86 S Saratoga Cir POOL21-0024 Swimming PoolOWNER:ADDRESS:CITY:STATE:ZIP:
FLIS AUDREY A 86 S SARATOGA CIR ATLANTIC BEACH FL 32233-3340
COMPANY:ADDRESS:CITY:STATE:ZIP:
BLUE HAVEN POOLS &
SPAS 2375 ST JOHNS BLUFF ROAD JACKSONVILLE FL 32246
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171805 0000 ATLANTIC BEACH VILLA #
02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
86 S SARATOGA CIR SWIMMING POOL SWIMMING
POOL RESIDENTIAL SWIMING POOL $61422.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 8/12/2021
PERMIT NUMBER
POOL21-0024
ISSUED: 8/12/2021
EXPIRES: 2/8/2022
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $328.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $164.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.38
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.92
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $704.30
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon).
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
8 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL
Notes:
This permit does not allow for new shed. This pool permit is approved for pool only.
2 of 2Issued Date: 8/12/2021
PERMIT NUMBER
POOL21-0024
ISSUED: 8/12/2021
EXPIRES: 2/8/2022
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
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Swimming Pool Energy Efficiency Compliance Information
NOTE: These Requirements Apply ONLY to the Filtration Pump
ANSI / APSP / ICC WORKSHEET 2013 Determine Pipe Sizes
Branch Pipe NA "to keep velocity @ 6fps max at NA gpm System Flow Rate
Flow Claculations:
Pool Volume:285 x 4.00 x 7.48 =8527 /360 =23.69 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 Gal Turnover Calc *Filtration
in Min Flow Rate Flow Rate Return Pipe 2 "to keep velocity @ 8fps max at 82 gpm System Flow Rate
*Note: for pools under 13,000 gal the calculated flow rate or 36gpm whichever is greater = the filtration flow rate
Auxiliary Load Yes 4 Spa Therapy Jets =60 Pump Selection As listed on Curve
Yes/No Description Calculated Auxillary flow Rate Filtration Pump A Max Flow Rate 64 Pump Description
Flow Rate (Low Speed)32 @ 1725 GPM Hayward Tristar
GPM RPM MD Cover A&A AVSC 1.5 hp 2 sp
Min Suction Side Pipe Size @6 fps 2.5 "Min Suction Side Branch Pipe @ 6fps NA "Determine the number and type of required in-floor suction outlets:
Min Return Side Pipe Size @8 fps 2 "Min Return Side Branch Pipe @ 8fps NA "Multiple 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 FLOW & FRICTION LOSS PER FOOT
Schedule 40 PVC Pipe
Filter Size:60.00 /0.375 =160.00 Hayward 225
Flow Rate Filter Factor Filter size Filter Make and Model Pipe Size
From Auxiliary Load Calculation 1"16 gpm .014'21 gpm .023'26 gpm .35'
Pump Controls:1.5"37gpm .08'50 gpm .14'62 gpm .21'
Control System Hayward PS 8 2"62 gpm .06'82 gpm .10'103 gpm .16'
Control System Make and Model 2.5"88 gpm .05'117 gpm .09'146 gpm .13'
3"136 gpm .04'181 gpm .07'227 gpm .10'
NA Filtration pump with no auxiliary load may have standard time clock 4"234 gpm .03'313 gpm .05'392 gpm .07'
6"534 gpm .02'712 gpm .03'
X Filtration pump with auxiliary load must have a control system for
low speed default within 24 hours TDH Calculation Options For Each Pump
Heater Model Hayward NA Heat Pump Hayward HP21404T 140K X Simplified Total Dynamic Head (STDH)
Make, model and size Make, model and size Complete STDH Worksheet - Fill in all blanks
Total Dynamic Head (TDH)
Gas Heater Efficiency Rating 84%No pilot Light Heat Pump Efficiency COP 5.0/3.8 Complete Program or other calcs. Fill in
required blanks on worksheet & attach
Maximum Flow Capacity
ANSI /APSPt 7, 2013 Compliance Work Sheet of the new or replacement pump
Determine Simplified TDH Owner Info:
Distance from pool to pump in feet:25
Job Flis-21045
Suction Pipe Friction loss in 2.5 "pipe per 1' @ 88 =0.05 pipeflow/friction loss
gpm Name Audrey Flis
Return Pipe Friction loss in 2 "pipe per 1' @ 82 =0.10 pipeflow/friction loss
gpm
Address 86 Saratoga Cir S
Suction TDH 25 x 0.05 =1.25 TDH in Piping 3.75 Atlantic Beach
Length Ft of head per 1'TDH Filter loss in TDH 4.00 +32233
+Heater/HP loss in TDH 7.00 +
Return TDH 25 x 0.10 =2.50 Other loss in TDH - +
Length Ft of head per 1'TDH =Total Simplified TDH 14.75 =CPC 1456765
Jacksonville, FL 32246
Phone: 904.620.0090
Fax: 904.620.0206
Contractors Signature
Kenneth M. Quintal
Contractors License No.
SP32102X152
Velocity - Feet Per Second
6 FPS 8 FPS 10 FPS
2375 St Johns Bluff Rd S #107
CHILD SAFETY METHOD:X Pool Area to be Fenced •Pool Area to be Screened •Child Safety FenceDoor and Window orPoolsideAlarms•Gates and Screen Doors to beSelf Closing and Self LatchingH.U.C. No FLOOR RETURNWALL RETURNSPA JETCLEANER LINE320 LIGHTDRAINSKIMMERDECK DRAINELEVATIONPROPERTY LINEASA VALVE NOTE:ALL WRITTEN MEASUREMENTSARE FINISHED PRODUCT.I.E DECK MEASURMENTS ARETO WATER NOT COPINGTERMINOLOGY* TABLET FEEDER* SALT CHLORINATOR* SMART GUARD* OZONE (UV+CD, OR UPFOR ULTRA PURE ONLY)
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1.) PARKING ON STREETACCESS ON LEFT SIDE OF HOUSE2.) LOADING/ UNLOADING ON STREET3.) NO BATHROOM/ CHEMICAL TOILET ON SITE4.) NO DUMPSTER ON SITE TRASH TO BE REMOVED DAILY5.) ACCESS AREA FOR ANY DROPPED MATERIAL6.) TRASH TO BE REMOVED DAILY7.) SILT FENCE TO BE INSTALLED320 LIGHT-E.O.W. 30.5' TO P/L-6' DIA. SPA ELEVATED 18"W/ (4)-THERAPUTIC SPA JETS18" TILED SPILLWAY140,000 BTU HEAT PUMP320 LIGHT1.5H.PBLOWEREXISTING WOODCOVERED PATIODO NOT SURFACE
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MAP SHOWING SITE PLAN OF:
LOT 9, BLOCK 4, ATLANTIC BEACH VILLA, UNIT NO. 2, AS RECORDED IN PLAT BOOK
51, PAGE 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
N /„ / ru^^ -• 4^- z^^s-
7J
1.) PARKING ON STREETACCESS ON LEFT SIDE OF HOUSE
2.) LOADING/ UNLOADING ON STREET
3.) NO BATHROOM/ CHEMICAL TOILET ON SITE
4.) NO DUMPSTER ON SITE TRASH TO BE REMOVED DAILY
5.) ACCESS ARB\ FOR ANY DROPPED MATERIAL CQ
6.) TRASH TO BE REMOVED DAILY
7.) SILT FENCE TO BE INSTALLED
fe^
9S^'^2,
'^0
IMPERVIOUS CALCULATION^
LOT AREA = 8,250± SQUARE FEET
DESCRIPTION
BUILDING AREA
ENTRY
PORCH/LANAI
CONCRETE
METAL SHED
A/C PAD(S)
SQUARE FEET
1,553±
41±
?J2±
831±
81±
9±
TOTAL IMPERVIOUS AREA = 2,64 7±
TOTAL DENSIVf' = 32.1%
NOTES'
THIS PROPERTY UES IN FLOOD ZONE "X" & "X-SHADED'PER
FLOOD INSURANCE RATE MAP (FIRM), CITY OF ATLANTIC BEACH.
DUVAL COUNTY, COMMUNITf No. 120075, MAP/PANEL No.
12031C-040B-J, REVISED NOVEMBER 2, 2018
BEARINGS BASED ON THE NORTH RIGHT-OF-WAY LINE OF
SARATOGA CIRCLE SOUTH AS BEING N 69'31'25~ W
ELE/ATIONS SHOWN AS THUS (6.71) AND ARE BASED ON THE
NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988
TREES HAVE BEEN LOCATED AS ACCURATELY AS POSSIBLE UNDERCURRENT CONDITIONS. TREE SIZE AND LOCATION ARE MEASURED BY DBH
(DIAMETER BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND
30' BUILDING RESTRICnON LINE (B.R.L) BY PLAT
N.T.S. DENOTES NOT TO SCALE
F.F.E. DENOTES FINISH FLOOR ELEVATION
DENOTES EXISTING DRAINAGE FLOW
OHE DENOTES OVERHEAD ELECTRIC
TRB DENOTES TELEPHONE RISER BOX
ALL LOTS SHOWN HEREON UE WITHIN BLOCK 4 EXCEPT AS NOTED
—//— DENOTES 6' WOOD FENCE EXCEPT AS NOTED
THERE MAY BE ADDmONAL RESTRICTIONS THAT ARE NOT SHOWN
ON m/s suwer mAr MAY BE FOUND IN THE PUBLIC RECORDS
OF DUVAL COUNTY. FLORIDA.
PROPOSED
IMPERVIOUS CALCULATIONS
LOT AREA = 8,250± SQUARE FEET
CERTIFIED TO:
AUDREY A. FLIS
DESCRIPTION
BUILDING AREA
ENTRY
PORCH/U\NAI
CONCRETE
PROPOSED SHED
A/C PAD(S)
PROPOSED POOL
POOL EQUIPMENT
SQUARE FEET
1,553±
41±
132±
831±
280±
9±
699±
24±
TOTAL IMPERVIOUS AREA = 3,559±
TOTAL DENSirf = 43. J%
D U R D EN
SURVEYING AND MAPPING, INC.
985 11TH AVENUE SOUTH
JACKSONVILLE BEACH, FLORIDA 32250
(904) 853-6822 FAX 855-6825
LICENSED BUSINESS NO. 6696
SURVEYOR'S NDTD
THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND
THEREFORE THE UNDERSIGNED AND DURDEN SURVEflNG AND MAPPING, INC.. MAKE ^ NO CERTIFICATIONS
REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF
EASEMENTS,^ RIGHTS-OF^WAY, SETBACK LINES. OVERmPS. BOUNDARY LINE DISPUTES, 'AGREEMENTS,RESERVATIONS OR OTHER SIMILAR hlATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH'OF TrTLE.THIS SURVFf NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED.
I hereby certify that this survey meets the
standards of practice as set forth by
the Florida Board of Land Surveyors, pursuant to
Section 472.027 Florida Statutes and Chapter
5J17 Florida Administrative
FIELD:
FLORIDA REGISTERED SURVEYOR No. 470:
H. BRUCE DURDEN, Jr.
JUNE 01. 2021
CAD FILE NO. L-9, B-4f86 SARATOGA CIR S).DWG
SCALE: 1" = 20'
WORK ORDER NUMBER:21267 B-9957
POOL21-0024
POOL21-0024
CHILD SAFETY METHOD:X Pool Area to be Fenced •Pool Area to be Screened *Child Safety FenceDoor and Window or PoolsideAlarms•Gates and Screen Doors to beSelf Closing and Self LatchingH.U.C. No FLOOR RETURNWALL RETURNSPA JETCLEANER LINE320 LIGHTDRAINSKIMMERDECK DRAINELEVATIONPROPERTY LINEA&A VALVE NOTE:ALL WRITTEN MEASUREMENTSARE FINISHED PRODUCT.I.E DECK MEASURMENTSARETO WATER NOT COPINGTERMINOLOGY•TABLET FEEDER• SALT CHLORINATOR* SMART GUARD*OZONE(UV+CD,ORUPFOR ULTRA PURE ONLY)
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MAP SHOWING SITE PLAN OF:
LOT 9, BLOCK 4, ATLANTIC BEACH VILLA, UNIT NO. 2, AS RECORDED IN PLAT BOOK
51, PAGE 13 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
N
^
^ors^-' '3
(^sK
^
%4^^ . " '?$7~7h^1
/?0^rfi/^"•^/^,x ft/
IMPERVIOUS CALCULATIONS
LOT AREA = 8,250± SQUARE FEET
^^
DESCRIPTION
BUILDING AREA
ENTRY
PORCH/LANAI
CONCRETE
METAL SHED
A/C PAD(S)
SQUARE FEET
7,553±
41±
132±
831±
81±
9±
^ua
TOTAL IMPERVIOUS AREA = 2,64-7 ±
TOTAL DENSirr = 32.1%
GO^ c€?'^CTC^-
-0,.
NOTESi
THIS PROPERVf UES IN FLOOD ZONE "X" & "X-SHADED"PER
FLOOD INSURANCE RATE MAP (FIRM), CITY OF ATLANTIC BEACH,
DUVAL COUNTf, COMMUNITf No. 120075, MAP/PANEL No.
12031C-0408-J, REVISED NOVEMBER 2, 2018
BEARINGS BASED ON THE NORTH RIGHT-OF-WAY LINE OF
SARATOGA CIRCLE SOUTH AS BEING N 69-31'25' W
ELEVATIONS SHOWN AS THUS (6.71) AND ARE BASED ON THE
NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988
TREES HAVE BEEN LOCATED AS ACCURATELY AS POSSIBLE UNDERCURRENT CONDITIONS. TREE SIZE AND LOCATION ARE MEASURED BY DBH
(DIAMETER BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND
30' BUILDING RESTRICTION LINE (B.R.L.) BY PLAT
N.T.S. DENOTES NOT TO SCALE
F.F.E. DENOTES FINISH FLOOR ELEVATION
DENOTES EXISTING DRAINAGE FLOW
OHE DENOTES OVERHEAD ELECTRIC
TRB DENOTES TELEPHONE RISER BOX
ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 4 EXCEPT AS NOTED
—//— DENOTES 6' WOOD FENCE EXCEPT AS NOTED
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWNON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS
Or DUVAL COUNTY, FLORIDA.
•^A Y
r^/f * °'s^.^0
PROPOSEDIMPERVIOUS CALCULATIONS
LOT AREA = 8,250± SQUARE FEET
^
CERTIFIED TO:
AUDREY A. FLIS
DESCRIPTION
BUILDING AREA
ENTRY
PORCH/LANAI
CONCRETE
A/C PAD(S)
PROPOSED POOL
POOL EQUIPMENT
SQUARE FEET
1,55 3±
41±
132±
831±
9±
447/2=22J.5±
24±
TOTAL IMPERVIOUS AREA = 2,813.5±
TOTAL DENS/TY = 34.1%
REVISED 08-03-2021 TO REMOVE POOL PAYERS AND PROPOSED SHEDREVISED 07-09-2021 TO ADJUST POOL PAYERS
D U R D EN
SURVEYING AND MAPPING, INC.
985 11 TH AVENUE SOUTH
JACKSONVILLE BEACH, FLORIDA 32250
(904) 855-6822 FAX 855-6825
LICENSED BUSINESS NO. 6696
SURVEYDR'S NOTE-
THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND
THEREFORE THE UNDERSIGNED AND BURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONSREGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CM/MS OF
EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS,RESERVATIONS OR OTHER SIMIAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE.THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED.
I hereby certify that this survey meets the
standards of practice as set forth by
the Florida Board of Land Surveyors, pursuant to
Section 472.027 Florida Statutes and Chapter
5J17 Florida Administrative Cod.e
FIELD:
FLORIDA REGISTERED SURVEYOR No. 470.
H. BRUCE DURDEN, Jr.
JUNE 01. 2021
CAD FILE NO. L-9. B-4f86 SARATQGA_,CIR SlDWG
SCALE: 1" = 20'
WORK ORDER NUMBER:21267 B-9957
Skilo Engineering Services, Inc.
Larry B. Schnaper, PE - FL PE NO. 32046 2431 Aloma Ave., Ste.124
Winter Park, FL 32792 (407) 275-1099
7 2020
ANSI/APSP/ICC-3, ANSI/APSP/ICC-4,
7Chapter 45 of the Florida Building Code, 7 th Edition, 2020, Residential.
7
Min. cover shall be 1 1/2" between steel and main drains and piping.
JETS MAY RUN
HORIZONTALLY
WITHIN WALL
RAISED SPA WALLS
THICKER THAN 10" SHALL
HAVE 2 MATS OF STEEL- #3
BARS @ 12" O.C.E.W.
U.L APPROVED LIGHT IN COMPLIANCE
WITH LATEST ADOPTED NEC
U.L APPROVED LIGHT IN COMPLIANCE
WITH LATEST ADOPTED NEC
/ COVER
RESIDENTIAL SWIMMING POOL
SPECIFICATION FOR:
DRAIN GRATE / COVER
MUST CONFORM TO
ASME / ANSI A112.19.8
OR ANY SUCCESSOR
STANDARD
DRAINS AND DRAIN GRATE / COVER
TO COMPLY WITH ASME / ANSI A112.19.8
OR ANY SUCCESSOR STANDARD PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON
THE EFFECTIVE DATE OF A MAJOR CODE CHANGE.
NTS
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED
BY LARRY B. SCHNAPER, PE ON THE DATE SHOWN ON THE
TIME STAMP USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND
SEALED AND THESIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
MASTER SPECIFICATION
DRAWING
FOR
DUVAL COUNTY
THIS PLAN MAY BE USED ON AN UNLIMITED
BASIS FOR VARIOUS SITE LOCATIONS
UNTIL THE EXPIRATION DATE OF 1/29/2022