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UKUTA 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY I �5/u - J1. UKUTA <br />1371 - ST. CROIX 1371 - ST. CROIX <br />_ <br />1 <br />jl <br />F t <br />I� <br />ual <br />f� <br />Il � <br />II�II <br />Io <br />DIMENSION 5TRING <br />2 SA W CUT LOCATIONS PULL TO LEFT <br />SCALE : N.T.S. <br />DIMENSION STRING <br />PULL TO RIGHT <br />FOUNDATION PLAN <br />SCALE : 3116' = 1'-0' <br />SAID CUT EXPANSION JOINT. CUT TO BE <br />MADE WITHIN 24 HOURS OF FINISHING <br />CONCRETE. <br />CONCRETE SEE GENERAL NOTES AND <br />MIX REQUIREMENTS FOR PLACEMENT. <br />SAW CUT <br />118, N UIIDTN <br />31-0'x3'-0' <br />GONG. PAD <br />FOOTING 1 FOINDATICN NOTES: <br />CIRCLED NOTES ARE KEYED TO PLAN <br />I. ARCWITECTURAL IBACKGMJIND OF TT•E LEVEL ABOVE 15 <br />%W FOR REIERENCE ONLY. <br />2. ELEVATION AT 0'-0' (A55UMED) <br />3. ALLOWABLE BEARING CAPACITY FIAS BEEN A56M TO <br />BE 2OXF5F. CGNTACTOR/01MEIR 514ALL VERIFY. SEE <br />SN AND SOILS REPORT FOR 5WTTIRAL FILL <br />REGIAREMNTS AND ADDITIONAL. INFORf•1ATION <br />4. MNIMJM CONCRETE COMPRE561VE S1RtENG N SHALL BE <br />2500P51. REINFORCING SHALL BE ASTM A-66 GRADE <br />40. <br />5. PROVIDE A MINIMUM 3' GLEAR COVER FOR ALL FOOTING <br />REI+ORCINs. <br />6. TYPICAL SLAB ON GRADE SHALL BE AT LEAST 3 1/2' <br />THICK REINFORCED WITH b X 6 WL4 X Ull4 N TOP OF 1 IR' <br />OF SLAB OR 4' FIBER MESH C04CWM SLAB OVER b <br />ML. VAPOR BARRIER ON CLEAN, WELL -COMPACTED, <br />TER IITE TREATED, GRAMJLAR FILL_ (TYPICAL ALL UNITS) <br />1. PROVIDE A MINIMUM 6-MIL VAPOR BARRIER WITH b' <br />OYER-APPED AND TAPED JOINS BENEATH ALL SLABS <br />ON GRADE. <br />8. ALL CONTROL, JOINTS MUST BE SAW CUT AS SHIOUN OR PER <br />AM STANDARDS WITHIN 24 I IOURS AFTER CONGREIE <br />PLACEt'IENT. <br />3 A FOUNDATION SURVEY SHALL BE PERFORh7ED 40 A <br />COPY OF THE SURVEY N44L1. BE ON THE 511E FOR THE <br />BUILDING INSPECTORS USE OR ALL PROPERTY <br />MARKERS 6NALL BE EXPOSED AND A STRING <br />S1REICI-M FROM MAI;nR TO MAR a TO VERIFY <br />RREGUIRED SETBACKS. <br />10. NO WOOD OR PAPER GRADE STARS PERMITTED FOR <br />SLAB POUR <br />II, STOW WATER R1 4OFF 5"1 BE DISPOSED OF CN-SITE OR <br />DIVERTED INTO AN APPROVED DRAINAGE 5TR VJ;E <br />OR CHAMEL (SEE 102.91 A.T. CI-1) <br />12. THE ELEVATTCN OF THE RNI514 FLOOR OF RESIDENTIAL <br />BUILDINGS SHALL BE A MNMJ1 OF 4' OF CM ABOVE <br />THE HIGHEST ADJACENT GRADE 1102.91 LDCJ <br />13. RElfRENCE TIE 5N FOR ADDITIONAL EARTHUKJrdK 1 <br />FOWATION NFOWATTON. <br />14. BORACARE TREATED UUI'IBER 15 AN ALTERNATIVE TER IrIE <br />601L PROTECTION TO SOIL POISONING <br />15, REFER TO DETAIL D/54 I E/54 FOR MASONRY <br />INTERSECTION CONNECTION <br />Ib. AC CONCRETE PAD SHALL BE 3' ABOVE FINISHED <br />GRADE <br />LEGEND: <br />CONTIM10U5 FOOTING <br />MASONRY SHEAR WALL (BLOCKS <br />BETIEEN FILLED CELLS ARE NOT TO <br />BE FILLED, UNLESS NOTED ON PLAN) <br />• <br />5 VERT. N FILL CELL <br />G.J. <br />COMA JOINT <br />1 <br />(2) 5 X 24' DIAGONAL BAR AT <br />J <br />,L"i <br />RE-ENTW(INSIDE)CORNER <br />_ <br />— r <br />FOOTING SCI•EDULE: <br />MAR'; <br />512E <br />DEPTH <br />REWO CNG <br />PI <br />2'-0 x 24' <br />12' <br />(4) 5 EA WAY <br />F2 <br />24 x 1'-b' <br />I6' <br />(5) 5 EA WAY <br />'•0 3x 34' <br />I6' <br />(b) 5 EA WAY <br />FF4F3 <br />2'-b x b'-8' <br />16' <br />(5) 5 LONG WAY 15 1 I6' <br />O/C CROSS, <br />5C: 1310/1311 - 5T. CROIX <br />5: 1530 - 51E5TA KEY <br />M: 1531 - MARTINIQUE <br />NOTE: SEE 'UNIT' DETAIL <br />051TH PLANS FOR 1/4' SCALE FOR <br />ALL DIMS. <br />FIN15+4ED CONCRETE FLOOR <br />1.4x1-4 WIRE MES+-I <br />I�—OR FIBER ME514 IN MIX <br />SAW CUT EXPANSION JOINT <br />SCALE: N.T.5. <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineedng.com <br />O <br />O <br />Ln <br />LL <br />ONE <br />o 'Jo <br />z <br />Qmry <br />M <br />� <br />Ce <br />ZQC <br />Fa--OLJJ-00 <br />vZi To <br />Q nm <br />z E <br />Jz~ <br />W <br />z <br />o <br />0 <br />mi <br />IO <br />uj U <br />O U <br />z <br />O Z <br />7 ' <br />F— <br />O <br />Q � <br />I <br />I <br />z U <br />Q � <br />J V) <br />LLi <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE, <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />"C- ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT = t0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />2010 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2D10-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />09-29-09 1.00 2007 FBC UPDTATES <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <br />SAMUEL A, GREENBERG, <br />P.E. #34245 <br />�J THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />P.E. <br />N IIA L: <br />,�,t�.• C E NSF <br />�No.� :ems <br />• STATE OF 4(1to <br />��''�•:1���TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />300698 <br />DATE ISSUED: <br />09.16.10 <br />DRAWN BY: <br />DZ/LV <br />REVIEWED BY: <br />TH <br />S1.0 <br />_ . ...... <br />� /I �-lt �' <br />