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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07R11' <br />4'-0" <br />DELAY POURSTRIP PER 8 <br />R1.S5.61 <br />40 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />5 <br />" <br />5" <br />6" <br />1 <br />. <br />7 <br />5 <br />" <br />7 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />5 <br />" <br />5 <br />" <br />6 <br />" <br />1 <br />" <br />7 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />6 <br />" <br />5 <br />" <br />7 <br />" <br />4" <br />4 <br />" <br />4 <br />" <br />3 <br />. <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />6 <br />" <br />5" <br />7" <br />4" <br />4 <br />" <br />4 <br />" <br />75 <br />0 <br /> <br />K <br />3. <br />5 <br />" <br />6 <br />" <br />5" <br />6. <br />5 <br />" <br />1. <br />5 <br />" <br />6. <br />5 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />75 <br />0 <br /> <br />K <br />3. <br />5 <br />" <br />6 <br />" <br />5 <br />" <br />6 <br />. <br />5 <br />" <br />1 <br />. <br />5 <br />" <br />6 <br />. <br />5 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />6 <br />" <br />5 <br />" <br />6 <br />" <br />1 <br />" <br />7 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />6 <br />" <br />5 <br />" <br />48 <br />2 <br /> <br />K <br />3. <br />5 <br />" <br />5 <br />" <br />5 <br />" <br />7 <br />" <br />1 <br />" <br />7 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />42 <br />8 <br /> <br />K <br />3. <br />5 <br />" <br />5 <br />" <br />5 <br />" <br />6 <br />. <br />5 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />7 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <br />4"4" <br />3. <br />5 <br />" <br />6 <br />" <br />5" <br />6" <br />1" <br />4" <br />4 <br />" <br />4 <br />" <br />3 <br />. <br />5 <br />" <br />3. <br />5 <br />" <br />5 <br />" <br />7 <br />" <br />1 <br />" <br />4" <br />4" <br />3. <br />5 <br />" <br />4"4" <br />24.1 K/FT <br />30.8 K/FT <br />3.5"5" 5"5.5" 3.5"1.75" 1.75" 1.75" 6" <br />3.5"5" 5"6.5" 6.5" 6.5"4"1.75" 1.75" 1.75" 7" <br />24.1 K/FT <br />1.75"6"3.5" 5.5"4" <br />5.5" <br />1.75" <br />5.5" <br />3.5"5"5.5"3.5" <br />24.1 K/FT <br />5"3.5" <br />5"6.5"1"1"5"4" 6.5"5.5"1.75"7" 4" 5" 3.5" <br />33.5 K/FT <br />4"7"4" 1"28.1 K/FT 6.5" 4"1.75"5"3.5"5" <br />24.1 K/FT <br />3.5" 5" 5"6"1.75" 3.5"24.1 K/FT3.5"6"1.75"3.5"24.1 K/FT <br />3.5"6"1.75"5.5"3.5" <br />4" 7"1.75" 6"4"4" <br />28.1 K/FT <br />4" 1.75"5"3.5"5"6.5" <br />24.1 K/FT5" 5"5.5"1.75"3.5" <br />24.1 K/FT <br />3.5" <br />3. <br />5 <br />" <br />26 <br />8 <br /> <br />K <br />26 <br />8 <br /> <br />K <br />18 <br />7 <br /> <br />K <br />26 <br />8 <br /> <br />K <br />30.5 K/FT <br />24.1 K/FT <br />3.5"5"6.5" 6.5" 6.5"4"1" 1" 1" 7" <br />5"6.5"1.75"1.75"5"4" 6.5"5.5"1.75"7" 4" 5" 3.5"30.8 K/FT <br />1"1" <br />29.5 K/FT 7" 4"1.75"5"3.5"5" <br />33.5 K/FT <br />4" 1.75"5"3.5"5"7" <br />5.5" 5.5" <br />15 <br />' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />0 <br />" <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 />SCALE: 1/8" = 1'-0"1 LEVEL 08-14 POST TENSIONING PLAN <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 3:25:52 PM <br />R1.S1.08.PT <br />LEVEL 08-14 POST TENSIONING PLAN <br />S21043.00 <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25