Laserfiche WebLink
ui <br />FOUNDATION <br />SCALE: 1/4"=1'-0" <br />mwA� <br />51.0 <br />0 <br />t <br />0 <br />o <br />o <br />CV <br />m <br />00 <br />CID <br />0 <br />40'-0" <br />10'-8" 29'-4" <br />8'-8" ,-0 <br />24"x24"x12" CONC. FTG. W/ <br />31.0 <br />51A <br />#4 BARS 6" O.C. EA WAY <br />4-- <br />w/ OPT. <br />SCREEN <br />(SCREEN <br />ENCLOSURE ENCLOSURE( <br />F11 F11 __- <br />S1.0 S1.0 <br />2'-7" 8" 10'-2' Ly L. 4'-5 1/2" 8" 7'-0° " 3'-1 1/2" <br />VERIFY M.O. <br />VERIFY M.O. <br />—---- <br />-- <br />�Q---- <br />i <br />o <br />■ <br />_ F01 <br />�- S1A <br />F01 <br />S1.0 �-� <br />■ <br />1'-21/2" ' <br />�, <br />2'-11/2" 6'-8" <br />N <br />N <br />VERIFY M.0 <br />N <br />i <br />CJ <br />i <br />0 <br />CJ <br />F�7 <br />3'-01/2" <br />g" <br />$10 <br />\-51 <br />2 <br />I <br />• <br />CJ <br />� <br />S1.0 <br />o <br />o <br />• <br />_ FO1 <br />S1A <br />• <br />I CJ <br />CJ <br />S1.0 <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION $1� <br />FT <br />SLOPE STARTS <br />HERE <br />2 <br />'-10" <br />FOB <br />S1.0 <br />VARIES <br />I <br />• <br />o <br />CJ <br />• <br />I <br />I <br />lco <br />IN Of <br />It <br />-- <br />S1A <br />F�5� <br />S1A <br />• <br />CJ <br />F01 <br />S1A <br />5 <br />N VERIFY <br />M.O. <br />1 �3,_4„ 51 <br />" <br />F 44 <br />S1A <br />CJ <br />FM <br />S1A <br />CFJM <br />0 <br />VERIFY M.O. <br />VERIFY M.O. <br />2'-111/2" <br />" <br />7._0„ <br />" <br />2'-111/2" <br />4'-3" <br />1'-9" <br />8" <br />16'-8" <br />�81 <br />21'-6" <br />40'-0" <br />LEGEND SYMBOLS <br />0 <br />Bx8 FILLED CELL W/ #5 REBAR <br />FS-F-21 <br />8x8 FILLED CELL W/ (2) J5 REBAR @ INSIDE FACE <br />g <br />® <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />n <br />c <br />45' CMU - ALL CELLS W/ #5 REBAR <br />Al <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />OIL ELEV. <br />ELEVATION NDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />)a <br />DETAIL INDICATOR <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 />U7. CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />0 <br />Wl <br />m <br />Lo <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />�ttttrli�►��� <br />500Fieldstone <br />C.O.A# ARCHITECTURE: <br />AA26002802 _� <br />C.O.A.# ENGINEERING: <br />O. SRO <br />29349 _ <br />E BENJAMIN NIESE, PE <br />P.E.# 86025 r <br />❑ IAN MCCULLOUGH, PE i <br />O '. STAT Qj <br />P.E.# 80956 <br />/- ' <br />10/2021 <br />-Ric . G`�►`� <br />-'-�ss��1VA%. <br />DATE <br />lItPulteGroupr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />-"- <br />PROJECT TYPE I <br />Single Fam ly <br />SPECIFICATION LEVEL I <br />Pt lte <br />PLAN NAME <br />Highgate <br />NPC CHILD NU ER <br />2811.500 <br />SHEET <br />sil <br />