Laserfiche WebLink
0 <br />I <br />v <br />0 <br />I <br />It <br />I <br />in <br />47'-4' <br />6'-4' 6'-0' 5'-2' 4'-0' 4'-0' 6'-10' 2'-10" 3'-4' 3'-10' 5'-0' <br />SLAB <br />8' x 4' <br />H.B. <br />RE ESS FOR DOOR <br />a o o a o 131 10 a o I a 0 <br />-------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------- <br />I 16' X 16' MONOLYTHIC <br />FOOTER WITH (2)#5 BARS I <br />CONTINUOUS I <br />I <br />I <br />I I <br />I 16' I. <br />1 4' THICK t3nnn PSI MIN) <br />• FIBERMESH CONCRETE SLAB OR `0 <br />CONCRETE SLAB REINFORCED <br />WITH #10 GA. 6X6 W.W. MESH <br />ON 6 MIL VAPOR BARRIER <br />AND TREATED, 95% COMPACTED S❑IL. <br />E0 <br />c <br />I <br />o <br />CONCRETE PAD <br />10'-3' o <br />in <br />a <br />� I � <br />o I <br />c10 <br />I <br />m <br />4/H <br />Rm <br />4' PVC <br />UNDER SLAB <br />FOR A/C LINES <br />4'-6' AIR <br />HAND <br />r <br />DOWN <br />�, 4' - or 14'-5' <br />r-------Ir-------I <br />i w uD i <br />L------JL------J <br />I <br />16' X 16' STEP FOOTER <br />WITH (2)#5 BARS <br />CONTINUOUS <br />I <br />�r I <br />. I <br />-4 <br />I <br />I <br />DOWN I <br />Li <br />0 I <br />o I <br />J I <br />0 <br />I <br />cu <br />m <br />! <br />REFG INSTALL <br />6ICE-MAKER <br />WALL LINE <br />COMB❑ <br />I �7n1 <br />—11 <br />r <br />of N I I <br />o I ?U <br />� N I <br />21,-4' I ON 26'-0' I a <br />16' X 16' MONOLYTHIC I <br />FOOTER WITH (2)#5 BARS I I <br />CONTINUOUS <br />L- - - - - ---- <br />� I <br />° o 0 o a i l a <br />I <br />� I I DOW o j <br />I I I i I I <br />L-------- ------------------------ L - - - - - - - <br />0 o RECESS FOR DOOR o o ° t o <br />INDICATES VERTICAL 00 <br />REINFORCEMENT @ 6' D.C. MAX., I I <br />3000 PSI CONC., 1#5 BAR W/10' I I <br />L - <br />STD. HOOK, 25' MIN. OVERLAP <br />FROM FOOTER TO BOND BEAM o 0 0 0 0 0 <br />& LOCATED AT ALL CORNERS, HOSE <br />OPENINGS, BEAMS & GIRDERS. BIBB <br />2'-8" 16'-8' 2'-8" V-4 4'-1' '-11' 3'-8' 3'-5' 3'-10' 3'-5" 3'-8' <br />22' - 0' 7'- 4' 18'-0' <br />47'-4' <br />FOUNDATION PLAN v4° _ 1-0# <br />0 <br />I <br />in <br />FIBERGLASS SHINGLES ON <br />30# FELT & 7/16' STRUCTURAL 1 O.S.B. <br />OR 15/32' EXPOSURE 1 CD PLYWOOD, <br />INSTALL PLYWOOD CLIPS @24' D.C. <br />PRE-ENGINEERED <br />'i <br />FL. 11473.3 FIREST❑P TRUSSES @ 24' O.C. <br />ih <br />• O.C. <br />SIMPT �PICALT <br />ANCHOR <br />(❑R EQUAL) <br />• <br />(2)SIMPSON HETA16 <br />AT ALL GIRDERS R-30 MIN. INSULATION <br />(❑R EQUAL) <br />DRIP EDGE 1/2' GYPSUM BOARD <br />0 <br />2x6 FACIA KNOCK -OUT BLOCKS CEILING RATED <br />i' <br />BOARD 16• WITH (1) #5 BAR CONTINU❑US <br />M <br />ALUM, FACIA 'CAST-CRETE' LINTEL FL. #158.1 <br />KAYCAN SOFFIT, FL. #16503 OR OVER WINDOWS & DOORS <br />o <br />EQUIVALENT INSTALLED PER WINDOW <br />MANUFACTURERS INSTRUCTIONS. <br />3/4' R-5 INSULATION BOARD <br />INDICATES VERTICAL SILL PLATE <br />H.B. oo <br />REINFORCEMENT @ 6' ❑.C. MAX., <br />-- 1 <br />3000 PSI CONC., 1#5 BAR W/10' SILL Ll P/T FURRING <br />;r <br />STD. HOOK, 25' MIN. OVERLAP Z1121 GYPSUM BOARD <br />FROM FOOTER TO BOND BEAM <br />& LOCATED AT ALL CORNERS, 4' THICK (3000 P.S.I. MIN.) <br />o <br />OPENINGS, BEAMS & GIRDERS. FIBERMESH CONCRETE SLAB OR <br />CONCRETE SLAB REINFORCED <br />un <br />CEMENTACIOUS FINISH WITH #10 GA. 6X6 W.W. MESH <br />ON EXTERIOR WALLS ON 6 MIL VAPOR BARRIER <br />AND TREATED, 95% COMPACTED S❑IL. <br />Coco Q HEADER BLOCK BOND BEAM <br />WITH (1)#5 BAR CONTINUOUS <br />11 <br />GRADE j FILL CELLS SOLID <br />iI n <br />, <br />GRADE TOSLOPE N ? �� <br />6' IN FIRST 10'-0'. • STEMWALL FOOTER <br />WITH (2) #5 BARS C❑NTIN. <br />16' ON CHAIRS @32' D.C. <br />o <br />ALTERNATE NOTE, <br />.i <br />PENDING SITE CONDITIONS <br />CONTRACTOR SHALL DETERMINE <br />TYPE & COURSE OF FOUNDATION. <br />MONOLITHIC SLAB OR FOOTER <br />AND STEMWALL, <br />0 <br />I <br />v <br />Z <br />GRADE <br />GRADE TO SLOPE ;D • <br />6' IN FIRST 10'-0'. <br />0 <br />16' OTER WITH (2) <br />#�NBARS CONTINUOUS <br />ON CHAIRS @32' D.C. <br />TYPICAL WALL SECTION <br />I <br />co <br />VTR <br />PLUMBING RISER <br />REINFORCING STEEL COVER <br />1, FOUNDATIONS: <br />A. MINIMUM COVER TO BE 3' WHEN CONCRETE IS CAST AGAINST AND PERMANENTLY <br />IN CONTACT WITH THE EARTH, <br />A. MINIMUM COVER TO BE 1-1/2' WHERE CONCRETE IS FORMED AND POURED BEAMS, <br />2. REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM <br />CLEAR DISTANCE OF 1/2' OF GROUT BETWEEN REINFORCING BARS AND ANY FACE OF <br />A BLOCK CELL, <br />3. REINFORCEMENT BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER, <br />INCLUDING GROUT, OF NOT LESS THAN 2' FOR MASONRY UNITS EXPOSED TO EARTH <br />OR WEATHER OR 1-1/2' FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER, <br />4. FOOTING DOWEL BARS SHALL BE EMBEDDED A MINIMUM OF 12' INTO THE F❑❑TING <br />(PERIMETER EXTERIOR FOOTINGS ONLY) WITH STANDARD HOOK AND SHALL BE PROVIDED <br />FOR ALL VERTICAL REINFORCEMENT, ALL DOWELS SHALL LAP WALL REINFORCEMENT <br />A MINIMUM OF 40 BAR DIAMETERS. <br />5. FOOTER SIZES BASED ON 2000 PSI BEARING CAPACITY OF SOIL. ANY <br />FOOTINGS CONSTRUCTED IN SOIL WITH BEARING CAPACITY LESS THAN <br />2000 PSI PLEASE CONSULT ENGINEER OF RECORD IMMEDIATELY. <br />FOOTER SIZES ALSO DESIGNED FOR MAXIMUM REACTION OF 6,000 LBS, <br />ANY REACTION OR LOADING GREATER THAN 6,000 LBS PLEASE CONSULT �N I M 1,,,11 <br />ENGINEER OF RECORD IMMEDIATELY. ON ' <br />P \ctn,sE <br />�flzl�f w <br />CiC` <br />ONA` �\ <br />PREMIER 2249 <br />SHEET 3 OF 5 <br />