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',' <br />I J II III III III I .: " .. . <br />'-=ill ill. ill U .,... .: .' <br />-III~III~III-< . . <br />j, 16" "l ' 2) #5 <br />-~REBAR <br /> <br />GRADE <br /> <br />FINISH FLOOR LEVEL <br /> <br />Yf..W.M. <br /> <br /> <br />N <br />..... <br /> <br />o <br />N <br /> <br />W.W.M. <br /> <br /> <br />~ <br /> <br />(1) # 5 REBAR <br /> <br />16" <br /> <br /> <br /> <br /> <br /> <br />SINGLE STORY FTG <br />BEARING <br /> <br />SECTION @ GARAGE <br />1 STORY <br /> <br />THICKENED EDGE <br /> <br />STEP DOWN @ ENTRY <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T.S. <br /> <br />FRONT WALL <br />OF GARAGE <br />PROVIDE 1 1/2" <br />DEEP X 13" WIDE <br />RECESS AT GARAGE <br />DOOR. <br />1/2" EXP. JOINT <br />ALIGN DRIVE W ( <br />BOTTOM OF <br />RECESS & PITCH <br />DRIVE <br /> <br /> <br />PROVIDE 1 1/2" X 5 1/2" RECESS <br />FOR (2) PANEL UNITS <br />PROVIDE 1 1/2" X 7 1(2" RECESS <br />FOR (3) PANEL UNITS <br />AT SGD LOCATION <br /> <br />W.W.M. <br /> <br />4" X 8" X 16" CMU <br />(TILE SILL BY <br />TILE CONTRACTOR <br />(RAISED OR FLUSH) <br />N <br />-- <br />.... <br />C"l F.F. 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FLR. <br /> <br />N <br />.... <br /> <br /> <br />UJ <br />:E <br />O~ <br />~Z <br />()~ <br />o <br />_ SHEET NO. <br />CO <br /> <br />L() <br />N <br />~ <br />LAST PLOT DATE <br />o Mar. 22, 05 <br /> <br />..-J <br /> <br />'. <br /> <br /> <br /> <br /> <br /> <br />SECTION @ GARAGE DOOR <br />SCALE: N.T.S. <br /> <br />STEP DOWN BRG. <br /> <br />SECTION @ SHOWER <br /> <br />S.G,D. SILL DETAIL <br />BEARING <br />1 STORY <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T.S, <br /> <br />SCALE: N.T,S. <br /> <br />FOUNDATION NOTES <br /> <br />GENERAL MASONRY NOTES: <br /> <br />3) SOIL: <br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR) <br />4) CONCRETE: <br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2500 PSI (NORMAL WEIGHT). <br />4.2 REINFORCING BARS: ASTM A615 (GRADE 40). <br />4.3 WELDED WIRE FABRIC (W'NF): ASTM A185. <br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" <br /> <br />BOTTOM AND SIDES. <br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK <br /> <br />AND DRIVE SLABS) 3 1(2" THICK MIN., REINFORCED <br /> <br />WITH 6X6 - W1.4 X Wl.4 WWF AT MID-DEPTH OF SLAB. <br /> <br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />4,8 LAP SPUCE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". <br />4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS <br /> <br />104.2.6; 104.2.7; 1403.1.6,1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304 <br /> <br />1. MASONRY UNITS: lAW ASTM egO <br />2, MORTAR: TYPE M OR TYPE SlAW SBC TABLE 1402,88 IS <br />REQUIRED TO BE TYPE M OR TYPE S <br />3. GROUT: 3(8" MAXIMUM AGGREGATE, 8" - 11" SLUMP <br />3000 PSI OR ASTM C476 <br />4. CONCRETE: 2500 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR <br />FOOTINGS: 2500 PSI FOR SLABS ON GRADE <br />5. REINFORCING STEEL: GRADE 40 MIN. 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