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HomeMy WebLinkAboutSURVEY - 11-5-18,. r REPORTOFSURVEY: . TroeaFwRNEx eouxwETeTawawwac • Tweewrv.TFewaEaEWe' A,FAEwNwmsmEverw tewcm WnEza. �rwNNwvEAeEvn eFAcx.naRon mW — � oA.a�•wmwnF>�emw�a -- • TXCO: i�V9E0ilNElAl0.1flOABBIi1fLMlICFIERMeTAMwIm9bFAUCIC816N1, ttOFOl�.N1YwIiW1TNE00061RwIW11AVLT1E1mLmM�ATNEIOWRVC,'FCFT�..T'PE W sau�aW,EYRT worwTAoaTNExFAauFwENTAxomumAATaxaA aogn � aeoEcmcFANREw.oaFwNRro�wFx�FFa sA aWAeruawWTort. • amvcvamF,eNcnenw�t>Eaa■�xmvraxeaaerNm•�oe.v�em . CONEAwEOW 64N,M�AARF1061NAlAE FLOE B' NIGNL V67H NAlfifWAL.� 'E'q • �EINIEHAlm 00B1910AL98NWpi¢flEax YG9UIGnwFEef uooCf .LLv/AIB COLUW P6'Nr • 55�� WO:NSE WtIEOFFlHDFIpMWggmllYlx • eU¢NNO Wim.cauxSg RBRwW,NUEeAvmoxlNEasrAwuaEewww,Ew W[ARe � NorFmrsWnmTNesATarnRwRroewmsnwmEmmc.YW WxswtcicN, • TNe eEARwo eAseWNTI®emevETONm's+eEnwxo>tE•�+rnFR�wmuaoraor,e4a g^m"oi �R' �Ww.AaxnR TATTHO¢aA FD�tpO 'TMB WRYfl'OOEE x0iWa6vmAEERHIbICEatWGTbNGFANYmmPAtltW,m ORAOIvICIN@ WEAIRER. 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E/P - EDGE OFF OF UIV, e/A _milmmWamruWNr• Fi _nanvE 9\zd e (/(peperrryp]] PERMANENT WNTPOL POWT - SNOfAAY YNdmE - SEANCE 'S� {. 9 PCP - PDNAt@/T WN1Rt FOM SAIOTARY ■ (Tppqq�I1 wauNENT REEETWNOE MONIIIUNT - sARC Tuff I \ . �OF G p�Em1 EIE YOAMNt p{ wEETYAIIfOIE P - WON PRE 40rt01E NAI N PETNi A' ` Az •� ® - YIIDEW DO - im uP�GP = siPF�&wuWNx O - O N ��¢ MOf1W0lT FAOFom WA02 - E NaanR.Nr \ — !. "OUNI) w+ncN. �aEEty wAw 1. - oEm 1 M �r4 yg, iC) - CALmAATED WfiG - Cm+OEIE A - OIQiNE Fl. - FUM A" mn - awmuD maEm REWim Nse - aunaWa W:IBAOC IwE - BFAW DAISIES W/ OIA, F.F. FWAr F— Fl/FIEY. ^ EIE •'p{ _ SEA LRAP6 W/ OIA ff w O - EEA OATS W/ ■A _ AS -MT WAY o s 99 �,� FOUR P/A - I.}:3 84-77-A07 - SWJA2UE F16 W/ OW. O,F� - E1W5 W/DOL •( se! •qf�T NOT FOUND - BANYAN TREE W/ ■A _ WmE WOW WI DLl o.S QE`ZN-.,2FfC i . PAIN IRFE W/WA TP• LEGAL DESCRIPTION: - SBNGAF 01, IANDIATwOO APORIGNOFS9.mONL, TOYINSlOPW SOUK Ml 41 SUM, a.ILOIE COUNIY,iLOREEYEAD PAiEfABFPI(T NmiEPAN71CW ARLYOFbC1�9ASFpI1LKER GEPNiALLOF Ir1tS,A4&IONNDNTNERAT�O4L�OBANDBPIATN0.:,AREIPNTBOON61, pA( H1Ma.Neilc r�0oN08oF8x Nldc CiNMY,FL6Rldl - CP.MKED TO'. 1. PH ERIDiANTTPD BWP OU PRfNBCldlT-0r.' D SURVEYORS 61 nATSEataaT NRIVERBLM,3M301 Dsasrleria MIN. SETBACK FRONT SIDES CNR SIDES REAR ZNG. RECEIVED NOV 0 5 2018 ;-trtcfe-County err FILECopy GRAPHIC SCALE (Z)-- -_ -(O FT,M ) E w.a — u n. BENCHMARK FDAYA"CM WITH NM&US(LBOM NOACCANT) EL NAVD F_TYPE CUTTER \ 1 41\ tA894�F.WASS• -� raa \ . ?o\ 12• 1\ c°m;.s"'°tl, e � a� 5•-- .... ` �O `.awn �} . a North 7 •.:+. ..w II .�F .,m ti \�i'�,��.�i�lJ�'��.-�!r'lY���i�.1.r"iP'����-_!�LLJ• 8.'�a i1 .__ "Tr�"' ,.. g'Ip,E- "TTL 6 apioiera PRO -a D mVr; ND.l-- - v-�t�N-0vFA Epmedsn i,WO0aeODA \ AT PAD aEV-7,50' R FD \ "$ �FD61MIAC C FI.I CW57RI7CAON CONING. LINE `\ ` BECOm gaN&ELENRR IZ JI 6G, \ ` \ \ - �xa \ C TAL CONSTRUCTION PAGE LINE AS 1IE PUBLIC \ \ \ -S /` IYA \\ $ IN 6t0l� 80 F , PAGE COUNTY, FLO PUBLIC ` \ \ dy RECpRO60F Sr.SWCIE COUNTY, FLORIDA. \ \ K� - RA my Pow 'C REC07D SEPTEMBER 15. IN ; \ \\ Pave �" St LuclIia./[e..Cl REVIEWED FOR. ` \` CODE COMPLIANCE `coo`�'"" ST. LUCIE COUNTY _ B®CI HE C____r_s�_ PHOENIX HOMES LABARBLERE RESIDENCE P.&.0 w55 t FLOOR DOOR © cm _—SCHEDULE wrimnG]IRi�.F�l.'rt:a a0 OIY�]ImCfmO 0F>e>rnermo �F,Joermo>.�::a rr�rci�.©1e slim ®e�rr�r�o�e '®e€rrrrr,Qo�e FLOOR.. SCHEDULE MEM ®®0® m��ro�n�e me�.r�ro��o mF�rra.ora���v RRRRQ�FL�IRF7CHRRRN_'i11 ®FiG]IGGrl��1�G' �i�e �3�0 fIEiFLd1�rRRRO��e rLLwu+nvry 2)2NDFLOORLNNG- N .. . 3 LOBBY DETAIL AREA CALCULATION 1)1STFLOORLIVNG 248/SF — 2)MDFLOORLMNG 3)LOBBY 1251 SF 328 SF SALCONY1 B 31 SF 2 BONUSONUS ROOM OOM COVERED ENTRY ELEVATED DECK/FOOL 198 SF i345F TBSF 1851 SF GARAGE OlfID00R LMNG 11113 SF 3595E 8530 SF O x 200 SERIES KEYNOTES � >oo-ROQmB � MOM M r- O .a.� a w w � Hm� w � U� z a Job No. 1702030 rw FL-OOSM FIRMAAUUBA 1 1 2 3. 4. 5. 6. 7. 8. 9. SPECIFICATIONS POOL BARRIERS DETAILED AND SPECIFIED ON THESE DRAWINGS COMPLY WITH THE REQUIREMENTS OF 6TH EDITION (2017) FLORIDA BUILDING CODE: SECTIONS 454.2.17. 1.1 THROUGH 454. 2.171.10 AS APPLICABLE ALL ALUMINUM EXTRUSIONS SHALL BE 6061-T6. ALL SHOP WELDS SHALL USE 5356 FILLER MATERIAL WITH 3/16 IN. FILLET WELD U.N.O. ALL MECHANICAL CONNECTIONS SHALL -BE MADEWITH-#10-SHEET-METAL SCREWS 1- 1/2" LONG U.N.O. POST INSERT AND POST SHALL BE SHOP WELDED TO BASE PLATE. POST INSERT SHALL EXTEND 21"ABOVE BASE PLATE. POST INSERT SHALL BE USED ON 2nd FLOOR AND ABOVE APPLICATIONS. MAX. RAILING HEIGHT FOR THIS APPLICATION SHALL BE 44". GROUND FLOOR APPLICATION SHALL NOT REQUIRE POST INSERT. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE -STRENGTH OF 2500 PSIIN28 DAYS. POOL BARRIERS DETAILED AND SPECIFIED ON THIS DRAWING ALSO COMPLY WITH 6TH EDITION (2017) FBC R5101.17 (RESIDENTIAL). FENCES IN BROWARD COUNTY MUST COMPLY WTH 6TH EDITION (2017) FLORIDA BUILDING CODE, SECTION 1616.2.1 FOR HVHZ 4® 60" (RA)RAILING EMBED TO SOIL R_l SCALE:NTS NOTE: RESIDENTIAL POOL BARRIER TO BE 48' MIN. ABOVE GRADE. (FBC# 454.2.17.1.1). FOR GREATER THAN 601NCH HEIGHT RAIL USE 1 INCH PICKET OR ADDITIONAL HORIZONTAL CHANNEL, / -TOP CAP 6' 0" MAX POST SPACING SIDENTIAL POOL BARRIE 4' 6" MAX. POST SPACING (BALCONY RAILINGS) _i / SCALE: NTS G ED 1/4" TOP CA SNAP CAP PLATE SNAP POST--,,,, BOTTOM CHANNEL CORE DRILL EXIST. CONC. 3 1/2" DIA AND FILL W/ QUICK-ROK OR EQUAL DIA. e, �.s.l. e. G ALTERANTE FOR BALCONY BALUSTERS EMBED I -BEAM POST INSERT MIN 21" THAN R-2 RAILING EMBED TO EXISTING CONC. SLAB R_l SCALE: NTS z.szs TOP CAP 2.413 TOP CAP SPLICE PICKET SNAP POST 3/4" PI KET 1" PICKET 062 062 TV r2.0001 o.125 2'k2" VERTICAL POST �2.000 } r�11.000 0.125 BOTTOM CHANNEL PICKET WELD RAIL EXTRUSIONS OPENING SCALE:NTS TO BE LESS THAN 41NCHES rN TOP CAP WALL MOUNT BRACKET 0 BOTTOM CHANNEL WALL MOUNT BRACKET RAILING TO BUILDING MOUNT SCALE:NTS / }2.000 # 68 11 P Z.000 TOP CAP SNAP POST t 2.000 �1.794 —1— SNAP CAP PLATE SNAP POST PLATE BOTTOM El 1:1 CHANNEL 3/4" PICKET 1" PICKET OPENING TO BE NOT BOTTOM CHANNEL .040 .040 MORE THAN 2 INCHES M AN+eAt7RAlL`EXTRUSlONS _ ... \ SCALE: NTS NOTE: HEIGHT & WIDTH OF GATE TO BE DETERMINED BY RAIL HEIGHT go LL .2 O �• LLI :0 uj Q o z Z y o L& W LLI x 2" POST ---- W IIZ 7, ELF -CLOSING RAVITY HINGES z W J cc z az° o f2 � Vf z In u LWL J a n R-3 TYPICAL GATE ELEVA ION Z Z '" m R_A 1 SCALE: NTS C C= Z z W R 441 s J R9-!'m a ui M HON z ptj zF�a LL 7 Q z g 5S ZILL. C 9 O Lu 2.000 } r0.100 2. OF 1.i50TO795 SNAP POST 41.624 SNAP POST PLATE POST INSERT H R4 HR2 Vi U 44" HEIGHT POST 21" HEIGHT POSTINSERT - W Z cn w Lu SHOP I '�6' 1/4" DIA HOLE 0 W WELD BASE PLATE uJW +-4,000- m ~ 0.375 Z LLI ELEVATION W z CC U Q scow BASE PLATE SHOP a„ WELD DRAWN BY TP SNAP POST PLATE SNAP POST ° ° DATE DRAWN SHOP 09/20/18 4.000 1-1-WELD REVISION POST INSERT 1 0 (4) 1/4" x 21/4" _ 4.000 CONCRETE SCREWS © _ ALT. MOUNT TO EXIST. CONC. S SHEET NO: SCALE: NTS � R 1