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PLANST. 71 m z CIO ‘3\ ric\fcti -Doc gs Z IN o EN Ci i :V y 13,ocKINer • ' AR'C Of 1K WIN OW R Of �lSTI S 1,oCAfI or NELJ rig .NG _J7ooR5 s IA. ) aC4 epook5 To ix\x vayf COO NTry C1,2 AI7R0 VAL. oftaNiNo To- .06 KO, rim LcA fl O n o Eta C t J7OC GO NGtZg-(E _4f5Ps ( aNC. CotuMN �zE „ O N k TFf p �5 oc 9 tNit∎6 it 5 To - pcx„k t E2 INTO T1 1 , cA i'1 fOUNR tON ' fl O N 61F) . 1'1 -n2d140 H 601•16 Ko? ►� 4I --3 FIA RKt NCTKgIF 1,2 IOL,?I N G A�u riI Nu M yoolz J AN -M1 RJfLON 2x2(G,,A )'P,T k k ' o y 3PC KI N 4 ' MO 1;91 NCT 5 o --- 45 Iz" ac. t WAY I oW (..1? IN-fo EX15r!N - 1INTO GoNcezr 61N6cLE *5 Teo ►JsLEp _DC 1z ( S7 1P rf4I1- NoT i N CALF LOT rf Efi s r ,c SURVEY OF L Or /. v,.,,� 4aL v,= Gpr i v o BLOCK 33 SUBDIVISION <. A,-, r n , n F '-> ''' d r O J 'A "/ N° R -5 5 E e. r i o N A /O. / ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO. ✓o PUBLIC RECORDS OF _ >,, AT PACE NO. 70 COUN FLORIDA. DATE: T4 ' /„..-3 / �> FU R : � �^n v L y a.c-K .K LOCATION SKETCH 1- o rA >£ •.' s • C A- M SCALE 1" .'(7'ep' / w %A k', i ` t. ; k E C F L LA, /f' ,v[Cr✓ // z iPorf•.rvf n.. i Q 3 '5 of) AL V..'l -Z 2S �S.Ly1"ZLt22Z GtzZT1 i' 1 a t, g o b - 3 . • I jUICX c rszrLZ_J D.0 0 �. 0 ' ✓c ' I hereby certify that this sketch of survey of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction. I further certify that this survey meets the minimum requirements adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. There are n. ncroFchments, R gistiged Engin (. $ggisCered Land State of Florida '!n o,i' v. z• '• LOT MTA1lf KA$ 11" • _ >o' • { 41 • • t 1 • C.GV -c :. �jL c ■1/4 • 1.1_ _ N ; 1 " MATc -i-t :x.:1 ' k fG F•4 1 - T 1 !'AA' •-r cr .. .• - r i t 4 l ' 4 . r T - ,n ••• f . • t • l : s 1 -- 1. r , !' 1 •••• ' \\ ' y M/ N ��.'• .4•'� �,1i - C_ • 41,Q '..��` �r1 I ' 1 } • c • �1 1 t om . ___ '., 1 � : M 4 \ f., Y., I *.1L _ is ?� �.� _, °ate.►:_ � -- i • ` • _ 1 '' - • • •, 1 ,t ' 4 It •: :, _. 1 h• f • - ( - ,\ /1 L 1 { " 4 1 1�1 ' j; 1 4. j 4 - +� ` / r 'J ,',4 . - - Ar7 r 1, . •^.11 • 4',4 � -) • \ r 1 t1 t 2�� 1 • c . _ T r. ,,_4 N r =7i l � . i 0 ■ '1` 4 't- . . j 1 a • .. : J; • 1 0 - '-1 ♦1 i t). V ' 5 .':- .: .• 1\17.\L i�A \ <QF - `St ' C{ i : � MA "t< •-• F tir 44-4-4-4.-- L r t; -1 L J Z LAC T R1 C.. r • co. w Ci 1 hAD.,,.., 1 K 1 1 .9' ;- 112;7 : : L .� '-+- J' ' \ "4.7. 'J ^G�ttiLr 1i `�C �{�q 1 1�?!•.1 'A L. K , A ■t.■ vv_„A - r vAD. GUUV 7 \! r A 3bv 1 `' 1 !\i i- CIS< *n � ; 1G,,.a U 1' P QS.."-‘C r;:..C.) V. .+! 144. ;�' tv �.. � I L. 1 1 L t=.y.1» - %' �, Roo 7- t;A L T1t RG �'"1c� 1'�T/�`r' =K1 <� l''. cw\-1 -G4 N1. 4c..) SSC: s 4. 7 ,r t ; tC1 , , la , «, _ � i A t■1 t) PLASTER . awl "l i'.1.SL�Ga \' LI-L ' =`r .� �G �,� ?L 1 + 'C !� R A ; 1 a �I Z . _a 5',V\G)o_•_ _ "; W 1'��{ �r !Jr QZ = . \\it N!JQ\V5- AL-USA AWNi;'`1C .1 Pc- V•aRT W V S.1.1T- \\i t J1.L`.S" L C 1 tYM1C i lLE• �5 �:YrMTIL.� CUt<� V \■1 - LC >►n�; r>: S�tC•��r:2. - :Gtr AfAZ 4,\4pW R \v aLL ", � rJ cr-1,..0.1 - Gov 1D£ n•,; ••15 7•LL "r3 " :M I q r r23 VAra T�1 ALL 1TF- A`_' 'v ;\\;!.1 cr <. AM' 5= �v' cS - Nv Ir,1`a rr �• CA - .. -),..y �RGVI AS17 1'\1 ALL I ;�A"'t -+ +K "•,,'? ;e [-� 1, \ _ ... C �L� `t l \ \,' N ',rte �:i -\ 1. .) > •• €W "✓ �,'" l �. SUMP L;_ aN r7`�AtJ�>�)�� � � J� T- -x\1 %'t?O\! 1'JE A 1 " , 17 i►�;:l. 4LL. �' �b !,«1.�T" ! ' ' A \; }� u,. ,s ORA1•1 �L A'z 51!- w !"'DLL \`vt&;,""'"� 7. \\ "4 It , A\ x1;1\1 ba A c ‘4 � , \, ` t b!. (::)1 .CaM , \•■ F.'.w APy 1 \\.! ! 'v11 G ^ 51 -!QH€ � v v f � 1.t � � + "H . rL�Jr� •Clrti?�l.F' � =_1 \ :.1" 1.'` r.[�1� A.. \C: �_ , tl !\` 1- ' y4. - 441-.N �_' „ ►,t, c ,_ , ^C1\ L_ 1 L Mao x . .c • y. ; t l 0 ; II 1 - r - t r_. P 11 2 4 .. A.~4-+ A LL I i 1 L x s_, !v` . ` 4 T='C -<.: i ;? \-' e c THEE PLANS ARE APPROVED FUR ISSUAIGE O.: A BUILDING PERMIT WITH V { RIM1NCES '(T .-� � L VARIANCES 1 � [� , � } (�1 l A..(1 !'E(") ':.'STED IN "REMARKS" 1 NO OTHER DE'lIATIO S Fir 1 I 'r ^ ' ' S ^ •E : BUILDING A 'D ZONING ORDINANCES w € BE PE., r-r .111T t+ 1- CP {:,t F, "L Y LISTED BELOW. 1 ALL DT!-1ER .APP' 1CAB' E STf;TE r1;:D CO}.(,;7'€' LA',S MUST BE COMPLIED WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WOKS POLICE DEPARTME;;i BUILDING DIRECTOR PLANNING & VILLAGE COUNCIL PRELIMINARY: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BU1'_DI O i - ?: �� BY MIAMI SHORES VILLAGE IS REQU `;';! T E U • r R SUB CONTRACTORS TNG REGULATIONS WHETHER OR NOT T SPECIFICALLY INDICATE .1-1EZ1N. • nl 1 it s I ■ T : "aE. c- ! . Ai, 1 . • DEPT. OF ENVIRONMENTAL RESOURCES MANAGEMENT METROPOLITAN DADE COUNTY ENVIRONMENTAL FACIL IES ONLY P-RO "D D'€t^ { 41 ti 7 CC Z1 L 1 4 4 �1+ i1. • 111 • L.1 4 )2AD ROOF 15 VC LOAD 3" 0 psr I:AD CELG 1.0?" TAL 55P 4 .1UNIT ST,1ESS INCREASE • r .t A MON EX CCEIPORATiON 351 KlE. 1855t. N. tvlicrni Beach, Flo. 33162 J /;Gved f;' A' Ncx .... Rog. Eno. ?3658 .4 t FL ex.3icN:1) .&LE TYPE SPAN • PI TC 1 ' - Y I • N T S FINK 33 - ' 6: l 2 E3 ATE Cei D M.Y.I. 1 5 -9r74 .:.A\s/ . NG NO. 0. 3083-9 ".-."--,- .".. cw".. - ...4 , •_ . -,...- --- ....--.. '''. '-- .4 ' • f 4'4 t i . ,- . • 411 - .• 3 6.J 3.50 is Is 'to i•33) 24 .03•5a is ' ,.'• .... ,, 7 .,. AI DRIED KILN opt to . • TOP BOTTOM TOP • BOTTOM . DENSE 5EL9STR•SJUTif. Pltie +31'11" +32' 9" .32' 9" +32' 9" SELECT STR. SauTHERN PINE •33* 6%* +32' 9" +31' a. +32* 9 tta. 1 ou45E. sot piNE •33* 9" •32.• 9" +31* 6" +32' 9" NUtiBER 1 SatintE.F.N PINE •29 2" 32' 9" •3a* 1" •32* 9" NJ. 2 Or.v.15E SevrataN PINS +28' Et" 32' 9" +29' V +32' 9" .. N 1113ER 2 so ura En+ PINE 26' 5" 32' 9' .+28' 2" 32' 9" 1 1■Tote: WEE' men;:er SOUTHERN PINE. Camber- 1/8" per Spacing at 2°-0" HEE.L PLATE Plate Size Max. Span. 3x6 33'-1" . 3x5 32'-3" POST APR. '77' DSGN. STR. • . . 2x4 #3 Hem-Fir,. Douglas-fir' or of.truss span. o.c. Max. ' .9 .t. 1.5x3 P . ...•••••••7 ...&•"1-ry."----,--4-4sr."-..4"-".1'W.'.-.',-r77-- • -www fad! C••••[1:4 IL•14 .fl. 2 Z_!„/ 014. 1, owg• • ■•• I•C• 4www4 w 4.4 wOw w• '0 '44 WA 4..4 4 , w49 go v wwt tut 44. ■■ 04•044 44 AI 4(••4•44 •.• 4,01•44 ki• 4444. •4 5x4 PL 12 . L/16t. 4 ,1•1• . 4. .1C A•ItI 110, (44..M •• • 4.:ARAf .14 NA tut* .4. 1' • all (V? ,••••••cl *SA 411 I. • 4 .4 ti'. .4.4 P.... • s ••4 0.:.•• • ■,..• ••••••••••:• •- Salt•I• 4 • ••.,••••-i 4, • 04..1; Z.48 toi" 4 1..... 44.41 *.*1.4.U$ 14. 44 .... do, •Al ••••••• d • .• mar...4 • .1 •••••••••=•••••••••••••••••••••••••••••••••■ twwwwwww.............•••••••••••••••• •••••■•• •••••• 18 • IQ MOM( "fInii • II • ••• • • .0. 4 wawattrq ww.".• 4.- , . • ••.• Truss Symmetricql Except as Shown. r3.89 fr4 3x6 PL 1 L/12 •.axl 1 - L 4 ax 5" (One Perm31:tecil_ (Optional Bcttom Sp!), . / ,••■•■•■■• • •11•••••••••••••••■•••••••••••••••••••••.• ••••••• • • • .JnnECTQa PLATE i Ni( "t %(i`Ct 1YYt MA!Vf ACTURtD • EV et;,wt X COt`•'OAAT.Ot• 1,11OM IO CAJGE (udtES6 OT'tM WIS4 SMCMNE CA01A002E3 srtf.. • • ]RAcmGSa T .s O: S•GN is f0tt TRV:S f ApRiCAT■ON OntY, ♦ f0I Ik hMAn(Nr AN3 TC•J'O.ANY YXAhN• IS Ai. WAYS AE (Walt 01 CI.ASV1.1 SV•LD.NCi tnCINECR CR APC.ctt rtATr A..t 10 Js Sy% (tl.c +itftt Cf 101.14 b. :JO 1 AVd.l' K AV) D SE l (LO f•. nit 1.i: 1 TI•c* uNt -t. It IN THE NCO:. OCSI.:N STANOAR;:S GOY ORM i /I Tt. f,CAnonS {OA $T.+CSS GRACE .4.4••■1 t•n tiic• •ti•E t• A' ORAL Ott N .VC tl• R ,YO 1T$ /f.:'tn•A4S. • rlN1run G . T'cT.a cyaeo NuM.e.s.C? 2 C� I� t soc r•. / fW /E 40/7 G. GI - NVM C•e 2 •durNG.0.;IY , 4W4 1 � �/G .•'�..Z E¢V /.QUO 4!o: • t;AoiN, tPSf SPACING 2.0' O•C• TC? CHCRO L1YE f' T.' Cr.;SO CERO • • ALLC;1R3LE SIAM 5O1TC3 ceCR0 1U.0 14. fQ 4,+ fine TJT „L MO -LOPOING C0.44 Z xi V . r t..s.l.�_. -._. .. ....w y s ..n•,r aa_ +. - +r�r3 • 2. _x(14_ �2.5r4� 1 e- o 9t4X - i t T. 1 /21 o'r SCntE • s * FICTIVE riEr6Ei' 4 • fi• =`fit .�.. • : 2x� • vEericg c c,t rl jC p%lMUM OVG,e 1 3 1 01 3.x4, 4 m . .1x2' -o' 101170 -4G j e. 20' o fd , oilsee �O NEDSGN.474Ecvjr u D es e'6 rNBj.2) :S w / /2/.�I.:k5 70/0c ovt ..,....... • V.4 Ley- r,2O. S CONNFcTJc /✓ C / 3 1 .1 1 1 1 1 1 t• I I I I J L 1 ”" [.- I I 4 11' _ F *-- --f - i - -' • - - 1 --1 • i if 1 /4 - 1" \ '-'- v - 4;..: -;-.) , ',:_',1.5 p \ ., /' r 1__. -- 1 - "+"7 -- 1 i \ `- 11 MONEX CONPLFCTOR FGR r^NEX CO3P. RE0. 0 2 nit Lt 0r ✓6 /2d .V4/: /C. -,:r of j c u4 3CE En/0 CE51N C of • OT CNEC <EC br ,,1r;yl ^,f'iTE 3 AT ORAN I N ' i " f N3 • " // 2 c. ti r :: eur,TC �t A•74-rit-IL/"-'7 nLar0 kc.Q.s 1-4 TRw.erc e-c•e., s 4';',.^..:: e. 4/ ( 4-7 ..,,,•; ,...,* re.4. tle 44// ;....:1:; .4 /441 12,rO Zr .3 :3" • , cr:. ,# :V ...,? 6- ..e...,,-.; 1 3 f. 4° ../t.r.' a 2 / CEWS'ir0 a••••8' . 4 = 7' A•74-rit-IL/"-'7 nLar0 kc.Q.s ....,. .c,....r.,.. ..,,,•; ,...,* re.4. • O 12,rO Zr ••• C F.W.5* t."- 9 4!..t,' "•!../ 4=a' "17.17:i-s „..-,...... dr 3 o'r 3•:. Ct/co' 3t5 ' Yt's A ar 't• ;7•% : --- ,Yr EP - 71 - r;:g • • 7 : r 7;77.1. 7 4..) ard -54 e .. ..7i 7 . - 2." 3: t-_ - ?..,: r 5# - 0 - I - 7 - . ,574Tv7.• • xx•-•.-••••• ......•■•, ' • , I t :... ' C .- ,•••••■•■••• • I CONNECTOR PI.ATG$ AM MOINE% • N 1 VI'S kvon.liAtTuRED P1,A1 Es ARE To te i...I.t.CG 04 /Kong I iCA,G CP tY NONE% CORPORATION PROM 20 C.AvG1 tuNtEsS OrriLlt• Il tp : ` ■ • MINIMUI GRACE Cr LUMBER - 1 wist smoAN/ 4. STEEL. i/ONSI AVOit.kO KNOT'S &'-G DIE.T °ATE 3 1.1%A.:14,10•\1: TO ■ i • V. ao/70/4 cAdeg.r) 4 2 4ov/wilier/ /VV 1 st • • 1 saAc,NLs: This olsocm 1 1 EON TIN% IA A 'CATION GNLY. 111 tlto f IRMN• 10.:41 s..ATI... TEG 'yr ARG e0 roi 4 trit JOE 0 . ... a. pa PC AMANEN1' Al.0 TEMeORAAYSAACato.) floa•444 4 AL, Cr4S/G*frio..15.4POS GONFORt.. wiTi4 fc.41:1AE 0E4 CM .1 • - . WAYS AtOWNEDI COhf%A.T aveLmNa chciNLEA o*AAcksincr. PiCATIONG FOR STRESS CRAOG ULICE 3 OS f/sTENiNt4. .....-.......-.....-.........-..---• 4 • •ZL 4A r GOD •LS 243 _IL a • a ... I 7/-8' m.4.riAtupi) /6. I .1 Ich-A -11 tor.t.s44 acc A.WW Z..40 • wiJEP1 4 va4 11;o7/ , Za a.rcedag 9:10 (N4•14F0 1NP G 144•44) 1 L' diOeg 1\*/ L014 41.44:40 ro .4Ce ///d, ge NiJ ..1:•• 0 7 AWL fa 1Q 7Tha OlOg4) .40f4ce,vr mars (se esellt °Xs?) 41/2'15N4 5 fee614 •4L vzeriC•44 41EM35k 44 - .3•04 .s/coo c . 4r CC.' ON CaNtZ/(ri : paws es ssie. Pre 444A. • vaNIt oft herNa .4.5RCALIIRG ! LCAOINO (PSF) SPACIN2 2.0' O.C. SCALE , TCP Cm0R0 Live 304 1 TOP Cm0R0 CIA0 15.0 ALLUI5Le SIAM I eCaTai Cti3R3 . 104 INC • t OR .SHORT TIP • t sELLS? ACT 14 liERSER c TOTAL ,......- _-7_--_'. -- 7:-; =7- -.. - .T.: - ... , _ . ... 411 ------ -:' - i-4 z. ...., i r• ■ • r • : • CONIINUO VS 4344.4/N6 ls.P. 910\1S.0. V . AS 00 IG .3 SCOI.VVV-Op, z N;.0 ..\\....O. ,C1,rv?1-.f.,j:-1_ h27),,;,\-..-_-.,'.4;-,,,. C rc'E .2.---- ' —., 1 ...1 0- f:3; sitafz,s_ 9i , o f_cou ck-c1130 • ••• •.. •MONEX CONNECTOR SYSTEM aeoppzo 4:NO 44:14/Z _ • sty e.4 r//./ s' - 7 4 ! Pm.40.4, 1 1.:. -.,. .gv. 1 1 14%.4 13 4/4,pc,o; J • , C•440 • - 1, .5",r o..e.:•444/ )'//' CE ON .0 4 • 47.4•4441..; t...ei.4* n4t.cS 1.0•044.944 Ai tp_ . .die v iz.-a:4 ... ' reus.rZle, . • • z wt. 6 rire'Vnt•Cif i'V;41.jeir P f eiAr 4.1 +We: ' • ' , I- ‘ i , ., - t. , , :t f , / Re0.6:0.1NWA rCi , ars•ox • SI• t • . • ad • 1 •••■• • .15= / 7 - 7 CES1041C 6 4 :74c 4 ChECR :t• df •.0 CATE . • 13,.:415 lizip /2/76 • n1NTnG'n GRADE Oh . d Toy G /Gs/;" Roar /KG 4:41 740 NERVY ?Of //Y6 2♦ C Top L /S /-/P 001/N5 2r r0 °NE-•;Vy4 0(4i /S _ 2.4 4 /e • oFj:•�/v�9G b iz ?. %! ' RN o o 3% (44 d VB'Q.4 ,*4 24 244/CS. -- 244,d_ I Q& 7072. O /F.f'N4A1 . . a/0 V.°.2/14N6 at O' 0Vegi/.4M6 • — coNc,cd 74" 7%E e E- M7.°vca0 Z.r 4 G: Cf.F . -"1rcn ro r /E. L.3 s.4M W/ TN %2' (� �GTu 3 O' O.C i.lv.e.c2/c.4NE CUP (6yor'/E.� ) G �� fL0R10A 13653 OtSIG.t0 a.r tic b "; MY/ wAJE n5r15 DA;:%i . C rip ro POST APR. ' I "l' D •N, SJ LOADING t SF1 SPACING 2.0• " SCALE . 1 = L - IC? CnR3 V1VE 33.0 /CA (",R3 GEAR 1S.3 ALLOAA84E STRES enTGY C4RO *' f ` 4 14. Pv1 a Y G St TIME [ �„ 5 - TOTAL 0 t. 3!h, eura 33 y AC rsEMSER L INCCIQRPL.AiL `SAItT,'A(/'.iA 77,7:1URl0 %IONIAN l QRATIGN E IICIM JO (AVG., (VNLESS OTHLR ... C :•10Y.N► CALVANIZCD STEEL.. IIRAUNGS: TR4 DCSIGN If FOR TRVSS f ♦1RICATION 'OA 11RtAANCNI AND TEMPORARY SAAC.NG (A HIGH IS Al• • WAYS REQUIRED) CONSULT DWLO0.6 ENG•A1ER GR ARCH.TECT. - A 2 x /4 CP w OGE Q z4 TO 561 — •.0K .P.V•S'Nd -- YLAll'. I.11l 1'1 1.1 .?:.I /•I 11 l) 1, SYR'.IM 1 1 .l' h'• lY 4t '.l l'. 1! ••:1`. SIONS1 AV.j01•J•.G 14.'4,15 AND UI:.T I .ViY bE k (t U f l' #..Y TOGU'ILR L AT0. TEE IN THE WOO). CASI IN ST ANOAP D$ CCA•CRM w.TH NA' I MAL DESIGN SPECI- fICAT.ONS FGR STRESS GPA:,E LUM,LA ••.0 ITS APTRUYE3 - MR tGNEK Cot?. BEOsENG 0.13SSS ?t. I)I'. i T. Y.:Goil T. TO • E•JOiOLiD /rG,t .-- . - ! i _ R . FC - r3 v.i.,F• .$ , OEr.4 /L t /WW 6 r4LC J , 0Z. - 1�or .'8 •SrR•4// •NCNO2 a(Nr. av roll c s/ 0 .. = ( 7p' !•n?C/S51 (N'q /Lao w/ , /6J,/.4i6S):aNavC0 .34 pRoWnao ry 4 4Ct1 • ecallor otter r.noroa OM not tat parin Elect;on ts acing orall tar instel'irra to !rokl eta tr.as tr■:e spa er4 in tee cson ter<tal, ;eara'Arsaart faVS 5a tee.. and ottror por t. n-wont corfao. eats ad.h es pi; ra aridlor ttrothint, cior to ri t 4 c-arrIrr'es roof airrAtias, ate in Wat•. All &octal, and povr scarf to wino arTalt co.riety Irlteed ofrd ad tom Porn atalened rata pace tefore .apoketon airy . k,et cto tarc‘cto.iror y-0,1 a o not ito ■espontSb.tity of tl trvis fatokstor, 121,3 rles:2ree, nOt rin,t )0:ate. Parr • Orettic-1 itutstro c 31. trx.erl to seek pi ofelvor el a/yrr or e-ger,ni ettion tatc;na ok'c's aitys reovia to giatsieit tocralrxra errr.i Orarn;trorai , ,,awrial erection ard perrrar eat taxino ofrich rney to raou'r"ied apixcara Wcavos. n Tn.aNs staff to rara;:eri E NO faster of in a:otst ac:4 crOition. Vol'oro rio st,cothing 4 aopred cOrcm/y to too ctior :is, tray ittait to La arcod a 3' 0°' o.c rrox. IV? r:* 1.44 ceirel 4 r.orx'el at it tly to bottom —ri.gatsiarrtOretkr=.Woutra.ara..ta....tosa itioglr.taarltrtaatAaR, ---%attvx,'Itaez&isitorsomograe IlANOLINO EilECTION & ENORAL INFORMAff014 co,. 4.411 t trac;:red et et lmas i ta Arc . age thia.att (afetkts exectIns. Cr trul.es ct-erl.soneats un'cet.r.o, :toeing *ad Ye" c*** 1 41 001V4.0.44 0' 4 Fe( VA et *44 0 t• OAS S It CA re ir• te tki evx rkn bioc;rig vOlich r is...,:emte goikt (r4)914ial Cf4 ak.ftlingW) dpittlia.U1 brqci WtiRti reouitca i''1- 1'11.4;f 419116* v44(tt(Vantip40tnttci in 4sfre)10) f rt d; :;: t 14/ 14 cT 'A' lin i; 0 ti (H 4 :$ let i t % til bco 'cb4, ,e )f i b e4 Viry °1 k e d:9 , ii:, 141110:40 to$ 50 V'14 U$-‘A eAV.14 ''HG1 1P. At EACO (NO. FAWN WITH t3) • . 14J,Nget'stgAp raioe into iqvci HMLIG CI FAA $4e WIN c-;'. ij 4, L8. {,(4A.Ri(u) LoAa finiff tActi $Pgtlito aY tpUut WO (0 Anitit(Cf (NGINitit Cs-W(0E jlf tXiWN PtOwvoikis Fort Mt arA" WA4 (4)UNPATION4 _CONOITIOLA it) &oat .* • ...a...a.... ,......,.................--............ Lare knI exCtaarNe dat eige. thords, try t an ti tgitted H $G 0" .1,c. max. tn. saes a? ad . Yandtcri waste roroOrob4 cao ctrai,--1 orestion to t>.ac s erection Ira torrporary t7et a fol?roko. Across too aoylo d foot on tor:tor. Avoos flotiorao ChOrelt — 12 foot on tenter. Outing Oro entail corotruction pet 'rod. ttit tOc traotOf at' all prookla ;poor o foe tr,ler d tt 11. VWI of corsoortratNi ts a 0.410: it e capooiry of boy :nom or•dkif otter cOnvoriont. 4 nal excteded. no dtslo o f til•s 1),P.Ic kali tomponOnt :0 "ra 04Ciad3tx. MIN the cdrsor No art fOrOo f or eon. tto Ira of 4'14 corrroonortt 'in a conrp4to attutttei mr,ot to rot VA apfoftrotion a sr I Italtar o•aitc•ot or profttsFora) Nrgic tiff of stici comp4 to otri4c two. Any terse tsocIng tiottrigtaa bof!Oft, 4 fof bfikshit ; NI trait mecat4rt ill torriattazon. Addittorlit tor xi:" for 01 QV ea OS structure 0`4 of re1;0 for roof trugo .uith no ilo 4 if 0 rosporlibit;ty of th. C to prQvkle OtsqyAte porei.60 **t �e it !l tnittas wictt nr*.nirnwn otolo of iirl'pOt kat. t.a.V,tE VE.al4AL VtEaS OE 10 3t 3Mt) Vital' yr At ttflatti CO A99,Wit 141,103 4 CA44 10 W 4:40 1 t._ 1 "T' . . , , . . . , . . -----;....---,..r: ,.....--.... ..-..........................* .41,7, .-..-. 4.. .. ,- ..,..7,4'w..■ ...! , . . CONIFtAblOtb,.: ARCH1TEC ALES/VI A 108 ADOilE$$:X$A..4,1ef:_. 4, • LWAL 3) F4t a/.4111 i; • (J O i 9 11 Ai/ 1 • , , t HAY* VellIf?(0 OititisrPONS Ttt.)$$ UVOIsig %I WANG CATAttl. itft SHOP ORAi.YI,NO dkP11 I VAL of iftsses, ping, A. 8 EA ! Atf. 1 Ig. Atv0 A$4110 d 11 Ai $4•QtrO•f• contiac.,ssr : Corner ni versa! Trusses 438s.w. 79 courtf • MIAMI f 1,01119A 331.6$ PIK/NCO/674J zo7x DRAWN CHECKE0 BY OAT E -• cVliJC1,:i$ tt �w NamEteri -.a • : „ . 1 \\ 4" a (CikAmvi t1)yb;ri.1.1‹.6, . . 1 \\ [Jr: la 0 Ve‘ 6 r-L'eZ 9 rf., 1 l_Ntsivf..1.,Y?1 Q2. 9.:46 ‘1-> rt)P ("*Vt" 7.77..!• • ,* • • 01 1S \ -nK I / Wtis. riXt 3u40 E'rci‘ v4- ils? 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I _ • • • Is tS\%1 --- - r 1 - -: V ! rl t (:\c ti IA'. - 49 4 flkik-jkAkt.t k tAi ¶Z , ^1 r‘k_s 0' titt ie. \ y_ 1.14' r • C‘ •• CF:/0 17j r v.v.?. t.r Ai t, r, viA(15A EN& I PATIO A;terisk • k-1.00E- eARtkek_.'ntE rM rieD IA roa - rivat ONs% E4Y5 F. c1' Nis:1 MU tO., rl E. a 140113 $4, t__NrIt AMU 1A.PeSM.R. lqm\•/ •_,..(2) ti PURR LIN rvk vtit_Av,. I tl t.()': 5tAt'orvA 6:c;-1(:•=e.vrre:, Aw :&IMATze\Ni C.t..1•9 WI`WCW.1 r:RAVA1e. rtv- VatitIkki_l e\•lik15. eLN.a.lact.VA5t1-14;:: ttavi ;6t■TIA corAvk.IF.Tr.. e -Akc.: 4 V4?. Atli) S1.1•Will3 wfv.L. re." ci..11 Vag. - 1:44/x1%0t?l At ID rj\t,„t. 6 ,tt Em Ifs) vA \. 4_ QA.NV ‘1144‘.3 e/aY.A. Otti"N‘. r RN CAW tei erAit-tete.r) Mit‘) c ,Ntaet■ •=1 ILV t .e r k- 2.4 t!... kr- 9- ;\ re 1- Ai 1.V.,(Dt 'INN3Len t^ 'YL ■ . 0,, I-I t.1 0:IA136146 VtitY. . 1 rt -- rtz am L1s ) . , a 'Nil 1 4 . I-- sr-09,. %Jew A u•w ,..___ 0 ?4,5-...1---. --- - - t,:,r; 99 stp,,rrx 1"."26 77 • I0ts.t. 6-T.- - 111E 5*./v,A* 1111... \V }tb Ikt AiaAb vtAr 4at Ho 1 , ?./...-11e- r ilrtrfi V;'01-6 ree;?.›V.S.?'S er:4 1>Pi=e :<:out-Iry irtvewatistArt,eA r t I 1-)tiA) 1'V-0M 91:141.`1 f„).-/ ALL I remt, t :IS . tt.f.11\/ Cd7`, 67Ati5r »M' Aka 4fInAtArtZe“-.14, 1 R'/IGtIc Ant> 1t1/41i)VIssu.. V41CK i-s1X1‘)1 CcA-0`.4(\tAkvTal v4 11.1(1.-ur ..E., 4_,‘Avr_ MV 6`,\()VitlIt, P, Atv , 15(,) Ast%.) ■ t ULt A.rtt.> VONA '32 k0'. t , 1 t 0 t.1 N ktk r" 1 -ear { 'M() ••• ••• •••• a ". • •••• •• a • .a IV ir.)" rc \-1. t.51:4 6:441. (0 rc. t'Ae. T. OR. ZRA D'FOra 01 1 1REF.Met.t.s - 62 4 Colceie. Tim 5epric. +A 6) 1 - ÷ht. EK gen 1,)e1 Q.e4Afitwi c■-• RHIAci FILL •k o 4 As C4404.4) youe 6sx{ O'c - ‘a l t4141 5) - Z X 444VE LEA(b T1-L. C4J f Poc.t.cyr 6 , 119 ( '1 F ,, ,tAON[f: /NW) t-r\e;‘)1 I"; 'I (t' ALA. II"Et13-C4RftMr6rA RS(4K) VIV4 vt e - ys 7 64. 317g Str.14 2'(4:' Vel\s‘5,VI( rtv.) (2 7,44 .( /, 1- Pt 3 CtAt.... r.4"a-W r MM-'r4 All 4 At ?fit) tittir<4 t 4 400 1 •••• • • 1 .".. ••,. Ar• 4 __4 . F. ,_ 1F `/00 HilMs Ploy posseriCYNS Lo: 't 34" e 4-1tipo /-. Li■ril AHD let...Ai - • r. VAN W & F 1 veLrif3 Cs?, RV: 11..4./V4,1t Aro) \NJ/ N R M il ' fai _ . 4 t,„ t!st..tx. - 0‘..) CS11 1: 101A "TO re)1A rt:,to tw ‘+' t/J4-43 Io fareft ew\ r totl "A' 5EC:11(YNI Y g.b A VA1/9" 1121\1 ro? e: Nrit) uJ 1.1_1 LA A G uj z sr (NI ON (*)1E ••■ ;- • N) c 18' -0" 2x8 @ 16" EXTERIOR CMU WALL 32' -2" 12' -0" 2x8 @ 16" N N EXISTING BEARING BLOCKS NEW 2'- 0 "x2'- 0 "x0' -8" PRECAST PAD SCALE: 1 /8 " =1 -0" 34' -0" FOUNDATION PLAN / FIRST FLOOR 1 2' -0" / 10' -0" 2x8 @ 16" 0 2x8 @ 16" 1' 12' -6" 7' -4" NOTES: 1 - CONTRACTOR MUST INSPECT ALL FLOOR JOISTS AND REPLACE WITH NEW 2x8, FULL SPAN BETWEEN SUPPORTS. 2 - NEW PRECAST CONCRETE PAD TO HAVE A F'c = 2,500 PSI AT 28 DAYS. 3 - REBARS TO BE HIGH STRENGTH BILLET DEFORMED AS PER ASTM A -305, AND CONFORMING TO ASTM A -615 GRADE 60. 4 - NEW WOOD MEMBERS MUST BE SOUTHERN PINE WITH A MINIMUM VALUES AS FOLLOWS: Fb = 1,200 PSI Fv = 90 PSI E = 1,600,000 PSI 5 - ALL BOLTS MUST BE 3/4 "0 THRU BOLTS COMPLYING WITH ASTM A -307 OR BETTER. w U c0 Z CD rn r g an ND C o < Q c J rA2 go rrl z �v F� WZ �� PRJ. MNGR. F.E.H. DRAW'NG BY M.A.M. SCALE AS SHOWN DATE: 9 -04 -2002 ar• S -1 3x12 STUD —UP EACH SIDE EXISTING 2x8 ©16" O.C. FLOOR JOISTS (4) 3/4 "0 THRU BOLTS 1 O T EXISTING 2x10 O PRECAST 2'- 0 "x2' -0 "X0'8" PAD 3 #5 EACH WAY COMPACT SOIL BEFORE PLACING PAD FOUNDATION SECTION FLOOR DECK REMOVE PREVIOUS PIECE OF REPAIR WOOD AND PROVIDE FULL LENGTH, BETWEEN SUPPORTS, 2x10, NAILED TO EXIST. W/ (2) 16d NAILS © 6" O.C. (4) 3/4 "0 THRU BOLTS 3x12 STUD —UP EA SI 2x3 J16" 0.C. FLOOR JOISTS FLOOR DECK ADD NEW 2x10 TO EXISTING GIRDER (2) 16d NAILS AT 6" 0.C. 14 GA. CLIP W/ (4) 16d TO STUD —UP AND (2) 1/4 "0 TAPCONS TO PREAST PAD / FOUNDATION SECJION W U cs N M , o ° C ) L A Ln 0 0 0 O o ,- o N O csJ 0 LLJ U• g x PRJ, MNGR, F.E.H. DRAW NG BY M.A.M. SCALE AS SHOWN DATE 9 -04 -2002 S -2 0 tN }47.`v l 4 _ + �� TiON. / Y PiI: Ai Ttf • rc. ( hLG ? .� owl _z^r Vii" ;>� 4Li , 'l_ , 1 14 :/9 tvOT" T 'x( 2QJ1L 20,24 74 /' el S.j r • , ,11G r try 64 emil 'N.h '40'1644 't ,7`// 1 -C • 1 y, t,3 VFR1.V,I':;' , /PL Tz itifit` /. COL L f#P,S I9L ONLY. ,r ?f . 7",EXL T(J. & / /v. ON PERAMMEA/rS .`' sQ, EEL . 71.1 /A' 9 C4' Cott 4Ps ret � .S , ! /A '1.'> / , / <,'Af r 1ZZ. Cof,c,APs 4ES y l ON CCL44P.`R d. GS, �`i Mv$ r C,? /Fill' P. , 7/ /4 M 2 E/.'G r,',' Ol rf /: AWN/glG SLA Ar . r;i TO PI )Nn Nb REFER. f� PR /N f ; * 2 ,ON f' L" F_ F"of? Tf/ E A EN G/ EE RS SZ4 L FRON - \ �'5 -�* OIL tit 4 s^ Cars shall bo ssurcs•d 4 411 runt§ to vectid slarr sge thdO. (ass hstriti.st unkrodIrl. sto6 Ctc;r. I trt4sts sr1,'ne ot sr %6134 uonspotests shoN tc,t to ;srm Creston bong s4/1 t. itsfd"orf a 1'108 eir ttuss (..AO plumb ond n :of' corslivt attil,;•etir Etps t. if.ac;t11 h ott,e/ gait 4cb3t I:-covat ents, sioit p4rtits istsd'or sheachi, d , tor tr'butir (3 (hi 1'44.7 con■pteto root strothat, ate . p'oca. All b■Otti31 4r4 ;writ:4ra tsocIti staff ,v'etedy :tote% sr,1 ail tOrtspOrents pirctst4ney Theis:A :c Voce I:01gs th* asp:kat:on a sny 0, wreght 34 1_ arktOrs. FOP" twocir4 i rs.A th* revottAsI;ty 4 she truts clef-serf, truss desIcar sr. nor pOts rrwufacta sr. Pettor I stestitis crt,Isss we tau totel to scsk presssio,^il cods:o. rt-govd:01 eteA.II-on Ist,c;:. I rsts:ch s alst.ess te-w4c1 to Tiev6tt tOppftr. 4 Soct.:PoInd tk.rIty sstction rod perriv art brtrota 4,1Us ty 1 riqu'oed vo, spaket 14 an t. emoted o)i Tisterssf 41 • it sIaht art3 3Nr( Poit:Dro• ktiNoo rte $"Icat.% :$ NI:X(4 cdrscey to too c.horc.O. thev sItsg to braced st r V *I. cr an. VD ice rto rigid teXr $PPI a et tfc I t ,311 1 • thor-11, tt.ey st tv xa-.1 st W 0' o.o. ;to. Trusses s!, tit be hat d';..1 .vIcts p , tur:r choctIon to 4T.t est us:to lar OusInd esccCon tra t*Issocary t" is ss Attoss Top thotJs 8 foot on critter. Attc-ls Bottom Ctrar...4 12 foot 3.1 tette'', 0, w cottteJtvoll ;. cortttoctro sh :tests Tor sent at* d(s tr(but:on of cottcontret:t1 $ 1 t A NI to Of (eV trust 4^11;or c.st ec c<stpotsro, 's not excee,Jud. The ets :4 ;PCs strJo Ns al vompor ore O octorcjslo Aith cr totlfrod j set for ch arson. n Lit cf 0:4 conspotstt :11 '''s t. strut ha* rr.st trft it I pecJt;Q 4 ir 8 A:4 10, art.ls !tot or professiorn1 uppir c sati AV 'storm tsso;r1 veo,rsd hsscon :s foe boterl It-d% 41. ttuss or fer.**1.1.1 In ootr•prtss:on. A ldit'or sI br oc;re 0'I4I str./sts,c LT TV LS te44;114. rc.A I/3441 6u t• Sfr e itsporobItIty a the Cot tractor to prosIde a-.144ssts pc.tdita cit tors or st eitb al;rtitr%dA 4,1 of 1;4" sour Toot. N ,/ S • reitilhatiaPISEdp, r i/777.1. 1 4 _167 \ /20 1/2 ev). r.;AE END VERICA L ViE5S ARE TO 3 3R,.(10 footer tta & AFROX. CtilAES TO JI.O.V.UNT lakILSAS .41 ORIXI 10 SUSTM1 LA1ERAL - 74. HANDLINO ERECTION & GENERAL 1NFORMA TION AR LEGAL ADDRESS AT- 11 /?" - / DATE , t k.R UE CiC,i'AiN OF COMMON MUSSES LIP 10 50' SPAN USE A aASCII AN010.1 STRAP AT EAC.1-1 END. FASTEN Willi (3) 16 d NAILS STRAP TO BE BENT AND NAILED ON FAR &DE WITH ONE (I) t 6d NAIL 1 AORKIt4G LOAD UPLIFT EAC44, StiPfUED aY aUftDER. REFE 10 ARCHITECT OR ENGINEER FCF C041,PLETE TIE DOWN PROVIsICF45 Foq flE BEAM, WALL AND FCUNCAtIONS CCNDITirAiS, FIELD OPACIiNK; Is ra ill rAixetsibilit, f.,..43 104A tWA Phlt tY1 oufiXt,..4(er_ P SC41S t cCu- ticcid to svek ptofessonut °civice regurd arkxt boxing . 44)ich ; S 01'N/1s S rectorea ac pteve t TC•ppi rci uric dorrinoing irc; PS X TICri cerinanent bring . ..yhich troy be required in 5.pecific applica- Ittrts. irussts 0),(111 be erected and fostered in o strnitlt no d f A um t> ,e4t....takft, Where no sheathing is opplied dirtxtly to Itip thOtS11, rAt tfccof.i at 3' 0" o.c. WF:zre nQ rd ;3 C 0101 b0.4 kiti chords, they brcced ot 10' 0' o. c. &holt bc3 hancled ocith teasonit,:bte ci.;r4t tit:r ;In et eCtkil to e:tcessive dornage. 3 0 1E: tifoporaiy C4s is foli:44s. &loss top Ltords 6 fok.4 CP.ft:St fr:ii i (buds )2 toot ofi ("Ater ___ CONTRACTOR: T i:-- -- A )- _ /,. 4 0.. . G AP ftl- r ...c7'-. SHOP DRAWING CM TEC T: ' '' ' ft 1 -0_, ,-■ 4 p a P E ' s , S7 0 N 4 DATE APP 1 HAVE 'SERIF:ED ALL 0:VENSI0NS PRI.,S1 LAYOUT OVERHAND LI TAI LS, Ne..41ASE hi or / ) I OF 1 AtiSSES. PITCH. AND at At WAIL LOCATIONS, AND AROVE META AS PP SA L E S.MAN : :I .1 3 A 33 3,111. 31CAr .1.03 ADDRESS. WS' -4 - " 7- 1<? 43.35 S. VC 1') COUR 0 MIAMI FLORIDA 33165 PHONE: 6 • OUILDER ALL DINENSIONS OWIDIANGS, PITCH, E rC, 10 GE CHECKED ?UWE 0RCERING TRu%b IT is '(04m RESPONSiii1111Y to CHECK CUR MOSS pup r n e, Aw Conctottor 'wt i DRAWN BY DATE DWG NC 3 CHECKED BY ? Atc:A-4) , lerezetwev.4202L 040,13ittaX44444,41,4303/9443:333W-VVrilil DA TE Ioa AaevF• t V•ttrr.v' sIsn,41 _2. 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VP It \v /17: ?.P.Js Pi 114a V &' rit t 0%-re 'itf "'it't' 1ct1 r..orA :,tit r ! <� Vo)544\ 1'•' P A te5" ,.%fit > --- • - r \Pic! } � �'= 11 � t'C1U"b 1 1 . ) • �� riot `A' 7 >'q''• t 1� re!:tl 5T1 rtc, i'ct:t ■GT - :>t_AY5 1t') !?..)W 1y rl±o" afYtAP r(.)P r txH- .r1t`1c, , �_,. i_u. jJ (t v et tD (‘; (IL 0 ce 0 it- 4j 1- :.1 9 t' )N E ( ='c:1\\E • i • O FF:C E: 42O1 LIJIUNE NO. CORAL GA$LE$, FLA. 5S141 SURVEY OF LOT , / . .>, Cam of Gor BLOCK SUBDIVISION A -, AME A' /- ACCORDING TO THE PLAT THEREOF AS PUBLIC RECORDS OF L)--N DATE: IAA /8 / LOCATION SKETCH 1 � O C 7jf ) t n ; i E re - /5' .4(e ay x'4 r pf ��ati� X1-4 52 rr� •vo, / RECORDED IN PLAT BOOK NO. /0 AT PAGE NO. /0 COUNTY, FLORIDA. SCALE I" ,. .'n" ' LAND wavnroR MIAMI, FLORIDA SURVEY HUMIRR- , - 69 FOR: r' •'sAF Cd rr__.rrlr. z-rrsr r_ursr rzrsz 7.0 P7) fcr 0 /v/. !; ' " / /Z /4 / a a . ! N' P. 41 j. pxz 71.r:cc tzrr rl z-rs () f�. R'egiste ed Engin tir #9.68 L " '' g.$Isfered Land u, or # 961 State of Florida 1 f . r es /FA !,. ES /!J #4 k/ r ,fin.• f ■ 3 %. C /-/ p 7 o0 ($: I hereby certify that this sketch of survey of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction. I further certify that this survey meets the minimum requirements adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. There are n. encro.chments. r 1 rn 2" 5 ' 4.2 L.01 t41TAMS (. v ` y //. 0' 0.3 pt f 33 C3G' t< F ,c< TELIPHONE: 444 -TN2 NMI 1" a Lo'