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HomeMy WebLinkAbout52 Driftwood Lane - DetailsL BAR LAP DETAIL /pu -2 5� "'��` L L�e�j jtWll . . J��A A 7 6Y M ver>- O WxL A B MFiZro. 18x3Co /6 — 0 WxL A B z /X36' ;8 - �a /Cc'x— ?O x 40 ZC%o'I 1 Did' i /4'y Q Q W 16'xZ4' /Z' _ 0 IZ' xZ4' CZ cu STD. RECTANGLE 13 /LASTE2 -- N 71 Q _ }W ,:INNER (T'lP.) 1 RECTANGLE: 20'x40' Z:�N=o — 0� r L Y. a 0 Vit A A WxL A B WxL A 14r 10 1 — llo'v3Z 1Z=/0 - 00x4.0' 8'&' El STD. GRECIAN GRECIAN: 20'x40' L � a Wal A B C WxL A B v lox 46 /-7 Ivi_�I) 10-04 /8 x q,3, /81 I�'x4o' /71 z, 1 i i i g , A' LAZY 'L': 20'x36'x46' 1/ STD. LAZY "L' A WxL A B ' pl WxL A B C p r 3s 1 17 G" - ? Z8 X 40' zo 14' /.51 3 ZCo,Y 24'x 3G' l8'1 12' l2' OVAL: 18'x35' A L TRUE 'L" L L � t3 • WxL A B WxL A B ' IS A /o - tl rA,I . FIGURE '68" KIDNEY 1 11 TYPICAL BAR LAP DETAIL /pu -2 5� "'��` GOI-IG. PoC�i>L j7EGIL�FJ C:�� L�e�j jtWll . . P 7 6Y M ver>- J,lL. uI.1Erz� MFiZro. R z TYPICAL WALL SECTION PLAN GENERAL NOTES AND SPECIFICATIONS 1. All design details are typical for all pool shapes. 2. All concrete is to be placed as a monolithic pour and is to be consolidated' using standard methods for preventing segregation and honeycombing of con- crete. 3. Pilaster and assoiciated footing shall be constructed at all skimmer locations. 4. All concrete reinforcment shall be 60 ksi (grade 66) steel reinforcing. 5. All concrete shall be 3 500 psi, 28 day strength concrete and shall have a maximum six (6) inch slump. 6. The minimum allowable soil bearing capacity shall be 1000 psf. Walls shall bear on undisturbed soil. 7. A two (2) inch minimum clearance shall be provided between steel reinforce- ment and skimmer fixture. 8. All backfill shall be compacted to 90% standard proctor. 9. Construction of all reinforced concrete is to comply with recommendations of ACI 318-83 unless otherwise noted or specified.• DESIGN ASSUMPTIONS 1. Structural design is based on the assumed facts and warranty limitations. established in the Perma-trete Construction Manual 2. Owing to varying site specific conditions, the pool structure is not designed for any earth or fill ground movement caused by factors which may include, but not be limited to, expansive or otherwise unstable or unusual soils, acts of God, blasting disturbances or acts of others. 3. Design loading on pool walls is based on an empty pool with a 62.4 pcf equiva- lent fluid pressure exterior load along the entire wall height and a full pool with backfill in place. 4. Pool walls are not designed for surcharge loads exerted by wheel loadings within four (4) feet of pooi.wall from construction equipment weighing more than 2500 lbs or any other addtional loading condition imposed on the pool structure by existing or proposed adjacent structures. 5. The oval, kidney and figure "8" pools are not designed to withstand interior hyprostatic loading without being backfilled. 3"cL�e NAY WA 0 © SP -/0-74;p SKf19ME� ti 0 0 r� v 3 T/ES i, /O"o,C. �L Scq of wALI- - O - ljl..� SECTION TYPICAL PILASTER AT SKIMMER PLAN TYPICA 0 3 CLR L INTERNAL -PIL _0 //CLR 1PE10 +4a3 TIES e /0"0.C., 91 • BOT. OF WALL -; i 11 �- L�pDE.IL ,3Y MF2la. ATYP. L ASTER I ' E C O j f , W til -2 jtWll couPLl� 1co 7 6Y M ver>- R z �a coJc.l�SeRT E3`( MF26. Q Q W 0 CZ cu N 71 Q _ }W Z:�N=o — a >A PROJ. NO. DATE rrP_w�L 8`7116 2/9/89 5EE SECT_ .�'. _ P ++E DRAWN - 6HEO E AT�;ESK UR' SHEET A ADDER DETAi'L z WI SET _% SEQUENCE