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<br /> <br />o <br />z <br /> <br />3 1/2" SLAB <br /> <br />W.W,M. <br />(VERIFY) <br /> <br />N <br />g ~~ <br />ffi ~~~~~ <br />W ~ <>>N <br />~ g~3'~~ <br />z DO ..- In <br />W d ~f~et.J <br />...J O::.J,," <br />~ ~~ <br />Cl 0- <br />W <br />I- <br />Z <br /> <br />. :, <br /> <br /> <br />16" <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 />..-4 <br />M <br /> <br /> <br />(1) # 5 REBAR <br /> <br /> <br /> <br />GRADE <br /> <br />FINISH flOOR LEVEL <br /> <br />'. . <br /> <br />II "I~llllllllllllllllllli:III~I:'''''' """< <br />I -III III III III I .:...'. N <br />'--=111 II! II: II!: '. '. "" .... <br />-=111=111=111=1 ... . · <br />~ 16"~ <br /> <br />W.W.M. <br /> <br /> <br />W.W.M. <br /> <br />PORCH F.F. <br /> <br />o <br />("oj <br /> <br />w <br /> <br /> <br /> <br /> <br /> <br />SECTION @ GARAGE <br /> <br />SINGLE STORY FTG <br /> <br />THICKENED EDGE <br /> <br />STEP DOWN @ ENTRY <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T.S. <br /> <br />BEARING <br /> <br />1 STORY <br /> <br />SCALE: N.T.5. <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 WI <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 />~ !oJ ~ <br />~!oJ~ ~ <br />!!l~8 <br />~i <br />~~~. <br />~~~ :2 <br />~8~ ;~ <br /> <br />l-:~!oJ 00 <br />~~i= ~~ ~~ <br />t~~ ~S - ~z <br />~ -3 <br />~~~ ~1ii o~ <br />rqZS l!!l ~o <br />~~ at: S!!l <br />:i~ ~~ ~~ <br /> <br />tr) <br />C) <br />C) <br />C'-.J <br />-.::j. <br />~ <br />~ <br />~ <br />~ <br /> <br />10 <br /> <br />1 <br /> <br />a.l <br />0.. <br />~ <br /> <br />i <br /> <br /> <br />. . . <br /> <br />s <br />o <br />U <br />0\ U <br />o l1) .S <br />o 0\ /:'0 1J) <br />..... l1) C(') ~ <br />]~ ~oooc <br />tf) 0 fi: ~ ~ ~ C(') <br />~ ,t 0\ 500< <br />~ Q) ~ /:'0 ~ .~ ~ <br />ro~ ro~~~o <br />~~~ ~~~ ~.~ <br />~ ~'3 Q) ~ ~ <( <br />UNtf)Oo..~.:t1: <br /> <br />UJUJUJ <br />~(.9u <br /><1:~~ <br />=>00 <br />SSf2z <br /> <br />~ ~ ~ ~ ~'~ ~ ~ 8 ~ ~ <br />~Q~..dift3mft~@S!:~ <br />::>ox;~zu..~zO<1:::>a. <br />O'b1~o~OO~Qwo~ <br />~~~::jf-'9~f-'~~~-l <br /><1:f-' ~w~p:!WW~I-::t <br />~~~~5~~~~~~ <br />o ..... u.. 0 <br /> <br /> <br />2-#5 REBAR <br /> <br />N <br />...... <br />.... <br />M <br /> <br />16" <br /> <br /> <br />3 1/2" <br /> <br />0'0" FIN. FLR. <br /> <br /> <br />UJ <br />~ <br />O~ <br />~z <br />()~ <br />o <br />_ SHEET NO. <br />m <br /> <br />N <br />~ <br />~ <br />LAST PLOT DATE <br />(5 Mar. 23. 05 <br /> <br />....J <br /> <br /> <br /> <br />SCALE: N.T.5. <br /> <br /> <br /> <br />STEP DOWN BRG. <br /> <br />SECTION @ GARAGE DOOR <br />SCALE: N.T.S. <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 />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 (WWF): ASTM A185. <br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITl1 ACI 315, <br />4,5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" <br /> <br />BOITOM AND SIDES. <br /> <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 WWF AT MID-DEPTH OF SLAB, <br /> <br />1. MASONRY UNITS: lAW ASTM C90 <br />2. MORTAR: lYPE M OR lYPE SlAW SBC TABLE 1402.8B 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 />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 />C\I Vl <br /> c: <br />~ 0 <br /> 'in <br /> '> <br />~ ~ <br />0 ~ <br /> ~ <br />I (/) <br />C\I - <br />- <br />.- <br />L() I <br />I ~ <br />f'.- Q) <br /> .- <br />~ > <br /> ....., <br />~ (/) <br />L() Q) <br />L. <br />~ 0 <br /> <br />.... <br />,:.; <br />] <br />== <br />.s. <br />::t <br /><( <br />~ <br />N <br />~ <br />.... <br />.... <br />~ <br />"- <br />1:) <br />"- <br />'" <br />~ <br />~ <br />~ <br />~ <br />~ <br />~ <br />J <br />~ <br />~ <br />.g <br />~ <br />.-- <br />::i <br /> <br />>- <br />Cl:: <br />o <br />I- <br />Z <br />W <br />> <br />Z <br /> <br />- <br /> <br />o <br />o <br />\..0 <br />2 <br />.- 0 <br />::lv <br />(/),-ir--.. <br />o .,-i r--.. <br />~"OIN <br />(/)>O'\L{) <br />~'ffiOI <br />> \..00'\ <br />'o~~\..O <br />r--.. <br /><(0-1 <br />a....cLL.M <br />:E~~(;j <br />~~~~ <br />.f- <br />Z <br />o <br />o <br />\..0 <br /> <br />L.() <br />o <br />o <br />N <br /> <br />>-1-- <br />~z <br />z~ <br />wHZZ <br />Ucoo <br />wUli) <br />~~z~ <br />o8~o <br />Zoc~<:( <br />a.;>Q. <br />~>::?: <br />I- w~ <br />:r:~~w <br />19b1--::?: <br />C2Z5~ <br />~~~gj <br />O~oc6 <br />u:)we:! <br />a.zu.. <br />la~ <br />:::c~ <br />I-- <br /> <br />- <br />- <br /> <br />L- <br />OJ <br />> <br />o <br />'"0 <br />C <br /><( <br /> <br />co <br />3: <br />E <br /><lJ <br />+J <br />(/) <br /> <br />51 <br /> <br />& <br />8 <br />w <br />~ <br />o <br />:::c <br />(J) <br />::) <br />11') <br />o <br />o <br />N <br />@ <br />