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• <br />NORTH <br />FOUNDATION PLAN D 2-0 4-0 6-0 <br />4 SCALE 1/2 = I -0 1/2-1 -0 <br />STRUCTURAL NOTES <br />GENER <br />G1 DESkCN BASED UPON THE REQUIREMENT OF THE 1997 UNIFORM BUILDING CODE <br />G2 DESIGN BASED UPON ASSUMED SOIL BEARING VALUE OF 1500 P S 1 <br />G3 FOOTINGS TO BEAR ON FIRM COMPACTED SUBGRADE <br />CONCRETE AND REINFORCING STEEL <br />C1 ALL CONCRETE WORK SHALL DEVELOP AN ULTIMATE COMPRESSIVE STRENGTH (fc) <br />OF 2500 P SI AT 28 DAYS <br />C2 REINFpE1C14G BARS %4 AND SMALLER SHALL CONFORM TO ASTM A-615 GRADE 40 <br />REINFORCING BARS S AND <br />LARGER SHALL CONFORM TO ASTM A-615 GRADE 60 <br />WELDED WLRE F SHALL CONFORM TO ASTM A-185 <br />C3 REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER UNLESS NOTED <br />OTHERWISE <br />CAST AGUNST AND EXPOSED TO EARTH 3 <br />FORMED SURFACE IN CONTACT WITH EARTH 2 <br />FORMED WALL - EXTERIOR FACE 1 1/2 <br />FORMED WALL - INTERIOR FACE 1 <br />SLABS CENTERLINE <br />8x&24 CRU HALL <br />GROUT ALL CELLS. NO <br />SPECIAL NSPECTON <br />REQUIRED <br />!4 HORQ 0 24 D C <br />!+ WRRT 0 24 OC <br />CENTERED IN CLU <br />'I3 <br />- SEL €$ri <br />('13 48) <br />14 0 12 O C— <br />—— <br />EACH WAY AT <br />CENTERI,x ar 1111 �1 I <br />SLAB - <br />!4 HOPoZ 0 24 DC ^ }� <br />II� c 3 <br />a <br />1I- <br />Ir o ,: 0C <br />N WALL. <br />SUBGRADE 8 PROJECT ALTERNATE 24 <br />WN DOWELS Z -8 WN <br />WALL ALTO CWu WALL <br />!4DOWELS 0 12 O C <br />CENFTRLD N WALL 24 <br />PR=T ALTERNATE b - <br />DOWELS 2 -8 WN n <br />NTD END WALL <br />�I -6 <br />GRATE AND FRAME I <br />a I A <br />848.24 CRU WALL <br />GROUT Ali CELLS ND <br />SPECIAL NSPECTlCN <br />REOUNI <br />14 HORIZ 0 24 OC <br />14 VERT 0 24 OC <br />CENTERED N CELL <br />14 HORR O 24 OC <br />6 CONAL SLAB ./ <br />6.6 1 4-1 4 WWF <br />AENTERUNE OF <br />SLQ <br />a III � � 11 �III[Il n 11=1 <br />II CCWPACTED <br />SUBGRADE <br />IIID 1-8 <br />RN <br />SAI CRU WAIL <br />GROUT ALI CELLS NO <br />SPECIAL WSPECTION <br />REOURED <br />!4 HOW 0 24 O.0 <br />!4 VERI 0 24 OC <br />CENTERED IN CELL <br />o � _ <br />2 !4 CONT Al BOTTOM <br />ALTERNATE HDOX <br />DIRECTIONS <br />COMPACTED I T' I1 -..i 1I—.I 11-� III I IS n l51-1 !+ DOWELS 24 f24 <br />SUBCRADE --111_ 11 Tt� O 12 OC =LJ= <br />w <br />2 WALL SECTION 3 SUMP SECTION 4 WALL SECTION <br />4 SALE. 3/4 ' 1-0 4 SCALE 3/4 - 1 -0 4 1 SCALL 3/4 - 5 <br />I <br />T -o <br />�• r TYPICAL HORIZONTAL <br />6 WIN CONIC SLAB AFINFl1RT`UJG <br />6.6 1 hi 4 WAY AI <br />CENIERLNE OF SLAB <br />SLOPE SLAB <br />T/4 PER FT <br />6 WIN CONC SLAB w/ <br />6 6 14-1 4 WA'r Al <br />CE,nRLINE OF SLAB <br />o Z a <br />I � TYPICAL VERTICAL <br />REINFORCING <br />` <br />1 1 i- J l l=j 1 1 <br />= <br />!4 DOWELS 0 12 0 G <br />CENTERED N WALL <br />'� 1=1 1= <br />PROJECT ALTERNATE J <br />DOWELS 2 -8 WIN <br />INTO CWU WALL 7 <br />g <br />STI <br />AP +F Con <br />� <br />U 96 <br />1 <br />o � _ <br />2 !4 CONT Al BOTTOM <br />ALTERNATE HDOX <br />DIRECTIONS <br />COMPACTED I T' I1 -..i 1I—.I 11-� III I IS n l51-1 !+ DOWELS 24 f24 <br />SUBCRADE --111_ 11 Tt� O 12 OC =LJ= <br />w <br />2 WALL SECTION 3 SUMP SECTION 4 WALL SECTION <br />4 SALE. 3/4 ' 1-0 4 SCALE 3/4 - 1 -0 4 1 SCALL 3/4 - 5 <br />I <br />T -o <br />�• r TYPICAL HORIZONTAL <br />6 WIN CONIC SLAB AFINFl1RT`UJG <br />6.6 1 hi 4 WAY AI <br />CENIERLNE OF SLAB <br />SLOPE SLAB <br />T/4 PER FT <br />6 WIN CONC SLAB w/ <br />6 6 14-1 4 WA'r Al <br />CE,nRLINE OF SLAB <br />o Z a <br />I � TYPICAL VERTICAL <br />REINFORCING <br />` <br />1 1 i- J l l=j 1 1 <br />= <br />11=1 I I- <br />1� <br />'� 1=1 1= <br />4 <br />p GwIELS 012 0 C x� <br />CENTERED IN WALL 2 <br />Q <br />� <br />STI <br />q=Til <br />eJ <br />!+ NOR12 0 12 0 <br />� <br />1 <br />-0ALTERNATE <br />HOOKS <br />T I =111— <br />!4 CONT f; II <br />TOP 3 BOTTOM - <br />IITI COWPACTFC <br />SUBGRADE <br />COMPACTED `I�I— <br />SUBGRADE <br />11 <br />Q 4 a <br />p <br />i <br />F- <br />MIN <br />U <br />w a <br />p <br />rypicA <br />a <br />I �'-` I �� I <br />- <br />TYPICAL <br />VERTICAL <br />1-0 <br />U <br />J <br />U <br />!+ a 12 0 C EACH WRY <br />HOR120NTAL <br />W O O d <br />w <br />WN <br />DRAWN BY DJF <br />B <br />Ar cEH [RL NE of SLAB <br />REINFORCING <br />JOB NO <br />346408 09 <br />10 <br />TYPICAL <br />REINFORCING <br />5 SECTION AT FOUNDATION <br />l •' <br />B SECTION AT FOUNDATION <br />7 <br />BARS AT <br />CORNERS <br />4 SALE. 3/4 . , -O <br />4 SCALE 3/4 1 -0 <br />4 <br />HO SCALE <br />• • • �• _ <br />CQNCRETE AND BEINFORCINO7(CONTINLIM <br />C4 ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED ON THE DRAWINGS <br />IAP REINFORCING STEEL 48 BAR DIAMETERS UNLESS NOTED OTHERWISE <br />LAP WELDED WARE FABRIC ONE FULL MESH INTERVAL + 2 <br />C4 DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE <br />AND SPACNG AS REINFORCING STEEL DIRECTLY BEYOND POUR JOINTS UNLESS <br />NOTED OTHERWISE <br />C5 REINFORGNG BARS SHALL BE TIED AND SUPPORTED TO MITHEIR EDUCT <br />SHAPE AND ALIGNMENT DURING CONCRETE PLACEMENT PLACEMENT AND SUPPORT <br />OF REINFORCING SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE VOR <br />REINFORCED CONCRETE CONSTRUCTION BY wCRSI <br />MASONRy <br />W1 ALL MASONRY BLOCKS SHALL CONFORM TO U BC STANDARD 21-4 MINIMUM <br />COMPRESSIVE STRENGTH OF 1500 PSI <br />M2 GROUT SHALL CONFORM TO UBC STANDARD 21-9 MINIMUM COMPRESSIVE <br />STRENGTH OF 2000 P SI <br />M3 MORTAR SHALL BE TLP£ U OR S CONFORMING TO U B C STANDARD 21-15 <br />M4 GROUT ALL CELLS SOLID <br />M5 SPECIAL INSPECTION NOT REOUIRF0 <br />� <br />r"Ir <br />V) <br />L Na G.7a <br />Exp 1 <br />SHEET <br />4 <br />DF 4 SHEETS <br />n <br />Q <br />� <br />W <br />z <br />� <br />z <br />9 <br />a <br />N <br />F- <br />I� <br />U <br />w a <br />W <br />a <br />zwo <br />2= ' <br />Na <br />C) <br />U <br />J <br />U <br />oLu <br />w <br />W O O d <br />w <br />DRAWN BY DJF <br />REVIEWED BY SP <br />DATE <br />5/2/DD <br />JOB NO <br />346408 09 <br />L Na G.7a <br />Exp 1 <br />SHEET <br />4 <br />DF 4 SHEETS <br />