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T/SLAB <br />PER PLAN <br />ADD'L (4) #8 X <br />12'-0" T&B EW. <br />PROVIDE STD <br />HOOK AT SLAB <br />EDGE. <br />DAVIT SUPPORT BASE BY <br />WINDOW WASHER <br />DESIGNER. LOADING PER <br />WINDOW WASHER MFR (TO <br />BE CONFIRMED) <br />Pu = 1250 <br />Mu = 1250 x 7.0 = 8750 lb-ft <br />(SERVICE LEVEL) <br />1'-4" X 1'-4" X 1" BP <br />GR36 W/ (4) 3/4" Ø <br />HEAVY <br />HEX BOLTS, F1554 <br />GR55 <br />TYP <br />2" <br />12" MIN <br />he <br />f <br /> <br />= <br />6 <br />" <br />Pu <br />Mu <br />SLAB PER PLAN <br />REINF NOT <br />SHOWN FOR <br />CLARITY <br />. <br />NOTE: <br />1. LOADS SHOWN ARE REPRESENTATIVE OF FINAL CONDITION, CONTRACTOR TO <br />SUBMIT LOADS IMPOSED AND LOCATION OF DAVITS AND TIE BACK ANCHORS TO <br />SER FOR REVIEW <br />12X12X7/8" PLATE <br />W/ (4)-3/4" DIA X 8" <br />HEADED STUDS <br />TIE BACK ANCHOR BY <br />OTHERS 4" DIA MIN <br />NOTES: <br />1. SEE ARCHITECTURAL ROOF PLANS FOR LOCATION OF TIEBACK ANCHORS <br />2. CONNECT FOR LOADINGS PER TIEBACK ANCHOR MANUFACTURER <br />3. TIEBACK ANCHORS AND HARDWARE TO BE GALVANIZED <br />4. LOADS SHOWN ARE REPRESENTATIVE OF FINAL CONDITION, CONTRACTOR TO <br />SUBMIT LOADS IMPOSED AND LOCATION OF DAVITS AND TIE BACK ANCHORS TO SER <br />FOR REVIEW <br />WELD OF TIEBACK ANCHOR <br />TO BASE PLATE BY OTHERS <br />CL <br />5000 lb MAX ANY <br />DIRECTION <br />SLAB PER PLAN <br />#5 X 6'-0" ADDL EW T&B <br />CENTERED BELOW PL <br />1' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />TYP <br />1 1/2" <br />RH <br />8" <br />3' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />W12X40 ELEVATOR <br />MACHINE BEAM WHERE <br />OCCURS PER ELEV MFR <br />EMBED AND SHEAR PL PER <br />T/SLAB <br />EL =SEE PLAN <br />SLOPE PER ARCH CORE ROOF <br />SLAB PER PLAN <br />#5@12" OC EQ <br />EQ EQ <br />11 <br />R1.S7.03 <br />12 <br />R1.S7.03 <br />CORE WALL REINF <br />PER SCHEDULE <br />L6X4X1/2 <br />HSS5X5X3/8 <br />1/4" CAP PL <br />COORD LOCATION WITH <br />ELEV MFR PRIOR TO INSTALL <br />3/8" SHEAR PL PER <br />1/4 <br />HSS AND <br />ANGLE TO <br />PL <br />12X12X1/2" EMBED PL W/ (4) <br />3/4" DIA X 6" LONG WELDED <br />HEADED STUDS <br />1 <br />R1.S7.01 <br />NOTE: <br />SEE FOR ADDITIONAL INFO11 <br />R1.S7.04 <br />EQ EQ <br />5' <br />- <br />0 <br />" <br />T/PARAPET <br />EL SEE PLAN <br />T/SLAB <br />EL SEE PLAN <br />SLOPING ROOFING <br />PER ARCH <br />INTENTIONALLY ROUGHEN <br />TO 1/4" AMPLITUDE <br />#5@12" OC VERT <br />#5@8" OC HORIZ <br />. <br />CONCRETE SLAB AND <br />REINFORCEMENT PER 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 3:37:23 PM <br />R1.S8.52 <br />ROOF SECTION AND DETAILS <br />S21043.00 <br />SCALE: 3/4" = 1'-0"3 TYPICAL DAVIT DETAIL <br />SCALE: 3/4" = 1'-0"4 TYPICAL TIEBACK ANCHOR DETAIL <br />SCALE: 1" = 1'-0"7 DETAIL AT TOP OF CORE <br />SCALE: 1" = 1'-0"12 ROOF PARAPET <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 />C 09.27.2024 REISSUE FOR PLAN CHECK <br />C <br />1/7/25