381 SEMINOLE RD - POOL DRAWINGS ENGTH LADDERS ARE TO BEA L ESCUTCHEON
CROSS BRACED PER
GENERAL NO TES WATER [COPING V WATER
M PLATE
MANUFACTURERS SPECS
IINE
LINE TILES
1 For pool plan, size, deck, and special details, see Contractor's flool Plan. T WATER S.S. LADDER 00 POOL
LINE DRAIN COVER/GRATE 14" MIN. DECK
2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneurneically
/-POOL 5'
MUST CONFORM TO CN 1851 MAX.
e V WATER
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concret STEPS 5"
C)
LEVE
Decks shall be 2,500 psi. Concrete construction will conform t( ACI Standard 318. POOL THE LATEST EDITION EXPANSION
3. All Pool Design, Construction and Workmanship shall be in confo-mity with the OF ANSI/ASME JOINTS AS
co U-1 SUP RESISTANT
'WEDGE
requirements of Florida Building Code, 5th Edition, 2014 (FBC) Accessibility; FBC REQUIRED
TREAD SURFA
112.19.8 CE ANCHOR
Building; FBC Residential, and; ANSI/NSPI-3, ANSI/APSP/ICC-4, POOL STEPS:
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP- DUAL SUCTION OUTLET AND APPROVED GRA71E ADDITIONAL CONCRETE
7; ANSI/APS -15 and the RISERS: 12" MAX.
Adopted National Electric Code 2011 (NEC) and Chapter 42 and Chapter 45 of the TREAD: 10" MIN. (240 SQ. IN. MIN-) WTH 3'-0" OF SEPARATION CENTER LJNE TO UNDISTURBED AS REQUIRED FOR
5th Edition of the FBC, Residential.. CENTER LINE OR APPROVED CHANNEL DRAIN Sol LS 3" MIN. TO 6" MAX STURDY INSTALLATION
---Afl Poorl -Piping--tu-te-Suliedu le-4-0-PVC-, bectring-Ahe--mark-of--NS---Approval unless POOL-__SEC Roff - SE!T_-_INTO__CEN1ER-OF_-STEEL-GRID.-AT IHE. VOIDS)_- _ -BF.-7WEEN -TREAD--- --BARE,---SOtJD, -COPPER
otherwise noted. POOLS DEEPEST POINT AND POOL WALL RUBBER- 15"1
(LONGITUDINAL) 1- - CONDUCTOR TO SHELL
5. A I Rei'nforcing Steel to conform to ASTIM 615, Grade 40. Reinf(reing shall be #3 CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT SWIM-OUT DETAIL BUMPER REINFORCING
bars at 12" on center in each directiion, w/ 15" Icip joints in wills and floors up TOPPING ON COMPACTED GROUND W/ AH DECK OVER
to 6'. Where -the pool depth is over 6ft (measured vertically down from the ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/ 8U POUR OR TYPICAL LADDER DETAIL
Waterline), use #3 bars at 6" on center vertically and 12" on cmter horizontally in FIBER MESH OR 5" NOM. lHK. W`1 #3 REBARS. BRICK COPING /�#8 AWC COPPER WIRE
the areas that exceed 6ft in depth.
If Concrete is cast against Bare Earth without a Separation Barter, the minimum 1-#3 BAR CONT. IN 5- THK WALL 4'-0" /,,.—JUNCTION BOX
13 BARS CONT. IN CxB" v WATER -TIME
CLOCK
"USE 2-#, (BY OTHERS)
cover shall be 3'. With a Barrier (Steeltex) between Concrete aid Earth, 'the BOND BEAMS) DO UNE TO SERVI
minimurn cover shall bee 1)/2". CE
6. All Metallic Pool Fittings within 5' of the inside wall and deck re nforcing steel to be TO TRANSFORMER OF 1-#3 BAR
6" OF PANEL
y WATER (BY OTHERS) WATER C NIT. IN 5" SPST TOGGLE
L Ceel with #8 AWG Copper Wire. The T
bonded to 'he Pool Reinforcing S' #8 Copper UNE 2-#3 BARS W.P.
Ln LINE THICK BOND SWITCH
.Wire to be run -internally and externally with the NEC approved FVC Ught Conduit DISC.
CONT. IN TILES 4-0"
co 0
BEAM
form the light Niche to the Junction Box- Completion of the pool grounding to the 8"X8" E30ND JUNCTION 12V
Electirical Panel Ground to be by Electrician. BEAM 5- POOL BOX TRANS.
�2
T�ANS
P
7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not DECK
U.L APPROVED 12
separated by a permanent barrier, if within 5'-0" Horizontally frcm Water and 0 VAC/300W POOL
MARBLE COVER V WATER AH ELECTRICAL WORK
LIGHT W/ GFI OR 12V/4-OOW MAX. POOL MIN. 1)12 'IC
12'-0" Vertically of Maximum Water Level. PLASTER �MLL CO
8. Equipotenbal Bonding to be accomplished in accordance With Affi.-le 680 of the FINISH LIGHT W/ LOW WATER CUT-OFF IN U.L OVER ALL BARS UNE SKAL CONFORM WITH
(SEE NOTE #5)
Adopted National Electrical Code 2011 (NEC). APPROVED GREY PLAS11C FORMING SHELL -I ART. 680 DF THE
9. Pool or Patio shall bear only on Rock or Clean Sand, which sha I be compacted to OR APPROVED EQUAL W/ #8 AWG BOND 3 #12 IN Y2 LATEST ADAPTED NEC.
provide a Structurally Safe Bearing Capacity. Any Unsuitable Mat,-rial encountered in WIRE PER N.E.C. A L TERNA T BEA M CONDUIT
excavation shall be removed in its entirety and the area shall bE bacenfled with 12V/4DOW MAX. POOL LIGHT W1 LOW
acceptable material and properly compacted. Where unsuitable Material cannot be STEELTEX (OPTIO14AL) #3 BARS @ 12" O.C. EACH WAY RIVISH DETA IL WATER CUT-OFF OR 120 V.A.C. W1 GFI
removed, the Pool must be redesigned. POOL STRUCTURAL DETAILS PER NEC.
10. The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR REVIE NCE
if required. The Engineer accepts no responsibility for the safet� of Exmst-ing THAN 1 ON 1 + 1 EXISTING
Structures. - VARIES 18" COPING STRUCTURE
11. The Design Engineer assumes no responsibility for pool constructi)n in Easements or SEE S EAT I I
Required Setback areas. Pool Contractor and/or Owner shall verfy the layout and y WATER PLAN V WATER SEE PERMITS FOR ADDITIONAL
all dimesions shown prior to construction. U14E REQUIREMENTS AND CONDITIONS
UNE
12. Contractor shall determine the location of all Utilities in relation to 'he Pool and its co #3 BARS @ 6"
e 5 THERAPY
Equipment and nsure minimum clearances in accordance with cal Regulations -1 O.G. EACH WAY CONTRACTOR MUST PLACE ALL STEEL IN THE POOL REVIEWED BY: DATE:4q-1 9
and Ordinances. UNES
13. Contractor shall provide adequate Temporary Fencing around the -onstruction area co 4 6" WALL WALL AT NO MORE THAN 6" ON CENTER IN BOTH
to prevent unauthorized entry into the Pool Area. RETURN THICKNESS DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
LINES SHELLVALL SHALL BE CONSTRUCTED TO 6" THICKNES
14-. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. MARBLE
15- All Structural, Filtration and Electrical details outlined 'in these drawings also relate GUNITE THE STEEL MAT AND THICKER SHELI WALL SHALL
PLASTER
t REBOUND EXTEND ALONG THE CRITICAL AREA AND TO A POINT
Lo Spa Construction. #3 BARS @ FINISH TIC
16. All Pool and Spa Heaters shall be equipped with an On/Off Switcl mounted for 12" O.C.E.W. (2) 8-0 ANTI-VORTEX WHICH IS GREATER THAN THE MINIMUM REQUIRED AS *%, ,
DETERMINED BY THE 1 ON 1 + 1 METHOD.
easy access to allow the Heater to be Shut Off without adjusting the Thermostat DRAINS SEPARATED BY 3' Irk 1 2375 St. Johns Bluff Rd. S
.—If Hill Ill
settings and to allow restarting without relightiing the Pilot Light.
I S
ic Upift Pressure must
17. WARNING! To empty the Pool for any reason, the Hydrostaf SPA STRUCTURAL DETAILS TYPICAL WA L L AND u-te 107
be eliminated. The Owner must consult a Contractor experienced in eliminating PLAN EXPIRES 1 YEAR FROM THE M.L, JacksonVille fl 32246
Uplift Pressure. FLOOR WITH11V SIGNATURE DATE DR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
SPILLWAY PER 6-6 GLASS-BLOCK
1 MAIN DRAJN LINE CONTRACTORS POOLI MOUNTED IN 2,500 psi AN(7**LE OF REPOSE CODE CHANGE WHICHEVER IS SOONER
2 SKIMMER LINE
E 3 WASTE LINE COPING PLAN CEMENT (IF SPECIFIED) JUL 0 12016
3 4 RETURN UNE WATERLINE TILES Date RESIDENTIAL
C 5 PRES 3URE CLEANING 1k1;kl,+1kl 1 1,
LINE (OPTIONAL) =1 I 1 17 1 1 4*1 14 1 1 1 1 v WATER SWIMMING POOL
UNE
T
A HAIR & LINI STRAINER MASTER SPECIFICATION
B RECIRCULATION PUMP INTERIOR
5 4 B C FIJER ON, P.E. DRAWING
I POOL FINISH G ON H. EP D FOR
A D IN-UNE CHLORINATOR FL PE # 19 3
(OPTIONAL) #3 REBAR @ 12" 2431 Alorna Ave. Ste. 124 DUVAL COUNTY
2 E HEATE R (OPTIONAL)
O.C.E.W. Winter Park, FL 32792
C I
FILTER SYSTEM RAISED SPA DETAIL Oifice: (407) 275-1099 Scale: None Rev-10 — 06/30/15 J
Fax: (407) 275-1015
Paz(t
Child Safety Method: Directions To Site:
X Pool area to be screened Channel Dra------] 0 From St Johns Bluff Rd (20mins): EiUE HNE N P(a)LS
Pool area to be Fenced in 0 St Johns Bluff Rd N to Atlantic Blvd. R on Atlantic Blvd. Coast to Coast Since 1954 Since 1954 PHONE:904-620-0090
5' State Certified Pool Builder FAX:904-620-0206
Child Safety Fence 0 Go 7.1 mi and turn L on Seminole Rd to 381 on R CPC 1456765
X Door and Window Alarms
Gates to be self-closing and self-latching. 26' Contact Dan : 904-923-7833 GENERAL POOL SPECIFICATIONS
MAX. WIDTH: 121611 MAX. LENGTH: 26'
WET DOWN GUNITE TWICE DAILY
FOR SEVEN DAYS PERIMETER: 67' SURFACE AREA: 269 SF
POOL DEPTHS: 3 ft. TO 5 ft.
Gallons: 8048
EXCAVATION DECKING
TYPE: Standard TYPE: Brick Paver 652 SQ.FT.
REMOVE DIRT: BH COLOR: Lions Bridge-Old Town Pattern
FILE COi `f REMOVE STUMPS: Homeowner
REMOVE FENCE: Homeowner RISERS: None
REPLACE FENCE: Homeowner TOP EXISTING: None —SO.FT.
REMOVE CONCRETE: Homeowner SO-FT- DECK DRAINS: Decco 36 LF
FOOTERS: 12"xl 2"screen 96 LF
Rear P/L PLUMBING LF
DRAINS:Channel EQUIPMENT
7-—-—-—-—-—-—-—-—-—-— -—-- -—-—-—-—-—-—-—-—-—-lill(...... ......................... SUCTION RUN: 28' pipe:-;,51 SIZE: 225
FILTER RUN: 23' Pipe: Z.4) FILTER TYPE: Cart
RETURN LINES: 3 PUMP HP: SPEED: 2
WATER FEATURE: Waterfall stub
— Controller: 24 hour
Brick paver deck w/ Waterfall stub ELECTRICAL SANITIZER: 20k salt w/UV+CID
I
Bullnose paver ociping 35'3'1 RUN BY: BH FEET: 100 LIGHT: Color logic LED
CLEANER: Pressure line only
GUNITE
SWIM-OUTILOVESEAT: 4'x 18"
Color logic LED EXT.2nd STEP: None BOOSTER PUMP: None
R.B.B. 0 1 N X 0 FT HEAT PUMP: None SIZE: None
716"
R.B.B. 0 IN X 0 FT None
I HEATER: BTU: NAT-LP
R.B.B. 0 IN X 0 FT (CIRCLE ONE)
channel OTHER:Tx5'6"sun shelf OTHER:, Solar heating system
3' 26' drain
eep 5- SPA
deep COPING SIZE: None
71311 SCREEN BY CALL TYPE: Bullnose Brick Paver—Lions Bridge
ZE
TILE PLUMBING R
THE SCREEN GUYS M S.
4'x18" I TYPE: FLOJWLGRI6-MasterTile NUMBER OF JETS:
Side pressure line enc I
only I OTHER: None BLOWER HP:
P/L co skimmer I
L T.
I LIGHT:
INTERIOR FINISH
Tx5'6"sun shelf I Z!!��
I st step depth I TYPE: Sun Stone
———— —--—————————— ——————— COLOR: Blue Pearl
ADDITIONAL SPECIFICATIONS:
———————————--
Decco drai
End 12"x12" footer
Start 12"x12"footer
BUYER
Please Initial
Approve the Above Specifications:
011
Approve the Equipment Location:
Customer's Signature: Date:
9 J-box
1 0'x1 4' Elite roof by
SOLAR SYSTEM BY
51 FL SOLAR EAST
Call the Screen Guys Name: Daniel Burgos #17033
Light switch 0
LLI 8' Address: 381 Seminole Rd City: Atlantic Beach
c Existing step -5
0
C Side Jurisdiction: Atlantic Beach Zip 32233
NEIGHBOR I
E
P/L Home Phone Number: 904-923-7833 Business Phone:
ACCESS s Existing residence
2'
REQUIRED s Lot: 272 Block: NA Pb/Pg 10/15
County: Duval
Subdivision: Saltair Section No.2
SCALE: 1/8" l' O" Designed bLL2 Ofalt, EMAIL: dana-doohickeycreative.com
I
ALUMINUM SCREEN DESIGN
MICHAEL A.
G- THOMPSON
0 j* P.E.47509
NEW FOOTER 0 2016.03.14
12"X 12"TO 36" 16:05:04-04'00'
WITH I#'i REBAR
THRU OUT
po, -liz
FOOl
6"OF NEW ER z-,
COMPACTED 12"X 12"TO 36"
SOIL WITH 2#3 REBAR
THRU OUT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
VAPOR&TERMITE PROTECTION(IF REQUIRED)
CONCRETE SHALL BE A MRI;IMUM OF 3000 PSI
CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE
ALUMINUMSCREENDESIGN.COM MICHAEL THOMPSON
ALUMINUMSCREENEESIGN 4401 VINELAND ROAD
@YAHOO.COM SUITE A6
PHONE: 407-747-1470 ORLANDO, FL 32811
FAX: 407-734-1790 P.E. # 47509
CA#30936�
�e
Swimming Pool Energy Efficiency Compliance Information
NOTE: These Requirements Apploy ONLY to the Filtration Pump
F
ANSI IASPCIICC-15 2011 Determine Pipe Sizes
Branch Pipe NA to keep velocity @ 6fps max at NA gpm System Flow Rate
Flow Ciaculations:
Pool Volume: 269 x 4.00 x 7.48 8048 360 22.36 36 Trunk&Suction 2.5 to keep velocity @ 6 fps max at 88 gpm System Flow Rate
Surf Area Avg Depth Gal/Cub Ft Vol. in Cal Turnover Calc *Filtration
in Min Flow Rate Flow Rate Return Pipe 2 to keep velocity @ 8fps max at 82 gpm System Flow Rate
*Note:forpools under 13,000 gal the calculatedflow rate or 36gpm whiche�er is greater=the filtration flow rate
Auxiliary Load No NA NA Pump Selection As listed on Curve
FSP32102X15� I
Yes/No Description Calculated Auxillary flow Rate Filtration Pump A Max Flow Rate Pump Desqdptign
Flow Rate(Low Speed) 32 @1725 GPM Hayward Tristar
GPM RPM IVID Cover JA&A AVSC 1.5 hp 2 sp
Min Suction Side Pipe Size @6 fps 2.5 It Min Sudion Side Branch Pipe @ 6fps NA Determine the number and type of required in-floor suction outlets:
Min Return Side Pipe Size @8 fps 2 If Min RetLjrn Side Branch Pipe @ 8fps NA Multiple F suction outlets @ 146 gpm max.flow
Determine Filter Size: Main 1 [A&A AVSC channel drain @ 196 gpm w/ 1 ports
Filtor Factors(GPM/SF) 0.375 2 15
Cartridge DE Sand TOTAL HEAD IN FEET CONVERSION CHART FLOW&FRICTION LOSS PER FOOT
INCHES MERCURY(VACUUM GAUGE) Schedule 40 PVC Pipe
Filter Size: 36.00 0.375 96.00 FHayward 225 0.0 2.01 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0. Velocity-Feet Per Second
Flow Rate Filter Factor Filter size Filter M ike and Model 0 0.0 2.3 4.5 8.8 9.0 11.3 13.6 15.8 18.1 20.3 Pipe Size 6 FPS 8 FPS 10 FPS
1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 ill 16 gpm .014' 21gpm .023' 26 gpm .35'
Pump Controls: 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 1.5 37gpm .08, 50 gpm .14' 62 gpm .21'
3. 6.9 9.2. 11.5 13.8. 16.0 18.3 20.5.22.8 25.1 27.31 211 62 gpm .06' 82gpm .10, 103 gpm .16'
Control System 24 hour timeclock 4 9.2 11.51 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.61 1
Control System Make and Model 5 11.5 13.81 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.8 2.5 88 gpm .05 117 gpm .09, 146 gpm .13'
6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 311 136 gpm .04' 181 gpm .07' 227 gpm .10'
X Filtration pump with no auxiliary load may have standard I ime clock 7 16.2 18.4 20.1 23.0 25.2 27.5 29.7 32.0 34.3 36.5 411 234 gpm .03' 313 gpm .05' 392 gpm .07'
8 18.5 20.7 23.0 25.31 27.5 29.8 32.01 34.31 36.6 38.8 1 611 534 gpm .02' 712 gpm .03'
NA Filtration pump with auxiliary load must have a control sysLem for 9 20.8 23.1,25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1,
low speed default within 24 hours 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 TDH Calculation Options For Each Pump
11 25.4 27.7 29.9.32.2 34.5 36.7 39.0 41.2 43.5 45.8
Heater Model FHayward NA Heatft7lp IHayward NA 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 X Simplified Total DVnamic Head (STDH)
13 30.0 32.3 34.6 38.8 39.1 41.3 43.8 45.9 48.1 50.4
Make, model and size Make, model and size 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 Complete STDH Worksheet-Fill in all blanks
Total Dynamic Head (TDH)
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0
Gas Heater Efficiency Rating 84% No pilot Light Heat Pu np Efficiency COP 5.0/3.8 U1.1 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 Complete Program or other calcs. Fill in
17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 required blanks on worksheet&attach
LIM
18 41.6 4:3.8 46.1 48.4 150.6 52.9 55.1 57.4- 59.7 61.91 Maximum Flow Capacity
ANSi 5&ANSi 7 Compliance Work Sheet 19 C3.9 46.2 48.4 50.7 52.9 155.2 57.4 59.7 62.0 64.2 of the new or replacement pump
20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5
Determine Simplified TD 21 48.5 50.8 53.0 55.3 57.6159.8 62.1 64.3 66.6 68.9 2375 St Johns Bluff Rd S#107 Owner Info:
62.1 64.4 66.6 68.9 71.2
22 20.8 53.1 55.3 57.6 59.9
Distance from pool to pump in feet: 28 231 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 ME 1954 Jacksonville,FL 32246
241 55.4 57.7 60.0 62.2 64.5 613.7 69.0 71.3 73.5 75.8 IHMN Phone:904.620.0090 lJob -Burgos-17033
Suction Pipe Friction loss in 2.5 it pipe per 1' @ 88 0.05 pipeflow/friction loss 251 57.81 60.OL62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 POS Fax:904.620.0206
gpm 26 60.1 62.31 64.6 66.8 69.1 71.4 7:3.6 75.9 78.1 80.4 W0FhftLRWSL' Name Daniel Burgos
Return Pipe Friction loss in 2 It pipe per 1' @ 82 0.10 pipeflow/friction loss 27 62.4 64.61 66.9 69.2 71.4 73.7 75.91 78.2 80.5 82.7
28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82-8 85.0
gpm 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 Address 381 Seminole Road
30 69.31 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.41 89.6
Suction TDH 28 x 0.05 1.40 TDH in Piping 3.70 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.41 89.7 92.0 Contractors Signature Atlantic Beach
Length Ft of head perl' TDH Filter loss in TDH 4.00-+ 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 Kenneth M.Quintal 32233
+ F eater/HP loss in TDH - + . 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6
U rn TDH 23 x 0.10 2.30 Other loss in TDH - + 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.61 98-9 Contractors License No.
Ft of head perl' TDH Total Simplified TDH 1 7.701 35 80.9. 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 CPC 1456765
FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH