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T6. goete... 1 ,1 1, R 1. ),1 E. k0 th, /A A, ‘ '1 ‘1 1 ° ' j' r.) ft: s. 4 It A A, A.. z. 0 P1' lueM tHOLt( Lb M kt pkec in-s Oh'? ,! AZetik oi -Orr . - 1 L4) K R8g oo•, kp D SjoNeF E lot t4 sect o� oy .,_..__...._....._.._..... "'.. _..:.___ =._..__...2' - '',""_._.._ - :. - ..7.=.:".:-. -------- . Sit 3 1 I 1 cE, a■ou(.rn 2 c a. '4 , p -f+Ccc ta. 9 s1I.4 vs, z :�eiia�S C pR.�ss 41 `t • .._.., • " C' ' T ,P_ (4,4 • d- ff riI . :FYtiie L./ 0.11 bD 11i'ty 0 f 1t :. c M14 \\ SNA11,1% 1 4 4 No 4 041/4' y id (, t 1 II 7 1 i 11 • REPRO PRODUCTS, INC. A • v•• • • 40 1 .s Jere)< Ve or 5) . r4Ev4 woe° r-E466(e)se cimisit) P .j'IP.Wi FRO?e.gli 6wimotiVsell RA - 4 re.44 114er (T-( i? of- 3) • 1 Ob. 7 -- MURAL eiT6t4 pno DAVIS ENGINEERS P.A. 780 TAMIAMI, CANAL ROAD MIAMI, FLORIDA 33144 (305 266-2566 JOB N° • DATE b12 P,X it- C0i-JCIR el PATio FLORIDA POOLS MRt & MRS. KELLY 1209 N.E. 98 STREET DADE COUNTY, FLORIDA - Foot, nAti 12RIV)~.W 4doi 132.5 LEGAL. D SCRIPIION v r I W IS1' 1/2 ()k ITo1' 12 AN ME IASr 20. F{`;Kr OF'LOr .10, or,0:K 2 OF`. "EA)LTOW ISIIORE -`', ACCORDING 111414'1 ; 1}00K 63 At'• PAGE. 80 OF 171E.1:.III }L.t(: RECORDS OF DAIIE (_Oil!NTY, 1.t.4RlDA, :. ENS1114t, VID A, wI IIC, SELF -Lp 4 r4 & (,p'TE ALL�POOL GUNITE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH 1MTHit 28 DAYS. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60 ALL.PIPIUG SHALL•I E PVC SCHEDULE 40, APPROVED FOR• USE IN POTABLE WATER INSTALLATION OF UGHTS, JUNCTION, BOXES, GROUNDS, ETC. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 680 or THE NATIONAL ELECTRIC CODE. The OWNER SHALL - FURNISH ADEQUATE ELECTRICAL SERVICE FOR 'THE OPERATION OF THE MOTORS FIGHTS, ETC. • THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION- IF IT IS NOT WITHIN . 50 FEET OF THE FUSED SWITCH SERVICE POINT. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER- OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A 1 8 SOLID COPPER WIRE IN A 3/4" NON - CORROSIVE CONDUIT. THE OWNER ,SHALL PROVIDE 'A SCREEN ENCLOSURE, FENCE `0R WALL. IN ACCORDANCE WITH CODE ON SITE INSPECTION INDICATES SAND ANO ROCK *TH. A BEARING CAPACITY OF 2.5 KSF. THE CONTRACTOR { REQUIREMENTS (NSPI APPENDIX, '' SHALL ° NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE; STRENGTH WITHIN 28 DAYS. ooI. WATER Q)SPOSAL SHALL 8E IN ACCORDANCE WITH SFBC SECTION 5404.3. n_ - J TE SCHEDULE GENERAL NOTES -Y " ( STA= -IT .CARTI IDLE FILTERS. ) A ELECTRIC LEGEND • POOL UCHT SWITCH BO GFI RECECTACLE © POOL PUMP DO JJNCnoN Box 0 TRANSFORMER Q ,AJNnoN Box ANO PUMP SWITCH WR IER LINE COPING (OPTIONAL) ELECTRIC (A) WATER LEVEL : (B) POOL DEPTH : (C) FLOOD CRITERIA : (0) POOL BOTTOM ELEVATION (A -B) : (E) UP -LIFT HEAD (C - : (F) HYDROSTATIC VALVE : (G) BOTTOM AND WALL SLABS IOTA ADJUSTED HERO (E +F +G) • POOL. CAPACITY • 0101 ,,, ,,,,, 8 x 8 THICK. EDGE WITH 1 # 5 CONT. PNEUMATICALLY PLACED CONCRETE WALLS : 6' TOP & BOTTOM (CORAL GABLES) 4' TOP & 6" BOTTOM (TYP.) BOTTOM OF POOL : 6" REINFORCING : 4 3 0 9" EW (CORAL GABLES) 1.3 0 12' (TYP.) POOL BOTTOM ANTI- VORTEX GRAZE HYDROSTATIC VALVE 18" x 18" x 24' GRAVEL SL MP FILL WNI 3/4" GRAVEL. ;=f1! 1 111 - -11l: �Ii1 —) l l Y TYP. POST 0 10 FT. 0.C. l — FENCE a souo (cu) 3/4' NON - CORROSIVE CONDUIT 3 BARS EW 300 WATTS— 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE UGHT. DIAGRAM 10 FEET MSL (0O FEET ( FEET. MSL 4.0 FEET MSL 2.O FEET -2.0 FEET - 2.5 ET 2.5 FEET GALS. 6' (MIN.) CONC. - ALL AROUND GRAIN SUMP. K,• K ; Y t :. x WATER LINE WATER LEVEL -� 2 p3EW 1 1/2" 0 PERFORATED PIPE SLOPE NOT TO EXCEED 1 :7 TO 5 FEET DEPTH. POOL SECTION 18" to 24" MAIN DRAIN THERAPY SEAT •,r ,r ti v se-,r r / y Y • [ R ' - SELF - CLOSING & LATCHING GATE •1 - CONCRETE 41 • 10 N SHIELD LATCH 4 FT. HIGH GALV.CHAIN LINK MESH WITH 2" (MAX.) OPENINGS ( NON CLIMBABLE ) - GROUND LINE I JO8 N' /1 ..._... ,. L ... -... - r-.,.. , . ---, r (TYP) TO PUMP 27 " LID 7 1/2 "- ► ti 'I1 ��r T IT — ,11 _11I I i � 1 __ 11.7 • i i li SKIMMER NOTE: DETAILS ARE NOT TO SCALE DAV1S ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 • 1 ' • 0 RAB RAIL CRAB RAIL 0020" O.C. AN HOR - /• . 4 -- 11 A or Ai 'IT 19" C ..r:. r � , e GROUND WIRE (TYPICAL) . NOTE : ADJUST DECK ELEVATION ALLOW FOR DECK FINISH. DATE : ' 1 1/2" TO POOL 1 1/2" TO WASTE 10Io 1 '3/4" - WATER LINE FADE TILE POOL WALL' TO r PIPING DIAGRAM 2" SKIMMER 2 MAIN DRAIN FACE TILE •W . tn. MAIN DRAIN WITH HYDROSTATIC RELIEF VALVE (SEE DETAIL). ESCUTCHEON PLATE • ,24" 5" — GRAB RAIL AIR RELIEF VALVE MULTI- -PORT- VALVE PRESS. GAUGE SLOPE SLAB 1/4" PER FOOT, AWAY FROM POOL. .4" CONC.5LAB WITH. 6 x 6, W1.4 x W1.4 QN COMPACTED FILL 3000 PSI CONC POOL DECK • 18" # 3 BAR CANTILEVER EDGE E3R K COPING ED 1T 1/2" COPING POOL DECK s SIGHT GLASS HAIR AND LINT 5 TRAINER MR. & MRS. KELLY 1209 . N.E. 98 STREET DADS COUNTY, FL LORIDA WEDGE ANCHOR FILTER PUMP ( FLORIDA PC)OLS: • 0 • 1 1T( � Ffll � • ', t - t Wa (MUTER - RATE^ L;. M• . - . TUt NOV $ HRS : ' 'eAPACITY 8` HAS (GAL) 14 HRS PUMP MODEL HP 50 GPM =* T x I 1 1/2 '30 • 10,80, t , f: 4OO 18,000` - 10 . 501. / P2R5C 1.5 a , 1 t/ 0 , so 18,000 - 2 ` 30,00 0 PR5EL / P2R5E 1 • )0 �GPf� 1 1/2 7 5 2 7,00(1_ ° 6.0 00. ,: r • 45 ( PR5F1 / P2R5F 1.5 T t> 5 P ',-- TX : 1/ ' ` •• . * 19? . • . • 36,000 x 4$ G0,000 • 12RIV)~.W 4doi 132.5 LEGAL. D SCRIPIION v r I W IS1' 1/2 ()k ITo1' 12 AN ME IASr 20. F{`;Kr OF'LOr .10, or,0:K 2 OF`. "EA)LTOW ISIIORE -`', ACCORDING 111414'1 ; 1}00K 63 At'• PAGE. 80 OF 171E.1:.III }L.t(: RECORDS OF DAIIE (_Oil!NTY, 1.t.4RlDA, :. ENS1114t, VID A, wI IIC, SELF -Lp 4 r4 & (,p'TE ALL�POOL GUNITE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH 1MTHit 28 DAYS. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60 ALL.PIPIUG SHALL•I E PVC SCHEDULE 40, APPROVED FOR• USE IN POTABLE WATER INSTALLATION OF UGHTS, JUNCTION, BOXES, GROUNDS, ETC. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 680 or THE NATIONAL ELECTRIC CODE. The OWNER SHALL - FURNISH ADEQUATE ELECTRICAL SERVICE FOR 'THE OPERATION OF THE MOTORS FIGHTS, ETC. • THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION- IF IT IS NOT WITHIN . 50 FEET OF THE FUSED SWITCH SERVICE POINT. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER- OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A 1 8 SOLID COPPER WIRE IN A 3/4" NON - CORROSIVE CONDUIT. THE OWNER ,SHALL PROVIDE 'A SCREEN ENCLOSURE, FENCE `0R WALL. IN ACCORDANCE WITH CODE ON SITE INSPECTION INDICATES SAND ANO ROCK *TH. A BEARING CAPACITY OF 2.5 KSF. THE CONTRACTOR { REQUIREMENTS (NSPI APPENDIX, '' SHALL ° NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE; STRENGTH WITHIN 28 DAYS. ooI. WATER Q)SPOSAL SHALL 8E IN ACCORDANCE WITH SFBC SECTION 5404.3. n_ - J TE SCHEDULE GENERAL NOTES -Y " ( STA= -IT .CARTI IDLE FILTERS. ) A ELECTRIC LEGEND • POOL UCHT SWITCH BO GFI RECECTACLE © POOL PUMP DO JJNCnoN Box 0 TRANSFORMER Q ,AJNnoN Box ANO PUMP SWITCH WR IER LINE COPING (OPTIONAL) ELECTRIC (A) WATER LEVEL : (B) POOL DEPTH : (C) FLOOD CRITERIA : (0) POOL BOTTOM ELEVATION (A -B) : (E) UP -LIFT HEAD (C - : (F) HYDROSTATIC VALVE : (G) BOTTOM AND WALL SLABS IOTA ADJUSTED HERO (E +F +G) • POOL. CAPACITY • 0101 ,,, ,,,,, 8 x 8 THICK. EDGE WITH 1 # 5 CONT. PNEUMATICALLY PLACED CONCRETE WALLS : 6' TOP & BOTTOM (CORAL GABLES) 4' TOP & 6" BOTTOM (TYP.) BOTTOM OF POOL : 6" REINFORCING : 4 3 0 9" EW (CORAL GABLES) 1.3 0 12' (TYP.) POOL BOTTOM ANTI- VORTEX GRAZE HYDROSTATIC VALVE 18" x 18" x 24' GRAVEL SL MP FILL WNI 3/4" GRAVEL. ;=f1! 1 111 - -11l: �Ii1 —) l l Y TYP. POST 0 10 FT. 0.C. l — FENCE a souo (cu) 3/4' NON - CORROSIVE CONDUIT 3 BARS EW 300 WATTS— 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE UGHT. DIAGRAM 10 FEET MSL (0O FEET ( FEET. MSL 4.0 FEET MSL 2.O FEET -2.0 FEET - 2.5 ET 2.5 FEET GALS. 6' (MIN.) CONC. - ALL AROUND GRAIN SUMP. K,• K ; Y t :. x WATER LINE WATER LEVEL -� 2 p3EW 1 1/2" 0 PERFORATED PIPE SLOPE NOT TO EXCEED 1 :7 TO 5 FEET DEPTH. POOL SECTION 18" to 24" MAIN DRAIN THERAPY SEAT •,r ,r ti v se-,r r / y Y • [ R ' - SELF - CLOSING & LATCHING GATE •1 - CONCRETE 41 • 10 N SHIELD LATCH 4 FT. HIGH GALV.CHAIN LINK MESH WITH 2" (MAX.) OPENINGS ( NON CLIMBABLE ) - GROUND LINE I JO8 N' /1 ..._... ,. L ... -... - r-.,.. , . ---, r (TYP) TO PUMP 27 " LID 7 1/2 "- ► ti 'I1 ��r T IT — ,11 _11I I i � 1 __ 11.7 • i i li SKIMMER NOTE: DETAILS ARE NOT TO SCALE DAV1S ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 • 1 ' • 0 RAB RAIL CRAB RAIL 0020" O.C. AN HOR - /• . 4 -- 11 A or Ai 'IT 19" C ..r:. r � , e GROUND WIRE (TYPICAL) . NOTE : ADJUST DECK ELEVATION ALLOW FOR DECK FINISH. DATE : ' 1 1/2" TO POOL 1 1/2" TO WASTE 10Io 1 '3/4" - WATER LINE FADE TILE POOL WALL' TO r PIPING DIAGRAM 2" SKIMMER 2 MAIN DRAIN FACE TILE •W . tn. MAIN DRAIN WITH HYDROSTATIC RELIEF VALVE (SEE DETAIL). ESCUTCHEON PLATE • ,24" 5" — GRAB RAIL AIR RELIEF VALVE MULTI- -PORT- VALVE PRESS. GAUGE SLOPE SLAB 1/4" PER FOOT, AWAY FROM POOL. .4" CONC.5LAB WITH. 6 x 6, W1.4 x W1.4 QN COMPACTED FILL 3000 PSI CONC POOL DECK • 18" # 3 BAR CANTILEVER EDGE E3R K COPING ED 1T 1/2" COPING POOL DECK s SIGHT GLASS HAIR AND LINT 5 TRAINER MR. & MRS. KELLY 1209 . N.E. 98 STREET DADS COUNTY, FL LORIDA WEDGE ANCHOR FILTER PUMP ( FLORIDA PC)OLS: < ! O .T' f{ .1`. • . r�tl it s' ' AS 341.4 .vj ▪ s �,rJe - tit I ( .1 1-. 1 1 t . . ,1 o, , , . -_ r` ' ) /.. ?A.S. 5, �jT. 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