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J
<br /> LL
<br /> m
<br /> o FIG.1
<br /> FIG.3
<br /> r TYPICAL CANTILEVER CONCRETE DECK FIG.2 TYPICAL BOND BEAM
<br /> o CONCRETE DECK CONSTRUCTION
<br /> n_
<br /> 6'X6"-W1A X W7.4 WITH BRICK OR STONE
<br /> 3'MIN. WIRE MESH OR BRICK OR NATURAL
<br /> REBAR NO.3,ON 2'O.C. STONE DECK 6'X6'-W1,4 X W1.4 BRICK,FILLED BLOCK, 3'MIN.
<br /> m WIRE MESH OR OR POURED CONCRETE
<br /> C 9�. , EACH WAY. 3'MIN. 8"
<br /> wREBAR NO-3,ON 2'O.C.
<br /> SLOPED 1/4,1' EACH WAY. ' BACKFILLED DIRT
<br /> d ED 1/4'=1' •" FIG.4
<br /> OVII
<br /> I
<br /> _r 1 6" =MUM UMWj :r. `A� TYPICAL ABOVE GROUND INSTALLATION
<br /> i� .. 1Q" T �O •_ REBAR NO.4,ON 2'O.C.
<br /> 12" _I1-ur •.1 I �� 1 g^ MAXIMUM EACH wnv. (POOLS 12'WIDE AND UNDER) U)
<br /> ( .! C 1, 12„ �r 1'. 10" 24" / W
<br /> i=i �.1 'I t '• ~
<br /> ��� 1 1/4'GALVANIZED FOR CLAY i••••••' , 0
<br /> '• I
<br /> 10" �i�i� _
<br /> CHAIN ""4' FOR CLAY • V.
<br /> ` Z
<br /> I►`�'I (ADOBE) ��w`� 1/4'GALVANIZED (ADOBE) '= MAXIMUM
<br /> `�' • 3"THICK COMPACTED SOIL ONLY. 10" I�' is - 19 1/2" OPTIONAL
<br /> O Al ' CHAIN SOIL ONLY.
<br /> MOUND DIRT�,�•1� SAND(TYPICAL) ►OI •j•jy •�� ..!II. 10" •�� WOOD DECK
<br /> IA`•,II I`�1 3"THICK COMPACTED 12" �' !•• _ _ �-4, AROUND POOL
<br /> Ip4 4"MIN.THICK COMPACTED ,,� SAND(TYPICAL) ;::!.3 '.I 11! :1' APPROX.6"
<br /> �� ♦ GRAVEL FOR CLAY M! I •' :i•f� !II!lL I ��'�R'1 _ _ _
<br /> O•�' ���l�!'I" 4"MIN.THICK COMPACTED �I`����I, 11. 11:.1L
<br /> V (ADOBE)SOIL ONLY. .•••••:•,^•
<br /> ►�� � i GRAVEL FOR CLAY - - - -'•7�
<br /> SAND OR 1/2"CLEAN GRAVEL F Oj1 (ADOBE)SOIL ONLY. ►`IO�i= 3"THICK COMPACTED `� I'• •'I• •I'• •I'• •II
<br /> •FIBERGLASS 1 VAS Z4; SAND(TYPICAL) *AlA
<br /> I SAND OR 1/2"CLEAN GRAVEL I`�• ��/ iI
<br /> 6" POOL SHELL -fl 6" FIBERGLASS ,�`!�I 4"MIN.THICK COMPACTED
<br /> POOL SHELL I[ GRAVEL FOR CLAY OI
<br /> �,U•1�' (ADOBE)SOIL ONLY. II I
<br /> %4II' SAND OR 1/2'CLEAN GRAVEL 1 6" I- ` /
<br /> 1 6„ I FIBERGLASS
<br /> r^ POOL SHELL
<br /> FIG.5 /
<br /> TYPICAL BOND BEAM WITH SPA
<br /> ■
<br /> POURED CONCRETE CAP. / \ (I)
<br /> POURED CONCRETE CAP, BRICK.OR STON7- OR
<br /> v
<br /> BRICK,OR STONE - +/
<br /> 10"Min. BRICK,FILLED BLOCK, 1'MIN (�
<br /> POURED CONCRETE GREATER THAN
<br /> BRICK,FILLED BLOCK, L - DEPTH OF POOL Q
<br /> OR POURED CONCRETE �O4 i���`► DECORATIVE STONE,BRICK, N
<br /> 24"Max. K*, 6'X6"-W1.4XW1.4 ►���♦►��♦����, ��ORTILE o//) '^ I
<br /> DECORATIVE STONE,BRICK, I� WIRE MESH OR �,�,♦��,�,♦�� CONTINUED DECK RESIDENCE .}.I �/J /� co
<br /> �//�� °J a "' N
<br /> OR TILE 1,�$ REBAR NO.3,ON 12"O.C. �;,♦��:;,♦4�: "L V/ rn M
<br /> I.
<br /> , •����� EACH WAY. ►���,�����,��,,�♦� a • I � W .0 • A 1`
<br /> ��4 S �I�j,N�.� I—III—III ti a
<br /> 16" / ''• AA�� *OP III )I- MA, � L E o N o a°.
<br /> i +/< :: — — ►I O ,� 1 1=111 ° a �I11=111 — / +r N c v
<br /> '••I=1 I_I�1 $4 e4•$4•0.- 1—'' I I 1—I 11111= (� �p m X
<br /> COI 1 III.�4 _ I— ♦ �I�,�II 1= IIITi1 1
<br /> _ _ O MLL to . LL
<br /> J � LL
<br /> ,i_
<br /> •
<br /> � � � �
<br /> ;,� _ I —111
<br /> I I I I I I III IIII III I I I III=' DOTER PER LOCAL CODES POOL •,
<br /> •P#�4 3"THICK COMPACTED POOL
<br /> I,U'` - SAND(TYPICAL) / •= •t c m N a
<br /> ♦O SAND OR?CLEAN GRAVEL AROUND SPA O pj
<br /> i.♦. 1 4"MIN.THICK COMPACTED CU O E 8 N
<br /> GRAVEL FOR CLAY w Q m v m
<br /> (ADOBE)SOIL ONLY. /
<br /> �11"� 45
<br /> N
<br /> 6" SAND OR}'CLEAN GRAVEL / O = N Z G C2 5 2 CO
<br /> FIBERGLASS / FIG.8 E a t t D-
<br /> 12"— POOL SHELL ANGLE OF REPOSE O E cp O N g H U tL
<br /> (NO INCREASED PRESSURE ON
<br /> WALLS FROM ADJACENT STRUCTUO E)OL
<br /> Reviewed by: Co m C IP —I CDE -
<br /> FIG.6 FIG.7 [0.5 FT PER FOOT OF DEPTH OF POOL FOR Columbia Research&Testing E '4 ' — = J (3 .m j,
<br /> 10140 Starr Road,P.O.Box 933 Windsor,CA 95492 CU 0 N 7 = -
<br /> TYPICAL CANTILEVER CONCRETE DECK CONCRETE DECK WITH BRICK OR STONE SHORT NON-LOAD-BEARING WALLS USED AS Phone 707-495-0420 > N
<br /> (For rectangle pools up to 12'wide or freefrom pools up to 14'wide) (For rectangle pools up to 12'wide or freefrom pools up to 14'wide) PROPERTY BARRIER,3'MIN FROM WALL TO IAS and ICC/ES Approved Testing Laboratory CICS •" Lii
<br /> (NOT FOR USE IN EXPANSIVE SOILS) (NOT FOR USE IN EXPANSIVE SOILS)
<br /> 6'X6"-W1.4 X W1.4 WATERS EDGE] �- COU
<br /> rsi'�'EMIN.
<br /> IN WIRE MESH OR 2 RUNS 1'-2'MIN Seal: CY) —
<br /> OF REBAR NO.3 RE MESH OR 2 RUNS }�
<br /> REBAR NO.3 BENT IN TO A'L' BRICK OR NATURAL
<br /> STONE DECK OF REBAR NO.3
<br /> 3'O.C.AROUND PERIMETER SLOP..., 6'X6'-W1.4%W1.4
<br /> REBAR NO.3 BENT IN TO A'I.' f'l 0 \
<br /> EASE 3'O.C.AROUND PERIMETER \\\V
<br /> Tr �__ IIMME RADEm
<br /> 6.
<br /> I 1." REBAR NO.3.RAN HORIZONTALLY. 12' I I
<br /> l0 ;••••••L 1' CONCRETE 2500 PSI 3000 PSI FOR 12'-1'TO 14'POOLS "II
<br /> LT `�% i ( ) I •�••:•",:�: REBAR NO.3,RAN HORIZONTALLY.
<br /> 3'THICK COMPACTED :''`���;� CONCRETE 2500 PSI(3000 PSI FOR 12'-1'TO 14'POOLS)
<br /> 7 • II SAND(TYPICAL) I' Page
<br /> ♦ _ 4"MIN.THICK COMPACTED
<br /> GRAVEL 3'THICK COMPACTED
<br /> `� GRAVEL FOR CLAY ,♦•4= SAND(TYPICAL)
<br /> ell
<br /> 4-.'i11
<br /> 4'MIN.THICK COMPACTED
<br /> (ADOBE)SOIL ONLY. . GRAVEL FOR CLAY
<br /> WI � ' SAND OR?CLEAN GRAVEL !. (ADOBE)SOIL ONLY
<br /> 1,� SAND OR CLEAN GRAVEL
<br /> `. POOFIBELS ESL11.
<br /> II FIBERGLASS ;•
<br /> J 6' I•^ POOL SHELL
<br /> ci 12' 12
<br /> E 3 of 7
<br />
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