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1140 NE 91 Terr (10)REVISIONS SY 1WVi `2)\,7Z ‘ZS' 7},•?..,‹).Z Pc. Date 12 _ Scale 54 4 i ,, i Drawn Job Sheet Of 2 Sheets Ea 7- 2 .- 7 7 7777777 -7 11 X 24 PRINTED ON NO 1000H CLEAAPRINT • 4 &Lc. t 2)c 2 A iSUP'el?..GDT PA o 41 5 1\ V 1 E V1/41 7" r T7r:1 I x 2. , 1 , EV1 e5t.y., Fif: 2 (.. '50./ 41 '5 : /f", C',„ -\--.--1— \--±.1 ro407 i, ,(4,1‘ (e> (c) I(,( ,pi„ 1- E YATic7t-- - \tiA i_ i 1 ? - ::,) \k// I -4 N 2K Z e.: At ce 51_\./A.TILOQ - /JALL 1 4. ( 442TTeR- Y4" avemmone woorrirtli., • 4.0,1/r, eeve /D1I ?, 1 • I to It 11, Id Is tc, It Lo or:� e . ' N E 90T r c 14aC.F�. 'Ole corner ie 1349.25 ft, North of 1:f corner of 41 1/4, of iloo 5-55 -42 end is the IVA ZWN 14,42. 34 corner Gov't Lot 4, 3cals 1'' i 200 NOT of :3ec. 5-55-42. 1 3 Lot 18 and the Eaat half of Lot t(, Block 2, of 'iatorFe Edge' , ubdtviaion, located In Dade County, Florida, recorded in Plat Book No, 9, pogo 141, of tiro �a1'olio recorda of Dada County, Florida for Abbroviaticne. • .` .. S 5-- soy .., _ -' i sb- 1 7 . 1 ': 19 Za 30 ?I 32 I T& o a c /5 • Zoning and iuilding aetbacke, �1at bo c1,eeked by o ii' r, engineer builder or architect, before deal n or conatraotion begins oil thi3 property. . 'leer t3on alar (owner) Iron Fip•3 darker. • Alcazar :dotor Caart, EP ;lectric Polo. 11.10 Biscay o Blvd., PL 9-910/ July 5, 195, 1 horeby certify; That the attached 1 3K' ^.T')i OF 3U:173 o ?i o abovf3 :aenticnsd property i3 tele and correct to Via beef of lay knowlodgo and ballot' aa recontly aurveyod, and platted undor Ay diroction; tlE t jlsr Tkr?,a'.-, ,o }> 13h0'. , 111 the root'. N! 1 . sfgt t ID . r • � , , 1,11?:. Ra 3orrI J. ii7:3.4 =5IA. _ , I r k s 1, e 1 s ' il i 1.or 1 . ' ' .,°..', Rog. 'surveyor Tll 3�iAi OF cL')RIDA. 18 h 11.1. 35th. :t., ijie�it, Florida. a ro 3UILDi1d�) PLAN :3 ;!IVI03. S i cai alio that there are no ono,oa'hwent3 I / 2 50' i I ' E.P / I Cl2i+tA,1 ct �►�z�c F'uv E ¢ t i E l 3K': iii Oil SU;i'II f. tic 'ile 1' • '.0 • -r ;x.xnN w• +f t ,.r y+Y' y+!M,.++ - ix ?°.°5?+a pf tzvdx r 'Lo ". q sr w1.M, .mar. • j{- ,w e a+r- q.a zw#. ;v. A\ G SCALE: NEW SPA A E r. SCREENED PATIO - DO HOT DISTURB r ' AN 1 / - 8 „ _ 1 1_ - 5.00' DO NOT DISTURB EXISTING ROYAL PALM FREE \D RATIO AREA EXIST. O \E STORY R= Si3_ \C= (DO NOT DISTURB IN 1 - ER OR 91 S t TER RACE FROM EDGE OF HOUSE - 10' I MIN, SE TI3, CK J 0 0 N 1 • 0 I WOOD LATICE (E3Y OWNER) TYP. ATTACH P.T. 2 X 4 STRINGER TO P.T. POST W/ 2-16d N t.ILS _) b woo) REMOVE 18" LAYER OF SOIL, REPLACE WITH WELL COMPACTED, CLEAN, TERMITE CON TROLLED SAND FILL. (ENTIRE NEW SLAB AREA) GRADE DOST DF IA V 2. OPEN No. _ \ P.T. 4 X 4 WOOD POST © 48" O.C. MIN. 12" CONCRETE FILLED AUGAR HOLE MIN. 36" DEEP TAL NOTES: 6" SLAB W/ 6 X 6 W1.4 X W1.4 W.W.F. ON 6 MILL VIS QUEEN ON WELL COMPACTED CLEAN TERMITE CON TROLLED SAND FILL ALL MATERIALS AND CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION CF THE SOUTH FLORIDA BUILDING CODE, A AND THE LOCAL BUILDING OFFICIALS. ARCHITECT IS NOT RESPONSIBLE FOR ANY DISCREPANCIES WHICH MAY ARISE DO TO CHANGES IN THE CODE. 2. VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK, IN THE EVENT OF CONFLICT NOTIFY ARCHITECT BEFORE PROCEEDING W TE1 WORK. SHQP DRAWINGS FOR STRUCTURAL ELEMENTS SHALL BE CHECKED FOR DESIGN ONLY. THE FABRICATION, ERECTION AND FIELD DIMENSIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUPPLIERS. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS ONLY. SLAB ON GRADE: 1. COMPACT INTERIOR FILL TO BE 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D -1987 AT OPTIMUM MOISTURE CONTENT: SOIL OR SOIL SOILS ENGINEER. EACH LAYER OF FILL SHALL NOT EXCEED COMPACTION SHALL BE FIELD CONTROLLED BY QUALIFIED LABORATORY 6" THICK, AND SHALL BE COVPACTED BEFORE PLACEMENT OF THE NEXT LAYER. ALL SLABS ON GRADE SHALL BE AS SHOWN WITH 6" X 6" -- W1.4 X W1.4 WIRE MESH IN CENTER OF SLABS UNLESS OTHERWISE NOTED. 3. PRIOR TO CONSTRUCTION, PROVIDE TERMITE PROTECTION SOIL TREATMENT AS PER "NATIONAL PEST CONTROL ASSOCIATION" STANDARDS. 4. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACEMENT OF FILL. 5. CHAIR WIRE FABRIC DURING CC)NCRE TE PLACEMENT TO INSURE PROPER POSITION IN SLAB. SHALLOW FOUNDATIONS: 1. FOOTING SIZES AND REINFORCING BASED ON A PRESUMPTIVE ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIF3RATCRY ROLLER WITH MINIMUM OF 3 OVERLAPPING-PASSES. SHOULD OTHER CONDITIONS OR MATERIAL BE ENCOUNTERED, THE ARCHITECT' SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. THIS WORK INVOLVES THE NEW REINFORCED SLAB AREA FOR THE "WALSH RESIDENCE" ANY LANDSCAPING REMOVAL AND OR REPLACEMENT SHALL BE PROVIDED BY OWNER PROVIDED VENDOR. MIMMINEM EXIST. SLABS DO NOT DISTURB -- 1/2 CONT. EXP,, JNT. 12" X 8" THKN. EDGE W/ 1 ## 5 ROD CONT. A - MMMIIMM OMMilmoN N Scale: 6" SLAB W/ 6 X 6 W1.4 X W1.4 W.W.F. ON 6 MILL VIS QUEEN ON WELL COMPACTED CLEAN TERMITE CONTROLLED SAND FILL 22 S Tf- D // 16" 0 1 12" X 12" ARTIFICAL KEYSTONE TILE AS SELECTED BY OWNER, -- PROVIDE $3.00 S.F. ALLOWANCE FOR MATERIAL ONLY, LABOR AND INSTALLATION MATERIALS E3Y CONTRACTOR (ENTIRE EXISTING PATIO) A Scale: 1" = 1' -0' 2 FUOTI \G DETAIL TA 12" X 16" CONC. THKN. EDGE W/ 2 # 5 ROD CON T., DBL. LAP W.W.F. RETURN 30" INTO SLAB • -- NEW GRADE • . _t LINE OF PRODUCT APPROVED SCREEN ENCLOSURE, NOT A PART OF THIS PERMIT EXISTING SCREENING 1 E /$ISTING CREEND .LOWER _ 1 7T110 AREA _ r !~ t FOU\ SCALE: 1/4" = 1' -0" EXISTING SL. C.L. OF MULLION f SCREEN _ ` -rSCREEN REMOVAL BY OWNER EXISTING LOWER PROVIDED VENDOR - - -� / PAT AREA 1/2" EXP. JNT. SCALE: 1/4" = 1' -- LINE OF 12" X 16" THKN. EDGE: 2 # 5 ROD DE3L. LAP W RETURN 30' SLAB _. 1, - 7" \'\ ONC. W/ CON T., W.F. INTO DA 1 - I 00H r I \ 6'l SLAB W/ 6 X 6 W1.4 X W1.4 W.W. 014 6 MIL VIS QUEEN ON TERMITE C NTROLED WELL COMPACTED SAND L > / / NEW RAISED PATIO AREA 1 /2" EXP. JNT. 3' -4" SAW CUT & REMOVE PORTION OF EXISTING - - -- CONCRETE SLAB FOR NEW RAISED AREA AN GL. DOOR -- EXISTING SL. GL. WINDOW NEW 3' -0" WIDE SCREEN — DOOR (NOT A PAR OF THIS PERMI STEPPING STONES BY OWNER 20' -5" - EXISTING ROYAL PALM TREE / OUT OF EXIST. RES. - LINE OF 12" X 16" CONC. THKN. EDGE W/ 2 # 5 ROD CONT., DE3L. LAP W.W.F. RETURN 30" INTO SLAB 12" X 12" ARTIFICAL KEYSTONE TILE AS SELECTED BY OWNER, PROVIDE $3.00 S.F. ALLOWANCE FOR MATERIAL ONLY, LABOR AND INSTALLATION MATERIALS BY CONTRACTOR WOOD LATICE (BY OWNER) ON P. T. 2 X 4 WOOD STRINGERS ON P.T. 4 X 4 P. T. WOOD POST © 48" O.C. SEE DETAIL THIS SHEET SELF--CONTAINED SPA BY OWNER, ELECTRICAL HOOK -UP UNDER SEPARATE PERMIT. (NOT A PART OF THESE DOCUMENTS) WOOD LATICE (BY OWNER) ON P. T. 2 X 4 WOOD STRINGERS ON P.T. 4 X 4 P.T. WOOD POST © 48" 0.C. SEE DETAIL THIS SHEET LINE OF 0.H. ABOVE — EXIST. ELEC. SERVICE wil l iam n am it ton arthur architect inc. 800 douglas entrance suite 303 coral gables f orlda 33134 305 443 3 1 00 fax 305 441 7960 License number 2282 r DRAWIN BY. 1 SEAL' REVISION DATE(S) A A A PROJ. NO: DATE: 09/08/98 S>•4EET NO.: 1 OF 1 opotsH / .M.H. CP _J E-- Li 0 m S _J LJ 0 NN L.C_ LLJ LLi z 0 0 rr w z 0 0 CO (0 (0