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'® > J C i i N Child Safety Method: • WET DOWN GUNITE TWICE DAILY FOR SEVEN DAYS CMP Channel Drain Pool area to be screened 5' 1 X Pool area to be Fenced _ 2.5" Trunk Child Safety Fence STANDARD 40' Door and Window Alarms — Gates to be self - closing and self - latching. 92' To P/L 449' To P/L 55'6" 4 Deck Jet w/ Gva ih Deck Jet w/ Gva Deck Jet w/ Gva WnnmmUnummIMm ‘ I ■ , ex18" + + • .,--- — ■ ■ Bench 6'x18" C ■ Bench C ■ ] t 0 skimmer p — ■ C - - If. 40' - z Cmp — 7' C I� Channel N +� 8'6" Drain Color Logic ■ Color Logic - l■ a-->- 5' Deep Co 3'6" Deep KO C 3'6" Deep =skimmer p s'x1s" C Bench L' 70 Cleaner Line A ■ Tiled Summer Kitchen - inommunmia®®air11m1111minm limminnlllllnllllll 111 NTS :� �® o ■ m. t® ■ 1 step depth S e ■ ■ 10' P la C Jmbrella Sleeve I ] I_ l F2111111a11111111111111111111h1M • 4'x8' Flush Spa w/ four jets, Future Covered Tile tiled spillway r 6 " — color logic and s_______ cmp channel drain L L - 11 City of Atlantic B Ott Planning and Zoning C s________ This approval verifies complier zoning, subdivision and c Future Covered Tiled Porch development regulations, but c approval for the issuance of pe with Florida Building Code and local, State and Federal perm must be verified by signature o1 Beach Building Official jor to Building Permit. . Approved By: Com n ev A Date: �� c Residence c Door and Window Alarms To Be Installed E S S SC 1/8 " =1'0" . . . . . . . . . _ . . . . _ . 4 . V . Q / 0 1.. . --.1 1- • ----1 1 --/—. -:-.4-\ / ' --•' .. ....., / ?i , 0 2 2 2 • %, . --:117. 4 i \_) z E, ---1 t.- 11 L. 1 \ -,...---,-----i.7.-- •., - - -. - ); — __,.:. (2__ (:,--,,. . 61`, 4 1 ■ , 6 i L'` r r.. . • . —I , ( C) . ., 0 r\JI I ..,,i ! .‘,. '-, •='; , r- !...,.. f:f) c F - - , ,.. "•---- • (..) — 'Lis -, H 1 ''''•. -' e - — — " "'- CO P ' Th 0E) Lu k 1 1 VI 1 Y?-- c Q is, 1 - , cl -- ....,) • J , \ - -- ki -1 Lu ct . z I en .,_ _. 1 . 01 - •: I - — d„ N .. , 1 , 0 ci t , 0 \ , 1 -) „ _4. ... 0 4 1 kr3 1 . . \ • .. \ 1 \, • s, , - --j ' 9_, -r .,..,.,...,_ • - o \ 1 0 Cri c) fa ' :, ) ,,,._ l ----...? — _ Q/ • Q 2.-• ) 1 $ .( ---i 17/ c/ 92 o94 2 1 li ,.. 0 Q) 1 4.1 Lu . ____.... —,....._ Child Safety Method: WET DOWN GUNITE TWICE DAILY FOR SEVEN DAYS ( CMP Channel Drain Pool area to be screened � ' 6" 5' X Pool area to be Fenced _ 2.5" Trunk _Child Safety Fence STANDARD 40' Door and Window Alarms Gates to be self - closing and self - latching. 92' To P/L 4L9' To P/L 55'6" y Deck Jet w/ Gva P ih Deck Jet w/ Gva Deck Jet w/ Gva . I19H111111111111111111111111111/ 1111111111111511111111111111111 1111111111111111111111 % a � cc cc co ■ C Bench I I 6'x16" ■ Bench ■ ■ 01 s kimmer =_ ■ J ■ 40' 2 7' MI Channel iv 1 11 8'6" Drain o Color Logic e a Color Logic - E ■ ?3.-->- 5' Deep N 3'6" Deep 0 — C 3'6" Deep =skimmer 1 6'x16" ■ + Bench ■ ■ A Cleaner Line '` ■ ■ ■ Tiled Summer Kitchen _ e®o rma000ioomuaPunmm�nnul1nmm�nnunmmnnnnnnnnn NTS ° � 1I o ■ C - to ■ ■ 10 ■ 1 step depth !� r 10' %IIIIIIIIlllll11121lllll►\ C = mbrella Sleeve \ LI �611111111111111111111111111111OM j 4'x8' Flush Spa Future Covered Tit( w/ four jets, tiled spillway 6" ° color logic and s_______ cmp channel drain L LJ 0" Future Covered Tiled Porch A c Residence c Door and Window Alarms To Be Installed E S S SC 1/8" = 1' 0" ______ _ GENERAL NOTES LENGTH 1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. WATER __ / 2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically POOL LINE ,.r; applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete STEP Decks shall be 2,500 psi. Concrete construction will conform to AC1 Standard 318. �o o 3. All Pool construction shall comply with Florida Building Code Building 2007 and "co v) Florida Building Code Residential 2007, together with 2009 Revisions, ANSI /NSP v , National Standard -5 for Residential Inground Swimming Pools, ANSI /NSP National POOL STEPS: °�.,�� Standard -3 for Permanently Installed Residential Spas, ANSI /APSP -7 American RISERS: 12" MAX. �.v ,.,� National Standard for Suction Entrapment Avoidance In Swimming Pools, Wading TREAD: 10" MIN. (240 SQ. IN. MIN.) Pools, Spas, Hot Tubs and Catch Basins and the Latest Adapted National Electric Code (NEC). POOL SECTION 4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless otherwise noted. (LONGITUDINAL) 5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3 CONCRETE bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up TOPPING to 6'. Over 6' use #3 bars at 6" on center vertacally and 12" on center ORGANIC horizontally in the areas over 6'. FIBER MEI. If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1 — #3 BAR CONT. IN 5" THK WALL. 4' -0" cover shall be 3 ". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2 — #3 BARS CONT. IN 8 "x8" minimum cover shall be 111 ". BOND BEAMS) 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be °o bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper WATER ` VVAC% Wire to be run internally and externally with the NEC approved PVC Light Conduit UNE . o z t form the Light Niche to the Junction Box. Completion of the pool grounding to the - ~ ` l Electrical Panel Ground to be by Electrician. 7. B9 all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not separated by a permanent barrier, if within 5' -0" Horizontally from Water and MARBLE ) ~���° U.L. 12' -0" Vertically of Maximum Water Level. PER • ,�� UGH] 8. Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH :�` LIGH1 ' Latest Adapted National Electrical Code (NEC). ..,../ APPF 9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to ��� OR p provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in 94/v WIRE excavation shall be removed in its entirety and the area shall be backfilled with STEELTIX (OPTIONAL) acceptable material and properly compacted. Where unsuitable Material cannot be #3 BAf removed, the pool must be redesigned. POOL STRUCTURAL DED 10. The Contractor must protect Existing Structures from failure by acceptable methods if required. The Engineer accepts no responsibility for the safety of Existing VARIES 18" Structures. COPING 11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT Required Setback areas. Pool Contractor and /or Owner shall verify the layout and WATER PLAN If N all dimesions shown prior to construction. UNE -.``�� ' L 12. Contractor shall determine the location of all Utilities in relation to the Pool and its co i 3 I Equipment and ensure minimum clearances in accordance with Local Regulations T i! 5" THERAPY #O.0 and Ordinances. r_& LINES 13. Contractor shall provide adequate Temporary Fencing around the construction area " to to prevent unauthorized entry into the Pool Area. 1 4" 1 1 W 1 RETURN 14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. In - � � � LINES 15. All Structural, Filtration and Electrical details outlined in these drawings also relate 1 �� RI : v4; r ' ° �' . g GUNITE to Spa Construction. `` . .. ' REBOUND 16. All Pool and Spa Heaters shall be equipped with an On /Off Switch mounted for #3 BARS O (2) 8 "0 ANTI — VORTEX easy access to allow the Heater to be Shut Off without adjusting the Thermostat 12" 0.C.E.W. DRAINS SEPARATED BY 3' settings and to allow restarting without relighting the Pilot Light. C 17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS TYF be eliminated. The Owner must consult a Contractor experienced in eliminating Uplift Pressure. • I 1 MAIN DRAIN UNE SPILLWAY PER 6x6 GLASS —BLOCK AM 2 SKIMMER UNE CONTRACTORS POOL MOUNTED IN 2,500 psi tiffr 11 i l CEMENT (IF SPECIFIED 3 WASTE UNE COPING PLAN ) 4 RETURN UNE 3 5 PRESSURE CLEANING ��� WATERLINE TILES . .. ∎7 �.1 ■ © ©fI© ■ ■ ■t . WATER UNE (OPTIONAL) • � } UNE A HAIR It LINT STRAINER § a A 5 B RECIRCULATION PUMP `_ ' ___,411 ___,411 NTERIOR • 4 .4 " C FILTER D IN —UNE CHLORINATOR - • 1 2 (OPTIONAL) #3 R :: • ' 0 12"Lrr 1 E HEATER (OPTIONAL) 0.C.2 . SE] FILTER SYSTEM RAISED SPA DETAI 1i I REVIEWED 1 f Directions To. Site: Child Safety Method: WET DOWN GUNITE TWICE DAILY Beach Blvd East to Hodges FOR SEVEN DAYS CMP Channel Drain Pool area to be screened " 5, '6 L- Hodges & AI Ls R- Atlantic Blvd Pool area to be Fenced _ 2.5 "Trunk L- Seminole Rd STANDARD Coast to Coast Since 1954 Si 1954 PHONE: 904-620-0090 Child Safety Fence L- Selva Marina Dr (1750) State Certified Pool Builder FAX: 904 - 620 -0206 40' Door and Window Alarms CPC 1456765 Gates to be self - closing and self- latching. Contact Kathy @ 962 -4379 GENERAL POOL SPECIFICATIONS 92' To P/L • MAX. WIDTH: 20'& 28' MAX. LENGTH: 40' 4�9' To P/L 55'6" 45' To P/L PERIMETER: 136 SURFACE AREA: 878 SF V� -7/ n/� POOL DEPTHS: 3'6" ft. TO 5' ft. TO 3'6" ft: Deck Jet w/ Gva ih Deck Jet w/ Gva Deck Jet w/ Gva EXCAVATION Gallons: 26269 DECKING g9111111111111111111111111111IIIIIIII1111111111111111111111111111111111111111115111111111111111111111111111111111111111111P TYPE: Standard co REMOVE DIRT: BH TYPE: 6" x 12" Travertine 1019 SQ. FT. 6'x1 s> REMOVE STUMPS: None COLOR: Choice at BH Bench 65x18" C ■ i m i Bench _� REMOVE FENCE: Homeowner RISERS: None 1 p ■ REPLACE FENCE: Homeowner TOP EXISTING: None 0 SQ. FT. skimmer p REMOVE CONCRETE: 0 SQ. FT. DECK DRAINS: None LF 40' PLUMBING FOOTERS: None * LF cmp 1 8'6" Drains= CMP Channel Pipe: 3" EQUIPMENT T C hannel Iv I� SUCTION RUN: 38' Pipe: 3" I� Drain Color Logic Color Logic — w FILTER RUN: 34' Pipe: FILTER TYPE: Cart SIZE: 450 5' Deep o RETURN LINES: 8 Jetflow Pipe: 2.5" ''PUMP HP: 2 hp SPEED: 2 a-->- 'Co 3'6" Deep WATER FEATURE: (3) Deck Jets w/ GVA Controller: PS -8 3'6" Deep =skimmer ELECTRICAL SANITIZER: Salt + Ozone 6'x18" RUN BY: BH FEET: 100 LIGHT: (2) Color Logics Bench GUNITE CLEANER: Cleaner Line Only G 7. Cleaner Line _ WATER FEATURE: (3) Deck Jets w/ GVA Tiled Summer Kitchen = � ��oiucormo® nipmm�llmnmlillmnnnnunmunmmmnmmI SWIM - OUT /LOVESEAT: (3) 6' x18" =�' 9n _ = EXT. 2nd STEP: None BOOSTER PUMP: None NTS =— �® o E R.B.B. None IN X None FT HEAT PUMP: None SIZE: None in ■ i` R.B.B. None IN X None FT 1 step depth a® y HEATER: 400 K BTU: NAT - J R.B.B. None IN X None FT (CIRCLE O N E -' 10' 1 z COPING SPA mbrella Sleeve \ r�1111111111111111111111111111111w •O' ] • — LJ --- L TYPE: 6" x 12" Travertine (same as deck) SIZE: 4' X 8' Flush 4'x8' Flush Spa TILE PLUMBING RUN: 54' w/ four jets, Future Covered Tiled Porch TYPE: Choice at BH NUMBER OF JETS: 4 tiled spillway GLASS BLOCK: None BLOWER HP: 1.5 HP 6 ,� ° color logic and OTHER: None � _ cmp channel J -box INTERIOR FINISH LIGHT: Color logic drain • DRAIN: CMP Channel TYPE: Smart Pebble Lifetime warranty L U COLOR: Choice at BH City of Atlantic Beach ADDITIONAL SPECIFICATIONS: Elevations not determined 0" Planning and Zoning Department w 8' x 10' Sun shelf w/ umbrella sleeve This approval verifies compliance with applicable p 8' zoning, subdivision and other local land O Future Covered Tiled Porch development regulations, but does not constitute BUYER approval for the issuance of permits. Compliance 3 , Please Initial with Florida Building Code and all other applicable Approve the Above Specifications: local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Approve the Equipment Location: Beach Building Official ppyy'or to the issu nce of a Customer's Signature: Date: Building Permit. / Approved By: ! Iidef Name: Ondrejicka # 1177 A Comfrren ty&vei meek Qirector — C Date: �� �wv 11 / Door Address: 1750 Selva Marina Dr City: Atlantic Beach Residence C Jurisdiction: Duval Zip 32233 E oor and Window Alarms To Be Installed - S 1 I ^ °� �- 11 Home Phone Number: 904 - 982 -4552 Business Phone: 904 - 962 -4379 s aoc- 9 5 - 5 - 1 Lot: 8 Block: NA County: Duval Pb / Pg 30/29 -29A SC 1/8" = 1' 0" Subdivision: Selva Marina Dr Unit 5 Designed by: James Love EMAIL: ioamcoe,gmail.com n — —. . . . / 4. -.i . . - • . • --- ....., ft) .s.. P. • - . (1.1 .. i a: : . . -,, . .... ...o ,'...-- — — 1.- ,...., -- ' - C.;..) cfnb • . , . t■ . 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L) „ „ Li • ''' E T .,v) cr cy ,_ ,. ...- cy cti , - u..■ 0 a) C1 J ________ „_.__._I__.__________--- . . --- _ _ . - - _ ..... . „. i 5- 59/00 Directions To Site: Child Safety Method: WET DOWN GUNITE TWICE DAILY Beach Blvd East to Hodges FOR SEVEN DAYS CMP Channel Drain _ Pool area to be screened 3'6" 5' 3'6" L Hodges & ti 0 Ls X Pool area to be Fenced L 1 2.5' Trunk R- Atlantic Blvd - L- Seminole Rd STANDARD Coast to Coast Since 1954 PHONE: 904 - 620 -0090 _Child Safety Fence L Selva Marina Dr (1750) State Certified Pool Builder Since 1954 FAX: 904 - 620 -0206 40' CPC 1456765 Door and Window Alarms Contact Kathy @ 962 -4379 GENERAL POOL SPECIFICATIONS Gates to be self - closing and self -lat hing. 92' To P/L MAX. WIDTH: 20'& 28' MAX. LENGTH: 40' 49' To P/L 55'6" 45' To PA/�L PERIMETER: 136 SURFACE AREA: 878 SF \A y-f , �y /V POOL DEPTHS: 3'6" ft. TO 5' ft. TO 3'6" ft. Gallons: 26269 Deck Jet w/ Gva cn Deck Jet w/ Gva Deck Jet w/ Gva EXCAVATION DECKING ��111111111111111IIIIIIIIIIIIM Hull! IIIIIIIIIIIIIIIIIII11111111111111111111111 11111111111111111 [11111111111111111111111% TYPE: Standard TYPE: 6" x 12" Travertine 1019 SQ. FT. REMOVE STUMP: None - CL EN REMOVE DIRT: BH 00 . COLOR: Choice at BH 6'x18" ® ® 6 'x18" Bench C REMOVE FENCES Homeowner RISERS: None Bench E ■ REPLACE FENCE: Homeowner TOP EXISTING: None 0 SQ. FT. 01 REMOVE CONCRETE: 0 SQ. FT. DECK DRAINS: None LF ■ s kimmer .. C FOOTERS: None * LF 40' z PLUMBING cmP I 8'6" = 3 EQUIPMENT 7 I Drains= CM Ch anne l Pipe: � I) Channel iv ( : Drain ° - Color Logic = SUCTION RUN: 38' Pipe: 3 FILTER RUN: 34' Pipe: FILTER TYPE: Cart SIZE: 450 E, Color Logic — 5' Deep E o RE LINES: 8 Jetflow Pipe: 2.5" PUMP HP: 2 hp SPEED: 2 iS , ■ Eo 3'6" Deep C WATER FEATURE: (3) Deck Jets w/ GVA Controller: PS -8 ■ N 01.0 E LECTRICAL SANITIZER: Salt = 3'6" Deep skimmer LIGHT: (2) Color Logics ■ RUN BY: BH FEET: 100 ( ) 6'x18" = CLEANER: Cleaner Line Only Cleaner Line A Bench ■ ■ GU NITE WATER FEATURE: (3) Deck Jets w/ GVA Tiled Summer Kitchen =- in % I SWIM- OUT /LOVES (3)6'x18" o��COD�IIIIIIIIIIIIIIIINIIIIIIIIIIIilllllllllllllllllllllllllllll EXT. 2nd STEP: None BOOSTER PUMP: None NTS S te' FED p- ,p p R.B.B. None IN X None FT HEAT PUMP: None SIZE: None 0 _ R.B.B. None IN X None FT HEATER: 400K BTU: NAT - 1 step depth ! R.B.B. None IN X None FT (CIRCLE ON I 10' 11111111111111111111111111\\' COPING SPA C mbrella Sleeve ! i ❑ TYPE: 6" x 12" Travertine (same as deck) 4' x 8' Flush 1IIIIIIh 'IIIIIIIIIIIIIIIIIIIhiI6- U U �' - U ( ) slzE: 4'x8' Flush Spa TILE PLUMBING RUN: 54' w/ four jets, Future Covered Tiled Porch TYPE: Choice at BH NUMBER OF JETS: 4 tiled spillway GLASS BLOCK: None BLOWER HP: 1.5 HP 6 „ color logic and n OTHER: None � _ cmp channel ' I J -box INTERIOR FINISH LIGHT: Color logic drain • DRAIN: CMP Channel TYPE: Smart Pebble Lifetime warranty U U n COLOR: Choice at BH 0 ADDITIONAL SPECIFICATIONS: Elevations not determined 0" LLI 8' x 10' Sun shelf w/ umbrella sleeve s_ 8' * o Future Covered Tiled Porch 0 - BUYER Please Initial 3' Approve the Above Specifications: Approve the Equipment Location: Customer's Signature: Date: Name: Ondrejicka # 1177 - A Address: 1750 Selva Marina Dr City: Atlantic Beach c Residence Jurisdiction: Duval Zip 32233 C E Door and Window Alarms To Be Installed S 11 Home Phone Number: 904 - 982 -4552 Business Phone: 904 - 962 -4379 s acd0 sG Lot: 8 Block: NA County: Duval Pb / Pg 30/29 -29A $ C 1 /$" = 1' 0" Subdivision: Selva Marina Dr Unit 5 Designed by: James Love FM011 : ioamcoepmail.com GENERAL NOTES r LENGTH 1 LADDERS ARE TO BE 6" WATER COPING WATER �i, CROSS BRACED PER ESCUTCHEON 1 :4` MANUFACTURERS SPECS PLATE 1. For pool plan, size, deck, and special details, see Contractors Pool Plan. WATER ( UirE TILES LINE r / / �\� 2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically `'.• POOL UNE u - ) DRAIN COVER /GRATE 1 4 MIN. ;;�� " S.S. LADDER Ilk POOL applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete ? STEPS w 5" MUST CONFORM TO N 18" MAX / ,;� '\ WATER �o I;I,Jt!, " " DECK Decks shall be 2,500 psi. Concrete construction will conform to AC! Standard 318. ,. f THE LATEST EDON I'5" � 3. All Pool construction shall cam ` % %. POOL LEVEL EXPANSION Ply with Florida Buildin 9 Code Buildin 9 2007 and cn LIGHT OF ANSI /ASME WED E REQUIRED Florida Building Code Residential 2007, together with 2009 Revisions, ANSI /NSP 112.19.8 • • SUP RESISTANT JOINTS AS G National Standard -5 for Residential Inground Swimming Pools, ANSI /NSP National POOL STEPS: \. . � TREAD SURFACE ANCHOR '!''i Standard -3 for Permanently Installed Residential Spas, ANSI /APSP -7 American RISERS: le MAX. 1. • • Entrapment voidance In Swimming DUAL SUCTION OUTLET AND APPROVED GRATE '�!�'� ^� National Standard for Suction ools, Wading I : ADDtT10NAL CONCRETE P 9 9 TREAD: 10" MIN. (240 SQ. IN. MIN.) W!TH 3' –O" OF SEPARATION CENTER UNE TO ' i UNDISTURBED AS REQUIRED FOR Pools, Spas, Hot Tubs and Catch Basins and the Latest Adapted Notional Electric CENTER UNE OR APPROVED CHANNEL DRAIN i SOILS 3" MIN. TO 6" MAX Code (NEC ). POOL SECTION SET INTO CENTER OF STEEL GRID AT THE (NO VOIDS) BETWEEN TREAD STURDY INSTALLATION 4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless LONGfTUDINAL POOLS DEEPEST POINT AND POOL WALL RUBBER 15" POOLS #8 BARE, SOLID, COPPER otherwise noted. ( ) SWIM —OUT DETAIL BUMPER CONDUCTOR TO SHELL 5. M Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3 CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT REINFORCING bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up TOPPING ON COMPACTED GROUND W/ ALL DECK OVER ORGANIC MATERIAL REMOVED. 4" NOM. THK. W to 6'. Over 6' use #3 bars at 6" on center vertically and 12" on center W/ 8" POUR OR TYPICAL LADDER DETAIL horizontally in the areas over 6'. FIBER MESH OR 5' NOM. THK. W/ #3 REBARS. BRICK COPING If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1 – #3 BAR CONT. IN 5" THK WALL. 4' -0" JUNCTION BOX MINIM) S #8 AWG COPPER WIRE cover shall be 3'. With a Barrier (Steeltex) between Concrete and Earth, the (USE 2 – #3 BARS CONT. IN 8'x8' , " (BY OTHERS) � I LINE TIME ii minimum cover shall be 1)¢ ". BOND BEAMS) 00 t TO SERVICE CLOCK 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be WATER •� » TO TRANSFORMER ! 6 " OF 1 – #3 BAR PANEL 1 bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper '� S'�' % % %' "! (BY OTHERS) WATER CONT. IN 5" UNE 2 – #3 BARS SPST TOGGLE Wire to be run intemall and external) with the NEC a roved PVC U ht Condu N /, UNE W.P. Y Y PP 9 co z o z ,� CONT. IN THICK BOND SWITCH` form the Light Niche to the Junction Box. Completion of the pool grounding to the ``J „\ \,ILES BEAM 4' -0" DISC. Electrical Panel Ground to be by Electrician. \ 8"X8" BOND 0 { JUNCTION 12V V 7. Bend all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not i ���` `� BEAM 5" 5' POOL BOX TRANS. separated by a permanent barrier, if within 5' -0" Horizontally from Water and MARBLE ~ U.L. APPROVED 120 VAC /300W POOL DECK 6 III 12' -0" Vertically of Maximum Water Level. PLASTER ,�� LIGHT W/ CFI OR 12V/400W MAX. POOL MIN. �" COVER WATER " 8. Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH . UGHT W/ LOW WATER CUT –OFF IN U.L. OVER ALL BARS UNE , %'' ` '`��`� \" it � ELECTRICAL WORK ,o SHALL CONFORM WITH Latest Adapted National Electrical Code (NEC). �,?' APPROVED GREY PLASTIC FORMING SHELL (SEE NOTE #5) i � ART. 680 OF THE 9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to ��. / OR APPROVED EQUAL W/ #8 AWG BOND ��''y 3 112 IN h" LATEST ADAPTED NEC. 0 ...t.1;• -�`'�' ALTERNATE BEAM jr.,-.-t. L, provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in / WIRE PER N.E.C. COND UIT excavation shall be removed in its entirety and the area shall be backfilled with �• acceptable material and properly compacted. Where unsuitable Material cannot be STEELTEX (OPTIONAL) #3 BARS 0 12" O.C. EACH WAY FINISH DETAIL �!.12V/400W MAX. POOL UGHT W/ LOW removed, the pool must be redesigned. WATER CUT –OFF OR 120 V.A.C. W/ GF1 POOL STRUCTURAL DETAILS 10. The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR PER NEC. if required. The Engineer accepts no responsibility for the safety of Existing VARIES 18" THAN 1 ON 1 + 1 EXISTING Structures. COPING STRUCTURE ELECTRICAL DIAGRAM 11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT - Required Setback areas. Pool Contractor and /or Owner shall verify the layout and WATER PLAN N % \� ' �� WATER \ , • V iii \ _ all dimesions shown prior to construction. UNE l�y U \\ \ \ NE � \ �� \ \ � \ �� / ��� O\ \ \ � i _ – 12. Contractor shall determine the location of all Utilities in relation to the Pool and its \`. oo E.: I—I l EE °T i 5' #3 BARS ®12" ``,/`,/ \`�`� =1' Equipment and ensure minimum clearances in accordance with Local Regulations is THE O.C. RAPY EACH % \ �ioi I I- III, =III- —I EA H WAY 4,,o _ Drawn and Ordinances. immill LINES \ \ \ — CONTRACTOR MUST PLACE ALL STEEL IN THE POOL By: A R PATTON Specializing in \ ...�.4 13. Contractor shall provide adequate Temporary Fencing around the construction area co 4• 6" WALL 0/V I= CENTER WALL AT NO MORE THAN 6" ON CENTER IN BOTH Associates, Inc. Residential and Commercial to prevent unauthorized entry into the Pool Area. MEl �, RETURN THICKNESS `! '``i'� I I I I: DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL (4.07) 977 -1892 Pools, Fountains and Features 14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. Il LINES gLL i %� SHELL WALL SHALL BE CONSTRUCTED TO 6" T1iICKNES 15. M Structural, Filtration and Electrical details outlined in these drawings also relate may. . Ill wi .... • -e • v ° /'' � GUNTTE C \ / /�� 111=-: to S a Construction. 0,,1_ • • • a,� P`ASTER �: I -I I THE STEEL MAT AND THICKER SHELL WALL SHALL P REBOUND FINISH 'o °.\'� —I 11. EXTEND ALONG THE CRmCAL AREA AND TO A POINT 1. 16. All Pool and Spa Heaters shall be equipped with an On /Off Switch mounted for #3 BARS 0 �\,o/ (2) 8 "0 AMT– VORTEX •_,,2,�4/ =III =1 WHICH IS GREATER THAN THE MINIMUM REQUIRED AS ! But., easy access to allow the Heater to be Shut Off without adjusting the Thermostat 12" O.C.E.W. DRAINS SEPARATED BY 3' = 1 — — I I — III - ' DETERMINED BY THE 1 ON 1 + 1 METHOD. 12041 Beach Bl. #20 settings and to allow restarting without relighting the Pilot Light. — "' — ' — "'— 17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS TYPICAL WALL AND Jacksonville FL 32246 be eliminated. The Owner must consult a Contractor experienced in eliminating PLAN EXPIRES 1 YtAR FROM THE Uplift Pressure. FLOOR WITHIN SIGNATURE DATE OR THE EFFECTNE L S , 904- 620 -0090 SPILLWAY PER 6x6 GLASS –BLOCK DATE OF A MAJOR FLORIDA BUILDING 1 MAIN DRAIN UNE CONTRACTORS POOL M OUNTED IN 2,500 psi ANGLEL EP0,�E CODE CHANGE WHICHEVER IS SOONER w CPC 1456765 10 ' 111 411.° diliiplo 2 SKIMMER UNE 3 WASTE UNE COPING PLAN CEMENT (IF SPECIFIED) t , i ll o gi ll le 111 3 4 RETURN UNE ��� WATERLINE TILES R 1 2011 RESIDENTIAL 5 PRESSURE CLEANING ���1� © ©�• ©���t Date UNE (OPTIONAL) � ���•� ■■ WATER SWIMMING ING POOL UNE �,' A HAIR & LINT ST RAINER '' J 2 MASTER SPECIFICATION 5 : ' _ 1 g B RECIRCULATION PUMP ` _� NTERIOR 4 ' C FILTER D FOR CODE COMPLIAI'� �`" H. SHEPARsSON, E. DRAWING D IN –UNE CHLORINATOR 2 (OPTIONAL) • #3 R:: •' s 12CITY OF ATLANTIC BEACH Se PE 13333 FOR 1 • E HEATER (OPTIONAL) O.C.y" . SEE PERMITS FOR ADDITIONAL. 672 I . Semoran Blvd., Ste 203 ST JOHNS COUNTY R EQUIREMENTS AND CONDITIONS. Orlando, F L 2 32807 FILTER SYSTEM RAISED SPA DETAI (.`fi..ice e ( (407) 275• -15--1 099 I REVI ED BY .D t q- ax: (4 275 -1015 Scale: None Rev 6 - 5/26/09 JAX pk , ,_? ANSI /APSP -7 2006 Specifies three methods for determining the maximum system flow rate. The following Entry Fields - - . - -- simplified TDH calculation is one of the methods specified. ' Toia Head in Feet Conversion ; ai / !riches Mercury (Vacuum Gauge) • Simplified Total Dynamic Head (TDH) Calculation Worksheet . 1C I . 12 1 F 15 18 0 00 E3 1 4.5 58 9.0 , 11.3 , 13.5 3 15.8_1 18x.1 203 Determine Maximum System Flow Rate 233 46 6,$ 9.1 11,4 13.6 1 15.4 18,i i 20-.4 227 � Pool Volume: 878 x 4.00 x 7.48 = 26270 2 r 4 5 69 9,1 11,4 13, 3 5;9 1 18,1 , 20,4 22.7 2 5.0 _ Surf Area Avg Depth Gal /Cub Ft Vol. in Gal 3 , 6.4 ' 9.2 11 13.7 } 16 .0 18.2 1 20,5 ; 2 25 f 25.6 2 7.3 Pref Turnover 3,5 x 60 = 210 4 1 9 2 _11 5 1:3 8 I 16 0 19.3 20.5 1 22.8 25.1 x 27.3 29.6 Hours Min /hr Turnover in Min _ 11.5 s 13.8 16.1 18 3 20.6 22.8 25.E 27.4 29.1+ 31.9 _.6 1 I 161 184 i 206 22.9. 2 5.2127.4 , 297 r 31,9 342 Max Flow Rate 26270 / 210 = 125,09 + 0 = 125.09 Cannot be higher than rated for main dram cover 7 3 1 2 ' 16 2E7 210 282 s 27.5 29,7 t 3 2 0 3 136 5 Vol in Gal Turnover in Min Pool Flow rate Feat Flow Rate Sys Flow Rate 8 11 i 20 7 i 23.0 25 3 27.5 24.8 32.0 3 4.3 1 31s 6 3$_8 Use the greater of these two for system flow rate ; 9 211.8 23 1 253 27 2 9,$ 32. i ' ( 34.3 1 35.6 38.9 1 41.1 . .� _ Spa Jets 4 x 10 = 40 10 231 25.4 27.5 x 28.8 ! 32.1 13 #.4 i 36.7 = 38 >9 i 41.2 - 43.4 No. Jets Flow Rate Total Jet Flow Rate 11 _25.4 127 7 29,3 ; 32.,2 1 34,5 = 36:7 1 39,0 ; 41,2 T 43 , 45.8 '.. 12 27 7 33€3.0 32.2 T 34.5 38.8 39,0 41,3 1 43.5 4S76 i 4 t. . Determine Pipe Sizes m - "` FLOW & FRICTION LOSS PER FOOT 13 0 1 32.3 36 39 I #1 3 1 43 °$ ' I 48.1 5i].4 Branch Pipe NA " gpm Max System Flow Rate I c .., 14 32.3 ' 34.6 i 38 9 1 39.1 1 43,4 43$ 45.9 4$,2 1 50.4 52.7 to keep velocity @ 6fps max at Velocity - Feet Per Second C , 15 34 6 36.9 j , 39,2 41.4 43,7 ' 45.9 i 46.2,1_ 1 52.7 1 55,0 16 1 37 0 139 2 1 41.5 43.7 46,41 1# 48.3 1 54? 5 € 52.13 ;5S t3 57.3 BRANCH TRUNK (Suct) RETURN -. _� Trunk Pipe 3 " 181 gpm Max System Flow Rate Pipe Size 6 FPS 8 FPS 10 FPS 17 T 39 3 41`5 4. 8 4 .4 ` #8,3 5a 8 j 52 $ 5 7°4 59.9 m � ___ $ 1 # 113 3 43.8 46,1 , #�. 5t3.6 5.2 9 i 55.1 57A I 59.7 € 61.9 - to keep velocity @ 8 fps max at 1" 16 gpm .014' 21 gpm .023' 26 gpm .35' 46._2 1 -- - _.,.._ .9 55,2 5 2 # - 2.0 - �,,, 19_ � # 8 µ #S5.4 _ � 511.7 1 52 :57 59 ? fx2.0 � E> , €.2 1.5' 37gpm .08' 50 gpm .14' 62 gpm .21' '^r d 1 46.2 ( 4$.5 i 507 1 5113 1 552 : 57.5 1 59.5 62.1? 54,3 j_ 66.5 Return Pipe 2.5 " 146 gpm Max System Flow Rate 2" 62 gpm .06' 82 gpm .10' 103 gpm .16' f 1 f 21 1 45 1 508 � ' .3 57 6 Sg 1 82„1 84,3 , 55.6 E,8 g to keep velocity @ 10fps max at 2.5" 88 gpm .05' 117 gpm .09' 146 gpm .13' tl ° 22 508 53.1 55.3 1 57.5 1 59.'3 62.'1 ; 54,4 6i_6.6 _ 65.9 '21,2 3" 136 gpm .04' 181 gpm .07' 227 gpm .10' 23 1 53.1 ", 55.4 57,7 - - 1 59.9 622 64.4 I 66..7 69.0 I 71 . 735 60. 7 57 55 0 3' 3 13 OS' 392 -T5-1-5).8 2# i , 1 . s 0 , 62.2 1;45 166 7 6 71,3 1 7 75.8 gpm gpm gpm .07' m.. _ 3 5 �...._. Determine Simplified TDH 4" 234 m 1 50,0 1 62.3 1 64.5 1 66.8 69.1 : 71.3 7.3,6 75.8 78.1 Distance from pool to pump in feet: 38 6" 534gpm .02' 712gpm .03' 26 1 50.1 1 62,3 1 6#.5 5'6.$ 6 9.1 . 71.4 f 73,6 , 753 1 78,1 804 7 i 62,4 64.6 i 65.9 69.2 71.41_717 1 7S..9 78. 1 80.5 62.7 Suction Pipe Friction loss in 3 " pipe per 1' @ 181 = 0,07 pipeflow /friction loss 28 64,7 i�6S.9 pia 7 1. 5 73 3 1 76`0 i 78.2 1 -60,5 82.5 aso gpm 29 67.O 69.3 ° 71.5 73.8 780 1 783 , 80.5 82.8 1 85.3 1 87.3 30 1 69.3 , 71,8 73.8 I 781 1 78.3 1 80.6 ', 82.9 85.1 1- 87.4 59 Return Pipe Friction loss in 2.5 " pipe per 1' @ 146 = 0.13 pipeflow /friction loss _m 9 311 i 71,6 ( 73,9 76.1 1 '78,4 L 89.7 1 82.9 1552 87,4 ; 89.7 92.0 gpm 32 f 73.9 1 76.2 p 784 1 80.77 1 83.0 1 85. 87.5 89,7 1 92.0 1 94.3 33 1 76.2_ 78.5 $0,7 ` 53.0 I 85.3 c 87.5 3 89.8 92.0 94.3 1 96.6 Suction TDH 38 x 0,07 = 2,66 PSI CONVERSION FACTOR = 2.31 3- - _ ' 891 ' 34 3 78.5 80,8 83, 9 8? E 87.6 92. 94.4 1 96.6 1 98.9 Length Ft of head per 1' TDH 35 1 8 0 . 9 , 83.1 i 85.4 87.6 r 89 9 92.2 1 94,4 1 96. , 98.9 1 101 Return TDH 34 x 0.13 = 4.42 Manuf. Cut Sheets Attached: NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH Length Ft of head per 1' TDH = TDH in Piping 7.08 Filter loss in TDH 16.00 + X Pump X Heater Notes: Job Name: Ondrejicka -1177 Heater loss in TDH 8.00 + X Filter Heat Pump Job Address: 1750 Selva Marina Dr 1. If a variable speed pump is used, use the max. Total all other loss + X Drain(s) Water Feat. pump flow in calculations Atlantic Beach, FL Total Simplified TDH I 31.08 = 2. For side wall drains, use appro side wall 12041 Beach Blvd. #20 drain flow as published by the manufacturer �.(� tn, 3. Insert manufacturer's name and aproved MEN Jacksonville, FL32246 Selected Pump and Main drain Cover: maximum flow 904 - 620 -0090 4. See Installation Instructions for number of ports WO•fd''"°"° CPC 1456765 Pump Hayward SP3215X2 2 HP using pump curve for TDH & System Flow Rate to be used 5. In -Floor Suction outlet cover /grate must conform Date it' cg - ,( MD Cover CMP 25506 320 - 020 200 System flow rate must not exceed approved cover flow rates to most recent edition of ASME /ANSI A112.19.8 Rated for Sys Flow Rate and be embossed with that edition approval 74,- ,r 6. Pump, filter & heater make and model cannot be Contractors Signature Determine the number and type of required in - floor suction outlets: changed and equipment location cannot be move Kenneth M. Quintal closer to pool without submitting a revised plan Contractors Printed Name Pool Drain 1 CMP 25506- 320 -000 channel drain @ 200 gpm w/ 1 ports and TDH calculation worksheet for approval Contractors License No. • Spa Drain 1 CMP 25506 320 - 000 channel drain @ 200 gpm w/ 1 ports CPC 1456765 904 - 620 -0090 Contractors Telephone Pe1