Laserfiche WebLink
4" MAX TOP FLOOR <br />X <br />ME 90° HOOK <br />Q AT TOP <br />2 J <br />S8 0 <br />X <br />Q <br />DOWELS TO MATCH VERT <br />N REINF W/ MIN EMBED <br />INTO FTC AND LAP PER SCHEDULE <br />SCALE 3/4" = 1'-0" <br />COL <br />CONCRETE SECTION <br />SCALE 3/4" = 1'-0" <br />EQ EQ <br />STUDRAILS <br />PER SCHEDULE <br />J <br />--- -- c <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />TYP. STUDRAIL PLAN VIEW <br />SCALE 1/2" = 1'-0" <br />4 TIES <br />AND CROSSTIES <br />AT 6" O.C. <br />d <br />1%" CLR •. °'a. <br />N <br />a <br />4 <br />i <br />(6)#7V Y4 CHAMFER <br />TYP <br />Cn <br />CONTINUOUS SLAB <br />C_ <br />o m w <br />J <br />WHERE OCURS <br />r ; Q SLAB DOWEL <br />TYP SLAB <br />CENTER TOP BAR <br />z o `L PER PLAN <br />REINF PER PLAN <br />w <br />OVER WALL ADD'L <br />REINF. <br />w <br />PER 1/S10 <br />::�j CL <br />F�_ <br />U <br />° <br />° <br />O <br />U <br />° <br />� <br />%" CHAMFER <br />a <br />TOP DOWEL W/ HOOK <br />m <br />op <br />SLAB EDGE <br />Q <br />INTO SLAB PER ELEV. <br />AT EXPOSED <br />-_ <br />o ONLY ONE HOOK REQ'D <br />COND. <br />a <br />°. <br />- <br />CL AT TWO CURTAIN WALL <br />co° <br />w <br />m <br />_ �r <br />CDLL <br />' <br />1 <br />1Y CLR <br />, <br />'° d °i <br />�» CLR <br />L _ o <br />w <br />w <br />FROM WALL FACES <br />FROM INTERIOR <br />Z <br />EXPOSED TO <br />dl <br />WALL FACES <br />w <br />WEATHER OR SOIL <br />O <br />U <br />WALL REINF <br />^� <br />VERT. REINF CENTERED <br />Z) <br />PER ELEV. <br />FROM INTERIOR <br />O <br />WALL FACES <br />u_ <br />16 TYPICAL <br />REINF CLEARANCE <br />DETAIL <br />Cl <br />WALL REINF a <br />PER ELEV. "• <br />. .a <br />#4 TIES <br />AND CROSSTIES <br />AT 12" O.C. <br />1%" CLR P. <br />N <br />4 <br />. . <br />4 <br />(6)#7V ° %" CHAMFER <br />TYP <br />Ll <br />d. <br />Cl AT PILASTER <br />COLUMN SECTIONS <br />TOP OF COLUMN <br />COL <br />5'-0" <br />DROP CAP DETAIL <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />TYPICAL COLUMN STUDRAIL SCHEDULE <br />N0. <br />STUD <br />STUD <br />NO. RAILS <br />MARK <br />p�A <br />STUD LENGTH <br />S/RA <br />SPACING <br />PER SIDE <br />DETAIL <br />(D) <br />(SHORT, LONG) <br />IL <br />SR1 <br />%" <br />16%4"* & 10%" <br />6 <br />4%" <br />2 , 3 <br />14/S8 <br />SR2 <br />%" <br />16%"* OR 10%" <br />2 <br />8" <br />2 , 3 <br />13/SB <br />SR3 <br />%" <br />16%4"* & 10%" <br />6 <br />2%" <br />2 , 3 <br />14/S8 <br />SR4 <br />5/" <br />16%4"* & 1012" <br />12 <br />43/" <br />2 , 3 <br />14/SB <br />* TALLER STUD RAIL OCCURS IN DROP CAP ONLY <br />STUDRAIL SCHEDULE <br />S8 SCALE 3/4" = 1'-0" <br />COSTRUCTION WALL REINF <br />CONTINUOUS JOINT PER ELEVATION <br />CHAMFERED STOP AT <br />2x6 KEY CONSTRUCTION <br />JOINT <br />/ <br />° d. <br />4 dd <br />° d .. <br />CONSTRUCTION JOINT <br />1y2„ <br />CONTROL JOINT <br />CONCRETE SECTION <br />CONT WALL REINF <br />PER ELEVATION <br />n K101 r ininir <br />1" DEEP SAW JOINT <br />ALONG COLUMN LINES <br />AND AROUND COLUMNS <br />CONCRETE SECTION <br />WALL REINF. <br />PER ELEV. <br />VERT. BAR <br />AT CENTER <br />M ° <br />TYP. B" WALL TWO CURTAIN B" WALL <br />T'"'O CURTAIN <br />LL REINF. <br />R ELEV. <br />�01111R:491►12 <br />PER ELEV. <br />VERT. BAR <br />EA FACE <br />d ° <br />a <br />O d <br />d <br />TYP. 10" WALL <br />ALTERNATE WALL REINF. <br />PER ELEV. <br />STAGGER <br />HORZ. <br />BARS TWO CURTAIN <br />HOOK DIR. <br />VERT. BAR <br />AT CENTER <br />TO AVOID HOOK CONFLICT <br />WALL REINF. <br />PER ELEV. <br />» <br />z <br />3 <br />Q <br />° <br />t. <br />Ch� <br />UCD <br />.d <br />� <br />• <br />00 <br />END REINF PER ELEV <br />END REINF PER ELEV <br />END REINF PER ELEV <br />(2)#5V MIN <br />(2)#5V MIN <br />(2)#5V MIN <br />AT WALL END <br />AT <br />WALL END <br />AT WALL END <br />WALL REINFORCEMENT DETAIL <br />3.16x DIAM. MIN <br />%13"\ I MC'AL 5 I UUKAIL UL I AIL <br />(4)#5V CO WALL <br />AT INTERSECTION / REINF <br />a' <br />a <br />d • <br />90° OR 180° HOOK <br />ALTERNATE DIR <br />(4)#5V <br />AT INTFRSFCTION---\ <br />AT INTERSECTION <br />SCALE 3/4" = 1'-0" <br />1—(4)#5 V <br />AT CORNER <br />COLUMN/EDGE OF SLAB <br />#3 CROSSTIE EVERY <br />VERT BAR, MATCH TIE SPACING <br />VERT REINF PER ELEV <br />ALTERNATE DIRECTION <br />9706 4th Avenue NE <br />LOCATE HALF BARS <br />EA FACE <br />" <br />#3 TIES AT 3" O.C., U.N.O. <br />Suite 300 <br />Seattle, WA98115 <br />M <br />. ' . <br />d <br />P: 206.523.0024 <br />°Q <br />..' .. .. <br />F: 206.523.1012 <br />° <br />www.dogengr.com <br />3" <br />EQ SPACED <br />3" <br />END WIDTH PER ELEV <br />WALL REINF PER ELEV <br />PROVIDE 6" HOOK AT WALL END <br />WALL SECTION <br />EXTEND A MIN. 10" INTO TIES <br />BOUNDARY ZONE DETAIL <br />SCALE 3/4" = 1'-0" S8 SCALE 3/4" = 1'-0" <br />WALL REINF. <br />#3 TIES AT 12" O.C. PER ELEV. <br />180' HOOK VERT. BAR <br />AT WALL END AT CENT R <br />.d - ° <br />• ° ;A <br />1Y2" CLR <br />REINF PER ELEV.----�" <br />(4)#5V U.N.O. <br />TYP. B" WALL — PILASTER WALL END <br />SCALE 3/4" = 1'-0" <br />SPACING <br />NELSON PSR STUDS, PER <br />DECON STUDRAILS SCHEDULE 1ST SHORTER STUD AT <br />OR APPROVED ALTERNATE (D) FACE OF SLAB STEP <br />W/ DIAMETER PER SCHEDULE <br />7 <br />BALANCE STUDRAILS <br />Q ^ PER 13/S8 <br />MATCH STUDLLJ <br />SPACING (D) oCL <br />EA END <br />14 ALTERNATE STUDRAIL DETAIL <br />S8 SCALE 3/4" = 1'-0" <br />ORNER BAR PER <br />0/S8 <br />#5V AT 12" O.C. <br />IN WING WALL, U.N.O. <br />C <br />C <br />C <br />AT CORNER <br />4- <br />A' a . <br />CORNER BAR PER EDGE OF OPENING <br />20/S8 OR END OF WALL <br />180' HOOK PER ELEV <br />CONCRETE SECTION <br />AT CORNER COND <br />COLUMN <br />-(2)#5V <br />AT CORNER <br />U.N.O. IN ELEV TYP WALL REINF <br />LAP PER S1 PER ELEV <br />REINF PER ELEV <br />° a. ad .° <br />d .a <br />CORNER BAR <br />a FOR EACH HORIZ BAR <br />° CONTINUE TO EDGE OF OPENING <br />W/ 180° HOOK <br />�—(2)#5V <br />AT END/EDGE OF OPENING <br />U.N.O. IN ELEV <br />CONCRETE SECTION <br />#3 TIES AT 12" O.C. <br />AP PER S1 <br />ADD'L #5V BAR <br />FOR HOOK z1 <br />° dd 00 <br />77 <br />1Y2 " CLR <br />de <br />REINF PER ELEV.—� HORZ. DOWEL <br />1'-0" SQ. TO MATCH WALL REINF <br />(4)#5V U.N.O. W/ 180° HOOK <br />TWO CURTAIN 8" WALL — PILASTER WALL END <br />PILASTER DETAIL <br />CHAMFER <br />JOINTS <br />d <br />CONSTRUCTION JOINT <br />IS ACCEPTABLE <br />W/ %" EXP. FILLER <br />CONCRETE SECTION <br />SCALE 3/4" = 1'-0" <br />URAL WALL <br />SCALE 1/2" = 1'-0" <br />B" WALL CORNER <br />TYPICAL CORNER REINFORCING <br />�V1 C SC� <br />OF WAS&��Y <br />�P �y� <br />,P 37334 t� <br />�0cTURAL <br />S/ <br />STAMP <br />Z <br />O <br />1L <br />• a � <br />LU <br />rn <br />E <br />Z <br />o <br />mrn <br />a <br />o <br />� <br />o <br />u�di <br />w <br />w <br />Q <br />O <br />F <br />0 <br />O <br />U) <br />z <br />0 <br />CL <br />w <br />d <br />c <br />0 <br />d <br />ww <br />.� <br />2 <br />w <br />w <br />� <br />M <br />z <br />o <br />W <br />w <br />O <br />w <br />*+ <br />0 <br />w <br />0 <br />= <br />Z <br />w <br />A+ <br />Z <br />W <br />o <br />Z <br />a w <br />E< <br />r <br />m <br />j_ <br />MEcj <br />EZ <br />Cg - <br />�z <br />`� <br />Q <br />o <br />C) <br />9 <br />y <br />�� <br />m <br />�co <br />L.D, <br />a <br />O <br />o Z <br />0 <br />a <br />W <br />N <br />w® <br />Q <br />co W <br />O. <br />Z 'Ita <br />a <br />w <br />0 <br />6 <br />�w <br />0 <br />. J J O <br />w <br />W : <br />a ¢ <br />�W <br />Q <br />WUZ = <br />W <br />Z o m <br />N� <br />LL <br />cn <br />O U00 a) <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />CONCRETE <br />DETAILS <br />w S8 SCALE 3/4" = 1'-0" <br />J_ <br />LL <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />