200 E First American Way-swimming pool - Plan

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E. la . 1�L S T P� 1I DE AILS APPLY TO ALL PARTS OF TI�!�WORK EXCEPT WHERE SP CIFICALLY DETAILED OR U.N.O. ON THE FLOOR PLANS AND PL N NOTES 102 VEf 1FY ALL DIMENSIONS. ELEVATIONS, SLAB EDGES. SLAB DE RESSIONS, SLAB OPENINGS. CURBS, FOOTING, PE ETRATIONS WALL OPENINGS WITH ARCHITECTURAL ME HANICAL, PLUMBING. ELECA / L N nq 3 19 Main S eet rove lu A 90245 103 FORALL DIMENSIONS &ROOF c 213.239.9700 104. NO -BEARI NPl[p0b I Pl� UJA ON Y FOR BEA I '' NALl[".11111 It T ISLAS N E MCI I ------ PLAN 10TES - CONCRETE: - 401. THI PERIMETER WALLS ARE NOT TO BE BACKFILLED UNTIL THE P FL R L S ARE POURED AND C ED. " OC Legado Companies 402. FOL AS,1";ET S321 & S323 D E N C 1 T 121 s. beverly drive ^"" 1869 beverly hills, ca 90212 403. AL HO EpOWN HARDWARE IS TO BE SECURED IN tel: 310-432-0800 PL CE R C j�ETE SLAB INSPECTION. HOLDOWNS SHALL www.legado.net BE E-TIGHT NE J ST PRIOR TO COVERING THE WALL FRAMING. 404. CA BER: A. ROVIDE CAMBERS AS SHOWN ON THE FLOOR PLAN B. CAMBERED SLABS AS FOLLOWS: • WITHIN 24 HRS AFTER CAMBERED SLABS ARE POURED AND BEFORE SHORING IS REMOVED BELOW SUBJECT SLAB • WITHIN 24 HRS AFTER FORMWORK SHORING IS REMOVED AND RE -SHORING BELOW SUBJECT SLAB IS INSTALLED • WITHIN 24 HRS AFTER ALL RE -SHORING BELOW SUBJECT SLAB IS REMOVED • 7 DAYS AFTER ALL RE -SHORING BELOW SUBJECT SLAB IS REMOVED 405, FOR GUARDRAIL DETAILS SEE 18 & 19/S311 SYMBOLS - CONCRETE INDICATES CHANGE IN FLOOR ELEVATION - INDICATES BEARING CMU WALL - INDICATES CONCRETE WALL SW# INDICATES CONCRETE SHEAR WALL SEE SHEET S341 INDICATES CONCRETE WALL BELOW INDICATES NON LOAD BEARING CMU WALL. 8" THICK. FULLY GROUTED SEE ARCHITECTURAL DRAWINGS FOR BALANCE OF INFO. - INDICATES NON LOAD BEARNG CMU WALL BELOW o r\ © L# INDICATES CONCRETE COLUMN PER S211 Wn D Q INDICATES CONCRETE COLUMN BELOW U L J C CB-X INDICATES BEAM PER nn11 � CONCRETE SCHEDULE S331 W ---T -4- INDICATES OPENING IN DIAPHRAGM/SLAB `n INDICATES STUD RAILS PER 2/S324 _III_ =0= SR-# (STUD RAIL LAYOUT SHOWN IN PLAN IS DIAGRAMATIC ONLY III SEE SCHEDULE FOR STUDRAIL LAYOUT) O INDICATES CONCRETE PAD U l.J L N INDICATES MAXIMUM 6" DEPRESSION WITH CONCRETE TOPPING SLAB PER ARCH. 4.5 MAX S.W.O AVERAGE N4, INDICATES MAX. SHEAR WALL OPENING SEE L— ARCH. PLANS FOR SIZE AND LOCATION o - o N INDICATES SPANDREL BEAM SEE COUPLING SB-X SCHEDULE ON SHEET S343. INDICATES BUILT-UP SLAB PER TYPICAL DETAILS %QRpF ESS c [D S5150 m i 06-30� 1 CT U C� lF OF CAL` V)ww J N N 2 V) D m m < tN :D O N N W I U Uf w _ NZ N w v U U U z "� z =i _j U U w w 6R CL z z V) CL 0 L02UCLiim� O O O --- M N NNN N N N �t 0 o 05 -- q O - O - •- O -- (V O O 0--0- O O 2004423 1 BID SET LEVEL 3 - FRAMING PLAN scale: As indicated S130