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I <br /> I <br /> IMMING POOLS I <br /> r-9-I. <br /> _ -. .iG 3/4 "P ADJUSTMENT BOLT <br /> '� uL� � u <br /> to t� 1�' <br /> • <br /> ADD NUT • o w • <br /> .. (DOUBLE NUT) SEE TOP I ._C. a ® lik SHED STON I1 <br /> • <br /> OR SAND <br /> " �� DETAIL T3' . o -I Y4" L PLATE + I- <br /> 2 o Y,' WASHER + <br /> 1 a I IV* M BOLT <br /> CONNECT THROUGH I <br /> Q Itiortirarrearn-- j L BOTH PANELS. <br /> VP N Z <br /> • <br /> L2x2x14"GA. 1111M31111 <br /> Il ! o 0 0 'A' FRAME STRUT__' 3 <br /> -cm <br /> •l•" -: •- -••:•:% <br /> [ 2.-6"._2'-6 WO ANCHOR O „i cm AT PANEL JOINTS ,' -:;'- ' •= n <br /> NU ROD <br /> 5'-D' WALL PANEL y2 1urn <br /> POUR AGAINST �� <br /> w -�� UNDISTURBED ERECTION STAKE <br /> �I TYPICAL CONCRETE FOOTING PLAN SOIL AS REQUIRED <br /> [ 2. o2'-0' 2'-0 - .� �� <br /> m FOR FRAMES WITHOUT DECK SUPPORT <br /> I I SCALE: FOOTING <br /> N� 3"� <br /> LOCATE FOOTING AT ALL JOINTS BETWEEN PANELSIEW <br /> 6'-0" WALL PANEL I AND ADDED BRACES. ____ <br /> FOR FRAMES WITH DECK SUPPORT USE A SCALE:}4"=1'-O" ' <br /> I CONTINUOUS CONCRETE COLLAR ' aim! ---{.. - <br /> f- <br /> CONTINUOUS <br /> DETAIL 'A' 3" — t <br /> 1 <br /> BRACE ■ p••-p <br /> 7'-0' WALL PANEL II <br /> o TOX-POINT JOININGvelrj <br /> ADDED 2' w I SYSTEM TOP do BOT. <br /> 2'-0"2'-D' 2'-0'z'-D' Vii) (TYPICAL) <br /> • BRACE <br /> II <br /> PROVIDE RETURN OF WEB I" <br /> 8'-0' WALL PANEL I 7' MEMBER TOP & BOT. <br /> w I i COPE AS REQUIRED <br /> i - -' "• BRACE ,r -I • (TYPICAL) Pjoa <br /> In2-32'-3' 2'-3' 2'-37E2 iZ I ____ <br /> 9-O' WALL PANEL •'I•% I i �I ,REhBRACE © ^�I• i / <br /> 2'-6" 2'-6" 2'-6" 2'-6" AA I ® • l 1-1 <br /> �/ 14-1-113'� <br /> iv SEE DETAIL I' {7 FAS-VIER' I <br /> TYPICAL RAIL �I (TYPICAL) I I !/ 0 <br /> �(' END E F�VATIQN <br /> 1D'-D" WALL PANEL 17 L I REINFORCING. 'Il 1 . IG SCALE: i �i-O <br /> V. <br /> ' FOR CURVED PANELS <br /> TYPICAL STRAIGHT WALL PANELS J <br /> rYpICAL CURVED PANEL SIMILAR EXCEPT LIMITED <br /> ro 6'-O" MAX. PANELS \ �,� JSOMETRIC VIEW OF CURVED PANEL • <br /> ku_ PANELS TD BE 14 GAUGE STEEL TYPICAL. Z' ELEV. Of QDQED 'Z' RIBS <br /> tel. l �� MAXIMUM UN@RACED LENGTH IS <br /> IGS SCALE: II. -1-0 6'-0' (ADD TYPICAL BRACE AND TYPICAL <br /> FOR CURVED PANELS I FOOTING AT INTERMEDIATE 'Z' RIB AS REO'D <br /> GENERAL NOTES I "IM.BOLTS Iy TO MAINTAIN 6'-6" MAX. UNBRACED <br /> (TYPICAL) ! Y LENGTH. SEE SECTION 'A <br /> 1. GROUND ALL METAL NPOOLV IFE 'I�� II' <br /> UNDERWATER LIGHT IS INSTALLED AND PROVIDE II <br /> GROUND,FAULT PROTECTION DEVICE Al PANEL. I -- 0 <br /> 2. THIS DRAM NG PRE?ABED FRONIt t INFORMATl I --4',�j,�l <br /> S]PPL IED BY POO( LIAIFAr: R R <br /> 711P rj I - /,/ -.P --- ..-. - <br /> 7'AV_pNAIT W\I�AIl�� . <br />