Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PLANS
ODIC -STORY C 85 GARAGE \ORTI I ELVATIO\ 1/4",-r-cr " Po co ONE 7" RISER DER SOUTH FLORIDA BUILDING CODE SECTION 3103.2(b)3 PROPOSED FR I\)CH D ORS CONC. FILLED CELLS, TYP. FOR SIX, W/ (1 #5 STEEL BAR FULL (HEIGHT AT EACH SIDE OF EACH NEW DOOR DOWEL INTO CONC.. TOP at BOTTOM W/ 6" EMBEDMENT IN EPDXY PATCH DRYWALL AT ALL DEMOLITION REMOVE EXISTING WINDOWS DEMOLISH WALL BELOW WINDOW OPENINGS INSTALL NEW FRENCH DOORS PRO - POSED REINFORCED CONC. COLUMNS; (SEE DETAIL) FINISH AND PAINT TO MATCH EXISTING WALL EXISTING 0\E -STORY CBS RESIDENCE 7' SAW —CUT NEW DOOR OPENING AND INSTALL NEW GLASS DOOR COORDINATE LOCATION OF DOOR WITH OWNERS. PATCH STUCCO AT ALL DEMOLITION NEW CONCRETE LANDING SEE DETAILS NEW CONCRETE LANDING SEE DETAIL 7 1/2" RISERS 1 1" TREA6S (ALTERNATE: RECTANGULAR TO SAME DIMENSIONS) PLA\ 1/4"=1J-0" FACE OF WALL BEYOND NEW WOOD THRESHOLD FINISHED FLUSH WITH EXISTING WOOD FLOOR EXISTING WOOD FLOOR SHIM AS REQUIRED GENERAL NOTES 1. EXISTING ROOF AND WALLS TO RE EXCEPT AS NOTED. 2. CONTRACTOR TO PROVIDE DOOR AND SHUTTER DADE COUNTY PRODUCT APPROVAL DOCUMENTATIO\ PER THE SOUTH FLORIDA BUILDING CODE. 3. VERIFY ALL DIME \SIONS IN FIELD. 4. ALL \EW DOORS TO HAVE HURRICANE SHUTTERS PER THE SOUTH FLORIDA BUILDING CODE. DOOR SCHEDULE EXISTING WOOD TRIM BEYOND -�_ PAIR 3' -0" x 6' -8" FRENCH DOORS PAIR 3' -0" x 6' -8" FRENCH DOORS SINGLE 3' -0" x 6' -8" DOOR 4 1/2" SECTION 1 1/2 " =i' -0" NEW OUTSWINGING DOOR AND FRAME INTERIOR FINISHED FLOOR HEIGHT SEALANT SEALANT; COLOR TO MATCH CONC. L 4" CONC. SLAB W/ 6x6 10/10 WWM J - NE SS TI,R v1AI\ UNTOUCHED, )8" I R 8AR- Ef3 S+J IB011 SCALE AS NOTED 0 co 0 L vi 0 Go E 0 oo ri) z w M 0 1 a F - = N E U 0 o < w ww � O© 00(/) Z z — =�— 0N- 0 SEAL Od'A SHEET OF 1 ...F.' r 3 SS' 1 /S' 5 SS' S!.SB LittltsS ° 35:.322 = .1; \zm 0 1 s z z 4 1;f < z z a ] = z j o 0 o•] z J s Z E s r ' Z U ] t -2JJJ 1 s z 1 r NOT Vain UNt.ESS EM3OSSED w' ?N SURVEYOR'S SEAL REVISED: BOUNDARY SURVEY I ?) * tn /3 o, 6- 7 LEGEND • FIP= Found Iron Pipe. F ti /D =Foun3 Nail & Disc S.P.C= SET 1 /2" PIN & CAP LB47B9 q. CENTERLINE. P /L PROPERTY LE. N 0 /1= ONLINE M.H.= MANHOLE, WM= WATER METER PP= POWER POLE FC.= FENCE CORNER, R= RECORD, M= MEASURED CHAIN LINK OR WIRE FENCE= • - + v WOOD FENCE= MASONRY WALL= CONCRETE= ,:• :'• •: N. AI.N'i'tmA:v'CE & DRt:'`AGE E?,.SF7aNT = M & D. E. NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and the same, it any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improvern. nts were not located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fence. 7) Wall Ties to the face of the Wall. 8 BEARIt h•fiEN SlId4 REFERED TO AN ASSUMED VALUE SAID FB PAGE Elevations based on CBN1# Elev . NGV Locator Index r I HEREBY CERTIFY That the survey represented hereon meets the m,n mum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps. easements appearing on the plat or v,s,b:e easements other than as shown hereon MARK M. KRAJMTK Registered Land Surveyor No. 3 3 7 1 State of Florida L O C A T I O N S K E T C H SCALE: N T S 3S 3S' I _ n r. ♦ •` 1� -3.L . J= .�^.��.:1Tr (:ti LEGAL DESCRIPTION: LOTS 6 AND 7 OF MIAMI SHORES SECTION ONE BLOCK 37... , CERTIFIED TO: OTTO J. MARTIN AND MICHAEL R. MARTIN, 166 N.E. 92ND ST. MIAMI, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., ABSOLUTE HOME MORTGAGE, ITS SUCCESSORS AND /OR ASSIGNS AS THEIR INTEREST MAY APPEAR. p 4900 S. MIAMI, (305) 8 BLANCO, DANIAL & ASSOC. )tJC. _Land Surveyors ,> •Plar)ners W. 74TH COURT t'Mailin Ac.ress ) FLORIDA 33155 555 N•. Snore., Dr. Beach F1 . 33141 6.5 -1200 • . FAX: (305)86 ZONE: SUFFIX;. J .DA`s• u 9 I EASE: N - Tr g ; • 1 • `'Z FLOOD ZON gm DATE: 5 - 1q —98 3 .8 SCALE: 1 "= 20' Y DWN. BY: F. 21Ar4 CO JOB No. 98- "1 Z 24 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. ACCE38 4' el-E RDK8CENT iN is" RA!BD E3E AM 2' 6' -6" c A! BEAM.. DETAIL RESIDENCE NOTR; DECK -O -DRAIN A8 NEEDED DUE TO ;N8UFF.0 ENT i ORMAT ON QN TI•-E SURVEY PROV 9Y POOL CON1RACTO2 Tin ENCINEERiNCs F ;RM A3Sl.4r'E3 NO RE8PON815ILITY FCR POOL, PATIO, CR SCRi =EN ENCLC8URE ENCQOACNiNG 8ETeACKB. L EXiOTING PATIO - POOL PLAN Ail SCALE: ! /4" s f' -0" P1 1 -1/2" 2" NORTH ?AAO EL44JGE, P. 4'. 550 CN , L- A7 4G T.KAL r 1 c� O 0 0 ro ico g 0 k w , L i *1 4;' . 0 w sq 11 Yr L I . ALL FLOOR 1 WALLS OF POOL TO Bl3 PNE1IMATiCALLY AFFL CONC. U)1T14 A MIN. 28 DAY COMPRESSIVE • TRENGtN OP 2600 P31. ? . ALL RE3iNP. STEEL TO CONFOF41 TO A9.T11. 6i8 GRACE 60. 1L 3. ALL POOL.- P.PING TO DE SCI-EP 40 PVC BEARING NU: AFPROvAL 4. NO POQt. CONSTRUCTiON $14ALL BEAR ON ANY TYPE SOILS EXCEPT c . EAN gAN<+E 3 OR RO K. U 41cN 841AL L ESE COMPACTED TQ PROYI E A SAFE E INC ` CAPACITY OED 2'!' #'.. Ev ANY ORGANIC , MARl.,6,.CR*OTPER TYPES OP cELITE -+ $ MATERIAL eNcolAtEn0 . ON• EXCAVATION 6PALL E REMOVED (!i!~ D) iN TE-4E R ENTiR13TY, AND THE AREA 414ALL E3 OACKFILLEED WITH ACCEPT4tet.E 3OIL8 A,NI? COVpAcTE0 IN '2 n T44■Cl< LAYERS. WI-ERE Ti-Q CONTRACTOR CAN-NOT t ,MOVE. T1-41 ORGANICS, 0ce TO U.PATEVER CA1a656, TkE POOL 6HA.L, BED RECE 6IGNED FCR PiL :NGe. 3. IN ALL CAS E6, THE± POOL CONTRACTOR 6HAt,L TAKS ALL FRECAUt1QNS TO PROTEGt EXi8Tirv'C3. 6tRRiGTt,;RE3 FROM PAILL E 0Y 31;EETiNG AN0 /OR Ot- IcRINGi OR OTHER 113t140P A6 REQU+RE p. tt-E= 0E9.41 E.N4iN grt'ACG F PQN- S 31LiTY FOR fl SAFTEY OP EXISTENG.6TAtiCT RES. 6 . rim GEr3 :CiN ENGINEER. Ask:wee, NO RE$PON$1E3LITY FCF2 POOL CON61RUCTIQN IN :EAU-TENTS 4 Rg UERIlE3 esta4cK AREA6. PLOT PLANS Nor pR4pARE0 FROM . l, EG A 4uRveY6 CP Tpe EXI8ING,LOt ANP 1E61PNG11 AR ;» 30 INOICAtE0. Pool,, CoNTR 8HA_L,`/E .RiFY. ALL 011 THE? Play? AN, O E$T,4131.18H LOT L ,N E ; IP 1VEGEt38ARY'. Pool. CONTRACTOR AN P /Cf GtE,MER &. '/ 6PAL ERIi Y LaYUQt gN• AN! ALL: Ott 'Etr'S10N9 FTC 1`O Co.NSRUTlcg . 1. CONNTRAGtOF? 6HALL. EBtA11131,4 L.CCAttoN3 OF UFO AT ti-i13 Oita. MiN: eLEARANC t" E_N E3f3} - E ? ANP SHALL fee "ASS F BY me LOCAE. RECatitAtcR`l' AGENCY, ;N GE 4Ef 4L 14OLO A E .,141tANCE: CEs 10 FEET FROE`'! O1/ERNEwA0 EE.ECTRfC 1_iN;6 TO OPEN. POOL," WATER. e FOOL: 61,I " BE ` INSTALLER( IR A G CGR OA E WiT-1 11-+E LATEST U 6, GOVEt=d"'I NT 4APTEx ' 9TANDAF B. MAXIM TE.1714RArt, OF= WAT s1-04-1, NOT E XE;:EED 1 01 PECIREKe Fr it . F3TANT • E3 ARD ,ANE3- NO 0.1YINIG EQ44046. c gN . root. LE63 T;E A CEE 1 ?•ANN2 Sf ICAELY`E,EmG SEQ kst p1YINt;1 TF4I3 P ?OOL G.00141■JE0 FOR E EY.IN 4 I • r: r f {1 MAXi et.OeE I!N 4Hgtt: T O k E r(CE •. 4 lµ � FRott t,Us{TER. 2 • Ud4T JJ4 4T w .. 111 4IATE1 L„INE .P . .t tO f '1F 1'3 i t C4 4T ' ,AMP t41[E 1QI S'A3 I PANE/, . z 4 t 31�[N = GQEavIVE i�(OTc i0. 12. !4. tuARNiNG: TO. "PT.Y 003., AFTER ONBTRUGTION $TA PL L Fr ?=1/4 oT 9 E3, AT T .E fiY o - t. T @E3 E =_L1EMINATE1? Tv F T tH13 root FROM FLQAT +NO U1�tl!4RO. Tt�E OUt 6T CGN'VLT A PQQE,. I CONTRA,CTQR. OR POOL Rl PAiR.CO'NTNFA tVR ExFE*R•ENC O• IN EwLimRIATiNG UFL10t PR • 2 • �'3 GoNt. COPING . WATER LINE .E3. tHyI6 PLAN MAINS3 t FF2 PERTY tE�E pE6- 1GN ENGINE IT 16" NOT TR 6 F � � E FRO . NE CONTRACTOR TO•ANOri R tut7`N'rouT TH WRITTEN tITTEN FE.F c;N .THEE c 0 , c ENGINES.: APPROVER PIN! ;4 6 CAIN. m MIN 4' FENCE UITI-1 $at.P-Loc.KIN G GATE RE« AROUND ALL lANSREE;NED POOLE. UJHERE P010E,,8 ABUT OR ARE PLACW N ARF3Y oEA WALLS OR IztULi•1- +EA SPECIAL C $HALL DE? EMPLOYED. ma UJ4LL6 SHAL E3F3,. W. GOO!) CONDIt10N NOT PEF?MITTiN ANY NIFTINt ¢. REMOVAL OR 1,40761 N N 3 OP Ti + : $UPPOr2- T/ SOiL AU1 Y FROM TF± POOL . IP ti. UJA t_6 00 Ncr FULLY CONTAIN. TI. •SO L kZaNINE? T4 -F_M, THEY 61441.4 DE REPLACED D OR REPAARED. CONTINUAL MAINTEN QP rHE UJA1L6 iS REQUIR!?D GOP TI-±E PROPERTY c..NER UA E1N EXCAYAT ING FoR THE POOL, THE 3EA- WALL TiE fSACK3. 314ALL. NQt BE CUT, NQt;i:Y T14E .ENdINgER. FOR iNSTRl,if TION6, WI-+EN CoNC. CEAE2M PALL WIt441N tt EXCAvATiON. w i t E E4 C A I tlo N. g BH P A ,L L , M I. 1N c sP4L o 3 13.3. TUR1:3E!'. E3ACKF+l.1. 6HAL @E� A,ccomPL e4g on-4 cl AN 9ANE73 FREE QF 4 4Y GEC SC NAtar -EALB AN0 SHALL ISE PLACED D iN +2" THICK LAYE RS.. EACH LAYER 3144.1.. Bid- COtePACT op 1Q `V4 OP THE SOILSMA501141 DEENSiTY E3Y tAMpIN4 6OLi2LY. 3OIL6 E3Ft.O.0 THE PAT!Q SHALL ESE PLACE0 IN A 31MiLAR MANNER. 3. U1H RE F' t :CB RE IN ICAtED Err Qr• -.ER9, THE PATIO 03 NOTI 6 Ot4: " t4E3. .tlrPlCA1. WALL e4GTi EEO NNo Y. PATIO E 414.41.1. @ Q 9� orvels. 6 " . TiQAL i LL QW ENO ES P,ENp 1 YAta.Yt# i l/2 • = CQNG AE316TANT TOPPING- W/6 )< 6 UA.4 X QU1.4 ALP *4 CG4 PAciTED FILE. WITt4 414; 4RGAIT.0 MATERIAL REMOVED (6E,k GENERAL NOTES) 6LOPE f " AT .12. e .1.E E otr. c 4fErr?Er) t t i • ": <8" CG1'NC. PT4 t."`} CONT. 2" COvEr2 (CE,NTE;:RJ TQP4 3 BOTTOM 1 .14, ' AT 111 O.C. EACH WAY. 610I-TEX FORK K TE30ARp OR Ec S,IJv .3 = iORrEX GRATE TO ?Ex PAS -r NE 0 141114 ScE E 4$ 3 / , 4' F Q 4 E3Er "D' !` MIN`S± 3, v . a.„ ; > :. F2Ck;� to 6 ?401 .►Ze, • • 'C' • PIPE REr1"{Qv GF2Qt Aiv i El L PQiNVT. YALYA FROM kt4i .1 RAIN,. ANP tfAct4' krt;l:fAR`F puM14, p. -i14, LINE;, E FT 1 ' 1` L: PONT ` QErAIL.. • POOL DATA 4 2 U i PMENT SIZE 1 Ei'EPTH: - '6' : 28' CAPACITY43969 G4LLON6 PERiME;TER8? LP FUMP:2 HP FILTER: CART TILE: 6" 6TAVQARI3 Cou4G: E;3uLLN0i -fiRf c CLEANING LINE; NONE CNLORINATORNONE TYFE OF F>AtiG KcOL c cK 422 Sp ex)! F2A,ILINGSt NONE POOL B(N161-4: 0IA100E REt 11..RNOVER 12 1-EOt.R6' t' MAx"m ) 2 I-lOUR6 MiSC: Exer iN6 FENCE COP1 M tIJA ig F2 LEE',iL 1-1,4ND - HQLD PETAL i NT6 NOTE: PROVIDE. A IME) HOLD NO MORES . THAN AIWA Tug Nc $ !AL WATER LINT:!,. 48 8P 3It06' QTY RETl.LF1•■e,2 LiCs4tas 1 S2v '00W 61.1)rck r .8" HEATER: NONE QOD: A6 NlEGED SGRE.ENs NONE t:*(•*,:ra R�1-4 ELECTRICAL, , cQNT TQR 4LL S3UttlIT r4EvlsfQt ,TO . ` S SE~ DRAWIE�,GB 444oWINa4 t?xi&TENG eg ':CE . Lto . ADCt 1oNAl,� LOAD. G'ALCULATioN ANp cPE CrEQ.AB- Bt)i1:T P4TIQN6 iF .0I!FE.I E T 1 f al su PATiO CERAMIC TI E HAN P I-4QLt - MAX. SPACING 814ALk Not ' EXCEED 48° TALE (TYP.) eUJIM9yT E ETAIL N,T.6. 66.83' CA 100' 2 • 28J1' 5, T t N /3t. .2 '' 13E13iS/E8#OPI: E"E1AMi 3440R!„9 BE:GT QN f RLAt t3oci<:1¢t pG` _ . eve E coftp Sri CXXINTY, FL 501E STATEMENT 80+L AT 31TE 16 SANDY AND 1-4A6 A 2000 Pa* - SAFE L'ARING. CAPAITY AFTER EXCAvATION ANNA COF 6HOULD ANY MUCKS, MARLS, OR oT1-4 R ORGANIC 6OIL6 BE± DI6CO`,/ER ON EEXGAVAt!oN, tHEY 814Q,1LD E>I1 R1=N'OvED IN THEIR ENTIRELY, 1'4416 PQVL. REGl. 21,00 PSF Bl3ARiNG CAPACITY. 1- 4YDR4U tC UPLIFT CQMPUTAT!QN9 FLOOD CREW ELv. FOE2 AREA a 6.6 TOP OP POOL ELY. f 1.1 BOTTOM OP POOL ELY. . 05 - 14YCRA!JLIC HEAD , 4.16 ALLOWANCE NYGR?9tAtIC VALVE, NET NYCRAULIC HEAD : 2,79 USE Mi'V. e,11 - 11CK CONCRETE FLOOR 3LAE3 T M$L. Met. !.Y tia'.'a!•'x...: fxI c;3 !ar 4'• 4' 14" r. t. Q�• t>at�, , • E :( t i`( f: T► -> S1.hr5 col(tFp ? fit) Y Ct pi. i. rtit• tdt }t, + 4 'A l r O'`x rv* it ■it4x f cj� • L .& :- e S tL" v/ 'l tt. . 1 t� a 110 4 ,A0‘10. ra Liqr)i\TtO 1 p -___- _ i x G E 4 t t. Ft0 R 0 • e t ' 1. 0 0 .R P L A 1,1 • 4■■ ° 2(tu(. C 1 ,( / ..'R it to \4• 61% oV p. r tt.l, 5(111, 9) .t1 (: 'lEectQl1 . fta. CEtttut, 4xt1T' I1• LEt•%M%4 3S tt c.E, rt,,u1tG (tt.E stt.4S r c)P,►• = :mote + 4 b '14, 1,4v0 Alt. N1;,`4 ' -' 111'3 'ittl�l t tr3. '('. ¢toOZ \vl) Twit r3ASS p pr3ttiptI4 r3'f o\Ytice., R r,.rf ,+•'S(,.yi.✓.: " coAr< 4 1,4- .41•a,. .9:' • Wt. 'SI Z g S t .t1/, rb f ` Z + o)tcr 3 ' 7' • t , " ■ w ettc(S1 Ex4S1''; 1C1'(U G• 43.s. P41.%, 2 x Z' x '3116 S 'tt. !,otS, tj12 4 X x 31 11(. " 51t. t't:1.0t7 E117 S!CdfaE T.) 'WA \l :•ltd` c' t• S 1E:VS, g% JrL$ Yo 9.4r3 'j . ff :� :Ayr 0. - j4 4 '1'. 4 1t4." � i• 14, ;t.�.a4.<yQtA(t,. 0r C Alto q s trt,i ' e/c r,1 '1b ! # ' /c4 tN { t t •® 1241 1,,1 " Wit • 1 r- ()tij11 a ) u - -tc f n / ec t tto •7tr F • r ival � rchit�rt 3isst �O'+ttrf � �f.. • -.. ill build' i'ncl Gerald a e .. : : t ' . ; , 'di l l bull building re8ul4tiohs ar ck J ° e'• F leur• .4 ii reinforced watts ` .. - ` lca/ Wiring a cad steel, a: � if ' f n • e roq. and r�0, flgl � , ` j `T »AAS J. KELLY �G151'I�EI) ENGINEER NO. 3161 6139 S. w Atli ST. MIAMI, FLA. _(tiC`( 4 4" sue.: ` 9►"1. f. 11, tsttti ri 404, ti - R3 p Stu'-c4 3o(M t ti t, , :1 ‘ 1, t 1!) t3 "j fl l�u�(< St 5'tlt;e, kc.Ni. • E tar 2? ' PA,r k w s s ' 1 EY SituC t•St(,C.S.t. rz cstv3NC.ti l fgopoSED 9kt( 2.04 Qt, v� / 9.4 Y:' n A Gf ray.c- �a .:. , v A"•.► ^ott.4 . NJ. f, . /0//NS 0/il (1 ' 6' �� J7 ' Of/II/6 s re ,{m , /: /s ;; 1aSi/) // Y. /2v j aw/ /e ,� /. e' f s �. 'S'x/O E: ) k /04, Th t oTS G, ". / .4 .tttlE14QEP M11011 S11C?C>:S . iCYt')1.1 kr 3V-• 10 1 "1(0. 7U . 0411 Gt7, etc? 1p h. P I , OT P I A R i''> 3o'•0 t la.w'�"Y v rwn T�eaw `.."'1•{4'+ Yr'V•'*e' -4^� •R�w n• d se(w!wnw'•1; y../�•a.rt� tLS;n a,vt�ra:�c.x rr�ad•.•r a.Fy'+.�a,.x. Y+•S«• *•,ti..,:.r. } «;,-� a ,�,• � +»^ .rYn .... +r•.+• rr•^•• :.. ••="s,y.. v...s. aav- .•`f'wf .:t.r.• �.�w�a�'RaaLl n...n..n}Tnr.aJV�.Y• wv.ry -. ��. .. .. .. .1..... �.,A � -_-* - s i. +wvae i..t .r.s a+.. .. L.•. _.. ti ♦..Y ..'�.v .4 4 r+`•e `.^' p` ' ""'.e.•..i. r.... s4•.�v!+t, �r ,�:- +?+•a::.r .�,. +.w.- r:•....;. . •. mo •• e: .s�.. 4.. Vf +.w .Tq . y � . .+c �'�... Yi.•w.•� �•9wv. ..�.- .�..wr...+.� wr - rt. a+ >,.. z -�+► :'ww.«r» -,.. - ...Y• '.:.:;. ..waw+iiT .'T i•+.:% >,a.+^*.y.+�"; i. Y r. l !tcu-tkT.A4- .!M.s«^.:•.I!..••'A aal )T• • ..«. wv. jep A:s-•,rwsa•w Wi n•. 4 (w M.. a.. a..r« .. y+ 4 r� .•�..+rrl�9:•M`Yy't+«Jn..�NT^w °'! a!1).r Y ..r a W r x„41Y.R nary^'. � . r .. _ Rai•._ ...- n •..ra`ra. ^r a.► -ir_ �. +�u.ww.w.*�...ifwwe wa�e'i • '� . . . - :: • .•. a' :. - • - i..w. •w weY^M"ea- 'Vir�.na+•t' .ww.w 4 ei+. w v. eX;► M' v+±..'. w. gyNi- �I+ i, tt�Ja�rY`KMi.Mw'• "xf`•.�rr�wYfM .•Cr f't'u!.�aQ •i-•••* w,r rM a.Vw.VrT••Fiw.+ 4.rY..a+..A..M'w M•xa,.. /+.ry- .LrwA.'•+ w`RWawwwr�.wgr�w 1'a+•'.�+�'�. • , • .� M w . t di.. i ¢•w�+err..:....vs�.a`:sni -•Y-: x .w _. -:. ..' LL 4 ..- w.+fw�w'!.+.r fs."°. " w± 7!'r!1.!'y'Dn�wn!V:rry..r.n•w.r. -w.+s..w..:sa w YR .t ia.sa;e. `? 'rf'rr,,r�a•v *crj'��i. .. , n3- -w _.. wea- r;,. '?irr W+++ Y '�! ra 'r 7 ,+.•s"�i'rM• ,. .. '. tr �� syr , os�q..- el+ y.y'r+P ".*a -t. : .,l ky . v ?• ^5�'v�..s... w.- ♦sn�.. •'!vs0+•e.�•V 1•, �'vywr•:ar.A ' was , �.'y►�M'd.v.'.r`yy'•+C.a.'N.'/ 1v �.rSSf^nws"T"I�MR .y�ryas,jana �e^±�.xsr '""a•''n"A"'^f '^^'an't...^ rem+..; , ,:.. . - r ^rr.�vra.n+.... ►n- �+..•- •��.,,•. ..r`•+v-r'?.nw ro. w, - . °n""". "r .+..,rte.•.- .v.+.v.- ...:...�K �`\'�'qn' - *'tt:!t^,'eS4 .r'ati;% • ..)may 1'� •h , Y" -jai{. rn*rwe+ar - } � y ^ r ,. }t r .,,n , :r ,�. �.. �^< r. � .y.r -.w fir° "5•"'. 'A' :"s. •.: _4 .:._ F PLANS & SPECIFICATION'S TYPE— G 8 4 1 l• LOCATION DATE (It-ft- t131. • LEGAL ZESCRIPTION--Lo C� BLOCK l r SUBDIVISION J OWNER VAIL, DAVID T. ELLIS ARCHITECT FLORIDA LICENSE No. 1151 LOUISIANA LICENSE No. 2443 ct fPorat rt micctrt i, loric /a OFFICE OF DAVID T. ELLIS REGISTERED ARCHITECT LOUISIANA LICENSE NO. 2443 FLORIDA LICENSE NO. 1151 THE GENERAL CONDITIONS OF THE CONTRACT 1.—The contract documents that form the general contract between owner and builder are the whole set of drawings and specifications, these .general conditions, and the agreement between the owner and builder (who is referred to as the general contractor.) If there be no general contractor the owner will have seperate contracts with the various sub- contractors. 2. —These general conditions are an abbreviated form of the general conditions published by the American Institute of Architects for the use of the profession, and a copy of these general conditions is on file at the Architects office where it can be seen. All the articles of these A. L A. conditions are to be included here. 3. —All documents should be signed by the interested parties and signatures witnessed, so that in case of later dispute such drawings and specifications will be identified as the ones agreed upon to form the contract between owner and contractor. 4. —It is the intent of this contract that the owner not be liable for any fees permits etc., be- yond those mentioned below. The contractor (or sub - contractor) therefore pays all build- ing permits, state licenses, plumbing fees for laterals, street replacement, etc.— Federal, State and city charges for Social Security, Workmen's compensation, and insurance against claims for personal injury. The owner should ask the general contractor to show that these payments have been made so that he will know that he is protected. It is understood that if the owner has no general contractor for the work, he himself has to assume such charges as would ordinarily be charged to the general contractor. 5. —The owner agrees to pay the following charges outside of the contract price. a —A certified survey of the property in question_ b—At his option additional insurance that will protect bim from contingent liability for injuries etc. c— Tornado Wind and Fire insurance for the period of construction. These items are covered more fully in article 29 of the A. L A. conditions. 6.—Any extra work or changes of any kind should be ordered by the owner in writing and any extra charges should be agreed upon before the work is done. 'T.—The contractor shall keep a sanitary toilet on the site. 8. —The contractor shall keep a waterproof shed on the site for the storage of material. 9. —The contractor shall provide temporary water service and pay for same and also see that the plumbing contractor has made a water deposit in the owners name 4nd paid for • same, as part of his service. 10. —The contractor applies for any temporary electrical service and pays for current con- sumed during construction, the owner later making a separate application for service. 11. —All trades are to do their cleaning up but this is the responsibility of the general con- tractor and he should check this and turn the job over "broom clean." 12. —All disputes can be settled by a third disinterested party. This is discussed fully in article 40 of the A. L A. conditions. 13. —There are various methods of making payments as work progresses. The method adopt- ed should be made a part of the agreement. Again this is explained fully in the A. I. A. conditions. As this work is not being supervised by the Architect, it is understood that the drawings are prepared in accordance with all building codes concerned—and that drawings and specifica- tions are complete and if carried out exactly the resulting building will be entirely satisfac- tory. However the architect can give no assurance that this will always be done and can therefore take no responsibility for the safety of the structure or for faults that may show themselves at a later date. The general conditions of the American Institute of Architects imply that there is supervision on all work directed by the Architect. So that for the purposes of this contract it will be necessary to read "owner" instead of "architect" as directing the supervision of the work. EXCAVATION, MASONRY, CONCRETE Refer to the specifications notes included :with the draw, ings. - 1 —The SITE is to be taken in the present condition and all tree stumps and other obstruction removed and carted away. Excavating is to include removal of all earth, sand, gravel, etc. down to the depths indicated on drawings or to proper solid depth; the excavating of all trenches for service lines. Excavate for all : exterior steps etc. as called for on drawings. 2 —Back -fill all parts so required against all exterior enclosing walls and for trenches, foundations, etc. This shall be. of clean excavated material in 12 in. layers properly rammed and brought up to required grades. Each layer of Back -fill shall be wet with water and tamped. 3— WORKMANSHIP. To "insure the stability of masonry construction, all piers and footings be carried down as may be necessary and every precaution shall be taken to secure firm and unyielding foundations thoroughly pro- tected from undermining, etc. Wherever excavation to the depths is indicated on drawings does not insure suitable support for loads imposed, the owner or his agent shall be notified and new directions will be given in writing. 4— Structures shall not be started until foundations have been inspected and passed upon by the Building Inspector of the City and the owner or his agent. All footings must start on the level beds and no claims for extra excavation will be allowed unless ordered in writing by the owner or his agent 5— MASONRY AND CONCRETE BLOCK. All concrete blocks are 8x8x16 in. [or 4 in. block if indicated on draw- ings] bearing Underwriters -Label. 6 —FLUE LINING shall be hard burned fire clay terra cotta 12x12 in. or as shown. 7— HYDRATED LIME shall be clean and fresh of ap- proved brand. 8—SAND AND WATER to be clean and free from chew - ical impurities. 9—The MORTAR for all Mansonry to be composed of 1 cement 3 of sand and 15% Hydrated Lime. 10— POINTING CEMENT for stone work [and brick work where pointed work is called for on plans] shall be 1 part white cement of approved brand to 3 parts clean sharp sand with addition of coloring matter as directed. 11— GROUTING_ The backs of all window and door frames shall be filled with 1 to 3 cement mortar. Entire per- imeter of all window and door frames is to be cleaned out. 12—WATERPROOFING for Masonry mortar is No. 4 "Sec." or similar —added 3 lbs. to 1 sack batch. 13--CONCRETE. A. GENERAL All concrete throughout the structure shall be designed for the definite strengths as hereinafter specified. The Cement content, gra- dation of the Aggregates, and Water - Cement ra- tio for the various pre - determined concrete strengths shall be rigidly adhered to in the mix - ing of the concrete. The design and control of the various concrete mixtures shall be carried out by an approved Testing Laboratory, acting in behalf of, and subject to the control of the Architect or his agent. MATERIALS B CEMENT: The cement shall be a standard brand of DOMESTIC Portland Cement, and shall meet the requirements of the Specifications of the American Society for Testing Materials, Serial Designation, C -9 -38, as modified and amended at the time of the award of the contract. C REINFORCING STEEL: All Reinforcing Steel shall be of domestic manufacture and shall meet all requirements of the Specifications of the Ameri- can Society for Testing Materials, Serial Desig- nation A15 -35, for Billet -Steel Concrete Rein- forcement Bars, Structural Steel Grade, as modi- fied and amended at the time of award of the contract. D FINE AGGREGATE: The Fine Aggregate shall con- sist of Sand or Stone Screenings, composed of hard durable grains, reasonably free from lumps of Clay, Soft or Flaky particles, Salt, Alkali, Or- ganic Matter, 'Loam or other Extraneous Sub - stances. It shall be well graded from coarse to fine, and when tested by means of standard laboratory sieves shall meet the following re- quirements: - Total Retained on Minimum Maximum 4 Mesh Sieve 0.0 percent 3.0 percent 16 Mesh Sieve 20.0 percent , 45.0 percent 16 Mesh Sieve 55.0 percent 80.0 percent •100 Mesh Sieve 90.0 percent 100.0 percent E COARSE AGGREGATE: The Coarse Aggregate shall consist of Gravel, Imported or Local Stone, reasonably free from Soft or Disintegrated Par - ticles, Salt, Alkali, Vegetable Matter and Ad- herent Coatings. It shall conform to the follow- ing graduation requirements when tested by means of standard laboratory screens: Total Retained on Minimum Maximum 1 in. Square Mesh Screen 0.0 percent 3.0 percent 3/ in. Square Mesh Screen 5.0 percent . 20.0 percent 3 /8 in. Square Mesh Screen 50.0 percent 75.0 percent 4 Square Mesh Screen 90.0 percent 100.0 percent -G MIXING WATER The water used in mixing. the concrete shall be from the City Water. Supply, or other approved source. H COMPOSITION OF CONCRETE: Strength Theoretical Cement Factor Class "A" 3,500 lbs. per sq. in. 1.50 to 1.70 bbls. per cu. yd. Class "B" 2,500 lbs. per sq. in. 125 to 1.50 bbls. per "cu. yd. The exact proportion of Fine Aggregate to Coarse Aggregate will be determined by the Laboratory, so as to produce the most economical Concrete possible, with satisfactory workability, and max- imum density. The Theoretical Cement Factor shall be varied within the above limits at the discretion of the laboratory as conditions may de- mand. The consistency of the concrete when sub - jected to the Standard, "Slump" test, shall be not less than 2- inches, nor more than 7- inches. J MEASUREMENT OF MATERIALS: All materials shall be measured with an approved measuring device. The quantity of Aggregates for each GENERAL SPECIFICATIONS batch ishall be exactly sufficient for one or more full sacks of cement. Cement shall be measured by the sack as packed by the manufacturer. Wa- ter will be measured in gallons by an "automatic device, calibrated to give results within one per - cent of requirements. Fine and coarse Aggre- gates shall be measured separately and occur- ' ately by weight. K MIXING CONCRETE: The Concrete shall be mixed in a Batch Mixer of approved type. A water stor- age and measuring device shall be provided on the mixer. The mixing of each batch of con - crete shall continue for at least one and one half [11/2] minute s after all materials are in the mix- ing drum. L. TEST CYLINDERS: At least three [3] test cylin- ders shall be made and tested by the laboratory on each days placing. For any single days plac- ing exceeding seventy -five [75] cubic yards, one additional test cylinder shall be made for each twenty [20] cubic yards of concrete in excess of the first sixty [60] cubic yards. These test cylin- ders shall receive laboratory curing and will be tested at the following ages: 3 -days, 7 -days, and 28 -days. Section L is at the option of the owner and /or architect and payment for such tests will be made by them unless the drawings specifically state that the general contractor shall include in his estimate, an item covering the costs of these tests. 14— FORMS. Contractor shall build all wood forms to the sizes designated with clean lumber built up square and accurately framed, nailed and wired, braced, shored and centered. Provide plank runways to form pouring, barrel pouring is preferred to bucket. Do not remove forms until directed. All side walls of 'forms to be Vs in. boards across braced, 16 in. centers with 2x4 in. Bottoms of all beams to be forced with 2 in. wood stock, shored at close centers. After forms have been removed, cement up all exposed voids; also remove uneven projections or ridges. CARPENTRY, MILLWORS, WOOD AND LINOLEUM - FLOORS 1— LUMBER AND TIMBER generally shall be Southern Pine, sound well manufactured and commercially dry. Lum- ber shall . be No. 2 Common unless otherwise specified. 2— FRAMING. Sill plates 2 in. x width of partition; roof plates 2x6 in. anchored to concrete with 3 /4x12 in. bolts 5 ft -. 0 in. o. c.; floor joists 2x10x16 in. o. c.; studs 2x4 in. and 2x6x16 in o. c.; ceiling beams 2x6x16 in. o. c.; roof rafters as indicated on drawings. All exterior studding work as indi- cated- on drawings.-. 3 -Floor joists resting in masonry to be fire cut, other joists coming in contact with masonry to be supported on iron hangers; joists over 10 ft.-0 in long shall have cross - bridging of 1x3 in. well nailed at each end; joists shall be doubled under all partitions, at headers, trimmers, chimney, etc. "Cripple" Header shall be placed at inside of all mason- ry walls where joists are framed into masonry at right angles. 4— ANCHORS. Joist anchors, bolts, pipe sleeves, dow- els, inserts, etc. required in masonry for_ all trades will be provided and set by carpenter contractor. 5 —Floor joists in bathrooms shall have top edges tap- ered and lx2 in. ledged plates nailed along side of each to support the cut -in sub - floor. 6—Studs shall be cross- braced once in their height for each story; studs shall , be doubled each intersection of par- titions; over doors cad elsewhere required. 7 —SUB- FLOOR. Cover all floor joists called for with 1 in. No. 2 Common Sheathing laid diagonally on joists and nailed at every bearing. All end joists to be cut over beams. Run sub - flooring along studs and not less than 1 /2 in. away from walls to allow for expansion at walls. 8— SHEATHING. Cover all roofs with 1 in. No. 2 Com- mon Sheathing laid at right angles to support. 9—FURRING. Furr at all exterior masonry walls with 1x2 strips 16 in. o. c. of No. 2 cypress creosotted. 10— GROUNDS. Provide and set nailing blocks and grounds as required cmd directed by other trades. - 11— PRESERVAVTIONS. The entire surfaces of first floor joists and all furring strips shall be thoroughly brushed with Celcure -Sol, following manufacturer's directions. All other timber or- lumber coming in contact with masonry shall be brushed with Celcure -Sol to a distance of at least 12 in. from the- masonry. 12— MILLWORK AND FINISH. Shall be entirely as called for on drawings. Material is generally No. '1 Cypress unless called for under different headings. All work will be 'set by job carpenters and generally will be delivered to the job k. d. 13 —WOOD AND LINOLEUM FLOORS. See Sheet No. 1 Notes. A. SCOPE —The work under this section shall in- clude: 1. Oak Floors where shown on plans. 2. Pine Floors where shown on plans. 3. Finishing wood floors except those covered by linoleum. 4. Linoleum Floors where shown on plans. B. OAK FLOORS shall be blind- nailed and forced tight. Floor boards shall be T & G and laid the long dimension of the room. C. PINE FLOORS COVERED WITH LINOLEUM shall be of No. 2 Pine surfaced and forced tight. This floor shall finish 1/s in. below the established floor line to allow for linoleum. D. FINISH WOOD FLOORS. All floors shCal be sanded smooth and all floors thoroughly cleaned Oak cloors shall be filled and sealed with 1 coat of 3 to 1 shellac, well sandpapered between each coat and then waxed and polished 2 coats, fol- lowing the manufacturer's directions. E. LINOLEUM FLOORS shall finish flush with the established floor line. The Pine Floor, shall be covered with a layer of 1 pound saturated felt cemented in place and neatly fitted. linoleum shall be cemented with paste furnished by the manufacturer of the linoleum. F. All wood finish floors shall have 2 layers of 15 lb. felt between sub and finish floors. (ovca) ELECTRIC Wffl G Refer to Specification Notes on Sheet No. 1. 1— SCOPE. The work under this section shall include the complete installation of the wiring system from the Lighting Company's service to every outlet in the building including panels, circuit wiring, receptacles, fixtures, bells, buzzers, etc. All materials shall be approved by the National .Board of Fire Underwriters and the wiring system shall com- ply with all ordinances and regulations governing same. 2—FIXTURES shall be furnished under an allowance and installed by this contractor. 3— GUARANTEE. This entire work shall be guaranteed against any defects for a period of one year from the date of acceptance. 4— CONDUIT. All wiring shall be run in best quality galvanized steel tubing. All conduits shall be concealed and must be continuous from outlet to box, etc., [see notes on Sheet No. 1], as shown on drawings. 5—SERVICE. The main switch shall be capacity for satisfactory service throughout the building. 6— WIRING. Wires for lighting and power shall be ap- proved by. Underwriter's label for size, grade and insulation. 7— OUTLET BOXES, SWITCHES, RECEPTACLES. Outlet boxes shall be standard pressed steel knockout boxes. Local switches shall be single pole type with beveled edge Bake- lite cover. Wall receptacles shall be Spartan Type, duplex with beveled edge Bakelite cover. 8— POSITION OF OUTLETS. Unless otherwise directed or indicated, plug receptacles shall be 16 in. above finish floor, wall brackets 6 ft.-0 in. above floor, wall switches 4 ft. 0 in. above floor. Outlet shall center not less than 7 in. from opening trim and where required must be centered on wall, ceiling or paneled spaces. 9— TFLEPHONE CONDUIT. Conduit similar to electrical conduit shall be installed from a suitable place on the ex- terior of building to a location for telephone outlet. The TFLF.PHONE COMPANY will pull their wire apart from this contract. 10—CUTTING PATCHING SLEEVES, etc. This contractor shall do all the cutting and patching necessary for the proper installation of his work. All sleeves etc. required shall be furnished, and installed under this contract. PAINTING See specification notes on Sheet No. 1. 1 —The extent of the painting is shown on Sheet No. 1. The painting contractor is to return to the job after other trades have left and touch up and generally leave in a clean condition. 2—The intent of this contract shall be that the Painting Contractor employ competent help and use good grade pig- ment, oils, lead, etc. If the walls and woodwork are -not in a condition to receive a good paint job, this contractor should state this to the architect or the owner. It is not the intent of this contract that the Painting Contractor cover up ' the faulty work of other trades. 3— STUCCO will be as follows: Using SEC cement coat for both coats, White No. 80. MIXING. Mix dry powder in bucket by adding 2 quarts water slowly to 5 lbs. of pow- der while stirring until mixed to a heavy paste free from lumps. After this is done, add balance of water to bring to creamy brushing consistency and allow to stand for twenty [20] minutes before using. Do not mix more material than can be used up in three hours. Tinting can be done by the use of good dry colors: eartla pigments, chromium, and iron oxides. 4— CAULKING is not included. 5—The painter should visit the job early and back -prime all millwork with one coat aluminum paint. 6— Should the Painting Contractor desire to use paint products other than those called for on Sheet No. 1, he should ask permission for this change. - ROOFING Refer entirely to specification notes for type of roofing required. 1 —The Roofing Contractor is to make sure that the roof surfaces are ready for him before he starts his work, and he is to instruct the Carpenter Contractor in such changes as he may desire before he begins. This contractor must guarantee his work for a period of 1 year from the date of completion and to make good any defective work that shows up in that time or to give a bond if this is required on the draw- ings. [to be paid separately by the owner]. TILE WORK Refer to "Space Finish" and to Specification notes on drawing No. 1. Note A. The Basic specification of the Third and subse- quent editions of the TILE MANUFACTURERS ASSOCIATION, INC., is made a part of this sub - contract. 1 —Matt glazed or similar type to be of Franklin Pottery, American Encaustic Company or similar tile of standard grade. Quarry tile, if called for, is domestic U. S. Quarry Tile Co. or similar. Tile work is to be set by experienced mechan- ics and is to be done in a clean workmanlike manner. 2— WORKMANSHIP. All work installed by this contrac- tor when completed shall be free from defects of any kind as to material and workmanship. This contractor is to return to the building after all trades have left and do all grouting and repairing and cleaning to the satisfaction of the archi- tect or his agent. Note B. Bathroom Accessories are also noted on Sheet No. 1 under "Tile Work Notes ". HARDWARE The work under this section shall include the furnishings and installation of all-builder's hardware, and the installation of all finishing hardware, all as required to complete the work. 1— FINISH HARDWARE except as below shall be -fur- nished under an allowance. Upon delivery it shall be cared for by this contractor and installed in the work. 2— BUILDER'S HARDWARE shall include all nails, screws, spikes, bolts, joists, hangers, stirrups, etc., and shall be a part of the general contract 3— THRESHOLDS AND WEATHER STRIPS, See Sheet No.1. LATHING, PLASTERING, STUCCO. 1— Products of the U. S. Cypsum Co. to be used or equal if approved by the architect for his agent]. 2-WOOD LATH shall be best quality well seasoned Cypress spaced 1 /4 in. apart and nailed at every bearing and well wetted before plastering. 3 —METAL LATH shall be 24 ga. expanded metal or Clin- ton cloth for all corners and intersections of wood and mason- ry, etc. 4— GROUNDS shall be set by carpenter contractor. 5— PLASTER shall be 2 coat work. The scratch work shall consist of 1 part sand and 1 part fibered gypsum plaster. 6— TEXTURED PLASTER shall be finished coat of Gyp- sum Plaster, hydrated lime and screened brown plaster with added color if called for on drawing No. 1 applied to a modulated surface as directed by the architect. 7 —HARD FINISH for kitchens and baths shall be similar except a larger percentage of screened brown plaster shall be used. $ — EXTERIOR CORNERS shown on plans or details shall have plaster burr nose returns using a 1 in. radius zinc corner bead. 9— FINISH PLASTER in baths shall be executed after the tile is placed. 10- STUCCO shall be 2 coat work. Scratch coat shall con- sist of 1 part Portland Cement, 2 parts. sand and 1 /4 lime putty fibered as necessary. Under coat brought to true plane and scratched. The finish coat shall consist of 1 part Portland 'Cement and 2 parts of sand. SEC., CRYSTEX or similar water proofing paste is to be added to both coats according to the manufacturer's directions. 11— CUTTING AND PATCHING. This contractor shall at his own expense do all the cutting and patching required` by other trades, leaving all surfaces in perfect condition at the completion of the work. 12— CLEANING. Upon the completion, all plaster stains shall be removed from the work. All debris and the whole left in a clean and neat condition. 13 —This contractor will provide his own SCAFFOLDING. PLUMBING Refer to specification notes on Sheet No. 1. 1- SCOPE. The work under this section shall include the. complete installation of the plumbing s stem for cold water, hot water, gas piping, if shown on plans d sanitary sys- tem, including the service disposal, water supply lines and plumbing fixtures. This Sub - contractor must pay ALL con- nection fees for the plumbing work. The plumbing system must comply with all the ordinances and regulations gov- erning same. 2— EXCAVATION. This contractor shall do all excavat- ing and digging necessary in completing his contract, back filling properly after his work has been inspected and ap- proved. 3— SEWER. The connection to a City Sewer shall be made by the City authorities and carried to the lot by the plumbing contractor who will connect his system of piping continuing the soil pipe under building and connect to all fix - tures with the proper size as directed in the City Ordinances. All joints in soil and vent piping shall be packed with Oakum and run with Molten lead properly caulked. 4— SEPTIC TANK. If there is no City Sewer, the plumb- ing contractor shall supply a septic tank of capacity shown and make all connections. 5 —WATER SYSTEM. Meter will be furnished and in- stalled with gate valve on house side by the Water Com- pany. From meter run pipe to East riser and 3 /4 in. pipe to all baths, kitchens and necessary size pipe from there distrib- uting cold water to all fixtures in the building and sill cocks as indicated on the plans. Install 3 /4 in. x 12 in. air chambers on all risers. Hot water supply lines from water heaters to baths shall be 3 /4 in. Run hot water pipes to all fixtures ex- cept water closets and sill cocks. Provide valve at each bathroom so that water for both hot and cold water risers - cam be shut off without disturbing other supplies. Water tap fee if any shall be paid by this sub contractor. 6—GAS PIPING. Install complets piping layout to any gas connection shown on the plans. Meters shall be furnished and installed by Local Gas Company. Piping to all gas con- nections shall be sufficient size as required by the Gas Company. Plumber to run pipe from main to meters. 7- -PIPE. Soil and vent pipe shall, be weights as called for by Codes and by City Ordinance, with hub and spigot ends. Gas piping and hot and cold water lines shall be gal- vanized mild steel pipe. Lead pipe shall be "D•' quality. Fit- tings shall correspond in weight, type and grades as pipe to which they are connected. Cold water valves No. 440 hot and cold water valve No. 7 Crane Company or equal 8—ROOF FLANGES. Install 16 oz. copper improved type roof flanges on all stack and vent connections that pass through roofs. These flanges shall be made water tight and weather -proof by this contractor. 9— GUARANTEE. THE PLUMBING CONTRACTOR will be responsible for the proper operation of the entire building plumbing installation for the period of one year from date of acceptance. He shall make good at his own expense any defect in manufacture or imperfect workmanship within this time limit. 10—A list of Plumbing Fixtures is shown on Sheet No. 1. 11 —The equipment for supplying hot water will generally be held to be a part of this sub - contract, but the Plumbing contractor should state in his bid whether or not such equip- ment is included. This will apply to all types of hot water heaters [solar systems — electric or gas heaters]. DAVID T. FT r IS, Registered Architect. • 5PACE • FINISH LIVING �� 12.00M r , FLOOR. -?. BASE 1YPICAL 4'✓ n)0 i' 1. \ S i E: ?LA-) I WALLS CEILING WINDOW STOOLS, EXIIO3 ED WOOD 11 EARTH DOM `..TLC QUARRY TILE DINING ROOM ,00"' FLOOR. \C PIASE \44\1 WA LL,S c CEILING WINDOW 5TOOL \C 1-IALL FLOOR. PaASE \VALLS CEILING \VINDO\V STOOLS I3 E D R.O,O M S FLOOR.".' PSASE \VALLS CEILING iv \VINOO \V STOOLS KITCI -I EN FLOOR, -. STANDARD GAUGE 13A5E ti TYPICAL WOOD WALL5 - PLASTER. CEILING^• PLASTER. STOOLS - GLAZED TILE. PSIL.t_ NC73E INLAID LINOLEUM OVER 4 2 COMM. - 4 G.Y.P. ON I "x6., Y.P. SUIS. DRAINI OAR-D ^- Zx2" MATT GLAZED WITH ENDS. 2." TOP STPJP. P.0 4DGE BATH C FLOOR, 44 44" MATT TILE. PSASE 4 =O" WAINSCOT GLAZED CUSHION EDGE TILE.. 5' -6" AT TU6, OQ, \VALLS( 6 =0" AT SHOWER. ENCLOSURE (SEE TILEAVORIC NOTES), PLASTER AfSOVE CEILING - PLASTER. WINDOW STOOLS -- GLAZED TILE (4r `-. I5ATU FIXTUUS TUTS LAVATORY WHITE. - GOLO2 €1. C 3306 (CRANE) C 93 F17TINGS t, BQl. WHITE - COtt iZrD al 5 2d's Is" (CRANE) CLOSET' - WHITE 6O+ORSO 011104 (CRANE) REGAL 4 6,00 SEAT E COVEM PbRASS FLANGE 4 PPOLTS . — *W SINK.^• LAUNDRY TU1SS -- \V"1 0 19348 20 "x 30 0 33751 C 1'3770 1 ROUGH NICK.E 3 /4" SILL COCK WHERE 5140\ N. CONSULT \VIN O \VNER..,APLOUT GAS PIPING SNO \VN IN KITCHEN. ALL ('SASE PLUGS ARE DOUPbLE. PROVIDE RADIO PLUG IN LIVING ROOM WITH ANTENNA IN ATTIC. ALL WORK 13 To 13e DONE IN ACCORDANCE WI'f41 cITtt 5TATE 4 14ATIoNALd E,LECTR(C.,AL Goys CONSULT \VITN ISUILDERR OR - O \VNEM,6EFO2E SIGNING CONTRACT, REGARDING THE, INCLUSION OF ELECTRIC SERVICE FOR RANGE SEE SPECIFICATION. R O O I'= I N C. ON ; 4 it EDGE 1 "x 6," ` 2 Y.P. SHEA n1NC. 10 LP). GREEN LT ROOFING MOPPED ON P• SIJEAT�I INC. 3® Ib • FINISHED ROOF TO 11E <--� E' --t>ti i ■ a G:� IZ OZ. COPPER. FLASHINGS. METAL DRI STRip, G' WIDE ALL AROUND AT EAVES. 0 t T - As 1 d o F ? Ito yE IL, S arc a•r•), 1667_• C® ?fEria-' A-r• Gt#•646 5E6 SPECIFICATION. I N S U L A T I O N O Z GaIIan woIar System compk., :, \vit'n I No. 1 [[ O.' DUPLEX colt, and iti .'!atcd i �? ci s_ PAINTING GR.AD1NIG TI4E GEO. CotJTlt4cTott. C,a.Ao(• THE QUILotMG A Suou ,.1 To 5•ci ooT ALL Aft.o00.13 P4 SEE. SPECIFICATION ATTACKED EXTEEUOE. \VALLS SEE SPEC. (i4CI.00I44 0.40 4. QARAE• METAL N ONE COAT RED LEAD- ONE COAT R•USTOLEUM WOOD ONE COAT PRIMER, /WO COATS 140115E PAINT (SECOND COAT TINNED WITH '/3 TUIZps. INTERIOR. \VALLS N PAINTED CEILINGS". " PAINTED METAL J ONE COAT PRIMER, ONE COAT FLAT ( TURPS) ONE WOOD COAT ENAMEL (NOT - THINNED) KITCHEN 4 P'SATHS - \VALLS 4 CEILINGS PAINTED THREE COATS. LAST COAT ENAMEL. (011, PA I ICI r) CAUL-ICING 15 FIOT INCLUDED GLIDDEN - PITTSI1UR.GH- DUPONT ARE STANDARD PAINTS FOR "THIS CONIRaCT. INTERIOR. DOORS 6'-8 "x 1 FIR, \VIDTHS SHOWN ON PLANS. 5 CR035 PANEL Fla EXTERIOR. FRONT DOOM 3')(7'x 11/4'. (I /6 SCREEN 0002) . EXTERIOR REAR DOOR. 6' - 8 • ,c 1 CYPR65S COMBINATION GLASS SCREEN UPPER. PANEL. TYPICAL BASE TURUOUT IS 4 1 CYPRESS 2 %4" MOLDED 15D. KEYED Top EDGE,WITH 3 /4" SHOE. INTERIOR FRAMES # I CYPRESS 3/i x /8 "- '/2 PLANTED STOP. STOCK 4 QUARTER . PLAS' GROUND EACH SIDE. EXTERIOR FRAMES` i CYPRESS OUT OF 2 "x G ", 2EhA1ED, WITH STOCK. 3 4" PRICK. MOLD EACH SIDE. KITCHEN CABINETS - UPPER SECTIONS 3' NIGH , \VIDTU AS INDICATED, 14" DEEP. Y FIR. 13ACKG, *I CYPRESS FRAMS. 3 /4" PLY DOORS, 3- CYPRESS I2" SHELVES, 7 43" TIIICIL. LOWER. SECTIONS - PREPARE FOR \VOOD,LINO. OR TILE TOP. AS IND- ICATED. 7 /3" - 4 1 CYP. FRAMES, 3 /,6" FIR. BACKS. Y4' PLY DOOR.5, 4" TOE SPACE.. PROVIDE FOR 2 DRAWERS 6" DEEP. 7 /8 FRONT , 3 /6" SIDES PACK.. 3 ,j ! PLY FIR. PSOTTOMS. MAPLE OR. Pb1RCU GUIDES ON CENTER.. N.00M CAMNET HAS 3( PLY FIR. 15ACK: T /g" * I CYP. ENDS, %2' CYP. STOPS. %q. PLY FIR DOORS. 1 GYP. 12" SHELF I "x 4: HOOK. 5T RI P. ELECTRIC METERS TO PEE COVER- ED WITH SMALL * 1 CYP. 150X. % g " BATTEN DOOR ," V JOINT T. G. ACCESS DOORS - ? d 2 - I CYP. PRAMS. 3 /a h12,ICK. MOLD OUTSIDE. SASH N AS I%a'x 2 4. 1 CYP. FRAMES \VITN PANEL OF 4' MESH CLINTON \VI IZE . SCUTTLE TO ATTIC. - 3 3'-O" 2 "1(4" Y.P. FRAME. , 1/2" PLANTED 510P. SASH FRAME I'/g" x 2 CYPRESS. PANEL OF STAMPED COPPER: (GR.ILLE) . CLOSETS -UNLESS MAUI' ARJC D ' CEDAR. FINISH 1S SAME A5 IN ROOMS. EACH CLOSET 14A5 ONE 12" SHELF, ONE i" GALV. IRAN POLE. NOOK. STQ I ". 'TWELVE ENAMELED 4" HOOKS. ALL WOOD IS *I COM.Y.P. "CEDAl2. LINING" WHEN INDICATED, 15 NfLOWNS ` I TENNESSEE. LINEN CLOSETS HAVE FIVE is co. SHELVES FULL DEPTH OF CLOSET. pop-cu FLOOR. -- PSASE \VALLS CEILING REAR STOOP FRONT STOOP ( ORLTERRACE) WALKS D21VE \NAYS GARAGE (OIL TORTE COGIAERE) FLOOR 4 ", SLAP3 CEMENT FIN1511 \VALLS EXPOSED (CLEAN JOINTS) hLOCKS CEILING N EX(305ED JOISTS RAFTERS. DOMESTIC QUARRY TILE RODDED f TROWELED 4" 5LAP5. ADDED OCHRE COLOR" FINISH . AS INDICATED ON PLOT PLAN , OF 1.3.5 CONCRETE. NO STEEL. pLANTS. SPRI SYSTEM LAWN PRINTS OF THESE DRAWINGS ARE MOT VALID UNLi:SS THEY BEAR -ma STATE SEAL. DAVID 7. E11,15 ARCHITECT PLUMBER- PAYS ALL FEES FOR TAP ETC., 4 METER DEPOSIT TO WATER COMPANY (IN OWNER-5 NAME) HOT \VAT UR- SYSTEM E LECTPZI CA L PROVIDE FRANK. ADAMS, COLUMFSIA 02 EQUAL PANEL 2 CIRCUITS LARGER THAN NECESS ARN. IF INDICATED ON PLANS, BATH ROOM CAK3INET FITS IN 4" WALL. TYPICAL INTERIOR. FRAME TRIM. (: PLY 15ACK-, APSOUT 2•0" x 3 -O (CHECK` \ AT J05) WITH 3 - I 3" GYP. SHELVES. REFER TO "02TAIL" " SHEET. ALL TRAD TO DO THEIR, OWN CLEANING UP AT ND OF 51.115- CONTRACT. IP 71115 PROJECT 15 TO 1 FINANCED IVY AN F.I-I. A. INSU(LED LOAN - ALL STANDARDS , ETC., OF TU15 AUTUOP PTY MUST �E FOLLO\VE.D. TI LE \V O 2 IC.. INCLUDE SIX STANDARD ACCESSORIES IN EACH BATH ROOM IN ',SLACK.' WARE . ALL BATHS HAVE 2 hULLNOSE TOP STRIP. PR.OJECT ; FROM PLASTER.. ROUNDED COVE PSASE PIECE. SQUARE INSIDE CORNERS Ei I" ROUNDED STRIP OUTSIDE CORNERS. REFER TO SPECIFICATION PLASTER. STUCCO GLAZING GENERALLY 0.5.FS. THRUOUT. \V ATlaERSTR.IPS WHERE MARKED "M.T. "ON PLAN PROVIDE 3" BRONZE THRESHOLD (CUAMPARLIN * 840 15 STAND- ARD) WITH SPRING 1M.ONZE JAM15 4 416AD. T[E2..MITt. CONTROL 28 - GA. TONCAN STRIP ALL AROUND AT FIRST FLOOR. PLATE G" \VIDE 4 SET I N HOT PITCH `IlooD Fly ALL EXPOSED LUMBER. TREATED \VIT11 CREOSOTE OR CEL- CUR. - SOL.Ct &USNEO ot•• • CASH ALLOWANC MIS CONTRACT CALLS FOR TEXTURE PLASTER IN ALL SPACES EXCEPT KITCHEN 4 KSATH (TO HAVE SMOOTH FINISH ). ADDED COLOR.. IN TEXTURED SPACES IF WALLS 4 CEILINGS ARE. NOT 10 I'SE PAINTED. SEE a PAINTING': CONSULT WITH bUILDE .. REGARD- ING TWO COATS STUCCO 4 METAL LATH ON SOLAR PSOX . ADD 'SEC OR EQUAL WATER.- PROOFING TO 130TH STUCCO COATS THREE LhS. TO ONE SACK BATCH. sec* 1 MASONRY TIE (SEAMS 8 " x 12" - 4 - 8 4hAl25. oft Q ,c I(o I F I ..I D I C. A T MO. a con=J FOOTINGS AS INDICATED RAKE E EAMS 8"x6" \V111-I 2 -it" it. ADD '5EC' OR EQUAL TO MASONRY MORTAR.. THREE LPSS 10 ONE SACK. PATCH . SEC. THE GEtl• Co$YRh.GT•R. IS To TAIC.>ie 1:3 ?EUAt- 'eaE YtiAT TI'S* STG4I --_ JS PLACED t",oRIZEGjL`�•�XlGT1 -�/ IA THE ?oSIT1001 GALLED Fob.- , W11Ho.q M1 SK If T' J c ouLE CooC,R.aia IS 13E1,04 Po Olt. ED. REU)f. Steei, MUSS 6E NEu) SToc . THE ARCHITECT REQUESTS THAT NO FOREIGN CEMENT PEE USED F OR ANY PART OF IRIS \YOWL.. LIGHTING FIXTURES (SET IV ELEC. CONTRACTOR FINISH u ARDWARE (SET 13Y CARPENTER. GARAGE DOORS HARDWARE INSTALLED AMOUNT. STORM SHUTTERS C U ILOM E P.ATU ACCESSORIES P ATU IREATE12..5 SET P,,Y ELEC. CONTR.. MANTEL pop, T IREPLACE CARPENTER. OR PLAST'R) AWNINGS ME. WEI EX MEDICINE CAf5LNET5 V 6L1 D5 4 GUIDE5 � 5 . • I� CAULILINC F5Y HAND ORNAMENTAL I R.OIUWORY- INSTALLED A21 RECEPTACLE INSTALLED PLUM bl N G STANDARD • CRANE • (SRIGGS ICO {-1 L E R. OR. Ell J FIXTUR AR.E EQUAL M I LL \VOlZV STE WINDOWS ALL STANDAR.D MAKES OF LIGHT SECTION ROLLED STEEL •SASH USING GETTY IMRONZE FINISH (STANDARD) OPERATORS 4 CATCH. SCREENS ARE * I8 MESH COPPER. \VIRE,WITU GALV. STEEL FRAME5. TO BE ATTACHED TO STANDARD (OUT OF 2'3(4. ) : 2 CYPRESS CREOSOTED 15UCK.5. NOTE! IF PRECAST CONCRETE FRAMES ARE USED ,THEY MUST PEE MADE OF WATERPROOFED VI ISRATED CONCRETE.. CATALOGUE NUMPSERS ARE INDICATED ON PLANS. 3 152 DM C IN: •• •d • GQI% aN4 /lT/JI /Ir! GAL Po W lx 3Hoo Si' RAP FRO CS $ 4 14• L. &STE1L- DETAI L5 DAV1DI ELLI3 A2JCt-4 ITELT FLORIDA LtCENE 1151 :•� • - y 1, * •�. �. /0 • �. ♦. �.,. i i ii. • SwV&p. ATJ i V' SL opt CALI Wc. AT teo O GK MOUP 1x 2 rv_ Pl 61 g 5 ucc. PLI.61E . F3l. e.IN . : iiiiaMMEMOrnii Intimiiilt r __J_ . •0 1f. MI MrfllrIIIIIIIIIIR - . - . ■ !r � � � niumpim 7 I8 • / 3 Pty V.ITC4EN CAINE1 i INK E AI 3 i4 s .GK, TILE ST.o 1..( 4 .•.'..•.'•::•'.�:•:•;• WA i W $Go 3j "rn0(.0• • MET E2, bo& g 4 e R.vw) 3 la, cm, o