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FOOTING <br />CL COL. V� <br />COLUMN <br />5TD. HOOK q0° <br />V4 <br />MARK <br />SIZE <br />REINFORCING <br />(BOTTOM, U.O.N.) <br />DETAIL <br />LINE <br />(b) 5j IIf:P THREADED <br />� <br />F4.5 <br />11 <br />41®6�1 x 41®bli x I1®6 <br />(6) 5 E.W. <br />12/53.3 <br />SODS (COUNTERSINK <br />VY W PLUG EA. 510E) <br />V ALL BEYOND <br />PER PLAN <br />COLUMN PER PLAN <br />FS.O <br />II I 11 I II <br />aO x 5 �� x 2 �� <br />(q) #5 E.N. <br />1/53.2 <br />F6.O <br />61-o11 x 6 -o" x I'-10" <br />(7) #b E.W. <br />1/53.2 <br />i <br />1'911 2411 <br />KERF y�11 AT COL. <br />- ... <br />- <br />G <br />F6.Ox 0 <br />66'�®II x 11-011 x 21-011 <br />(1) #6 LONG. + (1) #6 TRANS. <br />a/53.5 <br />TYP. <br />TYP. <br />I <br />BASE tE 1142 x COL. <br />� <br />� <br />� <br />5LAB®ON-6RADE <br />- <br />F6.Oxfl.® <br />6m0" x II1-®11 x 21®®" <br />(I2) #6 LONG. + (15) #6 TRANS. <br />I/53,2 <br />NIDTH x COL. <br />g�{qy <br />LENGTH vil (6) �jRi'"0 <br />Fi.® <br />�j <br />IIm�ll x 1I�j111 x 21-211 <br />�O <br />1 <br />(q) 6 E.N, <br />a/53.5 <br />FIN15H GRADE I <br />PEI"`0 S1-T. <br />� <br />®a <br />REINF, PER PLAN <br />� <br />cn <br />W.H.S. ® +�° 0.6. IN <br />F x15, <br />i� II 1 II <br />O x 15 -6 x 2'-0" <br />(10) #1 LONG. + (0) #1 TRANS. <br />a/53.5 <br />' <br />_I <br />- ®-�- - <br />SHORT DIRECTION <br />CENTERED ON G®L, <br />Fix16.5 <br />-Olt x I61®6" x 21®611 <br />I <br />(I4) #1 LONG. + (Ia) #1 TRANS. <br />1/53.2 <br />F .S <br />it®bil x 1'®b11 x 21-411 <br />(11) #6 E.W. <br />1/55.2 <br />Lu <br />a <br />#b DOWELS T® MATCH <br />LLJ® <br />II I .I <br />F�.O <br />aI®III x a1®G11 x 2'®�" <br />(12) #6 E.N. <br />a/53.5 <br />F- <br />Q <br />Q <br />COL. VERT. BARS <br />VERT. COLUMN <br />81®611 x 6-6" x 31®®II <br />(I0) 1 E.N. <br />4/53.5 <br />UA <br />� <br />2 <br />U- <br />3 HOOPS 4 <br />REINFORCING PER <br />FgxlS <br />gl_bII x 151-011 x 41n611 <br />(15) `� E.W. BOT. + (15) #1 E.W. TOP <br />6/53.5 <br />® ° <br />I - I <br />� <br />° <br />CROSS®TIES @ <br />s 6 ®.G. IN FTC. <br />_ <br />COLUMN 56HEDULE <br />F13.O <br />I II I 11 I II <br />13 -O x 13 m® x 4 ®6 <br />(14) #i E.W. T <br />6/53.5 <br />REINF. PER FTC. <br />F14,® <br />141-ol' x 14'-0" x 4'-b" <br />(15) #1 E.W. T 6 <br />b/53.5 <br />FTC. AT SLAB EDGE <br />SCHEDULE <br />F15.O <br />151-011 x 15-0" x 4'- <br />(16) #1 E.W. T45 <br />6/53.5 <br />FTG. AT <br />REINF. PER <br />NIDTH PER SCHEDULE <br />HOTES <br />SLAB EDGE <br />PER PLAN $ <br />FOOTING SCHED. <br />1. ALLONABLE 501L BEARING PRE55URE 15 D,OOO P5F. <br />FTG. SCHEDULE <br />2. REFERENCE DETAIL, UNLESS OTHERNI5E NOTED ON PLAN. <br />1 <br />TYPICAL FOOTING T - 0 ��Vi{ 4 /�Ilm'I�®II <br />ISMAD <br />FOOTING <br />SCALE: 5/4"gl'-011 <br />§I <br />- � �® TI <br />5��` JJ��� �( <br />.✓4dP'ido�: �/`fi llQli�®11 <br />m <br />a e <br />a a u <br />5PLICE AND <br />CONC. NALL <br />DEVELOPMENT LENC7TH 50HEOULE(1) <br />#4 x Z-0" <br />PER PLAN <br />(FOR GRADE 60, UN60ATTED BARS, NORMAL WEIGHT CONCRETE) <br />AT MID -DEPTH OF <br />SLAB-ON®GRADE, <br />C®HST,/CONTROL <br />(4) SIDES®INTS <br />PER 2153.0 <br />MINIMUM STRAIGHT DEVELOPMENT LENGTH FOR EARS IN TENSION (L= d) <br />%" MASTIC JOINT <br />v <br />� <br />3000 P51 <br />f'c a 4000 P51 <br />BAR 51ZE TOP BARS OTHER 3AR5 <br />BAR 51ZE TOP BAR5 OTHER DAR5 <br />5LAB-ON-(?RADE <br />4 REINF. <br />AROUND COLUMN, TYP. <br />CONT. VERT. REINF. <br />� <br />#3 21" 16" <br />#3 I5" 14" <br />PER PLAN <br />HOOK COL. <br />#4 ��II ��II <br />��yy <br />#4 G-=511 III <br />#3 CRO55 TIES <br />FOUNDATION DONEL5gO® <br />5 36 ° 21" <br />#5 51 " 24" <br />SPACED PER b/53.2 <br />� <br />#6 43" 33" <br />#6 5111 28" <br />� <br />ALT. qO® $ 135" <br />#1 62" 48" <br />#1 54" 42 11 <br />1® SENDS <br />GLR. <br />TYP. <br />"TOP ®BAR5" ARE HORIZONTAL BAR5 w/ MORE THAN 12" DEPTH OF CONCRETE <br />K <br />#3 HOOPS SPACED <br />COLUMN SC+EDULE <br />6A5T BELON THEM, IF CLEAR CONCRETE COVER 15 NOT GREATER THAN THE <br />C®L. PER PLAN <br />PER b/53.2 <br />DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS NOT® BEATER <br />��' <br />VERT <br />HOOPS CRO55TIE5 <br />THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREA5ED BY 50/.` <br />SASE PER 12/55.11 <br />MARK <br />SIZE <br />DETAIL <br />REINF. <br />ZONE A <br />ZONE 6 <br />II MINIMUM CLA55 "B" LAP SPLICE LENGTH FOR BARS IN TEN51ON (Lb) <br />IGb <br />121Ix15" <br />(4) #1 <br />#3 @ a" O.C. <br />#3 @ b" O.G. <br />12/53.5 <br />f'c ® 3000 P51 <br />f'o = 4000 P51 <br />FILL vi/ GONGRETE <br />PER 56HEDULE <br />IGq <br />2411x4011 <br />(15) #1 <br />#3 ® q" O.G. <br />#3 ® 6" O.C. <br />1/53.2 <br />BAR SIZE TOP BAR5 OTHER BAR5 <br />BAR 51ZE TOP 5AR5 OTHER BAR5 <br />AFTER FLOOR 4 ROOF <br />FRAMING 15 COMPLETE <br />#3 26" 2111 <br />#3 241' Off <br />#4 5111 2b" <br />#4 3211 2511 <br />ELAN VIE VI <br />#5 4611 36" <br />#5 4011 3111 <br />MAN VIEVI <br />#6 5611 43" <br />#6 461 3111 <br />#1 51 11 621' <br />I 1011 5411 <br />TYPICAL150LATION JOINT 0 COLUMN <br />SCALE: 5/411=11-011 <br />PLAN COLUMN <br />CALF-: I I/2"211-011 <br />ELEVATION SCALE: �/�II=llo�ll <br />"TOP BAR5" IN BEAMS ARE HORIZONTAL BARS W MORE THAN 12" DEPTH OF CONCRETE <br />PER ELEVATOR MFR. <br />3'®6" <br />G,A5T BELON THEM. IF CLEAR CONCRETE COVER 15 NOT GREATER THAN THE <br />(2) #4 H®RI Z. <br />DIAMETER OF THE BAR OR THE CENTER TO CENTER 5P,AC1 NG 15 NOT GREATER <br />i <br />I <br />THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. <br />1 I <br />SEE SILL DETAIL <br />ISOLATION JOINT <br />I <br />MINIMUM EMBEDMENT LENGTHS <br />SLAB-ON®GRADE <br />PER 6/55.2 <br />° <br />III <br />FOR 5TANDARD END Home, (L=dh) <br />PER PLAN <br />SLAB®®NmGRADE <br />\l <br />MILDLY REINF, C®NC. <br />fc 0 3000 P51 <br />_ <br />4000 PSI <br />f � �BAR <br />(REINF. NOT SHONN) <br />AND REINF. <br />#5 @ 1211 O.C. <br />E <br />SLAB PER PLAN <br />51ZE ALL BAR5 <br />BAR 51ZE ALL BAR5 <br />PER PLAN <br />- <br />VERT., TYP. <br />PER <br />- �- <br />---------------------------- <br />---_... <br />_ _ <br />If <br />III <br />I <br />_ <br /># 6It <br />#4 �'ll <br />#3 6 <br />#4 �11 <br />ARCH. <br />� <br />o�no� a o � <br />2411_ °� °a <br />411 <br />CLR. <br />#5 HORIZ. T$B <br />� <br />#5 IO <br />#5 <br />#4 x �, <br />#5 @ 12" O.C. CONT., <br />AT SLAB EDGE <br />#b 12" <br />#6 IO11 <br />DONEL5 <br />®� <br />x <br />I�"xl�"xl�" SUMP <br />TYP. <br />#1 13" <br />#1 1211 <br />®a o <br />0 <br />161, O.G. <br />-1 <br />(NHERE OCCURS) <br />2" <br />EQ. <br />EQ, <br />NOTE: <br />II <br />°ng <br />#5 ® I6" O.C. E.N., <br />L„ <br />-I <br />�' <br />,� <br />LOCATION PER ARCH. <br />#4 12" O.C. E.W. TOP GLR. <br /># 5 x (_ 12 O.C. <br />IF 51DE COVER IS NOT EQUAL TO OR GREATER THAN 2V2` AND/OR <br />5 <br />Lbx4x �� (LLV) <br />CENTERED <br />'® <br />_ <br />�, <br />#5 x <br />(3) � <br />° <br />ALL AROUND <br />END GOVER FOR HOOKS 15 NOT EQUAL TO OR GREATER THAN 2", <br />(C®NFIR.M w/ <br />I ® <br />`� <br />v D- <br />EA. WAY CENTERED <br />GRADE SEAM PER PLAN <br />1 11 <br />3 ®2 <br />THEN VALUES SHALL BE INCREASED BY 43%. <br />ELEVATOR <br />TYP. <br />611 <br />MINIMUM LAP SPLICE <br />MFR..) w/ <br />- - - <br />° <br />° <br />a <br />MINIMUM STRAIGHT DEVELOPMENT LENGTHS FOR BARS <br />V <br />U <br />5 y <br />� "fix®i®/ ii EMBED <br />A.D. <br />s <br />e <br />a <br />a <br />s <br />TYPICAL REINF, <br />PER PLAN <br />LENGTH FOR BAR5 IN COMPRESSION (Ladd IN COMPRESSION (L&) <br />f'c a 5000 P51 <br />f'(, e 4000 f'r, ® 3000 4 4000 P51 <br />SILL QUAIL <br />n. <br />BAR 51ZE ALL BAR5 <br />BAR 51ZE ALL BARS BAR 51ZE ALL BARS <br />- - - - - <br />_ <br />Ld <br />#5 b11 <br />#3 aI #3 1211 <br />II <br />� <br />1 <br />LL <br />#4 11 <br />#4 q #4 15 <br />CLR. <br />PER PLAN <br />5 14 <br />5 125 Iq" <br />PROVIDE M15G. <br />6 16 11 <br />6 1411 6 2311METALS <br />AS REQUIRED <br />#4 ® 1211 O.C. <br />#5 @ 121, O.C. <br />#1 " #i #1 26" <br />5Y ELEVATOR MFR. <br />E.N. TOP <br />E.N. BOT, <br />TYPICALLICE S MP 56ALE: III®11-011 <br />TYPICAL EMVATOR I <br />56ALE: NON <br />I I <br />I T SLAB ED6E 5CAL6 lll0ll0®11 <br />a- <br />Lu <br />v <br />,' <br />a <br />q CL <br />a) N <br />co Lo <br />Lo 00 <br />0v <br />L <br />>IN <br />w <br />QUANTUM <br />CONS UEYING EN6INEER5 <br />1511 THIRD AVENUE <br />SUITE 323 <br />3EATTLE, OVA 93101 <br />TEL 206.957.3900 <br />FAX 296.957 39®1 <br />www.quantumce.com <br />OCE PRQJ.#:17315.03 DRAWN BY. TA P.M./P.E.: JHR/MDW <br />'o <br />0 <br />0 <br />w <br />w <br />c) (1) <br />u <br />w <br />d <br />C� <br />Ail <br />A <br />mn.1- 11 ,11 m'A <br />