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'. .' ,,^ ..... <br />~1-mITTT' m' - .... . · <br />J 16" ~ <br /> <br />W.W.H. <br /> <br /> <br />W.W.M. <br /> <br />PORCH F.F. <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.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. 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SILL DETAIL <br />BEARING <br />1 STORY <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T.5. <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 M OR TYPE S lAW SBC TABLE 1402.86 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. REINFORONG STEEL: GRADE 40 MIN. AND IDENTlAED 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 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 WNF AT MID-DEPTH OF SLAB. <br /> <br />4,7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />4.8 LAP SPLICE 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 />C0 Vl <br /> C <br />CO 0 <br /> 'en <br />0 .:;; <br /> & <br />0 ~ <br /> Q) <br />I (J) > <br />C\I - <br />- <br />0- <br />L() I <br />I ~ <br />I'- Q) <br /> 0- <br />~ > <br /> +-' <br />~ (J) <br />L() Q) <br />'- <br />~ () <br /> <br />.... <br />,:.< <br />~ >- <br />} <br />~ a::: <br />:ll <br />:R <br />;:l 0 <br />~ <br />~ <br />"- I- <br />'" <br />$ <br />~ Z <br />.-' UJ <br />::;;j <br />:: <br />j > <br />.-' <br />-&, <br />~ <br />.-' Z <br />J <br />.-' <br />~ - <br />~ <br />~ <br />.-' <br />::i <br /> <br />o <br />o <br />\.0 <br />Q) <br />~o <br />::3~ <br />ZVl~~ <br />o . ~ ~ <br />.....-0' <br />Vl>O"'IN <br />.....-01.{) <br />>CO\.O' <br />.....Q)(Y)O"'I <br />OL.(Y)\.O <br />~ <br /><(0-, <br />a....cu...("f) <br />~j1ro,-i <br />~ U) c.CO <br />~Q)E~ <br />$ ro <br />or- <br />z <br />o <br />o <br />\.0 <br /> <br /> >-1- <br /> ~z <br /> z~ <br />Lf) w......zz <br /> uooo <br />0 wu..... <br />0 - ~~z~ <br />N - o8~o <br />~ z ~ <( <br /> a..~o. <br />L0- w :[ <br />I-~ <( <br />Q) ww\- <br />E :r: co ~ UJ <br />> 2 ~61-:[ <br />0 t-t ::)0 <br />0::: Z 0 I <br />-a Vl >-?i~V) <br />C a.. ;:E: ::) <br /> Oz~~ <br /><( u:)w~ <br /> a..zll.. <br /> (/)z <br /> ......<:( <br /> I;:E: <br /> I- <br /> <br />51 <br /> <br />& <br />8 <br />w <br />;:E: <br />o <br />I <br />(/) <br />::) <br />U') <br />o <br />o <br />N <br />@ <br />