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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07R11' <br />DELAY POURSTRIP <br />PER <br />16 <br />1 <br /> <br />K <br />53 <br />6 <br /> <br />K <br />53 <br />6 <br /> <br />K <br />53 <br />6 <br /> <br />K <br />80 <br />3 <br /> <br />K <br />42 <br />8 <br /> <br />K <br />58 <br />9 <br /> <br />K <br />26.8 K/FT26.8 K/FT <br />26.8 K/FT <br />80 <br />3 <br /> <br />K <br />42 <br />8 <br /> <br />K <br />26.8 K/FT <br />5" <br />9 <br />" <br />2" <br />9" <br />1. <br />7 <br />5 <br />" <br />5" <br />5" <br />9" <br />1" <br />9" <br />1. <br />7 <br />5 <br />" <br />5" <br />5" <br />9 <br />" <br />1" <br />5" <br />5 <br />" <br />5" <br />5" <br />9 <br />" <br />1 <br />" <br />5" <br />5" <br />5" <br />8 <br />. <br />5 <br />" <br />1 <br />. <br />7 <br />5 <br />" <br />8 <br />. <br />5 <br />" <br />5" <br />8 <br />. <br />5 <br />" <br />1. <br />7 <br />5 <br />" <br />8. <br />5 <br />" <br />5" <br />9" <br />2" <br />9" <br />1" <br />5" <br />5"5" <br />5" <br />9 <br />" <br />1 <br />" <br />5" <br />5" <br />8. <br />5 <br />" <br />1. <br />7 <br />5 <br />" <br />5" <br />5" <br />5" <br />5" <br />3" <br />1. <br />7 <br />5 <br />" <br />5" <br />5" <br />5"9"5" 1.75"8" 5"1.75"5" <br />26.8 K/FT 5" 8"8.5"8.5"5"1.75"1.75" 1.75" 9" 2"7"5" 9"8"3"9" <br />5" 9" 8" 5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />5" <br />1. <br />7 <br />5 <br />" <br />1. <br />7 <br />5 <br />" <br />5" <br />5" <br />8 <br />R1.S5.61 <br />37 <br />5 <br />K <br />37 <br />5 <br />K <br />21 <br />4 <br />K <br />16 <br />1 <br />K <br />5"5" <br />5"5"5"5"5"5"5" <br />C C <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 ROOF 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 3:26:38 PM <br />R1.S1.16.PT <br />LEVEL ROOF POST TENSIONING <br />PLAN <br />S21043.00 <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