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Nq <br />lu <br />w— <br />I <br />X <br />w <br />6/7/2011 2:16:09 PM, Xerox 510 Series <br />1 <br />C - -} --- — <br />CONCRETE LINE WHERE NEW STAGE WILL EXTEND TO <br />EXISTING SANCTUARY <br />ice; I I IAS BUILT -DEMOLITION <br />I� <br />II <br />II <br />1 II 1 <br />(iJ ALL WORK TO BE DONE ACCORDING TO 2001 FLORIDA BUILDING CODES <br />J I <br />WITH 2O09 SUPPLEMENTS. <br />! <br />(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO <br />/ <br />BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, INFORM ENGINEER <br />OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF <br />i� <br />VEGETATION AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON <br />rr -' <br />-" <br />AN UNDISTURBED BASE. <br />1 I <br />(3.) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION <br />I I <br />PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS <br />I I <br />COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, <br />I I <br />THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS <br />I <br />THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL <br />I I <br />REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE <br />I I <br />II <br />PROJECT. <br />I I <br />(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS <br />[ - - <br />SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. <br />II <br />I I <br />(SJ CONCRETE <br />I I <br />MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 20 DAYS. <br />I I <br />ALL CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.S.T,M. <br />I I <br />SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A <br />I I <br />II <br />COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M ORS MORTAR, 2000 PSI. <br />I 1 <br />((o.) SLAB ON FILL <br />I I <br />I� <br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER <br />WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X(o 10/10 <br />III1 <br />WELDED WIRE MESH. <br />I <br />(1) LUMBER: <br />III <br />1. STORE LUMBER OFF GROUND, KEEP WELL VENTILATED AND COVERED. <br />II11 <br />2, CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. <br />III1 <br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF <br />III <br />REVIEW AGENCY. <br />I f <br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. <br />1 <br />5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN <br />I <br />LUMBER STANDARD PS 20-10. <br />I <br />(o. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19 <br />I <br />II <br />OR LESS AT THE TIME OF INSTALLATION. <br />I <br />I <br />(a.) TERMITE TREATING <br />I <br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0'' <br />II <br />BEYOND THE PERIMETER LINES OF THE BUILDING. <br />I <br />(9J ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" <br />1 1 <br />AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER <br />I I <br />II <br />OF THE REBAR. <br />I 1 <br />(10.) 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED <br />W/CONSTRUCTION ADHESIVE AND NAILED WJ 5-"1(oD COMMONS I&I, O.C. TO MEET <br />I <br />LOADS AS INDICATED. <br />I� <br />LEGEND <br />----- EXISTING WALL OR ITEM <br />AREA TO BE REMOVED <br />U <br />c <br />Q <br />0 <br />L <br />0 <br />a� <br />0 <br />(D <br />c <br />0 <br />.N <br />V) <br />L <br />L <br />O <br />U <br />O <br />N <br />8 <br />Ld, <br />Q a <br />o <br />"-1 <br />yFI ,.e <br />•t•1 <br />;t <br />O <br />V / tl r <br />Ld <br />1 ij7 <br />•:`�Z. <br />u_ N <br />I 00 <br />I CD� <br />N N Y 3 a m + <br />ZLL <br />� � o 4 Lu s <br />(� n <br />uj <br />LLI <br />O Z C'j <br />m Q m <br />m Q <br />W T <br />U c J <br />Q w s� = m <br />y <br />`�•1 <br />r ,1 <br />C\2 M � '•� i! <br />cl)� <br />c i. <br />� m <br />_ l q )co <br />w t <br />?�9 uu Q 1 <br />W - N <br />W �s <br />Y <br />5 <br />1�yY <br />U , <br />0 :3 a W: <br />1 <br />;i{!iEs <br />E <br />i <br />lGK <br />PROJECT NO. <br />2011-20 ; ,, All <br />DWG NO. s ; <br />it <br />