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13-1200-003F i 0 z W w J 10 t I 7 -III � III III�IIII ,. .' Y FOR THICKNESS I I 1 II 11 I •• SEE DATA _� , III o • II -I / III z -1 I #3 @ 10" EA. WAY SIDE _1 I I I I I� MOTT. TYPICAL. .I I L • III II I I I I �" _ - III -III II -III, j II I II I M. j1= III. -1 I I f 3 @10" C /C, 1 I I I111i CENTER STEEL IN III -III I FLOOR i WALL 1 1 1 !111111 _ • ; 1 1 1 1; ,III I I 1- III -III -1 •" 1 I, I (f II 111 I FOOTING - -�'r— T_._ - -- =1 BY OTHERS TYPICAL WALL AND DECK SECTION nts SECTION 1 ADJUSTABLE COLLAR WEIR 1' 3" O PERFORATED BASKET 2" TREAD 12" 12" 1B "R JUNCTION BO PRE -CAST SKIMMER DETAIL COPING Water line 6-0" MIN. f C z' POOL EQUIPMENT 11' ---------------- 4-1/2" POOL RETURN LINE ------------------ 2" SKIMMER LINE 2" VACUUM LINE wit• line - 614 ANTI- VORTEX GRATE 1 1 /2" MAIN o Q C (G SQ. IN. MIN, OPEN AREA) DRAIN VENT. - TYPICAL OF 2- 3'-0" (MIN)) F 1" PVC 6" (MIN) CONIC. o C » ALL AROUND F varies see TOP OF FIXTURE DRAIN SUMP. �_ i" TYPICAL WALL AND DECK SECTION nts. 3 w _,,---CLEAR 2i' -0" varies see varies see PLAN TYPICAL WALL AND DECK SECTION nts. STEEL TO RUN CONTINUOUS @ i�ff fYY Y • ffff• fMf • • u YY ff • • r see f - Y f Y f • f Y -III � III III�IIII ,. .' Y FOR THICKNESS I I 1 II 11 I •• SEE DATA _� , III o • II -I / III z -1 I #3 @ 10" EA. WAY SIDE _1 I I I I I� MOTT. TYPICAL. .I I L • III II I I I I �" _ - III -III II -III, j II I II I M. j1= III. -1 I I f 3 @10" C /C, 1 I I I111i CENTER STEEL IN III -III I FLOOR i WALL 1 1 1 !111111 _ • ; 1 1 1 1; ,III I I 1- III -III -1 •" 1 I, I (f II 111 I FOOTING - -�'r— T_._ - -- =1 BY OTHERS TYPICAL WALL AND DECK SECTION nts SECTION 1 ADJUSTABLE COLLAR WEIR 1' 3" O PERFORATED BASKET 2" TREAD 12" 12" 1B "R JUNCTION BO PRE -CAST SKIMMER DETAIL COPING Water line 6-0" MIN. f C z' POOL EQUIPMENT 11' ---------------- 4-1/2" POOL RETURN LINE ------------------ 2" SKIMMER LINE 2" VACUUM LINE wit• line - 614 ANTI- VORTEX GRATE 1 1 /2" MAIN o Q C (G SQ. IN. MIN, OPEN AREA) DRAIN VENT. - TYPICAL OF 2- 3'-0" (MIN)) F 1" PVC 6" (MIN) CONIC. o C » ALL AROUND F varies see TOP OF FIXTURE DRAIN SUMP. �_ i" TYPICAL WALL AND DECK SECTION nts. 3 w _,,---CLEAR 2i' -0" varies see varies see PLAN TYPICAL WALL AND DECK SECTION nts. I I I I I I I `V•Z ° O r W r\ -c uj (� 7 N z 0 _L IY STEEL TO RUN CONTINUOUS @ J AROUND BRAINS @ 10 O/C , 0 2 Z L -' J Z AIR GAR 0 WATER LINE--I Z W m C AREA OF STEPS L.L / 1 W/1$" MIN LAP TO - ,. :, s • °• � © U o Z y C W E O w - Z / FOR BRACING Z m c Z a w FLOE.W. OR REINFORCING W ... ' � � co ,. a y SEE TYR WALL SECTION THIS La HYDROSTATIC VENT LINE PIPE SHOULD BE LOCATED OUT OF a o R T -0" STEP L LIGHT NICHE 12 VOLT ( ) RELIEF VALVE (ACCORDING FBC 424.2.21.2) 1 1/2" Lr- RE � 7 1 A) (12" MAX). RISER HEIGHT MUST BE UNIFORM. TO COMPLY WITH S.F.B.C. PLACE TO AVOID d TRIP HAZARD 1 � 3); 2" FROM THE UNIFORM RISER HT. W o AND NEC 680 1 -1/2" x 12" RIPE VARIABLE LENGHT C) CONTRASTING TILE AT EDGES. D) 240 SQ IN. MINIMUM AREA OF FIRST STEP. 1: i 111fyi ". - (SEE PLAN FOR LOCATION) 2.5 "PIPE W W w SUCTION LINE TO PUMP I, TYPICAL STEPS DETAIL SECTION UNDER WATER LAMP DOUBLE MAIN DRAIN DETAIL Rf n TYPICAL POOL SECTION nts 1/4" =1' WITH HYDROSTATIC RELIEF VALVE PER FBC 424.2.21.2 e') THIS POOL IS NOT INTENDED FOR DIVING MAIN DRAIN SEE DETAIL I I I I I I I `V•Z ° O r W r\ -c uj (� 7 N z 0 _L IY J 0 0 Z L Z 0 ro Z W co c Z d L.L / 1 W J © U o Z y C W E O w - Z 2 N Z m c Z a w F r. W � co `I • i I M �n r • 0 n< W co c L.L / 1 J Z u- O w - O W � a y 0 La wr.,� 1. Lr- iO tiff it -:. O W o � 1: i 111fyi ". - a W W w z Rf n e') Wr F- N 0 w 00 Z wz (n z -c O w t¢ w-i Ww o V) wo IF 7 w , z ° M o a 0 i Jo •w o Z o zo C) ) N n w tr< w � J m DRAWING NO. 2 OF 2