Document KRoVEM7G6ddLQ9mYO2XeQZ4RX

PROGRAM OF THE WILLIAMSBURG PROJECT Prepared by the NEW YORK CITY HODSING AUTHORITY Technical Division December 24, 1934 2 THE SITE The 12 block project is bounded by Maujer Street (north), Bushwick Avenue (west), Scholes Street (south) and Leonard Street (east). Ten Eyck Street and Stagg Street are to be closed between Bushwick Avenue and Leonard Streets.(1) A new school is to be built on Scholcs Street be tween Humboldt Street and Graham Avenues on a site 400' x 300* which site includes playground under the control and jurisdiction of the school.(2) The Extension School on Bushwick Avenue between Ten Eyck and Stagg Streets on a plot 100' x 200' is to re main undisturbed until the completion of the new school when its equipment will be removed to a school adjacent to the site, the old structures demolished and replaced by a group of stores or market. (1) For justification of this site see:Memo #1, March 24, 1934, to PWA from the NYC Housing Authority Memo #11, March 28, 1934, as above Memo #IV, May 5, 1934, as above Memo #V, July 31, 1934, as above (2) See Appendix I - "Educational Facilities adjacent to /i;rWilliamsburg Project". f /------ P LO ? 0 S [ D & Uh D; A. w- ALIAS ---------------- --|--|-------!----------------------- >--- r -frr^-------.---* ----------------- f--|--------------- >---------------- 5------ 1-- r i :::i i - M A U J /<_ 1 i 1 ij 1 S 1 ` ' 1_______ 'K: AML BLDG. A LEA -A- BLDG. ALIA B' 5LDG.AL.IA C BLDG. A LEA O' ( 4.00*720> 2.68.000f (100*110)* Z O&OOO* ( 400*140)* 94.060 * ( 400* 720 V 266.000 * * j emmsi *0 js<*> QOoQ X-o* pv SUMMAtr SJ JOMMAZ.Y ** * : iI DLOCU-. BLOCfLJ: 2793 50 2 4 i 3033 2714 K. 3025 3034 \t AHA Z AQOOQ/a.ft AJUA ZAQOOOJqfr * - X CLOUD ZTUITJ c l o /l d /rum (60*400) Z* A 6.000 Jq.fr i: (60*400)2* 46000 Ju ft *00.C714t0"*j .f060t*OaClt101BJ000..0000000rt*qu&irooof1 PJLL.LOCHOOUITE 1--* (400*450)* i 91.000* /UMHAfLY 5L0C99C001/3*.5G* --j AUA \<bQOOO/tft CLO/LD /TUB TJ. (U*iOO)t(b*lM) suoco/tfr TOTAL m.OOOAh SUMMALY 5L0CLJ 27*6 3027 303G AUA 2iaOOOJ9.fr CLO/LD JTU17J -3 ( 60*400) 2* 46000 J+f r ; j //TOTAL ZdSOQOJgh TOTAL ZQQOOO/eft. ^^AtCf TCN0H StTt EOUAL TOTAL ZQbOOOIqfi *<s| TO AUA OF CLO/CP JTLtlU IN FUiJtCT s < j 5:U+0*400>B* \9U90fiff Q S C HOLES ~S T * * - 4- -4>------------------------------%------------------------ -A ------------------------*---------------------------------------- --A-- ..... JVMMALY 1A_____________________ Ik. BUILDING A LEA 160,000 PAULi SCHOOL SITE IUOOO* NET PROJECT ALLA 1,152,000 * ALLA Of UNCLOSED STLEITS INCLUDING 7l OF BOUNDING JTLIETJ 506.600 * TOTAL GLOSS ALLA FOIL. FULFOSE OF CALCULATING DENSITY OF POPULATION (IBTO`. TOO) 1*55.600* 22. 04 ACLIS 4. 4 1 " 16 4 5 ACLES 7.0 4 3 5.4*1 ACLLS . t i.ii: iTTTTT'i mu NAUTM9 ALIA/ wvifjM/314.9 nsj u t mu n ntcuin] 4*1 At 1 otur*ULii> J>6 .. ril 1 IffT" - I4MC4L Nish YORK CITY HOUSING AUTHORITY 3 THE SITE (Continued) Sub-Surface Conditions and Elevations of Project (1) The nap of Sub-Surface Conditions contains all the facts available from the sources noted. The Office of the Borough President of Brooklyn is engaged in working out the changes in ser vice lines involved in the closing of Ten Eyck and Stagg Streets. No important utilities lie within these streets. (2) The map showing the elevations of yards and cellar bottoms with reference to curbs discloses that if the entire area of twelve blocks, includ ing streets to be closed /--ere graded to 7/arped planes following the pitch of oxistinr curbs such warped planes would lie approximately 7" below present curbs. (3) Cross Section, showing elevation of cellar bottoms, yards, etc., with reference to the curb have been prepared for the entire area. - ,*V* 2vl' ? rt-r?,-f::-a > y yy'mm ........... 5 4 DISTRIBUTION OF POPULATION 1I7ITHIN THE AREA (1) An attached chart gives the distribution of apartments by rentals paid, number of rooms occupied and number of persons in apartments within the 16 block area as originally surveyed. The distribution vithin tha 12 block project may b:- assumed as the same as in the 16 blocks. (2) A second chart gives the distribution as above for typical low rental areas of Manhattan and Brooklyn. I**. M 'i.rK : iu -iy * 1 1 1 1 -* : A p M rta c n '. | ' l 4i t . lif. * y j r u t - . ! ; 1a!*t i;r it :*uoii.sj J o c u p iin e y C o m p ile ! fro m *V1l s u rv e yf j ! C'j I+ 'mM * J n lv ^ r: -y M i'^ ln * * 0** le n t 111 in M u M y -J u n e k k , 1334. 1b No. o f 1 i t. i ; Io is to tci *1 1.... i: If* ! -- ! iv V V i cw *-4! . p*i i ^ jJ _!!!**I!ii ' .........../I -i ! .i* i *"; olj --; 4-4j :i! : . p. 1, *1 1 ^<1 I 1 ....1 1 t ! i* J nj !* ; o j *H! 1 --? t: i. iv . -i : 1M :i1: 'J... i ft tp c.. t>< eO CcL i, o p. oi V p. Pj o " r-r- m a < u 4) > X CM o to c .n cn ft cm CD ; ; : i -- -. :---------------------------; 1~ ; : p^; c m! ! c m{ !i * | }......{ . . i ____;____:____:___1____ tr1 ^1 I 01 ll : : : !.i ;rr^ Pj j Si<1 . 11 1 1: : : l !- ____L1I-_--_-_--i11_--_-_--_--!____1____i___oai_j___--_:____ r. H . J j^ i ; toj 1 jl 0* ej ! ____i____.____1____ j j 4-1 H Ol c m| ; 1* | :;i ; % !!! : ! 1.1 ; S ____l____!____!_________ CM 1 --! e* p.tj ^r| j 1 jj ; i j: . " " ! rf pj Pj r** H w; ; <3- I i ! ' j}: '-4 i i j 1 'r 1 i- H 1 j Pjj 01: , - ____i____1____:____1____!____i____!____1__ i 1 ; 1 :...1.- :5 M ft fr pj > p 0i pj p si * S<0i 4-* *7 0 to in pj Ooob CXI to e* ; ; ; ; i : ! M P> toj p1 0 CM 1 P-; i < .w ____1____!____!____!____\____:____ !j ; :i ; Pj *Hi --4 ! I ____i____i____:____!____;____i____i____ O tr M n o < u if o > O o o mf--4 Si in *T j; i $ ! .* -i -- .1, rrjo; - *) !t 1 !:;!; 1!i i 1 ` i : w! - l <e ! !! i! i 112 j 1 -..] -.... aij to, oj t'j ____1___.____1_____.____ ____,____1____i__ : i . i ",l i ;; =i; i ^ w i --, t>.\ 'T, >n| --! .v) P-V-|4 -- i '. ` J co! *H ] to p-! 0 *' ; -i !! p; ; r` p.i cn; m : . . . . .-i^ '*. ; *.; -.i cj ocv|j; O rr ry . i mi ::i!::::! s>`, .Mj SI p-; :ji h 'i 0 4- --4 to pj ff pj , ii* .j ____;____i____!____:____:___:_____ j jjj j - a ________i________________ 01 p- tv Zl* ff m4 t* CMS -ij CM i : n T" 1____ !I___i!____11____ j! j, ; : Oj Pj -----J------------- 50 oil a>\ .n| --< 01; | ini p. t - t CM -1 prf H *m| ! oi| pjj p~i ,- Si :m i --i ;;: ^ ! j : ; : -1 H 1 : P i 0 PJ M-l j | S)UL1 t e-f : h i 1 a c m', c m; P-; -- l 1 p. !T . --i i -u -< : -! -1 |____ 1 -.............]___j ____ ; --___:_;_______it_________:____:____ ! ;i ir s| r+ V > l | cL * ; ,, I i" 1 lj rr ! sj! -*! i i '"`j ** i -i i ojar. m :a :> *"l CO c - ! **: j .: p.' -i! --*| .w' >- *; .wi l % ~`i -! t ! r : * i.. . . !i j-- ` ' -4* i ; ! 1 T1. 1 4-i;, p--j ! Dl m' *oj otj t ___1___:____ :: r --* % 'w' ^ M* f. `i ____i____I____ ....1 ,, . ;-------____i____1____. ; ; -4, ; --, w ai ...i ..J____ i -* i !4 ;! ~*t H ;i ___1 , i J____!____i____ 1 -1 -i - a->: i ; --j *____ ____i___j-- w' .4 -- aij sxi --.-.-.-.-1;---.--.-1s---.-.-..-. ____1____1____ CM ,-J , .... A -i - ____:_____l____ _____ ------1------------- * ri *' v: j^l ;uj at jA -----j .-----i.-- ------1 Ol, P- 1 CM < ~*\ i___.____ ____.____1____ ... t , 1 i ~i ai! .v! r| -- v.| p-i - pj I -*! -*! i ^____ .... } .. - 1____1____ 1____ _4 ! 1, !' - ____:____i__li____: *1 i ....l...u-- 1 .-l,...j , I____ : i -! . * : ------1________:_________i______________ ;1 : 1 : i ! !- jH 1 -I 1 1J ,i 1T j : 1 '_i : | i ; . ; *T - o it S'. - -4; *rl r-i -1 4 d t . , w. -*i .v. ssj P-44i *> A A -! *j 2 rt j "1 ' *o| i- 1 Q . it.. i 'til. i .1 | ________i!1____________ - --l - ! ; f" r-t* 1 t i:s i 5 i Vii:<r** to n p. 1 1 ------i1___--_!_____ 1 *-( w 0*4 1 - ii I ____i____ i *\ 1 tii1 1 11 11 0*4 \\ 'i ri.m'* s s * ? i f. s; * i * ! "4 ft *T 1 1 o,;b- Ol W p. CD ' ! *J Si r4 j :; : : ri s orr { c/? -* ft CO X> CD : j .1 o CM ane r. C r> u oao. tiX. r> o :r. ->> a *; P. 01 n * a < Si\ p1 ... 1----- % p. pjj P- - -* s 1 ____1____1 i[ JI11____ ;w ot ____l I 1 1 J tj[ Pj ' -J S ! i! i; f till j { >rj' >*.;' n>* >r oj n| .V -a 0*4 CM ii jl i i a c *>' a. t* c J? a<. co 0vJr oo 1** Z cv s. CD Si i cr. CD V \ aw- to p n P4 cno 01 p,, 8 i! T 4 Si I1 Si CM CM CM Si 0. si sj ^ 11 jt V CM1 *" C0*D4 Ol si ft cn in to t- CP r L> I- r. * ir: S c ct. O- o CXI I-* -i -4 to p- CD cn Oa CM 0. CPM4 T Cv s. a to CM H 9 t cn OM O Pj r-t Kv CM Pj i *> 1 1i i PICTURE OF COLUMBIA 9i O O RELATION BETWEEN FAMILY SIZE AND APARTMENT BASED ON SURVEY OF 27.62 2 FAMILIES IN BOROUGH OF MANHATTAN, N Y.C AREA NO 3 AS DESIGNATED BY SLUM CLEARANCE COMMITTEE SIZE AND JUNE 19 3 4. *0 o 3 in C 0MC*Ta T.0* 5TU0V - C*ROt a AQn Ov iCi 0**ICTOA PICTURE OF ACCD p i* SUtVCY OF 3111 FAMILIES III 0R0U6H OF 8R00KLYR, M.Y.C. ACA . t AFAIL lt)4 COLU-tlA UBIYtMl?* BUII*R OmCRtAtlOR STUOY AND NEIGHBORHOOD NUMBER o r FAMILI E t V RANGE OF RENTALS PAID BY FAMILIES FOR APARTMENTS OF VARIOUS b a s e d o n s u r v e y o f ze.ss J f a mil ie s in b o r o u g h o f Ma n h a t t a n , n .y .c . j u n e AREA NO. 3 AS DESIGNATED BY SLUM CLEARANCE COMMITTEE SIZES 1934 A NEIGHBORHOOD Xw * RANGE i*X OF RENTALS PAID BY FAMILIES FOR APARTMENTS OF VARIOUS ASCO OH SUBVCY OF 37$4 fAMIUICt IB BOROUCN Of BROOKLYN. K. Y. C. AKA MO. APRIL 1*14 COLUMtIA VMIYCMITT HOUSMC OttCMTATlO* JViOY CAU AAOMOV.C e*Aco* SIZES 5 PRESENT STORES v.TTHIN THE AREA The chart and diagramatic plan attached rive the results of a survey covering us<2 and occupancy of stores rdthin the area. \ SEE Appendix II .* ;j .f. 6 BASIC ASSUMPTIONS An extended study of use and occupancy of struc tures in slum and blighted areas and of 25 Housing projects built between 1903 and 1933 in New York led to the establishment o.f the following as conditions which would best serve the requirements and needs: Gross Area per Room - average in project 200 sq.ft.^ Net Area per Room - range in project 120-130 sq.ft.^ Height A and 6 stories^) Coverage 32.4!^ (3) For the main body of facts upon which these conclu sions are based see Appendix III - ''Survey of 23 Low Cost Housing Projects in N.Y.C." (4) See 'ppendix IV - "Chart Showing Vacant and Occupied Apartments in Residential Buildings", also "Summary: Vacancies in '"alk-up Apartments" in "Survey of 23 Lor Cost Housing Projects" in Appendix II. (5) Sec Appendix V for a discussion of Height. ; ' 1; ' 'V A'f , f. " ' -i : A r f 7 DISTRIBUTION OF APARTMENTS BY ROOMS AMD PERSONS* Surveys disclosing the distribution of families by persons within the lower income of lo?/er rent pay ing brackets serve merely to define the aims of hous ing under current conditions of first cost and costof-use. Except for a small percentage of families within these brackets, apartments of 5 or more rooms are definitely beyond their reach. The high cost-ofuso of one and two room apartments, if provided with cooking facilities makes their introduction in any considerable quantity a dubious venture. Caution is required, hor/ever, in applying the facts of surveys to the present or to projects financ ed under low interest rates and long term amortiza tion. It is probable that, with rents averaging $7.00 in a project the demand for apartments would shift to ward a larger number of rooms per apartment than in projects where the average rent is $10.00 or $12.00. Opinion is divided in respect to the introduction of combination kitchen and living room. Facts as to the rentals paid and the number of such occupied rooms in existing housing projects seems to warrant the in troduction of a limited number of such combination rooms in two and three room apartments. *See Appendix 7 8 DISTRIBUTION OF APARTMENTS BY ROOMS AND PERSONS (cont.) The distribution of apartments by rooms and by persons is based upon a study of occupancy in the 23 housing projects, modified in the light of prob abilities due to the introduction of lower rental per room in this project. (1) (1) See Appendix III -' * fci ; *!. g UNIT APARTKFNT PLANS \ The following characteristics should bo noted as representing the outcome of the study: (a) Universal width of cross section with no departures from straight runs of exterior wall except as it occurs in th simple form of the tee and cross plans. (b) All units with straight end connections. (c) Center line of supports located upon longi tudinal axis of all plan forms. Ml plans reversible over both transverse and longi tudinal axis to meet conditions of orienta tion and outlook. (d) Universal length of floor slabs for all forms of plans. (e) No interference with plumbing and heating lines and floor beams when single slab construction is used. (f) Smooth ceilings with no exposed beams except in one instance in tee plans. 10 (g) High efficiency in retardation of sound from story to story if stone concrete slab be use (h) The ready application of these units to an;/ type of site plan likely to be considered. Note: For the relation between these unit apartment arrangements expressed in t:ns of cost-of-use per room per month see graph next sheet. -P *? NEW YORK CITY HOUSING AUTHORITY QRAPHIC ANALYSIS OF COMPARATIVE. APARTMENT PLANS. 12/11/54 15 IE o c 0- o< u? v-- u 0E Ga a Eo uO aw "c0# i S i'B o 6 c 2 C< . o r< o*E0 Ofuo oa 5* uO L. CKJ .2 o ou ~"o~ IS -Q- ISu OC0S<t. EC oE0 Ct v3. * 0*2: o r5 `T cx J < =? a x Q_ < I< g2 rTT I ** I * ITTT E2. | ^ H Tmni r1 -pI x'lu^ k | |o LL T --7 *TVnl-IY-f-r-P-P VdI-7Y-C-C-C-C^aj > o-T-i-p-r-r ^i 4IT^' -rT EZS ' w?mmm . O-T-l-C-C-C V-T-l--C-C-C i- s VI a kj *0 - -3 ^ II !i I I-* IEESI IT Tzr _L 'TFl lit:.... 1 1 !-lol8 "r; A ! ! ^ : L1_________ 5__1 log A ; |/ Mr. -\ H_ 5. r-|lu?^3 . Jt. I cju% JdL -r-r-p a-i- j -j l - c-c-c V- '2E --- ,---------------- - a-i--c-c-c Of iQ ____ I q-2-.942 ~C i_J__________ i V-2-.942--c *) m j' 1-I-.942-C of G-l-.W-C 2 . of 0^ VZ2_C! ^ ^ i g-i-.5-iz-ci ^ 2 * .io> * <j o 0.0 i SfY- *3 a o o .s .2 * if*!* '-go S 8 . V,, :-| 8 I X* cc S V* V < *1 j; s i vf<*> JO -O Oc gc Of < oo a *o o O :i::-.i Q-Z-.*-<z-v) ,, J.~* } *, K'^I v-2~.9-A:-ri ^tO : y: ^ a-<~.^-r $ . 1 Q-f -r;i ^ v-si-.-:-c; { <3-2-9 .j-ci ^ ^ 1i c^ v* JVC? <i!; "H y o< ! Oc '* 3ZGEE X. zzee: 0-1-.0-42-C IEl SE mt: ! J-l -.042 ~C 2-1 -9-Z2 -C Q Cht > 1 1 l u te n ; rl i 1________2.. 1 * Q-l -.942 -C . : ! 'J "1 __________________ 2 0 O of l i "1 i 1 ! ; , j |. ; | I 1u<.1*--.--* Ji * iai 1 * i1 oife __--__ _ !. ;LX q.| ~^/2 -C V-| ^ 41 ,, i--t--j _______ r. i . : .i i - : i ii_____ ; i l g S S m a *S *g *S m * *? 8 ? *8 *2 2 *8J | S s J t i o vj OV 51 T ^ ^ > j: 2O o ^ o*r< Xsi- - 11: O' o 5o uJ U M B C R orR O O M S sr* ion*: ;:!r hc::.'!';D ?.'r t!*' -!?* 1 Apar t men t Pl an An a l y s is . PKm SijCHiU:: M M O. j H L rtf=. f'ATI. Oct .3-'5+ 26 2 25 o i o iti>m,|i^|iaTn/7^ tar 11>^ inyymyiawim |l'^|->-n)|"^ lxu[*^,| REY1SIO IT 3 No. DATE 1. Relocated eland. <hor. }) TORS C1TT B00SIH8 AUTB0R1TT TITLE Ap a r t me n t Pl a n ~Mn i-YS15_ O&AK St CF.'CLF.D H 4- ft HlK*r. z 3DATE Oc t .3"'3^ .... .1 >IOWiH*3|IMflHg| bT bpyalMJIim^in-3|y|^yj-Kie|<-^>p-i-^>| - |- i i--j^L zhiy* REVISIONS No. D4TE 1 44* Added Wanfrobe toller. Revised calculations. KEf TORE C1TT HODSISG AOTBORltT TITLE Ap a r t me n t Pl a n lAMALY6t3 Dili! II JcHECtED BT ,,W*j.C. 1 17 2 OATEOct3st34- ' It  m: ' ; ''} ** t*' .r r e v is io n s Nn. ruir 1 Added Wardro^tofbjcr. ILcvised Calculations. KEf TORE CITT B00SIK9 iOTHORITT TITLE Ap a r t me n t Pl a n An a LY5L5_ Dfill* St CfltttF.D Bt 3 S-V-n^T. z 2DATE Oc t 3"34 -i-r r \mi.: 1___1 li orn!ir c-l-y i\cv150 Coicu.qticns __ HS'f .r: f *; :s:1'0 A U i H) R i 11 Tim APARTWLNTPt AN An a l y ^i.-s SCALE- '/a- 1 t o o t - CM*! j) BK ~44Z i4$. IlUff. 2 | - Uw.15,1754 <o l Lfi 1SJ. LSJ LSI LSJ I SEW TORE CITY HOOSIKB tOTBORITT P. EVI2IONS TITLE Nr,. HATE Ap a r t me n t Pl a n 1. located Strip Otehen (Levtsod calculations An a X5I5. DRljp.il CSECU& SI 7 lU.fMf. 2 . DATE pcr^"*34 6 <* l ir-- i 2 3`-2" m 25*-! I* zr- Avg Me* Rm. Area-151.7! f lX fr Part p Pm - 56'-2,` . tA- Additions! Entrance Door p.Rm-.((f *-r -012 Avq.GrsYOm. Ai*a -2I5T,./|.3T . ttef . . -I515* . NEI : J: Lin f>Out/fdc Wall p.Hm-13-tfA92 nut . . Part. p.Dm-Z>T-e>Sl.l6 Plumb.Arrantfcmcnp -2^1^ W* Ap a p t me n t Additional tntranc^ j Door piPni-Jll %ot2 An a l y s is JPiWK 6T H.LMFF DATE:N<xl5,l9SJ Pl a n A78 z 90 si*:- Lil Lil lJ lil ESEEal _2i\ nr i ^ t* r OATf 5Jp1. CjCloCAtd l & Ciojat cvod Oxlcukvtions. h{$ YORK CUT . * . * '1*7 IITU Ap a r t me n t Pl a n An ALY6>5 !\ 1'!* ! !l. V tl ; iT~ M.t. jlU.lvF. j 2 liAi Ocr3aa,34-l ' io~ X tmrtsrm tn Xff TORI CITT HOORIKI iOTUnW TITLE Ap a r t me n t Pl a n An a l y s is h u v i n c ir c u s n ~46T~ TC x.cr. DATE No*'.l5W'34. 72 r fjO UtJ I * I II !5-| I *l I UL I?-1!\I3:2' 2 7:7"^ i L*.U Ts. 4-. REVISIONS No. OA7f 1 JOjlfclM devised CLs 4 localloo Of tXidS. devised Calculations. ;r" yoF.?. m bc ;;s ih 5 A;Tn;^-n TITLE Ap a r t me n t Pl a n Ama l y s is ORiTfS B! caaca>s>__ 9 | DATE Ocr.3^`34 "" >'  R E VISIONS No. OATE 1 12--J-34 Revised Dc*n nation *ii*. * ii Ap a r .t me .n t Pl a n j An a l y s is ! rFi*r ;;4.*<S5*! ; x il'ft: : $ utirr ~2 "! . " Midis.'iT34 77' j | sen; /6" r* o' /  Li^|)7i.ni-wii/rlb1XIQ.3t ID0/oll//rIIUl70tlirillt/i pru >< IJJOJI- ia-RM/af -- I -- I -- I -- j \*\ ij V I jI 7-6 REVISIONS No. OATE [{<364 c .cvvstc ro^rs. ^gvi>ect Pcs>jwabon. SCALE- J4T- I FOOT HgV IUKK CUT K8IISIHU AUYHuKlTI Tine Ap a r t me n t An ALY515 Pl a n tam ei CHECKED El -426 W/f.C. HIM*?. .. 2 DATE Oc t . 16-34 SO - 3* TMT~ unimnij UJ L iZi-\b-SYt cn. 9:5'*9'S' Ch . 9-id* 12-10' i i-r :-----------!------------ 1C. Q Cl w . CL I CL. j- .* CH. e>. 9-<sV|2>*-<3" $ K 3G-IJ6" 5 HEW TORE CITf ROU'HG AirRORITT TiT LF Ap a r t me n t Pl an An a l y s is ORAV* 61 THKl.tl BY I.LL. h.l . m. DAI E Oc t .IC'-' *34 jt 422 2 47 1-6 rtft o r e c it y non-! C a:: !i hue Apar .TMtNT PLAH Ah a LY3I5 i.v DFUWR B! rSECKED.ST. AZ\ l.LL.- h m*f ; k2 d at e Oc t *?'34 46 . WiW IM M 6$| 8.5* | 68% |177*|I1I* Mw 144 58 ini kI>% iwl- n 4> 9 *9 & -14.361 5-5-5-T-D 99 IE? TORI CITI HOOSIN6 iOTflOENT TITU APARTMENT PLAN I I Ah a Lm DSl'A'I II CHECKED B! TO. mirr . :,-AU DLC.20,,,34 500 2 104 tau- '/ ' = 1-0" | * m i ia<t?|M5 jimisag i 1.4 `p i i.^> law^j.i 11 gipjy ji3ij.ni |ony <oAa| 3: -1_--A |HEf TORE Ci.i KOUSIHQ AUTHORflTT I iir1f ! Ap a u ml n t p u h i AWAmi5 ' !,wViip'-'-:' i-'1 4G6" i to o c, I m- re. i 2 >-at [ tjgi5i 'pi|~7 3 SCALfc- </&- 1 root I ia^ijgoliflfP/AJ 3<q i u yo.nuqia^^b-bjiypoiiim j.iti ^11 is^i.ui1^| | l_ V_ I : KET TORI cm HODSme 1DTH0EITT TITLE Ap a u me n t Pl a n An a l y s is Kin n OBCUtR -475 r.c. h u f f - 2 OAU N015.I<13( 37 j au- / pC" f | V W)| iirmsrm*Tri3irr Lti | W>- ,> |*/T I |K 3-333-X- -|J* A . ^.**.7* .A r* .p j i* j**>V l.. iIt-: `j ! * . ;* ..V t . > * * ----* REf TORI CITT RG(!!;r<-8 AiKHOSIH TIT LC Ap a r t me n t Pl a n ANALYSIS t.UH II CHtmO 6! I.I.L. H.l.M'T. t A F Uc*. 1519*4 ?. <31 SCUE- Va* * I root \L\JUM.OQ I <Q<KJ. /o p^ni-nirmnsrurgr1 a 2 &' *7' It 1 t ;,i! HOi'SiNS HTHCvT ri j u Ap a iLTMtNT PLAH A NA LYSIS MU til 81 CHlUib B1 461 K&DGG. HLIff. 2 UM* NoO.|5.|<J3- 74 SCHLE- l/V- I TOOT L&i uy unsnsmi si REVISIONS No. 0AT 1 Pev3*aV.1- :f TORI C!TI HG0;|S8 IR.DSir-. r 11 l l Ap a j c t min t Fl a n An a l y s is ftS it j'HrCltD 8! 4>4 --t---.i--'.-1 it..u--rr. ? '. uNoo. lS.ipi dG SCALt- '/t * 1*0" |<Po --I^LT"Il ' liJ til 27:6 2 7 -6 s?7'<s V) CM f t -v cm : <* 12' to'i i Cr l- t 2fG (0 M 4 V* !.h 1 1 i t! Ad aR-TMENTPLAN ANALYSIS IS.aiP b^ ii! 1 K. v* i' I.1JU Hi.rr. Alt Mo *.I54 470 2 82 sr*Lt- Va'm 1 ro OT. 11 SITE PLAN . The general location of the school was dictated by the aim to give it a location, central in respect to the project itself and to the schools adjacent. The arrangement of structures was the outgrowth of seeking certain well-defined utilitarian rind aes thetic objectives, as for example: (1) (1) Location of all entrances from courts at reasonable distances from streets. From this decision there follows a train of very important consequences: (a) No cross hall from street to court needed in basement or ground floor. This makes any departure from typical apartment plans unnecessary. (b) The freeing of that sid-~ of the base ment opposite entrances for utility lines the entire length of structures so that lines may h~ run without traps. (2) A majority of east and ost exposures. Open spaces of varying dimensions and shapes and long vistas. Long unbroken street facades avoided by minor street courts and set-backs for street planting. (1) Sec Appendix VI for comparative analysis of various site plan arrangements. ; 12 FINANCIAL SET-UP For. justification or explanation of the items accompanied by a Homan numeral see appendices with corresponding numeral. PBOGBAM FOR WILLLUBBUBC PROJECT 2 44"3P***> 2 8 <Ofto-* 8 8 8-4 *-< g H<a0 8 3*I8fP4t O1ttPf--0t444k* 8*8* 8 k4O4 tk 2 8 68 8H4IffP4tt 8 .ifttk t-4 484 8BD S*> i Pts*P'jjI * Sii! !ai 84: 24i 3 & 2 i a i i a i i 044Ik 81h 4sf4rf4t"t34kIC! l I 3 pbHfbltOHUl. l c3lo 3A t 1 #Nn8304 3<20 3 8 2 a 8 t2H-4 8 2-4 3M O2k 1 8 iO3k O1 2 a44 at3H l1 1 1 SM1&TrI&24t J'1f ; * ft t ft ft 2 8 O2ktk 2n i 4#8imp#* 8 ft s' Is ft ft i 8C i?a at^Hs44i 1 , 4fIi"iitiii $l Wl *1 3s 15 ! *J *oooCs-%oD4 438CD* 33 **4 O85 5*4 8Ocf8td*k* a 3 a 23 8H8t* trk8t-4D4: 8 8 fKt 2K 8 i Onf0fat1tk** kO83tHDk n 4H4 Oft fO8C4mt4Dk 8 8 8 i i agNjij 434 &n ft %Of 4^4 OOOff CD 3 n30* 8folDf 88 of4t- a8 8t-o4 n4584 8kftOD* C3C4OD4 4Ck<#D40 IP 2 3 Of4t4k- ft4t4* 34 3 KNaI o'*i 81 8 8fft>tti>> si Ck4D04 13!: 4 aft* fl $f 3M 3 ii K mr> ou >? 13 & tt * ft ft ft ft t 3 S? ii 4 ft 44 5 l wsflt Ha *: |E t *1 k<fo4CH00DtA* 3 i I* Oft 3 346 f*etH- +3 fcto- 1 r34 I4P4 f%tc #8H IP tH fot Hno* ft 84ft14- O4OCOtf-tH4D4-kk 8 3 IP ft 3 420 8 SOoTk 484* Onek* 8m* 3v>* 04OOt<CS0Dk4Dkf ft 4ki4044* ft 3 3 o3fftt* 8 OOf48t4kkl ft -33 ft 3ft-* 8fMt* P28 t*f-t4 t-o4 a IDH 8 O4ft0*f fat 8 MIP *8f*t- okfNOt 4kfO40t k<C4OO40 Ip 0 V) 8 fot f4ft4t* 8 ft CD1to* IP CIfCPtDD- 44 nC3IfsPtD- CD8 kDft- f1t 51 h *1. & *8 Of1 SC'S O' 44 III Si 1* ft It 4* ;* 3O si * 'ft ft X IoP ft A U a O*4ft 83 2 h s *3 k H 3 w 8 O4 4a 1 f 4) > p :* 1 1 :h i 1 1 I 1 1 ( 1 1 1 11 1 0 1 4 8. :3 ;S 3 1. !:;i ill |* !'. "+hk4i:W * 8 ;!.--? ;i 1 2 *Ab4 V 3 3 t*0 2tU --4 ! ? 33? 1 ! 1* I num i 44 3 I I* 1 ii I *4 1 1 %P4 1 4* l 1i foamtu I 8 hP 484 i i1 tI L n A Al n**o *nt4c.1 i-'r. 9 H 4* CsO t 3C4PO* 4K4 ad 14* txnss t J.O MECHANICAL INSTALLATIONS The study of this phase of the problem has not advanced to a point where conclusions may be drawn as between a central and isolated plants. The lower money rates, the longer amortization and the confinement of taxes to the cost of site, which nor; constitute the point of departure in any study have changed the problems of design in a radical way. The importance of first cost has decreased and the cost-of-use now becomes the con trolling factor. Considerable work has been done by individuals and groups which seems to indicate cost-of-use advantages in producing alectricity for the use of the project. To the Technical Division this claim is yet to be demon strated. For some tine the trend has been toward higher cost of individual plants and lower rates for services furnish ed by the Utilities. The end of these divergent trends is not yet in sight. The decision as between the use of oil or coal shifts from one to the other with every unrelated shift of prices. No amount of calculation can lift this problem out of the field of speculation. This applies with approximately the same force to small and large plants. APPENDIX I FPUCATI ONAI. FACILITIES ADJACENT TO THE 7.1 I.I.IA.MSBURG PROJECT - v - i >: (W'msbg. Proj.) APPENDIX 1 EDUCATIONAL FACILITIES ADJACENT TO THE WILLIAMSBURG PROJECT Assumption - 12 blocks in Williamsburg Project Probable population new project 7,000* Present population 5,450 Increase ' 1,550 Per cent of increase 29$ Present number of school children 1,410 Assume 29$ increase 410 Probable no. of school children new project 1,820 Relation between capacity and use of schools adjacent to the boundaries of the 12 blocks: Capa- Enroll- Unused School city ment Capacity PS 18 (Elementary) 1607 1444 163 Immaculate Conception El,, 460 425 35 PS 56 (Elementary) 1835 1482 353 PS196 (Elementary) 384 286 98 PS 196 (Jr. High) 1801 1512 289 Holy Trinity High School 400 400 Holy Trinity Elementary 400 300 100 PS 43 (Elementary) 785 395 390 Annex, Boys High School 1053 528 525 1,953 *Notc - Actual population will depend upon physical arrangement. t Ap. 1 p. 2 EDUCATIONAL FACILITIES (Cont.) (The Annex to Williamsburg Continuation School draws largely from without the area. Its discontinuance would have little bearing upon the problem of pro viding school facilities.) From the above it seems that a 12 block project of the density proposed might bring about an increase of 400 to 500 in school population (Figures from the Slum Clearance Committee and Columbia University Housing Orientation Survey.) 12/24/34 APPENDIX II SHOPPING FACILITIES - STORES AND OFFICES. \\ vJ|. (W'msbg. proj.) APPENDIX 11 SHOPPING FACILITIES - STORES AND OFFICES In the twelve Williamsburg blocks under con sideration there are a total of 255 stores, 5354 front feet.* Eighty-six of these stores, repre senting 1675 front foot, arc vacant. The average present rental per month for the occupied stores is $40.00.**- The- present actual annual rental de rived from stores then is (255- 36) x $40.00 x 12 * $81,120.00 Manhattan Avonuo was until eight or nine years ago a thriving shipping center - stores there rent ed for from throe to four hundred dollars a month. It is logical to suppose that some measure of this prosperity will return when the Authority substitutes a population with definitely higher purchasing power then that of the present obsolescent neighborhood, It is also only logical to suppose that given plea sant shopping facilities adequately served by trans portation, many purchasers from outside the area will be attracted to it. Let us, for the purposes of a conservative esti mate, however, entirely discount the above supposi tions. The population of the twelve blocks at the pre sent time is 5,450. The proposed population is about i Ap. 2 p. 2 7,000. The store income increased only .in direct proportion with this numerical increase in the popu lation of the twelve blocks would be ($81,120 : 5,450 x : 7,000) $104,000 On the proposed basis of 1,600 lineal feet of stores in the ' illiamsburg Project at $65.00 a front foot per year, allowing for 10$ vacancies, the total rental would bo $93,600.00. The proposed 1,600 lineal f^t of stores would bo equal to 44$ of the front foot age of present occupied stores. Bureau of Business Research Col log'' of the City of :'e~ York #* Her York City Housing Authority, "ml "state D-pt. 12/24/34 "SURVEY OF 23 1.07,' COST HOUSING. PROJECTS IK NEW YORK CITY." (SEE SEPARATE VOLUME) /. P P E N D I X IV CHART SHOEING VACANT AND OCCUPIED APARTMENTS IN RESIDENTIAL 3UILDINGS CHART SHOWING VACANT it L- .UPIED APARTME IN RESIDENTIAL bull.DING-S APPENDIX V HEIGHT OF STRUCTURES APPENDIX V HEIGHT OF STRUCTURES Given an established*density and other conditions equal, 4 story walk-up structures permit lower rent than 3 story 7/alk-up or 6 story elevator structures. This might lead one to assume that the interest of low cost housing would best be served by confining structures to uniform height of 4 stories. Surveys of old, walk-up structures in conjested areas indicate that no resistance to walking-up is found until the- fifth story is reached. Surveys in new walk-up structures disclose a slight increase in vacancies which suggests some slight resistance to climbing more than two flights of stairs. The lattor surveys may be taken as a better guide to judgment since in the old structures there were advantages in point of better light in tho upper stories. It seems fair, in view of the trend disclosed by higher vacancies in the 3th, 6th, and 7th stories to assume that resistance toward climbing more than t?;o flights of stairs may increase with time. The problem of determining upon what proportion of 3 and 4 story walk-up and 6 story elevator structures to use in a given project can not be reduced to other than a guess as to future trends. The fourth floor of a 4 story walk-up provides the lowest cost housing. The aim of low rental housing would be served by the inclusion of such within a project. There would seem to bo justification in this project Ap. V p. 2 for a snail percentage of elevator structures at such slightly higher rentals as would bo required by the higher cost-of-use. While 3 story structures would not likely undergo rapid obsolescence the cost-of-use would be higher than in 4 story walk-ups. Elevator structures at slightly higher'rentals would seen to be justified in that they would tend to spread the use of the project over a slightly wider range of income cate gories. Their inclusion would be in line with a defi nite trend. 12/24/34 APPENDIX VIl l STUDY OF SITS PLAN RENTAL RSI TT' (lii'msbg. Proj.) APPENDIX VI RATING OF PLOT PLAN ARRANGEMENTS IN TERMS OF COST-OF-USE PER MONTH PER ROOM "RELATIVES'1 In order to set up such Relatives covering any arrangement and combination of unit apartment plans, the variant elements in such arrangements must be considered. In the plans under consideration such elements fall into two categories:* (A) Number of end walls used. (B) Relative efficiency of unit apartment plans used. A. The multipliers here below established represent the monthly cost-of-use arising out of fixed charges on the first cost plus the cost of opera tion and maintenance arising cut of each com ponent part of end walls. When the quantities of component parts of end walls in a given plot plan are multiplied by the corresponding multipliers, the products summed and divided by the number of rooms in the given plot plan the quotient will constitute the cost-of-use per month per room relative of the scheme for end walls. * See "Note" cn page 4. 2 Multipliers for Component Parts cf End Walls Component Parts Multiplier Basement Portion $2.40 Typical Story 2.73 Parapet .57 Steel and ctlumn for end wall over roof .21 B. The relative efficiency of apartment plan units was established by an inspection of the per room relative rentals derived in the "Comparative Plan Analysis", end walls in this case having been omitted. The multipliers set down here below represent for rooms in each such unit apartneno plan of three, four or six stories the difference in terms of cost-of-use per me nth per room be tween each unit end an average vf the most efficient three and four r~um units.fthen the quantities cf rooms in apartment plan units in n given plot plan are multiplied ty the correspond ing multipliers, these products summed and divided by the number cf rooms in the given pl.t plan the quotient will constitute the cost-of-use per month per room relative of the scheme fcr unit apartment plans used.** ** Four Story Units - 3-3-3-T-D and 4-4-4-T-D average = $4.80. 3 Multipliers per Room by Classification of Apartment Unit; Walk-up Apartments f'ultiplier Per Room Three Story Four Story 2 Room Apartments In "T" Plans a. With stair in tail . . b. With stair in head . . none .91 designed .61 3 Room Apartments In "Strip" Plans a. 3 Rooms ... ................... b. 3 Rooms with K-LR Com bination . . . 1.05 1.45 .70 1.05 In "T Plans a. With stair in tail b. With stair in head .. .. .59 .72 .28 .41 4 Room Apartments In "Strip" Plans ....................... .45 .15 In "T" Plans a. With stair in tail b. With stair in head .. .. .00 .15 .25 .10 5 Room Apartments In "Strip" Plans ....................... .45 .25 In T" Plans a. With stair in tail b. With stair in head .. .. .22 none .47 designed Elevator Apartments 2 Roon Apartments Multiplier Per Room In "T" Plans a. With stair in tail b. 7/ith stair in head .. *. none designed none designed =: ;< A-n i4 3 Room Apartments In ;|T" Plans a. With stair in tail............................ 1.50 b. With stair in head....................... .... 1.61 In Cross Plans ....................... ................................1.17 4 Room Apartments In "T" Plans a. With stair in tail.................................. 68 b. With stair in head.................................. 92 In Cross Plans ......................................... .35 5 Room Apartments In "T" Plans a. With stair in tail....................... none designed b. With stair in head....................... none designed In Cross Plans do The results obtained by procedure- and "E" -.bove in respect to any plot plan arrangement car. b-~i compared with similar results for other plot plan arrangements in order to determine the relative efficiency of each arrangement. In order to obtain rental relatives -:hich would be close to actual rentals, the constant average rental per room, which was taken as a base under "B,: (4.80) and the rental factor derived from land cost (land cost per room x .04 ) may be summed with "A" and "B". ###*** 11.4) *** Note: When dealing with plot plans of unequal density this land cost factor becomes a "Relative" along with "A" and "B". .- i 12/24/34 :rv~ "V -HlM! ' V) w > fe *U >--I 2(/ f Htsd 8* A &i p &3 a|-|? ! ; Li Ills hi * XL ''k :S s P* u j 34 * d.1 '2 w *o 2: 5-B w 3 1 Km |v j ^ * &4 ^i fe ^d 14 "7 0^ 0 ii 4L n 1--r a & 0 ss 4 <3 ^ n_i "LX-TJ----- L-------LX XT Is i_n__X1__X1_ ix TXT ___n u--_r 1 xiJin, U----- "i_n--IX 'll* l\T**\l* j^UF; 9 L --t~t <*J*~^5~L H)*-*-lJTt >trU'Cl*t_r|Xb_fLt-i in CO O to f O O O O CD <T 0 -- -< --: | CO : .I I* h T. * | . < < c>; 2 cl ci ? 5 > C <> OC i ..; S *, < ifi ji jliU ^ 8 g'&i-l ddv-^. h >-' f- 5 5.fiQ 5. g: 2!< s;J.8 5] ijl'oai'cn APPENDIX VII APARTMENT DISTRIBUTION AND CONSTRUCTION COST CHART SPECIFICATIONS AND ESTIMATES  ?.'! "- :.j=tT*'r-* September 6, 1934 Revised December 19, 1934 . * NEU YORK CITY HOUSING AUTHORITY ' * J\\ OUTLINE SPECIFICATION;-.;j f FOR ' : . APARTMENT UNITS |.jy|j ; ill: ' : GENERAL CONDITIONS To be written to suit special job requirements. GENERAL CONDITIONS DEMOLITION The demolition and removal of all ex isting structures, roads, side walks, trees, shrubs, etc., inclu ding removal from site of all deb ris. (See New York Building Congress Standard specification for demoli tion, Part B., for requirements as to methods.) DEMOLITION EXCAVATING All excavating of whatever nature to the EXCAVATING lines and levels indicated on the drawings required for footings, walls, trenches for piping and con duit within and without the build ings, tunnels, general basement areas, sidewalks, roadways, courts and play ing; fields. Including backfill and grading. (See;; New^ York Building Congress Standardlppecifications for Excavating, PattjiRv'v' for requirements as to me- thods.) MASS AND REINFORCED CONCRETE Stone or gravel concrete for all wall and chimney footings, foundation -walls, foundation footings and incinerator foundations, of sizes, dimensions and extent indicated on drawings. (See New York Building Congress Stan dard Specifications for Masonry and Concrete Materials, Part B., and Hew York Building Congress Standard Spe cifications for Mass and Reinforced Concrete, -part B., for requirements as to materials and methods.) CEMENT WORE Cinder fill and stone or gravel concrete slabs integrally finished for all floors resting directly on earth; cement finish floors in stair-halls, landings, etc., where indicated or specified; cinder fill and screed coat on all flat roofs to provide drainage to leaders, as indicated. WATERPROOFING The complete 'waterproofing of basement walls and floors, extent as enumerated in detailed specifications and as indica ted on drawings. The following waterproofing methods will be considered:- (1) Integral waterproofing, using waterproofing compound mixed integrally with concrete wall and floor mixtures. Where this method is adopted the work will be included in the Mass and Reinforced Concrete sub-division for walls, and in the Cement Finish sub-division for Concrete base slabs for floors on earth. -2. MASS AN]? REINFORCED CONCRETE | CEMENT WORK WATERPROOF ING WATERPROOFING - continued (2J Waterproofing by Plastic Coat ings using either (a) Cement Plastic Coat method or (b| Iron Coating Method. (See Eew York Building Congress Stan dard Specifications for Waterproofing by Plastic Coatings, Part B., for re quirements as to materials and methods.) MASONRY All exterior walls starting from top of Concrete Foundations. Stair enclo sure walls, and partitions indicated on drawings to be of ma.sonry together with chimneys and incinerator stacks. The following materials of construction will be considered:- Extorior '.Vails (1) Common brick. Precast con crete sills. (2) Common brick facing with loadtearing hollotile backing. Precast concrete sills. Stair Enclosures Structural Glazed Tile with glazed surface on stiir side and other side prepared to receive plaster. Chimneys and Incinerator Stacks. Common brick with fire brick linings. Copings Cast concrete. Interior Column Covering Hollow tile or concrete. MASONRY MORTAR All exterior and interior walls Chimneys and Incinerators One (1) part of Portland Cement Three (3) parts of Sand 15$ of Lime Patty Fire Brick Laid in fire-clay. MORTAR | All mortar for exterior masonry shall he waterproofed. The following methods will he considered:- Z% (by weight of lime and cement) of Aaonium Stearate added to the mixing water. (See New York Building Congress Standard Specifications for Ma sonry and Concrete Materials, Part 5., and New York Building Confess Standard Specifications for Masonry, Part B., for require ments as to materials and methods.) STRUCTURAL STEEL Furnishing, fabricating, shop painting, delivering, erecting and field painting of all structural steel, floor beams, girders and columns and the furnishing, fabrica ting, shop painting and delivering of all loose lintels together with the prepara tion and submission for approval of all shop and erection drawings. The following types of framing will be con sidered: - Floors: Interior Structural Steel Columns and beams with flat slab. Roofs: Interior Structural Steel Columns and girders with steel joists, either trussed type or junior beams, with 2M concrete slab on ribbed lath. -4- ' STRUCTURAL STEEL STRUCTURAL STEEL -- continued {See Hew York Building Congress Stan dard Specifications for Structural Steel, Part B., for requirements regarding materials and methods.) FLOOR ABB ROOF CONSTRUCTION The following types will he considered:- Floors: Flat Concrete Slab - in tegrally float finished to receive wood or as phalt tile floors. Roofs: (1) As above to receive roofing (2) Steel joists - 2" concrete slab - pitched to walls, screeded smooth. Hung ceiling. {See New York Building Congress Stan dard Specifications for Concrete Ar ches and Concrete Fireproofing, Part B., for requirements regarding materi als and methods.) \ FLOOR AND ROOF CONSTRUCTION ROOFING AND SHEET METAL All labor and material required for skylights, flashings, both wall and pipe, roof drainage outlets, scuppers, lenders and leader heads if exterior, roofing and roof insulation* The following methods will be considered;- Skylighta Galvanized iron or toncon metal. Flashings Copper base and Counter flashings. ROOFING AND SHEET METAL -5- ROOFING AND SHEET METAL - continued Roofing Standard (20 year) pitch and felt, or asphalt and felt.. If clothes drying space is provided on roofs consideration shold he given to roof protection along walk ways. Roof Insulation Oelotex, Masonite, Insulite and similar products of thick nesses giving insulation equi valent to 1" of cork,. (See New York Building Congress Stan dard Specification for Roofing and Sheet Metal, Part B., for require ments regarding materials and methods.) CAULKING Caulking of all joints between masonry jambs and window and door frames between frames between frames and steel lin tels. (See New York Building Congress Stan dard Specification for Caulking, Part 3., for requirements regarding materi als and methods.) CAULKING WINDOW FRAI.1ES AND SASH Furnishing and installing all exterior win dow frames throughout of kinds and sizes indicated on the drawings. The following type will be considered:- (1) Rolled steel frames and out ward swinging sash with steel interior jamb linings and stool* WINDOW FRAMES AND SASH -6' ARCH ITECTURAL IRQT All stairs, including strings, treads, risers, platforms, newels and ba lusters. Consideration will be given to stairs with cement filled treads and platforms. -(See Few York Building Congress Stan dard Specification for Architectural Iron, Part B., paragraphs 19 to 37, inclusive for basic construction. Consideration will be given to stan dard stairs approximating this basic construction.) Furnishing and installing exterior and in terior ladders, steel sills .?.t exterior doors, cast iron sills at doors from roof pent houses to roofs, cast iron cleanout doors and frames at base of chimneys and pipe rails and standards. (See Kew York Building Congress Stan dard Specifications for Architectural Iron, Part B., for requirements re garding materials and methods.) ARCHITECTURAL IRON I HOLLOW METAL AKB METAL COVERED WORK Furnishing, fabricating, delivering and erect ing combination buck, frame and trim at all interior doors, constructed of cold rolled furniture steel of gauges indica ted on detail drawings. Bucks shall be designed and constructed to receive the type of partition in which it is to be set. Consideration will be given to the use of hollow metal or metal covered doors at all entrances to apartments from stairways and in other locations where fireproof doors are required. (See Few York Building Congress Stan dard Specifications for Hollow Metal for requirements regarding materials and methods.) HOLLOW METAL AND METAL COVERED WORK -7- METAL FURRING AND LATHING Furnishing and installing suspended ceil ings, miscellaneous furring and lath ing of beams, girders and columns, lathed ceilings below steel joist floor and roof construction, steel corner beads, together with steel stud and metal lath partitions, and exterior wall furring where so noted on drawings. Consideration will be given to the follow ing type of partitione:- (1} Steel channel studs and expanded and painted metal lath on one side - to finish 2g-M and 2" thick when plastered both sides. (See Nev? York Building Congress Stan dard Specification for Metr.l Furring and Lathing, Part B., for requirements regarding materials and methods.) METAL FUR RING AND LATHING I PLASTERING Plastering all walls, ceilings, end partitions in rooms and spaces as noted on the Finish ing Schedules, using cement plaster, hard wall gypsum or lime plaster with hard white finish or float finish as noted. (See New York Building Congress Stan dard Specification for Plastering, Part B., for requirements regarding materials and methods.) PLASTERING GLASS AND GLAZING Furnishing and installing all glass throu^iout as follow*:- (1) All exterior windows, except bath rooms, single strength, B. quality, flat or vertical drawn sheet glass. (2) All bathroom windows with an approved obscure glass. (3) All exterior doors, double strength, B. quality, flat or vertical drawn sheet'.! glues. -8- GLASS AND GLAZING GLASS AND GLAZING - continued (4) All fireproof doors, where indi cated to he glazed, (hollow metnl or metal covered wood) l/4" wired plate glass. (See New York Building Congress Stan dard Specifications for Glass and Glaz ing, Part B., for requirements regard ing materials and methods. PAINTING All painting and finishing for the various rooms and spaces of the kinds called for on the Finishing Schedules:- Two coats of lead, zinc and oil paint (in addition to shop coat) (1) All steel window frames, sash, steel sills and exposed sur faces of Structural Steel lin tels. (2) All exterior hollow metal door frames and doors. (3) All exterior ladders and other Architectural Iron. Two coats of lead and oil paint (in addi tion to shop coat) (1) All interior stairs, ladders, and other Architectural Iron. (2) All interior wood trim, inclu ding hook rails, shelving and cleats in closets. (3) All-radiators and all piping Exposed in finished rooms and spaces. Metal Enamel Primer and two coats of Metal Enamel (in addition to shop coat) (1) All steel bucks and steel jamb hinge8 and window stools. One coat of Sealer and Primer (colored to match finish coat) and two coats of flat Lithopone Paint on .. . PAINTING PAINTIHG - continued (1) All hard white plastered wall nd partition surfaces, except Kitchens and Bathrooms. Two Coats of Cold Water Paint on (1) All plaster ceilings including beam and girder fireproofing except Bathrooms and Kitchens. One coat of Enamel Undercocter, and one coat of half enamel underconter and half enamel and one coat of enamel on all in terior doors throughout. One coat of Sealer and Primer, one coat of Enamel Undercor.ter, one coat Half Ena mel Undercoater and Half Enamel, and one coat of Flat Enamel on all plastered walls and ceilings of Kitchens and Bathrooms. Two coats of Aluminum Paint on (1) All covered pipes, fittings and iron body valves, etc., exposed in Boiler Rooms. (2) All uncovered pipes, fittings, iron body valves, etc., in un finished rooms and spaces. (See New York Building Congress Standard Specification for Painting, Part B., for requirements regarding materials and me thods .) TILE AND MARBLE The furnishing and laying of all floor and wall tile and marble saddles in Bathrooms, as noted ns the Finishing Schedules. Con sideration will be given to the follcwing:- Floor Tile - (1) Vitreous Hexagonal Standard Patterns. Wall Tile - (1) Glazed tile base and 3"x6" white glazed wall tile with plain cap. -10- TILE AND MARBLE TILE AND MARBLE - continued {See New York Building" Congress Stan dard Specifications for Tile Y/ork, Part B, for requirements regarding materials and methods.) WOOD FLOORS Furnishing, delivering, laying and finishing wood floors of tho types and in loca tions indicated on the Finishing Sche dule s The following types of v/oed floors will be considered, all laid in Mastic:- (1) Plain '.Yhite Oak - #2 Common (2) Plain Red Oak - ^2 Common These materials may be laid in standard strips rr blocks formed of strips, using special methods, will be considered. Asphalt Tile Floors The furnishing and laying of all asphalt tile floors and base in locations indic-.ted on the finish ing schedules. Asphalt tile to be l/8" thick if c'l~rs selected and laid in accord ;nca with manuf-cturer's directions. \ WOOD FLOORS INCINERATORS Furnishing, fabric'ting and delivering nil grates, er.mbustion chamber doors, cleanout doors, flue hopper doors, screens r.t top of flues, and other equipment required for built-in-type incinerators of the number indicated on the drawings and of capacities re quired for various locations, together with erection Drawings and Details, Su pervision, Tests and Guarantee, INCINERA TORS -11- CARPBJTRY WORK Sough Carpentry - the furnishing of all ma terials and installation of all furring strips and grounds necessary for the .attachment of trim and fixtures. Finished Carpentry - furnishing, delivering and erecting all finished wood work as specified and ns shown in the finishing schedules. This item will include, gen erally, all wood doors, interior and ex terior, wardrobe fronts, kitchen cabinets and'closets, shelving, coat strips, clothes poles, base and picture mould. Also the attachment of all finished hardware fur nished by the contractor for hardware. CARPENTRY WORK HARDWARE The furnishing and delivering of r.ll finished hardware as selected, and as called for in the schedule. H^RDV.V.RE WINDOW SHADES Furnishing, delivering and erecting shades for all exterior windows together with the furnishing and attaching of all shade brackets to the metal sash according to details shown. Shades to be linen cloth on spring rollers. WINDOY/ SHADES GAS RANGES Furnishing and delivering all gas ranges as selected. GAS RANGES REFRIGERATORS Furnishing, delivering and installing all mechanically operated refrigerators as selected. REFRIGERA TORS ELECTRIC WORK Furnishing, delivering and installing of all materials required to complete the elec- ELECTRIC WORK ELECTRIC WORK - continued trie wiring for lighting, electric hells, door openers, refrigerators, telephones, radios, etc. as shown on the electrical drawings, together with the furnishing and erection of all electrical fixtures as selected. \( % PLUMBING Furnishing all materials and labor to compiete the plumbing work as shown on plans and outlined in the specifica tions, generally, including all drain age piping, hot and cold brass water piping, gas piping, soil and vent pip ing and furnishing, delivering and erec ting all fixtures as selected. All work to be done in strict compliance with the city codes and ordinances. PLUMBING HEATING Furnishing, delivering and installing all naterials necessary to complete rhe heating work ns shown on plans and outlined in specifications, generally to include all radiators, valves, supply and return pip ing, boilers, accessories, pumps, etc. required for a complete heating system. (Studies are being made as to relative merits of one or more central boiler plants for supplying steam and hot water. The arrangement of boiler plants will de pend upon the conclusions reached by this investigation.) HEATING ELEVATORS Furnishing and installing complete, elevators where shown on the drawings. Elevators to be push-button automatic control type of capacities required# Hatchway doors of hollow metal with closing devices ns selected. ELEVATORS -13- -..... ..A.:?:-^ li. > NEV. YORK CITY HOUSING AUTHORITY ~ Technical Division' ; - Unit 3-1-A 4 Story Item Preliminary Estimate of Complete Labor! .&I Material Costs Material Area Quantity Unit Cost - T--o.tal---Cos--t Exterior Wail. Paraoet Wall* ! 12" Com. Brick git If It 1372 s.f. 104 s.f. Coping Sills Cast Concrete tf tl 45 l.f. 72 l.f. 2" Onglazed Tile Furring Vitritile Stair Enclosure 6* it ii 100 s.f. 496 s.f. Incinerator.f*' Flue,Comb.Cham bersAcce s sori e s Complete Pent House Walls,Roof,Door 6 Slcvlight ft Floor Slabs 6,! Reinforced Concre te 2168 s.f. Roof Slab ! 2" " " } 8" Joists 542 s.f. Wall Furring | Metal, Lath !* & Plaster ! 1080 s.f. Plaster ; White j Ceilines Suspended ! Finish Metal, Lath ! 1419 s.f. i Ceilings & Plaster G13 s.f. Dividing Par 2jM Solid titions Plaster 580 s.f. Interior Par 2" Solid (Gross) titions Plaster 1972 s.f. Bath Room Wainscoat Tile 292 s.f. Floors Bath Room tf 88 s.f. Floors Kitchen Asphalt Tile 292 s.f. Floors All others Wood Block 1464 s.f. Double Partitions Metal, Lath & Plaster 236 s.f. Base-Kifcchen Asphalt Tile 128 l.f. Base Wood Floors Picture Mould Wood or Me tel It Steel Case 1 508 l.f. 404 l.f. 1-6-b Exterior Windows ment, Metal Casings , lM'-3 ; i-3*-2*' 1-1-8" Glazing Sash painting Sash S.S. B.Quality Clear' Glass ' * f * ., ' . : w**.*..>! |,: -v 2 Held Co'aW;*,;i H iff v::'_*! ?8.81M '...........$..40.00 1.5 ;M 42.00 45 lif.` .75 72-1 if.! - t : .80 100 s.f. 496 s.f. .36 .54 $ 1.152.00 63.00 33.75 57.60 .......... .36.00 ____ 267.84 1o *^ 1*> 625.00 266.00 312,50 133.00 2168 s.f. .39 845.52 542 s.f. i| 1 1080 s.f. i .23 124.66 .19 . _ 2.05.20 1419 s.f. .065 92.2? 613 s.f. .23 140.99 580 s.f. .23 133.40 1972 s.f. ! 292 s.f. ' .21 .80 414.12 233.60 88 s.f. 292 s.f. 1i1 .55 .17 48.40 49.54 1464 s.f. .18 263.52 236 s.f. 128 l.f. .27 .25 63.72 32.00 508 l.f. 404 l.f. .25 127.00 .05 20.20 324 s.f. L.S. 210.00 324 s.f. 324 s.f. .125 ' 40.50 Ifte-J&W - `JX'SL'r ' 'i -*inSr~*V* / : vr-4 ' V?' tfl li:4.t?h*r 1r: ; * V*V.~5 , Air* ' -r> s `\i*-: 4 HH-rls**..' - 2- '.; -: .V 4 I tom Main Entrance Door Entrance Doors Interior " " Door Bucks Door Saddles Bath Bm.Saddles Wardrobe Fronts Roofing Sh'.-et Metal Shelving Kitchen Cabinets Gas Banco Refricoretor Paintine Shades Stairs Stair Halls Structural Steel Fireprlufing & Plaster Plumbine He atine Electric Basement; .`.1* | Material ..`1 *: V ' ? * -VZV'A:.. - "*i >> . V*-}/. Tvoock Kalameih:-: * '5 Woc0 / Comb. Metal Area Complete ft 8-2'0"x6 *8" 8-2'6"x6'8" 4-3,0"x6,8" It Wood*" Marble Wood 20 year Bond 1" Insulation Flashings Lender Boxes Closets and Wardrebes Dresser,Clvset & Shelving- Standard It _ 220 s.f. 570 s.f. 70 l.f. 1 -- -- Ceilings : Ralls. Trim Cloth Steel - Cement Treads&Landincs Cement Finish Beams, Columns & Lintels -- CwEiDletcj 60 s.f. tf ft Standard 2 Pipe Vacuum Oil Fired Standard Excavation,Foot ings, Rails, Cels. etc. Complete JUi. W Ul U 'VS Ou anti tv ;`;;::"'-^:^3-i _a : '. 4 -r-: i ?4 ;.|Story .Unit V s'-' Cost -TTotal &pst .......... \ o ......... '4 $50.00 35.00' ,;S r* * I'l 25-00 h! : 140.00 20 7.50 ; V' ' 150.00 20 16 4 220 s.f. 4.75 ` .75 2.50 : .50 95.00 12.00 10.00 110.00 570 s.f. 70 l.f. 1 .19 ; .80 10.00 109.30 58.00 10.00 4 UDtS. 5.00 20.00 4n 4 ".... 4 f! 50.00 55.00 75.00 200.00 140.00 300.00 4 !! 18 75.00 1.00 300.00 18.00 1 > 60 s.f. 952.00 .15 476.00 9.00 9800 lbs. .04 592.00 Allcw. . L.S. ,, 4 CDtS. 300.00 115.00 1.200.00 12 Rms. 12 n 60.00 30.00 720.00 360.00 L.S. 1 1.014.20 $11,113.19 Cost Per Room - 11.113.19 = $926.10 12 J ^.rV*.V., W4J. NEW YORK CITY HOUSING1-AUTHORITY ' Technical'Division * *: V*1 ;'r*: Prelirainarv Estimate of Connieteflfei&r & Material Costs Unit S-l-f-A. 4 \Stoiy ' .Item *1 ' yhcterlor Wall sPairabet " Cobine Sills: Tile-a - -Furring Stair Enclosure Incinerator Pent House Floor Slabs Roof Slabs Wall Furrine Plaster Ceilings Suspended Ceilings Dividing Partitions Interior Partitions Wainscoat Bath Room Floors Bath Room Floors All others Double Partitions Base Picture Mould Sash Glazing Sash . Painting Sash Materiel 12" Cora. Brick 8 t tt Cast Concrete It t! 2" Unglazed Vitritile g tl tt It Flue,Corah.Chara- ber&Accessories Walls,Slab.Door 6 Starlight 6" Reinforced Concrete g It 1! 1! 8" Joists tal, Lath & Plaster jr" '..hite Finish Metal, Lath & Plaster 2|" Solid Plaster g TT TT T? Tile Tt Wood Block Metal, Lath & Plaster Wood or ' Metal IT Steel;' Case ment, :: Metal Casings S.S. B.Quality Clear 2 Field Coats i ; I.-. * *j . ?* rjf*.; iSttllliS Aren = ^Quantity Unit Cost Total edit 1460 s.fjZl ? 108 s.fiftH is! 48 l.f.^ 78 lif^-f? 1' 30.7 M 1.5 M 48 l.f. 78 l.f. $40.90 42.00 .75 .80 $ 1.228.00 63.00 36.00 62.40 100 s.f. :-,'; : 100 s.f. 496 s."f..-n 496 s.f. - -..- X*>.......... ': 1 .36 .54 625.00 265.00 36.00 267.84 312.50 132.50 2280 s.f. 2280 s.f. .39 309. PS- 570 s.f. 570 s.f. .23 151.10 1200 s.f. 1590 S.fe 1200 s.f. 15S0 s.f. .19 .065 22r : 9l- .y **; 670 s.f. 670 s.f. .23 id -:.: 500 s.f. (Gross) 2120 s.f.` 580 s.f. 2120 s.f. .23 .20 i?".-; * .r t r,-\ 202 s.f. 292 s.f. .30 r-?*.c 08 s.f. 1S00 s.f. 08 s.f. 1900 s.f. .55 .18 *i < 7*^ % 236 s.f. 236 s.f. .27 65.7. 660 l.f. 130 l.f. 4-6-0" 10-4-3" 4-1-8" 660 l.f. 130 l.f. 385 s.f. .25 ' .05 165.0G5j 227.00 IT 385 s.f. .125 48.12 tt 385 s.f. 38.50 " ` j. .i ' ' $5,374.21 n:>: :.... W ft*; .. <3*-* - mm It6ul ' tfateriel -2Area Broueh Ou antitv S-l-l-A . ?&*} T| '% :K ` i:;1:j lirt V- * v*r.pil.V$ $ Forward Unitj;r Cost^i,')' 4 Story & 5.374.21 1 Total Cost Main Entrance Entrance Doors :m.v. Kalaieih Interior Doors : :i4=*tr;|-S. r -. -W ood - : !'.! *> Door Bucks Metal'Comb. " Saddles - - .. .. ^fobd` Bath Room Saddles Wardrobe Fronts Roofinc Marble Wood 20 year Bond 1" Insulation Sheet Metal Shelving Kitchenette 'aintine Shades Stairs Stair Halls Structural Steel Fireoroofine Plurabine Heatiner * Electric Basement Flashings Leader Boxes Wood Closets 6 Tiardrobes Comule te Ceilings 7/alls. Trim Cloth Steel - Cement Treads&Landintrs Cement Columns, Beams * Lintels II Standard 2 Pipe Vacuum Oil Fired Standard Excavation, Walls,Floor, etc. Cost Per 12-2>0"x6'8" 8-26"x68" 4-3'0'!x6'8" ?! 100 s.f. 615 s.f. 1 60 s.f. 1 4 24 24 20 -- 4 100 s.f. 615 s.f. 1 4 4 aDts. 4 ants. 18 1 60 s.f. 4 aDts. 12 fins. 12 " ' _' Allow. Room - 11,787.06 - $982.2! 12 fischloblii; t 35 i 00 ft: . 7.50;.t t- n 4:75? --775 - ? 25.00 140.00 180.00 114.00 15.00 2.50 ' .50 10.00 50.00 .19 116.85 10.00 10.00 5.00 200.00 20.00 800.00 L.S. 1.00 320.00 18.00 952.00 .15 476.00 9.00 250.00 424.00 135.00 1.000.00 60.00 35.00 720.00 420.00 L.S. 1.250.00 $11,787.06 Cost Per Cu.Ft. - 11.787.06 s $ . 32,072 .33668 ' V.W-: *r V.;vl ' WiSh YORK CITY HOUSING AUTHORITY Technical Division^-. & -: Preliminary Estimate cf CompleteFfcatior & Material Costs Unit 3-3-3-T-D 4 Story ''item Exterior Wall Parapet';' " Coping.: Sills? ' Incinerator Pen t H.use Tile Wall Furring Stair Enclosure Floor Slabs R^uf Slabs Furring Ralls Plaster Ceilings Hung Ceilings Dividing Par titions Interior Par- titions Riainscoat Rath Ricm Floors Bath Room Floor's Kitchen Floors All others Double Partitions Base Kitchen Base V.:,,od Floors Picture Mould Sash Glazing Sash Painting Sash Material 12tr Con. Brick 811 11 Cast Concrete Flue,Comb.Chambor&Accessorles halls,Slab,Door & Skylight 2'* Unglazed ______ Vitritile 6" 6" Reinforced Concrete 9n 8 Joists Metal, Lath & Plaster |lf White _____ Finish Metal, Lath & Plaster 2j" Solid Plaster 2" Solid Plaster Tile Asphalt Tile Rood Block Metal, Lath & Plaster Asphalt Tile thcd or Matal Steel Case ment, Metal Casings S.S. B.Quality Jats'i .* Area Quantity U i 4372 s.f. f- 92 M 324 s.f. vi' 4.5 M 140 l.f. ;;1 140 l.f. 210 l.f. - f Sv -210 l.f. Unit Cost 40.00 42.00 .75 .80 Total Cbst 3.680.00 189 ..00 105.00 168.PC Complete 625.00 625. Ou 272.00 272.00 196 s.f. 1416 s.f. 196 s.f. 1416 s.f. .36 .54 70.56 764.64 6960 s.f. v6960 s.f. .39 2.714.40 1740 s.f. 1740 s.f. .23 400.20 3538 s.f. 5588 s.f. .19 681.72 4686 s.f. 4686 s.f. .065 304.59 1982 s.f. 1972 s.f. (Gross) 7548 s.f. 1982 s.f. 1972 s.f. 7548 s.f. .23 455.86 PS 455.56 .20 1.509.60 876 s.f. 876 s.f. .80 700.80 264 s.f. 264 s.f. .55 145.20 1100 s.f. 1100 s.f. .17 187.00 4920 s.f. 4920 s.f. .18 885.60 556 s.f. 556 s.f. .27 96.12 416 l.f. 416 l.f. .25 104.00 1668 l.f. 1260 l.f. 12-6>-0" 15-4'-3" 12-3-2" 12-1-811 1668 l.f. 1260 l.f. 937 s.f. .25 ' .05 t L.S. 417.00 65.00 600.00 937 s.f. :* 937 s;fv'-v. 53*iiaiasa* 104.62 93.70 -fife ,11 w ,i`g| m jf U:; < .* * *<i:.--htH ' 7;* >!!* * >-*.~*r j . ?* * 11 r `>.'1*:/ wi ^15y791vl7,;,::, *;> - -/'<* .. "; _ f tl&i Item r :' ^Material Main Entrance Entrance Doors Wbcfd ;i'iKalamein Interior. "... <i ?tl i 1' ' ' Door Bucks 'Me:t'al Comb. " Saddles - Wood Bath Rm. *v'*Hferble Wardrobe Fronts - --HH4:-Wood 20 year Bond . Roofing- 1" Insulation Flashings Sheet Metal Leader Boxes Wood Closets Shelving & Wardrobes Kitchen Dresser>Clos Cabinets et. Shelves Gas Range Standard Refriaerator If Ceilings Painting Walls. Trim Shades Cloth Steel - Cement Stairs Treads&Landings Stair Halls Cement Structural Columns, Beams Steel & Lintels Fireproofing ft Plumbing Standard 2 Pipe Vacuum Heating Oil Fired Electric Standard Excavation, Basement Walls,Floor, etc. - 2- Area Complete It 28-2'0"x6'8" 40-216.11x6 12-3'dx68" ff 68 12 816 s.f. 1773 s.f. 172 l.f. 2 |1| 48 Complete 224 s.f. 27850 lbs. M. Complete if tt it 3-3-3-T-D ; j :- 4 Story *r.x Quantity 1 12 ' VOhity. Cost - i* r;:: . #66100 35*00 f" Total Gs-st. 50 h 420 80 ;!:7i50 600,0; 80 :4.75 68 : : 75 12 : :2.50 816 s.f. - -- '--.40 380.00 51.00 30.00 326.40 1773 s.f. 172 l.f. 2 -.19 .80 10.00 336.87 137.60 20.00 12 apts. 5.00 60.00 12 " 12 " 12 " 50.00 35.00 75.00 600.00 420.00 900.00 12 " 48 75.00 1.00 900.00 48.00 1 224 s.f. 891.00 .15 891.00 33.60 27850 lbs. -- 12 apts. .04 L.S. 500.00 1.114.00 350.00 3.600.00 36 fims. 36 60.00 30.00 2.160.00 1.080.00 - L.S. 2.695.00 $32,994.64 Cost Per Room - 32.994.64 = #916.65 36 Cost Per Cu.Ft. - 32.994.64 r # 92,491 .357 ' V:j> . *v. ** -r tj-f5?^8* **!,`^ ' * ___________ ..y'^L.. ___________ NSW YORK CITY HODSING AUTHORITY ; . .. U:tai-^U3- .V.** sI.' .: . Teclmical^-Pi vision " ;.; ~|-.wish'lln'"> Preliminary Estimate of Comblate Labor & Material Costs : ; Item y v*--- = lilij tlRflExterior Wall rtf:!ffrParapet nail Ma terial 12" Con. Brick 6" " Cast Concrete pj-fflff-Tile Furring 2" Unglazed _______VItritile -^-^^-Stair Enclosure 6" 11 Flue,Comb.Cham- ' ' 1 i Incinerator Pent House Floor Slabs berfcA.ccessories Kails,Roof,Door & Sic.'light 6" Reinforced ______ Concrete 2 ii it ii Roof Slabs > 8" Joists T Metal, Lath Vts.ll Furring Plaster Ceilings Suspended Ceilings ft Plaster 1/2" Vshite _____ Finish Metal, Lath ft- Plaster Dividing Partitions Interior Partitions Vsiinscoat Bath Room 2b" Solid Plaster 2" Solid _______Plaster Tile Floors Bath Room Floors Kitchen Asphalt Tile Floors All others D-uble Partitions Base-Kitchen Base VivC*d Floors Picture Mould Exterior Windows hood Block ; Metal, Lath ' 6 Plaster Asphalt Tile . Wood or Metal T Steel Case ment, Metal ; := Casings : i .1 n. s. ; . Glazing Sash Painting ji? fSy!Sv; B. v'uali ty j^^^Oienr Glass rnm . :. i.-,it Sr\<a\s^rh.xv^:>:--.4;';r,*:?lV-ilSaski Area - . >r.ii5(.<sv' 6465::3\f; 465>;^f.: 199 l!:f. 252`lif. sooistf.. 1544^; f; Complete 8552 s.f. 2155 s.f. 6492 sf 5670 s.f. 2450 s.f. 2448 s.f. (Gross) 7888 s.f. 1168 s.f. 552 s.f. 728 s.f. 6400 s.f. 592 s.f. 283 l.f. 2144 l.f. 1560 l.f. 3.6-6'-0" 20-4*-3" 8-3'-2" 16-1-8" Ousnti tv 156 M 6.5 U 199 l.f. 252 l.f. 300 s.f. 1244 s.f. 8552 s.f. 2135 s.f. (V! 09 e f \J Z % ?* t J. 5670 s.f. 2450 s.f. 2448 s.f. 7888 s.f. 1168 s.f. 552 728 s.f. 6400 s.f. 592 s.f. 288 l.f. 2144 l.f. 1560 l.f. 1164 s.f. Unit Cost 340.00 42.00 .75 .80 .36 .54 625.00 272.00 .39 .19 .065 .23 .20 .30 .55 .17 -.18 .27 .25 .05 I..S. 1164 s.-f-.-3 fi`A;fev4.125 ... '. ' *r<m Unit _ 3-3-2-2-T-F " .,.... ;i"fis 4 Story Ai* 4 *m * Total Cost ifjW i 5.440.00 273.Oq : `; s'i:jrf.V -149,2^ 20K6Q - III ' - ;l' afar 108.00 : .%& 625.00 272.00 5.527.42 490.Sf 1.JL .. *J *j m . . 568.55 563.5C 565.01 1.577.60 934.40 .193.60 ~) i~. ? r~> / JL* ' : -J 1 1 OS JLt. . V. > 159.M1 72.00 556.00 73.00 --.c. 726.80 -yg -------- :1 116.40 , :>.U .Sf^TS v;^.20,103.15 Unit 3-3-2-2-T-F 4 Story Item -. :___________ ______________________ Brourht Forward* `r*.- :** ** *- - '- Material Area ' j . Sffiiit.; Quantity '* Cost 20.103.15 Total Cost Main Entrance Entrance Doors' ?. Wood oKalamein V:! : Complete ff n 32~20"x68" Interior Doors ' '4 Sti s.Wood 48-2'6'x6'8" Door Bucks Door Saddles 3ath Rm.Saddles .* .-5 * # : Combi Metal t rrffood --Mr- 'Mai'ble 16-3,0"x6,8" ft -- -- Wardrobe Fronts-- ' " Wood 1292 s.f. 20;year Bond Roofing l"* Insulation 2154 s.f. Flashings 244 l.f. Sheet Metal Leader Boxes Closets and Shelving Wardrobes Kitchen Dresser,Clos Cabinets et & Shelving Gas Ranee Refrigerator Standard ft Ceilings Pain tin:?: Walls. Trim Shades Cloth Steel - Cement Stairs Treads&Landin es Stair Halls Cement Finish 288 s.f. Structural Beams, Columns Steel & Lintels Fireproofing 8; Plaster ft It Plumbing Standard Heating Electric Basement 2 Pipe Vacuum Oil Fired Standard Excavation,Foot ings, vialls, Cols. ate. * 1 SSOiOO 16 <Z5\!00 96 96 80 16 1292 s.f. ; '4.'75 :-..75 ;2.50 : fi v .-. 50 2154 s.f. 244 l.f. 3 .19 .80 10.00 16 ants. 8*K 8 KT 8K 8K 5.00 50.00 200.00 35.90 75.00 Allow. 60 L.S. 1.00 1 288 s.f. 891.00 .15 31200 lbs. .04 Allow. 8K 8 KT L.S. 300.00 250.00 40 Rms. 40 " 60.00 30.00 Cost Ps3r Room - 41, 297.77 * 1,02!2.44 ^ 50.00 560.00 720.00 456.00 60.00 40.00 646.00 409.26 195.20 30.00 80.00 400.0' 1.600.0!'080. 0 r.;'v~V>* c% -* l.ooo.or 60. (X. 391.00 1 43.2; 3.243.Of 450. or 2,400.Of 2.ooo.or 2.400.or 1.200.0' 3.375.96 $41,297.77 Cost Per Cu.Ft. - 41.P.97.77 = $ 362 114,086 Cost of 40.Rooms $41,297.77 11 ' 24 (3-3-3-T-F) : 22.455.25 ~lr*F:- . Technical 'Pivision Unit 4-2-B Preliminary Estimate of'lCdEitilbte Labor & Material Costs 4 Story , iiV Item Material Quantity Unit Cost Total ^%'fBkterior 7fall ;.Ij-/Para2eJL ~j >llv!Coping -5.Sills_____________ t^`2"'Tile Furring V.*i : 'Stair Enclosure !i? Incinerator 'Pent House - Structural ' Slab Roof Slab Furring walls Ceiling Plaster Rung Ceilings Dividing Par- titions_____ Interior Par- titions Wainscoat Bath Room Floors Bath Room Floors Kitchen Floors All others Double Partitions Base Kitchen Base TiL-od Floors Picture Mould Exterior Windows 12" Cora. Brick 8" Cast Concrete Unglazed Vitritile 611 Flue,Comb.Chamber&Accessories Walls,Slab,Door & Skylight 6" Reinforced ________Concrete 2" Concrete ______ Joists Metal, Lath 6 Plaster V.hite Finish Metal, Lath & Plaster 2|" Metal,Lath & Planter 2" Metal, Lath & Plaster Tile Asphalt Tile Wood Block Double M., L. & Plaster Asphalt Tile Wood or Metal Steel Case ments, Metal Casings Glazing Sash Painting * Sash ..,, v.-:-...<.i-.v>.*, -i _SiS.vB. Quality ' .Clear Glass *Feld: Coats i.1 . 1725 svfy 151 :sf L 56* Ml 92 Ef. i r 100 svf 416 Bvf. L;S/ 2780 s.f. 695 s.f. 1380 s.f. 1890 s.f. 770 s.f. 580 s.f. (Gross) 2880 s.f. 292 s.f. 88 s.f. 403 s.f. 1936 s.f. 236 s.f. 148 l.f. 672 l.f. 528 l.f. 4c-6`-0" 10c-4i-3" 4c-3'-2" 4C-H-8" %i.; _!*> ri*? V.. 56.0 M 1.8 M 56 l.f. 92 l.f. 40.00 42.00 .75 .80 100 s.f. 416 s.f. .36 .54 V Complete 1 _2_ 2780 s.f. 625.00 272.00 .39 695 s.f. ,25 1380 s.f. .19 1890 s.f. 770 s.f. 065 or 580 2400 s.f.PI. 2880 s.f. L. ,23 .20 292 s.f. 80 88 s.f. .55 408 s.f. .17 1956 s.f. .18 256 s.f. .27 148 l.f. .25 672 l.f. 528 l.f. 2S .05 428 s.f. L.S. 1.440.00 75.60 42.00 73.60 36.00 224.64 512.50' 136.00 1.084.20 159.85 262.20 112.85 177.10 155.40 576.00 253.60 48.40 69.56 348.48 63.72 37.00 163.00 26.40 270.00 428 s.flvU .125 53.50 428 si'f* wmio. . -I.',; VI 42.80 $6,207.20 V ,A-Wssife"** Item Main Entrance Door Entrance Doors Interior Doors Door Bucks " Saddles Wardrobe Fronts itoofine Sheet Metal Shelving Kitchen Cabinets Gas Ranee Refrigerator Paintine Shades Stairs Stair Halls Struct. Steel Fireproofing & Plaster Plumbing Keating Electric Basement 2- **{v t }. Material >r5 1: V*d. Area Complete Cuanti tv : Stepait !* Cost 1o . . JlSQ.pO ; J|H.Kalamein **V 't * If ' ! : hood Metal Comb. r * H\OOd * iAaroxe hood 20 year Bond 1" Insulation Flashings Leader Boxes \*ood Closets & hardrcbes hood Dressers, Shelvine. etc. Standard 1! Ceilings j halls. Trim i Cloth ' Steel, Cement : TreadsRLendincs : Cement Finish Bosons & Cols. j i .....r.t..... - - tt - Standard 2 Pipe Vacuum Oil Fired Standard halls, Floors, Stairs & Cols. *t ! 4-3'x7 4-28"x6'8" 16-2'x6'8" 16-2'6"x6'8" II -- 80 s.f. 716 s.f. C\ - Comol'ste 60 s.f. -r. _____ _ .....- ........... Coraplot*'; II It fl 8 32 32 28 A 80 s.f. ' 716 s.f. o 4 ants. 4 ants 4" 4" 4" ?? 1 60 r.. f. 10600 lbs. 1 4 ants. 16 Pans. 16 " 1 '^35.00 1 -'7.50 i - 4.75 - .75 r. ^ uKvn ' .50 .19 10.00 5.00 50.00 35.00 75.00 100.00 1.00 952.00 .15 .04 L.S. 325.00 60.00 30.00 L.S. Cost Per Room - 13.458.22 = 5841.13 16 Cost Per Cu.Ft. - 13.458.22 s l 0.36 37,324 Unit 4-2-B 4 Story- Total Cost if 8 2:5.00 280.00 240.00 152.00 21.00 10.00 40.00 136.04 20.00 20.00 200.00 140.00 300.00 400.00 P *> nr) 47G.00 9.00 424.00 125.31 1.500.00 960.00 480.00 1.405.07 13,458.22 . .i -. "ife: *,*:*< ' Vsi- Mfift YORK CITY HOUSING AUTHORITY >, : '.;%>* Technical Division . v; -? 5 Preliminary Estimate'lof^Sompl etc- Labor & Material Costs Unit 4-4-4-T-D\F7 4 , Story; .3. ;:[. 7W.H: 1 tom Material Area Quantity Unit Cost Total Exterior Rail 14 K Parapet VjjSY* ` Coping :f;l*< - Sills ;p- - ,- j*JL - r *>. Ji" Tile Furring Stair Enclosure Incinerator Pent House Floor Slab 12" Com. Brick 8" Cast Stone 2" Onglazed Vitritile 6" Flue,Comb.Chamr bo r&Accessories Walls, Slab, Door ___& Skylight 6" Reinforced _____ Concrete 5042 s.f. '- 590 s.f. -167'l.f. 275 l.f. 196 s.f. 1416 s.f. Complete 8412 s.f. 106 M 5M 167 l.f. 275 l.f. 196 s.f. 1416 s.f. 1 84.1.2 s.f. 40.00 42.00 .75 .80 .36 .54 625.00 272.00 .39 4.240.00 : 210.00 * 125.25 220.00- 70.56 764.64 625.00 272.00 3.280.68 Furring .?,11; Plaster Ceilings Hung Ceilings Dividing par- titions Interior Par ti tions Lainscoat Bath Room Floors Bath Room Floors Kitchen Floors All others Double Partitions Base Ki tchen Base Wood Floors Picture Mould Exterior Windows vwfae.W*l^.. Glazing Sash; Painting ' -Sash-- 1. 0hzms> - Joists Metal, Lath & Plaster Finish Metal, Lath ! fr Piaster 2$ Solid I Plaster 2" Solid Plaster Tils Asphalt Tile Rood Block fetal, Lath & Plaster Asphalt Tile Wood or Metal Steel Case ments, Metal Casings ' .f::S;S. B.Quality Qoar eld Coats g^,:- 2105 s.f. 2103 s.f. 23 483.69 4184 s.f. 4184 .19 794.( 7960 s.f. 7960 s.f. .065 517.40 2410 s.f. 2410 s.f. .23 554.50 1972 s.f. (Gross) 7844 s.f. 1972 s.f. 6250 s.f.(PI 7344 s.f. .20 455.56 1.568.30 876 s.f. 876 s.f. .80 700.80 264 s.f. 1172 s.f. 26-1 1172 s.f. .55 .Tilr* 145.20 199.24 6136 s.f. 6156 s.f. .18 1.104.48 356 s.f. 556 s.f. .27 96.12 432 l.f. 452 l.f. .25 108.00 2304 l.f. 1012 l.f. 12c-6*-0 23c-4 *-3" 20c-3 *-2" 120-1*-811 2304 l.f. 1012 l.f. 1293 s.f. .25 .05 L.S. 576.00 50.60 801.66 1293' sVfr^^-'v 1- .125 * -** .v wmmm ifc.10, rffyv-v *- '* ** - * t Kpto. i,V*Vt .'5 A** i <T; :*h* * fV. ; * ' "X* 1". i*ST 161.65 . 129,50 8-25?-SSit5aft :z-i -. v'- ; - A*I _...... 5HiVtt?>it*f* :* s-tf r : : 2- j t .*:* *** ,'tJ -U * Item x ;`" :: Material Main ntronce>^, y Door "' *- / * Fn trance Doors1 rV: Interior Doors -'' i'] t \ Wood Knlnmein Wood Door Bucks Metal Comb. " Saddles - Wood Bath flni. " - ` Marble Wardrobe Fronts Wood 20 year Bond Roofing 1" Insulation Flashings Sheet Metal Leader Boxes Wood Closets Shelving ft Wardrobes Kitchen Wood Dresser Cabinets Clore t&Shalvos Gas Range Standard Refrigerator ft ! Ceilings-Kalso- Painting nine--fs.alls & Trim-Lead ft Oil Shades Cloth Stool - Cement Stairs Treads.'-Lrndi nee Stair Halls Cement Finish Struct. Steel Beams ft Cols. Fireproofing & Plaster !! ff Plumbing Standard 2 Pipe Vacuum Heating Oil Fuel Electric Standard Walls, Floor, Steps, Cels.- Basement etc. Area Complete 12-5*x7< 36-2'x6 *8" 52-2'6"x6 *8" 12-3'x6'8" 100 88 12 816 s.f. `i *.* ?i -}. '3* fy '- Brought! -'Forward * -M-H '..Unit Quantity k ' Cost X1 * ^f5 $50.00 : r?ft 12 35.00 100''J "i-t if? w 7.50 100 88 lj>".-. :x; 816 s.f. 4.75 .75 2.50 .40 2116 s.f. 2116 s.f. ' .19 2 2 10.00 12 acts. 5.00 12 n 12 n 12 50.00 35.00 75.00 L.S. -- 67 1.00 225 s.f. 1 225 s.f. 33200 lbs. 891.00 .15 .04 12 DtS. L.S. 520.00 48 Rns. 48 " 60.00 30.00 !* ' ' . L.S. Unit *1--4-4-T-B 4 Story 18.255.87 Total Dost $ 50.00 420.00 750.00 475.00 66.00 30.00 326.40 402.04 20.00 60 00 6-X-.00 420.0=0 q 'V' # f>n 1,coo.d o 67.00 891.00 33.75 1.328.00 572.00 3.840.00 2.880.00 1.440.00 3.417.21 $38,202.27 Cost Per fioon 58. 102.27 = $795.88 48 Cost Per Cu.Ft. - 58,202.27 $ 34.57 . ": Exterior :Wdliu UP / > ;; Parapet -. ',** n,*: * " *-*f" ' Bulk 'Head '* ! - i'ki jtgOO'&.^g ... > - X:; .Tile. Furring tp t. Stair Enclosure 6"i:Maais& !Pll5"sVr.' $ 2 590' s.f. ihi:-;: -\ ' 590 s.f. - .' rODffl? 'Vsvm "**' 'JjjS r; Incinerator ber&Accessbi* fe'Corapiete 650.00-~ ir Pent HouseStructural Slab Store Slab loof Slab Boof Slab Stores Furring Walls 6* Reinforcedis:v Concrete'7" 5il!_ 2" Concrete 8" Joists 2M Concrete 10" Joists Me tal, Lath & Plaster 2085 s.f. 695 s.f. 498 s.f. 695 s.f. 500 s.f. 1550 s.f. X _2_ 2085 s.f. 695 s.f. 498 s.f. 695 s.f. SCO s.f. 1550 s.f. 272.00 .59 .44 .56 .25 .25 .19 ; 505.80 - 179.2<' 159.85 125.00 252.70 Ceiling Flaster Suspended Ceilings Dividing-- Partitions Interior; j Partitions' White ______ Finish Metal, Lath & Plaster 2j'!-Solid^ piaster :2" Vi- r-' V.;* 1890 s.f. 1890 s.f. 1255 s.f. 1255 s.f. 455 s.f. 455 s.f. (Gross) . 2160;s.f. : 2l60!s:f. :`k jtj * ' rt2l9)im^ im ,,v'5' ^ HffiS .065' 112.85 .25 284.05 100.05 .20 452.00 . ' tM - ;80 :"P iliMl75i20;PPp ^:66%^ag l 7ririFloors4M'tvc1ieffi^'.A ^'^Asphalt ^Tdle'--.'' - > .^mmv\ Wood Blbck~;-1 "1 ~264tQus?$'$$& iP:'- .17.PP ijMMil&iQ? U.#[ - .18rP W-47S;. 20 Ppp yrmiaaw KfiPft1*" c-f 25 fe**? HiMJ27i75- ?Hg^764tl:!!f^:> * :-.*M'P25&*S' _________ Coo-y^ zosrtm itSlWaOiOO^I' **i- `.`S^KiSgr Item Ma ter a Area Quantity Exterior Wall Parapet " Conine Sills Tile Furring Stair Enclosure Incinerator Pent House Floor Slabs Roof Slabs Wall Furring Plaster Ceilings Suspended Ceilings Dividing Partitions Interior Partitions 'wainscoat Bath Room Floors Bath Room Floors Kitchen Floors All others - Double Partitions Base --- Kitchen Base ....... Wood Floors Picture Mould.... Exterior --- Ydndows Glazing. Sash- ' Painting -;:Sash~g 12" Com. Bb'i#'.' pit if ;*ttJ-;!5 Cast Concrete.*!r : ii it 2" Onglazsd Fni Vitritiie 1 6" " Flue, Comb. Cham-f > ber&Accessories Walls,Roof,Dopr^ & Skviight'-i--; 6" Reinforced!- Concrete 9 I! II 8" Joists Metal, Lath 6 Plaster white Finish Metal, Lath Plaster 2.1" Sclid Plaster 2" Solid Plaster Tile !l Asphalt Tile Wood Block Metal, Lath 6 Plaster Asphalt Tile - Wood or.......- Metal ' II Steel Case ment, Metal Casings - S.S. B.Quality Clear Glass- 2 Field Coats 5503 s.f. 419 s.f. 180 l.f. 286 l.f. 196 s.f. 1272 s.f. Complete `l! 9040 s.f. 2260 s.f. 4532 s.f. 6090 s.f. 2450 s.f. 2088 s.f. (Gross) 10232 s.f. 876 s.f. 264 s.f. 1164 s.f. 6780 s.f. 708 s.f. 436 l.f. 2512 l.f. 2000 l.f. 12-6'-0" 32-4'-3" 12-3*-2" 12-1'-8" II 115.5 If 5.9 M 180 l.f. 286 l.f. 196 s.f. 1272 s.f. 1 1 9040 s.f. 2260 s.f. /fT?p c p 6090 s.f. 2450 s.f. 2088 s.f. JQ939 s.f. 876 s.f. 264 s.f. 1164 s.f. 6780 s.f. 708 s.f. 436:l.f. : 2512 l.f. 2000 l.f. 1376 S;.f. ; - 1376 s.f. ;1376 s.f. - i :.. :* 1 : ; ; ...........:.;,.. . ;.:i -/-r .:-?t*&r-&- ' 'VrldK?" *:- Unit - !.i *' ****< t Co 31# Total Cost. 40.00 42.00 .75 .80 VM!; . S!:r4T620.00 ;-:4^247.80 ^^135.00 --^328.80 .36 -tit =70.55 .54 1 ' ':iF>:is86.8? i V -J' 525.00 ' * 625.00 272.00 ' -r'H-n-:.-272.00 .39 ' 3.525.60 .23 - 519.80 .19 861.05 .065 395.8;- . :?$ 563.50 .23 480.24 .20 2.046.40 .80 700.80 145.2:' .17 197.80 .18 1.220.' .27 191.1 = .25 ' 109.0 .25 623.CC .05 100.OC L.S. 852.78 .125 ........ -172.OC .10 -157.60 $19>733v3C .j ' +*!!$$&f$n  ' ''. ;'lK`;i ^V;.... \'-':;;fl,y|it;!|';r;s', :'- A. ' ' 'i *"Tr*^N?-f sSr* i;: -2- :-r* Item ' 'jm f'a in Entrance-^^' .'Entrance DoorS ; Material Wood Kalamein Interior Doors'^: ` f'.M : VtGGCl Door Bucks ~ii- Comb. Metal Door Saddles V;-, Wood Bath Rm. Saddles*; Marble Wardrobe Front's"-' 7(0 od Rcofine 20 year Bond 1" Insulation Sheet Metal Flashings Lender Boxes rhelvin^ Closets .and Wardrobes Kitehen Cabinets S?; s Ranee Refrigerator Drosssr,Clos et & Shelving Standard tf Ceilings Paintine Walls. Trim Shades Cloth Steel - Cement Stairs Trends&Lnndines Stair Halls Cement Finish Structural Steel Beams, Columns & Lintels fireproofing & Plaster rr if Plunbine Stand ard 2 Pipe Vacuum He a tine Oil Fired Electric Basement Excavation,Foot ings , Walls , Cols . etc. Area Complete n 40-2*-0" 56-2*-6" 12-3'-O" II * 868 s*f. 2290 s.f. 220 l.f. 3 192 s.f. ' .cuiaiir;. i-S-ir>?f -. f ri. vff*'.-! Ourntitv-'"-' X VA . X V*. Uni t Cost 1 ' V $50.00 12 * v >/! * 35.00 108 - 4 4*:t 108 ' " 96 : ! v. 868sVf' 7.50 4.75 .75 2.50 .50 2290 s.f. 220 l.f. 3 .19 .80 10.00 12 acts. 5.00 12 ants. 12 u 12 50.00 55.00 75.00 Allow. 68 I 192 s.f. L.S. 1.00 8S1.00 .15 35400 lbs. .04 Allow. 12 apis. L.S. 320.00 52 Rms. 60.00 Cost Per Room - 40,636.20 = $781.47 52 Cost Per Cu.Ft. - 40.656.20 s $ .34 119,287 Totfll Cost 4-4-5 -- $40, 636.20 Cost of 52 Rms. in'4 fim.Apts. @ $795.88 = 25 468.16 Cost of 20 Rms. in'. 5 Rm.Apts. 15,168.04 . . Cost psr.sMdia'^(5),,$758.40 - C- ost psxvf&u : ?* *T -i &&= ' . Unit 4-4-5-T-D 4 Story vxh t i Total Cost X t *50.00 420.00 810.00 515.00 72.00 50.00 434.00 435.10 176.00 30.00 60. CO 600.00 420.00 900.00 1.100.00 68.00 891.00 28.80 1.416.00 450.00 5.840.00 3.120.00 3.479.00 $40,636.20 . s &**!* i '.*iS4iiJMH* - M .W : -o-v:# .ijr: i`' * Item ' >'3 ' ./ .rf*! P.l Main Entrance-^*1*- #-i Entrance Door3*`H Oh* Material wood Kclamoin Interior Doors ;.f:| UrtOd Dc .r Bucks !' " Metal Comb. Door Saddles' " 00* *= ' fee*d Bath Rm.'Saddles? r.i- Marble hardrobe Fronts Wood .. .20 year Bend B.cofins 1" Insulation Flashings Sheet Metal Leader Bcxos Closets and 2heIvin? Wardrobes hi tchen Dresser,Clos Cabinots et ft Shelvinr G&s iianae Stand ard Refrirerator I! Ceilings Fc.intinfr Walls. Trim Shades Cloth Steel - Cement Stairs TreadsftLandin ,es Stair Halls Cement Structural Beams, Columns Steel 6 Lintels Firenroofinp- IT Piumbintr Standard 2 Pipe Vacuum He atin? Oil Fired Electric ' Standard Excavation, Walls,Floor, Basement etc. 2- - Area Complete ft 16-2-0" 20-2 *-6 4-3~0" i; -- -- 172 s.f. 38S s.f. 96 l.f. 2 -- -- 60 s.f. -- Complete II II '. 4 *ivri.;'; , - ia-.iA..* ,; ' f 7>V^fi'.;-i:JL> L'UKlllJ HLUX ft CIA <A it ' Unit Cuentitv't- i Cost . W: '-.i'l:! 1/2 -id* ^50.00 4 ?> 35.00 ' i *lvev 40 . - V: 7.50 Unit 5-1-B 4 Story C-- t t U/U v Total Cost \ 1 25.00 140.00 300.00 40 38 4 ^>VJ 172 s.fr: 4.75 .75 2.50 .50 ' 190.00 27.0.0 10.00 86.00 886 :s.f". 96 l.f. 2 .19 ' .60 10.00 168.34 76.80 20.00 4 nets. 7.50 50.00 4" 4" 4 11 50.00 55.00 75.00 ?cn. cr 14 0.'-2T#*V> # ` A t! 26 120.00 1.00 4SO.00 26.CC 1/2 60 s.f. 952.00 .15 476.00 9.00 13400 lbs. 4 ants. .04 T r> u i- 325.00 536.00 175.0': 1^'O.Cv 20 Re s . on 60. ('.0 ?.n # rf; 1.200.no Gr-^. r*r It Allow. L.S. 1.630.00 $15,760.21 Cost Per Room - 15.780.21 = $789.01 20 Cost Per Cu.Ft. - 15.780.21 - $ 46,188 .341 Technical Division Preliminary 'Estimate of Complete"Labor & Material Costs "T : . :> Jisraa-ta ' ---- UliJL v . 3-3-3-T-E-A 6 story Elevator *item --. .* -'imiL+ * T . - Exterior Wall Parapet reaping Sills Tiie vFurring Stair & Public :Hall Ericlos. . incinerator Stair Pent House Floor Slabs Roof Slabs Furring Ext. Walls Plaster Ceilings Hung Ceilings Dividing Partitions Int. Wainscoat Bath Room Floors-Bath Rm. Floors-Kitchen Floors All others Base - Kitchen Base Wood Floors Picture Mould Sash Glazing Sash Painting Sash Elevator Shaft End. Stair & Public Hall Floors Material IS11 Com. Brick 8" Cast Concrete 2" Unglazed _______Vitritile . ; Area A--'- 6751 slfi i 557' s 145 l.fUi 321 ItPA 294 s. Quantity 142 M 4.7 M 145 l.f. 321 l.f. 294 s.f. 6" 11 Flue,Comb.Chamber&Accessories Walls, P.oof, Door ___fir Skylight 6" Reinforced ______ Concrete 2" " 8" Joists Metal, Lath Plaster jr" White ________Finish Metal, Lath Plaster 2| Solid ________Flagtor 2100 s.tiy Complete- -- 2100 s.f. 10500 s.f. 1750 s.f. 5640 s.f. 8400 s.f. 2510 s.f. 2628 s.f. 11718 s.f. 10500 s.f. 1750 5640 s.f 8400 s.f. 2510 s.f. 2628 s.f. 11718 s.f. Tile Asnhalt Tile 1514 s.f. 596 s.f. 1596 s.f. 1514 s.f. 396 s.f. 1596 s.f. Wood Block Asphalt Tile Wood or Metal Steel Case ment, Metal Casings S.S. B.Quality Clear________ 2 Field Coats 7446 s.f. 612 l.f. 2676 l.f. 1800 l.f. 18-6'-0" 24_41-3t 18-5'-2" 18-1*-8" 7446 s.f. 612 l.f. 2676 l.f. 1800 l.f. 1440 s.f. 1440 s.f. 1440 s.f. 6 Hollow Tile 1014 s.f. 1014 s.f. Unit Cost 40.00 42.00 .75 .80 .56 .54 760.00 272.00 .39 .19 065 .25 .20 .80 .55 .17 .18 .25 .25 .05 L.S. Total :,Cost 5.680100 197.40 108.75 256.80 105.84 1.154.00 760.00 272.00 4.095.00 402.50 1.071.60 546.00 551.50 604.44 2.545.60 1.051.20 217.80 271.52 1.540.28 155.00 669.00 90.00 929.40 .125 .10 54 180.00 144.00 544.76 10*. 80 23>606.37.. -7 .** _<*,ajv ev*. -4`.r). :-^i.s|V-. i *ir* -$f -c Unit ;-3xIlr*S-S-T-fi-A .^ -6 Story ':! r^Hl * -Elevator Item Main Entrance Entrance Doors `nterior Doors Door Rucks Doer Saddles Bath Rm.Saddles' wardrobe Fronts Reefing Sheet Metal Shelving Kitchen Cabinets Gas Ranee Refrigerator pointing Shades Stairs Structural Steel Fireproofing Plumbing Heating Electric Basement Elevator " D.ors Elevator Pent House c j liji;.'/;; Material Aren KalcQMne**iii * ; Comb.- Metal Wo6d*" Marble! Ttood : 20 year Bond 1" Insulation Flashings Leader Boxes Seed Closets & Wardrobes Dresser,Clos et & Shelving Standard tl Ceilings. Walls. Trim Cloth Steel - Cement Tre ad s&Lnndin gs Beams, Columns & Lintels tl Standard 2 Pipe Vacuum Oil Fired Standard Excavation, balls.Fleer.etc. Push Button 1200 lbs.@ 100 Kalamein Walls,Roof,Door 6 Skylight Complete I! 54-2'0''x68!I 60-2'6"x6'8" 18-S'0"x6'8 tl tl 864 s.f. 1865 s.f. .185 l.f. * Ccmnlo-to it it ConmlDto it it ti n ti n it ti ti Cuanti tv 1 24 152 ' 1-- v cistUnitd^l- Cost;f;iK ? STotal ' i? ** '** 850.00^?<& 50.00 35.00:1:'1 If! *. 7.5#t' 840.00 990.00 132 114 18 864 s.f. 4.75; .75'if 2.50 . .50 627.00 85.50 45.00 432.00 1865 s.f. 185 l.f. 3 .19 .80 10.00 354.35 148.00 30.00 18 nets. 5.00 90.00 18 ,f 13 " 18 ,! 50.00 35.00 75.00 900.00 650.00 1.550.00 13 " 72 L.S. 1.00 . 1.200.00 72.00 .1 1.217.00 1.217.00 46000 lbs. Allow. 18 apts. .04 L.S. 300.00 1.840.00 975.00 5.400.00 54 Rms. 54 " 60.00 30.00 3.240.00 1.620.00 L.S. 5.587.35 ) i) L.S. 5,700.00 7) 1 L.S. 325.00 Cost Per Room . 55*554 t.57 - $1,025 .08 54t $55,354.57 Cost Per Cu.Ft. - 55.554.57 = $ ".., ;,,;130.884. .423 W^T- .... J , ' 'ilpr." _ J'J -- I I f ' ' * ^`S*? * .. tUs. . . ; .:-; ; i..i . . . : . r . \...* .r,v? '*i:^' Uvf^igilp]gyrgSsr' !i:%*?! !.,:: * J './ *.r>: V!>, * *' *,r/;*^&vHSW3rvgr"f-i" v?*'f ?y.|; 4%.f i.<: HEW YORK CITY HOUSING AUTHORITY -A.lt -1. : ' Technical Division Preliminary Estimate of Conipleite Labor & Material Costs 3-0-3-3-X-E-A :- : /: ^ . 6 Story Elevator. V- !--.hsH Item erior 7/all araoet Tile Furring Stair & Public ' Hall Enclos. Incinerator Stair Pent House Floor Slabs Roof Slabs Furring Vails Plaster Ceilings Hung Ceilings Dividing Partitions Int. Wainscoat Bath Room Floors-Bath Rm. Flocrs-Kitchen Floors All others Double Partitions Base - Kitchen Base WTod Floors Picture Mould Sash Glazing ... . Eginting, .Sash; Stair 6 Public?: Kali Floors` Material 12tr Com. Brick 811 Cast Concrete 2" Onglazed Vitritile 6" " Flue, Comb. Chainber&Accsssories Walls, Roof,Door & Skylight 6" Reinforced _______Concrete 2" " 8" Joists Metal, Lath & Plaster White ______ Finish Metal, Lath & Plaster 2j" Solid _______ Plaster 2" Tile Asphalt Tile Wood Block Metal, Lath fe Plaster Asphalt Tile Wood or Metal Steel Case ment, Metal Casings : S.S..B.Quality h'i r Clear Glass '-'2i-=Fleld Coats 'M^E^Finl sh l-jL6w.Tile` Area?" . *1 ! 10556 sSf. . 476JLS.Lf. 204' Ivf.415 (L k f. 168 a;f. 3018 s.f. Complete 15282 s.f. 2547 s.f. 8466 s.f. 11475 s.f. 3015 S.f. 2604 s.f. 15618 s.f. (Gross) 1752 s.f. 528 s.f. 2640 s.f. 10550 s.f. 1416 s.f. 1038 l.f. 4068 l.f. 2760 l.f. 24-6-0" 24-4'-3 30-3'-2" 24-1 '-811 732 s.f. 1014 s.f. Quantity. Unit JL.ZJL 415 l.f. 140,00. 42.00 . .,75_ 80 168.,.sj. ..5018... s,.f. -M. 14. .76Q,.QQ. ?72.00 .15282__s,fj_ iMUtLu 8466 s f. .23 .19 .114.75_.s_j:, .065 .5015.s.f,. .25 2604 s.f. 15618 s.f. .23 .20 1752 s.f. 528 2640 s.f. 10550 s.f. 1416 s.f. 1038 l.f. 4068 l.f. 2760 l.f. 1839 s.f. .80 .55 .17 .18 .27 .25 .25 .05 L.S. 1839 s.f. : -125 1859 s.f. V^IQ.. 732 s.f;^5 1014jyS*f^|j i'112Total i&L- * 8,680.00 81.40 -.if.fcef.n: 155.00 550-40 1,629.72 ..760.00 272.00 5.959.98 585.81 1.608.54 745.88 695.45 598.92 2,123.60 "<>V 1.401.60 290.40 448.80 1.865.00 582.32 259.50 1.017.00 138.00 1,186.68 165,90 109.00 -5.44.76 4l|" sipP $33,337; 82^1;:^ .! Item . ' *t -Main Entrance -Entrance Doors : :* v v - * ..Interior Doors * ?t i i)o6r `Bucks Door Saddles Bath Rm.Saddles wardrobe Fronts Roofine Sheet Metal Shelving Xifccbon Cabinets Gas Ranees Refrigerator Paintine Shades Stairs Structural Steel Pireoroofine 'luiabinc Heating Electric Basement Elevator " Doors Elevator Pent Bouse Material !TS feTO ` '!V . ' 1 Unit* ?<of3*~'.................... 3-3-3-3-X-Er-A /'*# t:' TM * ** ;i? *.v- j-.-.f ' r"i;^ter^vr!; i 6 stoiy .;; Elevator Area Quantity J JL V Jl I# CU U Unit Cost % .US T.-tal lost hood Kalamein Rood Comb. Metal wood Marblo Wood 20 year Bond 1" Insulation Flashings Leader Boxes Wood Closets 6 Wardrobes Dresser,Clos et 6 Shelving Standard f( Ceilings Walls. Trim Cloth Steel - Cement TreadsftLandings Beams, Columns & Lintels 1! Standard 2 Pipe Vacuum Oil Fired Standard Excavation,- Trails, Floor, etc. Push Button 12QQ lbs. 100> Kdlamoin Walls,Door,Grat ing'.* Skylight ComDlote ' 1 It 30 132-2'0'x68,r 48-2'6"x6>8" . ... 204 24-30''x68'>- ' 204 180 -- 24 408 s.f. 408 s.f. $50.00 35.00 7.50 4.75 .75 2.50 .50 2545 s.f. 4 2545 s.f. 4 .19 10.00 Complete n t? I! ?f !! 24 acts. f! 24 " 24 " Allow. 102 5.00 ' 50.00 35.00 75.00 L.S. 1.00 If * JL 1.217.00 Complete 79000 lbs. 24 aDts. .04 L.S. 300.00 ii 72 Rms. 60.00 it 72 30.00 i . Allow. LX"' it (Slide) 1 7 L.S.) L.SL) It Allow. l Ts . . xi'-l 1 Cost Per Roon - 74.183.70 = 1,030.40`iV 72 "'" l " $ - 50.00 1.050.00 1,530.00, 969.00 135.00* 72.00 204.00 483.55 4'!. UO l?o*no 1.200.00 840. no 1.800. CO 1.5O0.0::10^.00 1.217.00 3.160.00 1.650.00 7.200.00 4.320.00 2.160.00 4.823.33 5,7"0.00 325.00 $74,188.70 :: r-i:; Cost Per Cu.Ft. - 74.163.70 = r< v,* .399ii. .: *. i-:!- : '%.%y ) tl .*f5a^ /* ....... **v*-.. -.v.,,;::^|jfe^M;^|S3f.:. . _ Tecfaiical Division ; 4-4-43^p};!::;;|iJ " :.:<:* VSSl '*pK Preliminary Estimate 6f'Complete Labor & Material Costs 8-iel r ~. KJtiirW * > > - Item Material .j-..V-V}rrr'h~l; * i-i { t "Sea'** Unit Cost r&gh- 'i;'1i.f:!.&cterior Wall 12" Com. Brick 170 M $40.00 /Isi&sParapet 11 8" ' 4l2-1's<:.-f. 6 M 42.00 TIlfGoBlng;jpk Cast Concrete 177*3raf`. 4Q2id:Jf 177 l.f. 402 l.f. .75 .80 rii 2" Dnglazed i&f-fTile Furring * *L^Sta* i_r &o PTVu.l*b1 l4ic Vitritile 294-* S .`f. 294 s.f. .56 $>j '- Hall Enclos. 6" 25701b'if-. 2570 s.f. .54 r -iVy> Jt-- '. i'v ^.Incinerator Flue,Cuab.Cheaber&Accessories' 'Complete 760.00 :Stair frails,Roof,Door Pent House ft Skylight 272.00 6" Reinforced Flour Slabs ______ Concrete 15056 s.f. 15056 s.f. .59 2" fLuf Slabs 8" Jcists 2176 s.f. 2176 s.f. .25 Furring Metal, Lath Ext. fells & Plaster 6840 s.f. 6840 s.f. .19 Plaster V" White Ceilinirs Finish 9900 s.f. 9900 s.f. .065 Hung Ceilings Mat-il, Lath & Plaster 2610 s.f. 1610 s.f. Dividing Partiti^ns 2V" Solid _______ Plas ter 2628 s.f. 2628 s.f. O'* Int. 2" .12750 s.f. 12750 s.f. .20 Wainscoat Bath Room Tile 1514 s.f. 1514 s.f. .80 Fli-urs-Bnth Pan. 596 s.f. 596 s.f. 55 Fl.ors-Kitchen Asphalt Tile 1668 s.f. 1668 s.f. .17 Fleurs All others Y>.od Block 9762 s.f. 9762 s.f. .18 Base - Kitchen Asphalt Tile 648 l.f. 646 l.f. .25 Base * Wiod Floors Picture M.uld Wood or Metal 5584 l.f. 2400 l.f. 5584 l.f. 2400 l.f. .25 .05 Steel Case 10-6*-0" Sash ment, Metal 42-4'-3" 1860 s.f. L.S. Casings 18-3'-2" 18-1-8" Glazing Sash Painting Sash S.S. B.Quality Clear________ 2 Field Coats 1660 s.f. 1860 s.f. .125 .10 Elevator Shaft End. 6" Hollow Tile 1014 s.f. 1014 s.f. .54 Stair & Public.' Hall Floors' i Cement Finish 72 s.f. 72 ; -i .15 Dw-uble Par ti tion*;CSvj,fli;*E?* 'Sr-'-hA - * >: <} 'l:l*s&3 ^.Mejtal, Lath t$Plas ter 1062 s.f. io^iSi#7 : ! i. ,* i 6 Stoxyi-..:--'-^^.::^. Elevator Z&C-.IM- , ' .. . I > Y * $ - TotalsCost: 1i -t G.809.0Q252.00 152.75 521.60 ifrMtt 105.84 1.279.80, ij 760.GO- 272. 00 5.091.84 500.48 1.299.60 645.50 600.30 604.44 2.55-.00 1.051.20 217.80 255.56 1.757.16 162.00 646.00 120.00 1,191.60 252.50 186.00' 544.76 10.80 286.74 rnO-r`: O ;~;-Y ' *' - * * `i v` vn ?* r. -2- Itea ' -f:'Material Area Main Entrance Wood Entrance Doors !i ri:rl:i;Kalaaein Interior Doors v: p'V*;-ftood f } -V : . Door Bucks -Comb. Metal Door Saddles . 0 - *- Wood Bath Rm.Saddles--- Marble Wardrobe Fronts Wood ... .20 year Bond Roofine 1" Insulation Flashings Sheet Metal Leader Boxes Wood Closets Shelving & Wardrobes Kitchen Dresser,Clos Cabinets et & Shelving Gas Ranee Standard Refriaerator II Ceilings Paintine Walls. Trim Shades Cloth Steel - Cement Stairs Treads&Landincs Structural i Beams, Columns Steel & Lintels Firenrcufine If Plumbine Standard .2 Pipe Vacuum Keatine Oil Fired Electric Standard Excavation,Ralls Basement Floor.etc. Push Button ) Elevator 1200 lbs.@ 100') n `Doors Kalamein ) Elevator Ralls,Roof,Door Pent House & Skylight ComDlete fl 54-2-0 78-2'-6" 18-3i-0" II 1122 s.f. 2244 s.f. 3 ComDlete Tl ii it t! ti ' tt ? ''Slide ' `it. .^:^i;is,. -* ^j ** **!** *1 !-., 4-4-4-T-E-A 6 Story Elevator viMDnit Cunntitv - -5^:'.Cost 118 ''50.00 * i; !"35; 00 lt c/ Total Cost i 8 50.00 630.00 150 ll?-7.50 ? * \ ' 150 132 - !4.75 .7.5 18 -- 2.50 1122 s.f. 4 : ->50 1,125.00 712.50 39.00 45.00 561.00 2244 s.f. .19 426.36 3 10.00 30.00 18 acts. 18 " 16 18 ants. 5.00 50.00 35.00 75.00 90.00 r\#-\ V w' J 630.00 1.350.00 Allow. D6 1 L.S. 1.00 1.217.00 1.500.00 96.00 1.217.00 55700 lbs. Allow. 10 nDts. .04 L.S. 310.00 2.228.00 1.125.00 5.580.90 72 Rms. 72 11 60.00 30.00 4.320.00, 2.160.00 L.S. 4.260.00 i L.S. 5,700.00 7 1 325.00.: Cost Per Room - 63,.239.49= $87G .33 72 $63,239.49' Technichllflivision / ` Prplim-tnarv Estimate of Cbniplete Labor & Material Costs . . ,r:> * 6 Story Elevator . ' Item ;:.-S:terior 7<all /r^iParapet iri&tCobine '< :^r*Sills " Material 12" Com. Brick g tt it it Cast Concrete 1! 11 J. . iil j.J ,-t . . 'Area ' ;u'*>'*rt** lit' 11543 575vS^t` 246'OTiw! : 545 `li-f. Guantitv 242 M 8M 246 l.f. 545 l.f. Unit Cost 40.00 42.00 .75 .80 Total-Cost 9.68^.00 336.00 184.50 436.00 L!i ' :sivi' - 4 * -J ; M`:Tile Furrine 2" Unglazed Vitritile ' i6Rii;fe;i 168 s.f. .36 60.48 :;-1 '.Stair & Public > Hall Enclos. Jf,1s "*r" V ' Incinerator 0tt n it Flu e,Comb.Cham- berfeAccessories 3060 ;s Jf;. w r'*krJ;, . ; f y * . * Complete 3060 s.f. 1 .54 760.00 1.652.40 . 760.00 ' .. s. * Pent House .* "s .. 1 Floor Slabs Vtalls, Roof, Door & Skvlieht 6" Reinforced Concrete 2 it it 1! 18660 s.f. 1 18660 s.f. 272.00 .39 272.00 7.277.40 Roof Slabs 8" Joists 3110 s.f. 3110 s.f. .23 715.30 Furring Ext. Vt&lls Metal, Lath & Plaster 10020 s.f. 10020 s.f. .19 1.903.80 Plaster Cei lines j" V.hite Finish 14125 s.f. 14125 s.f. .065 918.12 Hung Ceilines Metal, Loth & Plaster 3540 s.f. 3540 s.f. .23 814.20 Dividing Partitions Int. 2,i" Solid Plaster 2 ft tt t 4236 s.f. 19548 s.f. 4236 s.f. 19548 s.f. .23 974.28 .20 2.909.6C fiainscoat Bath Room Floors-Bath Rm. Floors-Kitchen Tilo ft Asphalt Tile 1752 s.f. 528 s.f. 2208 s.f. 1752 s.f. 528 s.f. 2208 s.f. .80 1.401.60 .55 290.40 .17 375.36 Floors All others Rood Block 14610 s.f. 14610 s.f. .18 2.629.80 Double Partitions Base - Kitchen Base Ivood Floors Picture Mould " ` Sash Metal, Lath & Plaster Asnhalt Tile -. Wood or Vfcletal .* & \: it Steel Case ment, Metal Casings 1416 s.f. 840 l.f. 5076 l.f. 3120 l.f. 24-6*-0" 48-4-3" 29-3'-2" 24-1-8" 1416 s.f. 840 l.f. 5076 l.f. 3120 l.f. 2373 s.f. .27 .25 ! * *: j . . ' 25 ; ;o5 ; i.s. 382.32 210.00 1.269.00 156.00 1,521.80 Glazing Sash - Paintine Sash Elevator Shaft End. 1 S.S. B.Quality Clear Glass 2 Field Coats >6" Hollow Tile y-'M-'Jipl. . It tt ioi.4 s .f; 2373 s.f. 2373 s.f. .125 . .10 '! i:i i.;.. 1014 s.f; j-: : i--1 -.';:34; 296.63 237.30' 344.76 ; .Stair 6 Publico,:*; X:-'. Hall Fibers vslji Cement' Finish Jv . x illiv,-,. ' ^agseg^?pagfap^mH 97 -s.f. .t'.ti+'iH *:V r*;** i 97 s;fijt|i . 14.55 * I*.* 't ' -1V- f*4tiL$- . ';439,023.6C ^TpfKpfJGfXfMuh 1 ..-r BWft%|M|p ! *. mx *C~. t.4.- -m xrrrnss&rrr* -r It-'iCl Material -2Area HV* IJP'HL. Cuan titv .vitrc, r*n Uni t Cv st Unit 4-4-4-4-X-5-A 6 Story S3 &vs t. r T.-tal Ct st Main entrance mntr.'.nca D <. rs Intori-r D.j t s * !>. or Bucks D'.-^r Saddles Bath rim.Saddles hardrsbs Fronts ft.,,..fine Sheet Metal Shelving Kitchen Cabinets GtiG rr.nse Rofrirjrat^r Pcintim: Shades Stairs Structural Steel Firenr*.-.finr Plunbinr i featinrr Electric Basement Elevator _" Doors Elevator P-`Ilt KoUSfi V,...d Kalnmein Reed C mb. Metal Tu wd Marble F.-. od CO year B nd I" Insulation Flashings L-j'rior B. x q s Closets Lardr..bec Grosser, Clos et Fi Sholvint-r Standard If Ceilings Lr 11c. Trim Cleth Steel - Cement T rad s&L.and i n n: iVv j mg , C lufuruv h Lintels t-t'-na -rd r Pipe Vacuum Oil Fired Standard bxcav.a ti.. n, F.. ^ tint;;. Ralls, etc-. lush Button I:-'- 0 lbs. ': l.' !* per nin. Falar.iein Lis,.rtcor, Door L Skylight C.mcleto !! 120-2-0" 120-2'-6" 24-H-0" t! 240 24 408 1 VA 264 264 240 24 408 50.00 35.00 7.50 4.75 .75 2.50 .50 5150 s.f. 300 l.f. 4 3150 s.f. 800 l.f. *x .19 .30 10.00 24 -ots. 84 ants. 5.00 VA r#i ** T4 i r.4 ,f 24 * !4 u 50.00 35.00 75.00 r*i ?t 185 L.S. 1.00 1 1,217.00 . C-.npl.efco r* t !t tt t 88-00 'Lbs. a n .v.-. 1 24 ants. OS ?ns. 06 " 1 ...... 7 1 ) ) ) )- .04 L.S. 310.00 GO. OO 30. V' L.S. L.S. L.S. S 50.00 840.00 1,080.00 1.254.00 180.00 60.00 804.00 598.50 24O.0-.'; 40.00 180.00 1.F0Q.00 840.00 1.820.0:: <* C *. ' 1250 1.817.CO - TP': ,'/ 3 .SW\'-7.44?. rc. 5.760.0-V 8.08''. CO 5.86EEG 5,700.: ' ^ r> q , Cost For Loom - 84,922.46 = 188!..61 ?8 46 Cost for Cu.rt. r'^,63 t i: ' * i f i .._ . -- ;i APPENDIX VIXI MAINTENANCE APPENDIX VIII MAINTENANCE (W'msbg. Proj.) Thirty-oight dollars per room Is estimated as the annual cost for maintenance, administration and in surance for walk--up structures. This estimate is based on a study of corresponding figures for 23 housing proiccts now in operation in Now York City*' and of record of the State Housing Board. The following quotation is taken from the Annual Report of the latter organization for 1933; "The most striking fact that appears in this table is the effect of increasing size of operations upon the trend of operating costs. The Amalgamated Hous ing project more than doubled in size during the years 1928 to 1932. In 1932 there were 62? apartments containing 2,*41 rooms as against 308 apartments with 1,185 rooms in 1928...................................in five years, # the wage and fuel bills per room per month wore each cut about 50 per cent and the ex pense for administration per room per month decreased by 40 per cent." In point of size and uniform control the develop ments of the Metropolitan Life Insurance Company approach more nearly the scale of this project than any others in .'I j the city. The total annual maintenance cost per room of .'M ' ' .V i- r i CONSTRUCTION COST /.ND MAINTENANCE OF STORES Construction cost of stores, '"'hen intro duced at the stroot level in apartment struc tures, has b-'jen ostimated at ??.32.29 per lineal foot. The construction cost of unit 4-2-B '~ith stores and three stories of apart ments and rithout stores but '.rith four stories of apartments rras estimated. Seventy-five per cent of the cost of tho latter ras subtracted from the total cost of tho former to arrive at a cost for the stores. Calculations shor that th~ .free standing stores `ill not exceed th' above figure. Maintenance on stores, "hich includes treat and hot ~atnr, is estimated on the basis of $55.00 per 15'0" store per year. 12/24/34 APPENDIX X EXAMPLES OF EOEKINO DRAWINGS MADE FOR PUP.POl-.ES OF ESTIMATES. -fin ; mi p. 2 the Company's throe projects (consisting of 5 story walkup structures, totaling 9844** rooms) for a period of six years follows TABI.F. XXXV - STATE BOARD OF HOUSING REPORT - 1931 Project No. Rooms 1930 1929 1928 1927 1926 1025 Average 1 2880 $34.80 32.47 36.00 31.92 34.30 34.02 33.91 2 1980 33.86 32.76 34.45 33.88 35.71 36.01 54.4/. 3 4984 34.18 32.47 34.02 31.80 32.16 35.89 33.42 Study of costs of elevator upkeep and power in projects under the control of State Board of Housing indicates that these items will total $4.50 per room per year in elevator structures. Maintenance in these structures is, therefore, estimated at ?42.50 per room per year. * Includes 1392 rooms which are smaller than any proposed for the '.'illiamsburg Project. if'ivji ;i. ..... -iiiiiV.-ljttiCi-J r'l-j *. APPENDIX IX CONSTRUCTION COST AND MAINTENANCE OF STORES ***.-4 T- t5 - . ; ,*J :V; I ^mr-i w-` ATPIIAURTMENT P1AN taAivNi AnL0Y20SX1IStf AA7 Wr Z j l U MOV. 6 *034. ^3--: IL--LKU1- 1/4.IH. * | Zl'H 4 in mi cm mim iureoanri |i mu .a f a k t mf k : PI AN AHALY515 Kill 11 ClECUS n 4-4 C n DKTE H . c-.* 3 yin. * IK., tSt 1 FT, j 10 vV L.i S t M r-* c- .r. 2: Sri r i J1-LZ ! t i r' ? ;-T-y' PLAN v i Sifillfc