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<br /> z <br /> ~ <br /> ~ ~ ~ <br /> ;~~~ <br /> 0 ~~~ i (l <br /> z <br /> . N ~~~ ~ . ~ <br /> '" ~~ <br /> Z ~~~ ~~ ~ <N <br /> n::: ~~I? Q:: <br /> w ~ ~~~ c:J: <br /> W ~~l&J iO ~~ ~ <br /> z ~~ ~ z <br /> '" ~ ri~~ . ~ ~o <br /> Z ~-lD ~~~ illS ~ <br /> . 5-";' e uJ <br /> w o .. ~c~ ~~ I <br />SEE FND. PLN 3/4" X 9" RECESS 0.: .. <br />~ ::.Jv 00 III 0 <br />FOR STEP DOWN W.W.M. j~ z l!a ~ <br />HGT (TYP 3 1/2") '" c.. ffi~~ OC S~ <br />W.W.M. W ~~~ ~~ ~~ <br /> f- <br />PORCH F.F. Z <br /> . . . <br />(1) # 5 REBAR <br /> <br /> <br /> <br /> <br />N <br />....... <br />~ <br /><"'1 <br /> <br /> <br />. 1 <br /> <br />GRADE <br /> <br />FINISH FLOOR LEVEL <br /> <br />W.W.M. <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.5. <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 /> <br />F.F. W.W,M. <br /> <br /> <br /> <br />s <br />o <br />f..) <br />0'\ d <br />o 11) .6 <br />00'\ t'.... :!3 <br />;r3~ Cf'J ..... <br />.cro ~OOO.c <br />~a ~,~~ ~ffi <br />** *~~~8 <br />~U=)t-- ~t!-t) .g <br />~ ~ .~ ~ ~ ~ ~ ~ <br />U C"U,f) U O..dLl ~ =#: <br /> <br />UJUJUJ <br />cx:~U <br />~~~ <br />=>00 <br />SSf2Z <br /> <br />V) V) Q Z <br /> <br />~ ~ ~- ~ ~ ~ ~ ~ ~ ~ ~ ~ <br /> <br />::;)O'x:Ezu.:EZO~::;)a. <br />O'lil~Q~OQ~ClwO~ <br />~~g;::J~~ct:~~~8::j <br />....J~~~.....O ~~~ <br />~Q~W~~~~~Rb~ <br />1i~> O~ ct:r-zct: <br />o ..... U. 0 <br /> <br /> <br />UJ <br />::E <br />O~ <br />OZ <br />~~ <br />U SHEET NO. <br />o <br /> <br />- <br /> <br />(() <br /> <br /> <br />2-#5 REBAR <br /> <br />.W.M. <br /> <br />I, <br />,. <br /> <br />16" <br /> <br /> <br />3 1/2" <br /> <br />0'0" FIN. FLR. <br /> <br />N <br />~ <br /> <br /> <br /> <br /> <br /> <br />SECTION @ GARAGE DOOR <br />SCALE: N.T.5. <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 />1. MASONRY UNITS: lAW ASTM C90 <br />2. MORTAR: TYPE 1'1 OR TYPE SlAW SBC TABLE 1402.8B IS <br />REQUIRED TO BE TYPE 1'1 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. AND IDENTIFIED IN <br />ACCORDANCE WITH ASTM A615, A616,A70 <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 (YfflF): 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 />4.5 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK <br /> <br />AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED <br /> <br />WITH 5X6 - Wl.4 X W1.4 YfflF 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 />104,2.6; 104.2.7; 1403.1.6, 1503.4.4; 1816; 1916,7.5; 2303.1.4 & 2304 <br /> <br />co Vl <br /> C <br />0) 0 <br /> 'Vi <br />0 .> <br /> ~ <br />0 ~ <br /> ~ <br />I (J) <br />N - <br />- <br />.- <br />L() I <br />I ~ <br />I'-- Q.) <br /> .- <br />~ > <br /> ......., <br />~ (J) <br />L() Q.) <br />L.. <br />~ () <br /> <br />.... <br />rl <br />I >- <br />~ 0::: <br />~ <br />N <br />'" 0 <br />N <br />.... <br />~ <br />~ I- <br />"- <br />'" <br />ob <br />~ Z <br />,..i <br />~ <br />/" W <br />~ <br />~ > <br />/" <br />~ <br />! 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