Loading...
6023 SW 61 ST PB-03-024-001 ME WINDOW MUZ5T SWIN(--i OF" TO i L 12 u r 7 { c e � 4 OIL EL, a�°-�° � 4 _- - .� ATE c s Rau' 1 TOF OF BE,A!"i T 4 41 01 1 I : i �� CDT~ Zvi po b r I \ T_ ' .rte? i,�; t �S 45V Arch itectu re nth Qt?� I Interior Design !-i� r NEW EXTERIOR F'AINTINCz _ r�� 04� t pU Construction TO MATCH EXIST 6307 Bird Road D ' Miami, Florida 33155 T e le p h o n e ; d �GU,2E r 305. 740. 0 15 0 Facsimile ' 305. 740. 0158 I Corp. Lic. AAC2228 ' ?. Y -r Br_ .v r� A T E T c c<-PRIOR JiT Copyright Notice: ALL SENvL� =YTvR!✓R WDO ORS 5:i € L M Tr drawings,designs,and ideas A MINNM it OF 6000 ✓GSSIELE KEY G��iNGES OR LOCKING GOt e8!NAT!ON'e. IF KEY' lid T-.'= KN:Oe, LOCK are the property of The ! ie USED T=4=_RE SHALL BE 4=,. E�0L7 ';17.' I-ARDENED BLOT iNSE�Te, Architects Group, Inc, and PL I 2. THE ACTIVE LEAF CF PAiRS OF E 7ERIOR Yi11l\G oCt-<v Si:AL; j/'vE 5At ' r ^ ~n� 1- are protected under the I LQCSi4 A5 � ���� F�� FRONT ELEVATE Sl\G LE EX T ERIOR s JIT�ro FiGORB. THE NNACTlVE L, C. the _ PANR Gr GGOKa rs 1L L'/,rc I Z T F POINT ' -t' _ - _ - -- GGK5 WIT?! : a' i INN. THROW 5.OLT&WIT'' INS RT5. e t.t t '"�� '` = � �/1p' copyright laws of Florida � O No art thereof shat be av P ICR DOORS 0td-i=t2 7!441\ .�A•Z{N:: W `;'�i -`-O` = ;-'� INSIDE LCGK.!�:!�. f..G../.GTI'�`� Ij111 � . tJ it t (" T', r � T .. C mil, �. copied, or used in ^vc�/IG= OF LC vE AND vtl ?AGING DOORS Gi I LL CGiiF'i iU!T. ��R;GA?� tv T10N_^.� _.._..H__. _.. _ __ _.___._..__.__.. ___.. .__.___ .. ._ ._ .. _. _.._,. _...... .___,.,__ -_... _ __ _._...- ,_______-.__ __.. ,..___ f STANDARr IN-T'TUTE. �T/ %a-_; T... o an for the P -TAN RC d t + ° _ , X �T1 any connection with work 4,- VENTS ON OVER-.EAD :SARAG-E TYPE DCOFcS =H11LL NOT BE INSTALLED CL''OVER Tt44N 40' TO THE IN3iDc WA WIND LOADS /2.90 other t)? specific LOCK AG E I CE. *+ { s r� f V-`NNG DEVICE. which ✓ WALL r� t,,� f i �� project forwhi they have 5.- O cR�!EA / DC:'R5 Snt�LL BE FRQVIDrD UIIT!� MULTI = „- ' C BE DESIGN WIND LOADS - ASCE 7-93 *** ++ # f ° 1(nrt 1 PLv POINT Lv K'o OR LOCK= AT t - A \ xb` .;,p 1� GI.E Foil�T WITH NARDENiwD BOLT OR FoLTv WITS INS v c! i A'T ' T~ tT - r *** COMPONENTS AND CLADDING *** WALL AREA 4 5 a 4 5 y t1, \ 'J1'�' k^i 4.�` been prepared without ERT - -iAGIN M=AST T U^ O~FOa. C Po:,,.5 it a. ON E to t� �s ,, • written consent of The _ .� _ C Architects Group, inc. y :..e,._.: au e r 0011 <:�. Qr- ^!S°. :^�T%-,`E;cLQGKI?�r L`~:'✓NGEc� vF-+:ILL tiOT �E REG' n •.a- tr- r--,,.J-OR5 ARC GC\TIRQLLc;;: L:Ny BUILDINGS ° � � <Yist'• � p JIIRE� U.` r.R:. SL..t-t -� k S ,',• LOCKED °Y ELECTRIC POWER. I/ c_- LJI\N E5 ^` EXe-RI .... C,J_ f S N = }, 4 '� 0� St !\ !N� D^oR.� HALL ;44VE NON REMOVABL_ Pi.`S iNR 0 MPH G (+) 1. 9 1.229 WIND VELOCITY 11 Cp 22 "N 1•- __^Me =F T PE ? F t = -c o. . TO EXPOSURE CATEGORY - C P qh(GCp) - gh(GCp!} ,' ¢ r7 5 CF =LL =XT R10 R C E5T Y 1\aWlt� D OR9 !ZA=R=TED: OR S:i tlL�< . r<c !'T, N ., P'REV^NT DEFFA TiNC T(-E Fu'POSE OF ;HE STRIKE AND T 1\T v� A r G. { `i. Y C'. c!T G= ' OC•.o NC> L LJ r'=_E. BUILDING- CATEGORY = 1 GCp (-) -1.319 -1.730 GCp 1 0.25 I\G-LE aU iN3' =:'TEROR OOte iF POOD• 5 '''LL E= �vG_iD CORE 7= \�i; LE Ti�!ti :-5! iGC IMPORTANCE FACTOR 1.05 E'.- 'L SS AND EiTEI210'DOCKS SILL GC"1FL; CEf:TN A^icr=lGA!1 :.4T!0NAL 3T''NDAi2D i\STITUT_ STRUCTURE IS WITHIN 100 MI. •OF HURRICANE OCEANLINE PRESSURE 40.5 k0.5 BUILDING WIDTH = 22.0 FT � ?4 ,a " ST-^NfDARD 2°i-I. (PSF) CORN ER DISTANCE, A = 3.0 FP „J-\ P/TERiOR �D e 1 �G D G)ORv ''O:`� CT i�G L 'tN G, AREAS 1T!-•. � SAGE AREA " ROOF SLOPE = 0.50 12 2.39 DEG) :�. AND , TRIBUTARY AREA � i4,0 FT2 SUCTION -42.9 =54.2 A MIN. 1-E/V T;-HGK SOLID CORE SHALL BE e•E GORED 11'c-° �- LcTG=s S SINGLE DE' ? �O_T .- . .i y n1 uIIT LAT TNROw! IN. OF .e2" AND cOOLTS NAV:l.G A MEI N. OF V T-!cOtJ. MEAN ROOF HEIGHT - 9.0 FT Kh - 0.801 qh. = 27.4 PSF (PSF) �� Y I'., -RCN. i1AN ENTF_ NGE AND GARAGE 9tD- DOOR SP^..t E � rt T ^ a =- e , DISTANCE' Z - 9.0 FT KZ - 0.801 q2 - 27.4 PSF `V __ e= , �o°� DE OT W' ,- �� �.... � vl t �• !•-,•'�,.F.3c'e1�':, .,.,1:ere, '2,- ALL LOCKS ON EXTERIOR DOOR 5L4ALL 'rE CAF•A,BLE OF RESItiTiW_ FORGE OF 300 Lk39 APGLiE^ tN A'\?" I i lGv:�a--_Ai_E DIRECTION ANID IN AfOt2D11ivG)✓' iI1lTP-t FZ�5 15T.'-`IC;C SET FC;zTr+ id: SC::Ti-i FLCR_�IDA BUILDING CODE (CF-J--TIER -- Oil l Q i:.- t.tliN:DO!JS 51­4ALL BE CONSTRUCTED AND INSTALLED S•G TWAT\GT PAN:EL CAA! BE LIFTED FROM TF•9T= TRACKS WHEN N` T4;= LOCKED PO$I'!0N 4ND 5Q A5 TO COMELY WITH TqE ARC-OTECrt1R^-L Me ti!R U. RE -`SSC-,_,IATION' STAN1_'AEDS FOR FORCED ENTRY RESISTANCE, 4-4-I4 13033. r � t c _ � R 1 t=dcG�rIDE !yTrRUSiON! Atirl EiURGL a€SY SECURITY DE/ICES !`5 SET FORTH t'� CPAPTER 3c OF 7L4E 5iti T N FLORIDA F11UILC7!H CODE. I 11 - GENERAL NOTES BY DIVISION L- eq N- -- I.- U,✓IRK FERrORMED SHALL COMPLY WITH THE FOLLOUJIN:G � __� -._• - -------._.._., .... A. T iE e` G>=NEF224L N'vTc9,UNLESS OT?4ER.WlSE NOTED _�..------"`� F AL 4FPL IGA5Lc` LOCAL,COUNTY 'ND STATE Survey of tot : 28 Block: 1 ?.- GN.' S'TE ,-c,''t-'F°C:ATIGN CF ALL Di!"ff~P!SiON ^.A,G COMrJIT'=O1t67 SPA-! L BE RK5°GNSIBiLITY OF: THE oNTP..AGTCR. Subdivision: CAMBRIDGE LAWNS PARK `TOTED e`7.!MEN.'alON TAKE PRECEDENCE OVER SC4LE.ANY DISCREF•ANC!ES .e*44L L BE RE FORTED TO T!-°E 4FCi-!IT=C'.' AT ONCE BEFORE ROC=_DING . According to the Plat thereof as recorded in the Plat Book No. 50 -- 3.- IT 5t4-`LL BE THE R ESFGiN51BILITY OF THE GENERAL GONTRAGTOR TC VERIFY UJITi. TH= ARCHITECT. !NI'w".RITING, ANY at Page NO. g Of the public records of MIAMI-DARE COUI1ty� Florida. EMISSIONS GK DISGREFAn!CIE5 ARISING FROM T{ = N\FORMATION C^J•NTA!KIED LLNTi-,'IN Ti41HSE SPEC!=!^ATIGNS AND Dr✓=•UJIN(SS. 4,- G!:NTRAGTOR A~ID 5U5,C CNTRAGTCR SHALL GO,�FLETELY Ai IL ARIZE T0=i"'5=i '%/F-:WITH EX157i,ING SITE GONDIT:CN6 AND VW� "✓ Z INC LE NQ VEF2i=Y THE LOCATION AND AvAILABILiTY OF ALL UTILITIES FRIOR, To OJa-VTTING Bit. NEW SINGLE FAMILY RESIDENCE 5.- CONTRACTOR 5}-TALL BE RESPONSIBLE FOR TWE DE6!G?�i AND GON15T cUCTiON OF r=Jt^t UJORK_ / ? C)IV1C;dON 11 - e>011._ STATE- ; ENT. O I RS VISUAL lNtS�'ECTIONI OF THE .i0i3 SITE INiDICAT= Tt4AT TN-1=BOIL GG`:V5-!sT 0+= HEIGHT (TO RIDGE OF ROOF): 23`-6' AFF. SAND AND ROOK GCf�'II=ACTED WITH A BEAf2ti�'G. GA!=AG;TY QF 2©� t�.SF. LAND AR�A: 9, 35@ SQ.FT. W IF DURIKS CONSTRUCTION ANY OTHER CONDITION iS FOUND CALL THE EW;INEER', /� LJJ EAV1510N I i s - GC)i`1CR-ET- LOT COVERAGE (EVERYTHING UNDER ROOF): i, 530 50.FT, I I W � J !- ALL CONIC;RETF WORK SHALL BE IN AC�RDANCE tWITI-; THE 'SFECiPC.,ATIONIS FOR STRUGT'U:RAL CONCRET=' C4CI-•?!J }- �' 2. LAF ALL BARS AT CORNIER SP-:C FS 3b BAR DIAMETERS t l\. 1_;.- ; 1%.1-D 57 n CG= SPLICES. � REQUIRED PROPOSED 0 - ALL /ERTPC^L 5A2 $rt^L ? 4/E A MINiMU�J LA` OF 24 ECG ^ dMcTER^. R ELEVATION UJ UNLESS OT?EF-WlvE ivOTED, CONCRETE Ml7C SHALL BE ACI-301-12.ALL CONCRETE SHALL BE 3000 P51 AND SETBACKS: FRONT 25 -0 25'-2' Q LEFT SIDE 7'-6' 5.- R OF TO FULL SIR=MGT! lid TWENTY EIGHT f281 DAY£i. (°{"A{ E ( f4"= } 1(�!I RIGHT SIDE °1'-5' 2 @'-@' 5.- rsINF'Jf2Cl1� S.T.FEL: ASti"I A6 -34A (GRADE 60;. INCLUtDIN!S 5UF"PLEMENTAL I=== Il =!°=NTS. S L I 1 l lJ c.- WEL.ING WIRC FABRIC ASTI" 4665 REAR 25'-0' 28'-1' / +.- CLEARANCES OF RENFORCK16; FROM ThlE FACE OF CONCRETE S !41_L BE AS FOLLCi -. 0 tq) Z) AUX. BLDG. FRONT @`-09 tee'-@' Q 0 B.COLUMN: .ARID BEAt•;S tTC TIE OR STIRRUr=vJ-I 1t2', G. eLAe -1' TYPICAL, 1 1/2' TO TOP BAR IN SLABS EXPOSED TO WEATi_(E.. �TPAGI�: LEFT SIDE @`-@a 0'-02 � 3.- PROVIDE TIES IN THE TIE BEAIiG �4S' O.C. 4612' Q.G. AT GOFc\ER5. LEFTT SID @'-of @`-@' - ca.- i�ROVbDE 2'5's x^" FT LGi�4G AT GOI�''N'E� BARS L'•E:i�T 30 It�lGHc`v lid =AG!-' .r>IREGTIO;�, {'Z REAR ®-@° @'-®• i I?- ;ORILONTA.L iD?teT [ci INFOr2CcM=NIT 5,/=LL BE '8 TRUSS TY?�c FOR• N:ON-'REINFORCED MASONRY 'iT !c l zCF Or_ AND EXTENDED 4 INGHEC- INTO THE GOLUiaNG. I!.- CONTINUITY OF TIE e-E4MS AT STRAIGHT ROOM C-H Li_ BE P"'RO IDED BY 5FLIGES NOT L=85 A:T is iNCHES_ SITE TO $E FILLED TO COUNTY FLOOD CRITERIA ELEVATION NCivGD OR AN Li !2,- CONTINU'TY AT TIE GOLUNN5 SHALL c5E PROVIDED BY GONTiNUI ICs t�JRIZCx I?`AL REINFORCING THROUGH COLU!ZS ELEVATION NO LESS THAN THE HIGHEST APPROVED GROWN ELEVATION OF OR BY BENIDINS 440RlZO-NTAL IREINFOIRCIN,s IN' THE GOLJf"6ti5 A D!:�TANCE CF IS INGHcS, - !?,_- LINTELS, F'f,"�01/iDE CONCRETE LINTELS O\/ER ALL N/3.90NR'r' G•PcI'dlt�l=.9 itiCT POI-4f''G1-s WITH �uEAMS. UNLESS GT't-=I2'iiii5 THE ROAD ABUTTING THE PROPERTY. INDICATED,L INITELS SHALL ESE S'x5' WITH 4$5 BARS AND SHALL B=AR 8 Ii lC ,N NiNu-1 ON 40 10INI IC T sASON R Y. FOR OP=NIN.'%3 OVER c FT WIDE, LiNTi=LS SN,^..LL BE &`:.i2° UJETN 225°s TOE' ANIi:3 BOTTON, AREA ADJACENT TO LAKE OR CANAL TO SE GRADED SO AS TO PREVENT 14.- E><FOSED CONCF-57E SLAB SHALL WAVE A BRUS;~ HAIMER I= !S � r � �,! �1,� DIRECT OVERLAND DISCHARGE OF STORM WATER INTO LAKE OR CANAL. DIVi51011i IV - i'' Aa,,0NTFZ-T'° ' LOT WILL 5E GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE !,- CONCR=TE MASONRY UNI TS SHALL BE ASTT': C3C-1P. GRe-"•Dc` A AND STORE iN A PRY F'LAGE i)N1DEfzz CGVE.>4.' =.^-.G= 3i-IEEE OF STORM WATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE TNPCt<h1EvS SHALL i�E NIO LESS TF-IAN 1114' TNIr:G CUi's?-! .d I` h1(N(M;JC; H!icc'3 Tt-i1CKNI=:S9. CERTIFICATION PRIOR TO FINAL INSPECTION. 21- ERECT MASONRY INCL"JDiNG R=INFOIRCIN.V._7 4140 SET BOLTS, ANCIJOARR5 STRAP5, SL5E\/="5,44•'0• OTHER NECE5-_,4;R'" ITEMel AND �y,® PROVIDE OPENIN.!-!5 RECORED BY OTHERS TRADES. DO 1111.07 USE SQUARE =ND BLOCKS ABUTTING CONCRETE COLUMNS.LLL p � � r DATE:08/14/01 MASONRY r lLL BE LAID i\ FELL MOcT hL 8ED5 - ✓�"/ a C a �L/ R_ P ND F $ RESIDENtdAL 12 NO. - 3.- .'T'Jt?T.�-.L SHALL BE GO�,'FOR;1 To AST.M G"s?G'TY;=E i". ��_I ¢ I . ' c a - GROUT S_- BE GON FOR 1 TO.45TH C4!c, - - 5.- i 46ON RY z."�-EA RENC WALLS 5HA E N PI-ACE =_ 'TTl PROCESS: FOLIO: @9 4 @25-@2@ @28@ DRAWN: N: L LL B:- lit F'..A = n_. O1Rc A%,,' ,. itilG BFA'"is AND COLUMN'S .ARE POURED � � 6.- WOOD TRUSSES; SEE PREFABRICATED WOG, TRU&Ia/NOTES. t 2 £ � I � � i LOT: 25 5LOGK: 1 PLAT BOOK: 50 PAGE: 4 CHECKED:ML ADDRESS: 6023 SW 61 STREET HIGHEST GROWN/ROAD ELEV: 1. v/.cJ,C�N•�/ Ii ( f c - �= REVISIONS: I,- METAL COLUMN SMALL as DOMESTIC STEEL GONFORi INN: To ASTM A-3� GRADE f3 WELDED AND SEAMLESS-. PROVIDE r � - - - - - - - - ��� ,�p -°� - - - _ - - - - �� - -- - - - - - �- HIGHEST CROWN OF ROAD ELEVATION ABOVE WAS TAKEN FROM A y� �® )�� � PLATES, ANCHORS, AND BEAM CO NEGTOIRS A5 NiECESSANRY. _ U' Oa 4 F_ -i CERTIFIED SURVEY PREPARED 5Y: SEE NOTE '1' PLS LIG w; L31 l 2,- ALi JOiST HANGER, TRUSS HA'tV=RS, NURRIGAP;E TiE DOWN STRAF5 AND GGNCR=TE ANCHOR BOLTS eHALL aF OF A S!Z ^~�'$,�p ( Q„g 'AND GPtiF!C�UR'�TiON TO PROVIDE AN ADEGtUATE GONNEGTi � AhID STANlDArcD& A;r LIGAi�LE A5 Ul~N ,_'�S ELEVATION LOWEST FLOOR GARAGE / STORAGE ADJACENT GRADE GNI ANA""}. ME=-T :ALL CODE -d [ t'•AC7E COUNTY F'iRODUC`= A'F`RO'✓AL. E EL. 8,-�s, _ XISTING II B@' 3.- FROVID= SHOP DRAWINGS, AND/OR t KITTEN SPEC!F°,CATION° FOR ALL FABRICATED ?'METAL CONNECTORS, TOP OF UJINDOUJ 1�ROPOSED `� 4.- STRUCTURAL STC=L t?IrYC. ITEMS: A-3a, FY=36 KSi, IIvIIcN \A WOODI . ' • LOWEST FLOOR A5-BUILT ELEVATION SURVEY 15 REQUIRED BEFORE t.- LUMBEtc IN CONTACT WITH CONCRETE ;.idA _ BE �1 ^ - c U E-TREATEr PINE- 'TAKING ANY INSPECTION ABOVE LOWEST FLOOR - 2.- WARDED, CNEC2'�ED OR OT>IERWIS= FL WEr% LilM5ER WILL ee RETU7z�ttED AihD REF-LACE!--. 3.- 4LL RAMIiti�? LUMBER, INGLUDINls 'STUD S, s ALL eE -1200 OR BETTER FIR OR F=iNc. ` ANY APPLICABLE RESOLUTION: 4.- ALL r ARDWARE. NAILS BOL T5. STRAPS, ETC SHALL BE GALVANIZED OR NON-FEIRt2CU&I / 5.- E`/.Tc @IOR 1✓Ll'UYJ^°? jai I,aLL BE 3/4" THICK i.D• EXTERIOR N41LE D WITH Fri CG^;MCN N'41_ ?- O' O'•i CENTER e7- ROOF SHEATH'NG 5-4!-L BE 3r4' CD EXTERIGR NAILED WITI-1 Sc cc-MOB FAIL 6' ON' CENTER. ° -�-,G� �,� NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PEFMT, THERE MAY _ ALL L UMeiER FOR :5RIDGINfs, FIRE STOP°ivG BL GGKII\ ,FUr?R!N'J-,NA:LERS, ETC., SHALL BE CONSTRUC-aiGN C•:tRADE OR BETTER. ��I �� �/�"�� BE ADDITIONAL RESTRICTIONS APPLIGAI5LE TO THIS PROPERTY THAT 5.- INTERIOR WALL AND BEARING FARTI TNONe, DOUBLE 5TUD5 S LL B Fv2 i C,-A?.5!L?-S_OF O�E1~It,S OF= TO c FT IN WIDTI-4 -- MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, �a UNLESS OTHEiRWISE NNNOTED. - u 53°19 C1@)FLORIDA STAT FFEGTIVE 1/10/81. 9 ! E aD= SH ALL eac PROVIDED OVER cAGi Or `clti1NG i 3 E cARlu��-.5 v-Ali 7!TIOt�d, Uc Jc � 5i lA L E Si)F F OF?TFD e�ti A F'LID SECTION S , SE STATUTE E i AT EACH END FOR OFENNG!v U°TO 6 FT !N WIDTH AND °INNER= THE 0 ENING-ra /G=ti D -r>-r-i IN U1lZre-:- EACH END SHALL BE -'" APPLICANT WILL COI`IPLY WIT1-I ORDINANCE 8@-9® C$EGTiON 13-13.1) O- THE v METROPOLITAN DADE COUNTY CODE, PRIOR TO STARTING CONSTRUCTION 5UPPOR T E.D ON TWO 5TUD5,UNLE5c GTHER!L'I5E NOTED. . AND AT INTE"I ECTICINS WITH OTNE'RS WALLS 5EAR IG PART T(f\NS. A JC21IN-05 N- DOi15 = TOF PLATES SNbLL 5E OFFSET 1!- ALL NEW FRANNG LU! BER SHAL BE GRAC)5 MARKED " a r=_ i SHEET NUMBER LT _EAST 2-',. E CONTACT PUBLIC WORiGB DEPARTMENT.j E ELE Y A t E t NOTE: -- v . -F+ 64 HIGHEST CROWN/ROAD ELEVATION INTERPOLATED FROM SURVEY. ;