Laserfiche WebLink
DN <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 />R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07R11' <br />4'-0" <br />DELAY POURSTRIP PER <br />37 <br />5 <br /> <br />K <br />48 <br />2 <br /> <br />K <br />48 <br />2 <br /> <br />K <br />48 <br />2 <br /> <br />K <br />75 <br />0 <br /> <br />K <br />75 <br />0 <br /> <br />K <br />48 <br />2 <br /> <br />K <br />48 <br />2 <br /> <br />K <br />48 <br />2 <br /> <br />K <br />88 <br />4 <br /> <br />K <br />34 <br />8 <br /> <br />K <br />24.1 K/FT <br />30.8 K/FT <br />5" 5"5.5" 5.5" 5.5"1" 6" <br />5" 5"6.5" 6.5" 6.5"4"7" <br />24.1 K/FT <br />4"5.5"5.5" <br />6"10.5"1"1"5"4" 11"5.5"1"7" 4" 6" <br />33.5 K/FT <br />4"7"4" 1"28.1 K/FT 6.5" 4"5" 5" <br />24.1 K/FT <br />24.1 K/FT 24.1 K/FT5.5"4" <br />7"6"4"4" <br />36.2 K/FT6"6"11" <br />29.5 K/FT <br />30.5 K/FT <br />8 <br />R1.S5.61 <br />5"5"6"5" <br />1.75"1.75"4" 5.5"1.75"7" 4" 6"30.8 K/FT <br />24.1 K/FT <br />3.5"5"6.5" 6.5" 6.5"4"1" 1" 1" 7" <br />5" 5"5.5" 5.5" 3.5"1.75" 1.75" <br />5" 5"6.5" 6.5" 6.5"4" <br />1.75" <br />1.75" 1.75" 7" <br />1.75"6" <br />3.5" <br />5.5" 5.5"1.75"5.5"3.5" <br />1"1"4" 5.5"7" 4" <br />4"7"4"6.5" 4"1.75"5" 5" <br />6"1.75"5.5"4"3.5" <br />4"4"1.75" <br />3.5"5"6.5" 6.5" 6.5"4"1" 1" 1" 7" <br />10.5"1.75"5"4" 11"5.5"1.75"7" 4" 6" <br />7" 4"1.75"5"3.5"5" <br />3.5" <br />3.5" <br />3. <br />5 <br />" <br />5 <br />" <br />5" <br />7" <br />1 <br />. <br />7 <br />5 <br />" <br />7" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />3 <br />. <br />5 <br />" <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 />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 />3. <br />5 <br />" <br />6 <br />" <br />5" <br />7" <br />4" <br />4 <br />" <br />4 <br />" <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 />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 />7 <br />5 <br />" <br />6" <br />3 <br />. <br />5 <br />" <br />3. <br />5 <br />" <br />5 <br />. <br />5 <br />" <br />5 <br />" <br />7 <br />" <br />1 <br />" <br />7 <br />" <br />1. <br />7 <br />5 <br />" <br />6" <br />3 <br />. <br />5 <br />" <br />3. <br />5 <br />" <br />3. <br />5 <br />" <br />9 <br />" <br />5 <br />" <br />6" <br />1 <br />1 <br />" <br />1 <br />" <br />1 <br />1 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />6" <br />1 <br />1 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />1 <br />1 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />6 <br />" <br />4"4" <br />3. <br />5 <br />" <br />6 <br />" <br />5 <br />" <br />7 <br />" <br />1" <br />4" <br />4 <br />" <br />4 <br />" <br />3 <br />. <br />5 <br />" <br />3. <br />5 <br />" <br />1 <br />0 <br />" <br />1 <br />" <br />6" <br />4" <br />4" <br />4"6" <br />3.5" 5" 5"6"1.75" 3.5" <br />3.5"6"1.75"3.5"3.5" <br />4" 1.75" <br />1. <br />7 <br />5 <br />" <br />6" <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 />32 <br />1 <br /> <br />K <br />1"1" <br />1.75"6" <br />6" <br />6"6" <br />3.5" <br />32.2 K/FT 15 <br />' <br />- <br />0 <br />" <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 3:26:15 PM <br />R1.S1.15.PT <br />LEVEL 15 POST TENSIONING PLAN <br />S21043.00 <br />SCALE: 1/8" = 1'-0"1 LEVEL 15 POST TENSIONING PLAN <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25