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00-0002-035 2" x 2" P.T. WOOD - �" A 2' P.T. WOOD W/ #8 4 2 x 4 P.T. WOOD 162#� 16? X 2 I/L GAILY. WOOL) SCREWS HUGHES SHA6 W/ (4) 1/2 0 X 8 - J-BOLTS IN EMBEDDED IN CONCRETE = J " _O'� \ ( I \`- 2" A 4' P.T. WOOD LET IN U a— — 571# 1 112' INTO (3) 2" X 6' z _ _ & (2) 3/4" 0 MB THROUGH BOLTS �� � � f THROUGH 2" X 6" WOOD SUPPORTS (3) 2" X 6" P.T. WOOD W/ (3) 2" X 6" P.T. WOOD RAFTER W/ +5'_II' t (3) 2" X 6" P.T. - Lo 16D GALV. NAILS @ 8° O.C. ` \ c I/4' 0 X 6° LAG SCREWS - --� WOOD TRELLIS BEAM - - T.O.W. " ----- �r� - -� STAGGERED EACH SIDE - - - \�- ) I12° 0 THROUGH BOLTS rl DETAIL - TRELLIS W W - -a, (3) 2" X 6" P.T. BUILT-UP WOOD COLUMN. - J (3) 2 X P.T. WOOD RAFTER W N� EXTEND MIDDLE 2" X 6" ABOVE TRELLIS q-8 SCALE: 3/4" = 1'-0" Q w STUCCO FINISH q_� BEAM BY 5 112". SEE DETAIL 2 SHEET A-8. `� \ (4 Ill" (21 THROUGH BOLTS 8 Q U 2 / HUGHES SHA6 W/ (4) I12" P) X 8" N 4'-0" - 8" I'-3" oa � - NEW 8" X 12" TIE BEAM W/ (4) #5 �`,, A-$ � � IC-0 � ---- - --- AND #3 TIES @ 12° O.C. O J-BOLTS IN EMBEDDED IN CONCRETE r' & (2) 3/4" (b MB THROUGH BOLTS m ml" - t �- 4 1/Z" X 5 112" BUILT-UP +3'0" vi N -- o • °° ,• c � THROUGH 2" X 6" WOOD SUPPORTS � r � ,,,, � �_,,, �, �o� -. � P.T. WOOD COLUMN J LL _ 1 - NEW 6' CONCRETE SLAB W/ #5 STUCCO FINISH - NEW 6" CONCRETE SLAB W/ #5 @ 12" O.C. EACH WAY, BOTTOM - EX 2' X E UILT-UP WOOD COLUMN. 1 / EXTEND MI D LE " X 6" ABOVE TRELLIS 2 -/+ @ 12° O.C. EACH WAY, BOTTOM 2 -- BEAM BY I -5° SEE DETAIL 2 SHEET A-8. --- NEW 8" CONCRETE BLOCK WALL 8 t HUGHES SHA6 W/ (4) 112' 0 X 8" +O' II' J--BOLTS; IN EMBEDDED IN CONCRETE `1 W/ (1) #5 IN FULLY GROUTED & (2) 3/4" 0 MD THROUGH DOLTS T.O.S. \r CELL @ EACH CORNER co I I _ >: - , I •� I \ THROUGH 2° X 6° WOOD SUPPORTS i' --- NEW 8° CONCRETE SLAB W/ #5 '� \��-_ 2,313# ,.n ' PIP CONCRETE SEAT W/ REINFORCING @ 12° O.C. EACH WAY, BOTTOM N ' (4L,= ��'� /® _�'_8• � 2' X 4" P.T. WOOD LET INTO ? ;' .1 .1 FINISH GRAD �� C 2' X 6' W/ (1) 6' X 1/4" 0 LAG NEW 10 X 16 CONC. FOOTING SCREW THROUGH 2' X 6' HUGHES SHA6 W/ (4) 1/2 0 X 8 I � 8 X,26' RETAINING WALL TT' W/ (2) #5 REINFORCEMENT J-BOLTS IN EMBEDDED IN CONCRETE d . e q a _ ',� • C ° ° 7' N & (2) 3/4" (l� MB THROUGH BOLTS -2'-0' r•° -� -u• mar �. •e .� D a e •• op -`r . „ _ THROUGH Z X 6 WOOD SUPPORTS ---- • co N 1 0 �- NEW 10° X I6° CONIC. FOOTING i TRIPLE 2' X 6' e 1, 3„ _ Y FINISH GRADE - - - W/ (2) #5 REINFORCEMENT P.T. WOOD BEAMS ��� •'.J ✓,�0y" I NEW 8° CONCRETE SLAB W/ L - - - - _ � � 2 X 2" P.T. WOOD LET INTO •� � ���� ry #5 REINFORCING @ 12 O.C. -J / 2' X 4" W/ (1) #8 X 2 1/2' LAG "EACH WAY, BOTTOM•a -__-__ - _ _ � L SCREW THROUGH 2' X 4' F14 NEW 10" X 16" CONIC. FOOTING I'-4" W/ (2) #5 REINFORCEMENT 1 SECTION - POOL EQIP. HOUSING 2 SECTION - POOL EQIP. HOUSING 3 EAST ELEVATION - POOL EQIP. HOUSING 4 NORTH ELEVATION - POOL EQIP. HOUSING 17 DETAIL - TRELLIS q-8 SCALE: 112" = 1'-0' q-g SCALE: 112" = 1'-0" q-8 SCALE: 112' = 1'-0' A-8 SCALE: 112' = 1'-0• q-g SCALE: 3/4' = 1'-0" U W I- - I • I I � I— � 2'-32 8,1 2'-32' �} +3' 11 1/2" +3' 11112' z Q 8„ 1,-3„ - �' -� --- - - Y T.O.W. T.O.W. _ W / --i - -- s - #4 @ 12" O.C. TOP _ EL UJ �' -- - (I) #4 Z" X 2° P.T. WOOD 2" X 4" P.T WOOD a •.. ---- to Ti, r---- \ - - -- - - - - - - - -- - - - W to P.T. WOOD COLUMN LT-UP i� I- - -- -- -- - - - - -1� NEW CONCRETE TIE BEAM W/ (4) a a ` N #5 TOP AND BOTTOM AND #3 TIES w o ` % -N NEW CONCRETE BLOCK -IN I -. I @ 12" O.C. FOR 4'-0" FROM ENDS W 1- _j \00 NEW 8' CONCRETE BLOCK WALL ^ Q B- � 10 W/ (1) #5 IN FULLY GROUTED PRIVACY WALL `�� AND 48" O.C. MID SPAN --- 8° X 12° CONCRETE r CELL @ EACH CORNER o I �\\ NEW TAPERED CONCRETE BLOCK = O E o 01 Q TIE BEAM W/ (4) 1 ii (, 10 #5 AND #3 TIES -- - a -�L1.11� /II PRIVACY WALL W/ 5/8" STUCCO — (n � # 4 112 x-5 112" BUILT-UP — — — - - — -1 3'-0" 5'-0" ! N D L6 @ 12" O.C. P.T. WOOD COLUMN \ - � C STUCCO FINISH �� ��- — 8" X 26" RETAINING WALL NEW 12" X 16" CONIC. TIE COLUMN W/ (4)co -01-81 0181 #5 VERTICAL AND #3 TIES @ ` 18" O.C. HORIZONTAL FINISH GRADE FINISH GRADE 19 DETAIL SEAT ---- N N - ' NEW 10" X 16" CONIC. FOOTING W/ (3) _ _ --- _ i #5 CONTINUOUS TOP AND BOTTOM 2'-0 I/2' �, -2' 0 I/2 � A-8 SCALE: u2" - I'-o' _ `�- - - - - -- FINISH GRADE GRADE - - - - - - - NEW 10" X16" CONIC. FOOTING - � - - - - - - - - - - - - - - - - - - - - - - `,••'4',c � '; ,� l�tt F 71 �- - 1 W/ (2) #5 REINFORCEMENT NEW 12" X 30" CONC. _ FOOTING W/ (4) #5 A-8 - - - - REINFORCEMENT AND u� �' • - - - - - - - - _ #5 SHORT BARS@ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '•' NEW 10° X 16' CONIC. FOOTING 8" 3'-5° - 8° '!L 12" O.C. 9 �r,�: �` W/ (3) #5 REINFORCEMENT 4'- " , , • - A-$ -- -- - - -- - 2 �dl E I 1 A-8 � 5 WEST ELEVATION - POOL EQIP. HOUSING 6 PLAN - POOL EQIP. HOUSING 7 EAST ELEVATION - PRIVACY WALL 8 NORTH ELEVATION - PRIVACY WALL W � -8 SCALE: 1/2" 1'-0• SCALE: 1/2" I'-0• SCALE: 1/2" 1'--0"q-8 SCALE: I/2" I'-o' - z a NEW TAPERED CONCRETE BLOCK 71 41 7.1 Q '� o PRIVACY WALL W/ HORZ. JOINT REINF. ;� ;�_ 2" X 6" P.T. WOOD BENCH Q V u V; @ 16" VERT. W/ STANDARD 9GA. LADDER TYPE REINF. & (1) #5 REBAR IN FULLY r V, c E NEW 12" x 16" CONC. TIE COLUMN -IN GROUTED CELL @ 48 II D.C. HORZ. W1 4 #5 VERTICAL AND #3 `o 1 W i= ( ) NEW 4 X 7" CONCRETE BENCH o TIES @ 18" O.C. HORIZONTAL SUPPORT W/ (2) #5 VERT. -IN N INTO FOOTING Lo +3'-II I12" 4 T.O.W. ', - - - - - -- - - - - - - - - - - - - - - NEW I 0 X 12° CONIC. FOOTING o - - 2" 6" c F� -�_�o-"►F,�-�__,\__. �- __i 1 t - _,�= " � ' (=V� �- O '� '8" !` NEW CONCRETE TIE BEAM #5 DRILLED AND EPDXY GROUTED W/ (2) #5 TOP AND BOTTOM a 5" MIN INTO CONCR ETE P OOL DECK O.W-. � NEW CONCRETE TIE -- - - V -�- - - - AND #3 TIES @ 12" FOR 4'-0" - \ 7 7 7 v /.A/17\/\/ ; BEAM W/ (4) #5 TOP AND BOTTOM AND #3 T T� - - 7 'r� FROM CORNERS AND 48 O.C. MID SPAN \ 4'-0" -- 0•\� —IN� •4 �i /�� o T ry IES @ 12 D.C. FOR I'-0" 3'-0" — 4'-0" �I'- ,f _ - A_ i A 1 1 i " " -F /L 4' 0° FROM ENDS AND /'- � -- — - --— -- -- — — ----- �', — \\\\\.,\ '-� .f.. L°. \ ��., \ 4 2,f 4' I -7" 4 2„ 4 7 4" Q of 48 O.C. MID SPAN } (V - NEW 8" CONCRETE BLOCK WALL - REVISIONS -F I� 1 ��� SECTION POOL BENCH ELEVATIONS - POOL BENCH - NEW CONCRETE BLOCK W/ (I) #5 IN FULLY GROUTED 1 01- PRIVACY WALL PLAN - PRIVACY WALL - CELL @ 48° O.C. HORZ. q-8 SCALE: I" = I'-0' Y q-8 SCALE: I' = I'-0' FINISH GRADE O - - � '- ' - 2 X 6 P.T. WOOD BENCH 16 q-8 SCALE: 112" = 1'-0' - 4 _ __ iv A-$ i�j� � • � • �- NEW lo', X 16'1 CONIC. FOOTING 2'-0 I/2' 1�TL,1 �F N o '4 `� AND BOTTOM CONTINUOUS TOP FINISH GRADE F - o ? k • •� ° • �\ a/ NEW 4" PIP CONCRETE BENCH - c A --- NEW 12" X 30" CONC. � �o� �� SUPPORT WI (2) #5 VERT. FOOTING W/ (/+) #5 \ INTO FOOTING _ _ _"� REINFORCEMENT AND --��^+ I'-4° #5 SHORT BARS @ (3) #5 REINFORCING 101 - 12" O.C. 0 �'� TURNED UP 30" MIN. NEW 10" X 12" CONC. FOOTING __ j DATE: II-10-99 NEW 12' X 30" CONC. FOOTING •� • • a �• W/ (2) #5 @BOTTOM AND (2) 2 -6 f W/ (4) #5 REINFORCEMENT a #5 DRILLED AND EPDXY GROUTED 5" MIN. INTO CONCRETE POOL DECK i a ° _ _._: — 1 . 1'-7" � 10" -72 9 SECTION - PRIVACY WALL ('l 6 SECTION - FOOTING r-6° 2NEw' Io° x 16" CONIC. FOOTING W/ ('l 1 SECTION - RETAINING WALL 13 SECTION - POOL BENCH rl5 TOP - POOL BENCH A - 8 q-8 SCALE: 112" = 1'-0" q-g SCALE: 112" = 1'-0" (3) #5 CONT. TOP AND BOTTOM q-8 SCALE: I" = 1'-0' q-g SCALE: 1" = 1'-0" q-g SCALE: 1" = 1'-0' SHEET 9 OF 10