Laserfiche WebLink
3 <br />o <br />0 <br />N <br />CD <br />N <br />w <br />0 <br />a <br />13,-Dn <br />F03C41 <br />S1.0 24"x24"x12" CONC FTG w/ #4 <br />I REBAR @ 6" O.C. EA WAY <br />40'-0" <br />27'-0" <br />2'-3 1 /2" 8" 7'-0" 8" 41-7" 8" 7'-On 8" 3'-5 1 /2" F12 <br />S1.0 <br />VERIFY M.O. VERIFY M.O. i " <br />—T <br />I <br />_ F11 <br />- 1 S1.0 0 <br />VARIES <br />D-0" <br />F01 <br />31� <br />w/OPT. SCREEN `" <br />S1.0 <br />o <br />_ <br />ENCLOSURE <br />Ile <br />_ <br />1'-51/2" <br />81/2" <br />10'-2" <br />3�1 <br />- <br />I SOLID POUR <br />SOLID POUR <br />N <br />f7 <br />M VERIFY M:O. <br />S. C. <br />a <br />lot VIA.� <br />F01 <br />d <br />oo <br />S1.0 <br />3'-01/2" <br />g" <br />• <br />• <br />d- <br />I <br />o <br />_ <br />: <br />2LLJ <br />co <br />I <br />0'-0" <br />S. C. <br />F26 <br />S1.0 <br />co <br />cc <br />I <br />I <br />I <br />S. C. <br />0 <br />oo <br />L <br />o <br />REFER <br />TO ARCHITECTURE FOR <br />C <br />I <br />AC <br />FUAL WALL LOCATION F08 <br />0 <br />S1.0 <br />of <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />IF08)—_ <br />FVARIESo <br />�* <br />S. C. <br />10-4 <br />'�L- <br />Ln <br />START SLOPE �— <br />I <br />HERE '� <br />REFER TO DETAIL FOR <br />FLUSH ENTRY CONDITION <br />20'-9" <br />I <br />L' <br />F08 - <br />;VARIES <br />S1.0 <br />co <br />S. C. <br />S. C. <br />•I <br />I00, <br />0 <br />I <br />w <br />o <br />FO4 <br />FO7 <br />S1.0 <br />N <br />S1.0 <br />I <br />SOLID POUR <br />SOLID POUR <br />S. C, <br />S.C. <br />IN I ),\\\A <br />lei <br />7 1 /2" <br />� <br />• <br />I <br />VERIFY <br />i <br />Q, <br />FO6 <br />. <br />"' <br />Ln <br />o <br />M.O. W ! <br />F04 <br />Ln <br />S1.0 <br />F01 � <br />F01 ( <br />J <br />o � <br />S1.0 <br />S1.0 <br />• <br />—� <br />L <br />co <br />J <br />o VERIFY <br />M.O. <br />o <br />— <br />c <br />_I <br />_I <br />VERIFY M.O. <br />2'-10" 8" 7'_0" <br />14'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />1'-8 1 /2" <br />2'-10" 8" <br />4'-7" 21'-5" <br />40'-0" <br />1'-8 1 /2" <br />LEGEND SYMBOLS <br />❑� 8x8 FILLED CELL W/ 15 REBAR <br />AT21 8x8 FILLED CELL W/ (2)#5 REBAR • INSIDE FACE <br />❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />rx—x"**N DETAIL INDICATOR <br />M <br />FLOOR SLAB NOTES: <br />3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" <br />AND TAPED OVER CLEAN COMPACTED SOIL <br />SLAB REINFORCEMENT <br />FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB. <br />REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) <br />LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH <br />THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE <br />CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />O <br />o <br />Mo <br />? <br />r-i <br />o0 <br />• r�i <br />O <br />DO <br />n� <br />%-1 <br />O <br />-N <br />N <br />U <br />`Y' <br />c� <br />O <br />� <br />bA <br />N <br />c) <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REV I DATE/DMTO <br />C.O.A.# ENGINES INN- <br />PROJECT TYPE <br />2349 <br />Single Famil, <br />I THO AS A, WEBER, P1 <br />PXE 3242 FLORIDA <br />8 BENJAMI 1 NIESE, PE, <br />SPECIFICATION LEVEL <br />P.E. 88025 FLORIDA <br />PUlte <br />5/24/21 <br />DATE <br />AN NAME <br />eda <br />PC CHILD NUMBER <br />" <br />2810.500 <br />a +� <br />SHEET <br />.. �. <br />S1.1 <br /># it <br />- - - <br />I � I I I . t'it li ii �,i �,I�I�i'Gf ^dYil a �I�:� III �61`anlli 17U uui�af„1I:` 9�i IT-� <br />