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The Sands Lakeview 42268-42270
.ma�% ...�7. . , s w ,«r• .,'�`'`,r .� a Ir Y aa� 1INDY • I (24' ( o e IS 20. � 5 i5 20 2s ousE ! iI i /¢b Pm4 2 5/?r/¢S_ `f LL Y22/r /. /� �)� p� 0 i j��J\) l t a CIA t ;' co= cW', W cc _ Imo• Z � Ak MD ■ I ,t4 r;.a ;:,° r, UI 'TINE PARKING) 4 , t r 0 I 3 0 r�a.s n n '�, IC' a .[ _ d GJ tl J .. ` i v „, 4 F Y y Eby' s` U)w' �,' � Iy 'ly l� l`1 lK t9 ?0 v 32 25 Z� I BATHi _ I N HOUSE i 1 u) V, NiAM ' m .•wati .,{ ;: _ _ _. _.. _ _- I t w' #•.. •nri -1.. 1 .s.._ C ._. _.t. t_. t :.._-7 1 _�_LI 1-f J• i 1—..-7 r 1 1 i 7 l =�,i.* Jllof ar.. M. n.. .:. :,. ^.a.. ...5 4 w ' ': Ijx• q a.. app:: 1. ...,9 in [r., F _.. k..,, w Y ..x.. Y ....yd�`.9 .. .t x� 3 u ,?'.'..L R• , d .,..:. {..r,..s _... �, `> . .... .. ... ..... ..... .. n.. _:�fi. .. ,.::- � F,�or 84�o�E maa r •r I— I k I Ui a r-f 3 _ _. � air c J L � ✓ ._. .,.. : W t n v� x DAYS 4,'±_'�2 "G'< 77 DRAWN CHECKED �•G'f �?•2%-n°L APPROVED S00 SP 1 1 of ' r nmission Number S(o 51 Ml 7 z6vAl CAIP F f Ilk Al it Tl� -lF or, ELEVATION LEVAII WOOD FENCE DETAILS SCALE 3/6 = 1 0 A,, 1L is 'M* A 06" 49, A Q ax, 92 ,Np ill, M Ic W 'g 16, C; q, L TfN,�* ..... . ..... R, %,j U A. e4�e 9- 'F, ff, Mv.j; -'xl 'Al"!"Ifl; 1� K Ml o cn O INZ (z O z O z CL rr 0 0 -i LL C) z 0 C) Lij DATE DRAWN CHECKED APPROVED Sheet A-2 3 of mmission Number 9 & 5i I iq ' p h ry � Q L\YnA..i--A_4 etc s w6 Fl T 4 V. `y« w4: Fu `H SktiY� ! Wye:. RtltL ROVtitq p"ftONS. :>f2.A7VNp Rl, �j LOOS RmFt�k, ^to grCRVc�V@04' y�. ...... �.. v. .„.. x }y✓t4«'&'aZP'wy'�xm F 8x tl.s"f '`:` M• .Ywm.`' ..::.i... r ,i • i #�_ 9 .A.. J 44 r 1 :..r .a. .. ... .. «} k, SL uh" .',:.1 wil 0, Ld PROP a z &-T be STORAGE BEDROOM DR ('TY 1-1 41 o 8 A T WWI, 2 I m4ii, 4-T MASTER 890 )SING �Lp I 144*q FL 4 44-4 14 Z r IG c 9- a F- eop g 1A SALCOW UNLJ "T "A" FLOOR Pliiiiiii]AN L WQ SCALE: 1/4": V-0' PrZ—c —rz 7&--r 5.1L.Fi., Oft 4� IT ,4i, A 7,77777 F— z I DATE DRAWN CHECKED APPROVED Sheet —5 of Commission Number "N 41' sit IN $4 - Q O 0 z F ri DATE A - z v- DRAWN CHECKED APPROVED 5heet A-5 01 Commission Number 4 " 3 � t §' 4 I a s �� L.,#. �'�;4 a•,?d',", 'F � [� � Al t +$•J�i„ t,,., t S„a„b'wwwj5 'E r i3't'&'. „ sr'��yfiaaM • 3 g.. i ti ",", ---_-- t�=", `5q,}4 a7,q'R.:a w t ,'{3yy��k'4`S', mr it k '` zsl t.,°'' `A` �,, to y ` in, 3'v ,�?�' `: xe,3' y, ,� ,.0 *. ,,.,;, t '*: xxY�+k;r °+. .ry , ::� .f. , [ , ;-..: d: ,Tf,:�- I '.. rM^R,::;I .,'•. .., >.-., ..,., .,, r, f � :. ,5� T,': 1 .r N •, � - .:+, r , :..n',:w 3'�`d., +4 S, t ,> .,tiA ' ` , :' '7 . . /� 1 N v, '7 'm _7 Lam' a J'r, _ w.Ie kl a �Y 5'�u^r� �#:. r4"! 4 ,,';; i ;an ;N:. x I},.. i •,.: , 'x','.,:�'�^'` .i ', d' t, rY. F, _ R . Ar 'ct"f, : , £""�' 'r.,�r � ? 1 r�•{,rr, w 1 H. YL ! U K 5 T ..: �., .#:5!6` r �..,It •-r. t i .s ,x.-;n ' N " a .. '�, k:... �.{: .: �. ". a re,,r .� ,, z r,:'' �S'ay q, .,. t�V6,•::,3'..,,. h� � �, I / f , 1• �S x t 3. N� � Y.'*" * �40'•vk .. r,, .'::' r `^xa ,+ �. , . ` a - ' dmta r „a• �"c <, 4R 'T,': 0 F^(y / cV` t:F N IiZt L rACc r 1' r�P �li� l t~- "xlte la drv#r<.R; y2 % s yW,tkw' ti n r CLOSE - i'p ti Q�!bb ? t'* r ''vll ktY�"F y`,`h°'.tta'+ F4,n r r 4 1 / \ , 4 H�^'r✓ I , N A. n T 4?i ,> r.'. e. u ,.. '. £,., k , Te -.. n.4 ...N , , ...:_ � .. J'= ♦ ,�._ -r .` t i`. ti' ix y 1 4 ,•a , +<. , to -- . a'i' 'a �,l Fx , , kk �'.,. > , r ... N r,:, •,t¢.,. v>, :.:HL. .> 3C .'. .: I ,i '.'k t .S,' i' .. �' n < 5.'.lN GR:IA " t., .'�i , ..4>., r .: , a. y_.... rra ]r.:. r. >,. r.. •P .1 s ... ... e v , v.-. r:. .. -. v, ,e. :"' rIn < a , ,. • �U". , .. � ,.. �' Y _. '��.a rt >..: t " � ° ids �«,�£ s�... :, 3 Y?i k .vt i`r,%;,s'„ ro ' _.: S ... �I Rry Ert^a� t 4 1 i x b S•t4 rv,,sk ,fli : ,,,,{{�4 a y✓ ^C ,wFt' 4'' ".'^ ,.:,` M!;. i` — - _..:. w ayx}'� $u' :. ,'r,.::�g. r% I r' 'F R.''" "� ' - ., .+ ,. �..,, y„ + = I`:.. F r• ..' ,r, ,. :• ., NP _'._ ____. _, _.. �';: `' q, ,., �'^s"'� iti:s '�" ,.+� .'.'': t�: k �;r,s `..�i`.rt. a„ M'. 'I➢-5xn ',m , .,{-:' :'r P. "%;:: {�'. nh , � "x, r ' .t,. f:f,. Y v+:. ,t I i:.i 3 � a S i 1 xf r „i i ✓`4 Y I d I 1 r 2 BREAKFAST AREA. w<.. d.. I"Y e gwYa<'� .3xt=.: Y Y}; ` r r »;yk �.' $^gt<�.`�. � , e ,r x,r �r E- .. A A yy� et,�, yr. ,✓ . ' < ,. "' r 1 � '. r # 1r +:?r.; .' ,> fg r T,.�,v.,;;r'7a, `,�:`�a°� Y a 7 KITCHEN t t 'P 1 _ , .� rt I' n� Y i 4 1 , , 1r . r... ,.....Y ..3 ..x ...,.. .' < ,..«. "^ , - . ,". ;:: , , Via, ' • , ,^,, `t 1 rxti pk,r, :I t{� :,�+� t.?r 4 � „" �t sa yv} M': ��:`:^C .afy i r r r j ". Y'<S, r: -- ._ _. _ _. � r.. .. ,5.:".«4 _a .. "..<... c"� -,..: ' ,z° .,,, yqr ,�", '�7;YSFri. C•" 'r{ •, 'J� >: a,_ ..�.._• __ _. v,.Yr - ViY ,..: -. ... z .El , ,- i ,. - .'%t tr 'i?£l � YS'h rA ^ :—n—.^.-•- ,.-.. ., . Y. P< z ..... d _ ,.. ..,"Nf ,A '.rci; " ':".^ 1" , :3'.. ^:':n :1, � q, j:.. ,,. ,. ...... _.. F. A'Y+: 6 -. RY t u:... - K e 't'" ... ,.r. ..- .. .. v.. �_{�$yf� Y■i�. � 'sXt, ,. all— ..r.a+. a. 4 ,-3, s. ,. ,. ,p.�.mr� 4 Will go-,.' w ••; .r,l _ I >✓ „ � { i0 . Si . , rt. , rt �r r rr '' t YXI j {:• ,,:Vs a'! ^ " _ " , e JA 3 a to I . r4 Y, v' �p a � 1 �"v 0, 'IV YV '�"'/¢ Y' *-- M,-'a (! ,4 ' .'"(:. "J3 �,"3,n _-'__-__'____�-j��-.j}_. _ A _ p�+�i /��/�LrI"�. :/'1 ES 1NO N p i'"`er'i dA � n• , t wre}��"�& ,c WS!- _mw �-- ._ "r+� a✓ ;Y.� ` r Ia���*• a1 �, rr __ _L__..`_ i`I, r �` ,! ' ,�4 r`' =� s;� a _- 6 ', .{i /�.. N 1 1 '£ x+ r qs w M, r r` a# k, x .. X� •," — r as.E,'(kY a 1i t' s 4"N g CE t "gr - - r �" MASTER BEDROOM �LaM1� la x � r L _ q cR,,t' k , a i G '�a.l Al(o n ye IVY, i I , riy J it s r , _ J s is r ri :, x );,y^, r t 9 ; .aM1'": `' '6' a' N a ____ �. .: •`rt. ` m'r ° r -,Ci'. w".-s, w W: , ' , ._....._ _ _' •" ,< ��y rya �Rr4,�P h.✓9 e } Y + t � ,v BEDROO '° IV I!, d 04, i r� j I w BALCONY I I r � M1 �LxlblNur (tYp1r.XL { � I 4 9y 1 !J i ze i 1, U S'Le S i• t � n e s + Y M1 k ! ' � � t'Y ie` My '� - ��"'�" G • -.4,N � 1 a.11 b n,,, ar � Y' rat' r+..:: I y�'` Y A/ v a s ` t "ic ��,�, w<�i .-.-"�41 <�, , .:. 'I i ^ .,� t= �3� i Y4•C'rA, ''V, ..'e�Y� > " '3 q('�N ! V r �51 n UN FLOOR wig a " - vrr n.' ?{i: 5 t q,�' ,i` ram ^ ""r •,9 'h,'t r '" b Y:+kr'T PLAN .,, SCALE. 7/4. .O. .1 - ., i - _. ,- Xs ! J r: k`%.y a. 'err: !,:{+ _, 4a a'Lx.a., x* gyp/ 'y; •-'9>;. y I i L:1V T 'vI < z E2 a�R {I k. WRO'OR t.. r.. +.'.. y'a�' 4 4 a is r +d^ r � � 1v9 r - t., A ..W �, k u ,..,": ., F, •' -n-v4 w.. .>x>.. r. +., ,a 3 A`A x ,..r. .. ... ..., r _" r.. .: . : J� , 'nl e...F. < � f 9• ..: r e a. .: 'w ,:., .a. a Y ,.. ._... , mo- ,a v... "_ s. '. ,,. N. .. .. .. r r P r ,r45. ,... t ,.. t pk. .. .. .,.. ,. .n..L 3 A... . I� :.,. 4n. _� �.. OATS DRAWN ( CNBCKSD APPROVIED JD9 .'" fi ' Sheet v d A-6 4 t Ot x ;; Commission Number 8(05'1 f�I ¢Y , )....YS.. . .w 1..j, ib�, rMR} . . I .. d,.... 4m ti .. .. h • ,`c � H ,w � � � to m s _.. I . r M, 4 34 P AR, ky r ft . - tcNGL . � �.. i 9§ � �c -• tx MV Y� k' V� ^T,{ ✓ § t r ,,�. t +r.It y i a R F Pn S S roq� y ry , 1v Y 7 a Y r y w +R�Tr-aiueed M .. i:, >,�. � ' '_, ����3 IYX"�w. �I , vu a,*� � `�" , �'�5 n y fir' x "r k+ .. �, :r 6' • i �� C•. ry �n uw" �,I � 3' ,�ydEy + .w: : ;;. w e A a 4 �t h e, T D E F S I �"' E ELEVATI N` +5i+j a5 %4aa �✓r` f SCALE: Ile": 1'-p• qi r �'� s +..x... - ij- L3f..+. :.e �„ oi ♦S. ,�s ,t.a..... , , n. , ;., °e^d [ .'."r^Mv +,:. ....&u «.k{.?%Ps, ,1dD��frP s �t�. A« y F z O W J w V m o DATE —• DRAWN CHECKED << APPROVED Sheet A-7 8 of - ---- Comy�mission Number E u � ¢SN�LY6h t ONL�j \ Gir I{Ntll�l 0 c � tCY KITCHEN FLOOR PLAN! UNIT ,u►C„ tss7' KITCHEN FLOOR PLAN T �F UNIT "B" ° ''� fit, a,- I GA?rfEDkAL GEILthlfifI 1 (UPPER FLOOf26) 4,k Cy 1 i}4 KK !gROUND fL,101z �'G.bl1iECTer �' � � x x '�+vn t4• as �. p rY A PLC' cep, v�d .t •'4 � ^,71 M�'rS 68 y H000 ✓ �2iLi�&9F ¢I' vtrlYL &0,6E r I `k aL s11�1hr � Ylr!' a§x gflfa? "5�', ELEVATION ilk . rr n R � v rIA • V9 (D r 4 Al W M 41 r v I M M CD - F�1 ' CD J •P v �S 4 I I C.� § � L i` 71 v n i I V _ tG I I tr #� ei( d ❑ O U � r ..- a Z e � 0 N rr W � E W O # v„ ya . 'L I' I j to z O Q W J W L DATE DRAWN CHECKED 44' APPROVED) 1 D of Commission Number ?)t0Srt OPFAf w"kA;l Yz P?hfw 1"I rt rih 11W to v. 00" . 41d X, ,A, :70C y. y I 13 II g"v3Z W/:l\ L L 7,4 STA.L VR1__ n icA 2GREeu ":+ jS° R•C E.DDAf{ YEN'c. Go NT% N W 7� §w■ 7 lip, A MEMO— FOUNDATION & GROUND. -FL = V-06 ru -rO Pe M F'P OV P-; E�J' r-1 E-- A r1u6T t 10,Sup-F- 1' F-E 16 hjo NAB E5 E- S F2poro;21'i 0r r=17 r1e) a, 3 r- ,v-, r-, r-1 ANC Z: . . . . . . . . . . . . . . . . . . . � O� :;iFAPS GO A� Fat WF-LL, GOt-lf7AcTg LP Fit L-,L- AL-1, 61' C-0 Wr— 61,04,P "IN T N- 0 POP "_4 " A At NV :,PT,1F 4:) v F- SO ini'll'i 72, F t AM AM .1111, tsn wammul 91 u rm, INpp ■ I SM0 g rs 0, 1 WIN � sr ski^ ,�', i q � yilrl �, MA "� ik w k�� x��Y^:YfIt 1,114WIF, 1w1TV rN P Y 2 DATE DRAWN CHECKKD APPROVED Sheet S— LAWRENCE F. WEISS CWONSULTINGAAMI ENGINUAXVIDAR 6620 S.W. 7ft 4EMACE Tel. 661-9697 Commission Number I fikllll�liiiii 1,1116kiiiii", MAN ljq�t �""ij: q:" Ti'i i'A'l Tii�"% IW r"-" "�"Z'yTi-";i.6T �TT T "A 'T, IT, I w Ai Iq Nlk 2"t CD 02 F", M" �qli I -IT 'I -I 'IT T NEW 20 %1 21 POO p g 7!D" Of 77ie !�N Tm� C; EI 7�fg /7-0 20; )57-1 rtTm-: IM n 'Jw' 74j,— ;4 J Jut 14. 14 T N 1 - �-4#.15 7- VA 10, t3 - A 1 11 1 ll P IS - 5, 11 1113) 12 1 kq A 00 0 oft -12 ?057-5 IPX - , A illik" ADO 20:Fe It ZN 0) 11;6-6 162 7-X 9 tZ I ...... t6�� I Ij Tu A, " "PIWO-5 'A rk �k pg'� i' AD t r Aft L 7-6 7 Iz 'i 14 it c ree) 117- Tai- --:JUT uj I I u 'x iell LISII Aoiz) 6 TZ �Aj �o �#7 'Z' -4 146 "oi:� T770" I St rii TIN TTIP Q) AP m ZIP - Mm G -fuIlk JUMC2) R J 7L j "TE f'T -"T�R' Will "Ar W -'N rp� "T AV? Nlry ig 0, al" NOV N IT PLAN SECOND FLOOR FRAMING rd 'i�pwmm, , �l'� �' I MM 'NA4t V, 0, W V, T`io Nil - Sir 4 qv ROOF FRAMING PLAN � I Nai Y i2 i N 3 .Wrjr P', d' VI TY 5 FLA AT EA , �U L # 4 F l <TY aM f wW } fn. w 7 t Y kYi r'f 11 }- y fi s i Ir 4 >P" IIm I P , + r k t rY W ,ij Y �u x. �• T �� 6> i „� p P�, 2-3'xz3'off -41'xg°FP: r YJDr �—EC7G�fd W�'�2'' � A � •.a; G 'L¢'V % SJ//' QL SECTION V n a, 4 4 fi yd' 1 v t ,...>3.. E ^?.•+:..w : 1. �� ,. .. �N. ld�:..."r�S., �.h.. .�.. tiY �f.M....,.m, � c8. ..... Gx....... k a' � al x d A e � w � 1 x a r a= r 5 M k ix= Y Y, ... .. . . ... . .. . .. t r 3 { � � r � r � s a: � � I s � w r � r' *� F, ry r a ra. 3jq� Jn 9 i I � A A ^k[' 4' 'M1VI Y F �„ �ry' b� ♦f �yry. r° d& t. 7 5 „j�y 3x 9 'w "y�+ t ����u""5 yyXX tl a TF'r f.`r'fi. t 0 750 ,,. m .. >.-.. r ,. • .., e .. fit • .,r< nr,., .• ,. ,..,x '' at.. � ,v. s. "t ,..r. 41 •. ,.. I x. . .. La. a )'t .. ,^4:... v.. .�.< .r :Y:V 1' ... n ,a. A r.. `"v + , 'fr>L..,..a , .. .. t, A r7 w a 0 r—� l DATE j:g'4'x d5 DRAWN CHECKED APPROVED . Sheet S-3 WRENCE F. WEISS NSULTING ENGINEER ` ;20 S.W. 77th TERRACE 15 of 3 (r, AMI - 33143 - FLORIDA - Tef. 66}-9 Commission Number !l c�: Gy a r PRo�/tDE I"IET'r.t� SEAT HU2(L1ca.l.le Ar P�A," 2LJ55 -ro of <xT� EL,+ SECTION 1 /20 = V-o• S -¢ �5r t • T�` ��$}u.�u ���y'`�� � k,,� y,, T 5�. • r �t ` � yes. '.#� s6„S` w8t"'� i �'r '� x yM1h.'tw`"a� ME lam G dwill9mc, g' "1" pr pT8 g S: Ulm Ulm e* ■1� kt gig v t. - yg u Af EA, TszuSy ~<y • ?� "�: - _ - � 5EE AZc:♦i• �� of {�e'" 4w }• ' ' -WI' F�,Ft>R ti{f= P� Arl: 0-('iR1J55 MA ilir, I A-�-A- `rE rriP, TO rf 181, '(-{? A, -I �2 � PEA— _ _ C7� F.) 6- X-2t Hc;" &FazYc,jp ,,� fix:, Mkt,, .'•''ane: * 4NMI t� M#�:aa 4v'`�'i�^��'�.j �s s�"� at€ ; Y.,ta2 r�' �° �i`7' ti,�i '� n Y • '�fp ��"v w'i SECTION �- 1,rV,. i,,..r: QK,31kF4v rf, ah...�i' 5�"-...iz .-..k ;MFk(,;..xfiJ-f.x _ •.dam>.�-rv,,. , .ta..._..�,"N�:33i_ T �y .9 c i� c s u x L G S O L p �' DATE F94• 2-84, DRAWN CNECKKO W APPROVED `�,t} Sheet 4 wy. S-4 LAWRENCE F. W€ISC' CONSULTING ENGINEER H2O S.W. 77th TERRACE I of MIAMI.33143 - FLORIDA T61, 661-9697 Commission Number ��,5 I COLUMN SCHEDULE MARK SIZE REINFORCEMENT VE I OR S° TIES It OCAP 3tlx 311x �411 5/0 xd-II''Xd-i0 c ,/ 7SIIX 11- In A I I- I`, 2 8i1x 1211 4 k 5 43�Bn r, g' X 1211 1- 4 o, it 3 C 8'I REMARKS f:-i=4rn r,S,Z, FII.L-eD v�coJc• FOOTING SCHEDULE MARK SIZE FIE IFORCEMENT REMARKS -ONG TRANS. F 4,o 41-a' 4-0'x I'-o'' i F 3- 3 -�' 3'-�onX 1 _fin 4# 5 5 F 3, 0 3'-o'x 3'-o"X I-ol' F 2, (0 2-!o"x2-!o"x1-o° 3+e, 3# 5 12.- bJ"_?4 12 4-" >< 12" b 41'5 cog'r. 4¢@4g"% 1,JF-22 2211x loll 245c04r, 1 IF-2o 2,9`x ton Z�5 co r, I/4'4� /r- �r, 14oLE <I roe) 11307-4 I aT 1+41Dhf�ICaI{r) -a• ij W/WASH1 RS S, A.B. W/WASHERS EY NUTS-- 6 MIN. DBLMESF 7 TOP OF SLAB � ToP SLAE'J 2EI�F, GE�rH�� 01-t coy., (Zo�/IDE 2 PjFa 5 I I- I p°,c I I- I I' X c14 0¢5 � Al 2 TUBING COL. FILLED SCHEDULE) 6-10/I0W.W. FILL. 1/2"NOW SHRINKING LEVELING GROUT 12"x12"CONC. PEDESTAL W/406 VERT. at]#3@a 12" EL. — ' ' T SEE PLAN STEEL COL. FOOTING DETAIL N.T. S. I'/2" DEEP PLASTIC JOINT"'''.' W 3'-0" FORMER ' I1/2 " GALVANIZED STEEL DOUBLE MESH (TYP.) DEEP SAWW I/e' z CUT WITH KEY )�z x x x x—z—x—x x——x—x— r lik5 CONT POLYURETHANE POLYURETHANE o I _„ VAPOR BARRIER VAPOR BARRIER f TYP THICKENED CONTROL JOINT CONSTRUCTION SLAB EDGE DET. DETAIL JOINT DETAIL N.T.S. _,� N.T.S. N.T.S. I T CONCRETE N.T.S. SLAB ON GRADE DETAIL" V.T. S. zn PROVIDE STD. HOOKS WHEN COL. TERMINATES 3TIES ATV'*Ic laud CONC.COLUMN (SEE SCHED.) DOWELS W/STD. HOOKS TOTAL N..OF*5 ADDED BARS SAME AS No. OF INTERRUPTED BARS MIN. I# 5 T 9 B EA. SIDE OF OPENING I * 5 T E1 B EA. CORNER OF OPENING INTERRUPTED BARS COLUMN LINE w• -6"MIN. \„ISOLATION JOINT. CONTROL JOINT AT COL. N.T. S. I 0.33 (L-0 cv I ELEV. OR CANTILEVER "12'0.33 (L-I) 0,33 (L-2) p2I , g L-2` ,r J. WHICHEVER IS GREATER WHICHEVER IS GREATER 9 o CANTILEVER TOP BARS CONTINUOUS TOP BARS "C"BARS "E"BAR OVER EXTERIOR SUPPORT' LEFT OR RIGHT STD. 900 HOOKS ' DROP SLAB TO TOP QOPN'G AS RQ' D. BOTTOM BARS CONTINUOUS "I" BARS U o EMBED 12 BAR DIAM. EMBED 12 BAR DIAM. t : .CANTILEVER 1_" ?4 L-I TYPICAL BAR DIAGRAM N.T. S. NOTE+V I : 8"XS" BOND SM WHERE NECESSARY CONT. TOP BARS SHALL BE W/ 2* 5 EXTEND LAPPED 24 BAR DIAM. IN MIDDLE 1/3 OF SPAN 2'- OiPAST EDGE OF OPENING EA. SIDE 2% 0" l OPENING FILL TWO CELLS/ \WHERE OPENING DIMENSION AT EA. SIDE OF EXCEEDS SPACING OF FILLED OPENING W/CONC. CELLS DESIGNATED FOR THIS PLACE MIN.OIF 1*5 STORY, ADD REINF. ON FILLED IN EA. CELL. CELLS TO MAINTAIN MIN. REINFORCEMENT. OPENING IN REINFORCED MASONRY .v IIIIIII�� IWl�lnl�ln�'p� ICJ/nnl�pEEl ;nmge (I�uwmm1nw111RI illwudlNun D CORNER DETAIL ?gmmm�' pmmn/� II�IpnmldUnm�1�U �D'n'u�lUm"r On '=�u�mmi pllunmin� itiflmun®uwwOhl i mullillimni END WALL TYPICAL WALL 2# 5 CONT. tDROP SLAB TO DOOR OR WINDOW HEIGHT (SEE ARCHITECTURAL) BEAM SCHEDULE MARK ELEV. SIZE REINFORCEMENT BOT TOP "C- `E- 12 1 26-2 t,3l.lp�zrl $ux2oy�l 2 �j 2* RS 611X 246, 2#5 2415 2-' JF R6-3 g°x 1211 7dk5 24 S R6-4 8 x1211 2#5 F0 RT6 1(0-S° S"XIS" 12fr, 2#5 Fza6ED VARIES 0l,c1211 245 2#5 STIRRUPS 4 3 U, o, r-�, No. SPACING loll Ip" @ gu e on @�11 �4�" @ro"Ar oPerii� G S a% eo A � o J REMARKS W ¢ 24�-1ToPx20-0II(eXI IOTo61-AB) Cxr 5 -o I ro 2�-2 Q v y �W H LoPEDT�.SEE A��FI,DLJG,S. O 1. SOIL STATEMENT- 5EE s-I Rb r'F V 'Y.F r a 2. CONCRETE: •. � �J"��k a 3 x� a t A) Compressive strength of concrete at28 days Slabs on fill ------- ---- ------------------- 2500 P.S.I. k All other concrete------- a ----------- ------- 3000 P.S.I. 1.. B) Tests: A minimum of 5 concrete specimens shall be taken from each 50 cu. yds. or portion thereof. Specimens shall be tested according to ASTM C-39, one at 3 days, one at ' 7 days and three at 28 days, C) Cover: Concrete deposited against the ground ----------- -------3" Formed concrete in contact with the ground -------------- 2' Beams and columns- --- _--_ _ __11 REINFORCE Slabs and walls--- ---- ---- ------3/4', s REINFORCING STEEL: A) Reinforcing bars must conform with ASTM A615, Grade 60. , t ` B) Welded wire fabric must conform with ASTM A185 and be supported on slab bolsters spaced at 3'-0" maximum on center. # D) Fabrication and detailing according to ACI 315. E) All reinforcing mats(vertical and horizontal) may be prefabricated as welded structural ' wire fabrics with the same reinforcing shown or an equivalent area of other bars or grades are desired. Submit shop drawings for approval. z 4. SOIL COMPACTION: �y Fill and backfill must be compacted to a minimum of 95% of the maximum density at optimum moisture as determined by the Modified Proctor Test. �� �� '_ �'• 5. SLABS ON FILL:" To be placed on clean, non -organic soil thoroughly moistened before concrete is poured. Concrete) is to be placed on Visqueen vapor barrier or integrally dampproofed with "hydrate -liquid" or `µ equivalent in accordance with manufacturer's specifications. 6. APPROVALS: �i A) Submit shop drawings for item 3 above. '€g B) Submit laboratory reports for items 2 and 4 above. I i 7. COORDINATION: Coordinate all dimensions, elevations and openings with architectural, electrical and mechanical drawings. Report any discrepancies to our office. MASONRY WALLS AND REINFORCED MASONRY: A) Bearing: Walls shown thusDjIITM-t1,in plan are bearing walls and they must be erected prior to the structure above being poured. 3) Non -bearing: Walls shown thus=,:_ ;in plan are non -bearing walls that must be erected after the structure above has been poured and all shoring has been removed. Hold clear of overhead concrete until the anticipated deflection has occurre: IL C) Masonry construction is "Reinforced Masonry" as described in the Souther Sfd .E3WJj , Code, NCMA Reinforced Masonry Construction Reconnendations and ACI-531: Building Code Requirements for Concrete Masonry Structures. DROP AS D) Materials: R4'D 1) Mortar must conform with ASTM C-270, type M(2500 P.S.I.) 2) Hollow Load -Bearing Concrete Masonry Units must conform with ASTM C-90 with f,m= 2500 E) Provide standard Duro-Wall reinforcing every other course. A T WALL F) Lap all vertical bars 48 bar diameters. G) All grouting this structure shall be low -lift grouting. H) The contractor shall be responsible for quality control of masonry construction. He shall ^ � r 1 as'' maintain full times supervision of masonry work, including(but not limited to) dowel setting, 25 CONT i.:. ,. lying, 9 grouting and testing.. 0 u 0 a U /j 4 p s.. Y a . 41 w A � 1 i1 are I I I i S . PO,_ L I �o —T- I - --� r`hn�- ✓R i 5 . - ` I - I }Y 1 _— dp � x 7 �o 2 x> I { 40 I� F,) 4, ,r -, I c o. t C, 20' ATE C. W. METERS W/ B 4 Ck F[ OW PRE VE/Y T E/q 47- E4 CH /-1E 7,e` R 5lG4L L ZW F6)1?N/s1,1ED X /NSTALLED BY N- fw• S_ W,4TER CC I I c a" DAr[ •/I�'Y3d- f v DRAWN CHCCKMD h e e t d A0CH r'CE F. CONSULTING EW.I.N F� �.621. S.W. 77th TERRAL � of �G MIAMI - 33143 - FLORWA Commission Number i 661-9oc7 tj3ytF'�"ry 1 ST�S�j r ti• ` ��' x'i. C s,ti e u + e IL A + UNIT "All UNIT ��811 UNIT It��� UNIT IICt� -= -� n f I sa ki' agf�`;a J I �q' L�K '✓` _ _vc::`1' _--_ - I 0 L"-T h �.A I a,", A,, 4 „ +. ViF � .� )fir v a � 1n a > J" n im A� / / /I ..A :;� , ,.i. u.`,"�",�t� '».° a.:.'��, n e:�• - t., rne. ras` r. :�.i��*"'*^`,�x � ..,_, e � �G � /' �.. _ _ —_ � _ _ - _.�— O N 2'3 i tl N I f n �H `:Y1u'�I.=,W<ui�.zAK!,v`L.. t&ea.)%`� .,, �•„ ... `�:`u +I �"et�ly, Pn .i:�i♦ YL WV YS. m+� SYd4.��.dsw 'C�.mS, u p� UNIT °'C" UNIT C ---- �- I ' G i n o iU �J Ile Cr,Y� f I. 4 + I LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77th TERRACE MIAMI - 33143 - FLORIDA h Tel. 661.9697 O U c 0 W � e-a Q O O • PRO J LL I� r w L 3 N ® v ert c a D ¢ z a Z 0 Q. cc -J ILL ZI �cc V DATI'� DRAWN cm KcK•D L/• �r/ �l`•Z� AHROVID Y •V "t P-2 19 Of-- mmission Number BG 5 T =1214 It 5&g DR, 7-0 OUTS/ME rTYP.) Y2 GL.W� \90 GAL. ELEC• W,H, -FUAL El q GAS k /O YR,,� GL . L /,NED PROVIDE DR. PAN iK DR. LINE' PIPING BELOW GRD. 7t) OUTS/DE, FL. 15LAE% �q 1, L� Sk• / GAGE V, N.B. H. & C.W. RISER DIAGRAM" N.T.S..". NOTE: GP,[). FL,A-PT. PIPING SNOWNi, Z`'D FL. APT PIPING siMILAR EXGE-PT RLlN Ar,?vovE ?,-= i=I c'! c, e r s I .. 3 W vs �- 1 � I l - t , I _ R I � • i y �FY nx r ss , 1 Ii 1 f i:: '•is .y. UNIT 1°All - FLOOR PLAID SCALE. 1/4 ° = I - 0° 1 � 1 r CXL I ! r 1 I w..r.. LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77th TERRACE MIAMI • 33143 • FLORIPA Tel, 611•9617 Rynisa on Number a i I -A jwg _:�, 1 #���Y,P ��._ ,< d ,*+z�'rg?;�'s`a''�%„""�,^ �,a�. , r`L >'�"L�// ra Sw . R.V. VuR, TL" '/4 5o GAL Or 21 H. & C.W. RISER N.T.S. FL. LG 111"' If % CL,W, �.0 3 IL SAN. PLBG. RISER DIAGRAM AM T. S. z15054M "4'1" Vk m M Yv No ,yrn!w , W� N ��cl NT, x MON, F F, 3jef553 3 V 4AI 4," 2 V—G I-TI "r 3 v 5k -011� Of LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W.77th TERRACE MIAMI .33143 - FLO#aoA Tcl. 661.9697 II c) Vr 3 o jjmi ) O O DRAWN f,j A"wVND LNf Shoet P 4 of JG Number , , n ow j v 1 I I j 4 4'* `.'r"` ..s5�. � :.. .. .. _ a"I �'? Neil .„��:�1�1�•e .1 l �� r Af �IG RPP.{c-sb , � s4 k � rRao f s, T.�msw . r �� ilir r, {:'. I , yr/ 1 nr \ r�'L 6 w.c� wa�It �11y H. & C.W. RISER DIAGRAM N.T. S. ' r NOTE GRQ FL.APT FL- . G_ G , L 13" Il y 3 5K, 2 12 I ax 2" 1 v/cI T r, 311 w c�,o tom\ 4" 211 I211 4" c.o• 3�1 ¢ w.c' SAN PLBG. RISER DIAGRAM N. T. S . ------ a 0 LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77en TERfbka MIAMI • 33143 • FLORIDA Tel. 661.9697 O f e At0 b fir bl d A) t �y� W O VI O Vf � `^ v � rr � N V G D 0 0 Q 2 � O � m j 3 J V ti > DAT[ DRAWN CN[CRID A►p11CV[D �t P-5 22 Of Ission Number 3/4"CW: FROM G4rk V. How4 1.3 O. W, 2., 7� 3,47-,g v, r G. o, a �Ij W c Be 0/z HPC. W. H. 6.,9 'P¢T.REL.v.-DN,TOoUTSIOE 30 GAL. EL, W.N. �-z'• '`mil DUAL ELEM I �.• GLASS LINED ( a PL. T i�/ 3/¢'• C,1 TE V.4 C,O, + s 3J wj I T. J� .. O t� � rc� .'•� 1{� ,E [rye . ,: ,� Y n .vr^»x u,9I A r r I• y � �dm 4 r.. 1„ d'.' S"C./, QL✓^G, SEWER „� F Fi IIad55'aF`y'#d",z' r, PLUMBING NOTES A P• C, SHALL FURN, t INSTALL PVC A-C COND. DRAINS (12) ; CONN. TO DR, P,41V ? RUN -3/" LINE BELOW SLAB TO OUTSIDE PROvIDE 3/4" P- TfzAPS. 2. PROVIDE AIR CHAMBER AT TOP OF EACH ,4. I0 C. W. RISER, 3_ RUN N, c,W. p�PE : GRD.FL:gpTS -CELow FLU 2^r�'FL_ /7Prs,- ABC3vE cLG. ¢. 14, � C, W. P/P/NFi . STD, W T. J, 5, it G, Nl. /, FTG 5. � 1/9 I'L" Cu. S, SAN_ PIPING; STD, WT• COATED C. I SOIL PIPE t F7-G5, FOR /�'2" 57-,W7-. (I $ G,C,I, DR'G,5,1c-2-GS, P/TCI-r'ALL SAN, LINES ® %"/,C-T, COORDINATE PLBG, WORK W/ALL OTHER TRADES_ SUBNM/T COMPLETE f7XT. L/ST TC OWNER FOR APPROVAL. d, PROV/DE ONE YEAR GUARANTEE ON W0,RKMAIY5N/P �f MATL S, F/XTUR,= SUPPLIES F / X T. j C. W. H. W, 12 em W, C. i �12 ,. Sff. i //2 •• //2 „ C L , W. %" N 1/,2 x .,r Mli e.k rs S n fi F "2 e EGEND L . L AVATOR Y T. TUB SN, SHOWER W. C, WATER CLOgET SK. S/NK CL.W, CLOTHES YVA,5f-1 R D.W. b1SLl WASHER NOSE OIBB W1 VAC, C=LO WATER,..-,.. H. W, NOT WATER W. V. T, R. WASTE t VENT TNRU RCOF CL EA/J COT P, C,�r"r s a PLUMB/NG CCN7RACTOR-� S S. 5 C/L STACK G, D, GARBAGE D/SPOSAL UN/T . lD COA43, WASHER - DRYE R TYPICAL A C DRAIN RISER DIAGRAM N. T S isF+ �v .....�..�.ur. �rcmas>w�a^,anw�=ca�aaucaw.n.�a r,ec-:. a, maa.� ,prfvs ur.;nw*cv.,:�..nren.^,gaman�mrz" sxmsnwee.rrs�.aiie�na-.� a�'cmawauuem msx etyy` a' s •, o s .o C 0 W L � c o o U N W t fy 3 �-z c� 1 .o co ui I• O Z Q Q: Q) ac W cc D•�WN CN[CRtD yL✓ •Pf`•OV[D Z"' LAWRgW F. WEISS " - CONSULTING ENG'iNEER 6620 S,W. 77th TERRACE of ,mmission Number �s t y v� r 88 t J� f t O U .. a=,po ! o - N 11 r f� l z ;,1 m . Y .n r t ' y � ' w N L: r Vk {{ ,. ,.: -. s t T -� t - m� ,. .. s +s 1 �{�.4�'„"�A iM%1 q�"7�r r sa r a 3.f 14 M,V, V, A P /i 1 1 ) K-1 �xri Ll O I �... I d - (D c1I --Air -- �;� -01,r in - n V V 1 F "a Y %i d « \ y 1 L, L I / V r � / 11II ,k:e h13i'.n �'ka' •p I�� / V� V V x'4 ;.��M1..ii �1 v v / ���t 1 sr '4a1 � �' ",'� t - '?�_ w��uri 3'aF°51G��.Et�i;z `3�'*.Era,3'•ti� .. r a j� -W s s ...;z GROUND FLOOR PLAN SCALE 1/6" Ir - 0" wt 1 l "fir ....; ' .,'F t'7z.>, �• 9. .'�61n�31 yte, n'a rnx.wkn .. ,; ..'� li��. ��s� �A , .., . � � ,�`& �.� . , ^c)t _i ' z ti e 'i t �i >d N. na 'yu `tz r r uG , i.4 ; LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77th TERRACE MIAMI - 33143 • FLORIDA Ttl. 661.9697 0 U A. 6" WT C O M M M 1 ' T t A 0 I J J S `C A UN W C AO L O N — N Y U Q O D 0 U W Q Z N u ¢ ro Low,l,locm a CL cc LL O cc Tj DATI • G •ss �(s' DRAWN CNiCM[D APPROV[D C sheet E-! G4 of 3r _ Commiaior! Number e�51 M 1=b, n +: IN INS "Mmil Alm �j 'Al r A , d AAA -Z A 1 A c Itc UNIT UNIT a 00 NOTE * SEE aW"3. Al"'-f FOR EXACT L OF CU,`3 Ah- I qi I 11D Li C�l F;D 01 C5 02 ' L 0 II A rs 14 SECOND FLOOR PLAN SCALE: 1/8" = 1'- 0" a. YA, It, A 'F I A A E� a. Aj UNIT It c UNIT E � A r FAKoOr 7" L --4 --J�vp' 14-11 ELa LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77th TERRACE MIAMI - 33143 - FLORIDA Tel. 661-9697 0 -� 0 ao CD o cc LL LU cn OATS 9-1221s(o DRAWN c"9cKffD APPROVKQ'L-v Sh"t E-2 of Sr, Commission Number \ yx© � k \ \ � : . ,a . , \\ . ^ ., 2> \ � «. R Y S I � / r OF lie i - jl J - F .Z-/.5 -A:. C � ; l {� .Z l f ,} � kp I ?O �[ ✓ 4 4 R �r - `t it �- `nQ 4kk d1f'k 4h j S'T )h: +t l i _ � R 4 i 3r h ji y ?/ P 1 e G t � UNIT ..A.. - FLOOR PLAil N, SCA -E . /4 I 0 qq Y ~ tr it 3 ih Y 4 i o-a S f- • r, o • �o .o Y C 0 C WCL T t A 7E � O f Ar N w V f� a N N �\ V � f u N C 1! Y U D D Q t Y Y 0 CL Q 0 OC Q L Co Z LLJ W cc U 1�- DAT[ D11A W" CM[CKNO 1IM10V[D t'V t E - 3 2� of 3G ion f4umtW G «, >< .y �5 n t ! ,... , 7,, �u F x {ye-R .. ;...:�C..> �:-r.L h� !- o. 1 rrt. { V d .n .n. .�E +Li �$r�t UNIT "B" - FLOOR PLAN SCALE: 1/4" = 1'- 0" �r ffgd s s M4 1D ,s N N o 2 "�" Kam~ l k#n Rffi 9 t, l "4u ire R' y P' sFt i' s 5 ,��t.�y-"�. i x . . owo0w axiom LAWRENCE F. WEISS CONSULTING ENGINEER J" 6620 S.W. 77th TERRACE ,/�, MIAMI � 33143 - FLORIDA Tel, 661"9697 O to O C O L 1" 1 n 1"1 t A ' C O • J W � O C A 1... N W C s� N 0 Y D O b ZU O a 1 Y D 0 � a m e Q � J � � o Q Cc U O W CQ Or,n e5-;' 2 ,;�-'i DRAWN CN[CKND L A. Vwo It, sheet E - 4 2 7 of A ; — minion Number B(;FI Mo 4 .h yg8p4 Riilfue�sss " Fk 408 Ur z.,a?"€y ,1£y'��*E - _ .. "i u?a's+� 2c1' ,..._..,x 2r r� "YVFW 3. pr -f Fie x a�v "'," L WRENCE F. WEISS INSULTING ENGINEER bo20 S.W. 77th TERRACE MIAMI - 33143 - FLORIDA Tel. 661 9697 w axe J >a tF 404 a H ' Y 6 0 C r 1 d c" .> r. T s A O ' S O t PW4 J � 4 o U N W L A 3 N ® q{� t u Y U Q 0 D 0 V t M L Q I l D Cti O cc U W O v Q U C, E• b l DST( DAAww CNtCKtD L w ♦PPMK Vto LR/ neec E-5 %,- of 3(— mmieaion Numbor �7jx ae`"� � s'< i � �xx sue, Fr` w t s �. a "�'.� a s � � l�� kir a'•f� :q' +a •, a� -°' p< n tK " l- - 5 • D r A, /96, 'IV /2 I ©-/2 , 2'P /2012440t! c/RG 0,p,eAK n * s * i �'. o`SAwc."r% t` ,� I 9 'siys ryart--<fresre �[ % „. ,yam +"a `• �r p/. �P/ P/p�}�r-+�( i .^t k �in. k ki^m '6�4- � '� zX S-..,:' � ^� '-� • Lr{ / C �' T( &X. i-�Poll rb I'n' �'4t�,... ..' ..,�":U�^ iH:�a�� �- ICI", .» . ro.h , a. 'F;k✓.. �: L ^.. as,;.,.��i .. a . 1 TOTAL LOAD v �wi 4 � r r TG C7 'v a'.N 'fi at t sa g az; v� i GOA/A/TG TEO- j, ANEAav Op A e 41&J :v Ci 4 W e .Y.. ;,, 3 .�°x.:.d�rti .?r ....��a ,...- //9 t-f� •A Ir9 A.v �w'•.. ;S ..� 2:.'s °d.., .e .. MAIN RISER DIAGRAM _ PANEL SCHEDULE PANEL DATA CIRCUIT No. C.B. _ TRIP DEMAND LOAD NO DEMAND LOA D DESCRIPTION OF LOAD ova A -60 r. Q' 40 9/l i 30 56eW O�ZYEQ 300— ',04" /ro _ .344�;r 4PPL /Ad,/GE 5 / re)o 4 4vuoQ Y ,424Z', WIRE a CONDUIT I NOTES 0�10, Ti/WA,/ - 2#10, r11N/A/ cm v l4 24 �=# D TkASIY COMP_ 2G- 2a L3 Lati 5 3515© - �,'8c� 33Ow 7'//0'=G , A)C1,0 &V r 4a40' �•% = 20Dro0 /"A''/00 OWE/OD°oy�/O f ' FEED k' 3 //SI / c uUrra 41,4 I 30 45dca ri/y� r Z 5 7 30 3 60o Go�c r0, r/.V/T IE2 40 1J.-,2 NCA fZ 30 3 oot� bf2 YetR i l t�fj p r < r^ 5 4-/ 3430W nlor by dJF.x 4Ju17 C, 7 4 ! so 4JC4r A/, NE4 M' z 5,7 4.0 CIA4P. 604//7-43 � � 380 A .�+' U. 3 NEAT•E'r�' /O / 20 /.500 tNABN l2 /2 90o KEF'. /3 T 20t� D/rv4K(. /47 APi'L ;W 400 T/a&-sx co MI? 2 6 c :d Alk 5 .35," C 4 It/47 %i! IV^41 -* /2, T#wv C4�:1 6;V7- LO. tA/@ /00 %0 s lgti/taav!!, - 2 010, rtfWA,' N Z4B TNw.v 3+/O 7-i4WA,' -Jlo TLi IA/A! /4 r/llrvn1 r W . C ON,p /¢, OA AN CN N7� -= g,7S4 GENERAL NOTES (ELECTRICAL) 1. COORDINATE POINTS OF CONNECTION OF AC UNITS WITH AC CONTRACTOR PRIOR TO ROUGH IN. 2. CONTRACTOR SHALL COMPLY WITH FP AND L CO REQUIREMENTS TO PROVIDE ELECTRIC SERVICE TO BUILDING. 3. CLAIMS FOR EXTRAS DUE TO MEETING CODE REQUIREMENTS WILL NOT BE CONSIDERED. 4, ARCHITECTURAL DOOR SWING PREVAILS. SEE ARCH. DRAWINGS. 5. REFER TO AC DRAWINGS FOR THERMOSTAT LOCATION. 6. PROVIDE FULL WIRES IN ALL EMPTY CONDUITS. 7. OFFSET 12" ALL OUTLETS IN PARTY WALLS. 8. IF PVC CONDUITS ARE USED PROVIDE EQUIPMENT GROUNDING CONDUCTOR AS PER NEC 250-95. 9. ALUMINUM MAY BEtUED AS FEEDER ONLY AND TO BE BONDED WITH COMPRESSION CONNECTORS. 10. CONTRACTOR SHALL PROVIDE ADEQUATE WIRING, BREAKER OR SWITCHES PROTECTION TO CONFORM WITH FURNISHED EQUIPMENT CHARACTERISTICS WITHOUT EXTRA COST TO OWNER. 11. SQUARE "D", ITE OR APPROVED EQUAL ARE ACCEPTED MANUFACTORERS FOR PAN 12. ALL 120 VOLT BRACH CIRCUIT RUNS EXCEEDING 1C0 FEET TO FIRST OUTLET SIIA,LL BE MINIMUM #10 UNLESS OTHERWISE INDICATED. 13. VERIFY WITH TELEPHONE COMPANY ROUTING OF CABLES PRIOR TO STARTING 1kCONSTRUCTION a +Eil o v H ' W a. M Q � Q AQ CD W v M A vJ LIJ LI J �.I W U co cc W s cc DATE 8•ZZ- DRAWN CHECKED 4- APPROVED 4"4 ,�� nti.�'' 'er q• �,s s ewe' s' a E — V .+ n tyx i'k' :r + {++,. 'b'"r e R> F r✓< Sr . . `� r, fiA I"'S+ gW' TI E4 s S,XV.77*. ri MIAMI - 33143. FI RID/, of R, Tel. 661.9697 Commission Number AV .�� r)0 licit licit It UNIT Lj T UNIT L UNIT c -T ------ f- Li 7 - ). < C�:i 0 11 T2 -L J '_2 F Fi I u- ZOrd F-1 -I cj..�- W -115�22EFe 0 -L6O 6p -d S ,�,; .+. ° '!q '�'� r,. ,;, 1 n µ 'fi;#- �i'rt '^r'fi �, § As_ k4 yvfr., LAWRENCE F. WEISS CONSULTING TING ENGINEER 6620 S.W. 77th TERRACE MIAMI 33143 - FLORIDA Tel 661-9697 o O 0 V* 4- 4t,- 0 z Cr. LL -.j CL DATE DO A W N CHICKKD APPROVED Sheet AC-1 C, of ;2 (a Commission Numtw A WIN,* 7 a "aw tw* A/C EQUIPMENT. SCHEDULE UNIT NUMBER (D (D AREA SERVED TOTAL SUPPLY AIR CFM l2oa IIC)O z OUTSIDE AIR CFM I o IDo EXTERNAL STATIC PRESS. H20 Y4 u- FAN MOTOR HP/FLA 1/3/ 12, 55 )/3 /2 ELEC. CHAR. V/ �/,Rv 2401ilio 241 /40 -j COOL. COIL CAP. BTU/HR 3b,QO0000 3 L) TOTAL SENS. HEAT BTU/HR 21,100 0 z ENT. AIR TEMP. *F DB/-F WB 7 601G-7 MODEL NUMBER fE.F- AHU C-.,F1�W UNIT MANUFACTURER (I,q E:6 m CaEi-,M MODEL NUMBER CfAF,7 WZY, FLV,-14 a6 WEIGHT LBS. 141 14-1 REMARKS -ELe,/-, P-jcT-HE-&7131. I�W UNIT NUMBER I 02 LOCATION AMBIENT TEMP. *F 95 95 z D REFRIGERANT R 22 Iz z z COMP/ COND. FAN FLA IS. 'Z/ 1. 0 14011,0 cn z w ELEC. CHAR. V/ 0 1,v 'Z4DI11LO 2 4DI 114Z a z MANUFACTURER 2HEeM VWE�Ij 9ODEL NUMBER 24P�03(, 174P,030 ILI 8 0 WEIGHT LBS. 160 144 I o ,,, I REMARKS EER/NOTES 9.0 9 7 al AIR DISTRIBUTION SCHEDULE SYMBOL NECK SIZE MFGR. M 0 D E L NUMBER REMARKS pvv 6 '272 - F5 -5 �65 C,>Wco;, -r, Tu 7194P I rF - W'W TF- O 5 mJ5 Tl-ru4 FL mi NOTES: L 4o P-ly r I -I UNIT "All FLOOR PLAN "g (f J rc -r—+--,, 4 1 ILIn. 71, �-Ae. *1 yffiglla! ol A s 7M LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77th TERRACE MIAMI - 33143 - FLORIDA Tel'. 66k-9697 ice. o dc o 0 PN4 O 1 1 41't- 0 m 0 C Z 0 cc co Lu ca Lu Lu Lu CC cl. DAYS DRAWN CHSCKED AP OVXD Sheet AC-2 of r-ommivaion N--,,-biw t fi �qfi { R u, 3 ra�tx Ll FYH.0 N x rN a SCALE 1/4" • I'- 0" iBffiFA�N xM'svnrr ..H.n�•:yy k 41r','`tia• "4i� "�.�P ��`•f� �^{..�Y�`iS A� tg � ���yy !!fie C��'M� F i s I O u � U u C e lrT,1 G T < OC A OC o E-� A U w O Y V t G a � a m — Q � J Z U W a m n.n 8 •"'" � .SCo p AW. c..•<..o L w Sheet AC-3 ;'2 of 3v misslon Number y ,. FSy. .. ,.V ., . . r" .. _... ., ,... .� .�. .o. "�' ..'s.. .. . 1 0 .., :: II r. #. _.. .T. -- . E+Y i, 8 •asJv'•p ,.. .... .. .:, .. ..:u,, il., :�. ..2,. .-, .r lxi... .Yi .' ..v... •,.. .. xu.t , .�.,., 5' —:off k. v .n �. "d M ' t Y�� „d us MR-Tr b ^atw. 4j F fn S si+ai.u_J.� � w 2 ✓ s' IIuu 4-1 \y u41 O 4250 42 Ae a; p n �I F 4 : r IN IN O v z z u� , m I `- "h 2/ 6c" - on comic . BUMPEZ ,a TI IIT�— z, k , 41 coMPAc7701J• MAPK IiI X 9n' PAV_K10C. .5>AGf_ I2' {� x at v, 4•, 5 , S V Y, l 1 y a,a 8 p ry 1: �+ S j bk M1.` 1 4 r�$ i41 .I' < t '. ;: � „ •' s, , is 7E 2" y� t'• -Y: a a , L I I., "r 1 "x t »g �3y I '} b I'v 4 %I :e I^ 1aFt I aiY". yn.k .i t. . f yu M I P a s 1' I w r I Y Y I �s A 4 �x _ I F r1 1 t I 1 c. I I k Y III Ik I ` 1 i v` rY K` .'.� < ' NOS✓:�r/�fi/NH i `�L/F�l� 3 cEi�� �✓T !rrP) _ �2 _ a o r a . a r ;I CLOTH . N/T�4Pf'cG7 4.QDUNO a � • �•� a �` �e��pG.e�a"� en°b% I PERf4P,GTEO P/Pam H ' d� V 0 W T Q O •� 4 It t' N m I, f x. rr I h M.Ziit li sp:.e,� L i s, 3f•.i r 1 4 ( x I ". I II 1 k ,Olt,. y 4- I I w , x. , :...,4.... a ... , x , v w P n .... r •. r ,.r.. a .. 1 it tt Y V � V e-. m u ID " l w f� f. r , -4 16{ I 11 , I I I v, I v G , Iti, r. I� .. d S4 I , { m Y {{ r h F . v u ,p,.. } I I , f s } I! I E y yI I 4 1 I J M >. I I 4 I, V , Y n 1 t .. 1 11 I ,I 4 , , ', `, tt I I I <t l I e t I Ifi , , I I I l r. I I' I r x r.r I r I :IIr11�, III V I I I , ( . I I 1 r Y ,e A I f 4 1 I 1 fi I I I I i I I 4 kll 1 ' „ Vr t, lr Y I " 1:,1, Y I V Ir I I I I e/ I e *M II- e 13 t VILLANUEVA A CIATES, INC. Jll N CONSULTING ENGINEERS I, A 299LHA M BRA CIRCLE, CORAL GABLES, FLORIDA 33134 ,. i r,. qx�.,, -727 i - i J E� 305 448 4 PHONE: 8 i 4 I I f r� ,.rr• ♦ : , 4 y v F12 _�- K r4 Q O I` Z U W Ld x 1� O Imo. LLJ > Z W 1� p 0�p W LL V / N e CI I .8 1: 2DATE 2 AUG-86 DRAnN H.A. C 2 Commission Number 8651