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533 NE 92 St (5)cJ1 LtQIIIt cJ ROLLS / lilagC r 1. 0 PI 1 0 A PLANNING BOARD AGENDA OF MAY 26, 1994 ITEM NO. 2 Name of Owner /Applicant N.GARCIA / S. MORROW 756 -6487 Phone No. 533 N.E. 92nd ST. Address of Property, and /or Legal Description Nature of Request APPROVAL OF PLANS FOR TWO STORY GARAGE & BEDROOM ADDITION Present Zoning R - 17.5 Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition SIDE 10' REAR .15' Setbacks as per Code " 10' 15' Setbacks Provided V r-i-& ees-/-Zoiti g— haage THIS ITEM WAS REVIEWED AT THE MAY 12 MEETING. NO ACTION WAS TAKEN UNTIL THE APPLICANT CAN APPEAR BEFORE THE BOARD. THIS ADDITION COMPLIES WITH THE CODE. DUE TO THE UNIQUENESS OF THIS ADDITION, STAFF HAS REQUESTED BOARD APPROVAL. Council Action Required NO Date of Applicant Notification Planning Board Action ,9/'/ n t 0 15. .0 5 ' a 6 - Council Action Director of Building and Zoning PPL, POLE 1:X15 121 EXIST !I EX! TO GDS ISPA " OPERATOR NOV ASPHALT DRIVEWAY Nb O.H. SERV AIN C.SS NIA. NEW lSITf EXISTING H EXIST. GONG. ifve.l..k 3tDl:WAL.K t? 'TN gg II' PAVEMENT O!" D" Rt • 15' ALLEY 100' INTR SERVICE # 533 51'-b" NOW EXIT. LAWN TO DS PROTECTED EMIT. ST. • 1111161111111111111111111111111111111111111111111111111111 ti » U 1111 U 11111811111111111111111111111 1 IC GENERAL. STORAGE FL.L ON LADDaa \t STAIR GI2/14 EXIST. GO TO XEMAI AG OUGT ABOVE TO 1•O f1• TWO GAR GARAGE SHOYlR L/ SATN 12' -q" G4 (11), :ono ne eX18T. MAS. WALL TO *MAIN RfMOV! EXIST SLOGK TO ALLOW NEW CASED OMNI T -5" EXIST. ON. eERVICe TO REMAIN 16 -8" START FIN. WALL FLUSH WITN EXIST. WALL AT DOOM OFENIN6 e Xe• 6TARTeR GONG. TIE COL. At 2 II 5 CONT. EXISTING GYM 1 Gle /ID COND. UNIT v4/ OISG.. AT FENCE D ONO q' -O" 40' -4" G4 1T -5" t�ICJCi�: n tw MINK crag, TO i' 1 H t. fr. .a o2 WOW To De. 1s4 Pe GARIdE Ohs rb be- 12CO2. M To a sSAGf TO OC '5 % I 64s FIRE « ■tW • Y,iim..)1D• d&& EXISTING POOL DECK 0 REMOVE EXIST. SCIONS SLAM DOORS ANO REFLAGe W/ FReNCN DOORS AS 60401•51 RXIE9 Cr- 2' -4 014!' i 2' -8" 5 X12 O-IIN) C 1 fig TYPICAL UNLt OPTNewNuee TO awn II SLI CIR WAGS ESE,TAOOM I2'-3" G20 CONC T. ADOVE 0 0 RRAGE , RID6G TYPICAL SCE A-I POR LOCATION lPcit 9V1111111111111111111/111 IGAL OCK !NAL- TINS Tit 18 -0" +1- 1-2 BALCONY ARDE I2'-3" 12 11611111111111EilSMI 161 legF 10111M1 11: ■.NIVAMIRIEFAIL RI6+-IT SIDE (EAST) ELEVATION 0 PIN. PL - BELONG" PL PIN PL. T PL BGALE 1/4. • 1' -0• !WO, TILE TO MATCH EXISTING I 6.1# ;rl2'J(I217 L� iTUG.GO TO MATLm EXIETIN6 i rr WOOD PASGA 70 MATGM EXIST, TYPICAL - - -- 1 L — — OVEIUTAC DOORS PV EL REAR (NORTH) ELEVATION SL. 6Ll )'90$• OPESEEP* rl r •OOP TILE TO MATGM EXISTIN6 [ li ; - • T j J TOP OP TE- Q In e63- WATT t k iTy•-" 9.0 J. 0 1 At.JD .s 15:33 ( if' FAN) 22 I 5' L E y I 0 od Rizoefi7 5 Eze mal'h I A1 LaRICK C,) 23' PsP. PA\ c-: r — 7 /r7 (.1 I Z .5' c) DETAIL_ (). 3 : *4, N1 13 1 •5, S is. /2) 7 776dT,' ° 5 ii 7 : 4 t'LE 9 2-" r. c L (.1) •(\•. I 0 t•-•,) = — e. (:)' E3 KETC H Q p a- - LO NA A M 1 S I t...) . t•A, 0 F. According to Pat ... ............ ?,H • Canitv, Fla. t. -y ; ,- '...r r,2: ) - / t i I / / I s DONALD W. ,VciNICSH ASSOCIATES, INC. 1 N. E. ST St. MIAMI SHOK.S FLA. 33138 fk_ocite, f3 OA. (12.0i 1■J Ty - r 11 III - A-P 119 <,L ° 01 •I 0 V) v) POOL DATA POOL CAPACITY 3AL, 13)63 ; FILTER AREA SQ.I:T, 2,6 FiLTRATION RATE GPM at; RATE GPM I /tt3 1 9ACKwASH . 1. TURNOVER RATE )4R. /2 t PUMP SIZE Up. 41. 11111111111•111PrailaIMENNININNINIZIONINNINP NOTES: I. For plan layout, deck dimensions, plot pion, schedules, pool lGcolion, and special details see Slteet no.2 . All swimming pools shall bear on rock Or undisturbed sand. All wills and Iloors shall be gunned or poured Cono. Concrete shot! have o compressive sttenglh of 3,000 fit info. 28 days. 3. Ail reinforcing steel shall be intermediote grade steel conforming t0 All'. M. A•309. Steel shall bt bent,topped and ploced in accordance with the A.C.I. standards and specifications. 4. All pool piping shall be V.C. P Sehed.40 and bear the N.SF. of approval. S. 80Ckwosh shall be 10 an under pool sump of LOO sq•ft•min•areo ol woshed drain rock, town irrigation, waferway,elc.in occordoncewith local ordenonp. 6. Disposal of pool wafer shall conform to Sec.5004 of the S.FB.C. Sudoce grading shall confine ponding of pool water to within lot lines and Such ponding shall not persist for more than lhr.ofter discharge. 1. Grote of Main Oroin shalt have a tree area four times the area of the Suction line. 0. Water supply and disposal short be installed in o way io that there Is no Cross Connection with a domestic wat supply or wafer d►spo of system. 9. Noir and lint Strainer shall have ren ovobte screen with a free ores 3 times the area of the suction line. 10. C artridge filter 0011 have o filtration rate not to exceed 3 GPM. per sr.ft. of filter area. No backwash required It, All metallic conduit, piping system, reinforcing steel,ttghting fixtures and flxture housing, metal ports of ladders diving boards and their supports shall be bonded together and grounded 10 o common ground. The bonding conductor shall not be smaller ►hon 4 copper. a..i No open wirtnl over pool water. g 5%0" 4'•0' 3 6' S. 0' 2 '• 9" Stainless sleet hondra • • • STEPS 8i HANDRAIL DE TAI L co ro�1 4flo i N f N I Pool bol om slob thickness (In) Yif 091 gi Wad INcfintss; pquledt cone. --6' top a" 60 I. 1'1p41'1Nickne,}S w tone COO 0 ne soft earialtione at this site are adequate to support the design load of 2500 psf. Should other conditions or materials be encountered, th . engineer shr be notified before proceeding '° w thy/1* it Glazed ceramic tile� Pool Bottom { ►r 2 *3 4'conc.slob reinf w/ 6 ;6'- 10 /10 mesh 4 #3(12'cc ea. way . ;1 Slope 3710 Co 'Bond beam t 4'. a') WALL SECTION ♦ 8'+8'COnt.ftgl 0/1 05 Cont. NOTE' . Tvin.width of deck -4 =0' DECK FOOTING a SLAB DETAIL 'Pool Top Fin Grade 9,0' FloodCriteria -1 tt 5.0' Water level .TYPICAL POOL SECTIQN ShfrflNiatO ()4e �4x PArn Lev) V? Ai( 9a Jrrs4r'" MAMI 5//'(f FLoR /Pi 4101 S. W. 14 e t. MIAMtx ft0AI0* s RET MtAjLR 1it and Skimmer I.T'Mo n Oran line " Slob hd. I allow for struct:I Ihd Use e67:5 stab FORMULA AND CHART FOR POOL BOTT. SLAB W/ HYDROSTATIC UPLIFT Relief valve 1ht Ieinorble plaster - . Steettex - torm or TYPICAL WALL SECTION H•7ir O I,nt Stra1ner ' '- Precast cone. or rustproof fiberglass Main ()rain WELL POINT DETAI L S toinless Steel - 561? JO; s )toss Filter FILTER a PIPING DETAIL, To pump rroc 1 " aa hk collection e ti e ( where t a.tn 4 "slob Tile Co ) • cl '1 non- Corrosive Dress conduit 1 r Fl \-See deck del, 1; , relief sr. sree . light niche Kroll board • • rine SO, Pum p Auxiliary pump line to ti attached whenemptying pool during periods of high water to • es LADDER. DE T AIL Junchon box 8'Obove deck SEM seet ••••.} 41,12.10.. :: 4014_, _ `_.C.IR r ..: 000 e l , /a " , . a anfwSr.am .v. ..Mmrrer•✓w!'re • srr.r l..rw� -•na.— - -'as.. trr4rr nr».w ya +r•.s wv. F..r. I e. Igo / ew d dor .�.✓NR1+.�R Ae• - _ Vo w.++re•. ••CM.fN'A/'sc K,•••Ao .m•. `r.c.,• �'M�'AIReT%9A+W'\ '.b'-R 2.n G, /. Ancn rr She' 2 /d it . S, `, \ e.. r- 0 T ie)Al T k tz trit IA 5 • "":•".;! .5 i rA rgaii , 4— , A /41 //P P40/ • ' % . - . itra d if . p rai4cr$ ;-• p P!. Skj OLCA I is1 4 tl titit P PLAS • :PALLS \tt.Vst 8"4 "1" .-14 Z20/ I , . i_ ■ ■ 1 I _ ., • "":•".;! .5 i rA rgaii , 4— , A /41 //P P40/ • ' % . - . itra d if . p rai4cr$ ;-• p P!. Skj OLCA I is1 4 tl titit P PLAS • :PALLS \tt.Vst 8"4 "1" .-14 Z20/ • 3 A SI DE �I C a�� ' I VI I ig R.F fLO1 UD C,. ...• ti{,•••••, 1/:•• �y•• 1f,. ••• yy ••*/:', pi••, l/,. •• * * /p p, •, t / . � {y •4fr'Zti•••t,/:,�y••. ,p, • *••tf:•'Zy triti•Jf: '4 �y ,(0. y••41 ,�, •1(,.••,fy'•t!•' '•af.••' ;'.) " ;5'•t!•'' *.11.: l j�,r �.� .ic • y.CT >,rcU�:rcp7O+,rCt 4rrc�,�, ,icO�.d',C�. ndot i ?iCt...dr iCts<V,ICCr�uCO.V>.rcV& iC$I i:iCitM itITra i001475:rtOM:lc rR1t3'' c1T /-(. 01.3 Issued 19 IQrn hones tllage C� 7 1. 0 II 1 D A E:11 Amount Ir i r� • No. Houses / �' -14 KNOW ALL MEN BY THESE PRESENTS, that I, r w /I - 0 ! 1 Address r I L�� 'S A —'c°- i ' . in consideration of the issuance to me by Miami Shores Village, Florida, of a permit or permits to construct or repair a building o buildings at the following addresses: A. l i ; -/ !` /340c✓s< raj Pi /4./St / :, j r >/P ,i, / / j _ _ 1.0. ,,r. , 11 do hereby deposit with Miami Shores Village, Florida, the sum o r 00 , and I agree with said Village that, when such construction shall o f have been completed by me within the meaning of the ordinances of said Village, I will dear all premises and repair any Village property damaged by me, :r y used for the deposit of material or equipment in the construction or repair and that, if 1 do/not so clear and repair such premises immediately upon the completion of such constructi its tote meaning of such ordinances, the Village may clear and repair the same and pay the costs of such clearance and .r r repai s t of the aforesaid _ i and return the remainder to me; and that, if I shall dear and repair said property immediately, as aforesaid, then r �, sai-� shall 4 be returned to me. _ 1,4 WITNESS MY HAND and Seal at Miami Shores Village, Florida, this 1 Y r' f day of A 11; BUILDER'S BOND N° 570 ea w INSTRUCTIONS TO BUILDER—When above mentioned construction is completed and the premises are cleared and repaired take this bond to the 4 ! Village Building Inspector and obtain his approval, after which Miami Shores Village will refund your money in accordance w ��' ith the above agreement. • 's VILLAGE BUILDING INSPECTOR'S APPROVAL � -.' (4 I hereby certify that the construction contetnplated under this Bond, has been completed and that the builder thereof has � :•= caused the surrounding premises to be cleared and repaired in as good condition as they were before commencing said construction. 9 k o. WHEN C AND REPAIRED BY THE VILLAGE – j Amount of Bond $' a : li • in Ins tor, Miami Shores Village. -� : 4 r Cost of clearing and repairs done by Village . $ Y y A e , Balance due Builder $ ' ' Cancelled 9 By r j ........ � .................. c �j . f ) N rii A � ��11 g' jl ��lC 1 t'l 41 ;tat lC .D Ac 1i 1 C•• PD•4 1 t O l l AJ C' Q C .. % •.' v"cr C if ' `.�. / l' .� ► • . •': .Lfl ] \SST �-LJ - v m LJ Vz-t ortE, 1./4 tl* S4. 6 U4S .4- <pl . L Of v_H1 AR L JO E R. DE WARD SL=. N. KE.NDG.LL DR. !Al, FL. 331LG LTI JOSE R. CE V■VERO 5145 N. KENDL.LL DR. tt4'4.!.41, FL. ? )5 TELEPHONE, (305) 220.3171 FAX (305)554 -7822 ci ' N 1 f e y , /D 0 c zNinni 0 1911rilegors c li UC. LAND SURVEYORS BOUNDARY SURVEY scale t• SURVEY O SHEET NO. /0 ,�,Q ✓�yT , , eZZ / o o ©2.a Ey��p P) N ' /'51 t ea ',4 1 6,a,1 /✓.4f7 N 99 . 4 2 t ocg\ % (t 6 ' 4 • f5. 2x6 ro.r. LE0407,4 : 1:2 0OLTS 24" did r-- OLAT T:te„S$ES J 24* Gid 0os HAN4u.r* 0A. *Sr> 04LTer) TO T1ie ee.AN ttiCOIX_ A-0 rdi* LedATTON 04ArtiN* r*Arikrirdt•I TO 00AM 00L.Q.01 J :T11•10 6-2:0 AO 60AM ,•••,-,•••••••••••••■■ r a. r Z02 ifsoO0 , 41STO fee did 1 06* 011 HAMS 0 es4por O. 4:*4 2x6 4604614 60fireo Yt* N rilr1R>Lrf 24" 4/4r ------ V 1 Gri-s:'. 0 4 1 Ad OVerked.ra re? r. 6 26'- 4' • `1 2 P LAN 64Aut 1/4**Ik-do #3 6. 4,4 60714 itAy3 Ad MdT0 A00/11 GLA0 1 1111M1111111111111111111111111111 111101111 0"Xi2" NdR0T0 TidOLUMN 04/ 4 to:* 0 0 DENT A gd•Th atsia0 1 • 2 ,TiO,Ar C/CrYiioidAL 4" doN4R0T0 SLAa eV 6,X6 * V/I0 AfiN4 02 N/APGIM 0,srtlf.M, issteLL doM#AdTECt 45.A4 PILL f6")00" dots:41 Ftld•T1NS 2C lAT e*" O'Xi2" CANdrkgsr0 FropTiti$0 b ij 4 * itiAY,-TYPICAL ------ 6" 40N4 TO eLOdk TYPIOA :HUM 11111111 I 4' GdI4d1 0LA0 eti 6x6 IWO KW ON MIL ymt7;seism4s art AeLt. dO4oAdT0C; CLOAN PILL 24"Xidis ddiNdigaT0 1044•TiNd A(/ * cONT. ANC, 54 0% OA:45. rePfeAtu 6'Xi2* GONrk515 ret 444.044N 4 * 5 OARS 6asir Ar e0114 pos * 2 ri Ai" 6 did, reptICAL • 66"x66 ercA4K6T otiNt63 4 3 Vit. ifiokYs-tetof4AL A te$14 e?A' f 4 -.- -- . L, e. 7- AMIN'' 0 N RE3 M1 `Al aravimekgao-L 12/ 11 • AT OPaRATOR NVI4 AUg ,%Itive,'4etAy exp. No tiX! 034. 5WAY TO 4 LL exor ces • ro CANCoses> 00TTON4 SLA0 AN PILL 'e4/ OANI7 XIST. POOL ITINcS 1-10U5 CtlN ts 559 - OXIS T: 40$ MALL i2O0 41AL Saprd 400 LPY. reMdOtATION *XII. LAM TO V.4 orgoredTei, 163 AAL MXIST. FPt POte ?'(AT E, Li MI PARKIMAY f e. 4 2jkiz, Orrkeel sr-r-. PLAN 4GALE1P r"AsTION PLAN Neil OA TI1 3' Of OrriAL,K • !00' AIR - 7 - I I 1 PAveivehr i5' ALL5Y 11)(15r. GE35 KALI. 3 +/- ifat INCrke.A$et2 TOI DrPtCAL rHKV Sea deo PCNCEf MALL 664r414. 40(.4* 11-0" at Gr-o. -- THg$11 CC)1. G TO HAY Ilk 5 OAK.* AV *5 1%55: 6' did TYINS 0A414 OP 2 CArt$ AT Mk !MAO e 4Erirts MI 1 1111111111111111111111EVIIM <> ' ; Ott(A4Or Nr • TyPt Or Off AR0AS leXISTiNOOT " 'E,,OkRefie vit4EK0 ReOViRec) rOrkNr41. STiotiJdriRil ANO ROAOYIS En.•rX,S,' = d.icif tAtf4t-e-- 0114 0,..St>$;" fow dONCRaTel. TyrotdAL. deNM NOTED .PdN ylWAL INpgdTroN ma $1 CAPACITY OP TIMS SOIL IS ASe4.mtp TO ag 2000 p$p. le cosoiTIONS ARO rOl.NO TO ciPrem FROM THIS ASSLM1 Noll!), AftHITed,./0.1411N0mA 1 $el0 PPWCr-OINO /OM TI-** erd$K. dONCRST0 rOlm 4ROWNarLOoM %ASO SHALL 00 KIN. .20O0 POI; PoM roOTIN40, OTRVoTuRAL SLAOO, TI0 00AMO »p dOLV-LNO SHALL OM HIN e000 P41 Re1 woRdIN4 0TEML SHALL 00 6AAVO 6d I# SOIL doNCITIoNO A' P' clOrweeNT FM04 THOSO AeOya, VEN$ITY Te$T$ SHALL 4As460 AS mg AASHTO T- i00 ANO AR0 -11.0 ReStooNSAOILITY OP TH0 slit.d. , ALL SHALL. eo 'ON g IN ACCORCANda TO. T- Sred A LOCAL LAKS ANC OVINANde0. iN A AORKNIANSHI#L,Wa MANNcM. CARO SHALL 0a axd0M41$00 IN TI-im cmYOLITION OP MXISTIN0 sm./?r: AgGutMgo T1740 doNOTRVOTION 00. THO Kae• . P.e ropQ4-4re4 <4.4AN OP Ce$M1$ oN A vAILY eASIO ANO OISPOe0 oP IT IN A LAApuLL MANNA. 014OTT THoeo AAgA$ 4 IT lo NoT Ne‹,e0my To co AoRK, AO '-L As Ti-40 0:516TINO LANCOcAPINA ANC rows. AmgA. 000A HARcAA$0 SHALL 00 IN AoCOP0ANcd To CHAP SO 0 Sred 6.d. SHALL. RaLdIATO aXISTINO LANOSCAPIN4 THAT I IN THo AAY o# Thies Ntm dONSTRLGTIoN .144,omolsio TO ohsieW.0.1NOTmvceTtow CAnteHavt.r) 60 ax4a$416eo To PROTedT 11H0 PLANTS/ TRee$ OLMIN6 ANOA#TF;R tmANSPLANTINO.: ALL ; $m 6V,ARANT$00 AoA1NST CCOgadTS ANO #OOMLOORKmANSHIP. 00 NOT SdAL4 _CmAAIN4S. 41v0N OININOIoNO AT LAR40 0140 EMAAIN40 SHALL HAY'S PKadeVaNSa OierkSMALf. OdA40 cmmiN6O. Nollry Am4HtT4oTe OP ANY.0 roam, PIVOT( TO 4,0 WZNOINO AO* 0,d. SHALL ea mnePoNs10!..0 loom 44 0;ftNgotONO ANO CONCITioNs oN TI-0 ... A.G. 1.0 ReSeONOIeL0 rcA k- A67V4 ,4. 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T1 4$10 GQ T. *O.* 3 rig3 At 6' Nget :ria et:AM'KO oA c,tiecTtoro 1 .19rlt ot•e is3 r; OY L.4441t.24'' GEC co)-Levi INTO, a lyr TO. 6' MIN, vV CrOXY i6 tom' ANC, 401v1 iNTO iseyi Ti a 4�i • 1 STAIR G2 G1 2/t4 4O`- -4 4 1 -0 " 0.N. 4A14. `aOGNO { ;`t I $V v12" A2OO.$6 IN %, .., • ---- AG DVG; AYE TO Sco i¢! G!6 e COCA GiceisaA r'rPlCAL, • TAO GAR OARAOE 1,2'_4" c.s TT [u Coq 7, 5 GS eiCRKE etiGN db_ G3 #2d �p ca is re -atdn CO:0,0 re to ► Ai �t 144%. rgtttdtt tutu ea it /44 t� 4Y3♦ 4‘4 PGctteS ro be- A oo. 1 0 trk % -r(, 160,44 rQ of MR O t? Nitip # \V/ t0• Sr�� I )<ISTIN6 POOL OE ;K J 1 NG`✓e OXIST. EL 5� cG?G14 art .A 4' F •NIGH s•: 46 $ A$ �i C • 23' -© ' ' - T OLS 1"1' -3" 12 --3 EXIST' N6 DOUSE CON4. t3e41 AEOva $ei1< c qtr ; -t CO lanitth T4, C4 6')02" (mix) GON4saT3 DYP'GAL tdNLEE0 61 1 t OPTheR iVi SPi t.AL STAIR %emir p nlp r,P Te? teiltOi4 A10OvN J 4 a1 0 CI PIMST ft 0 PLAN 14,s,011/4.,i; 0. K. Vitt 'VI 3840 rt. k e►rtddl I d,1. mratit, nortd l eel* sr* 61 4,410 tUce 5122 1. i23 A. yx.PA \et. 3 Trli eAJ A1k39 ANC? 1a 6 lSaiN G,) AR3 iN 1 1 CONs Jtr PLN PI.. :CON i 4 E 12 ROC, :1 TO MATCH P.N 4/42 TYPICAL SHiN0 ATT'G LevEl. SCALE 1/4' a 1'--0" i+O!VAL AOOP SLOPE TO MATCH 11)007'0 TYPNGAL 3x16 -.O.H. rAv!4e ORACE Nqi 000 11E'A'4 Se@ DIAL. I x1Sr, P Pt, m3TE14 eXiST. 6R0 TOTAL 26OCOVA !�» GTt IGAL 01AOSIAM 26000VA/244✓yt 16.6 AN V `t.T.S. USe3 121 ; '11GE TO 304 C-#.1PAINEL, yt/ 1 •3 A MAIN P-AKER GONNEGT TO f:X I ST 1 N6 SeNV I Ge3 AND L ANGRLiA.SC: I P Kemi I RE-lA EL£GTAIGAL NOTES A ALL tiON44 PEt4POR.%. D LNOe:A THIS C4NVTKA4T SHALL G4MPLY i+41 TH ALL LOCAL COOeS AND RE6Ui..AT t ON9, TF-0 $Fe4, Ti-t3 NAT I QNM. ELE4T74 1 CAL 444e »' rr 1 TH Tf»C RULES Ah9 tebQLAT i oN9 11.6 FLOA t OA PCrrER AND L 14 -(r . trNvt.t~0Q oTherzilISte NOTED, ALL GONE? 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UNIT 4A.AAbe COCA OPENER d A MOTOR 9ATO QPENeLR SPARt+3 )(Ii1M6 tau!. - $ 12 d 12 O 12 * 12 • 12 4 12 0 10 3 10 3 * 0 O 12 • 12 • 12 N3%1 OV6R.HAN6 r0 M ;414 9r. Nl±t4 t 6k. - .et'r r STRAP h'1 i 1'l.ASHIN4 r$ I SE9 CONDO I T F:AKe 4 POLES VOLTA641 ' ✓A 41 r 1t40 ATT14 LeVL*t. TO MATCH a ?GSTIN6 11 Gt�Y/WLL 44,6 PULL COM ATM L.AGGE* 1 Nee10$6' Al'1. ON t) 2 PT f"1it434. ST1t 133 16' AGES d40414 MS V C@ trNiCElot LA.NOiN6 POR 11.0 &013 1.0SC@* S1A 1 • 3rAiR BL YON17 " 41-0414 ?Lt. NE;ri Tl r3 e., AvNC% i� ri.ASHINd 0X!51' PLAT ROOF 1/2" 1/2" 1 /2" /2" /2" /22" /2" /2" 0 /2" /2" /2" N 4 6" 64..04 K U. 61%440 TO MA1" H CXNgT, I '$ 2','112" 1 .0ACI.0 INTO 6, !3Y. T AN i N 3PONY S OA' 100% 10A 15A 20A 20A 20A 40A 40A 10A QA 20A 20A 14A 120 1300 120 120 4100 1 120 4100 1 120 1100 1 120 1100 2 240 3000 2 240 4100 2 240 10000' 1 120 2400 1 120 1200 1 120 1200 $L WED RO 411110111111101 RAIL f$1 4,or c coop' oc4titi,4 rQ 14 MAN t,.== F; Sri! 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MS C098 I H w 'S31N3f1.J IO d01S3N N h ♦ - iv el • N 01 • 0 ip n i+ N tiN N N N h N NN njN N N '1 0 • t 3 z .7 ---272 ,v c d ,vim . 0 A) r6f+ li Cervd + ety:!,a..,ysa•••,.a.,.5.�svt I.: rx ✓at.�Sa+trw_�4op' #o:. *yNSvxG u':t7v /6 rc4'' vu -o3 F• D. 12' i r . 6., A Po /0.1 11" l A cy i ,A A *•, / QA_ r r 1/' . v *. c a. pc Ft 22 " 4 t.% NL z 4.; Z ... `F'a rU wa:arro[wca i.•••..,yelar..* Ca:p& ;r,yxtvr 4r..yyri.k✓ ••5f••=4 itYN. is laR.'4tepor...s4.^...statogoPos >sls •ooftroat' totronoloa^ FRAA tta. r,A.+ aomaa+►+, 1.,aws *At : tisrb!e.k,t45P.scletSrOP.Ys • I 2 (�tJ / /'ei f r� VA &JCOP to CG/cru(� ,/(.4r /1-'i 1" &.' odj A . . —r s. hPhche v / Iiviiim Nv Sa.”01:0.ae n OMAIML•rrOZAPAN •211, 3 PININWIRWIICnmt~.V.I. rr40.14.1•90.14111.1”0....r.•n•••rw■■.+.•.w- /60. /1 i 1" i/1-/-4 f3 Wirg . r i • .+1 DA it' Pe 29 4 ,4 re 0..6_.¢,q Q i iF JtrWEILM tlfl lk r lik40.ww1111.11...1 4•.y..». - •• . b.::..... a. ,» ,....w. >� ... > 'pyQ3i.•1• i31.':fu+wwna.. a 1401$2....lbor •—• • ;OP Sal ;~ 7";-.4"71.7". ..... t , - A: r *o)ds of i g Ant: , , "t- "r 4 wAttid- ti, < , r� , fl WATER LINE FPL POLE 0. - RVIGE TO kEMA EXI 12 EXI .GB3 '' 1� SATE OPERATOR NLW ASPHALT CRI VL`YtAY / f Nis REMOyg EXISTING CBs WALL 11' PAVEMENT PULL OP DRIvElNAY 15' ALLEY NESN SATE EX i ST TO EXISTING HOUS -4" 5' SICEY` ALK EXIST. E C 100 WTR SERVICE EXIST. Gi'J6 wAl.l. 31 NiYt 1200 •AL SEPT1G TANK 400 tIV IELD EXIT. LAiNN To BE PROTECTED • ABANDONED - - • VED PILL HOLE W/ COMP GTED GLEAN SANDY SST. POOL # 555 !XI51 a:6 WALL. EXIST. EXIST. G85 WALL , 3'-0' •/- HIGH TO BE `fNGREASED TO 5'-0" HIGH TYPICAL TH- I.)OvT SEE G65 FENCE WALL SEGrON. 1215' • • � F , „ L SOT1h;,.1 C; ... 1:. TO: Miami Shores Building Department SUBJECT: CONSTRUCTION PROGRESS & INSPECTION REPORT CONTRACTOR: Ralph Wilson PROJECT: Nestor Garcia Residence ADDRESS: 533 N.E. 92 Street PERMIT NUMBER: 36805 INSPECTOR: Alan J. Davis DATE: October 26, 1995 TIME: 3:00 PM REPORT NUMBER: 1 DAVIS ENGINEERS PROJECT NUMBER: 94159 `INSPECTED: PILES ( ) FOUNDATIONS ( ) GP,ADE BEAMS ( ) SLAB ON FILL (X) COLUMNS /TIE COLUMNS ( ) WALL REINFORCEMENT ( ) TRUSSES ( ) BEAMS /TIE BEAMS ( ) FLOOR FRAIMING ( ) ROOF FRAMING ( ) OTHER ( ) LOCATION /DESCRIPTION: Slab on fill, column dowels COMMENT'S: Beam detail revision to be submitted 6Z ° G /"' e FURTHER INVESTIGATION REQUIRED: YES ( ) NO (X) ccs: STATUS: APPROVED (X) PROVISIONALLY APPROVED ( ) REJECTED ( ) INCOMPLETE ( ) VIOLATIONS: PLANS ( ) SAFETY ( ) BUILDING CODE ( ) SPECIFICATIONS ( ) AADITIONAL INFORMATION: PIIOTOS ( ) SKCETCN ( ) SAMPLE ( ) October 27, 1995 Date DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305-266-2566 DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305-266-2566 I Q.c. - - LL 1 1 Ill , 1 iF _ ___R - E - i ...----1.----4— i if T 1 i 1 ' - I Ii - 4. -- 7 It t 1 ■ t i-' 1 1 1 ■ j. .----t- ' ---"<- 5 L , _ .... --f- ■ _ ■ i ' ■ 1 1 ( 1 ---4 1 1 i 1 - c. - _,.., F T I — - .L.,..' o,1.1-\, --- r•c - t -. 6 -9 0 . \ - -7-cl.t—A' rb / I L_ , ! ! f`-i ■ , I -,- 4 -- 1 1 L L T --- 4 -1-1- ,...., L- I 1 I 1 I P 1 ; I 1- 1r 1 i I ____ rat ....__ , 1 i- 1----LC- ......, _. fH ...1 , 7 --r— • — pi e t 111 ;I. , 4 - t) . 6 I 1 ,—,. il TO t■ ' '''' .0 , , 4.1,, , .., 4 I ' ,70 • ■ wiI T ,J p.' f 1 • , . 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I , I ■ 1 7 1 I 1 L Co ! 1 4_ ..,_ ( I ; 3 -- rt,E ' 23 c_ , I .— 4-- t 4 - r - - . „ . 4 ;; 4 --4- +- i , , Y - , • 1 ; 1 1 T.; t . . , , 1--- - L.-- - t - --- 1 ! -( T — - - - r— ■ -1-- I 1 ; 7 4 4 i- ; 1 I 1 I t ; r— H MI j 1 I I "•••- Ililimil I IIP•0011 1111 1 1 111 1141' 11 • , / ..7„ Pm 1 ‘.. IIII NI METAL DRIP IX TO MATCH EXIST. 9NCGO TO MATCH EXIST. 8' GONG. BLOCK tlet t t tt !If tt„ ovEWim5 TO MATCH EXIBTINO 8 GONGRE:TE TIE PRAM Y4/ 4 * 3 CARS AND * 3 TIES • 8' . /G 36 1 X36• GORNE:R BARS Tivxd o r�L �IvP1: 8 CONCRETE TIE BEAM YV 4 * 5 OARS ANO *3 TIES, 8' C/O 36 "X36' CORNER BARS 911.G40 TO MATCH EXIST. 8' GONG. BLOCK 12V'S - 1 4 (. wyEr. TrF4 C,i.- GRADE � = 1I1 1 SCALE 3/4' * I'-O' CM ENT ME TO MATCH EXISTIN6 BUILT LP ROOT' 3/8' GDX PLYWOOD a ATHIN6 WOOD TRUSSES ) 24' G/G R -30 PI13eR5LASS INSULATION BLANKETS METAL SEAT W/ 1 /8' MAR. STRAP 1 IX4 WOOD PURR. STRIPS v 16' C/O --- - -3/8" DRYWALL P.T. WOOD PURR. STRIPS ®16' G/G R-3 INSULATION ---- -- 3/8' . STUCCO ••. PILL BLOCK GeLL9 iN/ INSULATION AT GARAGE ALL SIDES 4' WOOD BASE CARPET ON GONCRETT SLAB 4' GONG. MAO W/ 6X6 *10/10 ' 4 ON 6 MIL VAPOR BARRIER ON WELL GOMPAGTTrD GLEAN PILL N m III� ')CIO' GONG. FOOTING W/ *3 GONr• TYPICAL TWO STORY WALL SECTION I /A -2 8" GONG. E3LOGK oYERNAN6 METAL DRIP IX TO MATCH EX161'. EX 5TINO GONG. BEAM To, REINE"O Y Rces) ' I/'2 10' GON1• 9T [!L PLATE'S BOTH SIDES BO NED W/ W4'' THRU 8ot.T3 12' G/G STA6•ERED ST ''STOP AND COUNTERPLASHIN* P1.AsHitgb 3Xt PT GONT. Y'V 1/2' BOL.r9 3' G/G r TILL' TO MATCH EXISTING DV 1' UP ROOF 3/ GDX PLYWOOD SHEATHING 0 TRUSSES is 24' G/G tZ FIeER*LASS INSULATION BATTS MES AL SEAT W/ 1'X1 /8' HUMS. STRAP O MAr -H EXISTIN* NEW 6 "Xtri MIN. Ti E BM. eV4*0 4 1' AND T. 4110 .GRADE ffflI - I —11 1E-711 1_ 11 = _1 SCALE 3/4' s 1 3 /8' DRYWALL EXISTIN* OYEREiANO EXIST.; WALL • 4t.•:•!:. •J � 8 : 4 . 4 •::•. ' •• '.!•••-.. 1. .fi : j. ,• :.+ —1X4 WOOD PURR. STRIPS • 16' C/G IX2 P.T. WOOD PURR. STRIPS ® 16' G/G !Z-1 INSULATION 4' WOOD BASE CARPET WALL SECTION AT D I N T NO ROOM 2 /A -2 16'XIO' CONG. FOOTING W/ 2 *5 CONr. 1 EXIST. 4' CONC. EL.A9 Yy/ 6X6 * 10/IO WWM ON 6 MIL VAPOR CARRIER ON YvE'LL GOMPAGTeo GLEAN PILL � r ' . , 1 • • . rr ' •, rri - i fn iii =--- iii ---- iii - , -- , -- ,fil ---- II II • • Emma Jo • C6/10' VIc ENERAL STORAOE SPECIAL DOOR 6' - 10' 6" STEP 1./Pi STAIR 012/14 IB rt, • 't + . 3T. GOL REMAIN LINE 0 SEPT! AG DUCT AE30VE TO 2ND PLG16) CONG. E;EAM ABOVE SEE SHEET A -I DOOR OPENER TYPICAL \ O.H. GAR. DOORS 8 "X12' (MIR) CONCRETE TIE COL. W/ 4*3 CONT. AND 13TIES O/(O �r TYPICAL UNLESS 54-10i^W i OPTHERAISE 't O \ \ f1 O L 4 9TL COL. TYPIG NI EXIST. MAO. WALL TO REMAIN _ : _ Remove EJJ 11 BLOCK TO ALLOW NEi1 cA3E=D OPENIN EXISTING PL EXIST. O.N. SERVICE TO REMAIN l3 R SLAB 3' - 4" START FIN. WALL PLUSH WITH EXIST. WALL 8 "X12' STARTER CONG. TIC COL. A/ 4 * 5 CONT. AND * 2 TIES ®12" C/O NEW 6' 'STEP UP ---�- EXISTINO OYM NE'W 8 1 X20" GONG. TIE COL. i+y/6 *3 CONT. REIN'. AND *2 TIES *12' /G DOiNELED TO EXIST Tie COL.. W/ (./2'X12 L DOYreL3 24' C/G • E:XI3T. GOLD- TO REMAIN EXIST. WA!_L TO --- REMAIN 00 00 5' -1" 40' -4' NLM COL. 5Ed 9TR. DA* CONCRETE SLAB AE30VE c3 NEN *ADDITION d �.. /[ TTT IT.T NMI 4' GONG. FL.. SLAS 6 ABOVE EXIST. SLAB REMOVE: EXIST. SLIDING *LASS 000R9 PATCH UP TO MATCH EXIST. TIC BEAM TO REMAIN NEW FRE3NGH DOORS AS 5HO fwJ GOVT. FROM PTO I*33 TO T. O. PILL CELLO A/ CONG• RELOCATE EXIST. PLANTS EXIST. POOL EQUIPMENT TO REMAIN 1 EXIST. KITCHEN NEW 3"X 3' STL PI Pe cos.. E3oLTED TO EXIST. T'i3. * WALL W/ 4-I/2" THRUJ BOLTS. P a ® / Ease or SLAB ABOVE 0 .. O � 0 L I 8'X12" TIE COL. vv 405- f.4NT. AND *2 TI E9 ® 12' C/O TYPICAL NEIN GATE NEW WALL PLUSH W/ L?Xf LL NEW TERRACE., RAI G8 P :-= = - F = NEW EX16TI N6 EXISTINCB HOUSE REMOVE EXIST, WI NIDO AND ROOP EXIST. DIN1140R L FIX. /WALL OM EXIST. LIVI rx EXISTIN ' POOL R. G8 N 8 "Xf "� NCRETE T COL. i•V + *2 TIES 6 c/G 60" D. STL SPIRAL 'STAIR EXISTING POOL DECK 6' +/- STEPS NEW WW2" GONCREre TIE COL. ?V 403 + *2 Ties 8' C/O 1 N EXIST. STEPS AND DOOR TO Be REMOVED NEW 8' GONG. BL. ANA TIE BEAM i , I/ c re i4 %x12 rc ext`'i"r s- cN FIRST FLOOR PLAN SCALE I /4' -O t 1u z z 5 -51 -15 REVISION 1.51.'14 JOSE R. DE VIV f e architect 5845 n. kends I I d m1am1 Ploridd 35106° Sc 5 - 02 SOT$ LIGENSI✓ S TOP OP T.B. eaY0 9 NSW 130 A. 30 GIRD. SUBPANEL 3 *1 THW GU WIRES AND I * 6 THW GU WIRE IN 11.2 CONDUIT NEW GONG. PTG. 4 A 12 ROOF SLOPE TO MATCH EXISTING 4/12 TYPICAL EXIST. O.H. SERVIGE EXISTIN&PANEL 61 RDER TRUSS GRADE L9_ EXIST. PPL METER eX1 ST. 6ROUND v ELECTRICAL RISER DIAGRAM N.T.S. I for STORAGE! UNDER 5 SECTION THI U STAIRS ,& A SCALP. I /4" ! I'-O EELESGTR 1 CAL 3GHe'ULE CIRCUIT * USE G1 RE FR 16ERATOR G2- THRUI6 6ENERAL LIGHTING G3 -4 -14, 2O,216f E RAL. LI6HTIN6 6PI G22,23,24 2130 SP a 3A/5P G4 -3 SMALL APPLIANGEx3 C6 G1 68/10 G4/11 G12/14 G13/13 G16-1/ G26 G25 G2'1 -30 TOTAL NON- GONGURRENT NEN IRONING BOARD WASHING MACHINE PRYER AATEM HEATER AHU /STRIP HEAT AG GOND. UNIT 8ARA6E DOOR OPENER SPA MOTOR BATE OPENER SPARES PIRST 10000 O 10OA% 10000 AG • 100%. 10000 BALANCE 0 40 1(14350) (14330) 8000 TOTAL 28000VA 28000VA/2401y116.61 AMPS USE 123 SE4VIGE TO 30G SUE3PANEL W/ 123 A MAIN 8RE Amen GONNEE'GT TO EXISTING SERVICE AND INCREASE IP REQUIRED EELE',GTR I GAL NOTES ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL LOCAL GODE'S AND REE6ULATIONB, THE SP3G, THE NATIONAL ELECTRICAL GODS AND WITH THE RULES AND RE_6ULATIONS OP THE FLORIDA POWER AND LI6HT. UNLESS OTHERAI6C NOTED, ALL GONDUGTORS SHALL BE COPPER WITH TA INSULATION POR SIZE 10 AND SMALLER. GONDUGTO OUTLET BOXES SHALL BL': PRESSED sTerel. IN DRY LOCATIONS AND GAST ALLOY WITH THREADED BS IN WET OR DAMP LOCATIONS. DISGONNE'GT SWITCHES SHALL BE HORSEPOWER RATED, HEAVY DUTY IN NEMA I OR 3R ENGLOSU AS REQUIRED BY EXPOSURE. ALL MATERIALS SHALL BE NEE AND DEAR U.L. AND UNION LABELS WHERE APPLICABLE. ALL WORK SHALL BE reRrommeo SY A L I GENSED P_L.EE`GTR 1 GAL CONTRACTOR . IN A P 1 RST GLASS, i' ORKMANl.1 KE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPI:RAT 1 YE POR ACCEPTANCE SY OWNER/ ARCH I TEECT/ EN6 I NEER . ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE. CONTRACTOR SHALL PAY POR ALL PERMIT PEES, INSPIEGTIONS AND TESTIN6S. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS OP AG SYSTEM AS SHONN ON PLANS. CONTROL. SHALL BE SUPPLIED BY AG GONTRAGTORRAND CONNECTED BY EE.E'SGTRIGAL CONTRACTOR. YetiIrY LOCATIONS OP LIGHTS AND OUTLETS WITH OWNER SeFCRE PROCEEDING WITH THE WORK. PROVIDE A TP_LEPHONE, DI GABLE AND SECURITY WIRIN6 TO NEW ARL'AS. DI GABLE IN LAUNDRY /TERRACE. AG1A TO MATCH P.XISTIN6 e00P TO MATCH EXISTING TOP OP TIE PINri.'. u )iCOND rt. k OND TOP OP 2ND\L. SLAB GRADE O rr NEW GONG. SLAB SEE; STR. DW60 _ rt. i 4.a r _ r'7" r' rLIIt11111iit111ittII1ItIt1il111iiitt1tt11111111I1I111111t111111t1t111I11t1111 X11 .1IIII,1 3/6' DA ON I)(4 PT. 8'X12' GONG. TIE M. W/ 43 CONT. + *2 TIE E3ALANGE a 4' G /G. 8' GONG. BLOCK W/ STL. REINP. LAID HOS 1/2' DRYWALL ON IX2 STRIPS I6' C/G AND GONG. SLAS. SEE S It 42 11 1141111 41 STUCCO TO MATCH EXIST. I/2' DRYWALL ON 1X2 PT. WD PURR STRIPS 16 G/G ANDS INS. Bereety. • GONG. SLAB. SEE ST1t. 17W6S. PURR. G 12 "G PIGAL S TY ZONTALL J • 16' PT. WD INS. BE DW6S. WOOD - musses TYPICAL 3/8' GA ON 1X4 i'M PURR. STRIPS 16" G/G 8'X12' GONG. Tie BM. W/ 405 CONT. + *2 TIE=S 12" G/G BALANCE ® 4' G /G. TYPICAL 8' GONG. BLOCK W/ T1VUSS TYPE ST1. REINP. LAID HORIZONTALLY a 16' G/G 4 i > . S IPS16'G INSULATION STAIR i^eLL AO HANDRAIL SEE 514 � A S DRYWALL el'i DOOR tAti - i�. (EXIST. EXIST. SLAB ' BLOCK 11.1111111.11111 4111 1.1 tilt11t1.11111t1 l _IttII1itittllttti_ ! EXISTING ' 'sr PL REMOVE exist WINDOW AND BLOCK UP � OP�IING. PIN. TO MATCH I STING INSULATION E3ATTS rIPUsjag 9f1M nlggl w 1 Ra4ov ! CXI ST. ROOF I NE A GONG. SLAB I SEE OM Dr'h55 *$ 12 * 12 * 12 * 1 • 1 *$ 12 3 4 10 • 0 10 3 >s 6 * $* 6 * 12 4 12 * 12 - - � _. �i - ^`�,\ i < NEE 8' GONG. BLOCK i^V -' TRUSS TYPE HORIZ. Sit REINP. i - 16' G/G VERTICALLY 3/8' DK ON IX2 PT. WD PURA. STRIPS 16' G/G AND R3 INSULATION BETWEEN NEA 011. AN4LC SUPPORT. SEE STA. DAS EXIST. T.B. E:xl 1'. FINISH EXIST. GONG. E3L0GK WALL EXIST. SLAB SECTION THRU STAIRS 04 SCALE 1/4' a 1 AIRES CONDUIT BREAKER POLES VOLTA6E 1 1/2' 1/2" 1/2' /2' /2' /2' /2' /2' /2' /2' /2 ' 9 _1 20A I3A 13A 20A 20A 20A 40A 40A 50A 30A 20A 20A 10A 13A TOP OP .ND PL.. EXIST. PTG. see silk 1,A40 GRADE 1 2 2 2 2 60,0$6 120 1300 120 120 6430 120 4300 120 1100 120 1300 240 3000 240 4300 240 10000' 240 1300 120 2400 120 1200 120 1200 BALCONY /6 STORA . E 13R• 1.2 18 G24 14' -10' +/- MASTER BEDROOM LIBRARY PLASHING EXIST. ROOF TO REMAIN BEDROOM CLOSET fit 11111 111111 11 (4 UP6R 46.3e. 21 n DRAIN TYPICAL 1 W GI8 1 1 L___ __ 2 RODS 1 �1 V1! C401O■ ESA CONY GId SLOPE' 1' 1-.- LINE OP OVERJ•(ANG G /ERED SCREENED T RRAG GONG T.B. BELOW GERAM!G TILE ON BUILT UP ROOF GONG T.E3. BELOW SLOPED EXI STI tvi RAISED'' EXIST. WI TO Be BLDROQ X15TIN6. F � OUSE 0 c EXISTING SLOPED ROOF TO RE':MAIN VA 34330 NE .V4 86' OVEAMANG OPP E!XI3T. PLAT RoOP EXIST. WALL DECG\V EXIST. PLAT ROOF TO Be REMOVED !1 3'-8' 1 8'-10• 4' -I1' LS AND E3MS 2' 14. RAILING SUBMIT 5H0P arias 7' 4' O STL COL. ti/ • PRECAST GONG. COYER SEE STR. DW65 TYPICAL 4 NOTES: PRODUCT APPROVAL NUMBERS AWNING TYPE WINDOWS, SECURITY WINDOWS 1 SLIDING GLASS DOORS, SECURITY WINDOWS HURRICANE SHUTTERS, SECURITY WINDOWS ALUM. FRENDII DOORS, SECURITY WINDOWS OVERHEAD DOORS, SCALE! 1/4' * 1 DOORS AND.WINDOWS SUB BUCKS SHALL BE P. LUMBER @ 2" MINIMUM NOMINAL DIMENSION AND SECURED TO THE STRUCTURE WITH MIN. f l 1l It NAILS PER LEG OR OTHER APPROVED MEANS. '= '•W 6.C:4409.g ' *VA' JAMBS SHALL BE SECURED TO SUB BUCKS WITH MIN. 6 -3" LON42 SU143$ V/. AT EACH SIDE AND SHALL PENETRXTIS MIN. 1" IN'TO SUB - BUCKS. HINGES EXPOSED TO THE OUTSIDE SHALL BE NON- REMOVABLE 'TYPE. EXTERIOR EXIT (REQUIRED) DOORS SHALL DE EQUIPPED WITH A COMDIANArION LATCH AND DEAD DOLT WHICH SHALL COMPLY WITH THE SFBC PARAGRAPH 3103.1(d) AND SUBSECTION 3602.1 AND TO RESIST A 300 lb. FORCE APPLIED IN ANY MOVABLE DIRECTION AND ALL STANDARDS SET FORTH IN SUBSEC " PION 3601.2 THE EGRESS SIDE ON THE INACTIVE PAIR OF SWING DOORS TO THE EXTERIOR SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR MULTIPLE POINT LOCK WIHICH CONTAIN INSERTS, EACII WITH 5/8" THROW BOLTS AND A CYLINDER LOCK. 1 91- 0821.5 1 )1- 0628.1 t 91- 0614.01 1 93- 0913.3 193 - 11'9. SECOND F LOOR PLAN z 0 Q z iu 0 ( REVISION 5.01.15 REVISION 1.31.'44 JOSE R. DE VIVERr architeG 5845 r1. kerida l i dr. miamf, Plorida 33156 305 - 62 8018 LICENSE SHEET NO 5. 5. a4 bye 2 X! " VAS�a M.R. DRYW :L T L — va GN.. BLOCKS , , ■ I ' 2 MI RROR • 'r. o - BAGKSPLASH - 1 r VANI 1 1 RS VANI GAB GT CA BAG KqPLA VAN tY MIRROR DUROGK 5L.6L .WItiDOW MASTER BATH ANi L.OSET POOL BATH SKYLIGHT ABOVE ROD D RYWALL WINDOW MIRROR 19AGKSPLA5H DRAYtiRB TOP oP TIE BEAM NEW ROOF= TO MATCH EXISTING NEW WINDOW TO MATCH EXISTING NEW FIN. FLOOR 4 is EXIST. FIN FLOOR EXIST. GEM. TILE ROOF EXIST. EXIST. FIN FLOOR PXI3T PASGIA EXIST. 5TV000 EXIST. DOOR EXIST. GEM. TILE ROOF f PIN. PL.- SECOND PL. I ROOF TILL' TO MATCH EXISTING MOOD PASCA TO MATCH EXIST. TYPICAL STUCCO TO MATCH EXISTING OPEN *LAS 1 - - - - - -1 BL 02 1 X12• DYPlc/Mw . OPENERS 0 i CT' "c ---- ROOF TILE TO MATCH EXISTING —l. SHOWER F4 G.T. BASEBOARD MRS TILE TRIM D RYWALL NTnRI OR EL!/ATIONS ADJ. 5143LVES DNAY�;ER KNEE! I SPAGO 1:3ASEi30AR12 VANITY RONt (SOUTH) ELEVATION 1ON`r (SOUTH) ELEVATION J..e I/411 PIN PL. FIRST FL R:rAR (NORTH) ELEVATION TYPICAL. TI BEAM 9TUGOO TO MATCH eXISTIN6 exIBT STUCCO STUCCO TO MATCH EXI011N• EXIST. RID6e reel TILe ROOF TO MATCH eXISTIN6 =.� • n. .. , ��u. n� ■..��un.i■. ■■�... ...a.... ..x • ■ ��.u■ &■■.�Aau, R■�� = ...me..u■ .. w. ..� .��.u..��. .WW� n �. - .■r.n■_�..��.■llalln .a ammo 11 e.rAmos11 .��.� 11 .. ill EXIST. WINDOt -� SC.ENEz. vLN AT EA. ENLOP CON. TIE BEAM -SEE STR. DWGS COLUMN - TYPICAL EXIST. BLOCK kIALL ro Al;MAIN PIN. FLOOR PIN. FL. BEYOND TOP OF TS. BI YoND TOP OF lid IMAM SEOONO PL. BEYOND FIN Ft.. rlN P1. PIRBT FL. LE SITE EXIT 9111000 EXIsr STUCCO (itAisT) ROOF eaYOND - "+ V Q BEYOND NeA Ex I STI NO RtAR (NORTH) ELEVATION SGALe 1/4' = I'-O" NE;M 2NI7 FL. NEN EXISTING 1ST rt... RAISE ROOF 24' AS SHOIerN POUR NE 1 CONC. TIE BEAM 8 "X12" YV 403 AMP S*2 TIe9 012. c/C ROOF SLOPE TO MATCH EXIST. 4/12 RIGHT SI �E (EAST) ELEVATION SCALE f /4• = I'-O' REPLAGe EXIST. WINDOW W/ NE M *32 AND BLOCK UP BALANCE. PIN. TO MATCH ISTIN6 TOP OP re BEAM BALCONY BEYOND W/ SOLID MAS. RAILING PIN. FL. 2Nt3PL FIN. PL_ 2ND PL. BEYOIzio PIN. PL. FIRST FLOOR GRADE ,4- C REVISION 3.31.15 REVISION 1.3I.g4 JOSE R. GE VIVERf architec 5845 n. kends l l dr. miami, Florida 53156 305 662 8018 LIGENSE # 5128 SHEET NO OP 6 4" TO SEPTIC NEN TO E3EYONI13 SCALE 1/4" • •• • ..a • • "" UNDERGROUND CONC. SLAB EEVA ON • • • • •• • • 7 "* a • • • • • • • " . - at • r . • • • % • • • • - 5*- • KL: •• it• t . • • • • 1. 1 . • • • 6: ; ‘!:t INSIDE PARTITION 2 .. 2" 5" FLut+No ISOMETRIC NOT TO scALe UA CONC. TIE iseAM CONCRETE TI COLUMN CONC. BLOCK NALL NALL INf. SHON , 01‘ TIE E3MS AN COLS ONLY TIE E3EAM E3EYONV TIE CO * E3EYON13 • - • ■1 r, • 2" 11 POOTIN6 EfEYONt, G .0 . EXIST. fROO AN TIE E3M E3EYONI, 'MALL eeYONV PLASHING ROOFINS METAL DRIP NEN 4" CONC. V;ZONI, SLAE3 ss.XIST• TIE BEAM EXIST. BOLDS TO REMAIN SO DOORS TO ag H EXISTING I/2" ORNeriALL IX2 P1! Y:IOOD PURR. STRIPS GONGRETE E3EAM-SeE SIR. ExISTINO,G0NO. BM .:;r1kENGH 00ORS •„i 3/4" Recess 8" coNd• BLOGK STUCCO TO MATCH EXIOT. EXIST • S" GONG. BLOCK (ALL tSRADE seTi ON SGALEII II/2" 2 II-0 OPEN BASEBoARD GoNO. SLAB SEE STR DASS EXISTING GONG. FOOTING THRU 0Y1v1 1/2" DRYAALL ORYNIALL CONCRETE BEAM- 1X2 PT V.1000 FURR. STRIPS 16" G/G FRENGH DOORS EXIST. GONG. POOTINO GEMENT.T1LE TO MATCH EXISTING ON 1 BUILT to ROOP ON WO" GO PLYY400 HEATI-41N ON 1A40012 . SSES 24" G/G STL SEA' A/ i/auxi" HURRIGANE sTRAP AT A. TAUse ENO 1/2" CRYAALL ON lx4•RIPS 16" G/G R BATTS .., • 42: OL.. 10 MA RAILING BEYOND RAILINS-42" HIGH 9/4" ReCess BUMPER TYPE ALUM THRESHOLD Miq' TILE ON BUILT telo ROOF' ON NGRETE SLAB-SEE STR.DY46S 4" INSULATION BATTS aeritieeN 2X4 tiO40T S NAILED TO SLAB t g 4TA DRIP IX TO MATCH slucco • . .7; ;• r.7:.•7711-, Jo . . m".•4 • ••`,"..tr..i .:%:,-;,'",•711 „*." . y:$ •:" 1.• • %.*., •..). 1 . 4 0 : : rt • tr.•....;± • vi • • *.!: •••.■'.. ; ;.1 ••%. • 1 .! ••fi ,•■ ' • • , • • . (4 $_{. k • „ • • •••• t • . ••"11i • .1', •.1 •• • •• ..••• I, •• • •e• e ttititititif it tit 'tilt 1 • . • ' 1b. . • M M M I I r il l I 1 7 1 I I I II I 4 •.;• • • r • • N( POOTINO / 6R.ADE riC DRYAALL BEYOND 'MO eAsa IB.EYOND FRENGH OOOR 9/4" REGESS - BUMPER TYPE ALUM THRESHOLD 1 6N cot:ic. LOCK z ...100 No.. q422 SHeer SECTIONS OAT E 0a.91.15 °IS JOSE R. oe VIVEF20:i architect 1 5845 n. kenddll dr. rriarni, Plor1dci 99156 905 662 SOIS LICENSE No AR 5128', itek ke tat° #.\Y. l:XI3TIN4 G9NG. '0M TO a I EEIW'ORG eV 1/4 H. WI. PLATi»! AY 3OLT! vet 1/2' MAO BOLTS 12" 4/p 31A66 17.. BEAM SGHe1 ULe ;¢e-1 5'XI2' MIN. kV T • Z*e - *3 er. rt 3• G/G A3-2 8'X12' MIN. M/ 2**t + 2 sB - *3 Sr. ®'s' G/G R8.3 80x42' MIN; X4' 2 • 2*38 - *3 T. • G/G Re-4 ' i'Xf 61 MIN. I! 2* 5T • 24 . or.. < 1' C/G tV-3 0'X1 "',MIN. W/ 2*5T +.269 - *5 Ora * -r G /G 0 MI,N. W/ 2 *51 • 2440 - ! 31'. ®1" G/G Tin eaAM3 8 MIN. Y'V 2;51r • 2 • . 4 Gr. • 12' G/G o .ANGf • 45" G/G AND 44 GORN>.,R, BA t$-3b'X36' GONcR T>+ LL 40 Ini" 6$ Pus o - I 8 "Y4-' 2ti'1 r; ' *-1 13 e t ,5' o0o rte . +4 a </,: -... &44•: �>+_1 r , z14 ; 3 ,. 016"400 t b . e.r . '1 3y ' $'t. Mtu 2 5 r 44: , r ,a fey AsYe IA 5r, 5 r144 _4 14 r?, -8 2.c4' 2t ,2i'1 A nos Arep . T .B. • 34. €to oar 3 1/2 GONG. 5LAO MIN. FO -1 1 1 1 Ks►2 "T wY o . n I I T.e. 1 AG MGT'S I ABOYII SLAB T.G. +9 -8 I TO. water FP L 1 • T.G. �• GONGSWE SLAB P.P. EL. +I2' -8' t}4C "T r i qr e. L r —r __.J I rT I 1 1 I ll ;solo "rj I "la I EG N P1 Q 1= RAMMING- T.G. it a T.G. 0 tA 1 13' -4" r= 2 �x,►o` P, ire- 3 *4 - -. ■ T.G. Ietot„ or. t T( GOL. [ o- Pe-h N 9. A$OVII SLA0- T1'PIGAL C r IIXISTIN6 GONG. OM TO ea RLINFGRGe9 W I/2`X1O' 14. or. PLAT M' IIA. SIva 801-T r, ill 314" THRII , aot.ro 12' c/G 3TA66 R3t3: RAlea IIXI3T1N5 eiALL3 YV N!.'"i+4 ei'X ii II M. M/ 4413 TO AL,.1.0A A G '-0° GIIILIN6 1-C6Ht T.B. ��.� 3`�'�';.�.�.u✓ x -._.._ `� ��:..�""..�: '?`- S - . ,'; cam, • •,.. it ,CV4ri-145/0‘4. /l'ip' ..8.-- ..10(_,./t e p; ,c....le.., 1 co 0 r •/,•::". ,, .....,-......--• .... or.e vat ,,,.„.„,.„....„,„, • I/ // • • !I /I t ' .11 et , , t- 4 c.41,4,41 /-''' 4 4°' *I I Z i - 1 o , - 1-,. ' G • 1,- 44t4_ ev.,,, ye AO' ied' , Ti„ 30.i's.,,-....,,, ,, 8/ * - ,...........+. .8 1/ • c /9' T4 , $., • ' - . r . , • ' ,__e.41. /rt, Wry , , '1 •8 .3 .4.4, . f: 1C4O4... 2.6 7---- /0 ' iip / fOW; —17 114:' tth. 8 /11. •111. E l■ 1. 1 /a/ 8kEritIC if' 0 scA - • 8 ! re./oer , ace 4‘; • ee. )2 :e 7.4) :41:1.'4:s ,/r/q'iribte:), VIM ••''''•:„ • .j • S E • *Yet " ). a° -1 ? 4' 0 Q tf el / W4y 4 1..11 • '.' • • • ^T1 - ..; ettf.as' c.0or . A! Ole48,e A/6, o/4 AV6i ?/:f 8.19(.514!„44.-.e _ ex/0/14/ e‘do:7/44.4 „ •'‘-'1 ..57741Ari4(//8 c3441".4.4 4.-?",/_"._ 5 .8.9T ,M4A-77 F I300K _ _ LOCATION SKETCII DA WE IPLI) SURVEY - 6.. // ... / 7 9 SCALE : 1" ea?' REVISIONS /2A,./.0 i%!;r.--)e 5/ A/kW/ 431-44W /t/0, /-v / ,.47" c AT,Ac .37 rt./‘ azuts rz.oxe,/e4-1. PRON. A1)1) ' ' 9c:/A/ LEGAL DES(. RIV11ON CERTIFIED TO: •A./ • i • ABBREVI 1,39NS IF ANY AP -----...._, SWK=SIDENALK. CBS:CONCRETE BLOCK SI RUCT 1., RE, CLF.CHAIN LINK FENCE, PL= PR IfRti LINE. N/D=NAIL & DISC, IP-IRON PIPE. F:FOLIND, SUS TOY. A/C=AIR CONDITTONINO" PAD, F/C.PROPERTY CORNER, D/H=DRILLED HOLE, W/FWOQ FENCE, RES= RESIDENCE, CU CLEAR, RBREB AR, uF...= Lim 1Y EASEMENT. CONC=CONCRETB SLAB R/W:-RIGHT OF WAY, c =CENTERLINE, t3=D MET ER. SP=SPIKE. TYP=TY PICA L. M=MEASURED, R=RECORDED, ENCR:ENCROACHMENT, COMP=COMPUTED, C/N.CU r NAIL !VW-ROUND N Ait, s.-sEr. FFE=FINTS1-1 FLOOR ELEVATION, 0/S4DF1 SEI', prp.po NN ER POLE SURVEYOR'S NOTES: 1)THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE W1111 111E DE.P11O N FURNISHED BY ,5_■.4 IN 0 r , 2)ACCORDG TO 1'H8 TI H8 NATIONAL FLOOD INSURANCE PROGRAM, THE SUBIRTT PROPERTY UES WITHIN FLOOD ZONE: : 3)UNLESS A COMEARISON IS SI !OWN, at, BEAR14GS. ANGLES, AND DISTANCES SHOWNAREI Ti B SANiti-AS PLA VALUES: 4)THE LANDS SHOWN HE „ WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON TO PLAT AND THE SAME, IF ANY MAY NOT BE SHOWN 014 THIS SKETCH; 5)UNDER(ROUND PO R11ONS O$ FOOTINGS; FOUNDATIONS OR OTHER IMPROVEMENTS WERE NUT LOCATED; 6)F ENCE TIES ARE TOME CENTERLINE OF THE SAME 7)WALL TIES TO 11{E FACE! OF big SAME: 8)ELEYA11011 WHEN SHOWN ARE BASEL) ON NATIONAL GEODETIC VERTICAL DATUM NQ VD) UNLESS OTHERW1SE,,NOTED; WHERE NEE NO ABOVE GKOUND„ ENCROACHMENTS OMER THAN THOSE SHOWN; 10111iIS SURVEY IS FOR MORTGAGH PURPOSES ONLY, NOT TO BE VSOOR CONSTRUCTION PURPOSES. I HEREBY CERTIFY THAT ME ATTACHED SK E rot OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRET REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS MINIMUM TECHNICAL STANDARDS AS SET FORM BY 111E F VAT DA BOARD OF PROFESSIONAL LAND ' SURVEYORS IN (RAMER /I I111-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECT1ON 472.021. FLORIDA STATUTES / FREE1)0N1 OF LAND COIIPORATION ---' 4 "-, 4 : 4 - ' • SURVEYING SERVICES _ . „,,--- 7575 \V. FL AGLER ST. SUITE 207 .. ere.:-•<4* MIAMI, FLORIDA 33126 (305) 266-4451 R ii DA P.O. BOX 65-3706 PHONES: (305)262-7844 ' ” ,"' REGI7T E D. ' EN01 NO. 5133 MIA NII, FLORIDA 33265 FAX : (305) 262-5007 - .....,C 11 OF71..0 IDA ,. . . , NOT VALID UNLESS SEALED WI AN E.M130SS ED SU R VeYOR S SP.AL. P.* : , , - tr , -,71;Z:- -77 1, • 4-4 .„ . - 41t7 $1* Illl�iti11111111/11M1l11f111111111111111111111 M _ STEP DOAN 8" GONG TYPICAL ..6 "X12" CONCRETE FOOTINGS i^V EA: WAY.- TYPICAL U.N.O. TE BLOCK WALLS 4" CONCRETE SLAS eV 6X6 #10/10 ieViN1 ON 6 MIL VAPOR CARRIER ON ?SELL COMPACTED CLEAN PILL 2 24 CONCRETE FOOTING •^V 3 * 3 CONT. AND 36 "X36" CORNER BARS. TYPICAL 8 "x12" CONCRETE TIE COLUMN eV 4 * 3 BARS SENT AT BOTH ENDS + 0 2 TIES AT 8" G /G. TYPICAL 12' -3' 11111111111inli1 1111111111E1111111f 11111® I YJ' 1111 mulanumniummunormon 8 "XI2" CONGREMB TIE COLUMN W/ 4 * 3 BARS BENT AT BOTH ENDS + # 2 TIES AT 8" C/O. TYPICAL 8" GONGRSTe BLOCK WALLS 13 -4" REMOVE! EXISTINd WALLS AND PTG9 ih1+ERE REQUIRED TO ALLOW NEW STRUCTURE'. 4' CONCRETE SLAB W/ 6X6 *10/10 iwr -( ON 6 MIL VAPOR CARRIER ON ?"ELL COMPACTED GLEAN FILL 16 "X10' CONCRETE FOOTING V I 2 5 CONT. +2ie5(e6 "X36') II CORNER BARS. TYPICAL ONE STOii`r1 1 3 11 SE GOLI'4N9 TO HAVE * 3BARS AND a2TIES 4 8" C/G "(YIN* EACH SET OP 2 BARS AT END AND 2 E; 9 AT CENTER 1 I //' RECESS 1 (_ 11111111111111111 1111111111111111111111 I I /2" RECE =SS 42101/ Aar AI EXISTING /1 EXISTING FOOTINGS BAR f=1 TO TO T1 a SEAM BENT ELND9. " PILL BLOCK GEkLLS . TYPICAL EXIST. SL.Ak3 POUNVATION FLAN SGALe 1/4 "iI' --0' NPY4 8'X24' CONE COL. W/ 6*3 00NT ANS S3 11E3 I2' G/G 40' -4" Ex1S7. WALL "X36 "X12" CONCRETE FOOTINGS %V 4 ss 3 EA. WAY.- TYPIGA 8" CONCRETE BLOCK ALLS TYPICAL 3/4'X'3 1/2' RECESS NEW I6',0O" GONG. POOTI W/ 2 * 3 CONT. AND 36'X36' CORNER CARS 36 "x36 ",K12' GONGReTe FOOTINGS J 4 * 3 EA. MAY.- TYPICAL 36 8 X24'XI2 4 � NGRE:TE: FOOTINGS "el/ 4 * 3 EA. ilk ,- TYPICAL LANDING _t J 48 "X48 "X12" t1 CONC. P1O. i / 1 4*3Ej4. NOTE: EXISTING Si E WALLS TO BE OEMOLIS14E0 TOTALLY INCLUDING EXIST. POOTINGS AND GONGRE:TE SLAB eif4ERE REQUIRED FOR Ne M FOUNDATION AND WALLS. NOTE GUT OPP AREAS OP EXISTING CONCRETE DEGK %s/+E:RE REQUIRED FOR Neel STRUGTI.RL' AND REMOve exisT. BLOCK WALLS _ ',MATER LINE FPL POLE! V 121 riYoN rxi8r. eXISTINO FOOL AND C K EXISTING 1-1OUS 47 -4' EXIST. CON*. AALK PARK AY PAVEMENT NE .A 3ATd 3' 91D1!iKALK N.!!. 42ND STRear SIT FLAN O -0 • 1. EXIT. LAM YO BE PROTECTED -EXIST • TO BANOONE:O , moves, Al ' PILL HOLE W/ G0MP ^0TE'0 GLEAN SAN ›Y P rvLI, r Dmt fdti L 1 5' A!.`I.EY NT YrTR 51 1 /Ice c XIST. POOL # 533 100' ISKIST.CerSAMIL 51' -6' 1200 49AL. SE:PTIG TANK 400 Olt O*AitNPICL CI ON RIB - CJ 13.>• MALI 2 11 -6' , EXIST. /5RAINFEILI7 Q ? . k!4 W Rtittl ott r sit Dg;1t311. ELENtkito3 1 AY at In attntlitie; f tin 13 0E1E131 M ftlitStAia # ttiva'tcM• STAIR SGALE3' = * G/G to3s8" did 6" GONGRellt 3l.. E3 TYPICAL. EX{9T. CBS WALL IL 31 --O" +/- HIGH TO BE GREASED TO 5'-0" HIGH TYPICAL ThRUOUT SEE COS PENCE WALL SECTION. 127.6' invai :1 I DPn FIELD TO BE NOT LESS LEVEL DATUM fi{ A % `---_ - ,INSTALLES O; Sis,ND UNDER EKE BOTTOM Or D .jNF ELD 1t3 EA. TREAD t34 /G LANDING GENE AL NO EASED ON X I 9T I NO 9 I P CONDITIONS ARE rOUN BEPGRM PROGEfP 1 N6 A I TH CONCRETE FOR GROUND' PL SL.AB$, TIE: E3t'.AMS AN RE31 NPORG I N6 3Tget. ALL. SE ASTM A -613 I P SOIL COND 1 T I ONS Ate POUND D I FFE:.RENT FROM THOSE SPE I P I ED ABOYB, DENSITY TESTS SHALL BE PERPORMaD AS PER AASHTO T- t 80 AND ARI?! THE'! RESPONSAB I L I TY OP The 6.C. ALL AGRK SHALL • Be PONE! I N ACGORDANOM TO THe SP5C. AND LOCAL LAWS AND ORDINANCES. IN A AORKMANOH I P L I_Ka , MANNER . CARE SHALL BE E'.XC I3ED IN TI DEMOLITION OP EX1ST1N6 STRUCTURE: AS REQUIRED FOR The CONSTRUCTION OF' he ADDITION. K e e l THe PREMISES OILCAN OP DE3R I S ON A DAILY ERAS I 9 AND DISPOSE' OP I T IN A LAAPULL MANNER. PROTECT THOSE'! ARE:A9a i' ERE IT IS NOT NEC TO DO WORK, AS AEEL.L A3 THe eX I ST I N6 LANDSGAP I N6 AND POOL AREA . DOOR HA.ROAARE SHALL Be IN ACGGRDANCI+ TO CHAPTER 36 OP The SPBG 6.C. SHALL RE`L.00ATe EX I ST I N6 LANDSGAP I N6 THAT IS IN THe AAY OP THE INE A CONSTRUCTION TREES.DURIN6 AND AFTER TRANSPLANTING. ACCORDING TO OANER'S INSTRUCTIONS. CARE' SHOULD SO GXGERGISED TO PROTECT THE PLANTS/ ALL i1G!2K SHALL BE: 6VARANTE:EED A6A I NST DerEEGTS AND POOR WORKMANSHIP. DO NOT SGALE* DRAW I Nb3. 9!Y4 D I MENS I ONS AT LAR6L' SCALE DRAW I N69 SHALL HAYS! PRERGEDE'NSES OYER SMALL SCALE! DRAM I N63 . NOT I 1Y ARCHITECTS GP ANY D I SCRE:PANG 1 E:9 POUND PRIOR TO COMMEND I N6 AORK . 6.4. SHALL BP. RE'.SPONS I BLe POR ALL D I ME:N9 i ONS AND CONDITIONS ON THO Joe. 6.0. I S RESPONS I SLE: PG>'� CHECK I ON6 ACTUAL .JOB 9 I Te CONDITIONS BEFORE START I N6 CONSTRUCTION AND PO 1 'fl' QUT TO GINNER P05913Le PROBLEr t 9I TES POR GQRRE: I ON T HEN 6 G . SHALL BL' RE=SPON31 eLe POR RELOCATION OP E:X I XT I N6 UTILITIES 1 P Reau I RE:D AND P ROTE:GT I N 3 THEM . NO P I E'LD CHANGES GR p£�/ I AT 1 ONS FROM DES 16N DRAW 1 N69 ARE' TO BB MADE: W 1 THOUT PRIOR APPROVAL OP ARCHITECT AND OiNNER . DO Ha4Vf - FRtUCII QGOrS 1 PAIR AC IVE,r- R1SI 2 -' " < ) 3/ 1 4 - 4 : ' ,MFREIAMI PICI � t O O � AC`4521" PAIRS, fiF -•• ' 5I,.��1} x a . ' .2,-at' s ' - a "X : 3/6' .0 j� 11 %tX f O 6 "" X•.6' •8 "X t 3 /8" FLUSII.110 ^ 4'-)C 6' - 3"X 1 3/0 ,FLU8II X•gt..so1X 1 3/8 FLU$11 FLU$I1 Sad 1 f it 1q118 RATED VERIFY II „$. . � 4I&T IN SITE INSTALL Pl�E(`Y! DOWN LADDER 0P,UNO ti `OG EXIST. TING E Aft l v u _ (uSpFcrou ?NC4at W�-5 - r. JI7 Tv c- tl ' 4 epg u ' C, C��At tz`t C��= Z p5 r TURD: BEAR I N6 CAPACITY OP THe SOIL 19 ASSUMED TO Se 2000 • TO DIFFER FROM THIS ASSUMPTION, NOT I f=Y ARCN I TEGT/ EN* I I EER WORK. OCR 9 SHALL Be MIN. 3000 PSI. POR POOTIN6S, STRUGTL COLUMNS = MIN 3000 PSI 6 0"X 1 1/8” I3IFOtJD f,,,,QUV J � {=! I I I I -1 I I= .I i lI !_ -2-1 111E-111 1-L- - . —1 :I 11 -- I i ) 1 I I I l- Nil 8 "102" TIE BEAM 1► 4*3 CONT. AND *3 TIE/ ® 8" G/G Its . pc•NeL ® 24" G/0 1 WI �MgIN PENETRATION It. A,' eEr f A S 4 8" GONG. BLOCK STUCCO TO MATCH E XI E SrROCI L gel/le-7-c! RPPKv I/eV AS - Akreop ) 4 ,,ek-c,/. `/ / //9 4 N 8 "X12" GONG. rr! 4 pNT AND *' TIES G/0 • * 10'C - 3 /$', c DOLL X 12' L. T 13T. 'T BEAM EXIST. STUCCO EXIST. MASONRY UNITS TYPICAL rmNGe e TION SCALE 3/4'=I' -O" _ SEA '60X1O'X!6' LC GONG. PTO il/ 314 !IA OCeifirO TO CKI Y I'OOTiN f 3 kt) rotayteiQN - t.al.q SON/1'610N 6.1o.q JOSE R. D' VtVtl archltadt 3845 n kenc4a l t_ r*ini t, P I r kki $ I 303. 02 8 1. I L.A tilde $m 5HE 1 N 9 i Ir! lTAL GRIP )X TGH 5Xlor. 4• 04x;4 s3 titer i td �IG ‘1,4 0AR9 mkt . 37UGG0 TO MATGH wow r{s. 4.1 .‹.-1}c 1 4 nutioutstiontints i ?L 1?IIs cmviaa T►Lg.ro MATCH axiom* : ----- Bl11LT I.P ROOF 3/8" GOX PLYNOoD '5F .ATHINO 'MOOD T.1 J3°. 3 4 14' C/G -o Fgi> Rr3LASS INSULATION 15LANKIST$ MITAL SP.AtiV 41' ' 1�R gTTSA1' SOCK Ggt.L4 N INSVI.ATION AT OARAGUI : ALL 310 E9 : 5/4• pLYr 2x02 "JOTS S KY SN, 1111111111 __ d111tl11h1Q=2 '1111111111111. ;' �';. ` . 41) 4X131", MAO. MAIL TO REVAIN , s MOVB eXIOT 8LOGK . TO ALI,Oi 4 Neon GA580 OI'ENIN . r. 3TA4'T PIN, ANA. PL NTH dx,,16T =, inALL 8'XI2'' 9rATirEFt GON ti �Gcir /4/ 4.1 3 .COST. A.NO. *_2 'rip 41.4 . xI -rjN f .. amar aili ll 111111111111111111111111111111111111 ! '' sue_ : - „ •_. OR *AR. 00O . 1 1■16 I-IOUSE .'XI2' (MIN) OONORST5 MTI55 OGlj t TYPICAL ttNLE53 3HaAN • I t '1" I l f�0.t'S r. OVERHANG TO MATCH SXISTIN6 t 1AL Grt IX TO MATGH k'Xl51. 'Xf2' GONGRSTS Ti $ 43gAM iN/ 4$ 3BARS 4 * 3TI53 *It'CIG ' 4gf% ; F; 5AR5 ) 011.4O0 TO MATGH GONG. BLOGK r \Y i F l VtL1 C C�tI.. 4 t •1 !fit' - ih:k: 2 -T L eA- at-c'`4Mtr , u r.' ' te.A. ,'1. t-J Z'YPtc. * 4 6RA01!! Typi 3CALgt 3/4' cmviiT TILIr TO MATGH 5XISTIN6 BmmILt LP ROOP 3/8' GOX PLYA000 SH/ATH1 N6 ic00 MISSES ®24° C/G R -30 P113E126LA35 INSULATION SLANK5T5 KVA. .ZAT fit/ I "XI /8" RAM STRAP G3 r x r.' Gb . koogal F c`? lj ¢lork410 Vi M.R. v...*Lyt V-ei.y09 tvilikAGR - 4 t -- porta Pk TAtt 0 0 • — Fixes> *I-Xso QL ROGI* TILE! TO MATCH dXIOTIN* STVCCO ro MAI'C14 017 PLOCkk .A , t • -;;;"11.. rielf `;-' • g T.B. T.G. T.G. T.B. If OPEN 14 2XI2 JOISTS ca t6" G/G '4 SIMPSON Mil. HANGERS BOTH ON 3X6 P.T. I.EDG4:R BOLTED TO 3/4' BOLTS J 16' GIG PULL DOt LADDER 3 -2X42 BBAM T.G. T.B. r.G. 1 TB OPEN ENDS T.B. TIE r *3 • S 1" SLAB *5 ®8" S 3 -10" L__ ELEVATION S I /4' 1 1 =0' 3 1/2" 1 112' RI:GES T.G. 4' -a" *z . • . 0 3 / T.G. T.G. 6' -4" *4 a 1r G/G TBI•'P. GONG. SLAB MIN. AG DUCT'S ABOve SLAB T.B. 13' - O' T.5. T.G. ;-r 0 OVERSIZE TUB 3X8 RAP 7 • 16' G/G TO ALIGN A/ /MOTH*" RB-3 ABOVE T .B. EXIS BEY AAL I *4 ® 16" G/G TEMP. RE-3 T.G. L 0 ROGP AND TIE BM SEYOND 11 GONGRET® SLAB T.G. Neel 'SONG" 6RO•V SLAS 0 CI U 4 2 v 4 l3' -4" P3 -2 � k . I I /2" RECESS v V 3 I/2" GONGM. TE SLAB (MIN) I2' -3" PB-4 I2' -8" v it 4 3" SLAB MIN. (GANr) SCALE I /4 "=1' -O" EXISTING FOOTING PLAT TRUSSES 4 24" C/G iN/ SIMPSON MIL HANGERS EA. END BOLTED TO TIE BP-AMS see A -3 PGR LOCATION EXISTING STRUGTLRE BEARING PARTITION TO BBAM BELOiM 6 "XI6" CONCRETE Ile BEAM iW 2 *7 EARS POT. ANC 2 #6 TOP # Ties 46 " G/G c6 "X36' GRNER CARS A1,t. TO GYM 4" GONG. 5LA)3 6X6 .#s= (O /10 'ANA , ON #4 6 MIL`'/APOl2 CARRIER O AEL1 G41■1PAGTED GLP.A"4 FILL r 3/6 " RYi'MALL TO MATCH EXIST T.G. *4 • 16' T. T.G. F=3 -3 T.G. EXIST. ROOP NEN PLY'MOOD BI-+EATHING AND ROOPING NE M METAL DRIP NEN 2X10 P.T. %rD FASCIA NEW 2X6 OUTLOOKERS AT EACH SIDE OP EXIST. 3 RAPIER A/ 4 -1/2" AN INSIDE hV(I EXIST. 3X6 RAPIERS EXIST. TIC BEAM EXIST 6" GONG. BLOCK MALL SECOND 1LOOR FRAMING PLAN GRADE SecTION 0 T.B. EXIST. TIE BEAM 14' --O" 14 EXISTING 3X6 PIR k RAPIERS 4 16" G/G 3" RIGID INSULATION 3X4 PT GUT AS SHOAN I "XI /a" 811 STRAP EACH RAPIER AND OVTLOOKER 4 -1/2" ThRU BOLTS 3Xa OUTLOOKERS 2xa AT EACH SIDE OP OUTLOOKL:RS 2, CONT. riD PASGIA 2X6 PT LEDGER BOLTED TO TIE I E M I /2" A.B. 36" G/G MTL HANGERS EA. OUTLOOKER METAL DRIP 6x16 MIN. CONCRETE TIE BEAM SEE IMAM 3G i- � EDULE a"x" GLASS BLOCKS 2X P.T. VAS BOLTED TO EXIST. STRUC LAC AT 24 "G /G PLASHING AND COLNTERPLASHIN4 'MOOD GANT Ex 1•. SLIDING GLASS DOORS TO BE REMOVED PATCH LP TO .MATCH EXISTING xTING GYM EXISTING 4IcONG. SLAS T.B. ti l (I�1'. cvNO 1 J SG1SpoR l - isoo TRUS4E3 4 J4" G/G SUBM SH0Q GRAANG3 AG TS BELGA 26' -4" SCALE t/4"4•1 Rs4 RS-5 ( 8001= PLAN I2' -tI "I I l I �� I I j 1 1 1 } _0,L . G. POOTI G iN/ RS 3 ROOF4 DESIGN LOAM TRUSSES LIVE 3O PSP DEAD 43 PSP TOTAL 55 PSP NET UPLI'PT 20 PSP BEAM SCHEVULE R3 -1 6 "XI2" MIN. A/ 2*3T R3 -2 6 1 XI2" MIN. iW 213r RB-3 3 "X12' MN. A/ 21 R3 - 6 "xl6" MIN. i^1/ 2*3T R3 -5 6 ")(16" MIN. V 24 R3 -6 6 M. /'4/ 2;3T re BEAMS a "x12" MIN. N/ re -1 5"XI6" MIN. i^4/ 2y3T + 2$6S - *3 ST. a 6' G/G P3-2 6 "X!6" MIN. fit/ 231 + 2¢613 *3 or. a 6" G/ re - 6 "x!6" MIN. %y/ 213T + 2¢65 - ST. a 6' G/G FB - 6 "xl6" MIN. i(/ 2$6T + sFBS - *3 ST. a 6" G/G :.... FLOOR DESIGN CRITERIA LIVE 4a PSP q-' PARTITION 20 PSP 5TRU&1 e-2o PSP TOTAL 60. P5P 10.4 CONCRETE LL DL CONT. FLUOR. LIGHT 2X12 PIR PASGIA EXIST. OVERHANG GEMENT TILE TO MATCH EXISTING BUILT LP ROOF 3/6" COX PLYWOOD SI-»EATHING METAL SEAT 'et/ I "XI /6" HURR. STRAP + 2¢38 - 331.43 "G/G + 2 *3 ST.. 3" G/G + 2;50 - *3 ST. 4 5" G/G + 24 - *a Sr. a 1" G/G + 2$613- AS sr. a + 2 *643- *3 ST. . a G/G 2 +2 *50 - *3ST.48 " /G OVERHANG TO MATCH P- XISTINd 12 4 METAL GRIP IX TO MATCH EXIST. 311)000 CRYAALL BEYOND i 4OOD BASE BEYOND FRENCH DOOR 3/4" RECESS BUMPER TYPE ALUM THRESHOLD f 1 - 111= a" GONG. BLOCK •P • .105E R,+lDe VIVERO archltert 5843 n. kends I l dr. earn', Pidr'ida 331tt• 305 662 8018 L iceNSe ' No AR 5128 .1013 NO. x422 SHEET 3TRUGTURe - DATE 011,31.'4 GONG. 1 BBAM I 2 � � I ! I II 2 l I 2 GONGRBTE TIB COLUMN AAA. GONG. BLOCK — 1 ! . i^ALL REM SHORN PGR TIC BMS AND COLS TI seAN1 BEYOND TIE co -- ' ' SLAB GONG. g T.B. T.G. T.G. T.B. If OPEN 14 2XI2 JOISTS ca t6" G/G '4 SIMPSON Mil. HANGERS BOTH ON 3X6 P.T. I.EDG4:R BOLTED TO 3/4' BOLTS J 16' GIG PULL DOt LADDER 3 -2X42 BBAM T.G. T.B. r.G. 1 TB OPEN ENDS T.B. TIE r *3 • S 1" SLAB *5 ®8" S 3 -10" L__ ELEVATION S I /4' 1 1 =0' 3 1/2" 1 112' RI:GES T.G. 4' -a" *z . • . 0 3 / T.G. T.G. 6' -4" *4 a 1r G/G TBI•'P. GONG. SLAB MIN. AG DUCT'S ABOve SLAB T.B. 13' - O' T.5. T.G. ;-r 0 OVERSIZE TUB 3X8 RAP 7 • 16' G/G TO ALIGN A/ /MOTH*" RB-3 ABOVE T .B. EXIS BEY AAL I *4 ® 16" G/G TEMP. RE-3 T.G. L 0 ROGP AND TIE BM SEYOND 11 GONGRET® SLAB T.G. Neel 'SONG" 6RO•V SLAS 0 CI U 4 2 v 4 l3' -4" P3 -2 � k . I I /2" RECESS v V 3 I/2" GONGM. TE SLAB (MIN) I2' -3" PB-4 I2' -8" v it 4 3" SLAB MIN. (GANr) SCALE I /4 "=1' -O" EXISTING FOOTING PLAT TRUSSES 4 24" C/G iN/ SIMPSON MIL HANGERS EA. END BOLTED TO TIE BP-AMS see A -3 PGR LOCATION EXISTING STRUGTLRE BEARING PARTITION TO BBAM BELOiM 6 "XI6" CONCRETE Ile BEAM iW 2 *7 EARS POT. ANC 2 #6 TOP # Ties 46 " G/G c6 "X36' GRNER CARS A1,t. TO GYM 4" GONG. 5LA)3 6X6 .#s= (O /10 'ANA , ON #4 6 MIL`'/APOl2 CARRIER O AEL1 G41■1PAGTED GLP.A"4 FILL r 3/6 " RYi'MALL TO MATCH EXIST T.G. *4 • 16' T. T.G. F=3 -3 T.G. EXIST. ROOP NEN PLY'MOOD BI-+EATHING AND ROOPING NE M METAL DRIP NEN 2X10 P.T. %rD FASCIA NEW 2X6 OUTLOOKERS AT EACH SIDE OP EXIST. 3 RAPIER A/ 4 -1/2" AN INSIDE hV(I EXIST. 3X6 RAPIERS EXIST. TIC BEAM EXIST 6" GONG. BLOCK MALL SECOND 1LOOR FRAMING PLAN GRADE SecTION 0 T.B. EXIST. TIE BEAM 14' --O" 14 EXISTING 3X6 PIR k RAPIERS 4 16" G/G 3" RIGID INSULATION 3X4 PT GUT AS SHOAN I "XI /a" 811 STRAP EACH RAPIER AND OVTLOOKER 4 -1/2" ThRU BOLTS 3Xa OUTLOOKERS 2xa AT EACH SIDE OP OUTLOOKL:RS 2, CONT. riD PASGIA 2X6 PT LEDGER BOLTED TO TIE I E M I /2" A.B. 36" G/G MTL HANGERS EA. OUTLOOKER METAL DRIP 6x16 MIN. CONCRETE TIE BEAM SEE IMAM 3G i- � EDULE a"x" GLASS BLOCKS 2X P.T. VAS BOLTED TO EXIST. STRUC LAC AT 24 "G /G PLASHING AND COLNTERPLASHIN4 'MOOD GANT Ex 1•. SLIDING GLASS DOORS TO BE REMOVED PATCH LP TO .MATCH EXISTING xTING GYM EXISTING 4IcONG. SLAS T.B. ti l (I�1'. cvNO 1 J SG1SpoR l - isoo TRUS4E3 4 J4" G/G SUBM SH0Q GRAANG3 AG TS BELGA 26' -4" SCALE t/4"4•1 Rs4 RS-5 ( 8001= PLAN I2' -tI "I I l I �� I I j 1 1 1 } _0,L . G. POOTI G iN/ RS 3 ROOF4 DESIGN LOAM TRUSSES LIVE 3O PSP DEAD 43 PSP TOTAL 55 PSP NET UPLI'PT 20 PSP BEAM SCHEVULE R3 -1 6 "XI2" MIN. A/ 2*3T R3 -2 6 1 XI2" MIN. iW 213r RB-3 3 "X12' MN. A/ 21 R3 - 6 "xl6" MIN. i^1/ 2*3T R3 -5 6 ")(16" MIN. V 24 R3 -6 6 M. /'4/ 2;3T re BEAMS a "x12" MIN. N/ re -1 5"XI6" MIN. i^4/ 2y3T + 2$6S - *3 ST. a 6' G/G P3-2 6 "X!6" MIN. fit/ 231 + 2¢613 *3 or. a 6" G/ re - 6 "x!6" MIN. %y/ 213T + 2¢65 - ST. a 6' G/G FB - 6 "xl6" MIN. i(/ 2$6T + sFBS - *3 ST. a 6" G/G :.... FLOOR DESIGN CRITERIA LIVE 4a PSP q-' PARTITION 20 PSP 5TRU&1 e-2o PSP TOTAL 60. P5P 10.4 CONCRETE LL DL CONT. FLUOR. LIGHT 2X12 PIR PASGIA EXIST. OVERHANG GEMENT TILE TO MATCH EXISTING BUILT LP ROOF 3/6" COX PLYWOOD SI-»EATHING METAL SEAT 'et/ I "XI /6" HURR. 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