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<br /> ~w ~ & <br /> c3 ;;tf G <br /> z <br /> N ~tj~ :> <br /> . !!1~~ ~~ ~ <br /> e", ~~ <br /> Z <br /> ~ co ~ I 0 ~8~ ~ ~ <br /> w ~ g~~ <br /> w ~~w ;0 ~ <br /> z x ~ 'it) ...)i~ ~~ ~ <br /> e", ~ ....n, ~~~ !fJB ~ <br /> z co.... CD <br /> w '5o"J8uJ <br /> o .. ~~g I~ 0 <br />SEE FND. PLN 3/4" X 9" RECESS a: .. <br />~ ..Jv <br />FOR STEP DOWN I: )( <br /> ~~ ffi~B ~ ~ <br />HGT (lYP 3 1/2") e", a.. <br /> W ~~~ ~~ ~ <br /> I- <br />PORCH F.F. Z <br /> . . . <br /> <br /> <br /> <br /> <br />N <br />-- <br />~ <br />M <br /> <br /> <br />(1) # 5 REBAR <br /> <br />. 1 <br /> <br />GRADE <br /> <br />FINISH flOOR LEVEL <br /> <br />W.W.M. <br /> <br /> <br />W.W.M. <br /> <br /> <br />w <br /> <br />b <br />N <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 />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 /> <br />F.F. W,W.M. <br /> <br /> <br /> <br />g <br />0\ J' ~ <br />~ l1) .S <br />.9 l1) ~ ] <br />'lj'lj (1') ~ <br />.8 roo ~~~ a <br />C/) C'-l (1') <br />~ ~ ~... 0\ 0\ <br />0) ". 0) ....I.... (1') <br />...."" ....""..,,(/)(1') <br />ro:a roN:~ 0)0 <br />~C/)t...~t.tK~g <br />1a t... ~ 1a C'-l C'-l ~ ~ <br />0) ~ .s ..9:l t'1: to; ~ <br />OC"HJ)U!~ 11: <br /> <br />wWw <br />cx:~u <br />~~~ <br />::)00 <br />~f2z <br /> <br />V1 V1 ~ '2: <br />o I=!-a ~ -a 8 ~:g <br />~~~tn~~~~ 0~:6 <br />~ 0'>< ffi 2: ~ ~ ffi ~ ~ 5~~ <br />~ lD ~ ~ ~ ~ Q ~ ~ w 8: ~ <br />~ ~ ~ ~ ~ 9 ~ ~ ~ ~ ~!~ <br />~~~~~~~~~~'~ <br />o := u. '0 <br /> <br /> <br />w <br />~ <br />o~ <br />Oz <br />~~ <br />() SHEET NO. <br />o <br /> <br />- <br /> <br />CO <br /> <br />0) <br />co LAST PLOT DATE I <br />(5 Mar. 22, 05 <br />...J I <br /> <br /> <br />2-#5 REBAR <br /> <br />16" <br /> <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 />1. MASONRY UNITS: lAW ASTM C90 <br />2. MORTAR: lYPE M OR lYPE S lAW sac 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. 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 (WNF): ASTM A185. <br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACl 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 W1.4 WNF AT MID-DEPTH OF SLAB. <br /> <br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACl 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 />0) Vl <br /> c: <br />CO 0 <br /> .Vi <br />0 'S; <br /> & <br />0 ~ <br /> Q) <br />I (j) > <br />C\I - <br />- <br />.- <br />L() I <br />I ~ <br />I'- Q) <br /> .- <br />~ > <br /> ........ <br />~ (j) <br />L() Q) <br />L.. <br />~ () <br /> <br />.... <br />.:-< <br />~ >- <br />~ <br />~ Cl: <br />;?; <br />~ 0 <br />.:< <br />.... <br />~ <br />~ J- <br />...... <br />'" <br />'f <br />'U Z <br />.... <br />~ <br />..- W <br />~ <br />J > <br />..- <br />~ <br />..- Z <br />! <br />..- <br />~ - <br />~ <br />j <br />..- <br />::i <br /> <br />zV) <br />o . <br />~~ <br />Q <br />... < <br />0..: <br />:E <br />~ <br /> <br />Lt') <br />o <br />o <br />N <br /> <br />- <br />- <br /> <br />ro <br />$ <br />E <br />OJ <br />......, <br />Vl <br /> <br />1- <br />Q) <br />> <br />o <br />-c <br />c: <br /><( <br /> <br />s <br /> <br /> <br /> <br />o <br />~ <br />,..-t~ <br />,..-t~ <br />IN <br />O'\LJ') <br />01 <br />\00'\ <br />(V') \0 <br />(V')~ <br /> <br />- I <br />U-(V') <br />ro,..-t <br />a. co <br />E~ <br />ro <br />~ <br /> <br />>-1- <br />~z <br />z~ <br />w......zz <br />Ucoo <br />wUl:ii <br />~~z~ <br />o8~o <br />Z~~<( <br />0.::;:.. a. <br />I--~>~ <br />:C~~~ <br />lD....ol-~ <br />~ .....0 <br />~ZOI <br />>- ?i ~ (J) <br />a.~~::J <br />o~~~ <br />U::)wct <br />o.zu. <br />la~ <br />I:;E <br />I- <br /> <br />0.: <br />~ <br />8 <br />w <br />:;E <br />o <br />I <br />(J) <br />::J <br />lJ) <br />o <br />o <br />N <br />@ <br />