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0D <br />f vQ1 <br />z <br />Slz39 <br />ki— <br />& <br />ig t0 KZ <br />OD <br />ON amW <br />O <br />N <br />L J <br />col _18 <br />- rn A °' o <br />3 1/2" SLAB <br />N c <br />>.e <br />W.W.M. <br />(VERIFY) <br />Z <br />Ld <br />GY_ <br />M _v) ��L goo <br />p �w Z ycz Z <br />t N 3 <br />- <br />SEE FND. PLN 3/4" X 9" RECESS <br />J <br />o_ ' o " y c <br />F.F. <br />_ GRADE <br />iV <br />FINISH FLOOR LEVEL M <br />3 1/2" SLAB <br />F.F. <br />FOR STEP DOWN <br />HGT (TYP 3 1/2") W.W.M. <br />oc <br />o v 8 w <br />a �`Q 8� <br />—I III —III III III _ <br />W.W.M. <br />w z <br />x �� c26- <br />S o <br />�—III—III III —III III N <br />W.W.M.PORCH <br />F.F. <br />Z <br />_ <br />• <br />III —III —I —III —I N <br />—I I I —III i <br />__ <br />o <br />a —' F (1) # 5 REBAR <br />_ <br />I� <br />—III—III—III - <br />16�� 2) #5 <br />N III- <br />�. ..� . (z) # 5 REBAR <br />_ __ <br />III —III <br />'� REBAR <br />16° <br />—III—III—III—III III III I' <br />1 SINGLE STORY FTG <br />to"2SECTION @ GARAGE <br />3 THICKENED EDGE <br />4 STEP DOWN @ ENTRY <br />S-1 BEARING SCALE: N.T.S. <br />S-1 1 STORY SCALE: N.T.S. <br />S-1 SCALE: N.T.S. <br />S-1 SCALE: N.T.S. <br />O <br />Ic <br />ci <br />LO m <br />'4 <br />roCIO <br />O F+- <br />FRONT WALL <br />c� CD <br />OF GARAGE <br />N N <br />PROVIDE 1 1/2" <br />DEEP X 13" WIDE <br />U cn U r� <br />RECESS AT GARAGE <br />PROVIDE 1 1/2" X 5 1/2" RECESS <br />DOOR. <br />4" X 8" X 16" CMU <br />FOR (2) PANEL UNITS <br />W.W.M. 1/2" EXP. JOINT <br />TILE SILL BY <br />TILE CONTRACTOR <br />PROVIDE 1 1/2" X 7 1/2" RECESS <br />� Z <br />o z z O <br />� O f O S r <br />ALIGN DRIVE W/ <br />GAR. <br />(RAISED OR FLUSH) <br />FOR (3) PANEL UNITS <br />AT SGD LOCATION <br />W <br />Lu <br />W <br />W � O a in O m � <br />Z I w o <br />w <br />BOTTOM OF <br />(> <br />Q H <br />Q <br />FIN. FLR. RECESS &PITCH <br />2-#5 REBAR W.M. <br />.� <br />W.W.M. <br />F <br />aao�Zo�wO�doa <br />M o o Y o <br />DRIVE <br />31/2 �� <br />r� F.F. W.W.M. <br />dp Z <br />Q~wo�L�R�w��a <br />O'0"FIN. FLR. <br />Qa>as ¢xOZ <br />o ��cr <br />III III III <br />— - <br />31/2„ <br />o ., LL o <br />-III ' • :=1 1—=----- <br />III- 3 1/2" CONC. DRIVE- <br />W/EXP JOINTSI_I <br />— <br />— <br />III—III=I I- <br />'\10' O.C. TYP. <br />0 <br />4" 16" 16" <br />�: f —III-III- <br />O <br />16" <br />2 # 5 REBAR <br />'(2) #5 REBAR <br />9 SECTION @ GARAGE DOOR <br />11 STEP DOWN BRG. <br />13 SECTION @ SHOWER <br />15 S.G.D. SILL DETAIL <br />O <br />S-1 SCALE: N.T.S. <br />S-1 SCALE: N.T.S. <br />S-1 SCALE: N.T.S. <br />S-1 BEARING SCALE: N.T.S. <br />Z (A rl <br />1 STORY <br />0 ,-� <br />N <br />~ m O Ln <br />~ N M �O <br />0 <br />i fM <br />a0 <br />M <br />Q00 <br />Q <br />r-1 <br />FOUNDATION NOTES <br />GENERAL MASONRY NOTES: <br />E <br />3) SOIL: <br />1. MASONRY UNITS: 1AW ASTM C90 <br />z <br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR ) <br />2. MORTAR: TYPE M OR TYPE S lAW SBC TABLE 1402.SB IS <br />4) CONCRETE: <br />REQUIRED TO BE TYPE M OR TYPE S <br />O <br />CD <br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />two2500 <br />PSI (NORMAL WEIGHT). <br />3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP <br />4.2 REINFORCING BARS: ASTM A615 (GRADE 40). <br />3000 PSI OR ASTM C476 <br />4.3 WELDED WIRE FABRIC (WWF): ASTM A185. <br />4. CONCRETE: 2500 PSI MIN. COMP. STRENGTH AT 28 DAYS FOR <br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />FOOTINGS: 2500 PSI FOR SLABS ON GRADE <br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" <br />5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN <br />BOTTOM AND SIDES. <br />ACCORDANCE WITH ASTM A615, A616,A70 <br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK <br />AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED <br />WITH 6X6 - W1.4 X W1.4 WWF AT MID -DEPTH OF SLAB. <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 />O_ <br />104.2.6 ; 104.2.7 ; 1403.1.6, 1503.4.4 ; 1816 ; 1916.7.5 ; 2303.1.4 & 2304 <br />N <br />ODC <br />O <br />L <br />1 (j) <br />N - <br />LO i <br />z <br />� <br />1 <br />aW <br />� <br />O <br />UWoo <br />coo <br />•_ <br />> <br />O <br />F <br />LU <br />_ <br />N <br />zLU <br />aa <br />L <br />LLI < <br />U <br />E <br />=m=Lu <br />Hw <br />r <br />0 4-1 <br />Zoo <br />-0 Lr) <br />>_Q�Ln <br />Q <br />o��o <br />W <br />aW <br />Z <br />Q <br />OZ <br />�¢ <br />Z <br />OO <br />�g <br />U <br />SHEET NO. <br />0 <br />g <br />zM <br />W <br />w <br />x <br />uisi <br />V , <br />D <br />D <br />0 <br />LAST <br />O <br />21, 05DATE <br />z 0r. <br />j <br />— - — <br />