Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PLANS
Gale // 1 Nole e, /,;7e /917e A/a Ofc,A 4: Al. e ‘ kl r • • • " • i L-S\ . • - . r , • q) • . - ‘‘. • ' ..0911% . /70 7 .6 — * 0 0 1,••• r.44 oN1 o54-7`o .7c1/ r 0• . V,./ • . 4; , • or, • 7 P ° 14- — jk: 4.1. s 57: 1 1 A M r c) n ,i1=zrolitigt '1, Fu Reccieds oi Dade CCU n : t; e surve of ire wroperty an at there are no e ce under rily directon : nest ot my knowledge and bel nereon is true and correct to th-2 j reptly sfirveyed ass un M sho tedk t rveyor c : : - • DOHALO V. kidNYOS11 MO.tiATH, 581 N. E. 91ST S1' ° 61,110! SIRE ZO'CC7nae; 514ETCH Z ZURNEY LOT 80 tit WEST koli_-or-Bock VI L O M lAtalf5f4C)P.5 OSID—E7----dOLThrrY F1,4\ °( X T ,< ‘;-Z isA �() .'t \` v1.f l'.C�1t' Cad t t: ea i`1 V' <:∎W rat igdo i4: 44+tx,)— c'{tw r s i ,r 0 a , / A '/A L. L. wirt.) iz /,',/ i. /0 p 1 r, "9 ( ; , : 0 . : .---,,-------, , , , q- .3 .., \` <tt Sfe, 1"U :'-■ i 1------V--- . - r _) .■ ',___ i • I I _ ..:,------- a S , A-1 To- g f AA CE L.JA (.. W /77i Aceie ,;;; TIC 7LE . (3 2.- L3'LS 77 1 Z. P 8 F i C.2 L I 1 • k Pc t. A < f f - • js a Ve; f- , 1 d P ( , aq - i- j V , ,,,t• j ' ti---!. T 0 , .- --.. _ --- ■ j (1 .." \ i . sio /0 -r /" 2- C' '-‘ "- • e • 114..t1rktli / lad „ Ibe A a. eilitVer J. 271 ;AA& r 4 ( a■.r.thAy a cf itI build3-*2 ipe ,aY eou t7 r 87 e , - ... ....tint:01y la.,...litIteciiterti9/MIA:Mfro-stiv e , ) 2 14 _ , , ,,,, i. ,, ;/,, .;,., ,. ,,:o . , ,, • , , ,, iLudg,ghlaautaio!, el WIY Isla Artl '4 43Cf f' -1 A ' .. Z.'. 1, a Ifi&r,3e , ,,.. . sai J ../.E G A L. SCPI A) 7 i° V 2 - r: Lo-r7 A/e0 AL oF L — /0 /A/ 0 C k 46, PI 'AAA sp.*, • Stada 0 /Jcadq, - (5 INCA f 3 4 )4"165; Code 4G,d t.i 4•• ootr ;" lam" . /e AL A f 4 Y/ . . ?'' l_.- -• ..)r c.�4 /Yl dG 4 F i r '4: 1 % • to ( /2" c o,vc . a 41)) N f -ea Vg04 5 O ' '`Sr • t. R o o S r 5'0 C : r/! 4-x oie0 VAYG P /!, /A /y' d Y l/.f C 0 7/43 Poor. V -/ 0 rA/ ♦ J J • z ".7"// - •1 '11" '/1 1 / .),f/ S 6 A t. 14" _. /' • to �n /JT!• L? J " /Qf- ,4/CE- lS/ /YL J T f? L0r 9, L 07` /Q /)1 / A /)f 1 1110 A_ c.f '/ 1 2 a{ - co ei.41 r Q'- O'i p : 4D Q / r /oAI 11,1"/G .s-�` Yrf- t " :7 2 G AI. F . 9 /_ c. G-' r At 4'/ 1 ' 1' 1/ vAt .;-./' vi : ; :1 (7 T' /. A. • 2 -I c004.104:: ' -?L . � LE-4M: . .10 - r - t U f _WE5 /Z. OF Lor F.A.UGK. 4a : Oiz': 4 AME;Jt) O F MIAMI " S ��C. 14) (. • c,, ,ssF;::; ., r.— j.. ( - ✓.. w ar . . ,_a 'lam .:_x as ... as-,,s..v*. "I, 6 ..!.s. Q0 p il I.e. 3v 4 II L , ES ,i".'IS 40 i L.$.P.S. ; y, 2 1 L.F3.i:• ./ , y l.1? 4.1 d L. .1-16. 1 P te _ Cfq 1: fb.1 , r r•-r+r- ,. ..7c..14'77 ;.lr.+r4 -- _.,a i- 44 "1. y7-..: • -? - ;ikrf QCs -. _ . • r1... rtaTO _(� • • tT 4 .G4•U,t i . ' t #1or, f :' tht3 4.or;,�JtrlGirtiori o,. 02%011;0 3 y vi.ti.c3t ,o � 'tract . ' ., ,00ctA1,84 . \ L1 i ell i ?1, ► :. 3 or, i��tt �o::t' et;c 14 L'x%r l al•21i 13. •o i'Zt'tol;) .t:1 cor',ttecv , I;it1x pool .= 1.44, . 1.11 _.1 1. t 4co-01 .1: tittJh t 11031 ai t act. )0 ' ,� •1 . on tiraet or . t f:a C o a bone . of .h3 . c f �. l `' ,1� •is .io Qt t . '3 o Lfl' Xtt$tibttt') or ' C11ttect ; a,i�1VfOt,1 A. i�i`.' t �i § : 0 311 � t1 1,4, •• pO t t}) O '4iftcslttX 'p�'ov'i t in a Y r 4 4 , : 4 ti 3 . :4 , 1` •` '1 .' .. . , . t`r - • t # ( tte 1l:, COr:44. one ;. .: Cho term. . :r t t1@Ct'r yy V q cd iri, 4d4 " ri'31'$]. Gotlditt ons�' N �: 1 ca13t) ue 1 r r 7 � 1'•3 , t10 . - _, y ( o� ar .1 conf')L . - tit' r •y �j/ ��,� F i. _ . Ti t u . �eh3t3;:a�ti t i � � t �''? r ` ' " al1t� ,,,...% cm ')lavabto,f to . ,, v. if{ o ou) cond .tllo[111 • 11�f: 'acre �. iot or do r.04. ‘ts: ( 0 , io k i 410 , N.: rce�. retor t') 4A.? Y'3 s' lrttir tI<a 04„ :4:1)11. , a n�i tests ' ala ti.i rt � .rid si ,cat1 3, 31'43.).' 0 < ►Y t i + l a i k �l c a',or , 'itib o4. t ago � yy 1 ' �:BrVtCd b SkF:')tt EF; 0:4 1':�s�1t :':+:r ttl'. ��' , 1 1 )14t t • f ho ?:)rk tae , 'f''a7, t ►�ItY 4 +�• '� t . • tr t?t5j I r.,. j . > t .$t .attct Ycidf 01.4.t' t44'1 0h ' C ,i.o:. �f L� .�C� `.8 4 1 # Q� .�t3 �X?,' 1 lr 3! ,.. `` ti;d', " : a e :: of; S eA. :' # x1 : '41 tU' 4.0100:f. 0.0 . x11 coa''pt e to . i n - t • 44, vt t ona3 )1b t . to „ f 6 J 4 as aot: i ort4 iii ti e GOtli radt ' l "T • t �tCKi�ILi. Pha c3x�vo.t#.ott,ftx�L Ls �ug��%xt� }t- o: Iw. x•+41• �' •� ., C , �. , , y t s , • � r• A s' : 1, *1144 +,c1 r ,k f' 1I placed in" -ap a 4. ri r " 1.riuei0t'ci' .•i:t ca +it f 1. r ea -Ct *ts.d$ and vrottght t¢ ,..•3 • t, . r j • Cui4t11���i; ?s - f �t s '�4 � the& Oita c:upf�ox�E t)e pool. an�33... s , . a r .3sntt:. t /ar i) k, ti3.l �} l ii.Oic•i1tu to • � . Q . r _ . y -` ii' L ;tto� 3li `ca cis 1oa /:+'.x, ,a� ..., • � t' :.: i ;TAT' . .. -�' ti .. : .. . . -r: y��' .'' :• , � ' 1 raola . 3•)i.. iva Qf 2001 ec?fv1itibn.).: ' re: en ow�te yid;' 1� to a• n;•t is t'Xt 14ith y 3 ' 0c . 19 1 1 { 41: ' .t t l. 4p 6A1'44 t'UC 1Or �• V 4 . l , c• • 1 - ill < i t' t of 3 el l.i' 3U, c�1 3n )�' t�Ef ��rY.yr..�t. 4�yl�a6st;.3� �. �3. ��r�•rlli *iY`�t C!311Ci.3 ! � . c , .isd a t conri) . ld :fitie tr;re +,a ea ' • , 0 "Z. t0' bt1'3 � ',t 1 'T y .t) 1 3'0 . ")>J'`'. "illf.1 CIJt• ,t,M4,• ,'dYc�.',ai t l ii: }ri tiara M � • u }.81�. QAI�t'a�9 u ill i')9.i: 3114 0,64%31 i.it a000rianca 1-11.1 • ; hv 4(0;it 'zi *n+`,.4( ' { 2) ..t o = r,� f4. 0 itet4ret, 4e0 :.41:31 be IocAi :littori(10s , ve: 3ti311 t:e i ; .toe 4 r "f, 1 r Appr' v Eck : <a 1r ( , ` kAte1• ) 31 ).1', . ot3 st'ro, J ':at4 '- up;, tic 4ti'r►.i tho 1. -itrt. ty 1 .r <D.,..k • r;ent.3 ?.t it i hE • 1') 4 X C ....44 • F 2-C ?ti, �i'#4 ;`t )ft 'Ji; i`�+t.rfort;i4 3 ?ut dell *tif ot'•J ' gai,l- wIteel.. (45.3. 3 3')tf .811')8 •4 '1t ))., � 2det ?• i4.-diato, ratio (f . , .t 1 • L 4:ei fir.. :J' ;''1 ,$ . t t:aIi 1111 'ot ''. voo i is +.ion t. -30a � . .1U. , to,i n;�ora.i 16 . i.i rte- •3��� ¢.(`o, 1< � � ( � ) , �k'�� : - � • ',it• el . .Q),:� 4 i ` rt � { za1•:3J I l C 4 3 ') fl - sin tka , i at+if; o . 4' t iit act Qt"1' c.'. • uj: "i A'' "•t.'• �r� odri: :414 . i'.• :1 1 ){ c,. , ,4; '014:174$0 1.y 1r P t y X, of tr3t'i. •- , , tt ; `t i,J.'i 4orics' i3'' p )4 � ' x r : i . + �e�•��' 4 - ,iCAt0t y, .go4* t'rgI•.1yi' ,}'1 'x�1;��t` #� � Q� ! ?ti3' - e: Qtt +3 � r 3 541 , C f i f4 t� ¢ l {4 moo Ol ; '� , c I ,, t °. -3, !4!•0 ')f C.CA/ l'' '1!l 3 :; { x' ' tQl bstt ` l.y; 1uiba tEi 34 t; ') i:v} t$',' O0 ?i!t yi14).3 ";1:i. in Of - 4' ricret9. , " .. . tt� 3 1 i 1, � a vl,,s. , °. " +a't " ! ; _ • cai, : .. zt JvY� ',`• s , :.. i , £`rn i St d$1 b .oct in a 1,roti,t n'�t c►� ,� �3f a:f< ���,���•.e�r �� tJy,�;� • 1114 etir� �,8 • ' s '� ., _ ad aiic ., 1 r a isna.ri <m t !) t I 3. 3,99:0,.k- .tlt f; a fOP tki �* : t4 c tk ' tt s 310'1x1. be .1 n'i..e ,vra• 1 4j1t') : i71'�, � :d'; i� t 3�i3';VU f;;�,� � 't 33 �fi'C1 �� �'3i1�� 1., saX1(t, �. :fc . 1 W.tt4Ctilred .by' •t'?4;� satOi '0'.4 f('a' 3. CEr �uv Ji' . •'1'VY:d." el- tiat. • 2k t�4,4fQ t 3i'1CCQ t3J;•)I't t1c3 < !14? " s'_�l #:'1 ki+.an:l ':fist, Of 1•ortL•iit :.. : 0.1 %;tOt)1' t.,1113Y t :4;(}2:1�3li�'_..�'iQ 43,,;E1tlI" �t,�''�i,�.e'Qr'.E3J� ;`.' ♦` �>��j�'� ,�S�L� . `t:t�� 4 , { 1' � f1> 4 � a .N •t �, 3 .. v :: ` ? t .'1 1). o' - ' C�. 1" t .lj tJj : �j.Fl • .ol .�1`c�-'�t 1,vic?31. a 1 1 11)1_1.1 r_,a a i t i tf ti t; b 't/ ' ?3Y• � �`i tV'� :4�t c�t1- t i� .o ri. f�fln�; , i Y ti fit. t Y , .� "t3�r ..t ? 41'- :3 x'Q 41� lt �.r .1 , .F R ' 't , } :13.1 ' ' k !{Q ' vl ;tenor in aCCor ace 4li.til , 11x1 f t n-i and •3L� • 4; .7P1',0:1)-11,1W1.1 + citV i ilca tdth t ? Utat,J.on»l, 31;4;Qtri3 Code (N•�C : 'rr :d of::� • ,; c t l s : kAI !t..3tetiiaali. .i d ui i tib 3 011 :') ni:+r :1.iit ,gh�t�l'tt�tg, • .galas.° �t 1 of„1� �> oft .... ' i' � i „3i ),1 Undo riir,it ere'' . 1.aUll. .,,. ,i4. G{J i 411,3..4'; Col•i.o'iiat� 1;4 t :1<tlex'a1 tay-= -out, 14, . J Gli oil the '4 . ' 1.41,1 .1 3 , • ilk •'s* iuit. 4 tie u' 1 e �.li4r` V is 4 bit ;r4b 1tit alb as r 190 to ti`.'3 Fr • � i)41,4rte.'631' till! '••)ii %tu,re i:11 •: )A1l1'- t ) 3YOict 1..t?•l; +et;+}3 ;,:00.13 c?tnd Ctlr;tet3: iorli. a "Co'.)iNitti3t sx • ' . % t (a) 2Qt tt. .i Ali c© b4luit3'tol' -1 t.:i1 0) .411 t' ctr'id 'j ', � irit1) tf Z't:4tig(l 4~Qt l 1<vtiori:3 any) fit b e M -fo.t's'1r'.1; a ';atc)er roof. ay:3t'; -o, T.iitil , :1f. , -• cil> 4 o tLv /9 StsO f (), . 311 � ti; P0011 or1'.i'loto18 • �s 4 . s . L ' f .,.. J r * yt j � •r -y y .... Y t. h .�� .R'Jr -•;1'N�l t�l7r.Qtif. Vl /'.ti'' #fn�tlrC��• 1. ' F01,4)•)r :± Ji i + 1. •t ' 3ut :ton, atiii �i :; t .''• -•.. 1. '''; a:; 'i d :. rw. on. tho...l e drauir,4 i and •3pocif 1cations, with the - oiu•cu of tjate ' art • o 1 -aato .•38 .tnf1iCr te(1. • J'itIN i 1.1. ¢ipiiu ara1L to Of 3i2d3 /za, in. tlt? dra..i,r'.•_a' . :i�l) la f011o; riri4 tilt? g =.tlot•al 1a .-oub t1�� 3Y at . �.. , • . Y , �� lam: i pf 4.3.1 p #ies'a1T,311,- be ollt.ab .t'jhc'c1 trl � ti:9 to f'tFtJ.' fo s a coil -cu t 'it1 i co r.diil- it,:4i tyatri�. >J ► ►:a + .14;tt •el fa l ten alp! i ; ► ti ' P X a,1. .� . y cxi l i .11t p!•gf'tc:<i 1411. yi�xc.,• �a l- r.oY..tYL any- iii )�” r.; Y ±31. � �ttt in x�)latiOn to the pol Id.th f :roviaiOno , *'oz' thaYrka1 ox ar 3,ion 'oral .c+:rlt ct ot4 t) }1 4 1 i , 3 F � , �.j piping ""L� � and nd i .V i . lila/A 1 1 ••. ar.i �ttct14i 2.A.1103, cc nCrata ;hiu to roye 't Q x�i.c.;3tio .�tl ,ytptnig -1.rstite the Fi.l,t.o :�.� i : -i r3 +3 titan a F13 }�' � .�, 1 1 .11.1 i }o tn{ for t :i c ; , { • f w._rY.�.j r +►� piping .fC119 1,11,11 jl r1Y('2.�7f►S a14 v�rJtf)1 1'1"�1;,3'�iV ;1,i a�i 1ac,;(i t.ndo1 Vr tC ' t9 ,.3 p} 1 • x d , L•cx �t:aJ 09 .itt il�taxt 1,;oA)1tF c it +�i3 c)#:11 (V; ut ot.t ui. tir ')it):•a;• lead, '+ >r ccn ont Rios+ Joint:). .1111ro.jta pig. lln: s �+ '1,'tC•Y3 . :oyon.i !•h'3 :01:C1't)1•'14 . '3hai 1 7:r3 1 9ra12 ;ott11'g" r or; }t:e al l.10 yit.tk , tSk; =3 a 1a, ?:9tj vt# pip: .1114,14 �3 �,t'tiati ^t (1) V ?1Y3;3 (,1:;113) .s11 L1'1. t :,4 C9t ed ty, o, 3 br3.:.i3':O1136 r.i.tion 01 0) i'ct)Jn.' ( c '3n Volvo figo . Alt vni.vea and f j.ttifiE s • 3);a1.i i:4) of t t,e 014') SZ, to ►'J�.t'.�it. i' .vt' 71:0 t` (a) 9/.4,34 V,v?Y;;3i Z10:.1, 3, ;, 7 & 8. IV, o iAt;t.4ur,, qt?t) ictil, (3) - .C10- V 1.'ye (b) c;p13,i `ralv's f3J�a (e) tAlt1'il 41 04'104 41,4'41 '.`rliK 9Y 4r y ,. . t �. l t i'1 1'1.03'11► s; 11.1. 3 'L"4Yltiad ti 4 n � . f • ` � .6.1._.):1111.1 � �.. �rl�'1.0 f�� � Jri.9`itx2 9 t, y ;�:lkt °fu r.: ; :4 'A)t vol. filter ()owlAtO -14th ill va.1voe airi fact) t typo/ 6 Ivo r;'111'Ii' r .; tto .' ` i tP ''.t Qr •• % ` , i f 1 '�) , 3 . r 1" D . t,s,ir! f fc�,tci anti ,rav+)13 :' + lt1t �' j 'fit 3 • :3 1 +t)3 r'nU.r� iu' .11 1 bE C ,- : ,' t ,. 'Y fl :� 1 ... - x . � 1.,. 1.4,. � �].cxi� c�inti a� -al,' �Ypo r)is•+�1��1r ,` :. '.;Os,i : 3ciu:3 . }v rine4t t oi' i>ni i c�101), . J' ; .602 , da1`ti ';1r d•p.tTe ;.'1)01 i~•J3•is'', f1 � �, .t foal:: 3 a .i..itr C"i.,g ,��1 t<�,�►t�rYt, -:�otTnteci,� t, � r�oi "a� s:^u:�I><pso, t ncir' t. t c ;ct' ! noii ; t �irt cur fcrst o r:xtt 1V�. '1't . ' op�c x a ;.`00 t - e tc . j . + 4'4?1 •3'c 'f • 4it :3hti 3 t.11; io '° 1 t • . . . f � � .. 3 fog • t1 e Arai tl�.'?f c rr`ia {� ir�`1 . e0,:`�3 •3 .:ti ti'3 .1.111) th'31 r.1 ,0.9010 #tj ; ?i'OtF34 �' a crod. -- 1.111» (a) Ji:sr elI,ii h Xnt tic•; to,�' ' and 11.0t n ;.uiG4rtV1' Ji�tl.t, IA 3t9iitlaol. :1,Ylo ;tt11 •a t'; , 31 L o'if It o inlet and (ratio :$ bolt `Atov. -t ;ht c fSYer+. . vif +tl 1! ti1 }riHi rill 3 0.:10 Dr91 i'AthJ�i,' .1111111. 31:3•1 F)yY,titiji', 1. t ''')t3?:r 1 I n c . ' , (8) i)f1,t7?d Akct 014,4' Gi -m, elt.tJ3 ) II y: `rt. f,•; tic 3t( Ii,',>` C3.`" : ()UV elLi'ut :t,'1 tiVIIQC rOP .1111) rm y ....( f.11.;t .i iir N? /,tt .1U)t '' :141,1 s',At I_:; KING ALL VaLV4 P.I iNeA? L) + (2) Valves - (Ci:ee «sJ:.tl` 9crowo4 /ypc ` 341;, ;t1 t bra.acr 06*. (3) t. u,i3 31011. bo . ' o1'3 for . tJlo 33j c ty'p3 of 0.0 or t' birg 1a';' , '�lft+ :'t`t1�� i >i3 33 roc'x1:,•3Liti ' ')y : th ) t f(14t'tur.31' .`: �6 ) . 1iiiton !AVM ?+J l)::1c- '.+it9i`43v4?i' rt;t 3tt,i ' -t � C o 1 y.'t4 ,,a.s., it '.aay e!3Ji+sa1 ,•a1.1 di, s:l331}t;'i1irn!; +)i V:.irioo ' .;e0i .ona ot- '3�i':Jl 14120, 3tit(n'• A (5) 1 N, -4i':c }aria (plt�sftie) c■3uf sn:+.l1 'oar 1.t3044 ir,ivr.)vo ' copper On.1 .. ir.)11 } {1'11` join '.3.iCl' i3ther (() F c1, _ its .ia ., 1 •ill.`tJzasc�, cto .3tructioi, 14h *cpoe l urit1 0 1'�+Liebeii cI?r ►:�j.tt. i pLttoct &3 ft.u•r3.t4she+1 b : Luri noll. too) is Ir d Y � r 4 / � . J Jil � � �1s�J�� 41 . ?ha 1403 t,d11f.o1; .1quiprIont . 311411 b 1 • ;rk � In.:., and ahall..bei t1a f of l Quo; MAI to DR7A1 MOT :: rOv , ; LOCAT14 }j OP VALVE () €.F t TU 1 I'LA 1WLET VAtAi o' ' b 4tQ W �Y�r: TOP- >I ,u 5 . GAApl. . s 8 Ph►ri, AT �, l.Y' S o P 'Putir► u T:Tb j3, t. To's t. A1`t P�tU , t f. 4 `1 . 5 PA `� , G No.3 1iPA+ + 140 PD9:1E,, : • a wl .r -.w: r ads: • �y3', aaT f //1/ 7c ?2 /r /Cfl;1 , � T �;7 ..:;' // c 3 !% M .> '�. X,07..7 '49/ :.l r7 1 P /• O �. f' �. • y __ Mail 11211111"11111 TYPE •5 -6 4 54 4 50• • •5• • 45/1 • 65 6 65• 8 65.8 6 65.1 6 696. 4 75 7 7 5• 7 750 1 15• 7 751 7 7 90E 7 2N 14 IGNT BEAM AND COLUMN SCHEDULE (FEET AND NCNES 512E b: o . - 9: 0' FT') -�•0 0' O•- 8t 0' 8'- e'. o ' - O' s -o =134-4' h • -062 062 .] i' i8, •' 1l' 1' 1i 9' .2' 4' _ 6' . 062 062 25 062 062 161 1.25 2 .062 052 X87 23 Z. • 7 20'. •• 15 ' - 3 1s .1 - 9 .1• 2 1. 2 062 062 19'66' 3. t 2 5 2 062 .0 62 .■ 6 1 21.5 9 . 1 1 . 6 - 9 ' . 9' 1 - 0' 16 - 4 19 062 ..40 29.3' 26' 2' 24' 1 23'. 4' 22' - 2i 6 20' -.6' 1 25 062 4140 .187 29 -11' 21. 9' 26'. 2' 2 25'.9' 22 O' 22 ' 1.25 .062 .14o .121 32'.1' JC 1' 207' 6" 27.1 25 -0' 24'. ," 24' 0' 5 14 062 140 32 -f 3C. i 26•5 21. D' 25'.it"; 24' .10 2 o 5.64 1 25 .062 1•0 Al l 31'. f' 30'- 9' 29'• ]" 2 26'. 1• 45'• 1' 24 5' . 062 .15C 3 4 . 7 3 1 .9 2 9 ' . 1 0 " 2 . 5 2 7 . 2 6 26'. 5' 25. 9 1 25 0E2 750 181 )6' -1' 370' 32'- 0' 30 - 4 29'. 0' 29. 0' 27 1' 1 25 062 150 187 36-1C 366.0 ll-n 31.0 30.9 25.9 25. 6.44 6.•• 1 25 5 69 f 00 61 51 -o P•.•a 35 ..• 909 2,3 goo• for CABLE SCHEDULE 39474 up '0 666.0' O'- 32 -0' 32' -0'- 0 1. 13'51' P A N PIC4L E 0941104 050 (t0 050 (50 030 C50 030 633E 062 , 50 062 150 .062 .■SC •30 TNICKN E55 MA %:MUM CLEAR SP414 1. '4 1. 4' - 0 . s' -o' 6 ._ 0 ' 7 . -0 ' 9 -0 'v .040 . 040 1 ' 040 0.0 a 0 a' -o' 9 -d •' • o' 7' -0 70.CABLES -161 3 . 454,8 00 5(.0,03 , 05 45088 39 - 2' 36'.5 34'- 9' 32'. 6" 31 . 2' 30'. 1' 26'- it 40.0' 37 )•' -I1' )3' -2 31.9 30' -5' 29'- 5' 6 a -7 •Y.0 39'- N> 34.4 35.5' Poo. 1 43. , 10 'Ns* 1a. be Me as mr,mest FASTEN NG SCHEDULE FASTENER 5 44 20 2 . • c 0214 2.10 Sw3 2 c 2110 SM p6• 81 COW* 00 5'.24'.4 se. ..6 24' c 2 .11.t 1. 1 20.0.41 -SM1 COMPONENT MEMBERS WIND BRACING CE1A110 6 SC/ADM-2 A10 .24/ ,ass R 29"4, C 903251 a Jordan DETAIL Q • !Vet All loc•hoe a ..irCant . 1 .7.03 t 0,2 t 21 ..jawml. 344 Imam �.1. SMS tear 1 - 2 .10.219 "••.c,a.s �' I s 4049 ro.:3e DETAIL ® ne Ills a n• - .9)W eta E01 fDSOe 12. /2 /.5141' _� ' Gun 4 24'5,4503f c 3 Loge 1'1. 2.2 rot. 2 N'. 2 4' 2 Fast.• .+ •9029 1, 94 E•7an.M1 2neo31100 4•1.,94154. 044]) ALT. 0E7411.0 9.0. ...vet .rM . eaves 102104 4 0O•2 N 6 2 a '• 9,34. 130 n E. « L Fp y� / non !1434 6+.1.7 4,9,10 NN CABLE DETAIL 2 2' Ans. 2•10,20 10.5 )4 "penal• eon . 3410, ' -32') Us, NO4 4;2,0 58 S 0..32 404 3 505 7 12 L 2 0,0 Yee lops 9'•32') Va. }- r al C.paaan o 1 '� - 2 L 3 0,4 , 1 ALT. DETAILQI 197'4 ,h'• L.On•1 1751.06 and cap 9014 U CUP DETAIL I 756A 2.2 � Ala ■ 21■0.7 SMS. Catwne ioc i�E L2 C3« R41� ( l.2 / DETAIL 0 t,2 :T. 62 505. "l l 6eon� ALT. DETAIL OI WITH GUTTER / 2.2 9404. • r. 114 on, . /15' NIai3 50 702 Cml• 2I, 341 s +G1.Nlet G.srmak�•e.o..�i9pDLf 1•,07.4 COMPRESSION MEM. FASTENINGS ALT. DETAIL 2.2 -. P77: men. Tro.4II 0 •10.2 K "NN SS.•s 20 y59'00 At. *Deli '15 25L f wo' t JJ PERIMETER R .TE6' PERIMETER MEIL 2 . 274 2' MISCELLANEOUS MEMBERS GENERAL NOTES. I. Oe1!3 v9. 1004. 40114 ,7 end owl 1359, too 25 an6 30. 7 pal. 44 Fo<lo?: L5 2. 5cleen001h openings to be 60% or 914415?. S. 0*, looms 018 c olum n s sndi 51p 5 not 0�5 *46 101 514,2• 5 per *1000,13, P <. C0nslrw<t,on 054405. 4. 2492171 00,4 °1 ro,3 Dur ,011 . o m49 25 1 010 9,41.)6 op per,mel 10 m1nw1 109■01104. 5. All exposed fosleners shwa 94 non mo9s•NL .3091,01 51•91 d olwM. 2.1491 cable hard..., 1451!,! loch mop be hat 3 •51! 4 sl eel. Nos exposed fasteners any 94 magnetic sIonlb4 OM. 6. 4. oncho,n 4..1221 03341 be '0 N n corr00wt 24,541021449 a mode d 41, P.VC 5110510 n mal,rrol of oppro.ed 00,40, 7. Bon and screw Igl•nngs I6I9 on 99 .091100 01 •5345100 11 /fO few. or 5104 math tare 4 he04 d,omeler 0! %f > vs4 81888, of 56 min. 414214!,. 8. AS 0016 shall 9..451.11.0 to beams a struts 4419 fasteners 413. Ihon 144 5114, sc.e.1• 9. 6063 012m,n0mono, Leoml w,II bee e.4 ,3.nn6cofon i. Cal. mars Romped one hod from each end d bean. Follow, 449 ar5 appro. ed marks. BON 606346, N 63 0163 -06. 10. N 0 il,0n 0 1 Seam !41,9 oum1,oI1 4,511!4 0,4 ""'d ""'d d o6 9104 4 'c - <,0 *. n II. Slabs and 1901.791 by others 07451 olher.,H (+ded. 12. Cakha on doors 05 doors of 5.1mm,ng pod •ncbsw., 4308 t. 3 -6 abaeareshol4 and shall be sell- lokhngo,d s4-loc196 13 Sporn 147 dufA. 60, ten en Cle3 rg approve by OodeC0.9h 61 Zoning 0e DI. 001.4 April 5,1965. M. Afuenlnum ,trap■ ore 606346 2,16 7 S• 30,000 ps, alroche0 Is team 1916 ♦l0 51636)24'46 05. 1 6.030 pL. 15. Wood .nse,S har• o 1,2.? Ores. 08 4200 ps1. 16. 51(4 strop has 4 eater R.ess d 16000 pt. 4.2 I7. Ratbn elecI,cd lope at 0,03011 4,5 to G used « Reef oar Cn« 04* 1. 0011001 41 4421211014. 13. M.n,mun ltngh 9)r 41851 a ,n set%te be 50% of bona span % r 474 9)09.4 ,n o.m.e a wan . Y.riri'm¢ 15. Componenn on Iles sheet m. caned b, U3.Pat n..3,222,841. ./ 20. P.,mr mbe ,eye d,la.s 451. ,7 72- I05.NS eaU 90 eter 11.1. 1 ' P9rw , . I et mom. 6' o 05 70 504 105114 /051,11595. 4 11 24 1 0.2;} Iq - Sech.nt 7,24, 2S -C 07423 -8 are all. 6063-05, 15.• 23 514, E.poldO•JadG.100 AO o4 ors 0,e 0307 6063•T6, 15.4 30 list. TYPICAL CORNER DETAIL AC CE O.1 -3324 8 0.0E 0006 4795 3 0EC. 5 1 . 6 193 7 INOVSTRIES, I4C. 5150 E•M Ili le. 235.4.4 7141.42 None: 6840324 5011EE6 EMCLOSOME 511•60869 DETAILS 665[.( D ARM v1 . RE. 110.11091 DAT 1412186/ 4-6402 _ MEN 7 P • 1 270 270E 23.212.• 25.29.2 3S -6 35 8 •3 -6 •3 -• •5 • 4566 450 4506 63 659 1.342 6 600• 7 S• 719 754 7$■ MASS 2 5 1.23 3 64 6.44 6.•4 223 050 050 .090 070 C62 662 062 662 062 062 167 .062 062 .87 662 062 G6 .062 . A ' 062 -.40 C62 .140 .187 062 .140 .187 062 .1 062 140 .87 062 .,5 OC2 .ISO ,67 062 .50 1 8 7 C62 .250 39 2 062 . .187 0 -0 .062 .190 3 91' -2 • SA - . 452 T71C6N ESS 4821 MUM CLEAR SPAN 5 - 0' 6 - 0' 17' - 0' 8 3• 6 ' e' .0 6 • - 3 4 COMPONENT MEMBERS 75 - 7514 750 - 15WA BEAM AND COLUMN SCHEDULE (FEET AND INCHES) CABLE SCHEDULE NL16HT SPAN 8:0 0920 16 -0 0 O -- t- 00 16'- 0' - 32` 0 0: 0'- 8: 0" 32'4- 48 s. 0'- 10'-0' U 13' -O 8' -0' -I O'• 0 ■3.0 26 8'- 0' -10 -0' 26- 0'- 39' -0 . ..1 N. 2,3 5.o or .n• Arm., a 1.mtre • 610.... ,7■ e. ■,.m.41 0.a C L j„ 'YPICAL ElEV6t:O4 O. CABLES e' 1 DE5CRI1 2..< 0 CP0.1 rata to cei .pe•m <oM re low* 2 M.91 ,0 FASTENING SCHEDULE 0v9. 0•v10. 0' 7" Y 9" t '. a - 10 9.9 l' 11: 7 9" 17• 2' • .5 • e 23' -9' 2t -D" 0 25 - ■' 24'. 1 2 ' 2 8' 0' G'24 •10' 0 28 • 0' 2 7 ' . 1 - 3 0 - 9 29 - 9' 2 2' • 9 2 30'• 1' 28: - ]•`.l 34. • 39. 5 FASTENER 20: .O .3Y 5x.5 • 10 .5 Ssr3 2010.2' so 0. .N'.2 *4 ans. 4 24 c 2 6 4 10.6•5ot 0117.0 BRACING DE1A11S B SCHEDULE r asa cc 4/ rrarants - T -- i' ID b 4 . ∎ ..s ' 13440 1.2' Ip.24 :5244S2*'c .6) .24 • 24"ae 4..1711 44 Joao. DETAIL 01 • "32'1 Us. 2. 20 *,'2, 5 ..'z / 19( 0,. 32 us.3SYS 12 22432'26U, e4 20 10. • Volt E09 ob 4 4, 10.a32'IU*• 4/.245.244/ 3 Logs DETAIL() All ans. o<onen ALT. DETAIL ®) 2.21 • DG� CABLE DETAIL -� 1242/10.1' SYS WDm SY S , t tea. 2 1 . .42 11),IY s2s' 51041e- 8. taUnliAegn.' '. N..a7•e1.11e.ro z00 1 N,; 4.084 .r•. �J44ne. I1o]! 24 Terw Studs owl 447 n.25 CLIP DETAIL 2 :2' •ns. -2.2 , 2.2 .2 2.2 ® ETA L 02 879_ �2/IOa� + - 221 525, .103! *2 a s or/ 2 3•'90.✓ ta dn1.2N'wOT sr nA 2..e.::,";"" 5 .4,1,.1 ax. r ‘ 67om 1.2 ALT. DETAIL 01 116'. ,Y change a 548.ck 1 eDm-- ALT. DETAIL Q WITH GUTTER / 2.2 00110. 2..2%4.* Ant 4/4'10233. 233. S0'04 NOS •. Cabl. assembly ••o, OI 5u60u42t. +Y6mo=hD00nan- d. >, 0,x.0,.4 COMPRESSION MEM. FASTENIN P.t mere mom. 644 2 C09.'* Pale DETAIL 0 Bee. ta;'e on. ('2105126 . ALT. DETAIL 1.2 T...O Draw.: .10.2 K"2205.3e lice 26 24'0 D. gloms 4.44 xny 1 I._ -2• a L T- PCRIMETER MEM .B PERIMETER MEW.* MISCELLANEOUS MEMBERS 1 = - 050' 2SL GENERAL 60515• I. 0es n 10...001 In and 0. 13p4I, rods *2 4 0.. d d 7 psl. 5ale�y Fac I.3 2. S,,,.oclol6 open2n9s to be 6012 0 9.8*Ite. S. Ayn,na. 1,07 0..49003 0412$8 0 inn. 1.05S'Ih.c. .. 1017,2701 s 0 pt7 *2903.21. 5 : Dnslfucl,on Al 901. 4. Alum,nunt.0102,o.4. Durlins r 01 10%10 of 8[440.1 .0611001 204 lop p *1x10 m 17O ,,er mem. shall a m.01.0,.E ..16 704 mn.11 144lOnce• 5. All exposed 1071004,6 shot 5t nommacoollc Wattles. Sleet a 21,400. 7.0,91 [0010 004.47 fasteners .,c6 mat W rot 6*d gal...reel. NW 0.p05e4 foslenels may 00 11 ,l2llc stamps veet. 6. A• m i ■ *00004 0701000 51, 2$i 0008 ol n c rro 4 con Sbol 1.0 a 0244 4949(:0 Pv 910,20 d 02:441 41 0 99(0.14 dorob,Idy. 7. 804 an4 5010• 10:1,009: Wu on 909• sedan of tlhUs,o• ma f0acd or slab must tae o head d,amele, of S'4' 4 *58 a .044 of 14'min. d 8. M Sh08 50 beoms or stroll 017lasteaus other . 2.2 Co. 9. 6063 - 16 Wu/velum allot beano 0,11 be4 7o14.dennhcatmn mock vamped one tool Iron. earl end of Leon, FCIIo.,n9 art ap0•,ed marks. BON 6063 Y 6306, 0263-16. 10. Y adaan 0m 4.001077, c1.p 2441 es 0.e tenoned IO2 vd0 co s be (d 18- at 05 00 1 O 11• Slabs and lool,rys by Olhorl 0nlns other...* nol.0. 12. Loki.. 0. door% of doors of s.,mmin3 pool en0as*e8 5040 b• P71:3"°' men.. s' -S obore threshold ono stall to sell- IOkhingond ad 13. Spool oe m acc0rdon•• .216'378.90 0111.1,8 **d lest moored. 172 for dump sc. ce. en c *lures as 799 by Dode Co.nN Bl dt B Zoning Dept. do ed Ap,d 5,1965. M. Aluminum strops art 6063'T6 .,thy 75.30 pop 97, (Mech. to beam 0216 010 SMSA24'* -. Y S. 1 00 90. 15. wood .nserts has. a ).Es, Mess d 14200 p0. 16. 52e5 52109 la a 2, ber 52,961 of 189(00 p64 2 7. RAW, el,clr,c4 ape or ospnol1 014 ate *std all Lett n.54,16 ro RW 17 .2012.1 .118 aluminum. 13. 4,7.102. 10096 of strops and .00012$ a be 5012 of been. spur 070 0,2.1 se Pew e7 GE span. Y.Y. A'mt 19. COm0Gnenl7 .4 IMS sheet art 04.,4,4 A US.Ps0 no.3.222.841. 402 0 7 505 20. Per,.r.e1n 4mte,'A' ?P2• dd,NOn0Sas2.o.d . 2105MS IQ rod 900,1. m Ptr*nf21 man. 9' o 009.478 r. od4l.Ond � , 2,10.2;1')4 21. 5,.11001 2, 24, 29 - and 25-8 4* olio, 606345. 00. 25 510. Eya.d.44J441D7 q0 0110004s *r. *Boy 6063 -T6, YS•30012. TYPICAL CORNER DETAI L ACCEPTANCE NO. 87 -452.4 8 -7 DADE 000877 APP80YAL tura 0100511111:3.124. 5050 E•1 Ile 8.4. Ibl..O, FI.• Awe: 698 567EEN ENCLOSURE STANDARD 067•115 11 ..2 09200E D 008 Y• PC. (10.11091 08111 12338 •'6402 /o. 115- ! /4m/ - .aria. = a. . ,4 3i_/ r/. . . ? -.,' r 1 ;;i.:� -, �.x'..a r .�'._J;..: x+a....:a+ ... ..N..as... "c,`y""�.z...:e+.:�•t _'sYN+. u.r....,. «r.,z.....�� 794'76 1 5 69 I DC 4Sw . 46.054 65 - 654 654 -659 COMPONENT MEMBERS 754 -7565 7 AA 1,6'55 45 450• • 456 455♦ BEAM AND COLUMN SCHEDULE (06ET AND NCNE5 TN IC n NESS MA 014U4 CLEAR SPA D 1 4'-0' 3'•0' 6'0'I -0' 6.0' "9•0' 0' • 6A + 1 .0. 01 060 r Y .._ -_ ^.�- ' 2 21 -2544, C40 050 ° 25,25141 050 000 25,256 -6 050 030 36 -C 50 030 33 -3 x030 0' -C 4S -C 062 062 45 -° C62 C62 19 2' C 6 9 511 2! C62 D62 161 21 -0' 19' 056 7 '- 9' 0 52 5 .062 062 67 25• 1 Si 1' 4' 19 . 3 1. .C62 062 5. 1 25 062 .062 65 6 2 C62 .60 241- 2' 26 -- {{ 24. 1' 23' 654 6 1 25 062 i4C 87 29 -ii 2 3'I 26'.2' 2 6514 1 1.25 062 '40 57 32.1' 00." 25 • 6' 21.1 652 6 564 0E2 C )2'6• 306'. 6 5' 2!'0 65'4 6 5.64 1 25 062 '40 X411 )J' 6' 30' 9' 2t 9' ] 21'.9 1f 062 16 34'.1' 3l'. 91"29 . C' 25. 9 1 56 1 l 25 072 '50 61 36'.7' )4' -0' 32'.0 36. 062 .50 1 91 38' -C' 36.01 53'.7 35.0 ISO 1 1.44 062 , 56 )9 . 3 36'.5' 14'. )' 52 7322 1 6.44 1 25 562 i013',.T.7/ 356. 3t' -11' 21 .592 150 !C 1 3' 5 59. 9•0610.0 P•gis .4 No. 2,3 on or hA CABLE SCHEDULE N EIGNT SP*N 'Q. CA ES 0 8. 0 Up le 16 -0' 1 6.0'- 32' -0' 2 0' -0'- 8 0' 32'- 0'- 48'.0' 3 8'• 0 • -10 0• Up l9 8'- 0' -l0' 0• 13'-0'- 26' -0' 2 8' -0' -'0 0' 26"0' - 39'0' 3 Fa c P L A N YPICAL E Ev4T10N 9 ' 3 e 1 i Z C C'- 8 e. *em04r 4141 can se ere as aer,ms Ar men D ESCRIPTIO FASTENING SCHEDULE 0657E14ER eta. 74510,Se 55x.5, 2 cur 140 a - -- 210,3' 5.4 Y 2 .1 0910V SNS col Oo A s< +00 24 e e 2 war o 1 2010.V.'556 5' . 5 ' ' 5 . 2' ` 3 • IC 21'. 6' 20 . 6' 9 16 9 16717 yf1ND BRACING ".,E7 4115 8 SCHEDULE a_I 143 Deow 1 . 1, " ?;.: ' ®�9 q_` j 4R • lOh y - S S AD d 4 2.'0.2'6 a -1.2' 2,0, 2 ^ - SM;m24'oo •1q.24'Ia94 A 24 - ae E under or ,oleo' DETAIL V oe/ 4 ° ;° DETAIL is 2:21+'41 sock 1.0e Ne' 55 CqlA- 1.12') 44 2.2 - •Y 'and w .4•,2210 0 32 use 3SKS 2 0 Y') 4045 2^ 17 . 072.4 s I i nm•00 I' 404. 32'1 Use 3 Lqs T T 2.2 cal 2 W, 28' Laos- t.2 las cl A.i 2 ra 25.1492 . E ar -- • 1 25.440 2100 U CLIP DETAIL ∎foe1.64415es 0455) ALT, DETAIL 2.2 2.103..6 64.0 ,4 49 1 • s s 4.. 1200. Ni • 6 4•,e 2 4 ////// N4 0 4x9644,4 n • 143! BMVIA Mc6e, 2'. 2 - 804 � � 2,2 2210. 1'595 1, 2 / Pass' Beam ALT, DETAIL@ 01 1 DETAIL w 2�,e6A 1 1a 51444 a. cap non '2 Bean 2•10x21'.240.4.4 ./ S4 oen41A. eo. dlox 2 T' 4 440 ne z Been a 4 • 41 ie TyT e ./I 4 Ca .m • Li EM.r Cdama DETAIL ® ,2 - /10,76 SN 5. 6eamj� ALT DETAIL IO WITH GUTTER 2,2 nano. 2'•2'. one. . /k'Kn55 5c 001E C.:4 u=s 017 , nos 66 e4nana pled 142564 , rane'ti' i l '. x.3 ' COMPRESSION MEM. FASTENINGS fit e ALT. DETAIL 0.2" Tr1.4n a.owd 210.2* 'NN55m 24'01y74'0D *ern o.airod 1.2 2,2 Chou 02 2 040 � 2 At -L A e 2' .1 1 PERIMETER 67EM.'B PERI MEMA' 2' MISCELLANEOUS MEMBERS GENERAL 407 65; I. Des v n d'. II �n and out 1394, ,o01s up and down T ps1. Solely 2. Screencloin open,e. t 0 6* 6054 . o.eole• 3. 00,5. t 6 d duo's 56.,Lt min. of 0 31651' 66 10 7,na4 e p AI 5 ease41 Lssu< Con Menuel 4. * 2 1 P 0otbm rr1,60 lY y � app eler nem 66do1544 mmux 4 . 0a 1040'(1.084010 no rnous .174, a nit. 5. AA exposed fasteners shall be non- ma9n.0c stemless sleet or •4:491 cable h4rdva9 144.7 s 4,06 mar be No go steel. Nan 2,90426 '4000,rs 55 movne1lc stank. s!6t1. 6. AL m r a.9 ,7 024,185 4 be .rod ogn1nr,R5l of e < con sir 40940 a mode 0. , .940 0 e 00 9r 109 , 1 a m oppo 00,05,1177, 7. 806 and 4112• (astern/Ns 1650 on open sedan of 2•100.,05 ,n(2 slab must No.<a need 01se Y,2 of ar 044 e .0 of� ; 8 ' a a ,- atomere,, 8. AA 10165n. tefastened 10 beams or Wu, fasteners other than ,nte,or 9. 6063 alam n m alloy Learns 4,11 be e.8r4.den960 Wan morn vamped loos tram eas6 end of Lean. Following are approved marls. BON 6 M 63'16, A163.76. 10. In 400,1 10 beam 0,0.79 1 mns,cl angles ore required. 5144 col42074.l -0 cc .71 O IL Slabs and fox, Nos by others 0,14%4 olhen,ne need. :2. (.0,04,45 on doors of doors M 54,mm, n9 0321 enclosures shall be P 5.6' at.. 05246010 and 47071 be sell lalclmg000 set- 1ockm9179*. ■3. t4, 5pons o 'des en l4so res' of appp' c e De , ENddx r 441'144402214 en es3,es' , o.ed e�400 1esl . ae .mry 81296 Zon.n9 Cep. 004 ed 2 N. 4lurmmam strops a., 6063.76 6.09 Y3 psl 4110che4 l4 beta Koh 210 5,M5624 "0 -c Y5.16,000ps1, 15. Wood inserts host 41 shes5 of 1200 pee. '6. Steel strop nos o fiber stress of 18,000 ps,. 17. Rutter electrX41 bur or 4590011 dip 10 1. used on sleet m4er14 C.a. R. ,n confect 4140 41 6 alam.nn. 16. *50^1714140 length 25 straps and Inserts le 59 50% of bean pen and placed m center 24 49414. z52'.i'mp 9. Components on l 0i6 she. ors covered by US.Po 0 no. 3,222,844. . Perimeter mbe o2d. 212105.05 22 0005 pone) m re0,me l e• n.tln. 6',eo4 no 20050031 4 6107204. 2x43.2 k'lg i6 21• $echo'* 1.2N, 25 -C and 25.8 ore alloy 6063 -73, Y5.23 644. E.Dand2 w )4104' q0 All otters art alloy 6063 -76, 15,30 Its, TYPICAL CORNER DETAIL ACCEPTANCE NO. 8T -352.4 B -1 DA06 COUNT', SPPROV55. DEC. 16 1915 A D ,1l 509114 ENCLOSURE 61444D•RD 06191LS \ \tf__ � 25t. CNC. J. VAZOUEt - DRANN er 1N00571NEf, INC. 5050 Eel 40• 4.e. Nobdr, E1. +5 6641-05241 PC. 60.11094 DATE, 12,668 A- 6602 /. -"," /3 1 . x .1 `' - .•, "�l'; ` x' ;;; - : 4) i ,l l er l �J ` ? ;1 • p r r /0 0 4 & ( n n. ■ Y l� � k gr L : f 5 / / 4 it .V- Z1 ei < -, i � 1As fLEIV /o i`% ,, f / `- . ;:; f , F . E X fG L /t f DI; ; y j s U T' '14." sc/iLg : - 1 F PLAT CEME /vr - / 4 1 1 2 4 / r / A / /S . t ' l . / A / 1" , / `-= P L ,3�/1 a C� <rc ALZ /"ti'. ,a 1 ° PC ALL Cd' .5'A LS; 74'_ 1 F A / .1 so lr_<. c K. (Ai f /11, r c /'\ /Al5TA: -L(�.) � 3 PIP rs 1 ,v ;f;�. , • S l . )6 , t. �, r_ .- t: =/ .K ( e C ?' J.' f -): %L / A r/ U ✓iE GA/ /1,1 \/.1.1' .Pia /J _ e f`:.l� p F7,47/c / er 1� / - i < P r AA F ,C'n EAr,',/ `/; TA - ,'- !j Gk' 0TH r ' r; v / r (- ! 7 ' < <' / t I ! ��. %�� /, "J / 41). , t i ! L F/ ;;/ z I3Y 7/1/C a re- ,$ F 1 l /r 1' 44i. L c c, v !) t .. / /, / /,� i +1j i,(� A'A f1 , s ' ✓ C A ' (S ry li/, ,s/_;- F• =. 7, I/ • 4.// st<Ae T - - ' J.F. 4.».I +. l .. y . y= , plikmit 9t!`E!trlcg,l anti Lv;:4)1 t":zi GL-A •SL /,L': -� ,� / . :s Vi[E.,, The Ardiitxct aril boildar ite.4.:a kL 1.dk as2 of all b iildi i ri- iulattoas :Ihcillo;'r :,. :1 / 5 r • ,' ' ' r / ` .- • ;fit filly hiditat.1 htrtin. All reinfo,tc:d stet!, ti. dill lg pkfthiog, alcttrle :4,1 wirlll;# 3r.0.4 ts;:if i1.34t -",;r•. ;•:r /A' / 4 /t' F r , a to 4.44.+da ei 13 iffpecti.4 .PUIAIT NO- C ti?/, A' ) ■11- E es' i 5 TA l/ /L1; Fi a (. 4 6,4 I- '/ /x8 a^ealax.s H ��- PLC' 4 x a • MM� , • t a Y M � . .1e G. � • Wtj. e.y J � - 1 A. r. /o a Lrs1 u - /0' /•-• 1 1 !1 3 4,2 t 13 C% v ' (; +l i> _r. Gu.4N '1'Ic�` .. u„ 2. r r1 . i , gN/ •i /;,(/ V, .1 S/f EATrf /w x P c'. .c?:"(2 r/ P/7' • s to ,y ` P - •' 13 ' eA 0 c I' r r ``� ,_ • II J. \[!JLY (Ri (J1STI RED ENGINEER NO. 3161 ti 819 S. W. 8th ST. MIAMI, FLA C.! / ' / S 1 ! /I.. %' ` y / f_ L. 4 tiro r"a — 3 ,4 2 _; /' i L'!= { /!v a /'} ,r• sr\- -. //f l,' � % -1 DESIGN 2004 PRODUCTIONS EE5 4 9S44 FN a 602300300335 513054 -0 01 01318 Armando j. Bustos -P 4411 N.U.J. 3& ST. SUITE # 20& MIAMI SPRINCIS FLOizIDA 331(00 PN, ( 30S) -S &3 9421 P1-4, ( 30) -SS3 9401 FAX (30) Sr0 -4212 E -MAIL D2004BELL&OUTHNET 4(4 INTt A 59CC. REVISION BY: A 5 1 3 ag kk, MTL, STRAP TO CONC. BLOCK CR TB. I. 1/2 " . 300 HD 1/8" WASHER ON SERIES 1500 F MIN 3 PINS 3/16" STRAP LONG tAPCON EDGE OF CONC. DIAM, X 1 3/4" (3 ") FROM NON BRG, WALL SILL PLATE TO CONC SLAB AND KNEEWALLS .3/4 ". HILTI PIN w . ., w b - r-) A 1 O 00 2N O/ 2 ROOF/ WALL SHEATHING - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING 'REMARKS 5/8" 2.1/2 (APA 19/32) "X131" 80 U1/0.281 PIA. RIND. HD. 6" ALL COATED PLAIN SHANK SUPPORTS 4" a GABLE END FRAMING BUCKS '' EXTERIOR (BOSTICH) OR EQIV. x \LE. 1=I n SIZE TYPE SPACING (REMARKS SLIDING GLASS DOORS AS PER PRODUDTS DRAWN BY: DESING 2004 SCALE: MARCH -2005 SHEET h GENERAL NOTES A_ PER PRODUCTS PNEUMATIC FASTENER LEGEND PNEUMATIC FASTNER - ITW RAMSET / REDHEAD APPLICATION SIZE TYPE SPACING EUIVALENT, MTL, STRAP TO CONC. BLOCK CR TB. I. 1/2 " . 300 HD 1/8" WASHER ON SERIES 1500 F MIN 3 PINS 3/16" STRAP LONG tAPCON EDGE OF CONC. DIAM, X 1 3/4" (3 ") FROM NON BRG, WALL SILL PLATE TO CONC SLAB AND KNEEWALLS .3/4 ". HILTI PIN 12 "O /C 3/16' TAFCON a X 1 1 /2" 12" C.C. ROOF/ WALL SHEATHING - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING 'REMARKS 5/8" 2.1/2 (APA 19/32) "X131" 80 U1/0.281 PIA. RIND. HD. 6" ALL COATED PLAIN SHANK SUPPORTS 4" a GABLE END FRAMING BUCKS '' EXTERIOR (BOSTICH) OR EQIV. APPLICATION SIZE TYPE SPACING (REMARKS SLIDING GLASS DOORS AS PER PRODUDTS APPROVAL SPECIFICATIONS WINDOW BUCKS (lX2 P.T.) AS PER PRODUCTS APPROVAL SPECIFICATIONS EXTERIOR SWING DOORS (1X4 P.T.) AS PER PRODUCTS APPROVAL SPECIFICATIONS METAL LATH 4 WIRE LATH FASTENERS -PNEU- FAST CO. APPLICATION SIZE TYPE SPACING REMARKS WIRE LATH 16 GUAGE W/ MIN. 1J /4" PENETRATION "101 STAPLES 6" APART SIDE LAPS g" APART 3/8" RIB MTL. LATH 16 GUAGE W/ MIN. 13/4" PENETRATION 4.10I STAPLES 6" APART SIDE LAPS 9" APART INDEX OF DRAWINGS SHEET I: (AI) GENERAL NOTES SHEET 2: (42) FLOOR PLAN SHEET 3: (43) ELEVATIONS SHEET 4: (44) DEMOLITION PLAN SHEET 5: (S1) CONSTRUCTION DETAILS SHEET 6: (PI) PLUMBING PLAN SHEET 1: (El) ELECTRICAL PLAN ZONING DATA FLOOD ZONE(S) BASE FLOOD ELEVATION(5) SEE SURVEY SEE SURVEY HEIGHT (TO RIDGE OF ROOF) 15'11" NET LOT AREA: 9600 SOFT NEW ADDITION 315 SOFT EXISTING HOUSE 2155.44 SOFT TOTAL AREA 2410.44 SOFT COVER PATIO TO BE RENOVATED 315 SOFT FRONT SETBACK EXISTING: 25 ' SIDE SETBACK EXISTING: 10' SIDE SETBACK EXISTING: 10' REAR SETBACK EXISTING: 15' N.G.VD. CR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO A5 TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO PROPERTY. LOT WILL TO BE GRADED 50 AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL APROVIDE CERTIFICATION PRIOR TO FINAL LAKE OR CANAL LEGAL DESCRIPTION : REFER TO A GURvEY ATTACH 1.- THIS 15 A BUILDERS TYPICAL SET OF CONSTRUCTION WORKING DRAWINGS FOR A NEW ONE BEDROOM AND ONE BATHROOM ADDITION INTENT OF IT'S THESE DRAWINGS TO SHOW ALL DETAILS , IS THE BUILDER'S RESPONSIBILITY TO CHECK VERIFY AND COORDINATE ALL DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES, AND ALL PHASES AND TRADES REQUIRED TO COMPETE THIS PROJECT, 2.- ALL WORK TO BE PERFORMED SHALL BE DONE IN A FIRST -CLASS WORKMANSHIP LIKE MANNER 3.- FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE AND DETAIL DRAWINGS IN PREFERENCE TO SMALLER SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR ERECTION OF ANY PORTION OF THIS PROJECT. 4,- IF ANY ERRORS, OMISSIONS OR CONTRADICTIONS APPEAR IN THESE CONSTRUCTION WORKING DRAWINGS, SPECIFICATIONS CR OTHER CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING. NO WORK SHALL CONTINUE UNTIL SUCH AS THE ERROR OMISSION OR CONTRADICTION HAS BEEN RECTIFIED, GIVING OF SAID NOTICE TO THE ARCHITECT DCES NOT RELIEVE TI-4E BUILDER OF HIS RESPONSIBILITY TO CHECK, VERIFY AND COORDINATED THE DIMENSIONS OR ANY OTHER PORTION OF THE CONSTRUCTION DOCUMENTS, OR FOR THE COST OF RECTIFYING THE SAME. 5.- CONSTRUCTION OF THIS RESIDENCE MUST COMPLY WITH ALL THE REQUIREMENTS AS SET FORTH IN "INFILTRATION PRAC1ICE "2 ", OF THE INFILTRATION CONSTRUCTION TECHNIQUES A5 OUTLINED IN THE "FLORIDA ENERGY EFFICIENCY CODE FOR RESIDENTIAL CONSTRUCTION ", LATEST EDITION . THE BUILDER SHALL BE RESPONSIBLE FOR CONFORMING TO THE REQUIREMENTS A5 SET FORTH IN TE "FLORIDA ENERGY EFFICIENCY CODE" A5 CALCULATED FOR THIS SPECIFIC PROJECT. 6.- THIS 15 A "STANDARD TYPICAL SET OF WORKING DRAWINGS FOR SINGLE- FAMILY, RESIDENTIAL CONSTRUCTION" CONTAINING TYPICAL SECTIONS, DETAILS, NOTES AND OTHER INFORMATION. BIDDERS AND BUILDERS ARE HEREBY NOTIFIED OF THEIR RESPONSIBILITY FOR VERIFYING COORDINATING AND ADJUSTING THIS "TYPICAL" INFORMATION AS REQUIRED FOR THIS SPECIFIC PROJECT. VERIFICATION SHALL BE OBTAINED FROM THE G.C. OR HIS AUTHORIZED AGENT PRIOR TO SUBMITTALL OF BIDS OR START OF CONSTRUCTION. 1.- ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION OVER THIS PROJECT. THE BUILDER SHALL BE RESPOSIBLE FOR BEING FAMILIAR WITH THE APPLICABLE CODES, REGULATIONS AND RESTRICTIONS AND THEIR RELEVANCE TO T1-415 PROJECT. a- EMERGENCY EGRESS OPENINGS SHALL BE PROVIDED IN ALL ROOMS INTENDED FOR SLEEPING, OR ROOMS WHICH COULD BE SLEEPING ROOMS. EACH OF THESE ROOMS SHALL HAVE AT LEAST ( I )WINDOW OR EXTERIOR EXIT DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENINCs WITHOUT THE USE OF SEPARATE TOOLS, UJI-4ERE WINDOWS ARE APPROVED AS A EGRESS, MEANS OF THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN ( 44 ) INCHES ABOVE THE FLOOR ,ALL. EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM NET CLEAR OPENING OF ( 5.1 ) SQUARE FEET. T1-4E MINIMUM NET CLEAR OPENING HEIGHT SHALL THE NET CLEAR OPENING WIDTH INCHES. S.- FLASHING SHALL BE PROVIDED AS NECESSARY TO PREVENT THE TRANCE OF WATER AT OPENINGS IN, OR DNS THROUGH EXTERIOR WALLS, INTERSECTIONS AT OF EXTERIOR WALL COVERINGS OP DIFFERENT MATERIAL, AND AT OTHER POINTS SUBJECT TO THE ENTRANCE OF WATER FLASHING SHALL BE LED AS PER MANUFACTURER'S 10.-ALL 1-4EADERS AND LOAD - BEARING WALL STUDS SHALL BE E NO. 3, UTILITY GRADE OR BETTER II.-ALL STUDS SUPPORTING ONLY ROOF AND CEILING LOADS MAY BE SPACED AT ( 24 ) INCHES ON MAXIMUM STUD HEIGHT OF ( 10 ) STUDS FEET. ALL SUPPORTING FLOOR, ROOF AND CEILING LOADS :HALL BE SPACED NOT MORE INCHES ON CENTER AND SHALL HAVE FIRE BLOCKING AT MID - HEIGHT OF STUDS WITH A MAXIMUM STUD HEIGHT OF (10 ) FEET. 12.-ALL LOAD ZING WALLS SHALL BE FIRE RATED WITH FIRE KING AL MID - HEIGHT OF STUDS AND 5/8 INCH TYPE "X" FIRE -CODE GYPSUM DARD APPIED TO EACH SIDE OF ACCESSES SHALL BE PROVIDED WITH A CLEAR ACCESS OPENING OF NOT LESS THAN BY ( 36 ) INCHES. ACCESS OPENINGS SHALL BE LILY ACCESSIBLE AND SHALL BE PROVIDED WITH A LID OR CLOSING DEVICE THAT MAY BE EASILY REMOVED OR OPERATED. PROVIDE 1ITCH AND A DUPLEX RECEPTACLE AT EACI-1 ATTIC ACCESS. 14.-GYPSUM _ __ BOARD SHALL COMPLY WITH THE PROVISIONS OF THE "SPECIFICATIONS FOR GYPSUM WALLBOARD ", A.S.TM. " C -36. GYPSUM WALLBOARD SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE PROVISIONS OF THE "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD ", GYPSUM ASSOCIATION SPECIFICATION M GA -216. 15. -ALL LUMBER IN CONTACT WITH SOIL, CONCRETE OR MASONRY SHALL BE CHEMICALLY PRESSURE TREATED AND 50 INDICATED BY APPROVED LABELING. CONSTRUCTION NOTE AND SFECIFICATEONS: 16. -THE ARCHITECT 4 ENGINEER HAVE NOT BEEN RETAINED FOR THE SUPERvISION OR TI-4E ADMINISTRATION OF THE EXECUTION OF WORK OF THIS PROJECT, 11. -EACH CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY WOKER'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS, LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCES IN AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR CERTIFICATIONS OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING WORK FIRE INSURANCE WILL BE CARRIED BY THE GENERAL CONTRACTOR, TO THE FULLEST EXTENT PERMITTED BY LAW. CONTRACTORS, SUBCONTRACTORS, AND ALL PARTIES ENGAGED IN PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE GENERAL CONTRACTOR AND ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, INCLUDING DEATH, AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUR OF OR RESULTING FROM THE PERFORMANCE OF THE WORK. 18. -EACH CONTRACTOR SHALL MAKE ALL ARRAGEMENTS FOR, OBTAIN, AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS, AND APPROVALS REQUIRED FOR HIS PORTION OF WORK 19. -ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE. 20.- 5TUCCO SHALL BE TWO -COATS APPROXIMATELY 5/8 THICK APPLIED TO MASORY, AND 3/4" THICK APPLIED TO METAL LATH. LATH SHALL BE FLAT EXPANDED DIAMOND MESH GALVANIZED PAPER BACKED WEIGHING NOT LESS THAN 3.4 POUNDS PER 5Q. YARD. PROVIDE EXPANSION JOINTS, BEADS, ETC, WHERE AND AS SHOWN.OR AS REQUIRED BY CODE IF NONE SHOWN COORDINATE W /G.C, FOR LOCATIONS OF EXPANTIONS JOINTS. 21.- DRYWALL WORK SHALL INCLUDE THE FURNISHINGS 4 INSTALLING OF GALVANIZED STEEL RUNNERS, STUDS, ACOUSTICAL SEALANT, PRODUCTS OF U.S. GYPSUM OR EQUAL AND THE SURFACING OF INTERIORS OF EXTERIOR MASONRY WALLS ON WOOD FURRING. THE INTERIOR OF WOOD EXTERIOR WALLS, AND INTERIOR PARTITIONS AND CEILINGS. DRYWALL SHALL BE U.S. GYPSUM OR EQUAL (STANDARD, FIRE -CODE OR MOISTURE RESISTANT AS AS REQ'D. BY CONDITIONS SHOWN), OF THICKNESSES SHOWN, HAVING TAPERED EDGES, APPLIED WITH LENGTHS VERTICAL WHERE REQUIRED FOR FIRE RATING. PROVIDE BLOCKING FOR WALL- AMOUNT CABINETS PRIOR TO INSTALLING WALLBOARD JOINTS SHALL BE TAPED AND SPAKLED USING TECHNIQUES 4 MATERIALS RECOMMENDED AND PRODUCED BY U.S. GYPSUM AFTER COMPLETION OF SPAKLING, APPLY BY SPRAY OR ROLLER TO ALL WALLBOARD SURFACES A COAT CF JOINT COMPOUND ORANGE PEAL COAL. 22. -WOOD DOORS SHALL BE OF TYPES, THICKNESSES, SIZE, AND CONSTRUCTION A$ SHOWN, FLUSH INTERIOR DOORS SHALL BE HOLLOW CORE WITH FAINT GRADE HARDWOOD FACES. BI -FOLD DOORS SHALL HAVE SOLID WOOD STILES AND RAILS WITH TRACK HANGERS, FLOOR GUIDES, PULLS, ALL INTEGRAL IN "PACKAGE" OF PAINT GRADE PINE FIR, OR EQUAL EXTERIOR ENTRANCE DOORS SHALL BE CONSTRUCTED OF SOLID WOOD MEMBERS AND PANELS, ALL ASSEMBLED WITH WATERPROOF GLUE, DESIGN AS SHOWN. 23.- FRAMED WINDOWS AND SLIDING GLASS DOORS SHALL BE PRO- DUCTS OF AN APPROVED MANUFACTURER ALL MEMBERS SHALL NAVE FINISH IN COLOR SELECTED: MEETING OR EXCEEDING REQUIREMENTS FOR WATER PENETRATION. INFILTRATION AND WIND LOAD OF ALL APPLICABLE BUILDING CODES. AT EACH MOVEABLE DOOR OR WINDOW PANEL PROVIDE A FRAMED VINYL INSECT SCREENING UNIT. 24. -GLA55 SHALL BE FLOAT, TINTED WITH SHADING COEFFICIENT OF .11 CAT 11,3/16" TEMPERED FOR OPERABLE GLA33 DOORS. FOR WINDOWS GLASS SHALL BE AS PRESCRIBED BY CODE FOUR SIZE OF LIGHTS. GLASS TO BE CLEAR TINTED UNLESS OTHER - WISE SHOWN, TEMPERED GLASS SHALL COMPLY WITH ANSE -1 91.1 (ALL GLASS AT TUES /SHOWERS TO BE TEMPERED.) 25.- CERAMIC TILE SHALL SE SELECTED BY OWNER FROM SAMPLES PROVIDED BY G.0 26.- CAULKING SHALL BE BY TREr1CO CR EQUAL SILICON -TYPE PRODUCT AND SHALL BE APPLIED AT ALL JUNCTIONS OF WALL SURFACES TO PROVIDE A WEATHERTIGHT WATER - RESISTANT INSTALLATION. 21. -ALL FLASHING SHALL BE 25 G.A. STAINLESS STEEL, COPPER OR GALVANIZED METAL AS NOTED ON PLANS. 29. -ALL TRADES TO CLEAN WORK AREA AT THE END OF EACH DAY ALL RUBBISH 4 DEBRIS SHALL BE DEPOSITED IN LOCATION DESIGNATED BY G.C. STORM PANELS TO BE INSTALLED AS PER COPE S= C�R TY A \3 FORC MAIN ENTRANCE DOOR: DOUBLE DOOR: OTHER EXTERIOR DOORS: WINDOWS: BURGLAR GUARDS: OTHER INTERIOR DOORS: 3 \TRY \OT S 51N6LE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW MINIMUM OF 1/2" AND DEADBOLT WITH A MINIMUM THROW OF I" KEY OPERATED FROM THE EXTERIOR DOORS SHALL BE INSTALLED WITH A VISION SCOPE. ALL HINGES EXPOSED TO THE EXTERIOR SHALL HAVE NON - REMOVABLE PINS. THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS, OPERATED BY A CYLINDER LOCK THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS. EXPOSED 1-11NCSE5 ON DOORS SHALL HAVE NON REMOVABLE PINS. EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAvE AT LEAST ONE LOCK THAT 15 KEY - OPERATED FROM THE EXTERIOR WHERE A KEY-IN-THE-KNOB TYPE LOCK 15 USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR METAL GRATES AND GRILLE - TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE ACTIVATOR FROM OUTSIDE DOORS, LOUVERS SHALL_ NOT BE INSTALLED IN THE EXTERIOR WALL OP AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA I5 PROTECTED BY INTRUSION SECURITY DEVICES, WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK- OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM THE INSIDE IN CASE OF EMERGENCY. WINDOWS SHALL BE CONSTRUCTED THAT WHEN FIXED OR LOCKED CANNOT BE REMOVED FROM THEIR FRAMES FROM THE OUTSIDE. HINGE PINS OF ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NION- REMOVABLE PINS OR BE OF INTERLOCKING STUB TYPE AND HAVE NON - EXPOSED SCREWS. BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING COMPARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. NOTES: 1.- HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENER 2.- STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS, STAPLES SHALL NOT BE USED FOR THE ATTACHEMENT OF ROOF SHEATING TO ROOF FRAMING MEMBERS 3.- FASTENING OF GARAGE DOOR (IF APLIED) WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE A5 PER MANUFACTURERS SPC'S, 4.- ALL FASCIA MATERIAL SHALL BE HAND FRAMED 5.- ALL FASTENERS SHALL BE NON CORROSIVE. SITE PLAN ScALE . 2� SURVEYOR'S NAME r ^ •..1• ••• C.B.S. WALLI(Y.Y.P.) PAVED 15' ALLEY 0 0 100.00' FOUND 1/2- IRON PIPE (NO ID) N (.0 FOUND PIPE P a CAP 0 (No ID) C .' - - - I i f O POLE 0 1() FLOOD LEGEND Residential PROCESS FOLIO LOT Y444.7 %s 0 F ZOt ' q 5,10 PLAT BOOK (0 PAGE: .7 C ADDDRESS 324 NE QZ ST' CCS'( - t M1AMt SH02.516 FL 3 -613? WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY PREPARED BY: WALDO F PA ; F� PLS UC. # 358 4. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GAL.vANIZED. 0 FOUND 1/2 IRON PIPE (NO ID) CO 0 0 J CO 1- O :. 0i 0 CL 0 z 0.00' THE WEST 1/2 OF LOT 9 BLOCK 48 FOUND PIPE & CAP (NO ID) ANY APPLICABLE RESOLUTION: IN ADDITION TO THE REQUIREMENTS OF THE PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.79(10), FLORIDA STATUTES, EFFECTIVE q 7/10/87 APPROCHES ONTO PERMIT PUBLIC RIG REQUIRED T Y O CON CONTACT DRIVEWAY LI WORKS DEPT. THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACEN PROPERTIES;, WHERE NECESSARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE NO ENCROACHMpIT OVER ADJACENT PROPERTIES. CONCRETE / MASONRY NOTES: 1. ALL REINFORCEMENT STEEL SHALL. BE NEUJ BILLET STEEL CONFORMING TO ASTM A 515, GRADE 80, 2. DETAILING, FABRICATION AND PLACING CF REINFORCING STEEL CONFORM TO THE MANUAL CF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE MEMBERS, UNLESS OTHERWISE INDICATED. 3. LAP ALL BAR SPLICES 30 BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, UNLESS OTHERWISE INDICATED, 4. WIRE MESH REINFORCEMENT SHAL_ BE WELDED SMOG - H WIRE FABRIC CONFORMING TO ASTM AI85 WITH YIELD STRENGTH OF 60,000 PSI. WIRE MESH (WELDED WE FABRIC) REINFORCEMENT SHALL LAP ONE FULL MESH PLUS TWO INCHES, AND BE SECURELY WIRED EACH SIDE AND END. 5. CONCRETE SHALL DEVELOP A MINIMUM CF 3,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS, UNLESS OTHERWISE NOTED. 8. MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHE=RWISE NOTED SHALL BE: A. CONCRETE DEPOSITED AGAINST GRADE : 3" B. CONCRETE EXPOSED TO WEATHER : 2" C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR GRADE 3/4" D. BEAMS AND COLUMNS (MAIN REINFORCEMENT COVER) : 2" E. SLABS ON GRADE (NON STRUCTURAL) : AT CENTERLINE (MID DEPTH) STEEL NOTES: I. STRUCTURAL STEEL SHALL BE ASTM 436. PIPE COLUMNS SI-IAL !. BE AST`1 4' /3 AND STRUCTURAL TUBE STEEL SHALL BE ASTM 4500 GRADE B. 2. DETAILING, FABRICATION AND ERECTION SHALL GONFCRM TO SPECIFICATION'S SET FORTH WITHIN THE AISC MANUAL, CURRENT EDITION. SUBMIT SHOP DRAW NG'S WITH SPECIFICATIONS UNDER SIGNATURE AND SEAL CF A FLORIDA ;REGISTERED ENGINEER FOR APPROVAL. ALL CONNECTION DETAILS SHALL BE SHOWN ON THE SHOP DRAWINGS. 3. SHOP CONNECTIONS SHALL BE WITH ASTM 4325 BOLTS OR WELDED USING E10 ELECTRODES, AND SHALL CONFORM TO SPECIFICATIONS OF THE AWS STRUCTURAL. WELDING CODE. FIELD CONNECTIONS SHALL BE MADE WITH ASTM 4325 BOLTS, UNLESS OTI- ERWISE INDICATED. 4. STRUCTURAL STEEL SHALL RECEivE ONE COAT CF SHOP PAINT. RETOUCH AS NECESSARY AFTER ERECTION. WOOD NOTES: I. STRUCTURAL LUMBER SHALL SE NO. 2 HEM. /FIR OR BETTER: SURFACE DRIED, USED AT 19% MAXIMUM M.C., WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: FS (SINGLE MEMBER 'S) : 1,200 PSI F8 (REPETITIVE MEMBER 'S) 1,400 PSI F : a0 PSI FC (PERPENDICULAR TO GRAIN) : 565 PSI E = 1,600,000 PSI FB (STUDS IN BEARING FRAMED WALLS) :626 P51 MINIMUM - STRUCTURAL LAMINATED WOOD MEMBERS SHALL HAVE THE FOLLOWING 5TRES'S RAT NGS, UNLESS OTHERWISE NOTED: FB : 2 ,2 00 PSI E : ' ,820,000 PSI 2. PRE- ENGINEERED /PREFABRICATED WOOD TRUSSES SHALL BE DES'GNED, FABRICATED AND ERECTED UNDER THE D!RECT{ON OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. MANUFACTURER SHALL PROVIDE ENGINEERING CERTIFICATION PRIOR TO DELIVERY AND ERECTION. PROVIDE CONTINUOUS BRACING PER "BRACING WOOD TRUSS COMMENTARY AND RECOMMENDATIONS ", AWT -16, TRUSS PLATE INSTITUTE. 3. WOOD IN CONTACT WITH MASONRY /CONCRETE OR EXPOSED TO WEATHER AND UNPAINTED SHALL BE PRESSURE TREATED, UNLESS NOTED. LOT 11 BLOCK 48 PNEUMATIC FASTENER LEGEND PNEUMATIC FASTNER - ITW RAMSET / REDHEAD APPLICATION SIZE TYPE SPACING EQUIVALENT, MIL. STRAP TO CONC. BLOCK OR T.B. 1. 1/2 " .300 HD 1/8" WASHER _ONG SERIES 1500 PER MIN 3 FINS 3/16" STRAP LONG TAPCON EDGE OF CONC. DIAM. X 1 3/4" (3 ") FROM NON ERG. WALL SILL PLATE 1O CONC SLAB AND KNEEWALLS 3/4 ". HILT( PIN 12 "O /C 3/16' TAFCON s) X 1 1 /2" 12" C.C. ROOF/ WALL SHEATHING - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING R =MARKS 5/8" 21/2 (APA 19/32) "X131" SD W/0.281 DIA. RIND. HD. 6" ALL COATED PLAIN SHANK SUPPORTS 4" . GABLE END FRAMING BUCKS fa EXTERIOR ( BOSTFCH) OR EQIV. APPLICATION SIZE TYPE SPACING REMARKS SLIDING GLASS DOORS A$ PER PRODUCTS APPROVAL SPECIFICATIONS WINDOW BUCKS (IX2 P.T.) AS PER PRODUCTS AIPPROVAL SPECIFICATIONS EXTERIOR SWING DOORS (1X4 P.T.) AS PER PRODUCTS APPROVAL SPECIFICATIONS METAL LATH 4 WIRE LATH FASTENERS -PNEU- FAST CO. APPLICATION SIZE TYPE SPACING REMARKS WIRE LATH 16 GUAGE W/ MIN. 1.1/4" PENETRATION +101 STAPLES 6" APART SIDIE LAPS 9:: APART 3/8" RIB MIL. LATH 16 GUAGE W/ MIN. 13/4" PENETRATION 0 101 STAPLES 6" ,APART SIDE LAPS 9" APART INDEX OF DRAWINGS SHEET is (Al) GENERAL NOTES SHEET 2: (A2) : E tcLtT1ON. PJA■ SHEET 3: (43) 1R-9oR li SHEET 4: (A4) .ra110 SHEET 5: (SI) CONSTRUCTION DETAILS SHEET 6: (PI) PLUMBING PLAN SHEET 1: (El) ELECTRICAL PLAN ZONING DATA FLOOD ZONES) SEE SURVEY BASE FLOOD ELEVATIONS) SEE SURVEY HEIGHT (T0 RIDGE OF ROOF) 15'll" NET LOT AREA: 9600 SQFT NEW ADDITION 315 SQP1 EXISTING HOUSE 2155.44 SOFT TOTAL AREA 2410.44 SQFT COVER PATIO t0 BE RENOVATED 315 SOFT FRONT SETBACK EXISTING: 25 ' SIDE SETBACK EXISTING: 10' SIDE SETBACK EXISTING: 1 0' REAR SETBACK EXISTING: 15' NG.V.D, OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO PPPREVE��NT DIRECT OVERLAND DISCHARGE OP STORMWAtER INTO LOT JIL 70 BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL APROVIDE CERTPICATtON PRIOR TO FINAL LAKE OR CANAL LEGAL DESCRIPTION : REFER TO A SURVEY ATTACH 1.- THIS 13 A BUILDERS TYPICAL SET OF CONSTRUCTION WORKING DRAWINGS FOR A NEW ONE BEDROOM AND ONE BATHROOM ADDITION INTENT OF IT THESE DRAWINGS TO SHOW ALL DETAILS , IS THE BUILDER'S RESPONSIBILITY TO CHECK VERIFY AND COORDINATE ALL DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES, AND ALL PHASE6 AND TRADES REQUIRED TO COMPETE THIS PROJECT. 2.- ALL WORK TO BE PERFORMED SHALL BE DONE IN A FIRST -CLASS WORKMANSHIP LIKE MANNER 3.- FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE AND DETAIL DRAWINGS IN PREFERENCE TO SMALLER SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR ERECTION OF ANY PORTION OF THIS PROJECT. 4.- IF ANY ERRORS, OMISSIONS OR CONTRADICTIONS APPEAR IN THESE CONSTRUCTION WORKING DRAWINGS, SPECIFICATIONS OR OTHER CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING. NO WORK SHALL CONTINUE UNTIL SUCH AS THE ERROR OMISSION OR CONTRADICTION HAS BEEN RECTIFIED. GIVING OP SAID NOTICE 70 THE ARCHITECT DOES NOT RELIEVE THE BUILDER OF HIS RESPONSIBILITY TO CHECK, VERIFY AND COORDINATED THE DIMENSIONS OR ANY OTHER PORTION OF THE CONSTRUCTION DOCUMENTS, OR FOR THE COST OF RECTIFYING THE SAME. 5.- CONSTRUCTION OF THIS RESIDENCE MUST COMPLY WITH ALL THE REQUIREMENTS AS SET FORTH IN "INFILTRATION PRACTICE "2 ", OF THE INFILTRATION CONSTRUCTION TECHNIQUES AS OUTLINED IN THE "FLORIDA ENERGY EFFICIENCY CODE FOR RESIDENTIAL CONSTRUCTION ", LATEST EDITION . THE BUILDER SHALL BE RESPONSIBLE FOR CONFORMING TO THE REQUIREMENTS AS SET FORTH IN TE "FLORIDA ENERGY EFFICIENCY CODE" AS CALCULATED FOR THIS SPECIFIC PROJECT. 6.- THIS IS A "STANDARD TYPICAL SET OF WORKING DRAWINGS FOR SINGLE - FAMILY, RESIDENTIAL CONSTRUCTION" CONTAINING TYPICAL SECTIONS, DETAILS, NOTES AND OTHER INFORMATION. BIDDERS AND BUILDERS ARE HEREBY NOTIFIED OF THEIR RESPONSIBILITY FOR VERIFYING COORDINATING AND ADJUSTING THIS "TYPICAL" INFORMATION AS REQUIRED FOR THIS SPECIFIC PROJECT. VERIFICATION SHALL BE OBTAINED FROM THE G.G. OR HIS AUTHORIZED AGENT PRIOR TO SUBMITTALL OF BIDS OR START OF CONSTRUCTION. 1.- ALL CONSTRUCTION SHALL SE PERFORMED IN ACCORDANCE WITH ALL CODES, REGULATIONS AND RESTRICTIONS HAYING JURISDICTION OVER THIS PROJECT. THE BUILDER SHALL BE RESPOSIBLE FOR BEING FAMILIAR WITH THE APPLICABLE CODES, REGULATIONS AND RESTRICTIONS AND THEIR RELEVANCE 70 THIS PROJECT. 8.- EMERGENCY EGRESS OPENINGS SHALL BE PROVIDED IN ALL ROOMS INTENDED FOR SLEEPING, OR ROOMS WHICH COULD BE SLEEPING ROOMS. EACH OF THESE ROOMS SHALL HAVE AT LEAST (1 ) WINDOW OR EXTERIOR EXIT DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. WHERE WINDOWS ARE APPROVED AS A MEANS OF EGRESS, THEY SHALL NAVE A SILL HEIGHT OP NOT MORE THAN ( 44 ) INCHES ABOVE THE FLOOR ALL EGRESS OR RESCUE 'WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM NET CLEAR OPENING OF (5.1 ) SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE ( 24 ) INCHES. THE NET CLEAR OPENING WIDTH SHALL BE ( 20 ) INCHES. 9.- FLASHING SHALL BE PROVIDED AS NECESSARY TO PREVENT THE ENTRANCE OF WATER At OPENINGS IN, OR PROJECTIONS THROUGH EXTERIOR WALLS, At INTERSECTIONS OP EXTERIOR WALL COVERINGS OF DIFFERENT MATERIAL, AND AT OTHER POINTS SUBJECT TO THE ENTRANCE OF WATER FLASHING SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 10. -ALL HEADERS AND LOAD - BEARING WALL STUDS SHALL BE GRADE NO. 3, UTILITY GRAPE OR BETTER I1. -ALL STUDS SUPPORTING ONLY ROOF AND CEILING LOADS MAY BE SPACED AT ( 24 ) INCHES ON CENTER WITH A MAXIMUM STUD HEIGHT OF ( 10 ) FEET. ALL STUDS SUPPORTING FLOOR, ROOF AND CEILING LOADS SHALL BE SPACED NOT MORE THAN ( 16 ) INCHES ON CENTER AND SHALL HAVE FIRE BLOCKING AT MID - HEIGHT OF STUDS WITH A MAXIMUM STUD HEIGHT OF (10 ) FEET. 12. -ALL LOAD BEARING WALLS SHALL BE FIRE RACED WITH FIRE BLOCKING AL MID - HEIGHT OF STUDS AND ONE ( 1 ) LAYER, 5/8 INCH TYPE "X" FIRE -CODE GYPSUM WALLBOARD APPIED TO EACH SIDE OF STUDS. 13. -ATTIC ACCESSES SHALL BE PROVIDED WITH A CLEAR ACCESS OPENING OF NOT LESS THAN ( 22 ) INCHES BY ( 36 ) INCHES. ACCESS OPENINGS SHALL BE READILY ACCESSIBLE AND SHALL BE PROVIDED WITH A LID OR CLOSING DEVICE THAT MAY 13E EASILY REMOVED OR OPERATED. PROVIDE A LIGHT WITH SWITCH AND A DUPLEX RECEPTACLE AT EACH ATTIC ACCESS. 14.- GYPSUM LULL BOARD SHALL COMPLY WITH THE PROVISIONS OF THE "SPECIFICATIONS FOR GYPSUM WALLBOARD ", A.S.T.M. M C -36. GYPSUM WALLBOARD SHALL SE INSTALLED AND FINISHED IN ACCORDANCE WITH THE PROVISIONS OF THE '''RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD ", GYPSUM ASSOCIATION SPECIFICATION Y GA -216. 15. -ALL LUMBER IN CONTACT WITH SOIL, CONCRETE CR MASONRY SHALL BE CHEMICALLY PRESSURE TREATED AND SO INDICATED BY APPROVED LABELING. CONSTRUCTION NOTES AND SPECIFICATIONS: 16. -THE ARCHITECT 4 ENGINEER HAVE NOT BEEN RETAINED FOR THE SUPERVISION OR THE ADMINISTRATION OF THE EXECUTION OF WORK OF THIS PROJECT. 11. -EACH CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY UJOKER'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS, LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCES IN AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR CERTIFICATIONS OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING WORK FIRE INSURANCE WILL BE CARRIED BY THE GENERAL CONTRACTOR, TO THE FULLEST EXTENT PERMITTED BY LAW. CONTRACTORS, SUBCONTRACTORS, AND ALL PARTIES ENGAGED IN PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE GENERAL CONTRACTOR AND ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, INCLUDING DEATH, AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUR OF OR RESULTING FROM THE PERFORMANCE OF THE WORK 18. -EACH CONTRACTOR SHALL MAKE ALL ARRAGEMENTS FOR OBTAIN, AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS, AND APPROVALS REQUIRED FOR HIS PORTION OF WORK 19. -ALL WORK SHALL BE GUARANTEED FOR A PERIOD OP AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE. 20.- STUCCO SHALL BE TWO -COATS APPROXIMATELY 5/8 THICK APPLIED TO MASORY, AND 3/4" THICK APPLIED t0 METAL LATH. LATH SHALL BE FLAT EXPANDED DIAMOND MESH GALVANIZED PAPER BACKED WEIGHING NOT LESS THAN 3.4 POUNDS PER SQ. YARD. PROVIDE EXPANSION JOINTS, BEADS, ETC. WHERE AND AS SHOWN.OR AS REQUIRED BY CODE IF NONE SHOWN COORDINATE UJ/G.C. FOR LOCATIONS OF EXPANTIONS JOINTS. 21.- DRYWALL WORK SHALL INCLUDE THE FURNISHINGS 4 INSTALLING OF GALVANIZED STEEL RUNNERS, STUDS, ACOUSTICAL SEALANT, PRODUCTS OF U.B. GYPSUM OR EQUAL AND THE SURFACING OF INTERIORS OF EXTERIOR MASONRY WALLS ON WOOD FURRING. THE INTERIOR OF WOOD EXTERIOR WALLS, AND INTERIOR PARTITIONS AND CEILINGS. DRYWALL SHALL BE U.S. GYPSUM OR EQUAL (STANDARD, FIRE -CODE OR MOISTURE RESISTANT AS AS REQ'D. BY CONDITIONS SHOWN), OF THICKNESSES SHOWN, HAVING TAPERED EDGES, APPLIED WITH LENGTHS VERTICAL WHERE REQUIRED FOR FIRE RATING. PROVIDE BLOCKING FOR WALL - AMOUNT CABINETS PRIOR TO INSTALLING WALLBOARD JOINTS SHALL BE TAPED AND SPAKLED USING TECHNIQUES 4 MATERIALS RECOMMENDED AND PRODUCED BY U.S. GYPSUM AFTER COMPLETION OF SPAKLING. APPLY BY SPRAY OR ROLLER TO ALL WALLBOARD SURFACES A COAT OF JOINT COMPOUND ORANGE PEAL COAT. 22. -WOOD DOORS SHALL SE OF TYPES, THICKNESSES, SIZE, AND CONSTRUCTION AS SHOWN. FLUSH INTERIOR DOORS SHALL BE HOLLOW CORE WITH FAINT GRADE HARDWOOD FACES. BI -FOLD DOORS SHALL HAVE SOLID WOOD STILES AND RAILS WITH TRACK HANGERS, FLOOR GUIDES, PULLS, ALL INTEGRAL IN "PACKAGE" OF PAINT GRADE PINE FIR OR EQUAL EXTERIOR ENTRANCE DOORS SHALL BE CONSTRUCTED OF SOLID WOOD MEMBERS AND PANELS, ALL ASSEMBLED WITH WATERPROOF GLUE, DESIGN AS SHOWN. 23.- FRAMED WINDOWS AND SLIDING GLASS DOORS SHALL BE PRO- DUCTS OF AN APPROVED MANUFACTURER ALL MEMBERS SHALL HAVE FINISH IN COLOR SELECTED: MEETING OR EXCEEDING REQUIREMENTS FOR WATER PENETRATION. INFILTRATION AND WIND LOAD OF ALL APPLICABLE BUILDING CODES. AT EACH MOVEABLE DOOR OR WINDO'. PANEL PROVIDE A FRAMED VINYL INSECT SCREENING UNIT, 24. -GLAS8 SHALL BE FLOAT, TINTED WITH SHADING COEFFICIENT OF .11 CAT 11,3/16" TEMPERED FOra OPERABLE GLASS DOORS. FOR WINDOWS GLASS SHALL BE A%:, i- RESCRIBED BY CODE FOUR SIZE OF LIGHTS. GLASS TO E31. , .LEAK TINTED UNLESS OTHER- WISE SHOWN. TEMPERED GLASS SHALL COMPLY WITH ANSE -1 91.1 (ALL GLASS AT TUES /SHOWERS TO BE TEMPERED.) 25.- CERAMIC TILE SHALL BE SELECTED' BY OWNER FROM SAMPLES PROVIDED BY G.C. 26.- CAULKING SHALL BE BY TREMCO OR EQUAL SILICON -TYPE PRODUCT AND SHALL BE APPLIED AT ALL JUNCTIONS OF WALL SURFACES TO PROVIDE A WEATHERTIGHt WATER - RESISTANT INSTALLATION. 21 -ALL FLASHING SHALL BE 25 GA. STAINLESS STEEL, COPPER OR GALVANIZED METAL AS NOTED ON PLANS. 29. -ALL TRADES TO CLEAN WORK AREA AT THE END OF EACH DAY ALL RUBBISH 1 DEBRIS SHALL BE DEPOSItED IN LOCATION DESIGNATED BY G.G. 29.- STORM PANELS 70 BE INSTALLED AS PER CODE SECURITY A MAIN ENTRANCE DOOR: SINGLE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW MINIMUM OF I/2" AND DEADBOLT WITH A MINIMUM THROW OF I" KEY OPERATED FROM THE EXTERIOR DOORS SHALL BE INSTALLED WITH A VISION SCOPE. ALL HINGES EXPOSED TO THE EXTERIOR SHALL HAVE NON - REMOVABLE PNS. DOUBLE DOOR: THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS, OPERATED BY A CYLINDER LOCK THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS, OTHER EXTERIOR DOORS: WINDOWS: BURGLAR GUARDS: \D FORCED E \TRY \OTES EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS KEY - OPERATED FROM THE EXTERIOR WHERE A KEY- IN -THE -KNOB TYPE LOCK IS USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR METAL GRATES AND GRILLE -TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE ACTIVATOR FROM OUTSIDE DOORS, LOUVERS SHALL NOT BE INSTALLED IN THE EXTERIOR WALL OF AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA IS PROTECTED BY INTRUSION SECURITY DEVICES. WINDOWS SHALL SE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK - OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM THE INSIDE IN CASE OF EMERGENCY. WINDOWS SHALL BE CONSTRUCTED THAT WHEN FIXED OR LOCKED CANNOT BE REMOVED FROM THEIR FRAMES FROM THE OUTSIDE. HINGE PINS OF ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NON-REMOVABLE PINS OR BE OF INTERLOCKING STUB TYPE AND HAVE NON - EXPOSED SCREWS. BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES SO THAT THEY MAY SE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING COMPARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES. OTHER INTERIOR DOORS: EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. NOTES: L- HAND NAILING MAY SE USED IN LIEU OF POWER DR.JVENI FASTENER 2.- STAPLES SHALL NOT BE USED POR THE ATTACHMENT 0>P UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS, STAPLES SHALL NOT SE USED FOR THE ATTACHEMENT OP ROOF SHEATING TC7 ROOF FRAMING MEMBERS 3.- FASTENING OF GARAGE DOOR (IF APLIED) WINDOWS AMID EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPC'S. 4.- ALL FASCIA MATERIAL SHALL SE HAND FRAMIED 5.- ALL FASTENERS SHALL BE NON CORROSIVE. CONCRETE / MASONRY NOTES: 1. ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A 515, GRADE 60. 2. DETAILING, FABRICATION AND PLACING OP REINFORCING STEEL SHALL CONFORM TO TI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE MEMBERS, UNLESS OTHERWISE INDICATED. 3. LAP ALL BAR SPLICES 30 BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, UNLESS OTHERWISE INDICATED. 4. WIRE MESH REINFORCEMENT SHALL BE 'WELDED SMOOTH WIRE FABRIC CONFORMING TO ASTM 4185 WITH YIELD STRENGTH OF 60,000 PSI. WIRE MESH (WELDED WIRE FABRIC) REINFORCEMENT SHALL LAP ONE FULL MESH PLUS TWO INCHES, AND BE SECURELY WIRED EACH SIDE AND END. 5. CONCRETE SHALL DEVELOP A MINIMUM OP 3,000 P51 COMPRESSIVE STRENGTI.4 IN 28 DAYS, UNLESS OTHERWISE NOTED. 6. MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: A. CONCRETE DEPOSITED AGAINST GRADE : 3" B. CONCRETE EXPOSED TO WEATHER : 2" C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR GRADE : 3/4" D. BEAMS AND COLUMNS (MAIN REINFORCEMENT COVER) : 2" E. SLABS ON GRADE (NON STRUCTURAL) : AT CENTERLINE (MID DEPTH) STEEL NOTES: 1. STRUCTURAL STEEL SHALL BE ASTM 436. PIPE COLUMNS SHALL BE ASTM A'/8'I/s!/B, AND STRUCTURAL TUBE STEEL SHALL BE ASTM 4500 GRADE B. 2. DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO SPECIFICATIONS SET FORTH WIT-4N THE RISC MANUAL, CURRENT EDITION. SUBMIT SHOP DRAWINGS WITH SPECIFICATIONS UNDER SIGNATURE AND SEAL OF A FLORIDA REGISTERED ENGINEER FOR APPROVAL, ALL CONNECTION DETAILS SHALL BE SHOWN ON THE SHOP DRAWINGS. 3. SHOP CONNECTIONS SHALL BE WITH ASTM 4325 BOLTS OR WELDED USING E10 ELECTRODES, AND SHALL CONFORM TO SPECIFICATIONS OF THE AWS STRUCTURAL WELDING CODE. FIELD CONNECTIONS SHALL BE MADE WITH ASTM 4325 BOLTS, UNLESS OTHERWISE INDICATED. 4. STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF SHOP PAINT. RETOUCH AS NECESSARY AFTER ERECTION. UJOCV NOTES: 1. STRUCTURAL LUMBER SHALL BE NO. 2 HEM./FIR OR BETTER SURFACE DRIED, USED AT n% MAXIMUM M.C., WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: FB (SINGLE MEMBERS) a 1,200 PSI FIB (REPETITIVE MEMBERS) = 1,400 PSI F a 90 PSI PC (PERPENDICULAR TO GRAIN) = 565 PSI E = 1,600,000 PSI FB (STUDS IN BEARING FRAMED WALLS) = 626 PSI MINIMUM - STRUCTURAL LAMINATED WOOD MEMBERS SHALL HAVE THE FOLLOWING: STRESS RATINGS, UNLESS OTHERWISE NOTED: FB = 2,200 PSI E = 1,800,000 PSI 2. PRE - ENGINEERED /PREF,415RICATED WOOD TRUSSES SHALL SE DESIGNED, FABRICATED AND ERECTED UNDER THE DIRECTION OP A FLORIDA REGISTE PROFESSIONAL ENGINEER. MANUFACTURER SHALL PROVIDE ENGINEERING CERTIFICATION PRIOR TO DELIVERY AND ERECTION. PROVIDE CONTINUOUS BRACING PER "BRACING WOOD TRUSS COMMENTARY AND RECOMMENDATIONS" AWT - -6, TRUSS PLATE INSTITUTE. 3. WOOD IN CONTACT WITH MASONRY /CONCRETE OR EXPOSED TO WEATHER AND UNPAINTED SHALL BE PRESSURE TREATED, UNLESS NOTED. 4. METAL STRAPS, CLIPS AND HARDWARE SHALL BE '. ALVANIZED. SCALE: DESIGN 2004 PRODUCTIONS E B # 9844 F.N " G02308W0335 513854 -0 01 01318 Armando J. Bustos -P A I A Hrti apex 4411 N.UJ. 36 SUITE a 206 M AM1 5 'RINGS F LORIDA 33166 Pk. ( 305) -863 9421 Pk. ( 305) -883 9401 � Ax (308) 863 -4212 E -MAIL D20046BELLSOUTHNET REVISION DRAWN BY: z f DESIGG 2004 MARCH-2005 = 1 SHEET I: GENERAL NOTES BY: 4'-2 1/4" , j'### . ;,,,,, t WINDOW TO BE CLOS n u u BATk 1 Y77/,7/77/77/7,777 3' - 1 11/4" 4' -6" 4' -5 1/2" CLOSET TO BE REMOVED BED ROOM CLOSET BATH"2 L 4 D•OR TO BE REMOVE 11 DINNING ROOM 4'-5 1/2" 1' -5 3/4" SEE REPAIR DETAIL INDOW TO BE OPEN a'" 4DOW TO BE OPEN COLUMN TO BE REMAIN Jz//// L WINDOW TO BE OPEN u _ 5'-0" / 3' -9 3/4" / DMOL ITION PLAN SCALE: 1 /4 :I' -0" WALL CR PARTITION TO BE REMOVED LIVING ROOM WINDOW TO B OPEN BED ROOM CLOSET ,<l 'i1 B ED ROOM KITCHEN 13' -2" ro PORCH E LECTRICAL PANEL To BE REcoLATED 11=11 % / / / / / / / //A / 2' -6" U INDOW TO BE GLOBE 3 - 5 " 3' - 4" EXISTING COL. PATIO 5' -11 13/16" EXISTING COL. PATIO 7.7/N 5 -1 28' -1 3/16" GENERAL DEMOLITION NOTES 1. ALL DEMOLITION WORK SHALL COMPLY WITH AND BE PERFORMED AS PER ALL LOCAL CODES. AND LAWS IN THE FLORIDA CODE. 2. ALL CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND THE EXTENT / SCOPE OF WORK. DURING THE DEMOLITION WORK ANY DISCREPANCIES DISCOVERED ON THE JOB 817E SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND OR THE PLUMBING/ MECHANICAL/ ELECTRICAL ENGINEERS OR THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR AND /OR HIS SUBCONTRACTORS SI -IALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. 3. THE GENERAL CONTRACTOR AND /OR HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS RESULTING FROM THEIR DEMOLITION WORK 4. THE GENERAL CONTRACTOR AND /OR HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATE BRACING AND SHORING OF STRUCTURAL AND NON - STRUCTURAL MEMBERS DURING THE DEMOLITION WORK 5. THE GENERAL CONTRACTOR AND /OR HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AS PER OSHA STANDARDS DURING THE DEMOLITION WORK r BIER bQ t NC DESIGN 2004 FRODUCTIONS E E # (3844 .1.1 0 0 02308900335 513854 -0 01 01318 Armardo J. Bustoe-P 4L4 4411 N.UJ. 38 ST. SUITE # 208 MIAMI SPRINGS FLORIDA 33108 F'N. ( 305) -803 9421 ( 305) -883 9401 FAX (305) 803 -4212 E -MAIL D2004613ELLSOU1H.NET SCALE: REVISION 1 � u� 1 a : I > z a 1-- --- z 1/ 61 — 11 I! 1 � i 0 0 O __./ tti Z Il [.RAIN BY: DESING 2004 MARCH -2005 S1_4EET 2: DEMOLITION PLAN 4 = BY: POOR SCE ID TYPE SIZE - MARK SIZE FRAME TYPE - 1 54 X 80" WHITE D,F, DOOR COLONIAL /` OUTSWING DOOR 2 60 3/4" WHITE D.F. DOOR COLONIAL OUTSWING DOOR �� 3 311/2"X 82 1/211 WHITE 5P. DOOR COLONIAL CLEAR W'HITg 4 33 1 /2 "X 80" WHITE S.F. DOOR COLONIAL 5 3" X 4 5'8 1 ' WHITE SOLID WOOD OUTSWING DOOR , 28" X SO" WHITE /2\ 01/06/05 1 (2) 24" BI FOLD WHITE WfNEDCW SCkE U E MARK TYPE SIZE GLASS COLOR FRAME MAT, ROUGH OPENING PRODUCTS APPROVAL No A AWNING COLONIAL 31"X50 3;'8" CLEAR WHITE B ' AWNING COLONIAL 3T "X38 3/8" CLEAR WHITE �� —.-i C AWNING COLONIAL 1.; 4 CRIZONT ROLEER 1 ,@4 °Xyl'r CLEAR W'HITg �b I MD MB c . 4 1 VV 1(/1 1 1 1 r. Mi N NM TY , i �TOP T =, _ _-2 . . n o o �� —.-i N \ �b I MD MB c VV 1(/1 1 1 1 r. Mi N NM TY , i �TOP T =, _ _-2 . . n o o �� —.-i =IL1N ZJz)z' PRODUCTIONS E5 9S44 F.N " G02308900335 13854 -0 01 01318 Armando j, Bueto8 -P A IA MT 1.. ASSOC.. 4471 N.W. 30 ST, SUITE # 20 MIAMI SPRINGS FLORID4 3310 F'R ( 305) —S 3 9421 PN, ( 305) -853 9401 PAX (305) 503 -42 E -MAIL D2004eBELLSOUTNET RE VISION BY: S 07,05 R.R © 06 /05 RR If 1 ± t --- O 1/ 0 q �J till/ 111 0 4 f DRAWN BY: DESING 2004 SCALE: MARCH -2005 SHEET 3: FLOOR/DECK FRAMING PLAN 4 =3 �� 04;101/05 5 N Lc), \ 3 - 4 r I r H EXISTING BATH "I I 3 -0 410-4 El EvA SCALE: '/4 -0" 10\ SEE COLUMN REPAIR 5 -5 TIE COLUMKTCI) COLUM'<iTGI) EXISTING BED ROOM 5 -'0 E CLO N EXISTING BATH"2 NEW STEPS AND LANDING 5 :a -a" -a 3 EXISTING 3 STUDS COL. TO REMAIN a _ T' 2 4' -5 1/2' 6 EXISTING DINNING ROOM "EE COLU REPAIR 1' -1 a' P--NEW LANDING AND STEPS STEPS EXISTI L INEh EXISTING LIVING ROOM 3 5. EXISTING BED ROOM EXISTING CLOSET'! EXISTING KITCHEN H OC P_ 4\ SCALE: I/4".1' -0 SEE COLUMN REPAIR 12 _ 3 . EXISTING BED ROOM SINK ''(n j EXISTING REMAIN �X1S711 CLOSET r 20 5/'0" SEE COi,UMN REPAIR 111 0 EXISTING PORCH RELOCATE T '2' -a ';/2 EXISTING COVER PATId SEE COLUMN REPAIR 0 2 SEE COLUMN REPAIR / / / / / / , EXISTING COL.. PATIO \ NEW GLAS BLOCK 2 EXISTING UTILITIES ROOM NEW WALL SEE DETAIL NEW WALL 4'-4 1/2" 0 EXISTING COL, PATIO EXISTING COL. PATIO EXISTIING COL. PATIO • • a • 4 i 4ascfa EXISTING COL. PATIO EW MCP :SINK 50' i 5 I/4 30•-0 3!'011 /4 E6" EMBEDDED IN TO 30)00 PSI GROUT Ii`V BLOCKS 12" 12 CONNECTION CAF STEEL ANGLE TO BUILLDING 51/2 "X4" ANGLE PRODUCTS APPROVAL NOTE: ALL PRODUCTS APROVAL TO BE ArROVED BY ENGINEER/ARCH./ BUILDING DEPARTMENT PRIOR TO INSTALLATION 30' -1 11/011 06 /01/05 WALL 4" INTO EX18Tf 1J55 EPDXY G EXISTMCs Gh? 4 I" DIA. X 4" ANCHOR STUDS WELDED TO THE TOP FLANGE • )2" O/C TIP, r3 s3 " O/C 8" O/C OM TYP. «3s " O/C I" DIA. X 4" ANCHOR 9TUD9 BOT OM TYP. WELDED TO THE TOP FLANGE * O/C TYP. 0 3 0/CX5' -0" TOP P. NEW W 10X30 \ «438 " OJC BOTTOM TYP, EXISTING COLUMN BEYOND 3' - 0' pIA, X 4" ANCHOR STUDS WELDEC TO THE TOP FLANGE ®?2" O/C TYP. 4' -5" CANT *3 e8 "O /C T4B TYP. EXISTING W 1 0X30 ul "4 ®8" O/C T4B TYP. 3/ 1 -S 3i4 6 -T I/2" EXISTING GAME ROOM k 1811 k W10 1 1- N 7'- 3-1/2' 3-1/2"X 3/8" THICK ANGLE WELDED ON ALL CONTACT EDGES TYP, KNEE BRACE DETAIL F1 _ J ETER XISTING STEEL 5 1/2 X 4" 0 3 a 8" O /CX5' -0" TOP TYP, 0 3 * 8" OiC BOTTOM TYP. 8" O/C BOTTOM TYP. NEW 5" THICK RCC SLAB '_0' 11 II I8 I X, Ia 1 II II l II II 20'-7 li'a' EXISTING COLUMN *3 s8 "O /C BOTTOM TYP. *4 a a" O/C BOTTOM TYP. NEW 5" T1 -TICK RCC SLAB EXISTI G COLUMN 1' -8 I/!6" 0 = «4 8" O/C T4B TYP, NEW 5" THICK RCC SLAB 4' -5" CANT, C -I HSS 3- 1/2X3 - /2X1/2' C ONNECTED TO THE BASE PLATE WITH 1 x" FILLET WELD ALL FOUR SIDES S "XS "X3 %S" BASE PATE JJ/ 4X 0- AB I ,Ui - 2'X21, /, O "D ;CONCRETE R ^x,D 4 5 3^RJ r H,,H 'y'dAY T&B 1 NEW 2x2X)'4 STEEL COLUMN TO SUPPORT THE NEW STAIRS W /6 "X6 "X/4" BASE PLATE WE!..DED WITH 2 34" DIA ANCHOR BOLTS WITH 4" MN EMBED. N THE EXISTING SLAB. 111.5 -- i) ; NEW ALUM. RAILING BY OT - F=D00 SCH EDi TYPE SIZE GLASS COLOR =RAME MAT. MARK SIZE FRAME TYPE PRODUCTS APPROVAL a I 54" X 80" WHITE DF. DOOR COLONIAL AWNING COLONIAL 3TX38 3/8" 2 60 11 X14 3/4" WHITE F. DOOR COLONIAL C 3 31 1 /2 "X 82 1/2" WHITE SF. DOOR COLONIAL C MIA 4 33 I /2 "X 80" WHITE S.F. DOOR COLONIAL 5 3" X 6'8" WHITE SOLID WOOD 6 28" X 80" WHITE MARCH -2005 SHEET 3: FLOOR/DECK FRAMING PLAN /\3 1 (2) 24" BI FOLD WHITE w \DOW SC E LJ E M4RK TYPE SIZE GLASS COLOR =RAME MAT. ROUGH OPENING PRODUCTS APPROVAL No A AWNING COLONIAL 31"X50 3/8" CLEAR WHIT E o o n B AWNING COLONIAL 3TX38 3/8" CLEAR WHITE .�� C AWNING COLONIAL 54 "X51" HORIZONTAL ROLLER CLEAR W'HI "E C MIA Ci_ MO NO NO REVISION IMO MO IWO MO 0 3 0 8" /CX5' -0 TOP TY C 0 /05 ■ , I-- NEW DOOR o o n Ci_ MO NO NO REVISION IMO MO IWO MO 0 3 0 8" /CX5' -0 TOP TY C 0 /05 - • ! o o n .�� �' E X.9TING STEEL �9 I/2" X 4" � - \•4 BO? \___ NEW w !0X30 —7 —�_ ... C MIA 1 W ILL1 4 1 NEw G•I BEYOND C C MO C MI O MO �_ NM MN � loiov'+ -Z. 01 0 Armando ,j. Bustos -P 4 '�NT'L 4411 N.UJ. 30 ST. SUITE # 200 1°11,41`-11 SFR NCIS FLORi D,4 33 FN. ( 305)-803 9427 P4. ( 30) -883 9401 4X (305) 803 -42 E -MA D2004aBELLSOUTHNET 4 ASSOC. REVISION B1": R.R 0 /05 1 ' W r N /� 1 W ILL1 4 4 0 F 1) O TC ./ IA W 1 � CD W �0 (:5 i 1 DRAWN BY: DESING 2004 SCALE: MARCH -2005 SHEET 3: FLOOR/DECK FRAMING PLAN /\3 TG 1 : 8X W/ 4"5 4 a ) 0/G Ora, /01/05 M C SCALE: 1 /4" =I' -0" 6 El N EXISTING BATH TIE COLUMNTC1) SEE COLUMN REPAIR 5 -o E COLUM14TG O -O r:".? , �_ „ \ \ \ _'\ EXISTING BED ROOM EXISTING CLOSET EXISTING BATH” 2 5 -0 4* EXISTING BI DINNING ROOM SEE COLU1 REPAIR I - �I NEW STEPS 4' -5 _ c -a 3 4 n 7 __---P _XISTING 3 STUDS COL. TO REMAIN E -2 NEW STEPS O J EXISTII LINEN EXISTING LIVING ROOM EXISTING BED ROOM EXISTING CLOSET' y 61 EXISTING KITCHEN SINK XISTING STEPS SCALE: 1/4 " =1' - 0" SEE COLUMN REPAIR EXISTING BED ROOM 2 -3 _OCR �L4\ XIST,NG REMAIN ETSTI\ CLOSET rl 43 4 I 20' -I 5 SEE COLMN i REPAIRS EXISTING PORCH a .t. RELOCATE EXISTING CO'/ER PATI6 SEE COLUMN REPAIR \ -C2 -C2 tej 2 SEE COLUMN REPAIR \ /, EXSTING COL. PATIO \ EX COL, PATIO \ NEW GLAS� BLOCK d , EXISTING UTILITIES' ROOM I NEW WALL BEE DETAIL NEW WALL / EXISTING COL. PATIO EXISTING CC)L. PATIO EXISTiNCs COL. PATIO NEW MCP :SINK ,0 -5 4' 4" INTO EX STN ■SE EPDXY G EXISTNG Ch1U WALL 33' -0 3 a - -a 4 -5 3!' 30 /4 "01) // 6" EMBEDDED IN TO 3000 PSI GROUT IN BLOCKS CONNECTION4 CF STEEL ANGLE TO B > UILDING 5 1/2" X 4" ANGLE PRODUCTS APPROVAL NOTE: ALL PRODUCTS APROYAL TO BE APROVED BY ENG1NEER /ARCH,/ BUiLDNG DEPARTMENT PRIOR TO INSTALLATION 06/01/05 1" D'A. X 4 ANCHOR 5%03 WELDED TO THE TOP FLANGE 0 12" O/G TYP. "308 "O /C CX13TNNG tEL -3 3._4" ° -' - 2 / 5 I/211 X 4" EXISTING GAME ROOM 3'l a ' 18" �. Ill 10 . 3" 0/C TOM TYP. 3 -1/2" X 3 -1/2" X 3/8" THICK ANGLE WELDED ON ALL CONTACT EDGES TYP. KNEE BRACE DETA11 308 "O /C DIA. X 4" ANCHOR 5" 3 BOT CM TYP. WELDED TO THE TOP FLANGE 0 12" O/C TYP. 3 " O /C X5' -" TOP P. B TT r T I T - 3 0 8" 0 /0X3' -0" TOP TYP. / •3 0 8" O /CX5'- 0 3 0 8" O/C BOTTOM TYP. 8 "408 "O /C BOTTOM T YP. NEW 5" THICK RCC SLAB N NEW W '0X30 20 - 1 io •4 BOTTOM TYP, EX STING COLUMN BEYOND EXISTING COLUMN NEW TEL STAIRS BY OTHER S NEW 2X2X):$ STEEL COLUMN TO SUPPORT THE 308 "O/C BOTTOM TYP. •40 8" 0 /C BOTTOM TYP. NEW 5" THICK RCC 3L40 1 1/16 3' -0" 1" D IA. >4 4" ANCHOR STUDS W'ELDE TO THE TOP FLANGE 0 1 2" O/C TYP. NEW STAIRS W /6 "X6 "X/4" BASE FLATe WELDED WITH 2 DIA ANCHOR BOLTS WITH 4" MIN EMBED, IN THE EXISTING SLAB. 3 "O /C 0 4 0 8" O/C Ttg TYP. NEW 5" THICK RCC SLAB 4' -5" CANT. ,— ( N.T.S NEW AI BY OT 4' -5" 04NT. 3 /C Ti B TYP. EXISTING W 1 0X30 UM. RAILING HERS C -I HSS 3- !/2X3 - 1/2X1/2" CA ONNECTED 70 THE BASE PLATE WITH ill FILLET WELD LL FOUR SIDES 8' XS' X3' 8 of �L ATE 4X1 %2' MINI 2 < 6 "D, CO , TF 111 •40 "O /C TAB TYP. !0''X30' EXISTING(BELOU)) DESfC,N 200 - PRO CT I CNS E 9844 F.N ' G02308900335 DES 1CIN fi 0DLCTIQNS E5 FN >: Cx02308900335 1384 -0 01 01318 Armando j. 4411 N.W. SUITE # 200 MIAMI SPRINGS FLORIDA PH. ( 305) PH. ( 305) FAX (305) E -MAIL D2004^BELLSOUTHNET D -P 414 NTt 5O. 9421 9401 -4212 MARK 2004 4 * '3844 1✓3u5tos 30 ST. 33100 -83 -883 803 RE V I51 ON BY: &0Si3I 10G- R ►< PRODUCTS APPROVAL r I 54" X S0" WHITE D.F. DOOR COLONIAL WHITE 2 60 "X14 3/4" WHITE M a,w ��++ w G :‹ xw v '-� i H r T.; .0�r o va ° A a Q� J z Cn w O 31 1/2 "X 82 1/2" WHITE SP. DOOR COLONIAL 4 I II " 1�V —U-µ 0_ 1.____ 0 ' , L— 0 5 3" X 6'8" WHITE SOLID LUOOD M C �_ Ma 6 2S" X S0" WHITE 1 (2) 24" BI FOLD WHITE DRAUJN BY: DESING 2004 SCALE: MARCH -2005 SHEET 3: FLOOR/DECK FRAMING PLAN A - 3 DOOR SCH D E I MARK TYPE MARK SIZE FRAME TYPE PRODUCTS APPROVAL r I 54" X S0" WHITE D.F. DOOR COLONIAL WHITE 2 60 "X14 3/4" WHITE DF. DOOR COLONIAL 31 "X33 3/8" 3 31 1/2 "X 82 1/2" WHITE SP. DOOR COLONIAL C 4 33 I /2 "X S0" WHITE S.F. DOOR COLONIAL 5 3" X 6'8" WHITE SOLID LUOOD M C �_ Ma 6 2S" X S0" WHITE 1 (2) 24" BI FOLD WHITE W \OUU S C E I MARK TYPE SIZE GLASS COLOR FRAME MAT. ROUGH OPENING PRODUCTS APPROVAL No A AWNING COLONIAL. 31"X50 3/S" CLEAR WHITE ••••• B AWNING COLONIAL 31 "X33 3/8" CLEAR WHITE C AWNING COLONIAL HORIZONTAL ROLLER 54 "X51° CLEAR WHITE 1 I NEW DOOR 3' -5 1/4' EXISTING BATH "1 \ COLUMN (CI) 6 / 1 SEE COLUMN REPAIR COLUMN (CI) II ' 3 FF E. +O' -0" -5 1/2" EXISTING BED ROOM EXISTING BATH"2 5' " SEE COLU REPAIR 11' -1" NEU) STEPS EXISTING DINNING ROOM XIS 3 STUDS COL, TO REMAIN 4' -5 1/2" 6 EW STEPS 1571 LIN EXISTING BED ROOM EXISTING LIVING ROOM 3' -4 EX15TIN: CLOSET' EXISTING KITCHEN XISTING STEPS EXISTING BED ROOM 12' -3" 10' -2 E3RES6 20' -11 5/16" 11' -0" EXISTING PORCH RELOCATE a 4 rt .%till 2 • EE COLUMN ° EPAIR 2 EXISTING UTILITIES ROOM NEW U)ALL SEE DETAIL NEU) WALL 4' -4 1/2" EU) MOP SINK 4' -9 3/16" 30' -1 11/16" 90' -5 I/4" EXISTING GAME ROOM 18 -1 3/1b" NEW STE BY OTHE EXISTING COLUMN 1' -8 1/16" 20' -1 1/16" Y Cj 4 A C 1 ELEVA110 SCALE: I /4" =1' -0" 26 -8" FLOOR PLAN SCALE: I/4 " =I' -0" EXISTING REMAIN EXISTING COVER PA71C$ \ SEE COLUMN REPAI / / / , EXISTING COL. PATIO NEW GLAS BLOCK EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL.. PATIO EXISTING COL. PATIO /4 "0 JU/ 6," EMBEDDED IN TO 3000 PSI GROUT IN BLOCKS 12" 12" CONNECTION OF STEEL ANGLE TO BUILDING WALL 4" INTO EXIST USE EPDXY G EXISTING G1 S c I" DIA. X 4" ANCHOR STUDS WELDED TO THE TOP FLANGE e 12" O/C TYP. •3 A8 " O /C ON 4 = 3" O/C TOM TYP. 1" DIA. X 4" ANCHOR 3TUD3 WELDED TO TI-4E TOP FLANGE • 12" O/C TYP. "3 a TOP 0 /CX5' -0" P. *3 e8 "O /C BOT OM TYP. NEW W I0X30 "4 a 8' O /C: BOTTOM TYP, EXIeTING COLUMN BEYOND 1 " D IA. x WELDEC FLANGE 3' 4" ANCHOR 6TUD5 TO THE TOP e 12" O/C TYP. 4' -5" CANT •3 e8 " O/C T4B TYP. �— EXISTING UJ 10X3D �Il "4 eS "O /C T4B TYP. 38' -0 3/16" 1' -a 15/16" 5 1/2" X 4" ANGLE PRODUCTS APPROVAL NOTE: ALL PRODUCTS APROVAL TO BE APROVED BY ENGINEER/ARCH/ BUILDING DEPARTMENT PRIOR TO INSTALLATION G p LV t+1N1 #J6lDL`b rb 1 earl k14 f1$1 e s{tL ( ( l P/ 1' -9 3/4" U.) 10X30 6' -1 1/2" 3 -1/2" X 3 -I/2" X 3 /S" THICK ANGLE WELDED ON ALL CONTACT EDGES TYP. KNEE BRACE DETAI XIS STEEL 41 5 1/2" X 4" o iti UI ■ 4111 •3 e 3" 0/CX5'- •3 • S" 0/CX5' -0" TOP TYP. "3 a 3" O/C BOTTOM TYP. "4 a 8" O/C BOTTOM TYP. NEW 5" THICK RCC 31-AB 9 1 '3ea "O /C BOTTOM TYP. •4 e 8" O/ C BOTTOM TYP. NEW 5" THICK RCC 6LAB L STAIRS NEW 2X2X74 STEEL COLUMN TO SUPPORT THE NEW 5TAIR5 4.1/6 1 'X6 "X)'4" BASE PLATE WELDED WITH 2 3'4" DIA ANCHOR BOLTS WITH 4" MIN EMBED. N THE EXISTING SLAB. "3 a 8" O/C iL'TO "X30 "EXISTING(BELOW) "4 8" O/C TAB TYP, NEW 5" THICK RCC SLAB 4' -5" CANT, NEUJ ALUM. RAILING / BY OT -IERS C -I HSS 3- 1/2X3- 1/2X1/2" I CONNECTED TO 71-4E BASE PLATE WITH FILLET WELD ALL FOUR SIDES 8"X8 "X3 /8" BASE PLATE W/ 4X1/2" c6- AB WITH 9" MIN EMBED" PENT. 2'X2'X16 "D CONCRETE PAD W/4 #5 BARS EACH WAY T &B N.15 1' 1fq;' \ 6 13/16" MI IND ME MO IMO • ' � ■I1 INN MS MP WM D *3 a 8" 0/CX5' -0" TOP TY no III IN • - T n n 1 n stow =l � ••••• •4 e BOT EXISTING STEEL L5 1/2" X 4" ,-. ="= NEW W IDX30 ara NM OM MO NM NMI OM 1 I NEW C•I EsEYONp NM III MD INS MN M C �_ Ma _ . _ NEW DOOR 3' -5 1/4' EXISTING BATH "1 \ COLUMN (CI) 6 / 1 SEE COLUMN REPAIR COLUMN (CI) II ' 3 FF E. +O' -0" -5 1/2" EXISTING BED ROOM EXISTING BATH"2 5' " SEE COLU REPAIR 11' -1" NEU) STEPS EXISTING DINNING ROOM XIS 3 STUDS COL, TO REMAIN 4' -5 1/2" 6 EW STEPS 1571 LIN EXISTING BED ROOM EXISTING LIVING ROOM 3' -4 EX15TIN: CLOSET' EXISTING KITCHEN XISTING STEPS EXISTING BED ROOM 12' -3" 10' -2 E3RES6 20' -11 5/16" 11' -0" EXISTING PORCH RELOCATE a 4 rt .%till 2 • EE COLUMN ° EPAIR 2 EXISTING UTILITIES ROOM NEW U)ALL SEE DETAIL NEU) WALL 4' -4 1/2" EU) MOP SINK 4' -9 3/16" 30' -1 11/16" 90' -5 I/4" EXISTING GAME ROOM 18 -1 3/1b" NEW STE BY OTHE EXISTING COLUMN 1' -8 1/16" 20' -1 1/16" Y Cj 4 A C 1 ELEVA110 SCALE: I /4" =1' -0" 26 -8" FLOOR PLAN SCALE: I/4 " =I' -0" EXISTING REMAIN EXISTING COVER PA71C$ \ SEE COLUMN REPAI / / / , EXISTING COL. PATIO NEW GLAS BLOCK EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL.. PATIO EXISTING COL. PATIO /4 "0 JU/ 6," EMBEDDED IN TO 3000 PSI GROUT IN BLOCKS 12" 12" CONNECTION OF STEEL ANGLE TO BUILDING WALL 4" INTO EXIST USE EPDXY G EXISTING G1 S c I" DIA. X 4" ANCHOR STUDS WELDED TO THE TOP FLANGE e 12" O/C TYP. •3 A8 " O /C ON 4 = 3" O/C TOM TYP. 1" DIA. X 4" ANCHOR 3TUD3 WELDED TO TI-4E TOP FLANGE • 12" O/C TYP. "3 a TOP 0 /CX5' -0" P. *3 e8 "O /C BOT OM TYP. NEW W I0X30 "4 a 8' O /C: BOTTOM TYP, EXIeTING COLUMN BEYOND 1 " D IA. x WELDEC FLANGE 3' 4" ANCHOR 6TUD5 TO THE TOP e 12" O/C TYP. 4' -5" CANT •3 e8 " O/C T4B TYP. �— EXISTING UJ 10X3D �Il "4 eS "O /C T4B TYP. 38' -0 3/16" 1' -a 15/16" 5 1/2" X 4" ANGLE PRODUCTS APPROVAL NOTE: ALL PRODUCTS APROVAL TO BE APROVED BY ENGINEER/ARCH/ BUILDING DEPARTMENT PRIOR TO INSTALLATION G p LV t+1N1 #J6lDL`b rb 1 earl k14 f1$1 e s{tL ( ( l P/ 1' -9 3/4" U.) 10X30 6' -1 1/2" 3 -1/2" X 3 -I/2" X 3 /S" THICK ANGLE WELDED ON ALL CONTACT EDGES TYP. KNEE BRACE DETAI XIS STEEL 41 5 1/2" X 4" o iti UI ■ 4111 •3 e 3" 0/CX5'- •3 • S" 0/CX5' -0" TOP TYP. "3 a 3" O/C BOTTOM TYP. "4 a 8" O/C BOTTOM TYP. NEW 5" THICK RCC 31-AB 9 1 '3ea "O /C BOTTOM TYP. •4 e 8" O/ C BOTTOM TYP. NEW 5" THICK RCC 6LAB L STAIRS NEW 2X2X74 STEEL COLUMN TO SUPPORT THE NEW 5TAIR5 4.1/6 1 'X6 "X)'4" BASE PLATE WELDED WITH 2 3'4" DIA ANCHOR BOLTS WITH 4" MIN EMBED. N THE EXISTING SLAB. "3 a 8" O/C iL'TO "X30 "EXISTING(BELOW) "4 8" O/C TAB TYP, NEW 5" THICK RCC SLAB 4' -5" CANT, NEUJ ALUM. RAILING / BY OT -IERS C -I HSS 3- 1/2X3- 1/2X1/2" I CONNECTED TO 71-4E BASE PLATE WITH FILLET WELD ALL FOUR SIDES 8"X8 "X3 /8" BASE PLATE W/ 4X1/2" c6- AB WITH 9" MIN EMBED" PENT. 2'X2'X16 "D CONCRETE PAD W/4 #5 BARS EACH WAY T &B N.15 1' 1fq;' \ 6 13/16" WFN1DQW SC 4EDULE oo SC -1 SIZE u FRAME MAT, ROUGH OPENING MARK SIZE FRAME TYPE PRODUCTS APPROVAL u 1 54" X SO" WHITE DF, DOOR COLONIAL ALINING COLONIAL 2 60 "X14 3/4" WHITE D.F. DOOR COLONIAL 3 31 1 /2 "X 82 1/2" WHITE SF. DOOR COLONIAL WHITE 4 33 1 /2 "X SO" WHITE SF. DOOR COLONIAL 5 3" X 6'8" WHITE SOLID WOOD 6 28" X 80" WHITE 1 (2) 24" BI FOLD WHITE WFN1DQW SC 4EDULE MARK TYPE SIZE GLASS COLOR FRAME MAT, ROUGH OPENING PRODUCTS APPROVAL No. A AWNING COLONIAL 31 "k50 3/8" CLEAR WHITE C B ALINING COLONIAL 31 "X38 3/8" CLEAR WHITE C AWNING COLONIAL HORIZONTAL ROLLER 54 "k5I" CLEAR WHITE a 5 0 SCALE: 1 /4 " =I -O" EXISTING BATHmi i1 11 O N LLB == S EE COLUMN REPAIR 5 -6 - co EXISTING BAT�,"2 1c), t-- T N C OL U MN (cu EXISTING BED ROOM ' c ' - E GLOTSET EXISTING DINNING ROOM SEE COLUMN REPA R I -I : -a 12'-3 i NEW STEPS - EXISTING 3 STUDS COL. TO REMAIN 2 , - 3 1/2 6 I/2' EXISTING BED ROOM 3 4 EX 1571 EXISTING LINE CLOSE T EXISTING LIVING ROOM 13' -5" '2' - 3 1 ' EXISTING KITCHEN SINK X15TING STEPS EE COLUMN REPAIR EXISTING BED ROOM 10 _2 7 LOO P,-- SCALE: 1/4"=1'-0" 4' - 8" ETSTTf"TG = CLOSET Q EXISTINGs REMAIN OS ) o >/ 4: / 3/4" 0 THROUGH BOLT 0/ `C2 / 1 - EGRESS 20-11 5/1a" r II -0 / 4" X S" W10X3O SEE COQ IMN REPAIR-' EXISTING PORCH 4" X 8" CONNECTION TO STEEL BEAM RELOCATE 2' 6 I/2" (1) 4" X 4" X 3/8" ANGLE WELDED TO THE STEEL BEAM EX COVER PATId 2 4' -9 3/'6" SEE COLUMN REPAIR EE COLUMN G2 EPAIR / / , EXISTING COL. PATIO NEW GLAS� BLOCK NELU WALL 4' - 4 1/2" EXISTING COL. PATIO I C2 EXISTING UTILITIES ROOM NEW WALL SEE DETAIL a V v5 /03 /oS EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL. PATIO a'- 0 3/6" NELU MOP SINK 9C0' - 5 1/4" 12" 12" CONNECTION OP STEEL ANGLE TO (BUILDING /4"0 W/ 6" EMBEDDED IN TO 3000 PSI GROUT 1' -a 5/16" 5 1/2" X 4" ANGLE PRODUCTS APPROVAL NOTE: ALL PRODUCTS APROVAL TO BE APROVED BY ENGINEER /ARCH./ BUILDING DEPARTMENT PRIOR TO INSTALLATION N - f 30' -1 11/16" EXISTING GAME ROOM IS' -1 3/16" 3/4" LU10 2 "X " X 3/8" THICK ANGLE WELDED BOTH SIDES 6' - 1 1/2" KNEE BRAG DETAIL G \■ METER XISTI1 G STEEL 5 1/2" 4" UP b - 5/O3 /oC (/ . ��\ 0- D: /o 1/4" THICK FABRICATED O 4" 20' -1 1116" 0 O j LISP CA 44 DECK SCALE: 1 /4 " =I' -0' NEW STAIRS 5EE DETAIL T 7 s- 4" x 4 2" X S' - - -- -P -.alt 1,41• —2" x 6" D ECK'NG -1" t -- USE 1 2D (SPIRAL SHANK N4'L3 2s NTERSECTION - -4" x 12 RAFTER — NELL 4 e To SE Na7 LLEC XI3 aC \ 01 1 N,( FiNItSH ED�iE ER`'1,NADE 7 0O L PRODUCTIONS =N G0230300335 513354 -0 01 01318 -�ardo j. Buatca -P 44 - 11 N.UJ, 30 ST, SUITE 2Eo �aM l SFR NGS FL:1IDA 3310 � 4 305) -303 942 3o) -383 94�' ;< ( 305) a.3-4-272 E MAIL D2004 E3ELLSOUTH.NET "3c4I_E REVISION i✓RAIUN BY: z a_ 7 _ 1 ILL DESiNG 2004 MARCH -2005 3HEEr 3: FLOOR PLAN `v' L �Y; I0' _ 10" / ■ 2 C I C NEW DOC r r 1 I a 5 0 SCALE: 1 /4 " =I -O" EXISTING BATHmi i1 11 O N LLB == S EE COLUMN REPAIR 5 -6 - co EXISTING BAT�,"2 1c), t-- T N C OL U MN (cu EXISTING BED ROOM ' c ' - E GLOTSET EXISTING DINNING ROOM SEE COLUMN REPA R I -I : -a 12'-3 i NEW STEPS - EXISTING 3 STUDS COL. TO REMAIN 2 , - 3 1/2 6 I/2' EXISTING BED ROOM 3 4 EX 1571 EXISTING LINE CLOSE T EXISTING LIVING ROOM 13' -5" '2' - 3 1 ' EXISTING KITCHEN SINK X15TING STEPS EE COLUMN REPAIR EXISTING BED ROOM 10 _2 7 LOO P,-- SCALE: 1/4"=1'-0" 4' - 8" ETSTTf"TG = CLOSET Q EXISTINGs REMAIN OS ) o >/ 4: / 3/4" 0 THROUGH BOLT 0/ `C2 / 1 - EGRESS 20-11 5/1a" r II -0 / 4" X S" W10X3O SEE COQ IMN REPAIR-' EXISTING PORCH 4" X 8" CONNECTION TO STEEL BEAM RELOCATE 2' 6 I/2" (1) 4" X 4" X 3/8" ANGLE WELDED TO THE STEEL BEAM EX COVER PATId 2 4' -9 3/'6" SEE COLUMN REPAIR EE COLUMN G2 EPAIR / / , EXISTING COL. PATIO NEW GLAS� BLOCK NELU WALL 4' - 4 1/2" EXISTING COL. PATIO I C2 EXISTING UTILITIES ROOM NEW WALL SEE DETAIL a V v5 /03 /oS EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL. PATIO a'- 0 3/6" NELU MOP SINK 9C0' - 5 1/4" 12" 12" CONNECTION OP STEEL ANGLE TO (BUILDING /4"0 W/ 6" EMBEDDED IN TO 3000 PSI GROUT 1' -a 5/16" 5 1/2" X 4" ANGLE PRODUCTS APPROVAL NOTE: ALL PRODUCTS APROVAL TO BE APROVED BY ENGINEER /ARCH./ BUILDING DEPARTMENT PRIOR TO INSTALLATION N - f 30' -1 11/16" EXISTING GAME ROOM IS' -1 3/16" 3/4" LU10 2 "X " X 3/8" THICK ANGLE WELDED BOTH SIDES 6' - 1 1/2" KNEE BRAG DETAIL G \■ METER XISTI1 G STEEL 5 1/2" 4" UP b - 5/O3 /oC (/ . ��\ 0- D: /o 1/4" THICK FABRICATED O 4" 20' -1 1116" 0 O j LISP CA 44 DECK SCALE: 1 /4 " =I' -0' NEW STAIRS 5EE DETAIL T 7 s- 4" x 4 2" X S' - - -- -P -.alt 1,41• —2" x 6" D ECK'NG -1" t -- USE 1 2D (SPIRAL SHANK N4'L3 2s NTERSECTION - -4" x 12 RAFTER — NELL 4 e To SE Na7 LLEC XI3 aC \ 01 1 N,( FiNItSH ED�iE ER`'1,NADE 7 0O L PRODUCTIONS =N G0230300335 513354 -0 01 01318 -�ardo j. Buatca -P 44 - 11 N.UJ, 30 ST, SUITE 2Eo �aM l SFR NGS FL:1IDA 3310 � 4 305) -303 942 3o) -383 94�' ;< ( 305) a.3-4-272 E MAIL D2004 E3ELLSOUTH.NET "3c4I_E REVISION i✓RAIUN BY: z a_ 7 _ 1 ILL DESiNG 2004 MARCH -2005 3HEEr 3: FLOOR PLAN `v' L �Y; DESIG\ PRODUCTIONS EE3 E.N a 002308900335 513854 -0 01 01318 Armando J. 4411 N.W. SUITE '*2 MIAMI SPRINGS FLORIDA PI-I. ( 305) PI-4. ( 30 FAX (305) E -MAIL D2004eBELLSOUTHNET -P 9421 9 401 -4212 A 14 N7'L A890C. ___J 2004 # cE34L Bustos 3;. ST. 331 && -83 - 883 8 REY151ON BY: 0 , 3/31 /o s RP. —1 # 1 4:34 Slz.ls,..9f Florida V DRAWN BY: DESING 2004 SCALE: MARCH -2005 i 7 ESE f Lt, '. E °.L s ip \) '1- ; 1 1 tLEST SIDE EL EVAT ON SCALE: 1/4".1 »sl. 'r ■s. EAST SID SCALE: 1/4 " :I' -0" 0 0 0 c,F EUJ DOO '= II NEW ALUM. RAILING BY OTHERS .111E.13:10 24E, 1( _,1 P - 31P EUJ DOC REPLACED UJINDOUJ REPLACED WINDOW EXISTING CBS UJALL 1 re ar r E r�zr .WE' NEW ST E STAIRS BY OTHER ELEVATION NOI T SCALE; I/4 " :I' -0" EXISTING CBS UJALL SIDE ELEVATION 54 0) P F - G,r . 2`fi P F REPLACED WINDOW q\ 117?) EXISTING ROOF 4� C ). 72 -- : 1 { r:JF REPLACED UJINDOW REPLACED WINDOW REPLACED WINDOW 5`i . i'SF EXISTING CBS WALL EXISTING ROOF r 1 EXISTING CBS UJALL NEW GLASS BLOCK EXISTING ROOF NEW STEEL COLUMN li 11 - 11-T- II �`�'' °' -41= �� �� P`3F II LJI_J1_JL_ll JII 2�j II r A_ 1( -T fi-} III� ' = L L J I_ JL _1LJ� II UJINDOUJ TO BE REMAIN - EXISTING COLUMNS NEW ALUM, RAILING BY OTHERS , ............\ i I 1 1 NEUJ DOOR 1 I I I I 1 -; 5 F 9 P.) F 11 r may �' 4` FJ s" CONCRGSE t,6 - —1 tLEST SIDE EL EVAT ON SCALE: 1/4".1 »sl. 'r ■s. EAST SID SCALE: 1/4 " :I' -0" 0 0 0 c,F EUJ DOO '= II NEW ALUM. RAILING BY OTHERS .111E.13:10 24E, 1( _,1 P - 31P EUJ DOC REPLACED UJINDOUJ REPLACED WINDOW EXISTING CBS UJALL 1 re ar r E r�zr .WE' NEW ST E STAIRS BY OTHER ELEVATION NOI T SCALE; I/4 " :I' -0" EXISTING CBS UJALL SIDE ELEVATION 54 0) P F - G,r . 2`fi P F REPLACED WINDOW q\ 117?) EXISTING ROOF 4� C ). 72 -- : 1 { r:JF REPLACED UJINDOW REPLACED WINDOW REPLACED WINDOW 5`i . i'SF EXISTING CBS WALL EXISTING ROOF r 1 EXISTING CBS UJALL NEW GLASS BLOCK EXISTING ROOF NEW STEEL COLUMN li 11 - 11-T- II �`�'' °' -41= �� �� P`3F II LJI_J1_JL_ll JII 2�j II r A_ 1( -T fi-} III� ' = L L J I_ JL _1LJ� II UJINDOUJ TO BE REMAIN - EXISTING COLUMNS NEW ALUM, RAILING BY OTHERS , ............\ i I 1 1 NEUJ DOOR 1 I I I I 1 -; 5 F 9 P.) F 11 r may �' 4` FJ s" CONCRGSE t,6 DESIG\ PIRODUCTEO F.N 513854 01 Armando 4411 SUITE MIAMI PLORIUA P L PI-4. PAX E -MAIL 2004 \S E5 # lS44 a 602308900335 -0 01318 j. Bustos -P N.W. 3? ST. # 20(0 SPRINGS 331&ro ( 305) -S &3 9421 ( 305)-003 9401 (305) 803 -4212 D2004 A 1 A REVISION BY: /2 , 05/3/106- Rik. w b C-. o 0 `- 8 \L P. 92 S" Nil, FL0 EXISTING ROOF _.. - -- --- DRAWN BY: DESING 2004 SCALE: MARCH -2005 S4•4EET / ELEVATION e r- 4- — — �\ EXISTING ROOF _.. - -- --- — ����� T �' -- - - -�-- 111= k =k = 11 6G P5F LJI__.11._..11._JLJ �� - -- - -- — NEW ST EEL - -- - -- -__ __- STAIRS BY OTHERS e./ -- - -- - -- - -- - -- �� - — � ' � F 1�1 �,�} �� P °✓'F P�F !: 11 � -- II I -- 11_ ll if -' I II" ,5q. II I= 1 -1h - + = 1 II WINDOW TO BE REMAIN 1 i 1 NEW 1 0 1 I I r I I DOOR �� I I r -65 ` <N P5P 11 1. -- 1 ISM � J 1 54 C6 F - EA . 29 F F REPLACED WINDOW REPLACED WINDOW EXISTING CBS WALL J ' NEW GLASS BLOCK SCALE: 1/4 " :I' -0" SCALE: 1/4" :1Y -O" 0 0 NEW DOO EAST SIDE E 65 .0 ?5F' WEST SIDE ELEV4 10\ VA ION NOR T= SIDE E SCALE: 1/4 " :1' -0" EXISTING CBs WALL REPLACED WINDOW REPLACED WINDOW 53 73 C_ 33 73 ? 3F _ .3c, p5F 3 PJF H REPLACED WINDOW REPLACED UJ NDOW 53 T3 {-x :F - s &. EXISTING ROOF 54 „ _ P5f ' J - , q .% PCs REPLACED WINDOW 54 C t?` 0 =49 74 .54 . -37 EXISTING CBs WALL EXISTING ROOF REPLACED WINDOW • 53 . 73 P5 - 5 R')• t- EXISTING CBs WALL REPLACED WINDOW J r3 13 p3E NEU STEEL COLUMN EXISTING o � Y COLUMNS NEW ALUM, RAILING BY OTHERS , ti r�.i 5 CO C�C E C2EeK P4X (305) 803 -4272 E -MAIL D20046BELLSOUTN.NET REVISION 1=3(: w - _ 7.1 E..3 y l) ro o H .1 cy g Q p i w :n ( - N " [Y. —, a_ j ___ .4_ 0 0 in II n el b <((--\ VV po PI > PL _ , l , O . __ o N . 111 o 1 z u cRAkiN BY, DESING 2004 KCAL E: MARCI -1 -2005 S+-IEET 4: ELEVATION 1 I IT r - SCALE: 1/4 " :1' -0" 1 111 III! SCALE: 1/4 ":I' -0" r 0 0 NEW DOO 1"e 5o. eSr _6$ . So PSF r J EST SIDE EL E\r4TION SCALE: I/4 " =1' -0" EXISTING CBS WALL EAST SIDE EL EvATION REPLACED WINDOW X3.73 ASP' -tee • % P.s� NOfi�T SIDE EL EvATION REPLACED WINDOW 5 3.73 es- _ 3 % f; REPLACED W NDOW 53.73 P. r: 58. a6 EXISTING ROOF 43 74 _JI.37 REPLACED WINDOW REPLACED WINDOW 6e, f P' J am • ` F;6 Sr :26 _ i'SF PSF 0 1. EXISTING GB9 WALL SS BLOCK EXISTING ROOF REPLACED WINDOW 53.73 PSP - X8.36 PsF EXISTING CBS WALL. T REPLACED WINDOW 53. x..3 I II E -11 T T r II k�1= 41.= 4 =11=4 II LJI 11 E11 11 T - Tri ll 1 = =H 1.= i =#1=1 III LJ I_ J1_11. _IL J� 1 If If 1 If )1-4 II If I -0 I[ �1114 WINDOW TO REMAIN E4.66 f�SS -59.29 'tc , : -0 1404 e 1.. 1 ± 11 REPLACED WINDOW . GG P },- -5cI aq f'.Sf REPLACED WINDOW 74 .GG ;.)1.? . 2C1 f cap" EXISTING CBS WALL EXISTING ROOF NEW GLA l 1 r ED to $�:1>' �✓ DESIC1N 2004 F ODUCTIONS E 4 * 9844 F.N " 002308900335 51384 -0 01 01318 Arrlancl0 J. Bust08 -f 4 4 NTt !w'dCG 4411 N.UJ. ST. SUITE # 206 MIAMI SPIRINCS FLORIDA 331&& PI-4. ( 305) -8 ?3 9421 PI-4 C 305) -883 9401 (EXISTING) CONC. (Ngu)) 6'x6" CONC. Cot_ M W/ 2 *5 VERTICAL AND *3 TIES AT 3" O.C. (EXISTING) CONC. PIG. DRILL INTO EXIST FTC. W/ EPDXY MIX (TYP) CONCRETE JAMB / HEAD SIMILAR WINDOW SLL E3UCK DEITAiL 3 s'' - rL) I 1 _ ,JD L4HrFL LL g?" INTO EXIST . TIE eEAM FOXY MIX (TYP) WINDOW SEE SCHD. COLUMN C-1 2" x 4" P.T. WED ';.":511CK W/1/4" X 3" "TAPCON " 6C741.1:5 19 4" FROM T1-4E ENDS 4 e IS" (.3.C. MAX. ELSEWHERE, EMBILir.)DED IN CAULKING 111.111.111 W!\ DOW/ DOOF' BUCK DETAIL IMPACT RESISTANT GLAZING OR STOW 61-UTTERS - CAULKING ALL AROUND 4" x 8" GONG CAP T. S. DRILL 6" INTO EXISTING WALL AND SET *4 X12" DOWEL IN EPDXY GROUT * or.c. - -(EXISTING) CONC. TIE BEAM (EXISTING CONCRETE OR MASONRY WALL BRICKMOLD STUCCO ON CONC. BLOCK IX4 P,T. FURRING W/ 1/2" GYP. le WOOD CASING CE35 LJALL REI\FORCE 0-2 DRILL 6." INTO EXIST. TIE BEAM \ UV EPDXY MIX (TYP) FLLE GROUT 4 4 CONE EXISTING FOOTING Ne PL. YUJOOD VENT. PIPE -SEALANT UJ/ 3000 F'SI I 20 Ra T DETAIL SCALD 3/4": ATTACH UNIT TNRU WOOD BUCK LW 3/16" X 2 1/4" TAPCON ANCHORS • 12" QC, AND 3" FROM EACH END. MNIMUM11/4'' EMBEDMENT (VERIFY PRODUCT APPROVALS) DOOR STOP ATTACHED WITH 11/2" STAPLES *12" O.C. WHEN NOT A RABETTED JAMB 2X4 BUCK CONT.L1J/ 1 V2" CAE HARDENED NAILS 412" Oa. WIDTH EQUAL TO WIDTH OP DOOR JAMS EXTERIOR SWIG DOOR BUCK 1 1/2" 1 GALVANIZED METAL CAP APPROVED Roar (TILE OR OTHER) TERVINATION DTAIL T1N.\.C::!:, 2X4 DOUESLE TOP PLATO NON- BEAMING 2X4 L • STUDS AT 16" I/2" GYPSUM WALL DOARO ON BOTH SIDES FATENED W/ SCREWS NOT MORZ THAN NOTE : 1/2A.8. UJ/ 3"EMB. INTO (EXISTING SLAB 7 W/ 3"X3"WASHER SPACED AT 24"C.C, TYPICAL PARTITION DETAIL (BATHROOM ONLY) ><E3 . Th•-lICKENEE) EDGE 4 *5 CONT. 4"61-41:3 4 '' CONT. © NOSE # #5 @ 12" 0.C. 10" X 10"V 2 # 4 CONT. DRAWN BY: SCALE': DESIGN 2004 PRODUCTIONS EB 9E344 P.N G0230E3900335 513054-0. 01 01315 Armando J. auatoe-F) 414 4411 N.W. 36 s SUITE ** 206 MIAMI SPRINGS ..--- LOIR11:)4 33166 F ( 305)-6363 9421 Fk ( 305).43E33 940) F4>< (305) rF33-42 E - NIA IL D2004eBELL6OUTN.NE REVISION 0 Sic i _ . - - 77 - -------- --s-------- C.4 " 4 1 ,, ) 4j C ' 1 1.x4. • e: ..._ 141 VN , ,,.1 E-- 0 • `.,E1 , DESING 2004 MARCIA-2005 6kEt 5. CONSTRUCCION DETAILS w .. 72 d 1 1 n 0 7 .7 C J !"4. :: O < 0 I-- - > (1) Pi 0 cl0 Z al 0 1 V' fi II I4 -ILI pz LH - LH Z II U :RAIN ST: DESING 2004 SCALE: MARCH -2005 SHEET 'o: PLUMBING PLAN I F..„._ 1 BAT -4 I UP BED ROOM SCALE: 1/4 " :1' -0" CLOSET DINNING ROOM L+P FLUME3 !NC- PLAN LINEN LIVING ROOM CLOSET KITCHEN SINK BED ROOM CLOSET PORCH EXISTING COVER PATIO r v SCOPE OF WORK EXISTING 2" VTR TO BE RELOCATED EXISTING TOILET PIPE TO BE RELOCATE EXISTING SHOWER PIPE TO BE RELOCA D NEW PIPE (2 ") TO NEW SHOWER 2 / , EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL. PATIO 5 1/2" 1/2" 1/2" - TO W4 'HER )(3 MACHIN1E ;t0 NEUJ SHOWER ))( 3 y TO MOP SINK 3 OINT ION MOP SINK 2" (2 FU) EXISTING TO REMAIN BATHTUB 2" 2 FU 2 1/2 C.W. UP OILET NEW 2" vTR C.O. 2" VTR G.D. 15" 2 PU LAv. 3" (NEW)) 4 FU TOILET (EXISTING) 3" SEWER (I 2 FU) NOTES: 1. ALL PLUMBING SHALL. BE DONE IN ACCORDANCE WITH ALL i=ERTAINING CODES AND ORDINANCES WAVING JURISDICTION. 2. PLUME3ING CONTRACTOR SHALL PAY ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQU I I RE D. 3. SUBMIIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OP ALL EQUIPMENT, MATERIALS AND (LAYOUTS PRIOR TO INSTALLATION. 4. FURNISH AND INSTALL BATI -(ROOM FIXTURES AS SPECIFIED (BY ENGINEER). 5. PLUMIBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND (WORKMANSHIP FOR A PERIOD OP ONE YEAR FROM DATE OP ACCEPTANCE. 6. EAC4 - BATHROOM GROUP SHALL BE PROVIDED WITH WATER HAMMER AS PER FLORIDA RIDA BUILDING CODE. 1. PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE. 8. WHERIEVER DISSIMILAR METALS ARE TO BE JOINED, A DI- ELECTRIC FITTING SHALL BE F'ROVIDED TO CONNECT BOTH TYPES OF PIPES. e. PIPER. A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE "L" COPPER 51:ELOW GROUND AND TYPE "M" COPPER ABOVE GROUND. B. SANITARY WASTE AND VENT 4" AND SMALLER SHALL BE PVC SOIL PIPE. C. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTINGS. D. SltORNI LINES SHALL BE SAME AS FOR SANITARY SYSTEM. 10. THERE SHALL 133E NO JOINTS IN WATER LINES BELOW SLAB. 11. PROVIDE ANTI -SCALP DIVERTORS a ALL SHOWERS AND TUBS. ray CONNEC FIXTURE LAVATORY SINK SHOWER COLD WATER 1/2" 1/2" I /2" 4 LU4LL TYPICAL CLEANOUT DETAIL N.T.S. TO BE CONNECTED TO THE EXISTING SEWER LINES MIN. 1/8" SL SPECIAL PROVISIONS 1- UNDERGROUND WASTE LINES MINIMUM SIZE OF LINES 2"43 AFT. GRADE 3" AND ABOVE LINES 9 TAP/FT. GRADE 2- BATHTUB AND SHOWERS: PROVIDE ANTI - SCALDING VALVES 3- HOSE BIBBS: ALL H.B. I.UrTH VACUUM BREAKER VALVES FACE OF J./ALL LION 1✓IXTURE SCI- 4EDULE HOT WATER SANITARY 1/2" 11/4' 1/2" I I /2" 1/2" STAINLESS STEEL COVER SCREWED to tkREADED C.O. PLUG 2" 2 F.U. 1 DESIGN 2004 PRODUCTIONS ES # 9844 F.N G02308900335 513854 -0 01 01318 Armando J. Bustos -P 414 4411 N.W. 36 5T. SUITE # 206 MIAMI SPRINGS FLORIDA 33166 P4-4. ( 305) -803 9421 PN. ( 305) -883 9401 AX (305) 803 -4212 E -MAIL D2004 REVISION BY: PNL AMPS VOLTAGE CKTS WIRE PHASE MAIN MOUNT TYPE A 150 120/240 32 3 1 LUGS SURF. j U LOAD CENTER CKT No. WIRE COND INCH CKT BKR SERVING CKT No. WIRE COND INCH CKT BKR SERVING POLE AMPS POLE AMPS 1 6 3/4 2 60 ANU"I f 8T. HTR (0.9KW 4 10 W) 2 14 1/2 1 15 GLIGNT 3 4 14 i/2 1 15 GLIGNT 5 10 V2 2 25 WATER NEATER !0 1/2 2 30 [DRYER 1 8 9 6 3/4 2 50 RANGE 10 12 I/2 I 20 REFRIGERATOR 12 12 1/2 I 20 SMALL APPLIANCES - 11 13 12 I/2 2 20 0184WASHER 14 12 1/2 1 20 SMALL APPLIANCES 15 I2 1/2 2 20 3AR S. DISPOSAL 16 1 1/2 1 20 MICROWAVE 11 12 !/2 1 20 WASHER le, 14 1/2 1 15 GLIGNT 19 t4 1/2 1 15 GLIGNT 20 t4 1/2 1 15 GLIGNT 21 14 !/2 1 12= ` : ;), - -.- i, 15 01: -5 '(;.0 01A 22 14 1/2 1 15 GLIGNT (NEW) 23 r I/2 1 1" GFI 24 11 0 . I/ 4 2 POOL PUMP 25 i i1 SPACE 26; GENERAL LIGHTING LOAD + 2,410.44 SQ. FT. x 3 W 1 SP. = 1.41 KW REVISION BY: \ 5-3 - �.� a .0 . 0, „, ) i 1 ,_, :n ,,.,., _5- ------ j U e 2 S :1 Q� 7AWN BY: C.P :ALE: 'ATE: MARCH -2005 f' -re/ 1 1 (_J � � C �, » ! -ie ( UP ■ BATI-4 ( P )1'1'7T1 NC BED ROOM � C\ C ./ ) ' (— BAT{ -4"2 ELECTRICAL PL 4N SCALE: 1 /4 " :I' -0" 2I= NEW CIRCUIT 1 22: NEW CIRCUIT 3 23= NEW CIRCUIT GPI ( I.4 LA) ).9 c;) LIVING ROOM CtE -14 '-`t () BED ROOM KI TC4-IEN SINK BED ROOM 'PORCH EXISTING COVER PATIO (EXISTING) ELECTRICAL PANEL RELOCATED ELECTRICAL PANEL TO BE RELOCATED iii / / / / , EX19T!NG COL. PATIO EXISTING COL. PATIO ci) EXISTING COL. PATIO EXISTING COL. PATIO 1 21 i... 1 �T I ��T . j - = S \tou -��` (\p ow) 96'�Gt�� V Do-4 �o Roiat 1 EXISTING COL. PATIO g.r(rocAt r' Cho 4 I,I�1-1 d 4f pP i 2- -1'H k 1.1 L040 SCOPE OF WORK ( XISTING) ELECTRICAL_ PANEL_ TO ESE IELOCATEID Cf&) XIcT14t� GENERAL ELECTRICAL NOTES ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE 4 ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY TI-4E LANDLORD. ALL CONDUCTORS SHALL BE TW-4 OR TNUJN COPPER ALL EXPOSED CONDUITS SHALL BE RUN A5 NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL WIRING DEVICES SHALL BE LEVITON "DECOR4" SERIES Cr EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS OTHERWISE NOTED. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF TI-4E FIXTURE. ELECTRICAL CONTRACTORS SHALL COORDINATE 1-419 WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. (EXISTING) ELECTRICAL PANEL NEMA 3R METER/LOAD CENTER COMC3INATION _L =C. CONTINUOUS MONOLITHIC FOOTING "5 X 20' -0" MIN RESAR W/ GROUNDING CLAMP 3 #2/0 & 1#6 (GND) THWN CU 2" PVC CONDUIT RISER "4 COPPER GROUND WRE AGRAV "4 CU TO COLD WATER PIPE I F METAL PLUMBING SYSTEM 15 USE a ' COLD WATER PIPE (2) GROUNDING CLAMPS GRADE (2) 5/ O1'Xd0' -0" COPPER GROUND ROD I/2" ELECTRICAL PvC CONDUIT WIT1 -4 *4 CU WIRE SERVICE ENTRANCE CALCULATION (EXISTING) NEC TABLE 220 -30 2,470.44 sv ET 0 3 WAITS /sq FT TWO 20 AMP SMALL APPL CKT 0 RANGE DRYER DISHWASHER GARBAGE DISP. REFRIGERATORS WASHER POOL PUMP MICROWAVE TOTAL WITHOUT DEMAND KW - 1.4 1500 WATTS EACH _ 3.0 12.0 5.0 FIRST 10.0 KW 0 100% NEXT 33.2 KW 0 40% *AHU+STRIP HTR1 (0.9KW + 10.0KW X 0.65) TOTAL CONNECTED LOAD NEMA 3R 2P, 1 20/240 150 AMPS, 1 0000 A!C MAIN CKT BRK UNDERGROUND SERvICE ( EXISTING) FROM TRANSFORMER 2" CONDUIT. 1.2 0.7 1,4 1.5 2.5 1.0 35.7 10.0 14.2 7.4 31,6 WATTS TO AMPS (LINE): 31.6 /240V — 131.68 AMPS) FEEDER: CU 3 #2/0 & 1 #6 2" PVC NEC 310 15(b)(6) r'+ { (3 0) ) 88� c FAX (30) E -MAIL S4 -EET: DESIGN 2004 F R C UCT I ONS (Li 02308900335 513854 -0 01 01.318 Armando J. buatoa -p 4411 N.W. 36 51", MIAMI SPRINGS LCRIEDA n1(Pc SUITE # 206 P1-I. ( 305) -863 9421 D2004€BELLSOUTNNET 1 PNL AMPS VCJ CKTS WIRE PHASE MAIN MOUNT TYPE A 150 1W/240 32 3 1 LUGS SUR LOAD CENTER CKT No. WIRE CONC% INC114 CKT SKR SERVING CKT No, WIRE GONG INCH CKT BKR SERVING POLE AMPS POL AMPS 1 6 31/4 2 60 41 -I1,AI + ST. -Cr. (0.9KW + 10KUJ) 2 14 1/2 1 13 GLIGHT 3 4 14 1/2 1 15 GJ..IGNT 5 10 Ir /2 2 25 WATER NEATER 6 10 t/2 2 30 DRYER 1 a 9 6 5/=4 2 50 RANGE 10 12 1/2 t 20 REFRIGERATOR 11 12 12 1/2 1 20 SMALL APPLIANCES 13 12 1 2 20 p!BHWASHER 14 12 1/2 1 20 SMALL APPLIANCES 15 12 ,c: 2 20 GAPS. DISPOSAL 16 12 1/2 1 20 MICROWAVE 11 12 i'2 1 20 WASHER la 14 1/2 1 15 GLIGHT 19 14 14 1 1 5 GLIGNT 20 14 1/2 I 15 GLIGNT 21 14 A P h HI f 1 i ;g G1.IGNT (NEW) NEW BEDROOM 22 14 1/1 1 15 GLIGHT (NEW) 23 14 15 GFI 24 ' 1 A 1/1 2 POOL PUMP 25 SPACE 26 GENER>'\il. L'r� 4TING LOAD + 2,410.44 Q. T. x 3 W / S.F. = 1.41 KW REVISION BY: W A. 4 w H , A �i k a _ J a ! v J •• 1 - c• • 1 1 v 1 I 1 1 \ l_ =_ e2 DRAWN BY: CP SCALE: DATE: MARCH -2005 51 -1EET: • A� BED ROOM cPf CLOSET BATH , a►lir/arr 1 as DINNING ROOM 1" LINEN . 1 - 0 GXt5t1t4G1 ('N 1 G 1 BED ROOM LIVING ROOM CLOSET KI TC4EN fEM) SINK BED ROOM OPT 1 co CLOSET L 1 viiMP • i 2 1, (EXISTING) - -_ ELEGTRIGAI.r I°ANE� RELOCATED (1J W I. o ES GPM • Co W1'4. UP UP ELECTiRICAL PLAN i-\ 2 �E� l� ►� +� �N�O�Ziti1A i0 SCALE: 1/4".1 2k NEW CIRCUIT 1 22= NEW CIRCUIT 3 23= NEW CIRCUIT CFI POFCI -4 -- ELECTRICAL PANEL TO t3E RECOLATED SCOPE OF LOOK EXISTING COVER PATIO \ \\ / / / / , EXISTING COL. PATIO EXISTING COL. PATIO (EXISTING) ELECfi IRICAL PANEL TO BE E L OCATE EXISTING COL. PATIO EXISTING COL. PATIO EXISTING COL. PATIO c'IgCo01 t6 4 4 L41t - 461 ,/r;tir PP i art- .11 1160 Vim- 115 `hc tm-e ; , /� GENERAL ELECTRICAL NOTES ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE 4 ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TUJH OR THUJN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT 45 PO551BLE AND PAINTED TO MATCH COLOR OF 61.41ROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND At A MINIMUM DEPTH OF 24". FLEXIABLE CONDUIT SHALL SE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL UJIRINCx DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "AP.P. UNLESS OTHERWISE NOTED. ELECTRICAL POWER AND CONTROL WIRING FOR I-4VAC AND MECHANICAL EQUIPMENT .SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILINGS FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGE; OF THE FIXTURE. ELECTR(C,AL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LICsWTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. (EXISTING) ELECTRICAL PANEL TO REMAIN c 1 V; ETER UP NEMA 3R METER/LOAD CENTER COMBINATION CONTINUOUS MONOLITHIC FOOTING "5X - MIN REBAR W/ GROUNDING CLAMP ILC. RlSR 3 #2/0 & 1#6 (GND) y-- THWN CU 2" PVC CONDUIT *4 COPPER GROUND WRE — "4 CU TO COLD WATER PIPE IF METAL PLUMBING SYSTEM 1S USE AC;R! \V NEMA 3R, 2P, 120/240 150 AMPS, 10000 AIC MAIN CKT. BRK UNDERGROUND SERvtCE (EXISTING) FROM TRANSFORMER 2" CONDUIT. c COLD WATER PIPE (2) GROUNDING CLAMPS (2) 5/801'X10' -0" COPPER GROUND ROD (EX SERVICE ENTRANCE CALCULATION (EXISTING) NEC TABLE 220 -30 KW 2,470.44 SQ FT 0 3 WATTS /SQ FT 7.4 TWO 20 AMP SMALL APPL CKT ® 1500 WATTS EACH _ 3.0 RANGE _ 12.0 DRYER 5.0 DISHWASHER 1, 2 GARBAGE DISP. 0.7 REFRIGERATORS 1.4 WASHER 1.5 POOL PUMP 2.5 MICROWAVE 1.0 TOTAL WITHOUT DEMAND 35.7 FIRST 10.0 KW ® 100% 10.0 NEXT 33.2 KW ® 40% 14,2 *AHU+STRIP HTR1 (0.9KW + 10.0KW X 0,65) 7.4 TOTAL CONNECTED LOAD 31.6 1/2' ELECTRICAL PVC CONDUIT WITH 0 4 CU WIRE sT WATTS TO AMPS (LINE): 31.6 ) .6 /240V = 131.68 AMPS FEEDER: CU 3 #2/0 & 1 #6 2" PVC NEC 310- 15(b)(6) DESIGN 2004 PRODUCTIONS 602308900335 513854 -0 01 01318 armando J. buatos -p 4411 N.UJ. 36 S1", MIAMI SPRINGS FLORIDA SUITE *206 PH. ( 305) -863 `421 F (305) ea' ? Gt FIS.x (305) e 4212 E -MAIL D2004615ELLSOUTNNET