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<br /> <br />d <br />z <br /> <br /> <br />('II <br />g ~~ <br />~ m~~~~ <br />~ ~ ti~:':~ <br />'-J en ..-..,. <br />z co..-II) <br />w d~"'::'.!S w <br />..J a:..J,," <br />r2 ~~ <br />~ a.. <br />W <br />~ <br />Z <br /> <br />SEE FND. PLN <br />FOR STEP DOWN <br />HGT (lYP 3 1/2") <br /> <br />3/4" X 9" RECESS <br /> <br />N <br />-... <br />...... <br />M <br /> <br /> <br />(1) # 5 REBAR <br /> <br /> <br /> <br />" :. <br /> <br />GRADE <br /> <br />FINISH FLOOR LEVEL <br /> <br />W.W,M. <br /> <br /> <br />W.W.M. <br /> <br />PORCH F.F. <br /> <br />~ <br /> <br /> <br /> <br /> <br /> <br />SECTION @ GARAGE <br />1 STORY <br /> <br />SINGLE STORY FTG <br />BEARING <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.5. <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 />AUGN 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 />M F.F. W,W.M. <br /> <br /> <br /> <br />~ <br />CW~' <br />!!!j; <br />j; <br />~i~ U) <br />:>.~~ ~ <br />~~~ :2 <br />~~! ~~ ~ <br />~:~ ~~ ~~ <br />~~~ ~~ ~~ <br />~~~ ~~ 01 <br />~zB I!!J ~~ <br />ffi~!ii CSt: B!!! <br />:~3 ~~ ~~ <br /> <br />. . . <br /> <br />s <br />o <br />U <br />0'\ U <br />o U) .9 <br />00'\ t:: ! ~ <br />.... U) "J 1- <br />"d"d ~oooo <br />~g tI:~81~('I') <br />I-< ~ ~ t Ci\ 5b0'\ <br />CJ CJ CJ ~ J.. .... ~ <br />~~ ~~it:~o <br />~(j)~ ~~K .8 <br />O~~O~~~~ <br /> <br />wWw <br />~~u <br />~~~ <br />::)00 <br />&Sf2z <br /> <br />V) .~ ~ 5 <br />@ ~'5 ~ 9 ~ 8 ~. <br />~g~~~~~~o~5i <br />::) 0' >< ~ z u.. ~ Z ~ ~ 5 ~! <br />0' til ~ ..... ~ 0 0 ~ ..... woo..: <br />~ ~ ~ ~ ~ e ~ ~ ~ ~ ~ ~! <br />~ ~ ~ w ~ p: w ~ u.. I- <:(; <br />Q ~ w ~ ::) ~ ~ g 0 ~i. <br />~ <:( > 0 Z Z 01::' <br />o ..... u.. o. <br /> <br /> <br />w <br />::E <br />O~ <br />O~ <br />~Cl.. <br />() SHEET NO. <br />o <br /> <br />- <br /> <br />(Q <br /> <br />('f) <br />(j) LAST PLOT DATE <br />(5 Mar. 22, 05 <br />--I <br /> <br /> <br />16" <br /> <br /> <br />2-#5 REBAR <br />3 1/2" <br /> <br />.W.M. <br /> <br />0'0" FIN. FLR. <br /> <br />N <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 (WNF): 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 - Wl.4 X W1.4 WNF 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 C90 <br />2, MORTAR: lYPE M OR lYPE 5 lAW SBC TABLE 1402.88 IS <br />REQUIRED TO BE lYPE M OR lYPE 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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