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2621 ROCKEFELLER AVE 2019 Plans 2022-12-01
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2621 ROCKEFELLER AVE 2019 Plans 2022-12-01
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Last modified
12/1/2022 9:07:22 AM
Creation date
2/17/2022 2:56:19 PM
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Address Document
Street Name
ROCKEFELLER AVE
Street Number
2621
Permit
B1912-029
Year
2019
Notes
NEW ROCKEFELLER SQUARE MULTI FAMILY (30) UNITS
Address Document Type
Plans
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NOTE: <br />REFER TO TYPICAL TENDON SWEEP <br />DETAIL FOR HAIRPIN REQUIREMENTS, <br />PER DETAIL B FOR ALL OPENINGS <br />GREATER THAN T-O" IN EITHER <br />DIRECTION <br />A. TYPICAL TENDON LAYOUT <br />TYPICALI _NG <br />NOTES: <br />1. INSERTS IN WHICH CLEAR DISTANCE BETWEEN OPENINGS IS LESS THAN THE DIAMETER OF <br />THE LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING. <br />2. IF THE COMBINED OPENING IS LESS THAN 12", NO TRIM BARS ARE REQUIRED. <br />B, IF THE COMBINED OPENING IS MORE THAN 12", BUT LESS THAN 24" PROVIDE (1) #S TOP <br />BOT WITH V-6" EXTENSION PAST THE OPENING. NO DIAGONAL MARS ARE NECESSARY. <br />4. IF COMBINED OPENING IS LARGER THAN 24" IN EITHER DIRECTION REFER TO TYPICAL REINF <br />AT SLAB OPENINGS DETAIL, <br />z � q <br />PENETRATIONS. <br />TYPICAL <br />i, � 4 � t a ae �, Fk �a r 4 f t � 3— SLAB <br />! t t a <br />SCALE: NTS <br />SCALE: NTS <br />EQ <br />LINO, <br />NMI all No111110 <br />LESS STAGGER. <br />SCALE: NTS <br />It -lt ...- <br />B. TYPICAL D REINP LAYOUT @ TWO-WAY SLAB <br />BOT PERPENDICULAR TO <br />CONDUIT DIRECTION <br />OUTSIDE DIA r <br />18" MIN "D" DUST BE LESS � 0- <br />TYP THAN T/4 OR 2" <br />a � <br />G G n 411 <br />z <br />1 <br />4 J G G 4 U <br />417►� <br />4 _ <br />LOCATE CONDUITS <br />a AT SLAB <br />4 CENTERLINE <br />1. OUTSIDE DIA OF CONDUIT SHALL NOT EXCEED 1/4 OF THE Sk` THICKNESS, <br />CONDUIT2. SPACING OF THE B <br />3. CONDUITS GREATER THAN OR EQUALTO VO SHALL BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SLAB. <br />4. CONDUITS SMALLER THAN 1"0 MAY O D AT ANY DEPTH z PROVIDED COVER <br />REQUIREMENTS F <br />INTERRUPTE MET. <br />5. CONDUITS MUST NOT ` , .. O ` REINF. <br />w DROP A" a AREAS SHOULD BE AVOIDED. <br />E <br />L1 <br />CONDUIT <br />GROUPS <br />EMBEDDED <br />i <br />s <br />s 1r" <br />t SLAB <br />SCALE: NTS <br />w <br />I <br />I I <br />I ✓I 1 I <br />I I <br />GIVEN 1 t Dtt <br />DIMENSION STAGGER <br />ADDITIONAL SLAB REINF EQUAL <br />TO 1/2 OF REINF INTERRUPTED <br />BY OPENING @ 3" OC EA SIDE <br />EXTENDED TO SUPPORTS <br />rr��ae+��;%,s►eur� �:r�t�t <br />SCALE: NTS <br />NOTE: - - - <br />PENETRATIONS WITH D <br />OR W GREATER THAN 2411 <br />REQUIRE TRIM BARS <br />1.511) OR 1.5W BUT NOT LESS <br />THAN 1" FROM ANCHOR DO <br />NOT REQUIRE STEEL PIPE INSERT <br />TYPICAL9 <br />SCALE: NTS <br />NOTE: <br />WHERE TENDON SWEEP IS <br />GREATER THAN 1:12, KEEP <br />TENDONS A MIN OF 2" APART. <br />FMTF T Or TPitll` OKI qM/rPP <br />NOTES: <br />1. P/T TENDONS TO FOLLOW SMOOTH <br />PARABOLIC DRAPE, TYP UNO. <br />2, PROFILE OF BEAM TENDONS AT <br />SUPPORT GOVERN. <br />B. REFER TO MILD REINF PLAN FOR SIZE <br />AND SPACING OF REINF. <br />m <br />MILD REINF PER PLAN, / <br />TYP TOP BOT �/ <br />TYPICAL POST -TENSIONED SLAB <br />SCALE: NTS <br />BAND WIDTH + 24" <br />4 xC 5" ®CAT BANDED RUNS <br />12" OC AT DISTRIBUTED RUNS <br />G a <br />a G <br />' <br />co <br />0 <br />® <br />06 <br />o <br />4 <br />a <br />a <br />SUITE 200 <br />EDMONDS, WASHINGTON <br />PHONE (425) 778-8500 <br />WI4/20 <br />sy <br />f. <br />s� <br />� <br />I <br />zl <br />_ <br />i <br />fi <br />DESIGN- <br />I <br />_S TR- <br />6 <br />r' <br />III <br />s <br />i <br />LAJ <br />cn <br />LLJ <br />SHEET: <br />P •_E V E r <br />3a4 N .R c —" 'T <br />kz ra I <br />
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