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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07R11' <br />SEE R1.S1.06.PT <br />SEE R1.S1.06.PT <br />SEE R1.S1.06.PT <br />SEE R1.S1.06.PT <br />56 <br />2 <br /> <br />K <br />42 <br />8 <br /> <br />K <br />69 <br />6 <br /> <br />K <br />37 <br />5 <br /> <br />K <br />28.1 K/FT <br />10 <br />7 <br />0 <br /> <br />K <br />77 <br />6 <br /> <br />K <br />13 <br />4 <br />0 <br /> <br />K <br />11 <br />8 <br />0 <br /> <br />K <br />80 <br />3 <br /> <br />K <br />21 <br />4 <br /> <br />K <br />28.1 K/FT <br />6" <br />4" <br />11 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />1 <br />1 <br />" <br />1. <br />7 <br />5 <br />" <br />11 <br />" <br />1. <br />7 <br />5 <br />" <br />19 <br />" <br />19 <br />" <br />22 <br />" <br />1 <br />5 <br />" <br />2 <br />2 <br />" <br />15 <br />" <br />19 <br />" <br />1" <br />5" <br />5" <br />9" <br />1 <br />" <br />5" <br />5 <br />" <br />19 <br />" <br />6" <br />5" <br />5" <br />9" <br />1 <br />" <br />15 <br />" <br />15 <br />" <br />15 <br />" <br />5"5" <br />15 <br />" <br />42 <br />8 <br />K <br />10 <br />" <br />10 <br />" <br />8" <br />8" <br />10 <br />" <br />8" <br />8" <br />1" <br />11 <br />" <br />6" <br />6" <br />6 <br />" <br />6" <br />11 <br />" <br />6" <br />16 <br />" <br />23 <br />" <br />15 <br />" <br />8" <br />15 <br />" <br />9" <br />8" <br />15 <br />" <br />9" <br />8" <br />15 <br />" <br />9" <br />8" <br />14 <br />" <br />9" <br />1"1"1"4" <br />16 <br />" <br />19" 5"1" <br />19"8.5"5"1.75"1.75" <br />6"13"16" 1.75" <br />12.1 K/FT <br />12.1 K/FT <br />36.2 K/FT <br />6" <br />10.5" 11"2.5"2" <br />60" <br />5"13"8" <br />30.8 K/FT <br />69 <br />6 <br /> <br />K <br />16" <br />6" <br />6" <br />28.1 K/FT <br />6" <br />10" 6"6" <br />1"1.75"1.75" <br />1.75"1.75"1.75"14.5" <br />14.5"13" <br />13" 13.5" <br />13.5" <br />13" <br />60"16" <br />36.2 K/FT 6" 10" 9" 11" 11"2.5"1"9" <br />26 <br />8 <br />K <br />26 <br />8 <br /> <br />K <br />6" <br />1" <br />6" <br />11 <br />" <br />8" <br />9" <br />23 <br />" <br />15" 1.75" 14.5" 1.75" 1.75"13"13.5"60" <br />15" 1" 14.5" 1.75" 1.75"13"13.5"60" <br />CC <br />NOTES: <br />1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF <br />BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING <br />REQUIRMENTS. <br />2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED <br />OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. <br />3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:25:01 PM <br />R1.S1.06A.PT <br />LEVEL 06+ POST TENSIONING PLAN <br />S21043.00 <br />SCALE: 1/8" = 1'-0"1 LEVEL 06+ POST TENSIONING PLAN <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />C 09.27.2024 REISSUE FOR PLAN CHECK <br />1/7/25