registers of Historic Places (S/NR) or that have been determined eligible for listing (S/NR-eligible), and properties that have been designated as New York City Landmarks (NYCLs), determined NYCL-eligible, or calendared for NYCL designation. In addition, a survey of the study area was undertaken to identify buildings that could meet S/NR and NYCL eligibility criteria ("potential architectural resources").

C. EXISTING CONDITIONS ARCHITECTURAL RESOURCES

PROJECT SITE

The project site at 432 East 14th Street is currently vacant land (see Figure D-2). The air rights parcel at 219 Avenue A (Block 441, Lot 32) is currently occupied by a 5-story residential building, There are no architectural resources on the project site. The building on the air rights parcel has not been identified as a potential architectural resource. STUDY AREA

There are two architectural resources in the study area.

The Church of the Immaculate Conception and Clergy Houses1 (NYCL, S/NR), located at 406-414 East 14th Street, is located to the west of the project site on the project block (see Figure D-3). The buildings were designed in 1894 by architects Barney and Chapman. Once a

. P.l!rt of_(J_r(!ce Church Parish, the chapel and clergy houses were known as Grace Chapel and Hospital on 14th Street and were furnished as a "free-pew" place of worship for those less fortunate financially than the members of Grace Church itself. The church and its clergy houses are designed in the French Gothic Revival style and faced in stone and smooth brown Roman brick. The church is rectangular in form, and rises more than three stories in height. The East 14th Street fa<;ade has a plain, asymmetrical gable which contains a large rose window directly above the entrance and its arched portal. To the right of the church entrance is a projecting six-sided chapel, with six pinnacled buttresses and paired pointed-arched windows separated by small columns. To the east and adjacent to the church is a six-story-high, freestanding tower. Each of its facades contains paired vertical openings, articulated by clusters of slender colonettes and terminating in pointed arches.

East of the church are the clergy houses, a pair of3Yz-story brick and stone buildings that closely resemble French chateaus. The two houses are joined at their base by a low arch which frames the entrance to a small courtyard. Each floor of these buildings is rhythmically articulated by double windows and gabled dormer windows are set in the slate roof of the attic story. Belt course moldings at the second and fourth floors add decorative accents.

Stuyvesant Town (S/NR-eligible) is located to the north of the project site, on an 80-acre superblock bounded by East 14th and East 20th Streets, the FDR Drive, Avenue C, and First Avenue. The Stuyvesant Town development was built in 1947 by the Metropolitan Life

1 The text describing the Church of the Immaculate Conception and Clergy House is derived from the New York City Landmark designation report (1966) and the National Register of Historic Places Inventory Nomination Form, Grace Chapel and Hospital of Fourteenth Street/Church of the Immaculate Conception and Clergy House, 1979.

D-2

c::J Project Site C _-_1 Study Area (400-Foot Boundary)

• Photograph View Direction and Reference Number

Known Architectural Resource 0 200 FEET l::::::::==c===::::J 0 The Church of Immaculate Conception and Clergy House

Stuyvesant Town

Potential Architectural Resources

0 437 East 12th Street

0 193 Avenue A

Architectural Resources 432 EAST 14TH STREET Figure D-1

4.26 .16

432 E 14TH STREET

1

View of the Project Site Figure D-2

4.26. 16

432 E 14TH STREET

The Church of the Immaculate Conception and Clergy House 2

Stuyvesant Town, view east from East 14th Street 3

Known Architectural Resources in Study Area

Figure D-3

Attachment D: Historic and Cultural Resources

Insurance Company to provide inexpensive housing for World War II veterans. It consists of 3 5 freestanding brick buildings of 13 and 14 stories, arranged around a central oval (see Figure D-3). The residential buildings have rectilinear footprints of multiple bays and unornamented facades. Playgrounds and lawns are interspersed throughout the development..

Two buildings in the study area were identified as potential architectural resources in the East Village I Lower East Side Rezoning Final Environmental Impact Statement (2005). No determination of NYCL or S/NR eligibility were made by LPC at that time. The early 20th century, 5-story brick and stone tenement building located at 437 East 12th Street was occupied by Beat poet Allen Ginsberg for twenty-one years, from 1975-1996 (see Figure D-4). The apartment and neighborhood were featured in numerous poems written while Ginsberg lived in the building. 193 Avenue A is a 6-story tenement building ornamented with stone window architraves, banding, and a decorative cornice. The building dates to the early 20th century.

D. THE FUTURE WITHOUT THE PROPOSED PROJECT In the future without the proposed project, the status of architectural resources could change. S/NR-eligible resources could be listed on the Registers, NYCL-eligible properties could be calendared for a designation hearing, and properties pending designation as Landmarks could be designated.

Section BC3309 of the New York City Building Code, "Protection of Adjoining Property," provides some measures of protection for all properties against accidental damage from adjacent construction by requiring that all buildings, lots, and service facilities adjacent to foundation and earthwork areas be protected and supported. While these regulations serve to protect all structures adjacent to construction areas, they do not afford special consideration for historic resources. Section BC 3309.4.4 and a second protective measure, the DOB's TPPN #10/88, applies to NYCLs, properties within New York City Historic Districts, and National Register-listed properties. TPPN #10188 and this sub-section of the Building Code supplements the standard building protections afforded by the Building Code by requiring a monitoring program to reduce the likelihood of construction damage to adjacent NYCLs and NR-listed properties (within 90 feet) and to detect at an early stage the beginnings of damage so that construction procedures can be changed. PROJECT SITE

It is assumed that in the future without the proposed project, the project site will remain vacant. No development would occur by the 2018 analysis year. STUDY AREA

As discussed in Attachment A, "Land Use, Zoning, and Public Policy," there are four projects within the 400-foot study area that are expected to be constructed by the 2018 analysis year. The first site is located at 438 East 12th Street, one block directly south of the project site. It is currently under construction for a six-story residential development, anticipated to be completed and occupied in 2017. At 222 Avenue A (504-530 East 14th Street), on the southeast corner of East 14th Street and A venue A, ground has been broken on a seven-story mixed-use building expected to be completed in 2017. Directly south of the project site, 436 and 442 East 13th Street are both being developed with six-story residential buildings. At six and seven stories, these projects will be in keeping with the heights of buildings in the surrounding area, and thus will not substantially change the visual setting of the resources noted above. None of these projects are within 90 feet of a known architectural resource. Should the potential resources

D-3

432 East 14th Street

noted above be designated in the future, they would be within 90 feet ofthe projects at 436 and 442 East 13th Street and would be offered some protection through DOB controls governing the protection of adjacent properties from construction activities.

E. PROBABLE IMPACTS OF THE PROPOSED PROJECT PROJECT SITE

With the proposed project, the project site would be redeveloped with a new 8- and 12-story mixed-use residential and commercial building. The building would be clad predominantly in brick on its street-facing facades, and would have frontage along East 13th and East 14th Streets. The East 13th Street portion of the building would be eight stories in height, and the East 14th Street portion of the building would be 12 stories in height. The two sections of the building would be connected at the cellar level. The proposed retail space would occupy part of the cellar level and ground floor along East 14th Street.

As there are n9 known or potential architectural resources on the project site, the proposed project would not have a direct, physical effect on such resources.

STUDY AREA

There are no known or potential architectural resources located within 90 feet of the project site. Therefore, the proposed project would not have a direct, physical effect on such resources.

The proposed project would replace an existing vacant lot. The 12-story portion of the proposed building would _be_ similar__in heighLto Jhe 13,.story buildings _across East 14th StreeLin the Stuyvesant Town development. The East 13th Street fa9ade would set back above the sixth floor, to be compatible with the existing streetwall along East 13th Street. Thus, the proposed project would be in keeping with the heights of buildings in the surrounding area, and would' not substantially change the visual setting of the resources noted above. Further, the anticipated materials for the proposed building, brick, stucco and metal, are consistent with those of the existing study area buildings. Therefore, the proposed building would not introduce incompatible visual, audible, or atmospheric elements to the setting of the architectural resource.

As described in Attachment C, "Shadows," the proposed project would create under an hour of new shadows on the stained glass windows of The Church of Immaculate Conception; however this would not be considered a significant adverse effect on this architectural resource, because the project-generated shadows would not substantially reduce the public's enjoyment of the church's sunlight-sensitive features.

In its comment letter dated April20, 2015, SHPO concluded that the proposed project would not have an impact on historic resources listed or determined eligible for listing on the New York State and National Registers of Historic Places.

Overall, the proposed project would not adversely impact any known or potential architectural resources on the project site or in the study area. *

D-4

4.26. 16

437 East 12th Street 4

432 E 14TH STREET

193 Avenue A 5

Potential Architectural Resources in Study Area

Figure D-4

Attachment E: Urban Design and Visual Resources

A. INTRODUCTION This attachment considers the potential of the proposed project to affect urban design and visual resources. The proposed project would construct a mixed-use residential and commercial building at 432 East 14th Street/435 East 13th Street (Block 441, Lot 23) in the East Village neighborhood of Manhattan, Community District 3 (the "project site"). The project would utilize approximately 3,970 square feet of air rights from Block 441, Lot 32, which is currently and would continue to be occupied by a 5-story mixed-use building. The proposed project would contain 155 dwelling units (including 31 affordable units) and approximately 9,100 square feet of retail space in the portion of the project located on East 14th Street.

Under the 2014 City Environmental Quality Review (CEQR) Technical Manual, urban design is defined as the totality of components that may affect a pedestrian's experience of public space. These components include streets, buildings, visual resources, open spaces, natural resources, and wind. An urban design assessment under CEQR must consider whether and how a project may change the experience of a pedestrian in a project area. The CEQR Technical Manual guidelines recommend the preparation of a preliminary assessment of urban design and visual resources, followed by a detailed analysis, if warranted based on the conclusions of the preliminary assessment. The analysis provided below addresses urban design characteristics and visual resources for existing conditions and the future without and with the proposed project.

B. METHODOLOGY Based on the CEQR Technical Manual, a preliminary assessment of urban design and visual resources is appropriate when there is the potential for a pedestrian to observe, from the street level, a physical alteration beyond that allowed by existing zoning. Examples include projects that permit the modification of yard, height, and setback requirements, and projects that result in an increase in built floor area beyond what would be allowed "as-of-right" or in the future without the proposed project. The proposed actions include an override to waive applicable floor area, height, and setback regulations. These would allow for the development of a project that includes physical alterations observable by pedestrians that are not allowed by existing zoning. Therefore, the proposed project meets the threshold for a preliminary assessment of potential impacts to urban design and visual resources. According to the CEQR Technical Manual, the study area for urban design is the area where the project may influence land use patterns and the built environment, and is generally consistent with that used for the land use analysis. For visual resources, the view corridors within the study area from which such resources are publicly viewable should be identified. Consistent with CEQR methodologies, the study area for the urban design and visual resources analysis has been

Draft E-1 May2, 2016

432 East 14th Street

defined as a 400-foot radius around the project area, consistent with the analysis of land use, zoning, and public policy (see Figure E-1).

The CEQR Technical Manual recommends an analysis of pedestrian wind conditions for projects that result in the construction of large buildings at locations that experience high wind conditions (such as along the waterfront, or other location where winds from the waterfront are not attenuated by buildings or natural features), which may result in an exacerbation of wind conditions due to "channelization" or "downwash" effects that may affect pedestrian safety. The proposed project would not result in the construction of large building at a location that experience high wind conditions, and thus a pedestrian wind analysis is not warranted.

C. EXISTING CONDITIONS

URBAN DESIGN

PROJECT SITE

The project site is a through-block lot located in the middle of the block bounded by East 13th and East 14th Streets, First Avenue, and Avenue A (Block 441, Lot 23) (see Figures E-1 and E-2). The site is vacant; it was previously occupied with a one-story former post office building, which was recently demolished. A green, wooden construction fence encloses the lot along East 14th and East 13th Streets (see Figure E-3, photo 1). The air rights parcel for the project, 219 Avenue A (Block 441, Lot 32) is occupied by a five-story brick residential building with · grotn1d:..:floor The building, ·which has been painted White, ·features projecting window lintels and an ornate central-pediment cornice (see Figure E-3, photo 2).

STUDY AREA

The 400-foot study area developed in a typical urban grid pattern, and the topography is relatively flat. It primarily contains low-scale mixed-use brick buildings developed beginning in the early 20th century. East 14th Street is a major east-west thoroughfare in the study area. North of East 14th Street, Stuyvesant Town occupies an 80-acre superblock bounded by East 14th and East 20th Streets, the FDR Drive, Avenue C, and First Avenue. Four private loop roads extend through the superblock. The loop road within the study area, 14th Street Loop, aligns with Avenues A and B. This large complex acts as a physical and visual barrier to the north of the project site. The discussion below focuses first on the area's urban design-its basic layout and structures-and then describes its visual resources.

Streets, Streetscape, Open Space, and Natural Features As described above, the study area is generally developed in a grid pattern, although north of East 14th Street several blocks were combined to create the Stuyvesant Town superblock. While the street grid is broken by Stuyvesant Town, its 14th Street Loop aligns with Avenue A and is a U-shaped street with sidewalks. Street furniture in the study area includes street lamps, traffic lights, Citi Bike parking station, bus stop signs, fire hydrants, trash cans, and benches. Mature street trees line East 14th Street, while the narrower side streets have smaller street trees. East 14th Street is a major east-west street in the study area, with four lanes of two-way traffic and street parking, as well as a one-way (westbound) lane and street parking separated from the main roadway by a raised, planted median (see Figure E-4, photo 3).

E-2

c:::J Project Site 1: : 1 Study Area (400-Foot Boundary)

6 Photograph View Direction and Reference Number

432 EAST 14TH STREET

Urban Design and Visual Resources Reference Map

Figure E-1

c::::::J Project Site C : 1 Study Area (400-Foot Boundary)

432 EAST 14TH STREET

0 200 FEET

Aerial Map Figure E-2

3.11.1 6

432 E 14TH STREET

East 14th Street is a wide east-west cross street in the study area with a raised median 3 dividing lanes of traffic. View looking east.

Avenue A is a wide street with long views that include mature street trees just outside of 4 the study area. View looking south .

Study Area Views Figure E-4

Attachment E: Urban Design and Visual Resources

Avenue A is an 80-foot-wide, two-lane thoroughfare that runs north-south through the study area with parallel parking and bike lanes along both sides of the roadway (see Figure E-4, photo 4). East 13th Street is a 60-foot-wide, west-bound cross street with parking on either side of the street and a Citi Bike station near Avenue A. East 12th Street is a 60-foot-wide east-bound cross street with parking on either side of the street.

Active streets and street trees of varying size are the defining features of the streetscape. East 14th Street and Avenue A are busy with both vehicle and foot traffic. As a major east-west thoroughfare, East 14th Street has numerous bus lines and the First A venue subway station of the L line is located at the comer of East 14th Street and First Avenue (see Figure E-3, photo 2). A Citi Bike station is located just east of A venue A on East 13th Street, adding to the foottraffic in the area (see Figure E-5, photo 6). The east-west cross streets are heavily treed, with those along East 14th Street being larger, particularly on the north side of the street. As described more fully below, Stuyvesant Town consists of freestanding residential buildings set within landscaped grounds (see Figure E-5, photo 5). These grounds consist of grassy areas with trees, landscaped pedestrian passageways that run north-south and through the complex, sidewalk seating areas, basketball, tennis, bocce and volleyball courts, and playgrounds. East of A venue A, the Dias y Flores Garden is a community garden space located along East 13th Street. Another community garden is located along East 12th Street, just east of the study area, and the Lower East Side Playground is located at the southwest comer of the study area, adjacent to a public intermediate/high school.

Built Environment The built environment within the study area is predominantly four- to six-story brick-clad buildings constructed in the first decade of the 20th century. Just east of the project site on East 14th Street, the project block is developed with one-story shops with glass and metal storefronts. The rest of the project block is mostly occupied with five-story walkup brick apartment buildings with ground-floor retail. A newly-constructed narrow, 8-story, 80-foot-tall, metal and glass residential building is located at 420 East 14th Street/427 East 13th Street (see Figure E-3, photo 1 ). This building is a through-block structure, with its other, much wider facade fronting onto East 13th Street (described below). The Church ofthe Immaculate Conception and Clergy House (see Attachment D, "Historic and Cultural Resources") is located at 406-414 East 14th Street. The 3 Y:z-story clergy houses are built out to the sidewalk, while the church building is set back approximately 14 feet. The buildings are clad in brownstone and dark brown brick (see Figure E-6, photo 7).

Just west of the project site on East 13th Street is the newly-constructed through-block building described above. The wider East 13th Street portion of the building provides the main residential entrance and rises a total of 77 feet with a setback at the sixth floor (see Figure E-6, photo 8). The facade is largely glazed, with metal frames, colorful accent panels, and projecting glass and metal balconies. The Immaculate Conception School, a tan brick, stone, and metal clad building built in 1946, is located adjacent to the through-block building and south of the church and clergy houses. The central portion of the school building rises four stories before a setback, while two 70-foot-tall sections are located at the east and west ends of the building (see Figure E-6, photo 8).

The south side of East 13th Street between First A venue and A venue A is developed with a mix of brick-clad, one- to six-story buildings dating to the early 20th century. A two-story, five bay wide brick building located at 408 East 13th Street has a one-story shed-roof, metal rooftop addition. 410-420 East 13th Street is a cluster of three six-story, identically designed brick and

E-3

432 East 14th Street

limestone apartment buildings constructed in 1907. All retain their projecting window surrounds, detailed window lintels, and second-floor belt course. Only 420 East 13th Street retains the original metal cornice (see Figure E-7, photo 9).

Just north ofthe project site, the Stuyvesant Town development consists of35 freestanding brick buildings of 13 and 14 stories, arranged around a central oval (see Figure E-5, photo 5). Along East 14th Street, the buildings reach a height of approximately 133 feet. The residential buildings have rectilinear footprints of multiple bays and unomamented facades. Playgrounds and lawns are interspersed throughout the development. On the perimeter, the buildings are aligned with the street grid, and commercial spaces are located along portions of East 14th Street frontages. Within the study area, Stuyvesant Town acts as a visual and physical barrier, with the large brick buildings breaking only for a one-story grocery store and the 14th Street Loop. At the intersection of East 14th Street and the 14th Street Loop, there are fenced, comer grassy areas with trees.

Buildings along Avenue A between East 14th and East 12th Streets vary in height from 38 feet to 65 feet. Buildings are primarily clad in brick, and many retain their original details such as projecting window surrounds, window lintels, and cornices (see Figure E-7, photo 10). The buildings are all built out to the sidewalk, creating a uniform street wall.

East of A venue A, East 13th Street within the study area is developed with a mix of four- to six-story brick buildings. On the northeast comer of the intersection of Avenue A and East 13th Street is a newly-built, brick and concrete block four-story building with a one-story section on East 13 Street. This building is contextually designed, referencing details from neighboring buildings such as quoins, a rusticated first floor, contrasting window lintels, and a simplified cornice (see Figure E-5, photo 6). In the middle of the block at 523-525 East 13th Street is a large, nine-story brick apartment building. The four-bay-wide central section of the building is recessed and rises seven stories before a setback; the two two-bay-wide outer portions of the building rise six-stories before a setback.

On the block bounded by East 12th and East 11th Streets, First Avenue, and Avenue A, a charter middle school and a public high school are housed in the former P.S. 60 building, a through-block structure in the middle of the block bounded by East 11th and 12th Streets, First Avenue, and Avenue A. The five-story, 60-foot-tall H-plan school building was built in 1923 and is clad in brick and limestone. Two raised entrances are recessed from the street, and parking spaces are provided between these. The Lower East Side Playground, which includes playground equipment, a basketball court, and a soccer field is located to the west of the school building. To the west of the playground on East 11th Street is a community garden. A brightly colored mural is painted on the building west-adjacent to the soccer field (see Figure E-8, photo 11 ). A newly-constructed building is located opposite the school building, at 427 East 12th Street. The black brick and metal building rises six-stories without setbacks. East of the school is a large site currently under construction for a residential building (see below under "Future Without the Proposed Project").

East of Avenue A, East 12th Street contains three four-story brick apartment buildings with ground-floor retail and two five-story brick apartment buildings, one with ground-floor retail. These buildings were all constructed in the beginning of the 20th century (see Figure E-8, photo 12).

E-4

3.11.1 6

432 E 14TH STREET

View to Stuyvesant Town, looking east on East 14th Street near First Avenue 5

East 13th Street at Avenue A. A Citi Bike parking station is located on the 6 southeast corner. View looking northeast.

Study Area Views Figure E-5

3.1 1. 16

432 E 14TH STREET

Church of the Immaculate Conception and Clergy Houses. View looking south. 7

East 13th Street between First Avenue and Avenue A contains a newly-constructed 8 residential building and a brick school building. View looking northwest.

Study Area Views Figure E-6

3. 11.16

432 E 14TH STREET

South side of East 13th Street, view looking southeast from east of First Avenue 9

View looking northwest from East 12th Street and Avenue A 10

Study Area Views Figure E:-7

3.11. 16

432 E 14TH STREET

A soccer field and brightly painted mural are part of the playground space on the 11 south side of East 12th Street. View looking southwest.

East 12th Street east of Avenue A contains a mix of brick buildings constructed in the 12 early part of the 20th century. View looking east.

Study Area Views Figure E-8

Attachment E: Urban Design and Visual Resources

VISUAL RESOURCES

PROJECT SITE

As defined in the CEQR Technical Manual, a visual resource is the connection from the public realm to significant natural or built features, including views of the waterfront, public parks, landmark structures or districts, otherwise distinct buildings or groups of buildings, or natural resources. As described above, the project site is vacant, and there are no visual resources located on the project site. The five story residential building on the air rights parcel is not considered to be a visual resource.

STUDY AREA

Visual resources within the study area consist of historic architectural resources and natural resources. As described above, the Immaculate Conception Church and Clergy House located west of the project site on the project block are stone and brick buildings dating to 1894 (see Figure E-6, photo 7). The tall bell tower of the church is a notable visual element within study area views.

Along East 14th Street, views are long. To the west, views include the Consolidated Edison Company Building (a New York City Landmark that has been determined eligible for listing on the State and National Registers of Historic Places) located at the northeast corner of Irving Place and East 14th Street. The tall, white tower with hipped roof rises approximately 4 78 feet and is a distinctive landmark in the area (see Figure E-9, photo 13). To the east, views extend to the large Con Ed power plant located at the East River waterfront. Within the study area, the landscaped grounds and mature trees within and surrounding Stuyvesant Town are considered to be a visual resource.

Views east and west along East 12th and East 13th Streets tend to be shorter as the streets are narrower and lined with street trees. A venue A provides long views to the south, including mature trees in Tompkins Square Park; views to the north on the avenue terminate at Stuyvesant Town.

D. THE FUTURE WITHOUT THE PROPOSED PROJECT

PROJECT SITE

Absent the proposed project, it is assumed that the project site will remain vacant and no development would occur.

EFFECTS OF OTHER FUTURE PROJECTS

As discussed in Attachment A, "Land Use, Zoning, and Public Policy," there are four developments that are expected to be constructed by the 2018 analysis year in the 400-foot study area. 438 East 12th Street, a six-story, approximately 80-foot-tall, 82-unit residential development, is anticipated to be completed and occupied in 2017. As currently designed, the facade will feature brick, aluminum, and glazing. At 222 Avenue A (504-530 East 14th Street), a seven-story, approximately 80-foot-tall, 150-unit mixed-use building is expected to be completed in 2017. Additional construction is underway at 436 and 442 East 13th Street, which are both being developed with six-story, six unit buildings.

E-5

432 East 14th Street

E. PROBABLE IMP ACTS OF THE PROPOSED PROJECT

URBAN DESIGN

The CEQR Technical Manual guidelines state that if the preliminary assessment shows that changes to the pedestrian environment are sufficiently significant to require greater explanation and further study, then a detailed analysis is appropriate. Examples include projects that would potentially obstruct view corridors, compete with iCons in the skyline, or make substantial alterations to the streetscape of a neighborhood by noticeably changing the scale of buildings. Detailed analyses also are generally appropriate for areawide rezonings that include an increase in permitted floor area or changes in height and setback requirements, general large-scale developments, or projects that would result in substantial changes to the built environment of a historic district or components of a historic building that contribute to the resource's historic significance.

PROJECT SITE

In the future with the proposed project, a new, mixed-use residential and commercial building would be constructed on the site. The proposed building would have frontage along East I 3th and East 14th Streets (see Figures E-10 and E-11). The East 13th Street portion of the building would be eight stories in height (approximately 80 feet), with a setback above the sixth floor. The East 14th Street portion of the building would rise 12 stories (124 feet) without setbacks (see Figure E-12). Retail space would occupy the first floor of the East 14th Street portion of tfie builifing. -- -

STUDY AREA

The proposed new building would be in keeping with the uses, height, and massing of buildings in the study area. The East 14th Street portion of the building would be similar in height to the 13- and 14-story buildings (133 feet tall) located across the street in Stuyvesant Town. The East 13th Street portion of the building would have a set back above the sixth floor to maintain the surrounding streetwall height on this street. The height of this portion of the building would be in keeping with other recently constructed buildings in the area, most notably the adjacent through-block development at 420 East I 4th Street/427 East I 3th Street. The footprint and massing of the proposed building would be in keeping with the larger developments in the study area, such as the adjacent through-block building, Stuyvesant Town, and 523-525 East 13th Street.

The proposed project would not be anticipated to adversely affect any urban design features of the study area, and would not adversely affect the experience of the pedestrian.

VISUAL RESOURCES

According to the guidance of the CEQR Technical Manual, additional visual resources analysis is required if: a project would partially or totally block a view corridor or a natural or built resource or a natural or built visual resource, and that resource is rare in the area or considered a defining feature of the neighborhood; or, a project would change urban design features so that the context of a natural or built visual resource is altered (for example, if a project alters the street grid so that the approach to the resource changes; if a project changes the scale of

E-6

3.11.1 6

432 E 14TH STREET

View west to Consolidated Edison building, from East 14th Street and Avenue A 13

Study Area Views Figure E-9

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Illustrative Rendering East 14th Street Fac;ade of Proposed Building

Figure E-1 2

Attachment E: Urban Design and Visual Resources

surrounding buildings so that the context changes; or if a project removes lawns or other open areas that serve as a setting for the resource).

Key considerations in the assessment of the significance of a visual resource impact may include whether the project obstructs important visual resources and whether such obstruction would be permanent, seasonal, or temporary; how many viewers would be affected; whether the view is unique or do similar views exist; or whether the visual resource can be seen from many other locations.

PROJECT SITE

There are no visual resources located on the project site or the air rights parcel. Therefore, the proposed project would have no significant adverse impacts to on-site visual resources.

VISUAL REOURCES

The proposed building would not block any view corridors or views to any visual resources. Visual resources, including the Church of the Immaculate Conception and Clergy House and landscaping surrounding Stuyvesant Town, are located in close proximity to the project site; however, views to these resources would not be obstructed, and the proposed project would not alter the existing street grid or remove open areas that serve as a visual setting for either resource. Both resources would remain prominent in views from surrounding streets. Other visual resources in the area, such as the Consolidated Edison Building and the mature trees located within Tompkins Square Park, are located at a greater distance from the project site, and thus the addition of the proposed building would be less notable in the long views toward those resources. Overall, the proposed project would not have a significant adverse impact on urban design or visual resources, or the pedestrian's experience of these characteristics of the built and natural environment. The proposed project does not merit further analysis of urban design and visual resources. *

E-7

Attachment F: Hazardous Materials

A. INTRODUCTION This attachment addresses the potential for the presence of hazardous materials resulting from previous and existing uses both on the project site and in the surrounding area, and potential risks related to the proposed project with respect to any such hazardous materials. The building formerly on the project site has been demolished, and the property is currently a vacant lot, capped with the former concrete building slab. The proposed project includes construction of a twelve-story mixed-use building with a shared cellar and landscaped areas fronting East 14th Street and an eight-story residential building with a shared cellar fronting East 13th Street.

This assessment was based on the findings of a May 2014 Phase I Environmental Site Assessment (ESA) performed by HydroTech Environmental Corp., an October 2014 Subsurface (Phase II) Investigation prepared by AKRF, Inc., and a May 2015 Geotechnical Report prepared by Mueser Rutledge Consulting Engineers.

B. EXISTING CONDITIONS

SUBSURFACE CONDITIONS

The project site is approximately 20 feet above sea level. During the Subsurface (Phase II) Investigation, a layer of fill material was observed to depths ranging from 0 to 13 feet (or more) overlying apparent native material including sand. Groundwater was first encountered at between approximately 13 and 15 feet below grade and estimated to flow in an approximately easterly direction toward the East River. Bedrock was not encountered in any of the borings, which extended to 20 feet. During a subsequent geotechnical investigation conducted in April and May 2015 by Mueser Rutledge Consulting Engineers, groundwater was observed at depths ranging from 12 to 12.5 feet below grade.

HAZARDOUS MATERIALS ASSESSMENT

The Phase I ESA identified a former New York State Department of Environmental Conservation (NYSDEC) Brownfield Cleanup (BCP) site located immediately northwest adjacent to the project site with releases of hazardous materials associated with dry cleaning. The Subsurface (Phase II) Investigation identified somewhat elevated levels of semivolatile organic compounds (SVOCs) and metals in soil. Elevated levels ofvolatile organic compounds (VQCs) and SVOCs in groundwater and VOCs in soil vapor were also identified. These studies and are discussed in more detail below. Phase I Environmental Site Assessment- 432 East 141

h Street, Manhattan. New York. Hydro Tech Environmental. Corp .. May 2014

The study identified two recognized environmental conditions (RECs), i.e., the presence or likely presence of hazardous substances or petroleum products in, on, or at a property. The first was a 1,000-gallon underground storage tank (UST) containing No. 2 fuel oil beneath the

Draft F-1 May2, 2016

432 East 14th Street

southern portion of the building. The second was the northwest adjacent NYSDEC BCP site. A petroleum spill was reported to have occurred at the dry cleaner previously located at 427-429 East 13th Street. Although the BCP site remediation was completed in December 2007, a potential for residual soil vapor and vapor intrusion was identified. The suspected presence of asbestos-containing material (ACM) throughout the building was also identified.

Subsurface (Phase II) Investigation- 432 East 14th Street. New York. New York, AKRF, Inc., October 2014.

The investigation included a geophysical survey and the advancement of six borings with the collection and laboratory analysis of six soil and four groundwater samples. Four subsurface soil vapor points were also installed to collect soil vapor samples. The geophysical survey identified an anomaly consistent with the suspected UST, in the loading area near East 13th Street. The borings encountered up to 15 feet of historical fill material (sand and silt with gravel, brick, asphalt, concrete, brick, and glass) underlain by apparent native sand. Groundwater was first encountered between approximately 13 and 15 feet below grade, but bedrock was not encountered. Laboratory analysis of the soil samples indicated levels of certain VOCs, SVOCs, and metals were above 6 NYCRR Part 375 Restricted Residential Soil Cleanup Objectives; however, these are based on long-term exposure to soil in a residential setting, a scenario which does not occur now and would riot occur in the future with the proposed project. Groundwater samples did not meet drinking water criteria, but groundwater in Manhattan is not used as a source of drinking water. Twenty-four VOCs associated with petroleum or chlorinated solvents were detected in the soil vapor samples, including tetrachloroethylene (PCE) and trichloroethylene (TCE) above the New York State Department ofHealth (NYSBOH) indoor air guidance values (AGVs) in one or more samples.

C. THE FUTURE WITHOUT THE PROPOSED PROJECT In the future without the proposed project, the project site would be expected to remain in its existing condition. Without excavation for new development, there would be no significant potential for exposure to subsurface contaminants. The UST, which is no longer in use, would require removal or closure-in-place in accordance with NYSDEC regulatory requirements.

D. PROBABLE IMPACTS OF THE PROPOSED PROJECT The greatest potential for exposure to any hazardous materials would occur during the proposed project's construction, which would require subsurface disturbance to construct the cellar and foundations of the new building. The potential for significant adverse impacts would be avoided by adhering to the following:

• A Remedial Action Work Plan (RA WP) and Construction Health and Safety Plan (CHASP) have been prepared for approval by the New York City Department of Environmental Protection (NYCDEP), the City agency overseeing the development of this property, for implementation during subsurface disturbance. The RA WP and CHASP are based on the findings of the Subsurface Investigation and address requirements for: management of excavated soils (including stockpiling and transportation/disposal of excess soil), dust control, and contingency measures should unforeseen petroleum tanks or soil contamination be encountered. The RA WP includes a provision for a vapor barrier beneath/outside of the foundations of the new building as an protective measure against vapor intrusion.

• The known UST and any additional petroleum tanks encountered during construction would be removed (along with any contaminated soil) in accordance with applicable regulations,

F-2

Attachment F: Hazardous Materials

including New York City Fire Department and New York State Department of Environmental Conservation (NYSDEC) requirements (including those relating to spill reporting and tank registration).

• If dewatering is necessary during construction, water would be discharged to sewers in accordance with NYCDEP requirements. Groundwater would likely require treatment with granular activated carbon filters prior to discharge into the New York City sewers system.

With these measures in place, the proposed project would not result in any significant adverse impacts related to hazardous materials. *

F-3

Attachment G: Transportation

[TO COME]

G-1

Attachment H: Air Quality

A. INTRODUCTION The potential for air quality impacts associated with the proposed mixed-use project at 432 East 14th Street in the East Village neighborhood of Manhattan (Block 441, Lots 23 and 32) was analyzed.

The proposed project is not expected to significantly alter traffic conditions. The maximum hourly increase in traffic volume due to the proposed project would not exceed the CEQR Technical Manual carbon monoxide screening threshold of 170 auto trips during peak hour at nearby intersections in the study area, nor would it exceed the particulate matter (PM) screening threshold discussed in Chapter 17, Sections 210 and 311 of the CEQR Technical Manual. Therefore, a mobile source analysis is not required. The CEQR Technical Manual requires an assessment of any actions that could result in the location of sensitive uses within 1,000 feet of a major or large emission sources (e.g., a power plant) requiring federal or state facility permits. To assess the potential effects of these existing sources on the proposed project, a review of existing permitted facilities was conducted. The nearest existing major or large emission source is the East River Generating Station operated by Con Edison, located more than 1,000 feet frorri the project area. Therefore, analysis of the potential impact of large sources on the proposed project is not required.

The proposed project involves the development of a mixed-use building containing 15 5 dwelling units and commercial use with a 12-story frontage facing East 14th Street, and an 8-story frontage facing East 13th Street. Since the proposed building would include a fossil fuel-fired heat and hot water system, an analysis of potential future pollutant concentrations from this source was conducted. As presented below, there would be no potential for significant adverse air quality impacts from the proposed project's heat and hot water systems. Therefore, overall, no significant adverse air quality impacts would occur as a result of the proposed project.

B. METHODOLOGY Two analyses were prepared to · assess the potential for air quality impacts associated with emissions from the proposed project's heat and hot water systems, according to the methods described in the CEQR Technical Manual. It was conservatively assumed that the heat and hot water system would utilize No. 2 fuel oil. The main pollutant of concern when burning No. 2 fuel oil is sulfur dioxide (S02). An initial screening analysis was prepared using the methodology for the initial screening of impacts from heat and hot water system described in the CEQR Technical Manual, and further screening was prepared using the EPA approved AERSCREEN model to evaluate potential impacts on concentrations of 1-hour average nitrogen dioxide (N02), 1-hour average concentrations of S02, and 24-hour and annual average concentrations of PM less than 2.5 micrometers in diameter (PM25 ).

Draft H-1 May2, 2016

432 East 14th Street

INITIAL SCREENING

An initial screening analysis was performed using the methodology described in Section 322.1 of Chapter 17 of the CEQR Technical Manual. This methodology determines the threshold of development size below which the action would not have a significant adverse impact for most pollutants and averaging periods. The screening procedure utilizes information regarding the type of fuel to be burned, the maximum development size, and the exhaust stack height to evaluate whether or not a significant impact is possible.

Based on the distance from the development to the nearest building of similar or greater height, if the maximum development size is greater than the threshold size in the CEQR Technical Manual, then there is the potential for significant air quality impacts and a refined dispersion modeling analysis would be required. Otherwise, the source passes the screening analysis.

The nearest building of similar or greater height would be 630 feet from the project site. This is further than the 400 foot maximum screening distance, therefore a distance of 400 feet was chosen in accordance with the guidance provided in the CEQR Technical Manual.

However, since the screening does not address the most recently introduced standards, additional screening was undertaken (see below).

AERSCREEN ANALYSIS

Potential 1-hour N02, 1-hour S02, and 24-hour and annual average PM25 impacts from the proposed project's heat and hot water system's emissions were evaluated using the EPA's AERSCREEN model (version 15181 EPA, 2015). The AERSCREEN model predicts worst-case 1-hour average concentrations downwind from a point, area, or volume source. AERSCREEN generates application-specific worst-case meteorology using representative minimum and maximum ambient air temperatures, and site-specific surface characteristics such as albedo, Bowen ratio, and surface roughness length. 1 The AERSCREEN model was used to calculate worst-case ambient concentrations of criteria pollutants from the proposed project downwind of the stack. Potential 1-hour average N02 and 1-hour average S02 concentrations, added to representative background concentrations in the area, were compared with the National Ambient Air Quality Standards (NAAQS). Potential 24-hour and annual average incremental concentrations of PM25 were compared with PM25 de minimis criteria thresholds defined in the CEQR Technical Manual.

' The model incorporates the Plume Rise Model Enhancements (PRIME) downwash algorithm, which is designed to predict impacts in the "cavity region" (i.e., the area around a structure which, under certain conditions, may affect an exhaust plume, causing a portion of the plume to become entrained in a recirculation region). AERSCREEN applies the PRIME algorithm based on inputs from the Building Input Program for PRIME (BPIPPRM) to provide a detailed analysis of downwash influences on a direction-specific basis. AERSCREEN also incorporates complex terrain algorithms and uses a terrain processor to account for the terrain in the vicinity of the source on a direction-specific basis. ·

1 The albedo is the fraction of the total incident solar radiation reflected by the ground surface. The Bowen ratio is the ratio of the sensible heat flux to the latent (evaporative) heat flux. The surface roughness length is related to the height of obstacles to the wind flow and represents the height at which the mean horizontal wind speed is zero based on a logarithmic profile.

H-2

Attachment H: Air Quality

The AERSCREEN model was run both with and without the influence of building downwash, using urban diffusion coefficients that were based on a review of land-use maps of the area. Other model options were selected based on EPA guidance.

Nitrogen oxides (nitric oxide [NO] and N02, collectively referred to as NOx) are emitted mostly as NO and are transformed to N02 as part of the chemical reactions in the Maximum 1-hour average N02 concentrations were estimated using an N02 to NOx ratio of 0.8. The 0.8 ratio used for the maximum 1-hour concentration is the recommended default ratio per EPA's guidance for N 0 2 modeling. 1

EMISSION RATES AND STACK PARAMETERS

The stack exhaust parameters and emission rates used in the AERSCREEN analysis are presented in Table H-1. Annual emissions rates from the heat and hot water system were calculated based on fuel consumption estimates, using energy use estimates based on the type of development and size of the building ( 166,177 gross square feet [gsf]) as recommended in the CEQR Technical Manual, and applying the EPA's emission factors for No. 2 fuel oil-fired boilers. 2 The short-term emission rates were calculated by scaling the annual emissions to account for a 1 00-day heating season. The exhaust from the heat and hot water system was assumed to be vented through a single stack located on the bulkhead roof of the building at a height of 145 feet above grade (3 feet above the roof). The .exhaust velocity was calculated based on the exhaust flowrate for the boiler capacity estimated using the energy use of the proposed project and EPA's fuel factors3• Assumptions for stack diameter and exhaust temperature for the proposed system were obtained from a survey of boiler exhaust data performed and provided by New York City Department ofEnvironmental Protection (NYCDEP) and were used to calculate the exhaust velocity.

Table H-1 Heat and Hot Water System Stack Parameters and

Emission Rates Stack Parameter Value

Stack Height (feet) 145 Stack Diameter (feet) 1.00 Exhaust Velocity (feet per second) 17.2 Exhaust Temperature{degrees Fahrenheit) 300

Emission Rate (grams/second) NOz (1-hour average) 0.0676 SOz (1-hour averaQe) 0.0008 PMz.s (24-hour average) 0.0064 PM2.s (Annual average) 0.0018

1 EPA. Memorandum: Clarification on the use of AERMOD Dispersion Modeling for Demonstrating Compliance with the N02 National Ambient Air Quality Standard. September 30,2014.

2 EPA. Compilations of Air Pollutant Emission Factors AP-42. Fifth Edition, Volume I, Chapter 1, Section 3. http://www.epa.gov/ttn/chief/ap42. September, 1998.

3 Table 19-2 40 C.F .R Chapter I Subchapter C Part 60

H-3

432 East 14th Street

RECEPTOR LOCATIONS

A receptor is specific location at which concentrations are projected. Receptor information provides the distance from the source, terrain height, and height above ground for selected locations. The screening analysis considered the effect of the proposed project's stationary source emissions on a residential building located at 445 East 14th Street (which is the nearest building with a height above 100 feet above grade, at approximately 130 feet away from the proposed project on the side closest to the receptor building), as well as other adjacent buildings that are three to seven stories shorter than the proposed project (with heights between 50 and 90 feet above grade) that were also considered due to its proximity.

BACKGROUND CONCENTRATIONS

To estimate the maximum expected total N02 and S02 concentrations at a given receptor, the maximum concentration increments predicted from the heating system were added to the corresponding background concentrations (see Table H-2). These background levels represent the 98th and 99th percentile annually of the daily-highest 1-hour -average N02 and S02 concentrations, respectively (these are the statistical forms of the respective standards) that were measured at the nearest New York State Department of Department of Environmental Conservation (NYSDEC) background monitoring station for each of the pollutants. It was conservatively assumed that these high background concentrations occur on all days.

Pollutant Average Period NOz 1-hour SOz 1-hour

PMz.s 24-hour PMz.s Annual

Notes: N/A- Not Applicable

1 1-hour average NAAQS.

Table H-2 Maximum.Backgr.ound.Pollutant_Concentrations

or ea an 0 a er vs em natySIS F H t dH tW t S t A 1 . Background Standard

Location Concentration (1Jg/m3) (1Jg/m3) Queens College, Queens 109 188 \II

Queens College, Queens 37 196 \lJ

PS 19, New York 25.6 6.4 1"1

N/A N/A 0.3

2 24-hour average PM2.s de minimis criterion, not to exceed more than half the difference between the background concentration and the 24-hour standard of 35 1Jg/m3

. 3 de minimis criterion for annual average PM2.s (discrete receptor), not to exceed

The background concentration for annual average PM25 is not used since the criterion for this standard is based on incremental concentrations only, as described above. However, the de minimis criterion for 24-hour average PM25 takes into account the background concentration.

PROBABLE IMP ACTS OF THE PROPOSED PROJECT

INITIAL SCREENING

The results of the simplified screening analysis are presented in Figure H-1. The distance below which impacts might occur on buildings of similar height was determined to be approximately 141 feet. There would be no building of similar height within 400 feet of the project site. Therefore, a distance of 400 feet was chosen in accordance with the guidance provided in the CEQR

H-4

2.29.16

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Distance to nearest building (ft)

Stack Height: 145 ft Distance to Nearest Building of Similar or Greater Height: 400 ft Proposed Maximum SQFA: 166,177 sq. ft Minimum Allowable Distance to Nearest Building: 141ft

432 EAST 14TH STREET Air Quality Screening Figure H-1

Attachment H: Air Quality

Technical Manual. Since annual average S02 is the critical pollutant in this analysis, impacts would also not be expected for the annual average N02, PM10, and CO standards.

AERSCREEN ANALYSIS

The results of the AERSCREEN analysis for 1-hour average N02, 1-hour average S02, and 24-hour and annual average PM2.5 are presented in Table H-3. The projected potential impacts from the proposed project's heat and hot water system on all pollutant concentrations are less than their respective thresholds (NAAQS and de minimis criteria).

Table H-3 3 Maximum Modeled Pollutant Concentrations (J.tg/m ')

Averaging Maximum Modeled Background Total/Incremental Pollutant Period Increment Concentration Concentration Criterion

N02 1-hour 25 109 134 188 so2 1-hour 1 37 38 196

PM2.s 24-hour 1.8 N/A 4.1 4.7(lj Annual 0.08 N/A 0.19 0.3\L)

Notes: N/A- Not Applicable

1 PM2.s 24-hour average de minimis criteria -not to exceed more than half the difference between the background concentration and the 24-hour standard of 35 1Jg/m3. 2 PM2 s annual average de minimis criteria for discrete receptors.

CONCLUSION

Based on the results of both screening analyses, the proposed project' s heat and hot water systems would not result in any significant adverse air quality impacts. *

H-5

Attachment I: Noise

A. INTRODUCTION The proposed project at 432 East 14th Street would not generate sufficient traffic to have the potential to cause a significant noise impact (i.e., it would not result in a doubling of noise passenger car equivalents [Noise PCEs] which would be necessary to cause a 3 dBA increase in noise levels). However, the effects of ambient noise adjacent to the project site (including noise from vehicular traffic) are addressed in the following attachment. The analysis determines the level of building attenuation necessary to ensure that the proposed building's interior noise levels satisfY applicable City Environmental Quality Review (CEQR) interior noise criteria.

B. ACOUSTICS FUNDAMENTALS Sound is a fluctuation in air pressure. Sound pressure levels are measured in units called "decibels" ("dB"). The particular character of the sound that we hear (a whistle compared with a French horn, for example) is determined by the speed, or "frequency," at which the air pressure fluctuates, or "oscillates." Frequency defines the oscillation of sound pressure in terms of cycles per second. One cycle per second is known as 1 Hertz ("Hz"). People 'can hear over a relatively limited range of sound frequencies, generally between 20 Hz and 20,000 Hz, and the human ear does not perceive all frequencies equally well. High frequencies (e.g., a whistle) are more easily discernable and therefore more intrusive than many of the lower frequencies (e.g., the lower notes on the French hom).

"A"-WEIGHTED SOUND LEVEL (DBA)

In order to establish a uniform noise measurement that simulates people's perception of loudness and annoyance, the decibel measurement is weighted to account for those frequencies most audible to the human ear. This is known as the A-weighted sound level, or "dBA," and it is the descriptor of noise levels most often used for community noise. As shown in Table 1-1, the threshold of human hearing is defined as 0 dBA; quiet conditions (as in a library, for example) are approximately 40 dBA; levels between 50 dBA and 70 dBA define the range of noise levels generated by normal daily activity; levels above 70 dBA would be considered noisy, and then loud, intrusive, and deafening as the scale approaches 130 dBA.

In considering these values, it is important to note that the dBA scale is logarithmic, meaning that each increase of 10 dB A describes a doubling of perceived loudness. Thus, the background noise in an office, at 50 dBA, is perceived as twice as loud as a library at 40 dBA. For most people to perceive an increase in noise, it must be at least 3 dBA. At 5 dBA, the change will be readily noticeable.

Draft I-1 May 2, 2016

432 East 14th Street

Table 1-1 Common Noise Levels

Sound Source (dBA) Military jet, air raid siren 130 Amplified rock music 110 Jet takeoff at 500 meters 100 Freight train at 30 meters 95 Train horn at 30 meters 90 Heavy truck at 15 meters 80-90 Busy city street, loud shout 80 Busy traffic intersection 70-80 Highway traffic at 15 meters, train 70 Predominantly industrial area 60 Light car traffic at 15 meters, city or commercial areas, or 50-60 residential areas close to industry Background noise in an office 50 Suburban areas with medium-density transportation 40-50 Public library 40 Soft whisper at 5 meters 30 Threshold of hearing 0 Note: A 10 dBA increase in level appears to double the loudness, and a

10 dBA decrease halves the apparent loudness. Sources: Cowan, James P. Handbook of Environmental Acoustics, Van

Nostrand Reinhold, New York, 1994. Egan, M. David, Architectural Acoustics. McGraw-Hill Book Company, 1988.

SOUND LEVEL DESCRIPTORS

Because the sound pressure level unit of dB A describes a noise level at just one moment and few noises are constant, other ways of describing noise that fluctuates over extended periods have been developed. One way is to describe the fluctuating sound heard over a specific time period as if it had been a steady, unchanging sound. For this condition, a descriptor called the "equivalent sound level," Leq, can be computed. Leq is the constant sound level that, in a given situation and time period (e.g., 1 hour, denoted by Leq(t), or 24 hours, denoted by Leq(24)), conveys the same sound energy as the actual time-varying sound. Statistical sound level descriptors such as L1, L10, L50, L90, and Lx, are used to indicate noise levels that are exceeded 1, 1 0, 50, 90, and x percent of the time, respectively.

The relationship between Leq and levels of exceedance is worth noting. Because Leq is defined in energy rather than straight numerical terms, it is not simply related to the levels of exceedance. If the noise fluctuates little, Leq will be approximately equal to the L50 or the median value. If the noise fluctuates broadly, the Leq will be approximately equal to the L10 value. If extreme fluctuations are present, the Leq will exceed L90 or the background level by 10 or more decibels. Thus the relationship between Leq and the levels of exceedance will depend on the character of the noise. In community noise measurements, it has been observed that the Leq is generally between Lto and Lso.

For purposes of the proposed project, the L10 descriptor has been selected as the noise descriptor to be used in this noise impact evaluation. The 1-hour L10 is the noise descriptor used in the CEQR Technical Manual noise exposure guidelines for CEQR classification.

/-2

Attachment 1: Noise

C. NOISE STANDARDS AND CRITERIA

NEW YORK CEQR NOISE CRITERIA

The CEQR Technical Manual defines attenuation requirements for buildings based on exterior noise level (see Table Recommended noise attenuation values for buildings are designed to maintain interior noise levels of 45 dBA or lower for residential uses and interior noise levels of 50 dBA or lower for commercial uses and are determined based on exterior L1oct) noise levels.

Table 1-2 R eqmre dAtt f VI enua Ion a ues t A h. 0 c I eve A t bl I t . N . L I ccep1a e n enor OISe eves

Marginally Unacceptable Clearly Unacceptable Noise Level With Proposed 70 < l1o :s; 73 73 < l1o :s; 76 76 < l1o :s; 78 78 < l1o :s; 80 80 < l1o Project

(I) (II) (Ill) (IV) AttenuationA 28 dB(A) 31 dB(A) 33 dB(A) 35 dB(A) 36 + (l1o- 80 )8 dB(A) Notes: A The above composite window-wall attenuation requirements are for residential dwellings and community

facility development. Commercial uses would require 5 dB(A) less in each category. All the above

8 categories require a closed window situation and hence an alternate means of ventilation . Required attenuation values increase by 1 dB(A) increments for l1o values greater than 80 dBA.

Source: New York City Department of Environmental Protection.

D. EXISTING NOISE LEVELS Existing noise levels at the project site were measured at two locations. Site 1 was located on East 14th Street between First Avenue and Avenue A, and Site 2 was located on East 13th Street between First Avenue and Avenue A (see Figure I-1).

At the receptor sites, the existing noise levels were measured for a 20-minute period during the three weekday peak periods-AM (7:00AM to 9:00AM), midday (MD) (12:00 PM to 2:00 PM), and PM (4:00 PM to 6:00 PM). Measurements were taken on February 11, 2016 and February 25, 2016.

EQUIPMENT USED DURING NOISE MONITORING

Measurements were performed using a Briiel & Kjrer Sound Level Meter (SLM) Type 2260, a Briiel & Kjrer microphone Type 4189, and a Briiel & Kjrer Sound Level Calibrator Type 4231. The SLM has a valid laboratory calibration within 1 year, as is standard practice. The Briiel & Kjrer SLM is a Type 1 instrument according to ANSI Standard S 1.4-1983 (R2006). The microphone was mounted at a height of approximately five feet above the ground surface on a tripod and at least approximately five feet away from any large reflecting surfaces. The SLM was calibrated before and after readings with a Briiel & Kjrer Type 4231 Sound Level Calibrator using the appropriate adaptor. Measurements were made on the A-scale (dBA). The data were digitally recorded by the sound level meter and displayed at the end of the measurement period in units of dBA. Measured quantities included Leq, L10, L50, L90, and 113 octave band levels. A windscreen was used during all sound measurements except for calibration. All measurement procedures were based on the guidelines outlined in ANSI Standard S1.13-2005.

The results of the existing noise level measurements are summarized in Table I-3. At the receptor site, vehicular traffic was the dominant noise source. Measured levels are relatively low to moderate and reflect the level of vehicular activity on the adjacent roadways. In

I-3

432 East 14th Street

terms of the CEQR criteria, the existing noise levels at Site 1 are in the "marginally unacceptable" category and the existing noise levels at Site 2 are in the "marginally acceptable" category.

Table 1-3 XIS mg OISe eves Ill E . f N . L 1 . dBA

Time Site Location Period Leq l1 l1o Lso Lgo

AM 72.2 80.4 75.2 69.3 64.4 East 14th Street between First Avenue and MD 70.9 79.6 74.0 67.5 62.1

1 Avenue A PM 70.1 79.4 73.2 67.3 60.7 AM 66.8 78.6 69.2 59.3 54.6

East 13th Street between First Avenue and MD 68.1 80.9 68.2 60.7 57.6 2 Avenue A PM 63.9 73.2 68.2 59.7 54.2

Notes: Noise measurements were performed on February 11, 2016 and February 25, 2016.

E. NOISE ATTENUATION MEASURES As shown in Table 1-2, the CEQR Technical Manual has set noise attenuation quantities for buildings based on exterior L1o(t) noise levels in order to maintain interior noise levels of 45 dBA or lower for residential uses and 50 dBA or lower for commercial uses. The results of the building attenuation analysis are summarized in Table 1-4.

Table 1-4 Ul mg CEQR B "ld" Att ellua lOll eqmremell s t" R t

Receptor Site Factade Maximum Measured l1o (in dBA) Attenuation Required (in dBA) 1 North 75.2 31 2 South, East, West 69.2 N/A"

Notes: The CEQR attenuation requirements shown are for residential use; commercial uses would require 5 dBA less attenuation. 2 "N/A" indicates that the L1o value is less than 70 dB(A). The CEQR Technical Manual does not address noise levels this low, therefore there is no minimum attenuation Quidance.

The attenuation of a composite structure is a function of the attenuation provided by each of its component parts and how much of the area is made up of each part. Normally, a building fayade consists of wall, glazing, and any vents or louvers associated with the building mechanical systems in various ratios of area. Currently, the proposed design for the building includes acoustically-rated windows and central air conditioning as an aiternate means of ventilation. The proposed building's fayades, including these elements, would be designed to provide a composite Outdoor-Indoor Transmission Class (OITC) rating' greater than or equal to those listed in above in Table 1-4, along with an alternative means of ventilation in all habitable rooms of the residential units. By adhering to these design specifications, the proposed building will

1 The OITC classification is defined by ASTM International (ASTM £1332) and provides a single-number rating that is used for designing a building fa<;ade including walls, doors, glazing, and combinations thereof. The OITC rating is designed to evaluate building elements by their ability to reduce the overall loudness of ground and air transportation noise.

1-4

1: :I Study Area (400-Foot Boundary)

0 Noise Receptor

432 EAST 14TH STREET

Oc::===:J===:::J200 FEET

Noise Receptor Locations Figure 1-1

Appendix A

' i

Landmarks Preservation Commission

1 Centre Street 9th Floor North New York, NY 10007

ENVIRONMENTAL REVIEW

Project number: BOARD OF STANDARDS AND APPEALS/ LA-CEQR-M Project: Address: 432 EAST 14 STREET, BBL: 1004410023 Date Rece ived: 5/3/2016

[X] No archaeological significance

Comments: ARCHAEOLOGY REVIEW ONLY.

5/10/2016

SIGNATURE DATE Gina Santucci, Environmental Review Coordinator

File Name: 31420_FSO_DNP _05102016.doc

Voice (212)-669-7700 Fax (212)-669-7960 http://nyc.govnandmarks

Parks, Recreation, and Historic Preservation

ANDREW M. CUOMO Governor

April 20, 2015

Mrs. Claudia Cooney Vice President AKRF, Inc.

ROSE HARVEY Commissioner

440 Park Avenue South 7th floor New York, NY 10016

Re: HFA 435 East 13th Street Residential Development 432 East 14th Street, New York, NY 1 0009 15PR01790

Dear Mrs. Cooney:

Thank you for requesting the comments of the Office of Parks, Recreation and Historic \

Preservation (OPRHP). We have reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617).

Based upon this review, it is the New York State Office of Parks, Recreation and Historic Preservation's opinion that your project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places.

If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above.

Sincerely,

Ruth L. Pierpont

Deputy Commissioner for Historic Preservation

Division for Historic Preservation P.O. Box 189, Waterford , New York 12188-0189 • (518) 237-8643 • www.nysparks.com

' C ofO PDF Listing for' Property Pagel ofl

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BOROUGH OF' • THE CITY Of' .NEW YORK

No. 57065' Date a..

CERTIFICATE OF OCCUPANCY (Sbn'd:.nl form ;..9&pte9 l>Y the Boord of St:mdards. :>nd Appc:als '!.l!d issocd to . Section 646' of t\rc' Nc;•· Ycrk Charteri .a.ml. 'S.xtio:ns C2.6-18l.O to C2&IS7.0 Code- Z.1;3>L tQ' Z;1.37. Btitldi!Jg Code)

This cerufle<>:te sripcrsi!des C: O; .No;

"I:o· t},C: O!':Pc:r: 'qr "'':Pi:is of tlic btiil.dmg .or premises!.

THlS that ihe. buiii!lng--:prc•tihcs located at a,. mu; 1Jca1ldills nioc:k 441 Lot 3?

• c61lf!:#>:rts :siibs:b:i:iiti:illy io the :.ppro\•c:il . pi.:ws ;;pc$il<;;ition5. aud t.o the T<:quiratu:nt:s llie buil<iing all other ori.litl:l!itcs, ariii of ·the rules o.f the Board' of Stind- , ..

4lTds a.n_d .. ';)f . . kinil' Uw _. · FDRWI?:R tl1:1t, any pra,'lSions ·of 646)' of Nc.1\c York Charter have been

cmop1lcd .,.;tJ1 '+' !J,r ;, ,tcport of ,tlii: Firt: .Ciiinmfisioncl' to · · · • Consttu:ctfon clas.;)fication.,.:.,; JJ . . .. .. .. .

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fERmlSSIBLE Ost ANt> OCCUPANCY"

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(:ERTIFICATE WILL B.E NUU;, Nl,l:l VOl[) .If ,'\t:;TERp:[) IN ,'\N'J" MANNER·9R APilJTlON$ Al'l'Ei .. MAPETHER!;:TO• ·· ·· ·· ·· ·· · · · · .(l?agc l)

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NO CHANGES OF USE OR OCCUPANCY NOT CONSISTENT WITH THIS .CERTIFICATE SHALL BE MADE UNLES3 FIRST APPROVED BY THE BOROUGH SUPERINTENDENT

Uulcs . .; :m ior the S:lnlC ha.c.; ht.·,:n nh t:tincrl irom Jlw Bur,tJgh S up=-·riHtt:rulent , no c:h ... '"UJJ,!'C or rearrangement in the "itrnclural parts t1f tile lmild ing-. ur :dll"t:liuJ.! the iih-lir ancl n ·ntilatinn nf any part tht..-rcnf, or in the cxir fZIC"iJitics , .slmJJ he n1:1dc: n1) t:nlarg cmc:.nt. \\:hr:thc r hy or. :my :;, ic.Jc t•r IJ.r incrc."l.s in!-: in hciJ::"ht shaH he rnad'-· : nr•r the hi.! irniil '" nrt t.• lot.•ai;;.;,\ ·:,r pn:-i ti,_nt t' • :trH•thc-r : nor .sh:·dl :here

reduct ion or climinutitJn of the an::t t)f the lot or pl•H rHI wltidl tltc building:: is I• •c:at•!•i. ..... -..

The building ,Jr :wy p.'"lrt thcrt:of sh:tll not he u::;C!cl fo r a ny o ther !h:m th:l.t for wh idt ;tis cc.·rtilied.

The superimposed. uniformly di>triln;tccl or CCJil<:cntrat<,d pmdurin;! the s.1.mc siTe.<sc.• in the construction in any .swrr not CXC't:c:d the ih.·c tn:uls un rcn·n . .:· !'ide: the- munht:r t:1f of cirht--r sex ir;r :lnY._!tpry sh .. "\11 not tkll. when .sex in.lit-:lh-d. rwr :-.ltall th«::" IHIIHhl."r

.:.-::: .. .:: .:.·;...1 in ::t.n.i .story cx-:ec.:d the tllt:tl : and thl' tu whid1 any stt•ry rH;ty l.l. put :'hall l•c hl th:lt fixed . by this ccrtifiratc arrpt :t.-: specifically stated. . •.

. _ ... fu rdicn: the ownL"T or owners o; ;m; . . .or pc:r:-;ons in possession Or :conTrol or the· buihTin·g.- or nny part thc::rmf rrom oht:tining :;;uch othc..·r or as m<lY be. !or the use..-; or purpo.o;c.:. for w\:ich the: Uuilt..ling is t.ll..:.!:)igncc.J or intended : n.(•r fn,m oht::.!ning-thc. S{>(.."CiaJ ccrtifiC':\tCS required for the :utd opcr.ttinn of. r.or from the iust:tJ)atil'ln of fire :tb.rnt systems where required loy law; nor frnm wit h :wy lawful <mlcr fo r ad<litiomal fire cx tinl,'llishing appHanccs undLT the disc:-ctionary. powc::rs of rbc: firi: commh•sioncr; nor from cmnplying ·with any Ja·wful order iSOUCd v,.;th the ohjL'Ct of w..:J.in.J.:,_izljng the hL,iJtJinJ: iu :\ S.."l.fc V f" J;'l'"-'fu: COn<Jitif.m : 110r f r<.olll C0111p)yjng witl1 .:till' authorized direction to f'Cfl_lOVC (.."f1L7oachmcnt s into a public hit::hwar or · other puhlic pl:1cc, wht·thcr ;ttachc:d or pan of the: huiJding or not.

If this !s:'TI:lrkcd it is :tppliralok unly It• thoost parts nf the louilding on its and to the kt:al and {">CC1.1p;lnc-y ()J ··mly of lhc 11\lihlir.,;: it is ::tuhjcct to all lhc prov:.Sions nnrl conditions applyintr tn a Ci:!lal or pcrm:em:nt ccrtifie:1 11· : it i:-: nnt :tppliraJ,Jc t,.., :111y hui1Jiug under: tl1c jurisdictit.m of the J)j\.·isi•m • i1 i:-: abo ,,pp•••\'t·d a nd cmJ,,r!'-f"rl ''·' ' rl u:m . anc.l it },c loy a full ccrt iticatc at th;: date ui

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H thi :-: n·rtiric-atc i;-; ior an hnilding-, <·rc:ctc..·d pii••r to ::\J a n: h 1-1. J'l ((,. i:: ha s ltn:n du1y ancl it h."l..S hccn founsl to _ h."l"'C.:.· or arr:mgcd to l1t: c .... pr ic,tr 111 1-'. EHO. £41 W •lcU em the rc.:n:r!'c sitlc. ;tnd that ( lfJ inf•.>rmitti fJil :tnd 1":1id. fh;tl d"llt· lht"n· h:t'> luTrt no altc1.1!!on i1r

to a usc i.hat ch:wg-cd cbssili-ratinn 3$ defined in the Buildi.Jll.( (:r,cJt.-1 •·r rl1:ll W••ulcl ncct:s!'italc ("''mpliaTKC with ...., ., sumc: .. spcc.QJ .rc:quircruc:nt or with the State 1-"lh<.\ r- l-'1.W nr !lnV other law or ,.rrJin:uaC'e: th:tt tlu:n.: ar-c no .·• ,;r in ul . Huihlings ;t thi, titllc: th:.t Sn-ti .. a (,.If) f.' of lhc New York City

Ch:l.Ilcr h:ts lx.:cn c-omplil·cf with. aS ccrtifit:-d a report of tloc Fin: C'umni,..-. ioru:r '" the H•>rout:h Supc.:rlnlt..·ndc.:nt • .. ;. : as is :J;crcd. except ni tlar.: H.•run:.:h S.upcriuiCluJeut. thL· rut and occupancy may be continued.

I .. § 64-6 F . No of .. !'h:tll he for .. enclosure, p1acc or

pn .. ·mises wherein cont;:J.incrs fc;r- cmnhusti1,Jcs. clH!nticals. c.:q•lf).:.;i\'c::. d!ln(!crous suh$bnccs. articles, compounds or nt ixtnrcs arc stCJrcd. or wherein ;1utomatic or mhc:r :tlil:"Tll or fire equipmc:nt rt--quired hy Ja w to he or ;1rc instalJcd, u:1ti l the lire and in!'pcctcd :tnd h:t.S certified his 2ppro\-;U, in writin{! of the inst:Jllation or such nr L't)Uipmc:nt to the-Superintendent of the borou!)h in which the ins!allation has heen made. Snch be recorded on the certffic::1te o£ occ:up."Ulcy."

Addit.lotal of thi• c-mific:sta .,..m lie to h:n·inl' an irrta-t In lb.: bulldiq or Uf">n (l:lpncnl u! .a. {ee o! Shy CC'Uta re'T

; .

- I

Property Profile Overview

432 EAST 14 STREET EAST 13 STREET EAST 14 STREET EAST 14 STREET

435-445 432-438 438 E- 438 E

Browse Block

Page 1 of 1

[3 CLICK HERE TO SIGN UP FOR BUILDINGS NEWS

NYC Department of Buildings

Property Prof ile Overview MANHATTAN 10009

Health Area Census Tract Community Board Buildings on Lot

: 6200 : 34 : 103

BIN# 1006018 Tax Block Tax Lot Condo Vacant

: 441 :23 : NO : NO

View DCP Addresses ... View Zoning Documents View Challenge Results Pre · BIS PA View Certificates of Occup<

Cross Street(s): 1 AVENUE, AVENUE A DOB Special Place Name: DOB Building Remarks: Landmark Status: Special Status: N/A Local Law: NO Loft Law: NO SRO Restricted : NO TA Restricted: NO UB Restricted: NO Environmental Restrictions: N/A Grandfathered Sign: NO Legal Adult Use: NO City Owned: NO Affordable Housing: Yes Additional BINs for Building: NONE

Special District: UNKNOWN ------- - ------ --------This property is not located in an area that may be affected by Tidal Wetlands, Freshwater Wetlands, Coastal Erosion or Special Flood Hazard Area. Click here for more information ·-- - - ----- --- ·-------------- --- - -· Department of Finance Building Classification: Z3-MISCELLANEOUS

Please Note: The Department of Finance's building classification information shows a building's tax status, which may not be the same as th the structure. To determine the legal use of a structure, research the records of the Department of Buildings.

Complaints Violations-DOB Violations-ECB (DOB) Jobs/Filings ARA I LAA Jobs Total Jobs Actions

OR Enter Action Type: [ - .

OR Select from List: Select. .. AND lsho....; ,- - - -- -

- - - ·- -···------·I

Total Open Elevator Records 16 o Electrical Applications 42 3 Permits In-Process /Issued 8 Illuminated Signs Annual Permits

30 1

31 76

y l .• I

Plumbing Inspections Open Plumbing Jobs I Work Types Facades Marquee Annual Permits Boiler Records DEP Boiler Information Crane Infor mation After Hours Variance Permits

If you have any questions please review these Frequently Asked Questions, the Glossary, or call the 311 Citizen Service Center by dialing 311 or (212) NEW YORK outside of New York City.

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DOH Violation Display for 100115LBLVI001628 Page 1 of I

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NYC D.epartment ofBuiidings

008 Violation Display for 100115LBLVI001628 Premise.s: 432 EAST14 STREET MANHArT AN BIN: 1006018' Block 441 Lot: 23

:Issue. o.ate: f0/0112015 Violati.Oli Category: V - ·DOBVIOL.ATION:- ACTIVE Vil)lation'type: LBLVIO- LO\IV PRESSURE BOILER Violation Number: 01628. DevT¢e NOO: Q007627Z- 01 "COMMERCIAL ECBNo,; Infraction Codes.: Description! VIOLATION ISSUE.D FOR FAI.LURE TO FILE ANNUAL, BOILER 2014lNSPECTION REPORT Click.here .to vlew the Civil Penalty Chart

Oispositie>li: Coc:le: inspe.ctor: Comments:

Date:

Jfyou have .any .questions ple(:ISE! review the$e Frequently. Asked Questions, the .Glossary; or c;ali the 311 Citizen Service Center by dialing 311 or (212) NEW YORK .outside of New York City.

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DOB Violation Display forQ90194LL6291,04103

NYC of Buildings DOB Violation Display for Q90194LL629104103

432E;AST 14 STREI::TMANHATTAN

Pagel ofl

BIN: 100.6018 Block: 441 Lot: 23

issue Date:. Violatl611.

09/0th994 Violation Category: V •'DOB VIOLATION- ACTIVE LL6Zn • LOCAL. L,AW62/9l • BOILERS

Violation Number: 04:103 Device No,: '00078272- 0.1-CoMMERCIAL. ECBNo.: lnfi:actlon·· c.odes: Description:

loview the CiviiPenalty Chart;

Oispositioh: code: Pate; lnsp.ector: Comments:

If you any ques!iO.ilS revieW these FrequentlY Asked Questions, lhe Glossarv, .¢r call fh¢ 311 Citizen Service Center · by dialing 311 or (212) NEWYORK outsideofNewYorkCity.

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DOB Violation Display for 082995LL6291 05091 Page 1 of 1

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NYC Department of Buildings

DOB Violation Display for 082995LL6291 05091 Premises: 432 EAST 14 STREET MANHATTAN BIN: 1006018 Block: 441 Lot: 23

Issue Date: 08/29/1995 Violation Category : V- DOB VIOLATION- ACTIVE Vi.olation Type: LL6291 - LOCAL LAW 62/91 - BOILERS Violation Number: 05091 Device No.: 00078272- 01-COMMERCIAL ECB No.: Infraction Codes: Description: Click here to view the Civil Penalty Chart.

Disposition: Code: Date: Inspector: Comments:

If you have any questions please review these Frequently Asked Questions, the Glossary, or call the 311 Citizen Service Center by dialing 311 or (212) NEW YORK outside of New York City .

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ECB Violation Details Page 1 of 1

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NYC Department of Bui ldings

ECB Violat ion Details Premises: 432 EAST 14 STREET MANHATTAN BIN: 1006018 Block: 441 Lot: 23

ECB Violation Summary ECB Violation Number: 35 145612X Severity: CLASS - 1 Penalty Balance Due: $800.00

Respondent Information

Filed At: 432 EAST 14 STREET , MANHATTAN , NY 10009 Community Board: 103

VIOLATION OPEN

Certification Status: NO COMPLIANCE RECORDED Hearing Status: IN VIOLATION

Name: FORCE SERVICES LLC Mailing Address : 28 JOHNSON DRIVE, STONY POINT , NY 10980 License/Registration/Tracking Number:

Violation Details Violation Date: Served Date:

Infraction Codes 106

211

09/28/2015 09/28/2015

Section of Law 27-/28-/BC-MISC

BC 3307.7,27-1021(C)

Specific Violation Condition(s) and Remedy :

GC611697

Violation Type: Inspection Unit:

- - - - --- --- - ---

CONSTRUCTION BEST SQUAD

Standard Description MISCELLANEOUS VIOLATIONS JOB SITE FENCE NOT CONSTRUCTED PURSUANT TO SUBSECTION

BC3307.7 FAILURE TO PROVIDE JOB SITE FENCE WHEN REQUIRED BY THIS CODEAT THE TIME OF MY INSPECTION CONSTRUCTION/DEMOLITION WORK IN PROGRESS.! OBSERVED DEMOLITION WORK IN PROGRESS AND NO 9'HIGH CONSTRUCTION FENC Issuing Inspector ID: 2365 DOB Violation Number: 092815BS03WR03 Issued as Aggravated Level : NO

Dept. of Buildings Compliance History and Events Certification Status: NO COMPLIANCE RECORDED Compliance On:

1 i; ... .::':c c: '"lt· ',..) A v1 ... l ti"nU \,) di• n·1issed y ECB .,,.,, CO!lii! •UE: 10 in .ACTI ·E or "o ·t: n" n C•C8 v ,•;1 <.1:::: pwok )') r,o, i; \o .ilfl ·. -u. e•. jl if ou have paid tho 1 !;,n<:J!ty i1 by EC6.

ECB Hearing Information

ECB Penalty Information Penalty Imposed: Adjustments: Penalty Balance Due:

$800.00 $0.00 $800.00

Amount Paid: $0.00 Court Docket Date: 02/29/2016

If you have any questions please review these Frequently Asked Questions, the Glossary, or call the 311 Citizen Service Center by dialing 311 or (212) NEW YORK outside of New York City .

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Property Profile Overview Page 1 of 1

Bui.ldings (21 CLICK HERE TO SIGN UP FOR BUILDINGS NEWS

NYC Department of Buildings

219 AVENUE A AVENUE A

View DCP Addresses ... -

219-219

Browse Block

Property Prof ile Overview MANHATTAN 10009

Health Area : 6200 Census Tract : 34 Community Board : 103 Buildings on Lot 1

BIN# 1 006021 Tax Block Tax Lot Condo Vacant

:441 :32 : NO :NO

View Zoning Documents View Challenge Results Pre- BIS PA View Certificates of Occup<

Cross Street(s): DOB Special Place Name: DOB Building Remarks: Landmark Status: Local Law: SRO Restricted: UB Restricted:

EAST 13 STREET, EAST 14 STREET

Special Status: NO Loft Law: NO T A Restricted: NO

N/A NO NO

Environmental Restrictions: N/A Grandfathered Sign: NO NO Legal Adult Use: NO City Owned:

Additional BINs for Building: NONE

Special District: UNKNOWN

This property is not located in an area that may be affected by Tidal Wetlands, Freshwater Wetlands, Coastal Erosion or Special Flood Hazard Area. Click here for more information Department of Finance Building Classification: C7-WALK-UP APARTMENT

Please Note: The Department of Finance's building classification information shows a building's tax status, which may not be the same as th the structure. To determine the legal use of a structure, research the records of the Department of Buildings.

Total Open Elevator Records Complaints Violations-DOB Violations-ECB (DOB)

12 1 Electrical Applications 5 2 Permits In-Process /Issued 3 o Illuminated Signs Annual Permits

This property has 2 open DOB "Work Without A Permit" Violations and may be subject to DOB civil penalties upon appl ication for a permit. Jobs/Filings 4 ARA I LAA Jobs 1 Total Jobs Actions

· - - ··- ·-- .... _ 1 OR Enter Action Type: I 1

r- -OR Selec:t __ _

AND

5 16

Plumbing Inspections Open Plum bing Jobs I Work Types Facades Marquee Annual Permits Boiler Records DEP Boiler Information Crane Information After Hours Variance Permits

If you have any questions please review these Frequently Asked Questions, the Glossarv, or call the 311 Citizen Service Center by dialing 311 or (212) NEW YORK outside of New York City.

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bOB Violation. Display for 050202CSIF07YC Page 1 of 1

•it::] CLICK HfiRE to SIGN UP FOR BUILDINGS Nf'\I\IS

NYC Deparlme.,t of lh&ildlngs DOS Violation Display fo.r 050202CSTFll7YC

:Premises: 219 AVJ;NUEA MANHATTAN

·lssue .. bate.: Violation Type: C - CdNSiRLJCilON VIolation STF07YC EC6No.: Infraction Codes: Description:.

Disposition: Code: lMpecfor:. comment$:

Date:

WV -VIOLAtiON WORK WitHOUT Vioiation Category: PERM.IT, ACTIVE

Device No.:

If you have any questions please review theseFrequeritly Asked Questions, the Glossarv, or cCIH the Citiz:en Service Genter by diatrng 311 or (212) 'NEWYORK outside of New YorK City.

.... 5/5/2016·

DQJJ Violation Display for050202CZSTF08YC Pagel of 1

Buildings [J CUCK HERE TO SlGN Ul' fOR BUlLDINGS NEWS

NYC Department of Buildings DOS Violation Display for 05020'2CZSTF08YC

Premises: AVENUE A MANHAtrAN BIN: 1006021 Blockt441 i.,ot: 32

Issue Date: 05/02/2002

Violation Type:· C • CONSTRUCTION Violation Number: ZSTF08YC ECBNo.: Infraction Codes: Description,:

Disposition: Code: Inspector: comments.;

Pate:

· VV\1-VIOLATION WORK WITHOUT Violation .Category: PERMJT • ACfNE

Device No.:

lfyou have any questions please revi'ewth!i!$6Frequenuy AskedQuestions, the Glossary, or call the 311 Citizen Service Genter bydiaHng 311 ,or (212) NEWYORk outside .of New York City,

... 5/512016

C6-l

600 0 600 1200 1600 FEE'T r.-.-.· ______J====::J

0:: w > 0::

SITE_

l '1 I "/

,_ Cl)

<:(

LIJ

ZONING MAP Tt< Nl',W rOill< em· PU".N N"'f'G

Major Zoning Classifications: 111,. _, rx j, r l"i'N{'

H, C .,r M I !r <'. \1 • I • l ·! .. :.t 1. t 1 ,., : ... l! · t d I· 7 ,.,,.,, F "" lut"l.

R

c "[.0 .••• I L 0151· Co

:orr .i<CI·'L c , :r ::. M - :.1/ ,\: i..W J·'}

L_, ... t-O.f

.;,• o· ., .. . ;., , ...., ,..., , , V OO\ l.Oll

'1E0:S) .l<: .''.l

Effective Date(s) of Rezoning: H.: ' I L''M

Special Requirements: For n lo c ! loh \ b ' --:+. .,.• :1 "\1 'OI : "' Ill "'!.o , AP - f .:!"< fe r ::1 :. r: ·1!'.:·1 \ I 1 ··u· r< t• :tl (. • •• A 't c I D rc •. ·J

Olt •) n • 'T'·)p, ;. I

: r 1-''F cw· .. _. {S •: •• • c- •· ' no, •·•j,.

.... '.. · ... \1 . 1'1 • A t.-IJi· · =. 7' 1

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NO:'fF /.Qn .. U\; IVJe r w .... tron,lun .-•l l)lt lN'Ioir1J lrokllll\li!Qfl b.._ r >'lp,

N 0

'11Cl

N n

.. c thl! loft••li ll'!oUOr ulm: ot Of r. OI'IV.o;:;t Ult> Z:lntlg lnformlriOI'I

:212)7 20.3'-"Jt.

,---___:_ ____________________ _ _____ - - ---- ----- ------- - -------------

LOCATION

ZONING MAP

M•Jor Zoning Cla&&tftcattons: II'MI d\eo-{r; tt>ot M ...... cr R, COf M i'"4c:a!u

il'l Ulr l«t or (te

R - RES DEN11AL DISlF.:(l

C - C-011 tA£RCIAI. M - rrs;R;Cl

L..! d l t•kt u in lh lll'l

1t2CNC

Et!ecllve Dote(s) of Rezoning: C !.:1.!1.'

Special Requirements: tor a •if·. 'llt:h l.;tJett to !;..t>' eo·.·ironrroc.,la. AH'l:,t;C:): C. F'c• c lit: of ttl

I'.PPENDI:J D.

mnp. 1ee - .

CIH WJ> A.fi-01-?0I:t !: 1;.·11 .':-6 W/V

""""" 0 8b 8d 9b --12a 12c 13a 12b 12d 13b

L__ L-- 1.__

........................ .., ..... ..

• f;' -.,. ... ... ........ -... , .... ..... ....... : ._ ..

435, EAST 13TH STREET NEW YORK, NY

""""' East 14/h Street Owner LLC 7D81hirdAvenv..Sul!"2600 Nt-w Y<rl.NY10017 TU.: I212)767-C9W FII X.: [212)71.7-C9(;3

OEVa.OI'fll: Mac< REGroup Urban Developers Partners NewYO!k.NYI0019 lfL:!21 2 )7I.7..tJfro fAX.: /JI1) 76M963

IJtCIII7ECI :

SLCEArchitects 13$1lOIIOWI\f t€WYOtt.tf'fl0018 1.212.f19J.«X) f. 212.f1P.Q7 W>NWJictiO"dl.c:orri

0.0.8. N.O. APPUCAliON HJ21192342 -® I-

PROJECT:

435 EAST 13TH STREET

DRA.WINGlTTLE:

ZONING MAP

INYS RA I PE SEAL AND SIGN

BSA CALENDAR NO. SUBJECT SITE ADDRESS APPLICANT ZONING DISTRICT C1-6A SPECIAL/HISTORIC DISTRICT

COMMUNITY BOARD 3

LOT AREA LOT WIDTH

USE GROUP (S)

FA RESIDENTIAL

-

FA COMMUNITY FACILITY FA COMMERCIAL/INDUS T.

FLOOR AREA TOTAL

FAR RESIDENTIAL FAR COMMUNITY FACILI FAR COMMERCIALIINDU

FAR TOTAL

OPEN SPACE OPEN SPACE RATIO

LOT COVERAGE (%)

NO. DWELLING UNITS

GHT IGHT

TY ST.

WALL HEI TOTAL HE NUMBERO F STOR"''"'"

RD &"' FRONTYA

SIDE YARD

SIDE YARD

REARYAR SETBACK

SKY EXP.

"' . LANE( ............ .;;.1

NO. PARKING SPACES LOADING BERTH (S)

OTHER:. ______ _

BSA ZONING ANALYSIS BLOCK _4_41..:._ __

432 East 14th Street Manhattan . Stroock & Stroock & Lavan LLP

PRIOR BSA#

* MAXIMUM MINIMUM LEGAL PER

ZR SECTION PERMITTED REQUIRED C ofO or BSJ EXISTING

23-32 1,700 N/A 25,950 23-32 18 N/A 129.92

32-11 &32-15 N/A 6 6

23-153 103,800 N/A 5,674

33-121 103,800 ' N/A N/A

33-121 51,900 :: 40,000 1,418

103,800 40,000 7,092

23-153 4.0 N/A N/A .

33-121 2.0 N/A N/A

33-121 2.0 1.54 0

4.0 1.54 0

N/A

N/A

23-153 65 100 0

23-22 178 0 0 •

23-662 65'-0" ·,,: 33'-0" 0

23-622 80-0" . 33'-0" 0

. /J/J .. ' 2 0 . ..

0 0

23-46 0 0 0

II -. 23-46 0 0 0

il:,' 532 (RYE) 60'-0" 0 0 v 23-662 10 & 15 0 0

N/A - - -

13-10

36-63

REVISED APRIL 2005

LOT 23 & 32

COMPLIANT: "Y"

IF NOT: "N" and

INDICATE AMT

PROPOSED OVER/UNDER

25,950 y

129.92 y

2&6 y

115,126.8 N

0 y

9,131 y

124,257.8 N -

4.65 N

0 y

0.40 y

5.06 N

y

155 y

124'-0" N

124'-0" N - - ......

12 y

0 y

0 y

0 y 81 '-4" y

0 N

- y

y

y

• In Applicable ZR Section column : For RESIDENTIAL developments in non-residential districts, indicate nearest R district, e.,g., R4/23-141 , and contrast compliance. For COMMERCIAL or MANUFACTURING developments in residential districts, contrast proposed bulk and area elements to current R district requirements, except for parking and loading requirements (contrast to nearest district where use is permitted). For COMMUNITY FACILITY uses in districts where not permitted, contrast to nearest district where permitted. For all applications, attach zoning map and highlight subject site. Be sure that all items noted in the DOB Denial/Objection are included. NOTES: Height and setback waivers are requested for the 14th Street frontage only.

Tax Block Boundary

,)·: . Tax Block Number

-- Tax lot Boundary

50 Tax lot Number

-5&- Condo FKA Tax lot II..Jumber

50.5 Tax Lot Dimension

A50 Air Right Flag/Lot Number

550 Subterranean Right Flag/Lot Number

R REUC Flag

----- Under Water Tax lot Boundary

-·-·- Other Boundary

·t Possession Hook

+1·5 .5 Approximate Tax lot Dimension Mise Miscelaneous Text

Condo Units Range Label 0 Small Tax lot Dimension

Building Footprint Surface Water

..... !!:l Borough Boundary C50 Condo Flag/Condo Nunber

-- Project Site

--- -- Study Area Boundary (400' from Project Site Center)

--- Zoning District Boundary

R7-2 Zoning District

!1222 I Block Number

@ LotNumber

110 Street Address

'w Lot Frontage/Depth

ur Building Height/Number of Stories

0 Photograph View Direction and Reference Number

BUILDING TYPE

MD Multiple Dwelling

R Retail

LAND USE

1==:1 Residential

- Commercial Residential/Commercial

1==:1 Institutional/Community

1==:1 Open Space/Park Land

Parking

Radius Diagram/Land Use Map 435 E 13TH · 432 E 14TH ST

C1-7A:

UJ

·R7A

13

/ /

/

/. /.

,/· MD

/ / .

..... . ----------------------

- - Iilli / ·, :; R7-2

..... . - -,_ ..... - 0 ' ·,

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M MD '

t·---------------------------7 --------- --- - - - ---------------------· ------- ----- --- - l ··············--- _____ .)._ .. ___________ - ------

---- ----- --------- - ---- --- -1 '- ---------- --\

(

I I &l ' l l 50' t I I I I §!

0 SCALE 1 inch = 100 feet

E 16 ST

E 15 ST

; ;

i; i ' l i

i l ! l

\ ___ _

li: / j j i :, I I :' I I !' ll t \ ! - I_ . , - I --- ·

I ;I I

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\ \

\ \

\

/ /

1 AVE LOOP

/ /

/

, /

/

----------

.... .... ' '

! i

E 14 ST

__

/ /

/ /

/

' ' ' \ .......... \

/ /

/

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I I

.. .' ' ' ' . /

' E12ST ., . ' ', r "' ', //

-....-; ....... i ....... '"! ........ ___________ ..,.-:""

E 11 ST

c:::J Project Site 1: :1 Study Area (400-Foot Boundary)

6 Photograph View Direction and Reference Number

432 EAST 14TH STREET

0 200 FEET

Key to Photographs Figure 1

..; Cl) .c c; ,...

w N (") oo:t

432 E. 14th St./435 E. 13th St. 2

AKRF, Inc. 440 Park Avenue South New York, NY 10016 April 29,2016

Cii .c -(") ,...

w N M ..,

432 E. 14th St./435 E. 13th St. 4

..

AKRF. Inc . 440 Park Avenue South New York, NY 10016 April 29,2016

Lt')

(i) .c -M ,...

Permit Num ber: 122119233-01-DM

Address: MANHATTAN 432 EAST 14TH STREET

Description of Work.:

---- -----------------------------------------·-·----------- --------

..

Issued: 08/24/2015 Expires: 06/08/2016

Issued to: CHARLES SPINELLA Business: FORCE SERVICES LLC Contractor No: GC-611697

FULL DEMOLITION - FULL DEMOLITION OF TWO STORY STRUCTURE, USING MECHANICAL MEANS.

Review is requested under Building Code: 2008 SITE FILL: ON--SITE

To see a Zoning Diagram (ZD1) or to challenge a zoning approval filed as part of a New Building application or Alteration application fi led after 7/13/2009, please use "My Community" on the Buildings Department web site at www.nyc.gov/buildings.

Emergency Telephone Day or Night: 311

Borough Commissioner : Commissioner of Buildings: c::j1.L Tampering with or knowingly making a false entry in or falsely altering this permit is a crime that is punishable by a fine,

OP-35A (5/1 0)

. ..

435 East 13th Street New York, N.Y.

BSA GN-001 COVER-DRAWING LIST BSA Z-101 ZONING MAP BSA Z-1 02 PLOT PLAN BSA Z-1 03 SITE PLAN BSA Z-104 ZONING CALCULATIONS (PROPOSED CONDITIONS) BSA Z-1 05 FLOOR AREA SCHEDULE BSA Z-106 DWELLING UNIT COUNT BSA Z-1 07 BUILDING SECTIONS BSA A-001 STREET VIEW CONFORMING (AS OF RIGHT) CONDITION BSA A-002 STREET VIEW PROPOSED CONDITION BSA A-003 STREET CONTEXT CONFORMING (AS OF RIGHT) CONDITION BSA A-004 SITE DIAGRAM CONFORMING (AS OF RIGHT) CONDITION BSA A-005 SITE DIAGRAM PROPOSED CONDITION BSA A-100 CELLAR CONFORMING/PROPOSED CONDITION BSA A-ll 0 1ST FLOOR CONFORMING/PROPOSED CONDITION BSA A-120 2ND FLOOR CONFORMING/PROPOSED CONDITION BSA A-130 3RD FLOOR CONFORMING/PROPOSED CONDITION BSA A-170 7TH-12TH FLOOR (PARTIAL NORTH) PROPOSED CONDITION BSA A-190 MAIN ROOF SOUTH BUILDING CONFORMING/PROPOSED CONDITION BSA A-191 MAIN ROOF NORTH BUILDING BSA A-200 NORTH ELEVATION 14TH STREET CONFORMING (AS OF RIGHT) BSA A-201 NORTH ELEVATION 14TH STREET PROPOSED CONDITION BSA A-202 SOUTH ELEVATION 13TH STREET CONFORMING/PROPOSED CONDITION

435 EAST 13TH STREET NEW YORK. NY

OW NEll:

East 14th Street Owner LLC 708 Third Avenue. Sune 2800 NewYori<. NY 10017 TEL: (212)767.1J960 FAX.: 12121 767.{)963

OEVaOPEll: Mack RE Group Urban Developers Partners 1776 Broadway. Sune 606 New Yori<. NY 10019 TEL: (212) 767.1J960 FAX.: 1212) 767.{)963

ARCHITECT:

SLCBArchitects 1359 BROADWAY NEW YORK. NY 10018 T. 212.979.8<00 f .212.979.8387 www..slcearch.com

1).1.0>2016 SSA fi.JNG No: Dofe: Revision:

0.0.8. N.B. APPLICATION #1211

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

COVER-DRAWING LIST

600 I

1200 1800 FEET I I

. ..------ SITE LOCATION

t .!!9!1:. l'fiiEE'BP<ItnE...,...,..QWC31: e IIAPMOR T:>8Eo:MNGEP:ICTI\E tfrllc.D!R'TQI..QQIJ.TEZCMCiP$tteCT .,._ ..

ZONING MAP

Major Zoning Classifications: lht: rrJn.:.rer(b) uo:./J ' ;utler{s) tl:ol or R. CorM Uistrl :t Nca1!s

bulk ond other control: os des-:riDM1 in the of

R - RES DENTIAL DISTF!oCl

C - C0fi MERCIAl

1 5PECIAI. G 51RIC1

L__l i h ..,;;,t.ln t!'le sh:dc:! tr:o t;r·Glct ttv.: tpccicl p.r,cx d s:t•lcl cs in lt-e te::::t c/ lni Lonlrtq

: ...... : ARCA(:i) <CZCNC

El'fedlVe Date(s) of Rezoning: C ZMW

Special Requirements: tor o 'io. Jf lets s.;tJect to Ci:.. t.; -i cndronmc.,toi rcqulf\:.mcr.:s,

C. rc• C lis: \Ott. St:bjecl to '' ()" restric tive

D. For Housing dc:r.igr.otoc: nrcon ru'l ti': i5 mnp. see AF:::)[N:) I)t -.

CITY IJAP CHANGE(S)' I> fi-0 1 -?OU 1:'·1F6 WIV

N

M/oP KEY 0 8b 8d 9b

--12a 12c 13a 12b 12d 13b

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Third A venue. Suite 2800 New Yoric NY 10017 TU.: (212) 767.(1960 FA X.: (212) 767-{)963

OEVROPER: Mack REGroup Urban Developers Partners 1776 B<oadwoy. SuHe 606 New Yoric NY 10019 TEL.: (212) 767.(1960 FAX.: (212) 767.(1963

ARCHilECl:

SLCEArchitects 13$&ROADWAY NEW YORK. NY 10018

f. 212.979.8387 wwwJiceorch.com

BSARN:; No: Date: Revision:

D.D.S. N.B. APPLICATION #1211

PROJECT:

435 EAST 13TH STREET

DRAWINGmLE:

ZONING MAP

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Thild Avenue. Suite 2800 New York. NY 10017 TEL.: (2121 767-(11/IJ FAX.: (2121 76HJ963

OEVB.OPER:

Mock RE Group Urban Developers Partners 177 6 Broodwcy. Svi1e 606 New York. NY 10019 TEL.: (2121 767-(1111) FAX.: (2121 767.0963

ARCil!IECl :

SLCEArchitects 1359 &ROADWAY '-lWYORK. NY 10018 T.212.979.&.100 f. 212.979.8387 www.*:eorch.com

OSllS-2016 BSA flt«; No: Dote: Revision:

D.O.B. N.B. APPLICATION #1211

PROJECT:

435 EAST 13TH STREET

ORA WING TITlE:

PLOT PLAN

EAST 14TH STREET

mr f . • . L ·

I I I · I I I I I I I I I I I I I

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708lhird Avenue. Suite 2800 New York. NY 10017 lEL: (2121 767.()91/J FAX.: (2121 767.()963

DEVB.OPER: Mack RE Group Urban Developers Partners 177 6 Broadway. Suite 606 New York, NY 10019 lEl.: (2121 767.()91/J FAX.: (2121 767.0963

ARCHITECl :

SLCEArchitects 1359 BROADWAY NEW YORK. NY 10018 T.212.979.8«Xl F. 212.9:1Y.8387 www.stcearth.com

Q5.05.l016 BSA fUIG No: Dale: ReriPon:

D.O.B. N.B. APPUCATION #121192342 -®I-

PROJECT:

..l_u ]' f'lll 3?- "V

435 EAST 13TH STREET

ORA WING mLE:

SITE PLAN

ZONING CALCULATIONS & NOTES

APPUCABLE SECTION

MAP 12c

22.00

BLOCK: 441 LOT: 23 = 23.539.5 SF. LOT: 32 = 2.41 0.5 SF TOTAL= 25.950.0 SF

1. ZONING DISTRICT

CI.OA R7-A EQU!V ALENT

2.l01 AREA : 25.950 SF (l0123 & LOT 32)

3. USED PERMITTED USE GROUP 1-14.16,17

4. USES PROVIDED USE GROUP 6 ·COMMERCIAL USE GROUP 2 ·RESIDENTIAL (QUALm' HOUSING)

5. EXISTING USES USE GROUP 6 • COMMEROAL USE USE GROUP 2 • RESIDENTIAL USE

6. FLOOR AREA PERMI11ED A. FAR PERMITTED

HAR

B. FLOOR AREA PERMITTED AS Of RIGHT TOTAL LOT AREA x (4) 25,950 SF x (4) = 103.800SF EXISTING BUILDING = 5.672 SF (1.418.4 SF x 4Fl) ·RESIDENTIAl EXISTING BUILDING = 1,418SF {1.418.4 SF x 1Fl) · COMMERCIAL

103,800 SF· 7.092 SF (EXISTING BLDG) = 96.708 SF PERMITTED FAR = 96.708 SF

7. FLOOR AREA PROPOSED (NEW BUILDING)

RESIDENTIAL: 115,126.81 SF COMMERCIAL: 9,131.00Sf

TOTAL: 124.257.81 ( F.A.R. 4.78 NEW DEVELOPMENT)

L .. TOTAl 124.257.81 SF+ SF F.A.R. 5.06

8. DENSITY A. DWELLING UNIT fACTOR R7A EQUIVALENT: 680 B. MAXIMUM RESIDENTIAL FLOOR AREA PERMITTED IN R7A EQUIVALENT ZONE (SITE SPE(IWIC)

I. MAX FA R7 A ZONE: 115,127 S.F. + 5.641 EXISTING= 120.801 S.F.

C. MAXIMUM DWEWNG UN!IS PERMITTED: 120.801 SF I 680 = 178 DU'S

D. DWELLING UN!IS PROPOSED: 155 UNITS+ 11 EXISTING (LOT 32)= 166 < 178 = COMPLIES

A A A A A

9. YARD REGULATIONS REQUIRED REAR YARD FOR RESIDENTIAL BEGINS AT HEIG!ir OF DWEWNG UNITS WlTH LEGAL WINDOWS FACING THE REAR YARD.

REQUIRED REAR YARD EQUIVALENT: lHROUGH LOT: AN OPEN AREA WITH MIN. 60'.

REAR YARD FOR ZONING LOlS Vn!H MULTIPLE REAR YARD UNES: ADDITIONAL 30'

WHERE REAR LOT LINE COINCIDES WITH REAR LOT LINE OF ADJOINING ZONING LOT.

-V'"V DORMERS:: DORMER WIDTH NOT10 EXCEED 60% OF STREET WALL.

\ (NO DORMER PROPOSED J

.A. . .b. THAN 55' -- ·-12. LOT COVERAGE

COVBIAGf.

COMPLIES SEE SHEET Z-103

COMPLIES SEE SHEET Z-103 SITE PLAN

COMPUES SEE SHEET Z-103

23-145 12. LOT COVERAGE

65% LOT COVERAGE ..

v- .......... 13 HEIGHT AND REGULATIONS

' ( 35-23 R7A EQUIVALENT, HEIG!ir AND SETBACK TO COMPLY AS PER ZR 35-24.

' ' ( ( '

35-24 35-65

MIN. BASE HEIGHT: <10', MAX. BASE HEIGHT: 65'. MAX. BUILDING HEIGHT: 80' {AJPERMIITED OB$nUCT10N AS PER ZR 33-42. DORMERS AS PER ZR 23-021 (CJ IIJ. "VARIANCE REQUESTED FOR 14TH STREET {WIDE STREET! {B)STREET WALL: MIN. 70%NOT LESS !HANS' FROM STREET UNE, WITH HEIGHT OF MIN. BASE HEIGHT.

(CJ SETBACK: AT A HEIGHT BETWEEN MIN. & MAX BASE HEIGHT: 10' FRONTING WIDE STREET, 15' FRONTING NARROW STREET. HEICHl: l'o'J< BlDG, •• VARIANCE REQUESTED FOR WH STREET

SEE SHEET Z-107

25-811 15. BICYCLE PARKING-All BICYCLE PARKING SPACES ARE ENCLOSED WITH SIGNAGE AS REQUIRED· 1 SPACE PER EVERY 2 D.U. "131/2=66REQ 60 BICYCLES PARKING SPACES PROVIDED • REFER TO APPROVED ZRD 1 CONTROL No. 39373 DATED 4/21/15 ) 25-85

1 flOOR AREA EXEMPTION: IS SF Of ZFA FOR EACH BICY. PARKING· N/ASTORAGE II CELLAR 36-7l BICYCLE PARKING FOR GENERAL RETAIL: 1 PER IO.<XXl SF.· N/A RETAIL TOTAL 8.655 SF )

......

26-41

35-011 35-10

35-31

35-33

35-34

A. REQUIRED LOADING NONE REQUIRED: NEW COMMEROAL USE LESS THAN 25.000 SF COMPUES.

17. STREET TREE PLANTING REGULATIONS ONE (1 J TREE, NEW OR EXISTING, PER EVERY 25 FEET OF STREET FRONTAGE

13TH STREET = 130.00'/25 = 5 TREES 5 NEW TREES PROPOSED WH STREET = 102.92'/25 = HREES I EXISTING TREE 3 RESllTUTION AVENUE A = 28.0S'/25 = !TREE 1 NEW TREE PROPOSED STREET TREES REQUIRED 10 TREES

TO BE DETERMINED BY NEW YORK DEPARTMENT Of PARKS AND RECREATION

18. EN'IIRONMENTAL CONDIT10N5 Al l WINDOWS ARE TO BE DOLIBlf.<;WED WITH dBA (SIC) RATINGS AS FOLLOWS:

ZONING lESOLUTION FOR MIX IUTLDINGS IN COMMUCIAL DISTRICTS.

C1.0A RESIDENTIAL PORTION SHALL COMPLY WITH GUAUTY HOUSING. RESIDENTIAL PORTION SHALL COMPLY WITH ART. 2. COMMERQAL PORTION WITH ART. 3. EXCEPT AS OTHERWISE PROVDED UNDER ARI. 3. CHAPTER 5 FOR MIXED BUILDING IN COMMERCIAL ZONE.

FAR: COMMERCIAL AS PER ART. 3 .C3, RESIDENTIAL AS PER ART. 2 .C3. TOTAL NOT TO EXCEED THE GREATEST. FA AND LOT COVERAGE TO BE THE RESIDENTIAL PORlKJN ONLY. OS LOCATION: UPON ROOF OF NON-RESDENTIAL PORTION. ZR 3.5-<10 DENSITY FACTOR FOR RESIDENTIAL FA ONLY.

COMPUES-SEE Z-101

( QUIJJTY HOUSING

( 2&-12 SUE OF DU: MIN o400 SF. (REQUIRED) • 452 SF (PROVIDED! SMALLEST UNij

26-23 REFUSE STORAGE: FOR BLDG WITH MORE THAN 9 DU: MIN. 12 SF DEDUCn8LE FA

}

(

26-22 WINDOWS TO BE DOUBLE GLAZED.

FLOOR WITH MIN 3' DIMENSION. (REQUIRED) Ml' (PROVIDED) ) \ 28-31 RECREA110N SPACE: MIN. 3.3'X. OF ZFA. t .. 115.126 SF x = 3.!mSF (REGUIREDI J ( 28-41 CORRIDOR ZFA DEDUCTIBLE IF# OF DU LESS THAN II EACH FL. )

MAXIMUM No. Of UNITS 10 (PROVllEDJ 2ND-6TH Fl. )

435 EAST 13TH STREET NEW YORK. NY

OWNER:

East 14th Street Owner LLC 708 Third Avenue. Svile 2800 NewYOII:, NY 10017 TEL: {2121 767-()960 FAX.: 12121 767-()963

OfVBOPER: Mack RE Group Urbal") Developers Partners 177 6 Broodway, Sulle 606 New YO<!<. NY 10019 TEL.: {2121 767-()960 FAX.: 12121 767-()963

ARCHilECT:

SLCEArchitects 1359 BROADWAY NEW NY 10018 1.212.979.8400 F. 212.979.8387 www.slcearch.com

()5.(JS.2016 BSA FlUNG No: Dole: ReYislon:

0.0.8. N 8. APPLICATION #121192342 -®,-

PROJECT:

435 EAST 13TH STREET

DRAWING l!TLE:

ZONING CALCULATIONS (PROPOSED CONDITION)

ZONING FLOOR AREA CALCULATIONS 435 EAST 13TH STREET NEW YORK, NY

Floor Area Schedule C1·6A OWNfR:

Floor Use Gross FA Mech.Deduc. Open to below Quality Housing Zoning FA East 14th Street Owner LLC 708 Third Avenue, Suite 2600 (SF} (SF) (SF} (SF) (SF) New Yorl<. NY 10017 TEL.: (212) 767.(]960 FAX.: (212) 767.()963 CELLAR ACC.RESJMECH 22,881.00 0.00 0.00 DEVElOPER:

·1ST FLOOR 9,131.00 Mock RE Group COMMERCIAL 9,131.00 Urban Developers Partners 177 6 Broadway. Suite 606 New Yorl:. NY 10019 RESIDENTIAL 9,549.00 271.20 389.58 1,724.00 7,164.22 TEL: (2121767.(]960 fAX.: (2121 767.0963

TOTAL 18,680.00 16,295.22 ARCHnECT:

2ND FLOOR RESIDENTIAL 14,271.00 265.00 12,562.79 SLCEArchitects 1,443.21 1359 BROADWAY NEW YORK. NY 10018 3RD FLOOR RESiDENTIAL 14,271.00 265.00 1. 212.979.&400 1,443.21 12,562.79 F. 212.971.8387 www.sk:eorch.com

4TH FLOOR RESIDENTIAL 14,271.00 265.00 1L443.21 12,562.79 5TH FLOOR RESIDENTIAL 14,271;00 265.00 1,443.21 12,562.79 6TH FLOOR RESIDENTIAL 14,271.00 265.00 1,443.21 12,562.79 7TH FLOOR RESIDENTIAL 12,891.00 187.00 1,357.35 11,346.65 8TH FLOOR RESIDENTIAL 12,891.00 94.00 1,357.35 11,439.65 9TH FLOOR RESIDENTIAL 6,134.00 93.46 602.08 5,438.46 10th FLOOR RESIDENTIAL 6,134.00 93.46 602.08 5,438.46 BSA flUNG

No: Oo1e: Revision:

11th FLOOR RESIDENTIAL 6,134.00 93.46 602.08 5,438.46 D.O.B. N.B. APPLICATION #121192342 -® ,-12th FLOOR RESIDENTIAL 6,134.00 93.46 602.08 5,438.46 MAIN ROOFISOUTH BUILDING MECHANICAL 2,243.00 1,634.50 0.00 608.50

ROOF IBLKHD/EMR MECHANICAL 700.00 700.00 0.00 0.00

TOTAL COMMERCIAL 9,131.00 TOTAL RESIDENTIAL 115,126.81 PROJECT:

BUILDING TOTAL 166,177.00 4,585.54 0.00 12,339.07 124,257.81 435 EAST 13TH STREET

DRAWING TITLE:

FLOOR AREA SCHEDULE

lroTAL NEW BUILDtNG GROSS {JKCLUDING CELLAR) I 166,1771 SEAl& - ,. I ,ROICI No: 201<.<7

HY:

BSAZ-105 1 CADD f!Lf No:

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Third A venue. Suite 2800 New Yori:, NY 10017

AND QUAUTY HOUSING DEDUCTION SCHEDULE TEL.: (2121 767.{)9f:tl FAX.: (2121 767.{)963

DEVELOPER:

STAIR RECREATION SF. CORRIDOR TOTAL SF Mack RE Group REFUSE ROOM Urban Developers Partners

FLOOR No. OF D.U.'s Sec.28·24 sec28·31 . SF. DEDUCTIBLE DEDUCTIBLE 1776 Broadway. Suite 606 New Yori:. NY 10019 SF. TEL.: (212) 767.{)9f:tl

Sec.28-41 FAX.: (2121 767-1!963

SOUTH NORTH M1-6/R10 SOUTH SOUTH M1-6/R10 Wing A·B ARCHITECT :

SLCBArchitects BUILDING BUILDING SOUTH/NORTH NORTH SOUTH-NORTH Zone 13.59 &ROADWAY

NEW YORk. NY 10018

CELLAR - - - 0 - - F.212.979.8387 www.sk:eorch.com

1 5 - 12 0 1,352.00 360.00 1,724.00 2 10 8 24 0 - 1,419.21 1,443.21 3 10 8 24 0 - 1,419.21 1,443.21 4 10 8 24 0 1,419.21 1,443.21 5 10 ' 8 24 0 1,419.21 1,443.21 6 10 8 24 0 1,419.21 1,443.21 7 6 8 24 0 1,333.35 1,357.35 8 6 8 24 0 - 1,333.35 1,357.35

BSA flli\IG 9 - 8 12 0 1,333.35 1,345.35 Nc: Oote: Revision:

10 - 8 12 0 1,333.35 1,345.35 00.8. N.B. APPLICATION #121192342

11 - 8 12 0 1,333.35 1,345.35 12 - 8 12 0 1,333.35 1,345.35

MECH/Roof - - - 0 - - -EMR/Roof - - - - . - -

ROOF - - - - - - . TOTALS 67 88

155 228 15,456.15 17,036.15 PROJECT;

435 EAST 13TH STREET

DRAWING TITLE:

DWELLING UNIT COUNT

SEAL&

e LI'IO.ECTHo: 201W

j'OfCW)&Y: ----

BSA Z-106 fCADO FilENo:

81'-6"

-- -------· --- - --· -· ·-- - --

6 RESIDENTIAL

5 RESIDEN11AL

4 RESIDENTIAL

3 RESIDEN11AL

2 RESIDENTIAL

COMMERCIAL

COMMERCIAL

NORlH BUILDING COMPUANT (AS OF iRIGHTJ

CONDmON

·.,:-

3 RESIDENTIAL

2 RESIDENTIAL

COMMERCIAL

·,_··:

do MAIN ROOF !i:;;;;;z;;;:cm;iiiiiiizijl-j-1 V T.O.S. EL 1007'-11 3/4"

RETAIL

NORTH BUILDING PROPOSED CONDffiON

"co I

FLOOR , T.O.S. EL. 938-3 3

FLOOR , T.O.S EL. 928-7 3

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Third Avenue. Suite 2800 New York, NY 10017 TEL: 1212) 767.()960 FAX.: )212) 767.{)963

OEYaOPER: Mack RE Group Urban Developers Partners 1776 Broadway. Suite 606 New York, NY 10019 TEL. : )212) 767.()960 FAX.: 1212) 767.{)963

ARCHITECT:

SLCEArchitects 1359 BROADWAY NEWYORJ:. NY 10018 I. 212.979.8«Xl F.212.979.8387 www.slceorch.com

OS<IS-2016 liSA flJNG No: Dole: Re<lsion:

D.O.B. N.B. APPUCA110N #121192342 -®I-

PROJECT:

435 EAST 13TH STREET

DRAWING mLE:

BUILDING SECTIONS

------

..

..

.. ..

... ..

.. ..

..

..

.. .. ... .. ... .. ... ... ... .. .. ... .. ..

..

...

.... ' .. /

J ;

.....

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Third A venue. Suite 2800 New York. NY 10017 TEL: (212) 767-0960 FAX.: (212) 767-{)963

DEVB.Of'ER:

Mock RE Group Urban Developers Partners 1776 Broadway. Suite 606 New York. NY 10019 TEL: (21 2) 767-0960 FAX.: (212) 767-0963

ARCHflfCI:

SLCEArchitects 1359 BROADWAY lEW YOtU:. NY 10018 T.212.979.8«Xl f. 212.979.8387 www.51ceorch.com

05$-2016 liSA fUIG No: Date: Revisk>1:

0.0.8. N.B. APPLICATION #121192342 -®,-

PROJECl:

435 EAST 13TH STREET

DRAWING mLE:

STREET VIEW CONFORMING (AS OF RIGHT) CONDITIONS

.. ..

.. ..

'

..

.... ..

.. ..

..

..

....

.....

.. ... , _

.. . ..

... ..

.. .. ,

..

....

.. .. ,. .. .. . .. "

.,..,,, .... ,

"' ..

.. -...

" ..

.. ... ..

... .. .. . ... ... . .. . ...

' /

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 7081hkd Avenue. Suile 2800 New Yorl<. NY 10017 TEL: (212) 767-'J911J FAX.: (212) 767.()963

OEVaOFER: Mock RE Group Urban Developers Partners 1776 Broadway. Suile 606 New Yor1<. NY 10019 TEL: (212) 767-'J911J FAX.: (212) 767-()963

ARCHilfCT:

SLCEArchitects 1359BROAOWAY NEW YORK. NY 10016 T.212.979.8400 F.212.979.8387 www.sJceOtCh..com

No: Date: Revision:

D.O.B. N.B. APPLICATION #1211

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

STREET VIEW PROPOSED CONDITION

0 25'

25' 50'

100'

100'

STREET CONTEXT PROPOSED CONDITIONS

STREET CONTEXT CONFORMING (AS OF RIGHT) CONDITION

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 7081hird Avenue, Suite 2800 New York. NY 10017 TEL.: (212) 767.()960 FAX.: (212) 767-{1963

OEVELOI'ER: Mack RE Group Urban Developers Partners 1776 Broadway. Suite 606 New York. NY 10019 TEL.: (212) 767.()960 FAX.: (212) 767.()963

ARCHITECT:

SLCEArchitects 1359 BROADWAY l-EW YORI:, NY 10018 T. 212.979.8.o:J F.212.979.B387 www..sSceach.com

No: Date: Revision:

0.0.8. N.B. APPLICATION #121192342 -® I-

PROJECT:

435 EAST 13TH STREET

DRAWING IDLE:

STREET CONTEXT CONFORMING (AS OF RIGHT) CONDITIONS

+ 224'

+ 185'

+ 143'

+167'

+ 192'

+ 186'

;_--::r.. ' • ; -; .. - • • " ' - ·::

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Third Avenue. Sul1e 2800 New Yorl<. NY 10017 TEL: (212) 76Hfi61J FAX.: (212) 767-1l963

DEVElOPER: Mack REGroup Urban Developers Partners 177 6 Broadway. Suite 606 New Yorl<, NY 10019 TEL: (212) 767-1l961J FAX.: (212) 767-Q963

ARCHIIECI :

SLCEArchitects 1359 BROADWAY NEW YQRI(, NY 10018 T. 212.979.8400 F.212.979.8387 www.skeorch.com

05-05-2016 SSA fliNG No: Oole: Revision:

D.O.B. N.B. APPLICATION #121192342 -®I-

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

SITE DIAGRAM CONFORMING (AS OF RIGHT) CONDITIONS

+ 224'

+ '185' +250'

+ 143"

+167'

+

+ 141"-31m

+ 186'

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Third Avenue, Suite 2800 New Yoric. NY 10017 TEL.: (2121 76HJ960 FAX.: (2121 767-0963

O€Vfi.OPER: Mock RE Group Urban Developers Partners 1776 Broodwoy. SuHe 606 New Yorl:, NY 10019 TEL.: (2121 767-0960 FAX.: (21 21 767-0963

ARCH!I£CT:

SLCEArchitects 1359 BROAOWAY NEW YQRI(. NY 10018 T.212.979.8<00 F. 212.979.8387 www.slcearch.com

No: Dote: Revision:

0.0.8. N.B. APPLICATION #121192342

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

SITE DIAGRAM PROPOSED CONDITIONS

B STORY MCTAL AND STUCCO IIOIUMMC

I STORY

I STORY

STORY SRJCK AND STUCCO

'"""'ll!TYLk "" MAT

MAT TjiiAT 11. 4'-a....,• lowtllMtRrTAI.

7.7Sl$f. USABI.EAR!A:7,$62Y.

W MAT

"""".ooM

1J$AJlEAAEA:17219'.

I STORY IRICK AND CONCI!O£ 8I.OCI(

I STORY BRICK

S STORY BRICK

I STORY lllilctc

0' 5' 10' 20' 40'

435 EAST 13TH STREET NEW YORK. NY

OWNEl!:

East 14th Street Owner LLC 708 Third Avenue. Suite 2800 New yen_ NY 10017 TEL: (2121 76].{19/IJ FAX.: (212) 767.{)963

00/B.OPER: Mock RE Group Urban Developers Partners 177 6 Broadway, SuHe 606 New Y<n. NY 10019 TEL: (2121 767.{)9/IJ fAX.: (212) 767.{)963

ARCHITECT :

SLCEArchitects 1359 !ROADWAY

NY 10018 1.212.97f.uxl f.212.979.8387 www.sk:eOich.com

!SAFIUNG No: Dale: R-:

D.O.B. N.B. APPLICATION #121192342 -®,-PROJECT:

435 EAST 13TH STREET

DRAWING IDLE:

CELLAR CONFORMING /PROPOSED CONDmONS

... Iilli

... m a ... ......

.-... ... sr.

.. 1.'1

Il

19.

.... m

I

17.78

NOTE: INTERIOR LAYOUT OF APARTMENTS AND All EXITS SHALL BE AS APPROVED BY DOB

---20' 40'

435 EAST 13TH STREET NEW YORK, NY

OWNER:

Eas1 14th Street Owner LLC 708 Third Avenue. Suiie 2800 New YOiic. NY 10017 TEL.: 1212) 767.{)9/IJ F.O.X.: 1212) 767.{)963

oevaOPEi: Mack: RE Group Urban Developers Partners 1776 Broadway. SuHe IIJ6 New YOiic. NY 10019 TEL: (212) 767.{)9/IJ F.O.X.: 1212) 767.{)963

ARCHITECT :

SLCEArchitects 13598l10...0W.O.Y NEW YORK. NY 10018 T. 212.979.&400 F. 212.979.8387 www.>lceon:h.com

OS4lS-l016 BSMUlG

No: Date: -

0.0.8. N.B. APPLICATION #121192342 -®,-PROJECT:

435 EAST 13TH STREET

DRAWING IDLE:

1ST FLOOR CONFORMING /PROPOSED CONDITIONS

0'

NORTH BUILDING

SOUTH BUILDING

NOTE: INTERIOR LAYOUT OF APARTMENTS AND All EXITS SHALL BE AS APPROVED BY 008

5' 10' 20' 40'

435 EAST 13TH STREET NEW YORK, NY

OWNfll:

East 14th Street Owner LLC 708 Third Avenue. Suite 2800 New Yori:, NY 10017 TEL.: (212) 767-<fi/JJ FAX.: (212) 767-<fi63

DEVElOPER: Mock REGroup Urban Developers Partners 177 6 Broadway. Svlte IJJ6 New Yori:. NY 10019 TEL.: [212) 767-<fi/JJ FAX.: [212) 767-<fi63

ARCHilECT:

SLCEArchitects 13591ROADWAY NEW YOI!K. NY 10018 T.212.979UXJ F.212.979.8387

BSA fliNG No: Dole: Re'""":

D.O.B. N.B. APPLICATION #121192342 NOR!HAIIIOW Scote: ®

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

SECOND FLOOR CONFORMING /PROPOSED CONDITIONS

No:

BSAA-120

COl!IRTY ARO NOT SHOWN FOR CLARITY

NORTH BUILDING

SOUTH BUILDING

NOTE: INTERIOR LAYOUT OF APARTMENTS AND All EXITS SHAll BE APPROVED BY DOB

40'

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Thtrd Avenue, Suite 2800 New York, NY 10017 TEL: 1212) 767.{)9(/J FAX.: 1212) 767.{)963

DEVEl.OPER: Mack RE Group Urban Developers Partners 177 6 l!<oodwoy, Suffe 606 New York. NY 10019 TEL: 1212) 767.(19(/J FAX.: 1212) 767.JY/63

ARCHiltCl:

SLCEArchitects 1359 aROAOWAY NEW YORK. NY 10018 T.212.979,8.l00 F. 212.979.8387 WWN.skeorch.eom

BSA FlaiG No: Cote: ReWion:

D.O.B. N.B. APPLICATION #1211 Scale:

PROJECT:

j_u_ 1'-0" 16-

435 EAST 13TH STREET

DRAWING IDLE:

THIRD THRU SIXTH FLOORS CONFORMING /PROPOSED CONDITIONS

0' 5' 10' 20' 40'

NOTE: INTERIOR LAYOUT OF EXITS SHALL BE />S APF,ROVIID

435 EAST 13TH STREET NEW YORK, NY

OW!ti:

Easl 141h Slreel Owner LLC 708 Third Avenue. Suite 2800 New Yorl<. NY 10017 TEL: {212) 767.{)960 FAX.: (2t2) 767.{)963

OEVB.OPER: Mack RE Group Urban Developers Partners 177 6 Broadway. Suite 606 New Yorl:. NY 10019 TEL: {212) 767.{)960 FAX.: {2t2) 767.{)963

AACHOECT:

SLCEArchitects 1359 BROADWAY NEWYORUIY 10018 1. 212.979.8«)() F. 212.979.8387 www.stc:eorch.com

liSA fl.)jG No: Dote: Revision:

D.O.B. N.B. APPLICATION #1211 Scole:

PROJECT:

16- -

435 EAST 13TH STREET

DRAWING TITLE:

7TH-12TH fl(PARTIAL-NORTH) PROPOSED CONDITIONS

435 EAST 13TH STREET NEW YORK. NY

OWNER:

East 14th Street Owner LLC 706 Thl"d Avenue. Suite 2800 New YO<f<, NY 10017 TEL.: (212) 7 67-o9W FAX.: (212}767-o963

OEVB.OPER: Mock RE Group Urban Developers Partners ln6Broodway, Suffe W6 New Yoric. NY TEL: (212)767-o9W FAX.: (212)767-o963

ARCH'IECT :

SLCEArchitects 1359 &ROADWAY NEW YORK. NY 10018 l. 212.979,8j()() F. 212.979.8387 www.slcearch.com

()5{).;-2016 IISAflltofG No: Dote: Revbfon:

D.O.B. N.B. APPLICATION. #121192342 -®I-

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

MAIN ROOF-SOUTH BUILDING CONFORMING /PROPOSED CONDITIONS

MAIN ROOF-NORTH BUILDING PROPOSED CONDITION

MAIN ROOF-NORTH BUILDING CONFORMING (AS OF RIGHT) CONDITION

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Th<d Avenue. Suite :iaoo New Yorl:. NY 10017 TEL.: (212)767-()960 FAX.: (212)767-{)963

DEVElO!'fR;

Mack RE Group Urban Developers Partners 1776 Broadway, Suite 606 New Y<rt. NY 10019 TEL: (212) 767-{)960 FAX.: (2121 767-{)963

ARCHil<CT :

SLCEArchitects 1359 BROADWAY NEW YORK. NY 10018 1. 212.979.&400 F. 212.979.8387 www .lie each. com

(15.05.2016 SSA FlUNG Nc: Dote: ReY!Ilon:

0.0.8. N.B. APPLICATION #1211 Stole:

PROJECT:

'"-]' 0" f6- -

435 EAST 13TH STREET

DRAWING ffilE:

MAIN ROOF-NORTH BUILDING

w z ":J

L

ROOF T.O.S. El. 111-11

T.O.S. El. 102-11

ROOf T.O.S. El. 93-11

FLOOR, , T.O.S. El. 62-11

fLOOR T.O.S. U. 4J-7

fLOOR T.O.S. EL. 33-11

435 EAST 13TH STREET NEW YORK, NY

OWNER:

East 14th Street Owner LLC 708 Thi"d Avenue, Suite 2800 New Yonc. NY 10017 TEL.: (212) 767-09/IJ FAX.: (212) 767-0963

Mack RE Group Urban Developers Partners 177 6 !loodway, Sulle IIJ6 New Yonc, NY 10019 TEL; (212) 767-09/IJ FAX.: (212) 767-0963

ARCHITECT:

SLCEArchitects 1359 IROADWAY NEW YORK, NY 10018 I. 212.979.8400 F. 212.979.8387 wwwJk:eorctu:orn

No: Dote: ReYI!Ion:

D.O.B. N.B. APPLICATION #1 211

PROJECT:

435 EAST 13TH STREET

DRAWING TITLE:

NORTH ELEVATION 14TH STREET CONFORMING {AS OF RIGHT)

[,

I;

0.

lOTH FLOOR ------.r.oT1T.-1i1'=3'---

FLOOR ------ v r.oT1nor::y---

BRICI<

6TH FLOOR [L-72'=7•---

/

4TH FLOOR ----__ .,_()5:£L- 53'=3·---

435 EAST 13TH STREET NEW YORK, NY

OWN61:

East 14th Street Owner LLC 706 Third Avenue, Suite 2800 New Yorf<, NY 10017 TEL: (212) FAX.: (212) 767.fR63

DEVROPER: Mack RE Group Urban Developers Partners 1n6Broodway, Suite 606 New YOO. NY 10019 TEL: (212) 767-fRIJ) FAX.: (212) 767.fR63

ARCHITECT:

SLCEArchitects 1359 BROADWAY NEW YORt NY 10018 T.212.979.B«l0 F. 212.979.8387 www.slceach.com

liSAfllNG No: Dote: ReWion:

0.0.8. N.B. APPLICATION #121

PROJECT:

435 EAST 13TH STREET

DRAWING mLE:

NORTH ElEVATION 14TH STREET PROPOSED CONDITION

L

435 EAST 13TH STREET NEW YORK, NY

OwNER:

East 14th Street Owner LLC 708 Thl'd Avenue, Suite 2800 New YO!!:. NY 10017 lB..: (212)767.{1/i/J FAX.: (212) 767.{1163

DEVElOPER: Mack RE Group Urban Developers Partners In 6 Broadway, Sulte 606 New YO!!:. NY 10019 !El.: (212) 767.{1/i/J FAX.: (212) 767.{1163

ARCHITECT:

SLCEArchitects t359 BROADWAY NEW YORK, NY 10018 I. 2!2.979.&400 F.212.979.8387 www.slcecvch.com

liSA RUNG No: Dote: Revblon:

D.O.B. N.B. APPLICATION ff1211

PROJECT:

435 EAST 13TH STREET

DRAWING TITlE:

SOUTH ELEVATION 13TH STREET CONFORMING/PROPOSED CONDITION

432 East 14th Street UST.OF AFFECTED PROPERTY OWNERS

BLOCK405

Lot 7 Tri-Luck.Realty Corp. LuckReq.lty Corp.

128 E. Broadway Unit 1132 New York, NY 10002-9025

Lot 8 Lucky Jab Realty Corp. P.o .• Box 1132 New York,. NY 10002-'0914

Lot 9 Hetrick Norma 502 East 12 Street New York:, NY 10009

and P.O.Box7Tl Chappaqua, NY 10514-0711

ULOCK406

Lot 1 Avenue A Comer Owner LLC c/o Dalan Management Associate L34 W. 25th Street, Fl2 New York, N'¥10001-7409

Lot2 Avenue A. Corner Owner LLC c/o. D.ahm.Ma11agement Associate 134 W. 25th Street, Fl2 New NY 10001-7 409

Lot3 198 Ave, AMGMNT Corp, 198AvenueA New York, NY 10009-3401

Lot 4 200 Ave. A Ltd J"."&NYRealty; LLC

NY 7.61779S7vl

200 Park:Avenue.S.? Ste 914 NewYotk; NY 10003.,1509

1

Lot 5 Sweeters, Christine 202AvenueA New York, :NY

Lot 6 Housing PreserVation & Develop111ent 100 Gold St. Lbby 3 New York, NY 10038

and 204AvenueA New York,. NY 10009

Lot 7 206 Ave, A Assocs. 44E. $.2nd .St. Rrn<900 New York, NY 10016-$$05

Lot 8 208 Avenue A. Asso:cs 44 E. Rm .900 New York, NY 10016-55'05

Lot 9 506 East 13 LLC

Lot 11

Lotl2

.Lot 13

Lot 14

Lotl5

l\IY 76l77.987vl

c/o Abraham Greenberg 506 E. 13th St. New York, NY i0009-3537

Btu-Sal Realty Inc. 78 Belfield Avenue Staten Island, NY 10312

Cris(!Ji Realty lnc. 9720 l$6th Aven@ Howard Beach, NY

514 East 13 Street HO. 5J 4f' East l3 Street New York NY 10009 '• .... , .. _, . . . .. ..... . . . . . '·'· .....

Vilage KF 516 East 13th LLC The Kushner Apt. 69.6 :Fifth .. Ave;m,Ie, 15 · · New NY 10103

Vilage KF 516 East 13th L.LC The Kushner Companies, Apt 666 FifthAvenue, 15 New NY 10103.

2

Lot 16

Lot 17

Lot 56.

Lot 57

Lot 58

Lot5.9

Lot60

Lot61

Lot62

Lot 63

Parks and Recreation (General) Arsenal West 16 VI. 9lst Street New York, NY 10023

Parks and Recreation (General) Arsenal West 16 W, 6lst Str¢et New York, NY 10023

James Oymin Tom 218 Avenue B. Apt 1 NGw York;. NY 10009-3397

LLC 515B . .12th Street New York. NY 10009'"3827

Housing Ptese:rvation. &. Development 100 Gold St. Lbby 3 New York, NY 10038

lVIG!lSil Realty Cooper :Sqt1are Realty 622 3rd Avenue New York, NY 10017,($707

Titan Enterprises; LLC 7$47 67th 'Rd. Middle NY 11$79-:2842.

507 East Twelfth Owners Corp. 829 Midland Avenue Yo:nkers, NY .10704-'1010

Avenue A. Comer Owner LLC c/o Dalan Management Associate 134 W. 25th Street! Fl2 New York NY 10001.;7409 .. :. · . . . ... . , .

Avenve· A Comer O"''ner L:r.,e olo :Oalan Ma:lxagement 134 V!. 25th Street,. Fl2 New York. NY lOOOV7409

3

Lot 1 (Nil</ A Lots 1001-1019)

Lot3 (N!KJA LotslOOl-1003}

Lot5

Lot6

Lot a

Lot 18

Lot .52

Lot 54

NY. 7ql77987vl

BLOCK407

Del Estes Village· I Condominium 503-509 East 13th Street atk/a 210 A New York; NY 10009 ATTN: MANAGING AGENT

214.-216 Avenu.e A Condominium 2J 4-216Avenue A New York, NY 10009 ATTN: MANAG-ING AGENT

218A. LLC 2J8AvenueA New York; NY 10009·-341 o 220 A Partners, A. Liroiteci Liability Company .. . .

220 W. 14th Street, Apt.lB New York, NY fOOl L-"7222

50() Ea$t 14th Street J"'L-C 400 East 14th Street inc. 1185 Avenue oftheAmericas, FL 10 NewY ork, NY

520 East 14 LLC S.?O Hast 14 LL.C 3$0 E. 13th sh,eet NewYork, NY

NAR Apartments 1$. Ra.bunsld

630 3r<:I: Ave, Fl ;2l NY 10017,-$731

Rivpin HDFG 5l5E. 13th St., Apt7 New York, ·NY 10009

5.13 East 13-th Street. Realty 513 East 13th St. New York, NY 10009..-3502

4

LotlO

Lot 17

Lot26

Lot28

Lot30

Lot 1

Lot3

Lot.4

Lot .5

1Uoek439

DCAS/Depart.ruent ofEducation 52 Chambers St. Lbby 1 New York, NY 10007

DCAS/Department of Education 52 Chrunbers St. Lbby l

York, NY 10007

181 Avenue A, LLG clo Steiner NYC, LLC 15 Washington Avenue Brooklyn, NY 11205

Village JV 191-193 Avenue A LLC c/o The Kushner Companies 666 Fifth Avenue Apt l$th Floor New York, NY 10103

189 Avenue A LLC 53 18 New Utrecht Avenue Brooklyn, NY ll2J9,.4U9

BLOCK440

200 First Avenue Associates, Jakobsen Properties; LLC U WaverlyPL New York, NY 10003;.6722

PERSAM ZOZ LLC 96 Knickbocker Avep;ue Brooklyn, NY 1123 7

407 CoJ:i(iominium C/0 K. c/o And-rews 13uJ;lding Corp. 666 BroAdway ·· ·· NewYork, .NY

The 206 Condomit1itm1 206 First Avenue New York, .NY 10009 ATIN: MANAGlNG AGENT

Lot6

Lot 7

Lot 8

LotH

Lot 12

Lot 14

Lot 18

Lot 19

Lot21

Lot23

20& First Ave. LLC

New Y ork, 1\TY 10009-3705

SuboticLLC 8662 Midland Parkway Jamaica; NY 11432-3042

214 First Realty Corp. 377 Park Ave. S.. F13 New York, NY 10016 .. 8807

406 Properties tLC 406 E. 13th. Street New York; NY 10009..;3735

Ruth Lakofski Robin Middleton; 408 E. 13th Street New York, NY 10009-373:5

M & .. 41{) East 13th St 410 E. 13th Street New York . NY 10009;3704 .. ,. - -· -- -- .. ....... .

M&.E410E.l3 St LLC 41.6 E, 13th Street New Y ode. :NY 1 0009.:3713

Isidoros, Michalos, 3406 Broadway Longi$htnd City, NY .11106 ... 1196

424 East Assets, 424 E. 13th St New York, 1\¥ 10009.:3715

Lafontaine, Clifford Lafontaine, Barbara 428 E. 13th St. NewYo.rk, NY 10009,..3735

Harris Steven Fia:rrisl3emke $72;5l:I¢nry lfuP.sc;>n Parkway Bronx, NY 10463-15.:27 ··

6

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Lot24

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LotJO

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Lot34

NY 76J77987v l

M & E432E. l3th 432 E. 13th St. New York, NY

Bridgeton Amirian 436 LLC 220 5th Avenue, Rm 1301 New Yo:rk, NY 10001-7108

KC3-438"-440 East 13th Street, LLC 438 East 13th St. New York, NY 10009-3 757

East l3th Street, LLC 666 5th Avenue New York, NY 101 Ol-0001

B 'd A...,.' • 4 . LLC n . gcton p.lll1rnm .. ··· · .• · • 220 5th Avenue, Rm. 1301 NewYotk,NY

444 E.aost D LLC .Goldmark PropertY Mm1aogement 215 Park Avenue s." F,l o .. New York, NY 10003·1624

446-48 East 13 Street P, 0 Box 15()1 New York, NY 10009·.:$906

H.S.A. Properties Inc. 207 Avenue A New NY .1 0009 .. 3474

205 Avenue A, Realty LLC ICON RealtyMGMT 419 Lafayette St El 5 New NY 10003.:7033

New York Equity Fund .:2004 LLC New Yoxk Equity Fund 2006 LLC LESPMHA, Inc .•. 228R3tdSt. New York, NY 10009 .. 7584

7

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Lot35

LotJ6

Lot38

Lot40

Lot42

Lot43 (N!KJA Lots 1201, 1213}

!,ot44

Lot46 ('N/K/ALots 1$01-1310)

Lot47

NY 76I77987vt

201 Ave. A Corp 145 E. Houston St. Apt SA New York, 1\TY 10002-1048

199 Ave. A. LLC 199 Ave. A. LLC 350 :E. 13th St. NewYork,.NY iOoOl-5804

441 Hast. 12 LLC 3$0 E. l3th St. NewYork,NY 10003-5804

1:2th Street'Rea1ty Richard Albert 2$3 32nd St., New York, NY 10016 .. 6336

Village JV 435 East 12th LLC c/o the K\lShner Companies 666 Fifth Apt 15th Fl. New York, NY 101()3

The. Alphanumerical Dwellings Condomi:nitml 431-433 East 12th Street New York, NY 10009 AtTN: MAN'AGJNG AGBN1

Owner/Agent 429 East 12th Street New ¥ ork, NY

42 7 .E.ast 12th StryetCon:dOI1linium 427 East 12th Street New York, NY 10009 · ATTN: MANAGlNGAGENT

425 East LLC 12417 Metropolitan Ave, Kew Gardens, NY 1.14l.5-27ll

8

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Lot 55 (NJK/ALots llOl-1127)

423 East 12th Street 423 B. 12th St. New York, NY10009,.4037 Cherney Realty Inc. 421 E. 12thSt. New York, 1-,iy 10009-4085

LESPMF!A Housing Developrrtent Fund Corporation 228 E. 3td St New York; NY 10009-7584

Adeia 3 W. 102ndStApt. B New NY 10025-47'86

415 p, 1.2 l:Io:usfu:g Development Fund Corporation 415 E. l2.th St. . New York, NY 10009-4073

413 East 12 LLC 413 East 12 LLC 3SO· E .. l3th. St. New York, NY 10003-5804

4U E.. 12th St.. 411 E. 12th St. New York, NY 10009-4027

The 407 Cond,ominium 407 East 12th Street New York, NY 10009

BLOCKA4l

Lot l 2l8 First Avenue Associates, LLC 9$ Cutt.etnJ.ill Ste 390 GreatNeck, NYUQ2l-3008

Lot2 220FirstAvenueRealtyCot:p,

NY 76l'71.9S7\fl

220 lst Ave., Apt. QFC A New Yotk, NY 10009;34 7.6

Lot3

Lot 4& 106 (Lots 1001-1042)

Lot9 (NIK!A Lots UOt-1110}

LOt 10

Lot 12

Lot 16

Lot 17 (NIK/A Lqts 1201-1297)

Lotl9

NY 76J779&7·Y·l.

SEYS GROUP, LLC 1050 2 Ave., Apt. S. 75 New Yqrk, NY 10022

The Crossings (CondominiUJ.n) 224 First Avenue New York, NY 10009

and 22 8 First Avenue New York, NY 10009

and 232 First Aveuu:e New York, NY 10009 ATTN: MANAGING AGENT

404 Co.ndomh1ium 404 Bast. 14th Street a/k:/a405 East 13th Street New Yqrk, J\.-ry' 10009 ATTN:. MANAGJNQ.AGENT

Ch. Of Immaculate Cnce 414 E. 14th St. New York, NY 10009'-'3443

Ch, Qfirnmac.ulate CnGe 406E.14thSt. NewYork, NY 10009

Sawpol,LLC 25311 oOth St. Flushing, NY 113S8,fQZ8

A .Huilding Condominium 445 Eai.t 13th Street New York.l\iY 10009 ······· ·· ··. ..,, ' "' ' ' " ·' ... . ...... .

ATTN: MANAGING AGENT

422 East 14 Stre.et AssociatiQn LLC Ja.kO:bsOil Properties, LLC l l Waverly Pl. New York., NY 10003-6722

EV DynastyLLC 220: W •.. 14th St New York, NY

lO

Lot20

Lot23

DIBI A P .. Associates c/o Edward M . Teitelbaum, P ,C, 66 Route 17 'North Suite soo Paramus, NJ 0765.2

(SlTE)

East 14th Street Owners LLC c/o Beneson Capital Partners 7083tdAve,

Lot29

Lot.li

Lot32

Lot.33

Lot35

New York, l'\1Y 10017-4201

Pattwin East Realty Corp. Knickerbocker Stat P.O. Box485 New York, NY 10002-0485

221 Avenue A,. LLC Martin BaUltlrind 20.1 Clinton St Brool$:1)11, NY 11201-6767

219 Ave. A NYC LLC 1 Sinclair Dr, GreatNeck,NY

2l5"-2l7 A. LLC 31 Fisllerrnans Dr. Port NY 11050-1733

Village JV 211 Avenue A. LLC 2H Aven:11e A.. New·York, NY 10.QQ9-34J3

Sus.an. Duly Swom, and Says: That the Foxegoing Names and Were Obtained from The New Y .... ork CityD¢JH:\.li:ment · . . · :nau.ce, Offirl.ce ····· . .the

Ctty Register dated May 2,_ May 3, and May 4; 2016, ' . .·. ·· .. · · · . . . . .. · ... <: > . . .

u NY 7 6 I?7981vl

STATE OF NEW YORK ) ) ss.:

COUNTYOFNEWYORK )

On the k!1 day ofMay 2014, before nw, the undersigned, personally appeared Susan Shaw. personally known tome orprovedto m:e on the basis of satisfactory evidence to he the individual whose name is subscribed to the within instrument and acknowledged to me that she executed fb:e same in capacity, and that hy her signature on the instnll'l!l;ent, the individua1,. or the person upon b·ehalf ofwhich the .individual acted, executed the instrtunent

12 NY .. 76l779l37vl

ot yPlihli ··•· . · ·

MICuA.e·L·.. . . . .· .. ,.,.. · ··. . . ... ,. .. · J .. GIAQLJINTO

Notary Pub!«;• ofNew York ... N,o. 01GI46652Ei5 . . · · . , c " . . omroJ!ISJon g