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395 NE 92 St (9);Z3 -Zk 4 Zone P1G.t;Ie To Planning .. $oar.d - Rc= Subinitt Plans & Sp.e.c- .-- ete•cked • by To Coundil ._ -r -•.— • ton u er — Street I i s c' 1 . New Co � - c 7 ` i ` _ -� 3 rt' "�. n. No Address or •1 _. tY N 0 �j tom;:_ -; -= _ 1 p r y-e- - � - �.L R e.j.eatad ,/r ,2 - _ 4p-g�evec :�: — fie , e ct` 42i-11V—cif Re j ecte•d` B1dg.Permit _Nom, - k- 1 ,_. _ .I?e,te - g - -Z '= Y J., . - Fe - e- -- _ c � Type _ -- °- St _� .:._ _.. - 7 -.. a =� i ' 'Roo f New Cons_•r om -_=• ^Y.. ,.• l l '- ___.._ _� Rep . `__ = =— _ion .z airs l umbin•g- Permit Noy _, D - ... _ --_ _ . _ �. Septic . T.an� - - -.__ -- - -•- �- _..._ •- Sewer .... M ,►.. _.. � • — a,;c ="== n Reb er i r - ;.7; .■ El ec trx Fixturos Heater_ rrt = 3 --:,,_ ilotord' New COfigtiiifotibii Foundation Bea4s-,4. Final Final Final Clem, : Insp. oughing Fixtures --$gwDr Septic Tank tts Certificate ---= `Date — Roughing 'Fixtures - • cr.7 • 11 / C ate' 4 #-• de of IV By Re= Insp. By Re-Insp. By Date Tirce O. K. to 'Power .Coo. Alter9tion gir Re-Insp. - By , ...::Rar.Ifnsp. By • • • ), . • " ; By Re-Insp. By Cert..Of •OcCup Issued • • BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder MIAMI SHORES VILLAGE, FLORIDA DATE 1944_ Contractor's License No. PERMIT N° 199! Work to be performed under this Permit ; 1 Legal Lot Bl. Sub di- Description vision Address of Value of Building Project Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto (ind with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings,,,yr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed• By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula. tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY OWNER'S NAME G. J M JOB LOCATION (ST,q VE.) GENERAL CONTRACTOR C.-A. T 2c= t OL`O BUILDING PERMIT NO. . ZONE REQUIREMENTS DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND NEW CONSTRUCTION TYPE \ "CS G9L°raJ REPAIRS ALTERATION ADDITION SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL CERTIFICATE OF OCCUPANCY NO. / 2 7 3 4 ©� DATE I D 1 - � PE MIT FEE $ C� CU. FT. PLAN CUBE A/70. 00 CU. FT. o�c /L EE .4/ ?42,70 /6047 /A n/_ DESCRIPTION APPROVED BUILDING PERMIT AND INSPECTION PRESENT ADD25$S 3 0... /z, � r LOT BLOCK _E.5 4 a�- 4-1 ADDRESS 4s'4 S Em CUBE CHECKED BY: a STORIES ROOF CONSTRUCTION DESCRI° "ION REJECTED REFERRED TO COUNCIL ISSUED /r' 24) REMARKS LICENSE NO. EST. COST S to— 2 ( ( BDIVISION . P, 2C PHONE NO. BUILDER'S BOND NO. DATE REASONS 34 IN RIOR CONSTRUCTION BY 1 TO RECORD—MIAMI SHORES VILLAGE 4 " PHONE NO, LICENSE NO. O0 DAT= 1 INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION I ROOF $ SEWER BUAMS & LINTELS POOL $ SOLAR HEATER FRAMING TUB & TOP OUT $ AIR COND. FIXTURES FINAL $ SEWER CLEAN UP c S SLAB SEPTIC TANK SLAB FIXTURES & FINAL SOLAR HEATER TEMPORARY SERVICE I DATE BY $ SEPTIC TANK RE - INSPECT BY $ SEWER RANGE CONN. ROUGHING $ SOLAR HEATER MOTORS TUB & TOP OUT $ GAS FIXTURES $ $ SEWER c INSPECTIONS I DATE BY RE - INSPECT BY RE - INSPECT BY ROUGHING $ RANGE CONN. ROUGHING $ MOTORS TUB & TOP OUT H. W. HEATER CONN $ FIXTURES $ SEWER S SEPTIC TANK FIXTURES & FINAL SOLAR HEATER FIXTURES GAS ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. I DATE FEE $ SPECIAL PERMITS I PERMIT NO. DATE FEE TEMPORARY SERVICE I RE- INSPECT BY $ H. W. HEATER CONN. $ RANGE CONN. ROUGHING $ MOTORS H. W. HEATER CONN $ FIXTURES $ RANGE CONN. S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS DATE 1 ALTERATION 1 ADDITION SPECIALS PERMITS PERMIT NO. DATE I ALTERATION APPROVAL TO POWER CO. FOR SERVICE DATE ADD PHONE FEE $ REPAI RS FEE BY PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER �� / 0 11" �i e . �: ,:, ® 1940 D �-o . of . ■ t �l/ . �/iI�I J PrAlil ?&1I . �// 1 �� irlim ter' / ■ 1941 1942 / D " a ® / - 22...6_ -4 �2- '7 / 2/D - off' ® -f 3 7K % / �l! � ' /:� //�_�• �'i.i ! 194 3 1944 Q ' QJ /d • ®✓ 3- ,r '7' ! ‘d//• JJ J �� +'. ^1 9 „ 46ir '. _ �rl �t 1945 / '' (4 `f - . % r . / . ' tid i li i / 1946 ®• e '_ , 6 d -. . e / ', 1947 r L. Q fl, -1C g0 /3 l( / 1948 / 2 O o 72'31-V1 /2- /s 5 /0..q 00 ° 0 0 1949 0 / / 7 Jg 1 \ 0Q (� " t i sU /g / 7' /3 7 S 7) 1950 ' r, /4 g/ SG "' LOCATION 395 N. E. 92nd Street C i GARBAGE TAX RECORD 395 N. E. 92nd St. By Year Annual. Tax Period Used Amt. Paid Date Paid Receipt #. L. G. Mc Caffrey I , S/ , � STATE OF FLORIDA DEPARTMENT OFSTATE• Division of Archives, History and Records Management DS.HpP.3AAA • Rev. 3.79 Site No Site Name 830= = • Survey Date 8505 820= = Address or Site: 395 NE 92nd Street, Miami Shores, FL 905= = Instruction for locating on NW corner of NE 92nd Street and NE 4th Avenue 813= = Location Miami Shnres Sec 1 Ama_ 47 subdivision name block no. County. Dade Owner of Site: Name: Address: Koepf, Ulrich 395 NE 92nd Street Miami Shores FL Type of Ownership pri vat , 8.48= = Recorder: Name & Title: Stofik, Marty Address: MSHPB Condition of Site: Integrity of Site: Check One Check One or More ❑ Excellent 863= = 0 Altered Good 863= = ❑ Unaltered ❑ Fair - 863= = . Original Site ❑ Deteriorated 863 = = ❑ Restored ( ) (Date: )( ) 858 = _ ❑ Moved ( ) (Date: )( ) 858 = = NR Classification Category Threats to Site: None Check One or More ❑ Zoning ( )( ❑ Development( )( ❑ Deterioration( )( • Borrowing ( )( ❑ Other (See Remarks Below): Areas of Significance FLORIDA MASTER SITE FILE Site Inventory Form FDAHRM 802= = 1009= = Building Architecture )( )878 = = )( ) 878 = = )( )878= = )( ) 878 = = 23 F, 24 lot no. 868= = 808= = 902= = Recording Date 832= = 818= = Original Useprivate residence 838= = Present Useprivate residence 850= = 858= = Dates: Beginning +1937 844 = = 856= = Culture /Phase American 840= = 856= = Period 20th Century 845 = = ❑ Transportation ( )( ❑ Fill( )( ❑ Dredge( )( 878 = = 916= = )( )878= = )( ) 878 = = )( )878= = 910= = Significance: Structure is a fine example of the influence of Pueblo design on 1930s masonry vernacular architecture. The architect, William Shanklin, designed many homes in Miami Shores during that period. Noteworthy details include attached Pueblo style beams . over entrance, . rounded corners and the entry door set deep in an elliptical arch bay. Home is in scale and character with the surrounding neighborhood. 911 = = Township Range Section 812 = = 53S 42E 6 • . ARCF+ITECT _William Shanklin, Jr_ 872= = BUILDER Vernon J'. Posey 874 = = STYLE AND /OR PERIOD Masonry Vernacular 964 = = PLAN TYPE irregular /irregular 966 = = EXTERIOR FABRIC(S) textured stucco 854 = = STRUCTURAL SYSTEM(S) concrete block 856 = = PORCHES p: screened, large .arched bays on N,E,S; wrought iron grillwork set in arches 942 = = FOUNDATION: concrete block 942= = ROOF TYPE: gable 942 = = SECONDARY ROOF STRUCTURE(S)gable; N; int. slope solar water "chimneyY42 = = CHIMNEY LOCATION: S: ext. end 942= = WINDOW TYPE: steel casement 942 = = CHIMNEY: CBS 882 = = ROOF SURFACING: barrel tile 882 = = ORNAMENT EXTERIOR: cast masonry, wood 882 = = NO. OF CHIMNEYS one 952 = = NO. OF STORIES o 950 = = NO. OF DORMERS- none 954 = = Map Reference (incl. scale & date) Miami Shores Village Plat 1980 Latitude and Longitude: Site Size (Approx. Acreage of Property): t.T1 LOCATION SKETCH OR MAP Contact Print a•£• 9 3 5 T. // �eeeesas� A/6. 92 ^A 5 T. m om,.. Je 11 0 11 /0 V B 7 6 3 4 3 Z V 6 ••• II T. ]�1 � .. .. .. it ,, •,1 9 3 1 1, S 4 3 1 l. J 111112 -- y ILtla 92 " 7, Photographic Records Numbers UTM Coordinates: Tone — EaTng Nolfiing 85N11SMS38A /85N115MS39A 860 = 809 = = 800 = = 833 = = 890 = = STATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Management DS-HSP•3E 9 -74 Physical'Description MSHPB USE ONLY Loggia screened 1961 Reroof 1977 Original owner: L.J. McCaffrey CONTINUATION SHEET Site No.. Site Name 395 NE 92nd Street Miami Shores, FL Structure is a one -story masonry vernacular residence of Pueblo influence. The irregular massing of the structure is softened by rounded corners and buttress walls common to the Pueblo style. E side has arched bay porch, three large bays on E,N,S, screened and set with wrought iron grillwork. Decorative Pueblo style beams are attached over the entrance. The entry door (S) is set deep in an elliptical arch opening. miE O N v m I : l y IImi ./ 2, diEEMEMEMMISM NIMMIIIIMMUMM N E aai'i ; 0®e' I eaa5 osorpoon ale�dlle L NM W N . . N. 1 O 4 111 �loomee1m11m m10 2 11 1yo � �i9ii�• io =cmmm 0 , 6 E VIMPi F.. ��m�maoD� Wald* NW ' Eireinilhag r • 2. w. 9 9 ovemma mm e 9 mm gamPri w. 1 HEPPE lidEn NJ his 96 5--• iiIev _ I moo1-, , m9me vw. 9 4T 11• °1p411111 ;e.lw 93 ° D. 111111 1s s mdov 10 ti ea II 1 07 N Z r" T . 5 T. 5 T. 5 T. 5. aee5 I eeop ° all dill r° ill 5 F: - -10J 1111 ° �mmmmpvl� ra 97. mmmmmvall ST Man mime soh 0 r MEN 5.T. mom swim 97' 9T. mmm 5 T. m1e 1;1111 41111/ 111 Hi )111 11111 W a. elomeeem th tfi 2 : mow Mal MEM S L NE. • ea i 1 Y /rte 8 MEMO 11111111111 7 =S 5T. N • c l d 4 , ,ti 1, 28 1, 1 0 7 •"• 11 N.E. IOW � o4�eeA:. -5 2 7 .avv11vlI RIME a� �� 111110 d �vommmd Ilmr - �C1D r 11 „ lite HMI it �o1��mmm1 1opa0 - � . IMAM wpm 1 11 POE 1maa =m: �epAVe _ I I iiO I, I, Io N.E J�J E N.E ry E ( 5T . Ie 1O9 v"• 5T. ST. ®d0,11 Eng Ingle ®add e a ., Iamev 1 111110/11 1mm1m�m1 5T. "A 1 s: Lim 1lmmovao MOB I ail mmomom 1 1m u 1s64 : HEW r —J . • to gm OEM �mmampvlm , V•E I811011 ��momm E IV. E N. 9y © r1`1 lI11! N. E. .c -A- R9 • . �„ �av4000 L S_ 1_!r 31t EEO 1 0 4 1111 comma .m1 O -lIV• two it 1 0 Z .. 1 �mor raw [�1 ®i. P11.00tlm gams 100 6, Da1ee Misi ® r�a e i is ; mmmamm4 � 1: o Pk4Mm11 411111b0:11115 98 1.. 9 7 ge• 111 Mal 11 9 6 T" z 9 ~- 9 4 �i 93' 9 Z 91 1mmeme MI MIN mmmae e41o11i mm�o�amm 5 T. Alp . , ar% ig 5-TT MEM 5 T. 1mm RM m�iirsei► migoint int - -a Imo > a�9Qa� • m. o�GOam 5 T Hi 1:1 °5 �JEE motgano Pir . 1 it Age S T. 5 T. TRACT A • 45.43.•6 Sr R19( OF f /M4 SCN000 1 CNURCN PO .5 4 A K E m10. 1 5. nos mg mmoov a001d� 1 0 :D D1 01 ae e X1 E09 . 1 IN I4 - r000p4111�� mmm ,.. , , N to i mops IO611mdO11 I -;‘ .:11i �. / r,,� - 5 T �emmmD , - , � • �:.�m1� " IIIpa�D��t 1I111JIII11 1111 -1 �®:1.11.�� wool§ 1= 110' a24I 1=1IJ111a1 1 � 111011181151 m z P 00� 1m, 1r�I1_ .e 11 0111-��mmmm mmmovo�000v �me0 Oi - �mm > 4. " Y1. 106 SIAM I M.I SHORES EL EhfE7, : 4 RY SCHOOL 9 Amor I Id de dr minjui cr si IIII ilk esiro adethe ... 3q5NFECic ST. H • 0 .J` :iLz:l:}.Iti Sue— fi.t.t.: V'i:ritz ucf Gx'c � 1.i jciats. AU IMIV TANT l U ,Q44.44 I t.::. . a..iJA4 AA.Ld 44i.Y1:1+. Y li 1'IA:, .b.LI1 L uuil 6, if �;.;1;,� for, rust be Set ylumb and level ar. i shcw the sa:.e u,c.cunt cf attel dash cn ooth sides. Canter c f Venetiar. Bilni Guided : rtci be 1 4/4" fror: finish i�1_i►i�l .tti f:�.. T1J , erua.lt finish flush with Vehuti:.r: Blind Guided. Plaster - i R i:ie s by ttc rt than : are tc be cut cut anti .acne :A•er. Plaster rust finish 1,/16" pack cf tile wair.scet eV be remcved and redone. No , iajter shoi,t cue done until roof is tight, Windcws are 6= axe::, exterior atuceoed and dtee1 sash caulked. wet due tc aamissien of any et the above is to cc�;e of and be •i L ne: Lye:. Sr-ooth :%laatcr, naert called ter, shall be s.c.octh its (lace, free from all nicks and uleLle se. iuias,k a;�u1l sec that Venetian Blind Guides are cleaned ogler* ;�.lntir or re,,.a,int jambs al his cwn ex Y ense. sirtar i.. neL ;.c i:it But kcor: wa ila unless .:aster la 1/16'' back cf tile work. Itzin:,e:z• S''.ft_.i use elean,launder d dre1 cloths and clean rags. IPAAJ L ut :: tLn :tza; .1 befcre sanding. San.: floors well at v:ui.. ac ;:dve mcuia will net dhow crack. 11.t L„.7.11, ,; K' t: i t.a..+ in 'i c.ut of Llle lhacct and r,ct Ali work included under these general $pecifieatione and spe:cifleaatien a z'cr the general trades bound herewith shill be suejeot to all the requirec.ents of the current edition of the Standard dorm ut the General Conditions of the Contract for the Ccnsti!uction of .Buildings, a; ;published by the American mite+ tuts of Are:hitects, except that the following amendment©. aharll be made: In article 2:; and article 37 in pairagraph J - wherever tha word "'fire" occurs, substitute the words "fire and winaaatarsm ". In article 44, after the words "broom clean ", include the clange "and ready tor occupancy in ail respects with glass and pituablag fixtures pcliahel in all acraatches, dent*, stains. paint spots, etc. removed from ail surfaces ". The Contractor shall maintain {lability insurance in accordance with the local laws, ;Sash % cr ahaali compute in his estimate and properly; pay and di*cheree : ny obligation due the State of Florida under the previsions of -hapter lb, 787, Laws oz ?loride, Acts of 1931; chest, as tne Docurentary Stomp Tax Act, Or due the United State* cf America pr the Stei t,r: of klorida, under provisions of the re.:era;l Security Act (h. h. 280) enacted by the '14th Congress, c,.: due tae : tats or SS.orida, riots cf 14+35., known as the "Retai.l elea Act ", or "Chain Store Act ". ese . \J u tA: Cnleas a the rwi ee specified, the Contractor shall elect the lot, su, ely ale .aver tranoYc rtstion, materriaals, fuel, a energy, lient, acaaffeedine and tecla neceaaary for the entire, prc.:er ,: au completicn of his Lcrk; and shall install, a::aintaira and rec.cve all eq$i,.erit of the construction,' and Miler utensi.s and things and be responsible fcr the safe, g roper and lawful ccn. tructicn, r..aintcnance and use of same; and shall construct in tne best and meat wcrkataniike manner a oan- plettr Structure and everything inc.:.:etntal tnereto as inaicateed cn the pions, aL te:d in the specif icaatiens, or rea. onaoly i a;�lied t..e:refrcn; all in acccrcicnce with the Contract uccaa:entaa. iini.h a reding, refri eratcr and range are net inelu;ied in tale. Contract. The Cent. to .jrWil comply with all local crdinancee and reguiations aaffect.int the work and pay to all perrvitaa, fees, etc. as may be neceszary. £tLe Owner wi.l make tnc de, for water meter. Zne Con - tractor suj, ll pay lee water used in the ouiiding work, LA : y inisia Hardware 4150•00 : icctric fixtures,- --- - 1 ?8.00 Trc,ught :Iron ha leetude Binges - ,Oiti' :Gl1u i::,; i' , i Con;.ractcr shall remcve trees that are wathir' cr near the walls at the building. Traea near cori3truction she,' ee protected against injury. C idwwaika damaged during ConstruC teen aatzauuli be replaced at the Ccr tractc.rs expense. �'t... •'__: . 2 he Owner reaervea the ri :.rat tc r any cr all olds - I- t,yalr l l/ri2 . 1\(T A,_ (:i.14u,l,4u lil;a cl. 1: All st ps, recta, etc:. within Lae cuilding lines oe: oempletely rer.cveJ and aerie ray oe loft in the ground to dry rot cr decay. Al/ p:.rxnt grcwth, vines, etc., shall be cleared away. cAVA`?'.� : Iru t;c:i L 1z nall oe , poly staked out and banter beards erected in aaeccrsance with Owner's dirccticn. Trenches for fcunaaattcnd sra:ll be dug to levels indicated. They shall be level and free from all refuse. bettom of footings to be 6" oelow natural grade. Top ot footings tc ac 4" below finish grade. V p : , t'r.�r. iJit:� ti .ivie `.l t.: i.eve1 off the nigh place in the grade under the iouae and J .rcvide at least i 1' -8" clear apace oe- tween the tactt r:. of 1 ,cist and the grade under the =use. A minimum apace cf 1' .4" ahcula tie j rovidcd between Lae bottom of the girders and the rade. The aidace under the hcusei mail be thoroughly cleaned of all blocks cf woou and ctner debris. Material fror• excavaticn rsay be used as necessary for fill under cc aorite slabs. All fill shall be well caked and tamped oe- fore cc n.:rete is ;)cured. Ad; iticnal fill snail be depera:.ted on lot as Directed. .JA1• ...1.,Lt : After concrete naa set in excavation for focl.ingn, etc., the Contractor aha .l fill in around walls and slabs to the grade .revel. G.►1s Li(;: Inc rcug,n gr;aaing, cr finish gratin; :iha:.l ot. required except to fcrzr an, oven, neat slope fret': the ouilding. Driveway 3..adi be 8" rcc& rolled to 6" and oiled. Cut a.dea neatly. vLi iti v tl:.1.. t' ii ti .if/1L is to oe; rd. ecr:.c;rete uleok cr i aLirct:G houee. This Art .f trio: .:e.rn int;lu•, ea dam./ M.Utuziall, illecr, etc., icr y .Leiri and rei: L creed. t :ever;.: to eLt„c:,.t; ..t,rt, brick 4crk, cement fleet's, the vent, _: t:., z r :.isce: +.:a:.tcos r..asenry uece - sary f ' t.. 1,c Vr 1i4J- t... 1I t 1f:.t Y iA 1{ i. V 1t f • 11 .-- • A. Ce,: snit snail oe 'ertlana Cement cenicr ink; to the current standard alimeificatior.s of tide American Sceiety cf Testing Materials. B. Sara . r.sll Der clean, sharp and free': from any foreign or de. etcrit « e matter, and snail oe yell- graded from cLarse to i ine. C. Concrete block shall meet Lae re4uirerents of the local bui.L tin :, code and shall be 8" x 8" x 16 D. 8rckcn kcok anal1 }se clean, hart and snarp. Old brici; shall bt scccrd nand prick of standard F. terra gotta flue:` 'linir . to oe cf sizes indicated. G. tents to ;.e a s in iieated. iz'tiaaU: All concrete an-..i.i ac cola:rletely farmed and ncrie; •;:cured in contact riLh earth, unitaz earth is wet thoroughly. ur.l.u31.fcr► ;<Uv :ti :iii ELI ',y,.,..;4 carrying jc; L t Ica l shall DO 12" thick of poured ccncrcte 4x r,a,;enr,, . If r..;aacnr,; is used all holes mutt Qt filled with grout cf not :.eaa tnan 1 -2a mixturc. . I..ry ....[_,C :;r:,._.,: .ecana.:tic.na 4OCW11. A.L.: auiiain a ::hill have ccn..inuoua ccncrt..te wail tie rasa*:* placed at .and • floor •:l.i roof Brie niter a depth of at icaa:e 12" reintcrced with 4 -s /'8" rcaa, t c i aiSaed a+t to; and two at bottom • cf Qeam. Run a c:ontinuoua concrete girt at :east 8" by width of wail, rainf c.ce;i with two 1" rc.aa can tca af ail parapet wails. Ali wiriaew and *car lintels x.u.;t oe c.t' rt:inforced concrete. using 2- " rc.i,l a sewraere (2 - rC.da in Miami whores) All wLndaw ailla aaala we ;cured ocnvrete of at least 6" Seep t;j wiata of wail, rc:inicrccci with 2 - k" rods. Ali gvoles tart aavt a aaan of 12" -0" or aver, or contains mare than 2a *quart fact snail have a tie Deem not lase than 8" A gri c.y the width ct wall reins crccd with 2 - " rods and anchared tc tie oeam with 2 - " dcrrei.s. All twc st.cry x:.aac;r.ry buildings aaall nave ccncrc;te corner cclumaa with intermediate aalumas nct acre than 16" apart columns • to be E 12" or its equivalent in 41,Z4, raird reed with 4 -k" rode. Hocps a,,aceu ra.t mei% than 2' -0" 0. 0. Columns shall be doweled tc fcctin z rn.1 au ccntir ucua .f ram footing to top of plate Oe &m or aara,et. Saab, um 1:2:4 mix. Tore maximum amount ci water to one sack of cement shall be 6 gallons. .i.a ai f :i iati: A11 ficcra *c marked *mill oc 1" t.hica and mined au fcliowa: 1 part Portland Cerent and 2 party rock screenings. Wham ccler is Gaited fur, it *hall be integral. aaTili a .XiUte eaai a-: Caulk all frames as they are spat with taulaira * **.aroma r.r;vi tt under Heading "Caulking ". 'Teat with hoso in areaaace: of Aran:tcu.t. ri _rt .'., �'�.:; ,_ _ c t r•E ai:a l ilaL a .F.ccrs ea a ravile,1 "r" stn. a 4" eaacraLe slab rtatiae Cn 1Lrr:s 4 ;.Ly:.16,: . .' =.0 t LZ'• lLL aY. aaas h: =crtar Lcr all 1 . unry wcrk is to Of. c;0: -.A3ed oS one part cement and L:_ret part* sand. 4uis..0aLLY WOA All cerzLnt olack:a aaaii as laid up true and , lu&b in a workmanlike manner. 3efore setting and building any ssascary material irate walls, it iz to of carefully Bret ,sown in order to prevent t.aa Loa r ®,,i.i auction cf hater from cement acarteir. All tau above err: sh::.L.L ue laid in full cement reds, carafully pointing up all jc nts. : ease Ccntractcr is to turniah and inatal3 all m acellnacun ircn tc fuily ccx.piett the cork, ouch as :ci..t ivacher etanF.er4 etc. watra: Indicated. 4 .3- be anchored Lc ce:tm with x 1.L" boltz, 2x4" plates, belts 2 0. C.,. 2x6 1,Les, bcitz 4'-0" 0. C. 2et slwrcved-anahcra cr ziaced in each of the concrete tc anchcr cacti fourta t-col jcizt, cat-ling jcizt and rafter.. ,LJartitionz run.:; t Lt to joizt Lc be archcred &t cap kate 41ta jci-t ar.chcr. ....1..c; All zlilz, gifdelz, cr plates abseil nave u level, unifcric zcaring n t'ao fcundation walls or piers. Where necezzr.i tc ;,:rcvlue ccaring, a cerzent grczt of woltar snzi_ cc uniformly ,;..aced undez the girders, cz sills.. The use cf wooden wedge, zhingles and cl wocd will not be accektable ccnstruction, t t;cnetruet ozma tor ccncrotc 1.11 V& cnri wcrk. ..1.0••■••NIMME. Ihia Gcntractcr uhall dc all tnt necessary c4tLIng and a cainc ci v.colwork as miay be necezzary for the tither trades tc. Lheir 4L. OC CGLI.Cal 14. L. Y. 2., zhcwing ap atart. Ali 0,61:in,,, on 4.ascnri aha Lao ends cr. karts GI ficcr jc-ztz, sills, GI' girders, ccntaeging haecnry shad... cc „iunt treated with Cecurt-s01, err nave a 4.71„ ccat crzz.fed cn. ThL crushing on o4 t.r4 , eftei tiltsc zemcers have been built in . v,z-4. mu cc ..1..cc 4 c;.ztc: x 8" cr 2' x 10" x 16. 1,!cuCie under Ceilin, jcists: 2" x 6" : 16", well braced if s is cver 12'. fters: 2° x 6" l6" cl az shcen, sl,)tked suLl tied. h0Of ,.0.ate: 2" . 4". Studs: 2" x 4" - 16",00lted to Lazcnr R6,1■11 with - i" bolts. ErldfiL 1" x ZY* eve,fy cf span of jciztz. G, L*t. —/ 411r11- Ut. Lrussed. LihLels uc De x 4" ;t.1. tl 1GG4Cut. ..0 ,■‘...t grade j423 GI ni s zhcwn on Iffaingz. Beam and R-Iters tc 1. rcorz co zho,iLncd common lac %/W x b" T. 44. G., excekt. 11;. 7/6 #1 74 A1),A, wiUta, G.°V" t,..ccved.Tfl cr - r crcunds icz ...lastering shall bc zet az required. 1" 2 lufrine strika 16" sh4;i... cc ak,,lied to all exteflor mlascnr., walls, with io halls. Lrush treat with Calcure-sc1 before zettir4,. Bath Dellihgz be ,L.irid .vin 8' 0 chimnex ercast with mc,a1 ;;:irrihg. bJA Old 1tm ..urzocr in zcznI may Ce used us sub- flcors. It 4all rur. Alcomally with joints, karallel Up and cver joists. Shcrt leaf iu...cer wiii nct be acceksted. ' f3 win. c =s ft..ro hcut oo atat1 windows as manufactured cry CaL4iosil, cr equ r, types light xc:cticn, as nctcd an elevations or 1d4Lr.3. All vc: tilt,tc.ra QC equipped with #18 mash arcnsae wire screens stet in :stool t"rasr.an. hardware shall ee standard crank arr.:atcrs u.:;_t casr•.:s tcaoss. Ail windows sett in wood becks furnished be ct:;Cr s; no fins r.. vuired. See :.et&l...s for jamb ::ors. itions on CLC: £At.Ct. hi0 -cnE•r .c;tc.r shay. l erect all sash and shall instruct r.ascn how to cc;rrectld ,iJre arc the rough openings and Lc: responsible for zart. All sash shall be set true ant level, to heights as shown on all four sides of Sash, inside and outsslde. E. last G 7,r.ic.ws anti Doors shall be i azcd with D. "A" glass. Glaze steel stash a.oi:c,rdiru to r:.anafaoturer'o t_ecifications. 1)ecEs ‘ putty door glazing. Note 1 1rror doors on p`an:. C.. _.it,Ci .: <°ii. W:oA': '....ii:, ttl r.'7tit3 All oxterior Let, wood or natal, should be hand caulked against s+ason y or fX'3. e, r:a when stucec io a against . LUCCO. Caulk- ing doL.round to cse i bd erl a in We+ ther*,tri j Co. (No suoutitute 1..e ..ttc1). iu�•: of..41 .JU,:,.:- for crass t ar+:sholds and weatherstrip. Where call. ed for u.it k U." tip t.:restc:.d ,G Si Cni3oerlain ae ta►i "oa taerstrip Co. irf.�� iz V11aZL Swl1� , ;�J i 4Ils fze�.•L1 UL. a Lv l.i.; r'inian ., cod floors to Ou select 13/16" oak strip in T3� .4 laa.i r. B7ol r lJ L wal..3 JO 3hOe :t:oaid Wail net show orack. i it. i: :.� 4.c We Lest yu : +: t 4d xc:a3. ;gee iiLttdt:., e .;, .See dacr scntsdule. Screon doors screenod with 3 Leah bronze wire. AAA-- =.•. } X.terlcz anti interior fraLeJ to uc Lost ;ivality cy- Prauss. Sec: zcrtai.:s. oai.i.ik against f.'ra .c4 vrnen set and after stuccoing. we UL' au d..,iwn or U 3i. i;iACi.i .j udia'Q.34 and as per detail. _'.ovitto start. :shAtcra ${.r t►d .i,;iow3 not sac'F,n with araged :•mutters. mt ti 4._.L r. i , uL , l c. 411 closets shall cue fatted with 1x3" hocb strips Sand 1" floor hanging polo wit , anulvin in�la.c ted. 2roti Life .hoc shelf at JI oo mine. 1 Wsi:.111- 11 elk:.w: Thu floor, c.ttili ng7 and inner race of doer c:Y ceder c_caeta, wrere infe.catesd en dr,..4wings, ;:tall ne l.ned with 3/8" Arot:_atic: hod Cerux liri:a ,, r.atct:e:; en aided; and enda. Lining shall ce 3ccret nailed directly to studs rough flooring, over a layer cf tar raper, with t edar quarter - - rounds at angles. CL SET Shall 44ve five enelves. ill lr viu:ri� L ; Shall be, as sheen with arab deers, drawers and toe 4QOi: LA.d.z.; 1c oft u,; shown. C tfiET4t.ercvide and set in each is .s.h Room one "Morton" / or equal, e.edicine c einot. Bottcm lire; of medicine ca:bineta to be 48" fret.". ricer. %laic'. Rect. to have 18z24" wood medicine cabinet. nth:t;t,ra ;arzal3 be covered with Azrock Tile V4" thick, c:c_cr as selected b;; Cr.r.cr. r'Uc: zrcvi.,:t rog 1cckcut;a of seasoned cykrea , or sizes shown. Cere wet finish hardware furnished by airLwa: ice. ;his Ccnt.rac cs u .LJ. reldiastcr all dcmaged 1 . crticns GI a5 i wcrh Lw rigid bj c ilex trade. ar.1 ccflegit from tree. L :;:eu_ : auracit a.;;e.. �.e:3 c;f a.l finish riaater. ;cu ncte on PzL t under .Mott 0 1t.L £x..if tt.'it .z'x L" at L..c cegirlu:,r cf :7;.e:ciiicaticna. LAL .-.- :, w tai.. c galvar izcd :/8" r:e31 C +intcn C..cth. SLrii) arl rn ear t, :;.. „. es cullne.ses with .:.. 3tri.ea. LaLn nave ::cu3ds a;:.z 444 indicated. - tar .Lath 36:11 et. ai:j fck tire: Dazes and where atuc a is carried en 4tuda, tilt wa:n3ccting, and ur.: er all curved a.:rfaceo. etz:l 'eta all arched e All t.indew �a: s: r.:.1: cL eal.,nk zed. ;:rc'd:..;G Lim.;,:. ;.uL: v'..L..l;: ;..L ^'Lc.i +.;tLtY L. Lc.L..ir1t i Ve:z L'CJ. hccms. used t e; x rougk - S4'dn ;:tµ,ierr.t:4.� r', Z. c.:,`i.rO;J ..zLF�. fY:"t.:lli b cut e.xcerL w .ore; ctae .4is e:c;iii+ ci. ..stn shall ec ai.accd ,./8" ar rt v..;tu , oinea e:ve:ry e:.ighth ., L i aria nai..cd tc every ouarirg. ae:cend cczt : snail be al rcvcc: 1ir4a: Y4a ttr underc:cata. ::tique i'la3ter: ._ ^::..1 be e ci .4.aate., textured according to ;,;: 1e '..4t7J 4ccerlin8 tr; LeaL.fseturer's :iDectfications. '.`t:.ccta 'znfsh: t.::1: or: yrewciod 3rcoth as Ll€eaa, free from .• �.l:cx cr discclerL ;fens. r:.itchon and Lath Rooms, only, to be at:.cctr: , .water. :;rev :;c Y.cene ;:ea o:lt vr. i.ra for Maid'3 zath. y'I [JLe0e See eeer s lea Berk tit is to 06 :ituccoed. i'irat Coat of stuc.:o shall oe eem of i gart Pe tlanl Cement, 2 parte sand, to which ha.s been added 10% Tiger finiarii :ia lime, or equal. Add "SEC" waterproofing acecrLiing to iariul`aoturcr'e apecif'ioations. Scratch first coat tc receive Second, ceeieesed as first. Stucco 3= 11 finish ±/4" thiee ana be well bruened with wet broad. laa ii ALL BA(nING: krovi e a scratch ecat of cement mortar on all metal lath whio'ri is ; c receive tile. 6 1li.S kUiili GEN L: See note on TILE under Notes "I...rtiaTAAT l'U AiL 1'AA i.S" at tat beginning of specifications. ae 'idiot: All of the tile is to oe laid on a fuel. cement grout and is to be level and plumb. All wainscot tile to be set in cement grout on 'fetal Bath. The General Contractor will install metal lath. All floors to be set in waterproof cement grout. Tile wair2 cct fa to project 1/16" beyond face cf finish ulaste r. Tile 41J T, be flueh with Venetian blind guides. aIleaali: There ehaal ee a 4x4" tile tee;,, uuck and ends Lc sink. Cabinet to next to range to be t i e tcaet.her with rack and ends/ Otncr Kitchen caoineta to rye cypress top. Tile to be commercial grade colt re a tile matt glaze. ..'.ti.i:aa S: i'roviae floor and four foot wainscot for Bath Booms 1 & 2. 71uir:seo.t tc ee -6" at tubs. Tile to be 4x4" ctlored matt glaze. F1:.or tile tc ae ,;arc with .ac iy suitable for floor use. Mai &` bath to have ceramic tile floor and 4x4 tile base only. Walls to be Keene cement. Accesac::ies for Maid's Bath r rcvided under hardware„ LIV L C _titiv:u AML uai:.t:ar'4.,f L OOk to nave 6xtb" Romany quarry tile floor, laid diagonally, with a rows of 6x6" border. 1, to :.sure 2 rcwz (x6" Quarry tine border with broken tile field. Aaaaa :C-: L : Equia caeca ei trio 2 at witri 2 soar aleaes (one with gray); 2 - :.:r:" tewee J1rz; I tu 1G:1tr ..a tooth orucn holder; 1 re:ee.:sca l ia r . r au J.1 .. Acre ezci ee tL eatc i tile wa.rie. Provide Rabe acce in each Bata. !Fatah Beth Root:: aae%i have waits aarole th:eahold. TataTIAir bL1L.) Gt1ILEw a,.1) alINDS: : Venetian Blind Guidee, exceet in Kitchen, Maid's Room and Maid's Bath. A13i; pavvide Venetians Blinia. Slats to be hand picked with L'nalish tapes, hardware rust proof. aLai:::, :iUVi: 1'rcvide filled .0 ry aey Ctcne Dills for all ;rinacws except wneee tile in Kitchen and Batti Rooms. QJAAat aaY £Ibis: Provide and ineta11 2" thick Quarry Key Stone for Clciater and w :ere ew. s r:.11e for. Stone to meaeure twc square feet la urea, randsa eaaaea. livUr`ING AL'W Shies T e.ETAL GJeeelele;.1: This Contractor shall guerar toe ail roofs and flasriings to ue water tight and e erfect fcr a eeeied of five yearn and 3habi r_.ake geed, withcut coot to the Owner, :i11 leaks daring that period. Ghee'.i:.c► 4►Ui1h: All fleznin ;. and counter f1 erring wherever apecified or wtere usual c1 necessary to Lake the work water tight shall be 16 oz. hot- rolled coeeer. All chimneys and veitical tasenee ills extending above tip roofs only Ethel]. aeve ate,; flashing not leas than g" high and counter flash- ing built 4" intc walls. Flat Rcof :Provide two le# felts and one 3O felt mopped in hot asphalt fcr all flat roofs. Over thie spread white gravel 1" thick. Turn japer uj.; and ever toj; of earapeta, TILL ,tUl1.eL: All rccfa aaall be ccvered e th 1 layer cf eO4 slate surfaced rccfing felt laid in hot a edalt. Tile shall be New Outtim ccvem ,.it•i ,icmestic paez laid in cement erout. rrcvide inverted domestic pans for tee ci parapets. IeheIie ai1t1P e'rcvi:ie under first floor joints galvanized iron or copper fail strip tc oe gent down at 4e degree angle to Ieeet FHA specifications. Solder all joints and corners. SPI+GIJ ; r'rovUe copper save and rake dripa for all roofs. Provide 4x6" corer scuppers and dcwnspouta where shown. .1AINTING ur' eU :Thin tart of the contract includes all material, labor, equipment and 3caffoldin , fcr the fainting of all exterior and interior woodwork; exterior masonry walls and ceilings; in- tericr rle 3terei walls and ceilings; wrought iron work, pipes, hinges, switch eeates and outlet platen, etc. .ATehIALS: All paints, varnishes, lacquers and oils shall be Sherwin- "rilliaii , Benjamin a:coie 3 Co., or Pittsburgh Plate Glass Co. All seecia,l arand3 of finish herein called for shall be brought Ao tie ouilding in tit original j,ackages. They shall be used in strict accordance with ,.arufacturer's directions and Lust not oe thinned uneLee directed by the Architect. All colors to 00 selected by the Owner, EiOieee `_eeeLe: AU. ee-L, girt, ete., .3iuu.Li uu le.Leved befcrt rupply- i..g paint. Pu G,.,ring ena i oe dorli efter ;riming coat n -:3 been aptlied. All fed :thee ,. sail be a oeth, even and free from defects. Zand pa pe 1r ; :edel1 ee done where necessary. Finish of c1ceets shell ee the na: e az specified fox tae adjoining room. See that wcoiwcrk ie pro;; erly j repared and in eerfect condition oefore any fainting is atarted. Failing tc do so the painting contractor shad be re3pirsio1e i cr any . efective work. PriINI ea uL bAhee LLIG: All woodwork to oe painted 3tiail be erisied with lead and cil paint. Ee tericr eood irame3 and window oucks shall be back painted with a heavy coat of creoacte before erection, All trim shall be primed oefcre plastering. The bucr s of all caoinets Shall cc given a heave coat of adeilac befc e fitting. 0 SAM Jut 1'r001.XUhX: All oxt€ iicr ,',eedec1 shad receive . c0atd Of asphaltum stain and 1 coat of glaze. Front dour to have natural stain ane ccats cf dull varnish, sand eeeered down. 1;eee tc receive 3 coat, cf varnish and rye caulked tc Lasenry. S- ( WT: ritiL : :►svit WtuL r ?lvt ti: All interior woodwork, trig, and doors and pooed taI:tx Livinj ifcoo: coiling shall receive 2 ::cats of lead and ctl and one coat of glazing with white lead and oil. KitchGf •ana :331h iCCrr weed work shall ca. painted two ccata ct load and 421 paint a;.; one coat of 'orght enar.el finish. Exposed •ceiling• or 2c:.r.h to Ae; treated 3o4A: as exterior woodwork. 1:114, L.«i,. r+!( ; Aitch;:n and sat! Roma only anall re- ceive 1 cut GI sizing, 1 coat cj ..cad and ail acrd 1 egg ahoil f infua coat. E-sewhere 1 coat of ,sizing and 2 coats of lead and oil ,air,t. Liking Room, Mall and Aoraazfaat hood shall receive 1 coat cf laze ant as suostituta fcr 1 cot, oi road and oil. c'AIii'E ii U: All exterior r a icnry walls to receive 2 coats of paint, color and effect 83 directs.: by the Owner, of t!le following formula: Mix thorougrriy the following: 2 bags finish lime, slacked for 24 hours; gala. poste waterproofing (SEC); 12 1.qs. table snit; color asp oelected; mix thoroughly; adi water until of creamy thickness; tnen, irnJ..udiatciy before; applying to a mall, to every 10 quart raft of paint add :, los. white Portland Cement and stir well, also stir spit:: brush as paint is applied. LA . L-fzak'I : All metal aaan shalt cos given in addition to obi* pricing, coots cf lead and zinc paint. Miscelineous expos d iron shatl be given two coots of asphalt varnish. Screens sill not be painted. 44Av.44_.c w;A: ijia Contractor stall provide drop ciotna, etc., for protcecting floors, hardware, fixtures and otot r ,arts of tare Luildirg from ;paint droppings. '"t shall clean pint from any cthe:r work whim ma uc defaced by s:.0 workmen, leaving, the job ciean and complete. Contr cter wi. i ue governed by the General r: i t.:.c,n .i.:.t:;=u .rementu of the Generc:.;. Contruet. The renewing al.ucif icutie s with tae accez,un,;ing drawing* centem- y1�.:.+: tat c,i a eetylete s stet. ci electric siring, to be inbt fled in strict cenicrz:.ity with tae rules c:.. regulation* el the :.earl oitd ordinance, Attic nag - electric +lode: and regulations of tae Dower and Light Cotyany. The ::.iectrical Contractor must f'u:r,is.. Lacy Owner with certi- ficate el ay,.;rovai frct the r:uniciyal £ ayection dey> rtmcrit hawing ,jurisaicticn. c;ci_e L All v;it ir:i a la...:. art; inzatalles1 in ;,nin uncut tube. Trays in conduit wiii nct Dc: „emitted ur:.:es3 Jjas2cia l written instructions are rt c ived fret the Ar.,hitcct tc t :.0 effect, in which carne con - luctc :i inzta.::.ed in 3;actl conduit shall be rubber and least covered. 7ervlce wire shall run tc outside of building for aerial connections. 04 " _iv 1 n.y t tr :;. L 4Il^rtall ante c. lcaity switch an. toter teat cabinets fcr two c:x;ter , also one xrLrt. , %dui:.s curcuit Anal for lignting with aogaratu . eet :len ter ilefriierator arnS h�,rage. 01�c..e:ae f All swirchts :tall be T. Z. or G. Al. Tu: u..e:r tiye. All ;1ue receytacies :anul1 be auylex, f n tyye, lccated in bases. "f itch end i.lug ,?lute.., in A.atn Raor, and kitchen tc uc. Chrome ;Meted, ei,ew:ere i:•aaLeir'te. Cwitcnes aan.1 iietes rust be either in cr cut cr the wainbcot, not naalfway. 'revue a conduit from ycint el er:try to the ..coait ionz Acted cn the s:.:.:1r:3. ItcX snail . be .yet in stall rlaster recesJ ut uut Let. Tni .: ctr:c:.l vc ntractor snail hang lighting .fi ;tares yrcvided fc:r under cash alli wances. 4'... :S_ y; r`ICV:.1C Ut"_1 3 14 :ted 4: + rc:Vw. t,ye buzzer u%1 s inc its tt r ,:1 ._w ;,C: !iti't. vu:.4 e i in : Re or, rei ..ef'ey .it'.:i ; ,a j .ent ;,ti& . be racecLy&niud ay a gui.: r- ntee fcr u .e.' :C 1 of tenths ag ; .n4A all defects in 570 � ir.clr s hi yi. 3c'AC: an' ATa rt$. .:'ry;Vide and install 2000 watt electric sy:aice heaters in Bath Roacdq :3 1 & 2 as mfg. by 'ierkel Electric Seater Co. c: equal. .brcnta to be chrome a finish. 'LJ LJ441:414Li Ibis ontructor snali is.rlisn and put into satia- ibotory Aifl orti* . a oorisl..te ay3teT. L. :lumeing including f.s:tdre „inovn or sj„ecif.bd riJ t;.c noocashry piping tc aame with valves anl Z. TLZI; tc contort with tat: l000l 1.lumbing T;t ::)baltary ::)/stem in Inc boy CI tno cuilding andll run by gruvity to septio Lank. No water lines eaull be curried in tab floor slab and only in »11Q iloor fill w4en absolutely necessary. r 171. ; • • kiot ind cold wbtor pipes snail by *rtii4t4At ;:At;(k.i4v,:774. .:1, iron tra,„s d.ave neavy oacL. brass full size clean- k.utx screws. 3cil - ;,sste .ay, vet ,pipts snail be standard weight. ookuL to be best ,:ibkod hem, ail obulkin lea.. to be bre_ght tc trlo building in mou.dod form. be Grans or v'altorth. .4[1, sot cut t ends of ail lines, druina, :traps, wasteu ocIales L. diloction st b so of all rising linos, so Ins'. to.e inL,eIlor tne syStols may oc accessiale. 6 lean outs be the sax.e size as ,.1..L.ca and snail be olosol gas tight Alth. cast brasol ,(1. ferrules. C,L.r sleeves flasaing be o io. sheet lead extendin 12° on all aides of vont r ;,,ies snti up le°. flashing it to bC turnod do cv. oL ionts. 4 vont:) within b° of tok of tile roof. 1:!lji.4i 4144... 4%144 toi,/ 4Q1 • • • • SiLk0 . L/4 14 : I.'avbtories 11 a° Tubs Crude all ldi to drain a:1 install cocks tc drain the cy.I.,lro systOm necessary drain off 41. CLVL4.;;.iti'• insultin6 felt ail act water pipes. COLe. Contractor L. ,ui1d a 4cc gallon septic tunic according tc local si.eoifications. The Tiumbing Contractor snail f:aitc ali oast ircn ad drain the connections. Provide and lay 1U., foot of 4 ccl:L tile. :erovidc .nstull one hundred gallon Zolar Tank Oomllete in all detila, as manufactured by feutel or Ccar Water iie.ster Cc. tstl�yC 1! V . Z: i :iLi It iL •Li AL; l u r iitl :a t \: x'- �� ,.r... - 7 `" i+'u" loo broko cream tied iron recess Lux) fitted v itil K -47P.H Tura and Shower r'itting, Y 2tp -u; wa;ito an„: K -wr:. b'6" C. P. Rad only. -. . «ie;.•Y:_ .?-115-2 16424* V. C. i:i:> Green lavatory w /RH handles and Ezcut.chaons, iyecial fitting £c. fci aul4ly and waste, C. ,,.sated metal lege, K -960 cant brass P trap l4 ". c.1 aLi:r -214C kind; Green cica :t combination fitted A/ C -214 plain color church scat and cove: orasa floor flange and stop. b'0" .'erraarcLe white ena>r a lec1 iron rccesa tub i:mottcd cure tub in isth to. 1. LAS' rOAY :P- 1:.1 -0 :0424" white V.C. li w /C. P. t :tal legs. . -7Cis RH ccmoinaticn fitting; 2r.;; / C. P. supplies w /stop$; 1 -1/4" C. P. 17 ga. P trap. \'ir «its: -I-214C- compact cicaet ccz.binatian as in E .t.2 No. 1 w/C -214 i ito c a- ro..:ata L. Zink P - 7C21 4. 0x G " I. , cio eo G,:..a- resisting :n'. r:. Sink, It-90d SY C. P. awing ai;out faucet w /tcse connection K -878 double strainer 1 -1/2" C. P. 17 ga. P trap. L: + s':j L iLi \y Tr•:AY: - Tk,c -part 20x48" ccri.ecnt laundry tra fitted w/ metal frame K -929 rough crass awing spout faucet - 1 -1/2" lead P trap. JUT '0,40;i: Pr. C. P. Pacific a ::lower valves - C. P. dead, Arm, Ball joint. Note: This► ancack i4 not illustrated. tll 'fa u iHs =tjl'T 4 R -24e RH two vil.re :;h:,wvr 1 T Lting; C.P. midget ahcwer ctr€ziner; #38" C. P. rod and white duck curtain. ,c..U4.4T• k' -2186 W. D. cicz crt combination fitted w/ Church No. 10 white seat, fjg,, and stop. - 16 a. .©" 1. ;. wall lavatory fitted a/ K -ICCOY Faucets; 2r. 3/8" C. 2. surl.1it a w/ 4tcya; 1 -:/4" Cn:cr:e i)_ated 17 Via. 2 trap and 2. 0. ialug.