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BPP-09-1720_Plans GENERAL NOTES AND CONDITIO 1). ALL FLOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAYS COMPRESSIVE STRENGTH OF 3000 P.S.I. 2). ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3). ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 4'. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND/ OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN 1. ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF jl Existing EXISTING STRUCTURES. jl Power Pole 5). THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL jl 12 ASPHALT PAVEMENT CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. 11 • PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING 11 • LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF Overhead Utility Lines �-y 1 Existing 4' High Wire Fence NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN j (See Note 7) AND ALL DIMEMSIONS PRIOR TO CONSTRUCTION. _" _ - - - - - - _ _ _ _ - - 75.00'PROPERT - - _ _ _ _ ���L �I��a����T 6). CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS GATE 1 1 11 - a SELF.(�LOSE S �,/ FENCE: 4' ) $� (MIN.) RE QUIRE D OCKIN REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD j 1 ' A DISTANCE OF l0' FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. I ) oo I AND NO 7). ALL POOL ENCLOSURES SHALL CONFORM TO R4101.17.1.1 THROUGH 17.1.14 FBC -2007. M 8). WHERE POOLS ABUT OR A PLACED NEARBY SEA WALL OR 1' I t NEIGHBORS REMOVE OVE PE RE 1 BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL a t 1(�(p;(.L, I P ON BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, 11 I � T� A 4 � FE NCE T 1 # FROMTHEPOOL. j 1 . . .. .. I OWNER'S p�.�;PERY OR LOOSENING OF THE SUPPORTING SOIL AWAY MARBLE IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THE M THEY Existin SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE 1 1 Driveway WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING 1 DECK. FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT. WHEN ! 11 DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER ! 1 SP a IMMEDIATELY FOR FURTHER INSTRUCTIONS. ! - 13' -3" •1 o . 1 N THE .\ L WITH CAUTION. . 3 9). THE CONTRACTOR SHAL L BACKFILL POOL SHELL 1 \ PLUMBING SHALL NOT BE DISTURBED. BACKFII.L SHALL BE PERFORMED Existing 4' Hi g h CBS Wall WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCHES THICK LAYERS. EACH LAYER SHALL BE COMPACTED j TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. j ° �:., 10' -0" a SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 1 1 10). WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES 1 1 1 : ' ° "` - EXISTING POOL a SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL Existing 4' High Wire Fence 1 BE BY OTHERS. (See Note 7) 35' -3" I 11). DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 1 - - - - - - -- - - - - - - - - - - 12). WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL I MARBLE Existin Panel 150A I I" • ° �ISECK REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. Gate w/ I I ! I a 13). THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS Self - Latching I Existing ,}!, NOTE: I I' NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT Self - Closing I I Y Y I Water Line (See Note 21) I � GFCI RECEPTABLE I � THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. I I SHALL BE LOCATED I I • . • a I ! NOT CLOSER THAN I I • • • ' � • P , oo} Deck • � I 14). ALL ELECTRICAL WORK SHAL L BE DONE IN ACCORDANCE WITH THE I I lo NOR MORE THAN I I .. 'El. 12.57• a I AND ARTICLE 680 N.E.C. 2007 EDITION. I 1 20' FROM WATER EDGE I i F.B.C. 2007 EDITION I ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING I - - - - - - - - - - - - - - - - - - I I I i_ _ _ _ _ _ _ _ _ 3 --------- -------------------- INSPECTION IS CALLED FOR AN APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS I I NOTE: I PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL I _ All Doors /Windows I I METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS LL 1 Alarms By Owner- See Note 22 CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM POOL I II WATER'S EDGE, SHALL ALSO BE GROUNDED. a I EXISTING A/C I w 15). POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING a I J a OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. i KNOWLES RESIDENCE i w -w -w -w LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK F. F. EL. 13.07 REINFORCING,AND PUMP MOTOR CASING. I N 16). FILTER BACKWASH SHALL COMPLY WITH THE FLORIDA BUILDING CODE I I I POOL EQUIPMENT 2007 R4101.20.1 ' i-�- - 1 (Screen Mechanical Equip. 17). POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING I I I CODE- 2007 R4104 EDITION. I At 36" " High with igh ) Planted I 18). TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM I I � I WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 1 HP BLOWER 19). UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF I I I Existing 5' High Wire Fence (See Note 7) UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF j I I HAS BEEN UTILIZED FOR DESIGN PURPOSES. 20). ALL TREADS SHALL HAVE SLIP - RESISTING SURFACES II I I II I I _ PER ANSI/NSPI -5- 2007.6.1.5 I I I I 21). ACCESS GATE REQUIREMENTS PER FBC 424.2.17.1.2, R4104.17.1.8, FBC -2007: I I I - GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING DEVICE, 54" (1372 mm) ABOVE FINISH GRADE ELEVETION. I I I I I - THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. LL -- - - -- - - - - -- - - - - - -- - - - - - -- - - -� j I - GATES SHALL OPEN OUTWARD AWAY FROM POOL. j - THE GATE SHALL HAVE NO OPENINGS GREATER THAN 1/2" (12.7mm) WITHIN 18" (457m -- m) _ -------- I � ` -------- - - - -JJ OF THE RELEASE MECHANISM. 22). WHERE A WALL OF DWELLING SERVES AS A PART OF THE BARRIER, I ONE OF THE FOLLOWING SHALL APPLY. R4101.17.1.9 FBC -2007: SITE PLAN I Gate w/ I A). ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE 10' / See Note 2) Self- Latching HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM SCALE: 1" = � g COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB AT 10 FEET AND IS EITHER HARDWIRED OR OF THE PLUG -IN TYPE. - I B). ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF- CLOSING, SELF - LATCHING DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING. Existing -/ Sewer Line y 23). THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007, SECTION 424. I / I � I 24). SOIL STATEMENT: BASE ON A VISUAL OBSERVATION, THE SOIL ON SITE C6 CONSISTS OF SAND AND ROCK WITH A PRESUMPTIVE ! y BEARING CAPACITY OF 2,000 PSF. THE MINIMUM I I BEARING CAPACITY REQUIRED FOR THIS PROJECT IS `' 1,000 PSF. IF OTHER CONDITIONS EXIST, THE CONTRACTOR I �/ EXISTING DRIVEWAY SHALL NOTIFY THIS ENGINEER FOR INSTRUCTIONS. A. LETTER WILL BE PROVIDED UPON EXCAVATION TO VERIFY I I 1 WEB B ER III, P.E. / I THE SOIL CONDITION. 5). ALL CLEANER SUCTION INLETS SHALL BE CONSULTING V E NGIN EE R PROTECTED BY AN APPROVED, PERMANENTLY INSTALLED, SELF - CLOSING FLAPPER ASSEMBLY AS __ __ __ _ __ __ _ __ __ __ __ P.O. BOX 220054 PER FBC -2007 424.2.6.6.5 OR RES. R4101.6.6.5, FBC -2007. / 75.00 PROPERTY LINE HOLLYWOOD, FL. 33022 PLASTIC PIPE SUBJECT SUNLIGHT EXPOSURE SHALL BE PROTECT AS y TEL. (954) 849 -5831 PER FBC -2007 424.1.6.4 OR RES. R4101.6.4, FBC -2007. 26). TERMITE APPLICATION PER FBC SEC. 1816.1. (IF APPLICABLE) FL. R R A.F E EG. . III, P.E. NO. 22203 27). REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM WATER'S EDGE .SUFFICIENTLY AWAY FROM 16' PARKWAY KNOWLES RESIDENCE WATER'S EDGE MEANS NO LESS THAN 22 INCHES (508tnm) FROM THE BARRIER TO THE WATER'S EDGE. FBC R4101.17.1.13. LOT: 22 BLOCK: ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT SUBDIVISION: COLLEGE HEIGHTS THE AID OF TOOLS. FBC R4101.17.1.2. (IF APPLICABLE) M M ADDRESS: 129 N.W. 109TH STREET CITY: MIAMI SHORES, FL. 33161 N.W. 109TH STREET DRAWN DATE: 10/15/09 A.F. WEBBER III, P.E. ORDER: 825 CONSULTING ENGINEER JOB #: 09 -163 FL. REG. NO. 22203 ------ ------ ------ - - -- ----------- - - - - -- - -- - - - - -- - - - - -- SALESMAN: BOBBY V.K. -- --- - - - - -- - ° DRAWN BY: LAN REVISIONS: AT SHEET 1 OF 3 �r t ... 0 V AN KIRK & SONS, INC. •• �' ` DATE: 10/17/09 — MOD Existing 4' High Wire Fence (See Note 7) 75 .00 ' P RO PER TY LI NE -- -- - -- -- -- -- -- -- -- - -- -- -- -- - -- - -- -- -- -- #8 AWG GROUND WIRE 360 AROUND POOL WITHIN 18" TO 24" = OF WATER EDGE. CONNECTED I � ' 00 TO FOUR EQUAL BONDING POINTS TO THE POOL STEEL AND M ' TO THE EQUIPMENT. �n I BONDING WIRE NEEDS TO BE - 4" TO 6" BELOW GRADE AND • .MARBLE SECURED IN PLACE. DECK Existing - Pool M.D ; 7 -0 = I Will Be Covered _ I g ® ® ® ® - ® ®® Existin ♦.. aa. iaa. a.aa.aaaa:..a................... aiaaes: ■a ■.aaa. SPECIFICATIONS �ia.aa■. . .i '� Driveway w.. .....: . ■a..a ■..aa..a ■ ■.a.:. ■.. : : ° : °.. •:::::::: ::: ::: :.. aa. ■... ■..a...... . ,.•;:° I SPA SIZE: 7' X 7' Spa Pump: Share With Pool Pump: ...... aa.. ■.. ■ ....■.....■ ■ . .... ..... ■ ■ ■. ■... ■. .. ■. ■.. ■. 1 Pentair Intelliflow 4 X 160 •• • . • ,. ♦ •■ai..uae.■■..e.■a...aa ■■ ■ ..wu■. euuu. ■u..■ .i:..■ ■ , •. ,.• 1 New 7'X 7 S a I SPA PERIMETER. 26 LF ■ • • • • ..■■a■u■... ....................... ... ...�' ® • ♦ ��� p _ _ _ _ ®_ ,� Variable S •.• Var Speeds VS 3050 . .... r ■■ ■.a■.■ . .....a......... - _ p '�•. . �� ® w/ +18" Raised , • -or • • • • • •• •• •• .• SPA SQ. FTG: 45 SF @ 60 TDH/ 160 GPM : 11 •• •� 30' -3 ',� = 6 '' , 1 I SPA GALLONS: 1,009 .•.... ••:.•: •. • I _ •. 1 ►1 FILTER: 200 CARTRIDGE �0 13 3 •••.••.••.• .• .•:.•• ••. •.••� o .�' 6 I u ... y SPA RETURN: 1 •♦ ••'• •• •• •• • •% . •• SPA TURNOVER RATE..1 ± HRS • ••,. ,. ,. ,. ,. ,.. ...'• •• ' ,.y.�. 1 Existing 4' High .•: ♦ . ' 6" 1 r l • ' ' ' ' ' :� I 1 10' -0" SPA RAISED: +1811 SPILLWAY SIZE• (1) 12 CBS Wall • • • : • • • •• • • • i 1 - 611 1 - 611 ` •, ♦, •, •• •• ••••'� . Existing i #---- - -• - -- 1 Bubbler w/ LED I AIR BLOWER: 1 HP •, ♦, •, •• •, ••.,•,•� •Z* 11 i , . SPA JETS. 5 Pool Depth ! :: ° (Typ. Of 2) 1 1 1 1 Y : 1. 1 •• :1 • \ I ■ ■ : .:1. ' 8.8 1 SPA LIGHT• (1) LED SALT SYSTEM: YES ......... .. o... .. . • . • . • • • • . • . I ■ ■ , ' Existing 5' Hi h (2) SPA FLOOR RETURNS: YES POOL ENCL.: EXISTING ... ♦ . .. I .. . • ............ I .. ., I .........•.•.•.:•� .:, I ..1 . • ... .. .... ... , .. g g fa..au..a...a.■...........au.a. a.. ■ - - - -a ♦ • 1• • • ♦ �• •• 1 ' • T j .......... % � }uauuuaas -ua a7 ■ ■ ■ +.■.......■.. a. a.. aa... ea.. aaa a.a.a.a..sa..v.a■.aa.■■aae■.■aa aaaaa.aa.aa ■aa■a■a ■a.aa..aa..• ■aaa■ ■.■ ..aaa..a. . • i ,1:,1 ,1 , ♦ 1,1,1 ,; ?.� L, , ri.: •. •♦ ■ ; .; .... a.... a■ a... ......... ■........ ■............ aa.... aaa. a. ...a.........a ................. ■....a...a.a.a..... ■........ .,.,. �,..•:.• :POOL 1 ;; Wire Fence ■a. ■...a ■ ■..... . ■..aa■ ... a.■. aa.. a■ a..■.. a....■...■....■.■.....: a: .:.... ■ ■..a ■ ...:......... ■ ■a:=: ♦ I I (8) DECK JETS: YES 400 000 BTU GAS HEATER 1 ■ ■•■ ... ■ ........................ ............................................................. .... ■.........................a ■a! ::: I ; ■ '1 Existing 4 High Wire Fence ; ::•;t : •••.• Beach Area (See Note 7) .• ■• ........................■■.■...■... ......... ■ ■... ■.aaaa■ ■.aa■■■■a■ aaa■ aa■■ a■ aa■ eaacaa■ aa■■ ......■■aaaca■■aaa■■.■ ■ ■ ■■■a■■. ■aa ■� . . _ , M a; j■ .......a ■.. ..■. sa■ a.... a... a ■a ■e.■...■.a ■.. ■.eaea ■.aaa.ae. as. ■.. a ■ ■........aa...aa ■... a ■ ..�',• ,• � ■ ■ ■ ■ ■ a. u■ua.■ ■a.■uauu..a....a. ■. ■.■ ■.■ ■..■..■as. ■ ■..a.. u.u.u• u • ■ as .a ■.aa.aeaa■ ■ ■ ■..aa ■u..■ ■ I . Deck Jet r See Note 7 ........a a.■.■■■■■.. a... aa..... ■ a.. ■ a.a. ■. a.. ■ ■ a..... aaa.■... ........■..... . ■....... ■ ■a......a.a ■a .......a :::a...:�• I ►1 11 �• „ . ; ; DECK TYP: MARBLE PAVERS CAP TILE ON STEPS &BENCH •, ,.r•- T ............... s as's ,:■ ;, ■ ■,; �■a■a.a■aa ■• e..■ as... sd..■ aa■.' v:=■ aa..■■■ a... a......■ a.. ...aa.. ■...a....aaaaa.e.....a.a I ' ♦ :, 1 Of 8 _ .:..;:.,.... ■ ■ ■ ..........................a. , .................................... .......... ..................... ........., • , . (Yp• ) : ................ a ......... .................................... .................a.........: + 6 k ; : , Dee �.•:•• I .- ;..........__...__._ ..__..I. ....................................... ............................... . ■.aa p i.�.•• :: VAC LINE: YES BEACH AREA: SEE PLAN His ------------- -------------------------------- - - - - --------------------------------- - - - - -- .■ 1 ; ■ ,;: - -- -- I ::'_,. V K Super o���:�•'' 35' 3t1 I ..:: :�;: ,, ; ; ;, : , , , ; , (4) POOL RETURNS. YES 2 BUBBLERS WITH Gate w I ,. Ga / ;:.•:.:: •••: I I Blue Gem i.•.� ( ) Self - Latching ; I ' ••.•' ■ ■, : ■ ■,:■ ,,,: I I I I o�,•,• I SKIMMER: 1 LED LIGHTS: YES 1; I , Self-Closing : :::: I I I , , ; 1 f ; �i,.t•• :: ■•::•::1• -•: I I Cleaning Line I , •. .•:• (See Note 21) °IE j w/ Vac Lock i o !�;:.• •':•' •••��',.. I A,F, WEBBER III P.E. Existing - °■' °° ° •'�� CONSULTING ENGINEER ;.:: I ■ .: I .■ .• ••.• Marble o in ..:..:.. • 1.:. • ; . Pool Depth ,, .•� .• .• .• p g 2 -1/2 To Pool Returns ::;::`:::: ■:: NOTES 11'•., •.,.•. >• . 1 -1 2 To Bubbler Line :' `� °: 1 - / " �j� ! • • . •: Marble ile `°°� P.O. BOX 220054 .. - :..::.. •:. I I GF I RECEPTABLE • ■ . - • • • . '' • •' •' ■ I:6:: I I I c : 1 . ;1 - - -- - -1 1 - �' 1 . :••;••' HOLLYWOOD, FL. 33022 / 2" To Deck Jet Line # 1 °'' °'' ` OLL :• : °' I ' SH LL BE LOCATED : - - - - - -- ------------------ �--- - - - - -- - - - - -� 1 ...,. , , ' 1 ; -' 1 I p� TEL. (954) 849 - 5831 2" To Vac Line :; NO CLOSER THAN a s 2" To Skimmer ° °' ° ° ° ° I :••;•;.•• Pool Deck I p., A.F. WEBBER III, P.E. .;: 10' �OR MORE THAN 1 11 . . . . ' . ® ® ® ® ® ® ® ® ®� ® – ® ®®® ® ® ® –® . ' O FL. REG. NO. 22203 1 -1/2 To Deck Jet Line #2 ° ° :: � : ' ' ' ::::........:: :. k.................... .....■ ........................:. . ■ :..::: : ::...•. ;: •' El. 12.57 ...:. ■:..::.. I I 20 FROM WATER EDGE : �:. a�.... aaa........ ■......a... ■.......: - .aw .. a I �.a.. a.a..■ ■.. a. a: a. a.■. a. .a...a....a...■.....a.a.a.aa... ..... ■.. ■... .... .... 3" To Wall M.D. #1 :° °: °`,: IE E I .... I s.I..' ::; :::a. I I Cap Tile On I d' 3" To Wall M.D. #2 ■��' ' ' I MARBLE : I I I KNOWLES RESIDENCE 3" To Spa M.D '' 1 ' ' ' ' DECK Steps &Bench I �, .,■ ■, , ■,, i N .• . ---------- - - - - -- ---------------------------------------------------------- L--------------------------------------------------------------------------------- 2 -1/2 To Spa Flr. Returns • I LOT. 22 BLOCK. 2 2" To Spa Wall Return ' :�� •: � 51 � : � • ' SUBDIVISION: COLLEGE HE 2-1/2" To S a Jets 2 To Blower- 1 :::; - •:. ■•:..:::. NOTE: I : : : ;::;:: ■ ;;;: , , ADDRESS: 129 N.W. 109TH STREET .. .. I All Doors / Windows I , L - - - -- I Alarms By Owner- See Note 22 CITY: MIAMI SHORES, FL. 33161 I ■ : ; ;. I I DRAWN DATE: 10/15/09 A.F. WEBBER III, P.E. :;:::::1 XISTING A/C ...` ■ ■ ■ ■ ■1 ■... JOB #: 09 -163 FL. REG. NO. 22203 ORDER: 825 CONSULTING ENGINEER `''` ■` ■` ■'`' �� ;; . ■ ■. ■ ■:.■ :::■ I ' RESIDENCE � � SALESMAN: BOBBY V.K. 1 ' ' r1/ ••: ■•::•• •:�• I , I I p°'', :: ; :: ■ ::: 1: ; :: a. W ;;; .. ; ,. ;1 „ I � BY. LAN ■, ■• ::: I ® ::; :::::::::: I F. F. EL. 13.07' p 1 `` ° � .• ::•:::• ' I EVISIONS: POOL EQUIPMENT I /K ,.0 POOL PLAN : ■ ■.. ”" ('Screen Mechanical Equip. M ; . �.... N .� ...... � � I With Shurbs Planted � � .SHEET 2 OF 3 • ! ®o , rt — 1 " I I I I ♦. SCALE 1 /4 —1 -0 -- I At 3 6" High) A M ■....a.a..■ .■ ■ g ®... ® . I .Q 1 HP BLOWER I KRK & SONS, INC. o" r DATE: 10/17/09 • • o o f . . 1' -0" 34" EXISTING 18 BN COPING Pool Water Level EXISTING EXISTING MARBLE PAVERS SET IN SAND WTR LEVEL - BN BRK/ ON COMPACTED FILL ° # 10" Horizontal COPING 3 @ Pool Water Leve Dark Color Tile Contrasting °O I POOL 1 �1 With Interior Color Of The Poo . SLOPE 1/8-l= Min. 2" In width on The Tread. WATERLINE _T_ i 1 _ _ #3 @ 10 Vertical EXISTING 3 o POOL FLOG Existing Pool Wall I I I IIIIII IIIIII IIIIIIIIIII VIII) 5 ark Color Tile Contrasting EXISTING I • — .. — .. — .. — - — • • o I I With Interior Color Of The Pool. • Min. 2" In Width On The Tread. (2) 10" Dia. M.D's w/ POOL TILE J # 3 At 10" O.C. Each Way — ,. — — . — — . ,- , ..� & Riser For Full Length Of Steps. Anti- Entrapment Covers • & Grate secured w/ EXISTING POOL WALL — — — — — — — Amper Proof Screws BENCH @ 2nd STEP DETA # 3 At lo" O.C. Each Way Existing Pool Wall N.T.S. ENTRY STEP DETAI DECK DETAIL Scale: 1/2' – 1' -0' N.T.S. L ONGITUDINAL POOL SECTION N.T.S HEATER WATER LEVEL FILTER POOL PUMP MOTOR(S) TILE _ = j -.., �.' FORMING (4) 5/8" DIA. X 4" ° �Ifl SKIM E SHEELS BOARD DECK LADDER HIL TI KWIK BOLT V!J 6" THICK REINFORCED DRAINS THROAT CONCRETE SLAB PER 8 -0 SP 1078 FLAPPER VALVE POOL &D F.B.C. 1820.3 RE VORC 4 It II ( 4 1 2 DIA. X D ELF RELEASING ) . ASSEMBLY AN S WATER Spillway Spa Beam _ ,. , -• " - - �° HIL TI KWIK BOLTS SPRING LOADED CHECK VALVE CIlZCULATIN FENCE METAL R FRAM S P MENT DOOR - E UIP - Q And Coping Water 2 -45 ELS ECT, 5 FT GENERALD NOT E: ` EPECTERICAL POOL 1). POOL MECHANICAL EQUIPMENT ANCHORAGE HAS COVER Q TO FILTER PUMP = MOTOR BEEN DESIGNED T COMPLY-WITH .WITH F.B.C. 1 GROUND FIXED METAL< s Fr G O Y C. SECT. 30 .13 Pool BAR FROM WATER EDGE Q . ALL 2 ) EQUIPMENT SHALL BE PLACED ON A SINGLE Coping = EQUALIZER COMMON BONDING DETAIL EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. W/ VALVE �- POOL SKIMMER DETAI N.T. COMMON BONDING WIRE PERMITTED TO BE: EQUIP ANCHORING DETAI ``� * STRUCTURAL REINFORCING STEEL RODS THAT ARE N .T. S BONDED TOGETHER. „ * WALL CIF BOLTED OR WELDED METAL POOL. 18 h Hi M g Existing 150A­ COPPER OPPER CONDUCTOR N0.8 OR LARGER. 6" Wall w. # 3 At 6" O.C. Each Way Bench House Panel 3 #8 AWG *B ONDING AND SPA WITHIN 8' TO 24 OF W WATER T HE EXSITING SUB- PANEL Or W. 2 Mats O f # 3 1 #10 GRD CONNECTED TO FOUR EQUAL BONDING POINTS TO THE ]POOL STEEL AND TO EQUIPMENT. At 10 1i O.C. Each Way 3/4 „ COND. © WATER PROOF #3 @ 10” O.C. Each Way Spa Floor JUNCTION Bo . M 12 VOLT 10" Dia. Spa M.D.'s w/ J.BOX(ES) TR TRANS- FORER BOX Anti- Entrapment Covers 48 cLR & Grate Secured w/ 3" To Pump 10" Dia. M.Ds w/ STAKE Anti-Entrapment Co Amper Proof Screws 3- #12 & Grate Secured w /vers TO SUB -PANEL 18� SPA DETAIL 1/2" COND. 3 #12 Amper Proof Screws 1" PVC COND. 1 11 COND. N.T.S 1/2" Cond. 14/3 SJT W -A DBL INS. 400,000 BTU s 1„ W/P LIGHT CORD O� - Gas Heater — Salt Chlor. \— P.V.C. MAIN SUCTION POOL LIGH / (2) 12V LED Pool Lights LUGS W/ APPROVED 3M T BRICK POOL PATIO 1 z (1) 12V LED Spa Light 1 HP Blower #3 @ 10" O.C. EA WAY \-P ERFORATED SILICON POTTING 3� P� 2' WELL POINT IN 6 C.Y. CLAMP DRAIN ROCK (MIN.) ADD HYDROSTA E� POOL ELECTRICAL SCHEMATIC TIC VALVE 2 WET NICHE LIGHT DETAI 12" 2BIe� r r� a, N.T.S Pentair Intelliflow MAIN DRAIN DETAI N.T.S. APPROVED HANDHOLD z v pY f MAX. SPACING @ 48" N.T.S. WTR �. v '° y� r 19 $Z��� Anti-Entrapment D Covers HANDHOLD DETAIL � � 2 , ti P112. �� &Grate Secured w N.T.S. (IF APPLICABLE) �IZ �Iti $� 11 1 S � 'ts� / D1 P oo l -p' 10 a. oo / S� O o Amper Proof Screws ���� v $ A�` Anti- Entrapment Covers lP oA &Grate Secured w/ O� NOTE: SECTION CONFORMS 2 s s�'c Amper Proof Screws TO F.B.C. 2007 . A.F. EB .III P.E. ". 6 �- CONSULTING ENGINEER NOTE: SECTION CONFORMS TO F.B.C. 2007 G 6aN,; ,,ti 2 .11' N '� P.O. BOX 220054 $tio` d S 0 3" SUCTION PIPE r 0� HOLLYWOOD FL. 33022 112 As o Pool Pump: Pentair Intelliflow 4 X 160 p' TEL. (954) 849 -5831 11ti �' Y Variable 4 Speeds VS 3050 �� P 1 A.F. WEBBER III, P.E. ¢ c ° 0 CA @ 60' TDH/ 160 GPM FL. REG. NO. 22203 A ll `'�2 3 $A ? (ANSI - ASME A 112.19.8M 2007) �= �A� 1P SPA MAIN DRAIN KNOWLES RESIDENCE POOL SIDE WALL DRAINS DETA - N.T.S CONNECTION DETAIL LOT: 22 BLOCK: 2 N.T.S SUBDIVISION: COLLEGE HEIGHTS 8' -8 ", Waterline ADDRESS: 129 N.W. 109TH STREET �d a A LA (Per ASME /ANSI A 112.19.8M -1987, _ ASME A112.19.8 -2007, APSP -7) CITY: MIAMI SHORES, ... .. ' ... • ... j #3 @ lo° Horizontal �N� ° N� 3 � i+ Part Number: A ua Star 10)AVDD 101 FL. ' 3 3161 Dark Color Tile Contrasting __ #3 @ lo" Vertical z Description: Round Anti- Entrapment Suction Outlet DRAWN DATE: 10/15/09 A.F. WEBBER III, P.E. With Interior Color Of The Pool. Min. 2" In Width On The Tread. Size: 10" ORDER: 825 CONSULTING ENGINEER z 3 Open Area: 11.2 in Existing Pool Wall JOB #: 09 -163 FL. REG. NO. 22203 206 GPM @ 5.8 f ps #3 @ lo° O.C. as ��° p SALESMAN: BOBBY V.K. Pool Wall Each Way $�� 3 Floor Flow Rate: 206 GPM s v Wall Flow Rate: 96 GPM DRAWN BY: LAN 3 This product has been tested to ANSI /ASME 112.19.8 -2007 (addendum 8a -2008) 9 �o per § 1404 of the Virginia Graham Baker (VGB 2008) Pool and Spa Safety Act. REVISIONS: a �� �. s Certified b : Underwriters Laboratories, Inc., 2929 E. Imperial Highway, 0 m E; " g Y P 0 BEACH AREA DETAIL PIPING SCHEMATI suite 100 Brea, CA 92821 -679. .•• Scale: N.T.S. 1 N.T.S. °�� ��r SHEET 3 OF 3 d �.. a • O N I • • . © KIRK Q ' NC . ° ®° • • V CX. DATE: 10/17/09 G I .. • ••• E'•• O • • a.. POOL REQUIREMENTS: SELF - CLOSING/ SELF - LOCKING PERMIT GATES REQUIRED _ Ag'(6w FENCE: 4' H I GH . , ��11V l SHORES %OILL.A ' IF AND NC}N CLIiUlI3AEL NEIGHSGRS REMOVE FENCE/ WALL O WNER MUST REPLACE DA TE WITH A 4' FENCE ON OW NER'S PROPERTY too 4 4� a Y —C) _ ) �O SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS S i t'