Laserfiche WebLink
9 <br />4 <br />OFOUNDATION FLAN <br />SCALE: Wt," = 1'-0" <br />FOUNDATION PLAN NOTES <br />1. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS AND EXISTING STRUCTURE. <br />ALL MASONRY DIMENSIONS SHOWN ARE NOMINAL. <br />2, CENTER ALL FOOTINGS BELOW COLUMNS, WALLS AND PANELS UNO. <br />3. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE <br />EXITING BUILDING BEFORE FABRICATION AND CONSTRUCTION. <br />4. SLAB ON GRADE TO BE 4" THICK CONCRETE SLAB w/ 6 x 6 - W1.4 x WIA <br />W.WF ON 6 MIL. VAPOR BARRIER OVER WELL COMPACTED SOIL U.N.O. <br />5. TOP OF SLAB ELEVATION = 0'-0" U.N.O. (MATCH EXISTING) <br />6. TOP OF FOOTING ELEVATION = 4-4" U.N.O. (MATCH EXISTING) <br />1. TOP OF INTERIOR COLUMN OF FOOTING ELEVATION = 4-0" U.N.O. <br />8. STEP FOOTINGS WITH GRADE AS REQUIRED TO MAINTAIN 1'-0" MIN. SOIL <br />COVERAGE OVER ALL EXTERIOR FOOTINGS. REFER TO CIVIL DWGS. FOR <br />FINISH GRADE. CONTRACTOR TO FIELD VERIFY FOOTINGS ELEVATIONS. <br />REFER TO 1/51b FOR STEPPED FOOTING DETAIL. <br />9. REFER TO CMU WALL LEGEND SCHEDULE FOR WALL THICKNESS AND <br />REINFORCEMENT. <br />10. PROVIDE FOUNDATION COMER BARS AT ALL CORNERS, INTERSECTIONS <br />AND EACH SIDE OF OPENINGS AND CMU CONTROL JOINTS. REFER TO <br />DETAILS 2/81b AND 12/84a FOR MORE INFORMATION. <br />11. PROVIDE (2) *4 x 2'-6" AT MID DEPTH OF SLAB ON GRADE AT DOOR <br />AND STOREFRONT RENTRY COMERS (TYP.). REFER TO DETAILS 13/54a <br />FOR MORE INFORMATION <br />12. REFER TO ARCH. DWGS. FOR SIZE AND LOCATION OF MASONRY WALL <br />OPENINGS (M.O.). <br />13. REFER TO ARCH. DWGS. FOR LOCATIONS OF CMU CONTROL JOINTS. CMU <br />CONTROL JOINTS SHALL BE LOCATED AT 34'-0" o.c. (MAX.) AND 4'-0" <br />o.c. (MIN.) FROM OPENING EDGE. REFER TO DETAIL 12/64a FOR MORE <br />INFORMATION. <br />14. COORDINATE FLOOR FINISHES, WATERPROOFING REQUIREMENTS, ETC w/ <br />ARCH. DWGS. <br />15. REFER TO ARCH. / PLUMBING DWGS. FOR FIXTURES AND DRAINS <br />LOCATIONS AND INFORMATION. <br />16. REFER TO ARCH. / CIVIL DWGS. FOR EXTERIOR SLAB AND SIDEWALK <br />INFORMATION. <br />1-1. STRUCTURAL STEEL USED TO HAVE Fy = 50 KSI U.N.O. <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />DEPTH <br />REINFORCEMENT EA, WAY <br />REMARKS <br />F-1 <br />0'-8" x CONT. <br />0'-8" <br />(1) 45 CONT. BOTTOM BAR <br />THICK SLABEDGE <br />REFER TO 3/84a <br />F-2 <br />2'-0" x CONT. <br />1'-0" <br />(3) *5 CONT. BOTTOM BAR <br />WALL FOOTING <br />REFER TO '1/54a <br />F-3 <br />2'-6" x 2'-6" <br />1'-0" <br />(4) 05 TOP d BOTTOM <br />STL. COL. FTG. <br />REFER TO 6164a <br />F-4 <br />4'-0" x 4'-0" <br />1'-0" <br />(5) 05 TOP d BOTTOM <br />STL. COL. FTG. <br />REFER TO 5/84a <br />F-5 <br />4'-0" x 6'-8" <br />1'-0" <br />(5) 05 LONG BARS T E B <br />CMU PIER FTG. <br />(8) *5 SHORT BARS T 4 B <br />CMU UJALL LEGEND SCHEDULE <br />LEGEND <br />VERTICAL REINFOIQGEMENT <br />REMARICS <br />�— <br />8" CMU WALL w/ (1) 06 ADDITIONAL VERTICAL <br />SEE PLAN, NOTES AND <br />DETAILS FOR LOCATION <br />8" CMU WALL w! "5 VERTICAL 24" o.c. MAX. <br />CMU WALL BELOW <br />4 ABOVE OPENING <br />T77'7 <br />8" CMU WALL w/ S VERTICAL a 24" o.c. MAX. <br />i7 <br />8" CMU WALL w/ 05 VERTICAL a 16" o c. MAX. <br />12" CMU WALL w/ 05 VERTICAL tv 8" o.c. MAX. <br />SEE PLAN, NOTES AND <br />DETAILS FOR LOCATION <br />I. CMU WALL CONSTRUCTION SHALL BE RUNNING -BOND CONSTRUCTION AND <br />VERTICALLY REINFORCED ACCORDING TO THE SCHEDULE. <br />2. REINFORCEMENT BARS SHALL BE PLACED IN GROUT -FILLED CELLS. SPACING OF <br />VERTICAL REINFORCEMENT BARS SHALL NOT EXCEED 4'-0" o.c. <br />B. HORIZONTAL CMU WALL REINFORCEMENT SHALL BE 5 GA. SPACED AT 16" o.c. <br />4. CMU WALL REINFORCEMENT SHALL BE DOWELED INTO FOOTINGS AND TIE BEAMS / <br />LINTELS. <br />REVISIONS BY <br />0 <br />0 <br />� U <br />U <br />� N <br />Y 00 <br />�^I U CT p <br />y�� <br />Q� <br />I� o � <br />W ro o <br />4� x <br />E W c <br />a' <br />N <br />U <br />NCH 0 U � <br />t d E 00 <br />> N <br />./ (u <br />� co <br />ti <br />✓ ti <br />N <br />SEAL <br />rp <br />OUCHIR S. CHENOUDA <br />PE # 69180 <br />N V1 <br />W € Ln 0 m <br />�^ o ao <br />rn v, o0 <br />� N <br />LL o a <br />U <br />V J <br />�" <br />3 W <br />� i= <br />N O <br />i V ■ 0 u <br />J� <br />UJ <br />Y ao u <br />g�2 <br />Lnai <br />0 06 > <br />Z rn <br />;M� <br />00 <br />LLI g °' <br />Li 00 0 <br />u ui <br />U� <br />z LLJ <br />0JZ <br />v <br />L d .o <br />O JU ®z <br />O <br />v U Lu 3� <br />m Lua <br />L <br />� Q~gym <br />L? N <br />m <br />O� <br />JD <br />Li <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />Sheet <br />S2a <br />