1958 Beachside Ct POOL19-0008 Pool and Pavers SWIMMING POOL PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH POOL19-0008
ISSUED: 5/2/2019
800 SEMINOLE ROAD EXPIRES: 10/29/2019
% ATLANTIC BEACH. FL 32233
INSPECTIONMUST CALL • • r , •
ALL • • • • • • • • • r OF • • a , BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF
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.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
1958 BEACHSIDE CT SWIMMING POOL SWIMMING POOL AND PAVERS $30000.00
POOL RESIDENTIAL
TYPE OF SUBDIVISION:ILDING USE
CONSTRUCTION: NUMBER: GROUP:
1695420588 BEACHSIDE
COMPANY: ADDRESS:
COASTAL LUXURY PONTEVEDRA
OUTDOORS LLC 115 Solana Rd Suite C BEACH FL 32082
• ADDRESS:
RICHTER GREGORY 1958 BEACHSIDE CT ATLANTIC BEACH FL 32233
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.
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
Rotes:
Full erosion control measures must be installed and approved priorto 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.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
remain on-site during construction.
Issued Date: 5/2/2019 1 of 2
° SWIMMING POOL PERMIT PERMITNUMBER
CITY OF ATLANTIC BEACH POOL19-0008
J' 800 SEMINOLE ROAD ISSUED:S/2/2019
T D EXPIRES: 10/29/2019
ATLANTIC BEACH.132233
3 PUBLIC WORKS POST CONSTRUCTION TOROSURVEYINFORMATIONAL
Notes:
If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must ga.
retention area and retention overflow must run to street.
4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint(If used)must discharge Into vegetated area 10 feet minimum from street or drainage feature(swale,structure or lagoon).
5 PUBLICWORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,ShapeRs,Inc.,Republic Services,Donovan Dumpsters,
Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way.
6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration,including sod,is required.
7 PUBLIC WORKS PERVIOUS PAVERS INFORMATIONAL
Notes:
Pervious pavers must be used to receive 50%credit. .ITA
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PIAN CHECK 455-0000-312-1001 0 $10250
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50'00
BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00
PW REVIEW RESIDENTIAL BLDG 001-0000.329-1004 0 $lcom
STATE Oe PR SURCHARGE 455,0000200-0700 0 $6.49
STATEDUSURCHARGE 455-0000.208-0600 0 $4.33
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $$Om
TOTAL:$593.32
Issued Date:S/2/2019 2 of 2
City of Atlantic Beach APPLICATION NUMBER
., Building Department (To be assigned by the Building Department.)
800 Seminole Road �OL 1 1_ 00)O 8
Atlantic Beach, Florida 32233-5445 1 v I
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: Z Z
Cityweb-site'. httpl/�.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 19S?-_) I�Jfa4(�bl_S(I�F�� De artment review re uired Ye No
uildin
Applicant: l.-E SC r annin &Zoning
r Tree Administrator
Project: £' V& Public Works
Pu is i I les
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verged B
Florida Dept of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION❑ L'
STATUSrr�
Reviewing Department First Review:
Approved. PrDenied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING 8 ZONING Reviewed by: / t r Date: .-4;0-�70&
TREE ADMIN. Second Review: ❑Approved as revised. F4rDenied. [—]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: DaterVIV241
FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: flyl Date: 3G ZU!
Revised 0511912017
Building Permit Application OFFICE COPY Updated 30,9,1E
City of Atlantic Beach Building Department -'ALL INFORMATION
� 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Degt(ocoab.us IS REQUIRED.
Job Address: kqS2 (\ (PCh 1 �!Q� t c� Permit HLLmbec ' � -
Legal DescriptionI1�2� 1) �E I tpG s a-o s�R
Valuation of Work(Replacement Cost)$ 3 C)i 611T Heated/Cooled SF Non-Heated/Cooled
• Classof Work: ❑New OAddition OAlteration ❑Repair ❑Move ODemo Aool OWindow/Door_-
• Use of existing/proposed structure(s): OCommercial OResidential
• If an existing structure,is afire sprinkler system installed?: Oyes ONo APR ) ?RI9
• Will tree(s) be removed In
ti � V m Tr
Describein detail the type of work to be performed: -aNQ Z",r\6
m
Florida Product Approval g
for multiple products use product approval form
Pro eE Ownerinfon ati In
NameRA Address J ��O.Ah4e .(tl\ T
City state_L zip II 3i Phone • - ob- ' 11 _
E-Mail
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor lnfortin _
Name of Company ttt Qua�ityi Dg Agent
to
Address City t f zip
Office Phone lab Site Contact Number
State Certification/Registration N E-Mall
Architect Name&Phone q
Engineer's Name&Phone g
Workers Compensation Insurer tJCP Exempt❑ Expiration Date
Application is hereby made to obtain a permit to do the work hnd installations as indicated.I certify that no work or Installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. 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.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done In compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B EQRE
RECORDING YO R NOTI E OF COMMENCEMENT. J
(Signatureaf wnror Alert) YI (Snit roof Contractor)
andworn o( flit d)before m t95��
to affirmed ore me h�s-4day f
by OWi
(Signature Notary) yy (Signa pre N lagd.-
Personally
K. CHRIS ANN MYERS keersonally Known 0 ){FAY CHRIS ANN MYERS
roduced=deny ( ]Produced Identlflcat ' MV COMMISSION M GGp1rB06
Type of ldentlflca MY COMMISSIONa GGplTgBg Type Cif ldentiflcatlon: ' tPWEi-fePl•M
Building Permit Application
0 City of Atlantic Beach
800 Seminole Road,Atlantic Beach, FL 32233
Phdhe:(904)247-5826 Fax:(904)247-5845
Job Address: 1958Beachside Ct Permit Number:
Legal Description 42-14 09-2S-29E BEACHSIDE LOT 24 BLK 1 RE# 169542-0588
Valuation of Work(Replacement Cost)$ 25,000.00 Heated/Cooled SF 1655 Non-Heated/Cooled 516
• Class of Work(Circle one): New Addition Alteration Repair Move o Pool indow/Door
• Use of existing/proposed structure(s)(Cfrcle one): Commercial esidenua
• If an existing structure,is afire sprinkler system installed?(Circle one): Y No N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
Add Pool and pavers to existing project
Florida Product Approval# n/a for multiple products use product approval form
Property Owner Information
Name: GREG RICHTER Address: 1958 Beachside Ct
City ATLANTIC BEACH State FL, Zip 32233 Phone (8601460-4115
E-Mail gragoryi.richter®gmail.com
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information
Nameof Company: ALESCH CONTRACTING INC qualifying Agent: TED W ALESCH
Address 1946 BEACHSIDE CT City ATLANTIC BEACH State FL Zip 32233
Office Phone (9041613-6517 Job Site/Contact Number (9041613-6517
State Certification/Registrationq CGC1516238 E-Mail TEDOALESCHCONTRACTING.COM
Architect Name&Phone# WA
Engineer's Name&Phone#WA
Workers Compensation WCV015641105 EXP Ofli29/2019
Exempt/Insurer/Lease Employees/Expiation Dau
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done 1n compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO Y BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
(Signatureo wner ent including Contra [or) ig ire fContractor) '7
SiwdpTd sworn to(or aff m efo a hE d y of Signe and swo o or rm befor this C1 ay of
f—01by 17-60 k y O t
(Signature of Notary)
mmol ER
By=AASSlal a FF aoia 1
EXPIRES.octcber6,2019
' CoMM1SSi0N#FRGER ` Banxtlnn Mlaiyvuttic Unaemhn
Personally Known I r " EXRRESI5 civ'r'F9gS$1 [ ]Personally Know
�Ci' EXPIRES:pe{oberb
[ ]Produced Identlfi i) amevm,�rn aot9 [ ] e of Idetl Identification (� `
Type of ldenfrficat]on: �P�be Ontlen"t°^ Type of ldeMi6cation:_
4
Revision Request/Correction to Comments "ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
r1 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:' ;a-CION
,Revision to Issued Permit OR ®,Corrections to Comments Date:
Project Address: 11 1�° Fi^.�1� d Is pi-
Contractor/Contact Name:: C� "\,Q SCIC'l
Contact Phone: g0t4- I aiA 4 D61�- email:
A P R 1 Q 2019
Description of Proposed Revision/Corrections:
�t��ec no 0—dolt"pct inns 1ok.9�r\m�act COJ
loo , }
I _ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
a1tose
Will proposed revision/corrections add additional square footage to original submittal?
I..piNO ` ,Yes(additional s.f.to be added: )
*.oil proposed revision/corrections add additional increase in building value to original submittal?
LJNo "Yes(additional increase in building value:$.)(Contnsmr must sign if inr ase In wivaeun)
'Signature of Contractor/Agent:
�./ (Office Use Only)
ElP9 Approved Denled EJ Not Applicable to Department Permit Fee Due$ 5-0,615-)
Revision/Plan Review Comments /SS•� e) cQpiS Of' li-r Qe!r WSARAI
Sm�l TQ(l Foam %' , on Art+ Rrvl,"c .
Department Review Required:
Building 1/
Planning Zoning !viewed By
I ra or
Public Works
Public Utilities
Public Safety Date
Fire Services - u°amedio/v/ie
CITY OF ATLANTIC BEACH
's 800 SEMINOLE ROAD
J - ATLANTIC BEACH,FL 32233
(904)247-5800
r It
BUILDING REVIEW COMMENTS
Date: 3/4/2019
Permit#: POOL19-0008 Site Address: 1958 BEACHSIDE CT
Review Status:denied RE#: 169542 0588
Applicant:ALESCH CONTRACTING INC Property Owner: RICHTER GREGORY J
Email:ted@aleschcontracting.com Email:gregory.j.richter@gmail.com
Phone:9046136517 Phone:8604604115
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Co ion Comments:
rre t
Submit a cover page for your business and permit applications for Atlantic Beach. A pdf will be attached
/for some guidance as to what the Department is looking for.
'2. Submit 2 copies of the NOC.
A. Submit 2 copies of the pool plan that shows plumbing layout of drains and returns,skimmers,pool
bonding, location of drains,applicable codes and ordinances.
✓4. Submit 2 copies of the pool structural engineering. Also include footer and stem wall engineer if
applicable.
5. Submit 2 copies of the Simplified Total Dynamic Head Calculation.
✓6. Submit 2 copies of the ANSUAPC/ICC 15 WORKSHEET, Swimming Pool Energy Efficiency
Compliance Information.
v7. Submit 2 copies of the pool equipment and their technical data sheets.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
904.247.5844
Email:mjones@coab.us
ErrkgJ*C1 Plan G2rVirl � Cumwtn 4r 3- y-2oiy ry U
Resubmittal Notes: U
CITY OF ATLANTIC BEACH
tt 800 SEMINOLE ROAD
I ATLANTIC BEACH, FL 32233
(904) 247-5800
x"r ii1��
PUBLIC WORKS REVIEW COMMENTS
W
2019OL19-0008 ORICHTER
958 BEACHSIDE CT
tus:dented588OASTAL LUXURY OUTDOORS LLCer: RICHTER GREGORY 1
n@coastalluxurypv.com .j.richter@gmail.com
5432626 04115
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
tm # s:
1. ch Building Department plan reviews for pools include the submittal of 2 copies ofDynamic Head Calculation Worksheets,as requested in[he pr vj tyusppl�reviewase submit 2 copies. The worksheets are available on the web b m the whole C e
f�� y/3o�zo19
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach,FL 32233
(904)247-5844
Email:mjones@coab.us
Emai �t� Qt View �,,,t ,,...�n-f-3 yJLrJzarq /3'1
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with
'"ALL INFORMATION
- Revision Request/Correction to Comments HIGHLIGHTED IN
City of Atlantic Beach Building Department
GRAY 15 REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
POOL 19-0008
Phone: (904) 247-5826 Email: Building
Dept@coab.us PERMIT N:
❑Revision to Issued Permit OR El Corrections to Comments
Date:4-29-19
Project Address: 1958 Beachside CL Atlantic Beach, FL 32233
Contractor/Contact Name: Kevin Cartoll
Contact Phone:
904543-2626 Email: Kevin�wastalluxurypv.wm
Description of Proposed Revision/Corrections:
1, Submitting 2 copies of Simplified Total Dynamic Head Calculation Worksheet
I Kevin Carroll affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original sub�ttal?
ONO ❑Yes(additional s.f.to be added:
II proposed revision/corrections add additional increase in building value to original submittal?
��001l�� )IContmaor must sign If inaeass In w1wtionl
LINO FI-Yes(additional increase in building value:$
•Sign ature of Contractor/Agent:
, (Office Use Only)
Is8 Approved ❑ Denied E Not Applicable to Department Permit Fee D
Revision/Plan Review Comments
Department Review Required:
Buildin Reviewed By
tanning&Zoning
Tree Administrator
Public Works
Public Utilities Date
Public Safety updnand 1o/v/ae
Fire Services
s..vi,. City of Atlantic Beach ,per APPLICATION NUMBER
Y d� Building Department 6.,; ^'a assigned by the Building Department.)
Atlanti800 Seminole Road
Phonec(904247-58263Fax(9OS
04)247-5845 FE8 15 Qp ��� 1 _ ��
;r v> E-mail: building-dept@coab.usM routed: Z z
City web-site: http:/M�.coab.us
APPLICATION
�REVIEW AND TRACKING FORM
Property Address: J )SO') I�)EAQgS (DF ' [)apartment review required Yes No
uildin
Applicant: LE SC — f nnin &Zoning
Tree Administrator
Project: E ublic Works
ic i VP
e.
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. Venied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by. Date:
TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 0511912017
/fl)2
i �
,
lb Yeo
FD
le CITY OF ATLANTIC BEACH
Department of Public Works
1200 Sandpiper Lane
Atlantic Beach, FL 32233
(904)247-5834
PUBLIC WORKS PLAN REVIEW COMMENTS
Date: 3/4/19 Applicant: Alesch Contracting
Permits: POOL19-0008 Email: ted(alaleschcontractin¢.com
Review Status: DENIED Property Owner: Greg Richter
Site Address: 1958 Beachside Court Email gregory.i.richter@¢maii.com
THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS
Correction Items must be submitted to the Building Department at 800 Seminole Road.
Submittals that respond to only one or a few correction items will not be accepted.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions must be submitted to the Building Department and must respond to EACH department review.
PUBLIC WORKS CORRECTION ITEMS:
• Provide construction site management plan including location of silt fence, dumpster, portable toilet.
Right-of-way Permit is required if using right-of-way for construction parking.
• Provide drainage plans showing site topography(flow arrows, etc.). ,L H p A
• Provide erosion and sediment control plans with installation details. R f r
• Provide impervious surface calculations for entire lot(existing and post construction).
• Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off
if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention
required per Section 24-66(b).
• Provide a detailed plan of water retention area and how water runoff gets to water retention areas
and then to street.
• Provide explanation of what is in the form board areas.
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
• Full erosion control measures must be Installed and approved prior to beginning any earth
disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and
Sediment Control Inspection prior to start of construction.
• All runoff must remain on-site during construction.
• If on-site storage is required, a post construction topographic survey documenting proper
construction will be required. All water runoff must go to retention area and retention
overflow must run to street.
• Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street or
drainage feature (swale, structure or lagoon).
Page 1 of 2
0APublic WorkAADIAMPLAN REVIEW COMMENTS\POOL19-0008(Alesch).docx
• Roll off container company must be on City approved list(Advanced Disposal, Realco
Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,
1Dog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container
cannot be placed on City right-of-way.
• Full right-of-way restoration, including sod, is required.
• Pervious pavers must be used to receive 50%credit.
Scott Williams, Public Works Director swilliams0coab.us/904247-5834
Resubmittal Notes: All revisions and changes shall clearly standout from the rest of the drawing on the sheet as a revision byway
of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision
sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that
sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be Inserted into each
set of drawings. The original sheets must be clearly marked"VOID"but are to be left within the set of drawings. Complete new sets
of drawings will not be accepted. ADDITIONAL ITEMS MAYBE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY
OF FINAL PLANS SUBMITTED FOR REVIEW.
Page 2 of 2
O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL19-0DOB(Alesch).docx
ALL
Revision Request/Correction to Comments •�HIGHLI HIGHLIGHTED
ON
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#."_?Aif� IQ-0008
L J Revision to Issued Permit
Permit OR aCorrections to Comments Date:
Project Address: IR6e LY'.IIS.�A o CF
Contractor/Contact Name:'--�—oc\ Nsa,Q!n
Contact Phone: qD�(- ( p13-LtS I )— Email: �B Q� (�\4Sl APR ht'D(1 8 2019_�� _'"N0l et
- 2019
Description ofProposed Revision/Corrections: `" - -
Ca➢
F
J d is
�f• oe-u k
I _ t affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
is Will ^
ill proposed revision/corrections add additional square footage to original submittal?
MNo ` J Yes(additional s.f.to be added: 1
•.jyadIill proposed
'revision/corrections add additional increase in building value to original submittal?
UNo u-Yes(additional increase in building value:$ )contridor must sign If increase In wluation)
*Signature of Contractor/Agent:
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due $
Revision/Plan Review Comments
ment Review Required:
Buil ing ��
g BII Reviewede
Plan in Zonin 01V
i r or t
Putfic works APR 2 3 2019
Public UtilRies
Public SafetV 'I.Y: Date
Fire Services Updoceei0/17/18
;'l Comp. By: SM
Date: 4/412019
Public Works Department
City of Atlantic Beach
Permit No: Pool 19-0008
Address: 1958 Beachside Ct.
Reauired Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stonnwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr I24-hr rainfall depth 19.3-inches for Atlantic Beach)
Prodevelopment Runoff Volume:
Lot Area(A) = 6,613 ft'
Runoff Coefficient
Area Lot Area
Description (ff2) (ft') "C" Wtd"C"
Impervious 2,722 6,613 1.00 0.41
Pervious 3,891 6,613 0.20 0.12
Runoff Coefficient(C)= 0.53
Runoff Volume
V= 0.53 x 6,613 x 9.3 1 12
V= 2,713 ft'
Postdevelooment Runoff Volume:
Lot Area (A) = 6,613 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (it) "C" Wild"C"
Impernous 3306 6,613 1.00 0.50 %ISA= 50.0%
Pervious 3,307 6,613 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume - -
V= 0.60 x 6,613 x 9.3 I 12
V= 3,075 ft'
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 3,075 - 2,713
DV= 362 ft'
Retention MASTER WATER RETENTION Q4 019
Comp. By: S/W
Date: 4/412019
Public Works Department
City of Atlantic Beach
Permit No: Pool 19-0008
Address: 1958 Beachslde Ct.
Provided Storage:
Elevation Area Storage
(re) Ift') (n')
11.5 104 0 BOTTOM size 8 X 13
12.0 150 64 TOB size 10 X 15
Elevation Area Storage
(ft) (fl') (ft')
0.0 0 0 BOTTOM
0.0 0 0 TOB
Elevation Area Storage
(n) (ft) (ft)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Inground stooge=A'd'pf
A=Area= 150.0
d=depth to ESHWT= 8.5
of=pore factor= 0.3
Inground Storage= 382.5 it,
Required Treatment Volume= 362 ft'
Supplied Treatment Volume= 446 fl'
Reentpn WSTERWATERRETENnON VN2019
Coastal Luxury Outdoors
(.0Ati1AL I UXUl"Y 115 Solana Rd,Suite
Ponte Vedta Beacb,FL 32082
Office(904) 543-2626
Fax(866) 609-2717
CPC 1458340
Project Name: Gregory Richter Date: 4-16-19
Address: 1958 Beachside Ct
Atlantic Beach, FL 32233
Construction: Inground concrete swimming pool
Occupancy Class: Single Family Dwelling Group R-3
Lot Coverage:
Lot Square Footage:6399 sq ft
House: 1,-964-sq ft
s
Deck and Paver Area:436sq ft 39
Pool and Spa:.3-Ksq ft (not included in coverage)
Total Coverage:3yG96sq ft 3110
Percentage:-4&4% f1,74 q C/D
Index:
Cover Letter
(2) Notice of Commencement
Permit Application
Tree Removal Affidavit
Warranty Deed
Contractor License .
County Business License
Certificate of Liability and Workman's Comp
Checklist
• Revision Requirements
• Building Review Comment
• 2 Sets of TDH/ANSI/APSP 7 pgs. 1 - 3
• Pump Data Sheet pg. 4
• Cartridge Filter Data Sheet pg. 5
• Main Drain Data Sheet pg. 6
• 2 Sets of Plans
1. Pool Drawing pg. 7
2. Plumbing pg. 8
3. Survey pg. 9
4. Public Works Review pg. 10- 12
5. Public Works Office Calculation pg. 13— 14
6. Survey pg. 15
7. Drainage pg. 16
8. Construction Site Management pg. 17
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road `�_ co Q 8
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@}coab.us Date routed'. 7i Z
City web-site'. hap:ltw .ccab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1��l 1�)bR 1-lS 1�F�? De artme it review require Yes No
uildin
Applicant: L-T�t';Q
r nnin &Zoning
Tree Administrator
Project: 6 ublic Works
Pubic I les
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management Distitct
Almy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobamo
Other
APPLICATION STATUS,—,/
Reviewing Department First Review: ❑Approved. YJDenied. [-]Not applicable
(Circle one.) Comments:
BUILDING Net!1 Je4- - ,�5
PLANNING B ZONING ���!!! Reviewed by: � Date:2—�3' ICI
TREE ADMIN. Second Review: i Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
eG�arle� ("" 1„i/
PUBLIC UTILITIES V r
PUBLIC SAFETY Reviewed by: Date:��2
FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by:_ Date:
Revised OW1912017
ALL
Revision Request/Correction to Comments •'HIGHLI HIGHLIGHTED
ON
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY Is REQUIRED.
800 Seminole Rd,Atlantic Beach, Fl. 32233
1�1 Phone: (904) 247-5826 Email: Building-Dept@coakims PERMIT#:�d'0{� -MDR
L7
I� J Revision to Issue/d�Permit OR 1Corrections to Comments Date:
Project Address: I'ISEPC,iI�Aa CF-
Contractor/Contact Name:oC� " -,Qh -
Contact Phone: —ID�— Ip1.3^ Q51' — Email: SC.h(so .WQ.�u'a- t\c . (.'7fY1
APR 1 8 2019
Description of Proposed Revision/Corrections: QQ -- - --- - ----_-- - -
1 ��J02 no 0.oOltpn nes 46 .Wcwt� 1o�n4 t\+P�a600J
I _ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
e Willproposed revision/corrections add additional square footage to original submittal?
MNo F]Yes(additional s.f.to be added: 1
�y�rI�II 1J
propo�ssel1d``revision/corrections add additional increase in building value to original submittal?
[!Nlo -Yes(additional increase in building value:$-)(cantmmrmugsip iflncreese In 4uatlon)
*Signature of Contractor/Agent:
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
An'Review Required:ningReviewed By
a orrks
Public Utilities I 1
Public Safety Date
Fire Services upeoredio/v/ia
TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
Department of community Development
Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
(P)904247-5800 (F)904247-5845 PERMIT#
SECTION I-APPLICANT INFORMATION X Owner(s) r Legal Authorized Agent*
NAME OF APPLICANT GREG&AMANDA RICHTER
NAME OF COMPANY ALESCH CONTRACTING, INC
ADDRESS OF COMPANY 1946 BEACHSIDE CT ATLANTIC BEACH, FL 32233
PHONE CELL 9046136517 EMAIL TED®ALESCH.COM
CONTRACTOR CERTIFICATION NUMBER CGC1516238
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION 11-SITE INFORMATION
STREET ADDRESS OF PROPERTY 1968 BEACHSIDE CT ATLANTIC BEACH,FL 32233
Ilan atltlress hasrwtbeen asslgnMrothisproperty,cmtatt McAB&IiWirg CepartmeMat(904)141-SE26ro requettan atltlress.
LEGAL DESCRIPTION 42-1409-2S-29E BEACHSIDE LOT 24 BILK 1
LOT 24 BLOCK 1 SUBDIVISION BEACHSIDE
REAL ESTATE NUMBER 169542-0588 LOT OR PARCEL SIZE: SOFT 0 AC
RESIDENTIAL X COMMERCIAL OTHER(SPECIFY)
I affirm that 1 have reviewed the provisions of Chapter 13, "Protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-aPplicabon meeting with the Administrator of those
regulations. Subsequently,I affirm that no regulated bees and no regulated vegetation will be damaged,destroyed and/or removed
from the above-described qradjacentproperdes in conjunction with this project.
SIGNATURE OFOWNER SIGNANRE OF OWNER ('
Signed and sworn before me on thiszZday of E� , 7p"q ,by State of I"
2 //�� `�� County of
Identification verified: R 7- O 0
Oath sworn: r Yes r No _
TONI GINGtESPERGER
#MISSION R FF 924951
NotaryIgna uie '. .A[ EXPIRES'.CcNber G,2019
>'yp�?:' e�axe rn,x wznvcMcubenc+xa
REV-TVA-v1a.17 My Commission expires:
Doc M 2014257345, OR EK 16975 Page 2167, Number Pages: 2, Recorded
11/13/2014 at 11:37 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $18.50 DEED DOC ST $3500.00
OFFICE COPY
Prepared by.
Richard T. Morehead Title&Escrow,Inc.
444 Third Street
Neptune Basch,Florida 32266
FileNumber: 1481494
iq os �oa�
General Warranty Deed
Made this November 6,2014 A.D.By James Jay Smith,Jr.,a single person,whose post office address is:P.O.Box 51528,
Jacksonville Batch,Florida 32240,hereinafter called the grantor,to Gregory J.Richter and Amanda Richter,husband and wife,
whose post office address is: 1958 Beachside Court,Atlantic Beach,Florida 32233,hereinafter called the grantee:
1 Wlmncrn and h,nn the tem-Fmtm'Me'aranee-imludc all We pmns W U is tnnsmnenn and du techs,least mprncnutiva end a ntnt of
,Mrv,dwls. and the wu twos and slam of eorpwnions)
W itr esseth,that the grantor,for and in consideration of the sum of Ten Dollars,($10.00)and other valuable considerations,
receipt whereof is hereby acknowledged,hereby grana,bargains,sells,aliens,remises,releases,conveys and confirms unto the grantee,
all that certain land situate in Duval County,Florida,viz:
Lot 24,Block 1,Beachside,a subdivision according to the plat thereof recorded at Plat Book 42,Pages
14, 14A, 14B and 14C, in the Public Records of Duval County, Florida.
Parcel ID Number: 169542-0388
Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor
has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to mid land and will defend
the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except raves accruing
subsequent to December 31,2014.
DEED IMrviduel Wee gDeN-UW on Fuc
OR SK 16975 PAGE 2168
OFFICE COPY �.
Prepared by.
Richard T. Morehead Title&Escrow,Inc.
444 Third Sweet
Neptune Beach,Florida 32266
File Number 14BI494
In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written.
Signsealed and delivered in our presence:
h Jay o ,Jr
wi�ness Primea Nemc ( /�('�,.,,e A m P. .Boz 51 8,JaT.—4 cksonville Beach,Florida 32240
__!Seal
W Imar Rimed Namr���_ M F/ �.-�-�_ _. . Address
State of Florida
County of Duval
The foregoing instrument was acknowledged before me this 6th day of November, 2 1 b.y pmg ay Smit ,Jr., a sin pers 0
is'are personally known to me or who has produced enti a n
N It,
Prier Name:
Mp Comuhuoe
aCX6aDT MOaEXEaD
Xu : XUDIs.SlalemiNxka
�C r Nr Comm Exgrea hn a.tats
'S; d? Commiwan♦FF 005561
aanFad lle0upn Natuna ItlYY ar W.
DUD Wividual Aa oDad.U0 on Fete
Doc k 2019089160, OR SK 18760 Page 2146, Number Pages: 1,
Recorded 06/18/2019 12:07 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00 Perm,�#&11 R-noo B OFFICE COPY
F- � \\ NOTICE OF COMMENCEMENT
State of Ft�p4�. Tax Folio No. ��DYS�d ' �SOd
County Of " \]elxla
To Whom It May Concern:
The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713
of the Florida Statutes,the following informatio�f is to in NOTICE OF[grytMENCEMENL
Legal Description of property being Improved:}ylly C1i �i��., � DehSyr� ltole 4a�qS4
10' Ab ana
Address of property being Improved: , Q
General description of improvements: t ..,^ P,4-0A]L.�c.�T �•"^m'.1�C `IAM.
Owner: Address: ,
Owner's Interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
. .Contractor
Add ess
`r U Telephone No.: C&L- -St� Fax No:
Surety(if any)
Address: Amount of Bond S
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the Improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may
be served:Name: ,
Address:
Telephone No: Fax No:
In addition to himself, Owner designates the following person to recelve a copy of the lienors Notice as provided In Section
713.06(2)(b),Florida Statues. (Fill in at Owners option)
Name:
Address:
Telephone No: Fax No:
Expiration dale of Notice of Commencement(the expiration date Is one(1)year from the date of recorciing unless a different data Is
specified):
TNR SPACE FOR RECORDER'S USE ONLY OWNER
�v0
—3e®Iee: t Brie.—�I
ONRIg ANN FpYpP9 eetore methls day of Ip me toumy of uval,wn
MY COMMI88IONkOOutt80 OfFbAda,has
catUge,S appeared i
mbar 03,1020 NotaryPuhlicat Larel.Slate F Caun .'
' B%FIRES Sawa Mycemmisslon expires:
Personally Known: or
Produced Identdlcation:
ANSI/APSP-7, 2006 Specifies three methods for determining the maximum system Flaw rate. The
following simplified TDH calculation is one of the methods specified.
Simplified Total Dynamic Head (TDH) Calculation Worksheet
Determine Maximum System Flow Rate
Minimum Flow Rate Required: 35gpm per skimmer(required: 1 skimmer per 800 sq ft of surf.area)
1. Calculate Pool Volume 3 1 C( X 14 X 7.48 (gal./cubic foot) _ q,54 t{
(Surfam Area) (Avg Depth) / (Volum In Gauons)
2. Determine preferred Turnover Time in Hours: teO X60 (min /hour) _ M bl1 }
(Hours) �^ _ (Turnz�n min) CL
3, Determine Max Flow Rate qs4� / 3�� + / _
(Volume in Gallons) (Turnover In Min) [Pool Plow Rate) (System Flow Rao) 0 0
4. Spa Jets: X GPM per jet= Flow rate V
(Noofjeta) (let Plow) [Total let Rev,Raw) LLI
(For Single Pump pool/spa combo,use the higher of No. 3 or No.4 in the following calculations for the pod&Spa) 9
Determine Pipe Sizes: LL-
LL-
Branch
L-
LL-Branch Piping to be 3'0 inch to keep velocity @ 6 fps max.at )'' 13���' gpm Maximum System Flow Rate 0
Suction Piping to be X2.5 inch to keep velocity @ g fps max.al.1.J.J_gpm Maximum System Flow Rate
Return Piping to be yi_inch to keep velocity Q 10 fps max.at 0 3 gpm Maximum System Flow Rate
Determine Simplified TDH: w
251 I. Distance from pool,to pump in Ft: Z
� ��L �¢�,,II = � z
2. Friction loss(in suction pipe)in .Z_5 inch pipe per I t. @ gpm= (from pipe flow/friction loss m�8� z O
3. Friction loss(in mourn pipe)in •2.12 inch I r i t. ® (from pipe flowlfriclion loss:E Lu O Z Lm.
P Pe Pe gPm=
4. 25 X OlOg = 2, 2! VUOU o
(4ngth of Suction Pipe) (Ft of headll it of Nps) (TDH Suction Pipe) Lu f— ¢ D
5. 2S X_ as q Oaoa �O
ManlN of Suction Ape) IF,MNOI hof Pipe) (IDH auction Ape) I) Fy H ^III
Flow and Friction Loss Per Foot / p ¢ != Z
(Schedule 40 pvc Pipe) TDH in Piping 1� 0 D-• tL s
Oww an
Filter loss in TDH (from Otter data sheet) 0 } a ¢ an
v.I.0 .r.trw rsma �I r w O
H w. sos u.eI ims Heater loss in TDH (from heater data sheet)
wUww
u• n o.n• eo u• a ar Total all other loss w
r o.er 'N m .re• im .ir ypt ( ) 1.2 C m
u• M em• m .0 to .u• Total D amiC Head TDH W m
r in o.oe• 'Nip .m• m .io
Selected Pump'
QWainDit Cr:
Pump selectionr t,
eCi(Dslrq pump curve for TDH&System Flow Rate
u5p mode end alae In P]
Main Drain Cover. r0. rX (System Flow Rate must not exceed approved cover flow rates)
(Pump model and alae In HP)
Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm.
Deteruilne theNumber and Type of Regn1red In-floor Suction Outlets.
(Check all that apply)
0 O — 3' -- G) 2 suction outlets @_LL{�gpm max. flow(see note 2)
❑ O O O suction outlets @ gpm max. flow(see note 3)
0 O channel drain @ gpm w/ _ports (see note 4)
OFFICE COPY
TDH Calculation Options ANSI/APSP/ICC Worksheet
(For each Pump) Swimming Pool Energy Efficiency Compliance Information
Check one Note:These Requirements Apply ONLY to the Filtration Pomp
❑ Simplified Total Dynamic Head (STDH) Maximum
ccFiltration Flow Rate Cekutiattens
Complete STDH Worksheet—Fill In all blanks Pool water Voumey56360=27 Spin=filtration flow rete
❑ Total Dynamic Head (TDH)
Complete Program or other talcs.Fill in is there an Auxiliary load on the filtration pump?Yea_NO
required blanks on worksheet&attach If so,what is the auxiliary now rate_gpm
calculations Maximum Flow Rate 217 ,pm(mwilnum auxiliary pool loads m
❑ Maximum Flew the filmdon Flow rate,whichever is greater.
of the new or repllacementacement pump
Notes: The pool jlftrWion Jfow rale shall not be greater than the rate tended
1. If a variable speed pump is used,use the max m turn over the pool water volume in 6 hours or 36 Spm whichever Is
pump low in calculations greater. This means that jar pools of less than 13000 salons,the
2. For side wall drains,use appropriate side wall um shall 6e sized have a ow rare P 36
drain flow as published by manufacturer pump fl J gpm or fess.
3. Insert manufacturer's name and approved Suction Pipe aim®6 fps. 2'S mcb
maximum flow Remm Pipe size® B FPS z'0 inch
4. See installation Instructions for number of
ports to be used Filter Factors:(Cartridge 373)or(D.E 2)or(Sand 13)
n
S. In-Floor suction outlet cover/grate must 0 ? +L_.375 _:_7A
conform to most recent edition ofASME/ANSI (flow ren) r7(3Filter fac�or)nn�� (minimum pinter Sim)
A112.19.8 and be embossed with that edition Filter Make/Sin Ye2n'frn i r IN pa aA Q el eA✓' fig
approval
6. Pump,Filter and Heater make and model Backwash valval Yes No-->L(if yes,inas
cannot change,and equipment location cannot Pump Selection from APSP database on Curve (kw than 170M
be move closer the pool without submitting a gallons)or C�1M°ter than 17000 PUNS)(circle
revised plan and TDH calculation worksheet for Moacl_�e+n-ta rTvl�c(� ��n Var o� S cc�
approval @15k
'1—f '
Flow Ran(low speed)firm a� �54(�rr�ptm
Veloclt -Feet Per Second Flow Ran(high speed) spin a 34SO(not required
PI Vas 6FPs aFPS 20FPS if no auxiliary load on filtration pump i1na
1.5' 37 m 0.08' N.D. .14' 61 m .2P pump Controls
r 62 0.06' 83 m .10" 103 m .16'
2.5" 08gpm 0.05' 117 .W' 148 m .13' Standard time clpCk/2 speed time clock Lor other�_
3' 136 m 0.04' ]a1 m .0]' 2Z) m .30' Heeler Model N A
4" 234 m 0.03' 313 m .0s' 392 m .W'
6' S34pm o.02' )12apm .03' Notes:suction piping in front of pump inlet must be 4 pipe diameters
inlength, Must have 18"of straight pipe after the filter far solar.
p.te
v` tooling
Poe cifications for:
Owner:
can n lanamn Address
City,State,Ztp
Telaphem Number
OFFICE COP
Total Head In Feet Conversion Chart
Inches Mercury(Vacuum
p 2 1 eGouge)4.5a 10 12 1
1
8.8 p 1e 11
1 2.3 A.3 11.3 73.8 18,8 19.1
2 .1 e.1 11A 79.8 166. .0 20.3
8e 71.1 18.1 20.4 22.7
7 8.B 19.7 8.2 183 20.4 22.7 26
a.x 7148 fa.7 to 18.x
1 a.2 tf.b 2o.a 2z.6 2a z).a
a its 1348 61 Ip 78.3 20.8 2x,8 26.7 27.3 2840
78.1 1843 N1.8 22,
a 13.8 16.1 18.1 2p,p a 25.1 270 28.p 31.0
7 18.2 18.4 20.7 23 22-9 26.2 229.) 31.8 31.2
a 1848 20.7 29 26.3 27..22 27.5 20.7.7 32 38.5
31.9
a 20.8 x748 28.8 32 34.4 38.8 38.8
x3.1 28.9 27.8 20.8
10 23.1 26.4 27,p 32.7 34.3 38.a 98.9
29.p 11.7
P 11 26.4 17.7 28.6 32.2 92.7 340 38.7 38.6 11.x 43.4
S 1a x7.73146 36.7 3B41. 13.6
1 30 32.2 3/.6 38.846.8
17 30 32.3
X. 38.8 28 17.3 13.6 I6.8 1841
11 32.3 91.8 38.1
3B.p 11.3 43.8 I7.B 18.7 60.1
10 38.1 110 49,8 16,9 46.2 60./
34.8 38.0 39.2 41./ 13.7 62.7
1e 37 983 41.8 43.7 16a 5 5 80.5 a2J
O.o 41.7 1348 15.1 18 3J 18.3 82.8 58
52.8 66 57.3
50,8
19 19.8 5841 48.4 ace 78.1 670 58.0
43.8 48.2 /8,1 00.7 82.8 37.1 57.4 66.7 81.8
20 de.x 18.6 70.7 33 6248 66.2 77.1 $97
2/ 48.5 a0.9 63 86.2 57.6 86.8 62 e/,3 OB.b
22 8349 87.8 66.8 82.1 81,3
27 80.8 89.1 58.3 87.9 68.689.8 88.0
83.1 0.1.1 87.7 78.9 82.2 82.1 64.4 88.8 88.8 71.2
86.1 87.7 BO 82.8 84.6 &.! 86.7 89 77.x 73.6
87.8 80 82.3 89.8 BB.B 88.7 88 71.3 73.8 78.8
80.1 92.9 �.1 77.3 79.9 78,8 78
�!
8809 88.8 BB.1 71.1 73,8 78.0 76,1 80.1
2e 819 .8 884 77.1 79.7
84.7 58.8 W.2 71. 76.8 78.1 90.5 82.7
20 6 73.7 78 )8.2 80.8 82.8
87 89.3 71.8 73.8 78 Ba
8843 71.8 78.3 60.6 82.6 68.1 87.3 I
71 71.8 79.8 78.1 78.3 90.8 82.6
73.8 78.1 78./ 85.1 870 63,6
a2 73.6 60.7 82.0 86.2 87.4 68.7
� 75.x IB.1 80.7 83.7 BZ
793 78.6 83.2 87.b 9p.7
60.7 83 Ox 81.3
78.886.3 87.5 89,8 92 84
883 I
76 88.8 83.1 37.8 .3 88.8
ao.e Sae 66.4 876 09.0 92.e 92-1a.! 8848 989
a2.x 9/.1 08.7 83.6 101.2
"NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
GAGES THAN THE ULATED TDH
O BE INSTALLED qT THE TIME OF FINAL I
INSPECTION FOR VERIFICATION.
OFFICE COPY
►� PENTAIR
TDH CALCULATOR
Pool Information
Flow Rate: 60 GPM Total Piping Lengths:
Suclion LM: 0 Ft Inlet Side'. 60 Ft
Discharge Side'. 60 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) inlet Piping: 2.0521n
&arch Piping: 6 FVSec Discharge Piping: 2.052 in
Inlet Piping: 8 Ft/Sec Piping Head Loss at 60.00 Gallon:
Discharge Piping: 8 F (not iocuding finings or valves)
Inlet Piping: 3.38 Ft
Discharge Piping: 3.38 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body o/water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 60.00 GaVMin &anon Piping'. 2.0 In
You Head Loss: 82.84 Ft Inlet Piping: 2D In
Maximum Flow Rate Discharge Piping: 2.0 In
at Maximum RPM: 63.36 Galuirm
Ensure the drain cover max pow rating is nor
exceeded.
Head Loss at
Maximum Flow Rate: 91.47 Ft
System Head Pressure Curve
150
125
4 100
l
>s
50
25 IntelliFlp Variable Speed VS-SVRS,VF,or VSF-3400rpm
Clean System
Desired Operation Point
0
Selected Components
Components
Need Loss at
Noma Quantity 80.00 Gallilln
Intell2 5"3 ICy valve
1 1.00
2"x 2.5"3 way valve 2 1.00
2"x 2.5"2 waY valve 2 0.72
Main Drain 1 0.80
Clean and Gear RP 1 1.82
Slide Valve 1 022
inc R 1 20.50
3/4
014 inch 1 20.42
Skimmer 2'2" t 1.10
Piping
Inlet Discharge Head Lass al
Nam Quantity Quantity 60.000aVMin
BO degree elbow 12 12 7.71
Tee Through 2 2 0.90
Check Valve 2 2 4.44
Pumps
Name Quantity
InielliFlo Variable Speed,VS+SVRS,VF, 1
or VSF
All Penner bade minks and togos am owned by Pentair,Inc.In,,spkW,IMelliComuM EasyTouch®,smagiTorri Suniouch®,and Eco Seled-
are registered trademarks and/or fmcbmarks of Pentair Yvamr Pool and Spa,Inc andror He affiliated companies in the Unfied States er V dr-other
countries.Unless expressly noted names and brands of third parties that may be used in this document am not used 0 irMlcate an affiliation or
endorsement behveen the owners of these names and brands and Pentair Water Pool and Spa,Inc. Those names andbrerm's maybe"
tmdamarks orreglstered trademarks of those third parties.Because"are continuously improving ourproducts end services,Pentalrmsemas the
right to change specifications without prior notice.Pentair is an equal opportunity employer.
0 20 40 Volun&k Flow RaW(GP%
A �Cti� The Association of
Pool&Spa Professionals"
ANBVAPBPACC 15 ENERGY EFFICIENCY COMPLIANCE INFOgMAT1011 FOq gE81DENTWL 6WIMMINO POOLS
PROJECT NAME: CONTRACTOR NAME
ANOADORE55 ve :
AND ADDRESS'. A 0. C
�L 3z2s 32p&Z
OWNE0.: CONTRACTOR PHONE:
I DATE'
This Information she t was Prepared by the APSP-15 Residential swimming Pool and Spa Energy Exidency Standard Writing Committee of the A ,,,nn of pool and Spa
Profaaa.m is JAPSP). Itis not part of the American National Standard ANSI/APSP/ICC-15 2011 but is Included for information only(ontraRors shwltl acquire and comply
with the ANSVAPSP/ICC.15 2011,Wndard which can be purchased at www.apsp.oq.
1. §5.2.1:Calcst.e.7d,�I pool volume
a. Gallons: �I I Z;Or 1. 13,�sO Ballans
b.COICUlated Gallons:_(surface orro)X_(overage depth)X 7.48 (pal/ftn3) —
2.§5.2.1:COIculated maximum filtration flow rate
(Pool volume+360 or 34purn whichever is larger) 2 light —
3.§5.2.2:Auxiliary Pool Load: _Yes,_No?
(Enter the highest"auxiliary pool load,to be powered by the swimming pool filtration pump,Do not add auxiliary 3. V
Pool load flow rotes together,only the highest is used.) gain
4. Calculated maximum flow me /. O
(Item 2 or Item 3, whichever is forger.) B' IO Bpm
5.95.5.1:Pipe string: C
a.Minimum suction pipe diameter Sa. �• -•r Inches
(Enter the smolksf pipe sin from Took I with o 6Jps flow capacity the some or more thou item 4.1
b.Minimum suction branch pipe diameter
fcakwwe:urm a56. .G• J Inches
M
_(ppml+a Plpes_Ipuanfibnn[n)b —
Enter e smolksf pipe tue/rom Tvbk I with o 6Jps flow capIypd(y Mt some or oreal`__/ppm).
sv[opn erpnrnJlow rine) mon then the cpkulpted
C.Minimum return Pipe diameter 2 S
(Einer the smosflkSc• inches
pipe sQrf�om Table I with o 8 fps Jbwcapa[ity the spm¢a more thin item 4J —
d.Minimum return branch Pipe diameter 5d. 2•S
(Cakulvte Item 4. __(ppm)a and"P/ s_ Inches
Fnnr the sm1pa ske pain Tabk I with v ajps flow[opa[tty the SOME cripple than the calculatedreturn broncM1 hfjlcwpwmle.)
6.§5.0.1:Filter type and sire:
a.Filter type: Cortridp ,DE,Sand)
b. Minimum filter area 6a. r —
(Cpkulate:ilem4.__(ppm)+fih,,foctar__) 6b. UO
sq.tG
fOterfwton:[artrMpe�0.325, Sandel5,Diatomareovs FprtM2
7. §SA.2:Backwash valve: _Yes,_No?
(when oslnpp backwash wive ri fn resuh oJlfem$c or 2 in[IMs whirhevnk brper) 7. Inches
Table 1
NomMtl aPM.Ftq b y p 1]! I85 2311 ]Te p[0
nrl M fAe 51 it 1 4 I e
S.PUMP selection:
rip
§5.3.2.1:Pools 17,0W gallons or less,sele[[pump•from the database wIM o Cureo-A ppm FloµepuM to item}vr kss
§53Z2 opals 1>,Ool papons or mere,selettpump•Jrpm dee Ovmbose with v Cu.n.Cppmpow eaupl fu item 2 or Stu. •Muth-
speedpvmps mwl haw cine speed Lstetl thvl spotles Mls repuinmenl.
a.Pump model
b.Pump clow
/§5.3.22,5.3.2.2:Applicabk Cw, eAwC 8b. spin
ppm lbw asWpin do(obvsel I
4/5/12 AASI/APSP/ICG 15 Standard Wrninr Cpmmlttee Form
lots
Iii
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
[am hent section
Requirements �^
4.4.1.1 Heater has no pilot light
4.4.1.2 Readily accessible on-off switch mounted outside of the heater
Heaters 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
or for pool with 60%of documented pool heating from on-site solar or recovered energy.
4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat Pump COP at least 4.0
5.1.1 Pool filter pump listed in database
5.3.1 Pool filter pump with total horsepower 1.0 or more Is multi-speed
Multi-speed pump controller programmed to default tothe filtration flow rate when no auxiliary
5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand.
5.5.2 Pipe before pump has at least 4 diameters of straight pipe.
System installed with solar,or setup for the future addition of solar heating e4uipment by
S.5.3 Installing 18 Inches of horizontal or vertical pipe after the filter and before a heater,or built-in or
built-uconnections,or dedicated pipe to and from the pool.
S. Directional Inlets for mixing pool water.
4/5111 ANSI/APSPp<C-15 Stzndard wrRmg Comm4tee Form
202
�b . $ 11 lk� di err
eu t S t
yl
V I I I+1171 I .
INTELLIFLO® VSF
VARIABLE SPEED AND FLOW PUMP
PRECISE FLOW CONTROL FOR THE HIGHEST ENERGY SAWNOS
AND ULTIMATE SYSTEM PERFORMANCE.
Perform""CUrM
M pN',p„i1 OPrr,xnx0 nANOR on
FLOWCONiROL
0 • rr0 Pm
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Vplumtlrlo Flow R.b In OPM
Eca•
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AN OCO.ELECre ORANO PRODUCT The ENERW STAR•Co"NIM WOINROp NMP
iM Ime111Fly V5i pump no eeme0lM1e C[p 5ebil Imm Pmlelr meals Mn<I anerpy.xi[IMrynllarle
Enn001Y1nilbnlmm Wmeirler lle ellkbniy BiM eW bylM1e O.S CnalronmMbl PmlMllan ppeniy
emirpmlMlellylrleMly perbrrmm�. end lM1e V.S.OeynmemplEmrry.iM1k Pump
eewe mmwy roJumeneryy uve eM PnlKle
IM11enNmnmenl.
PENTAIR
1620 HAWKINS AVE,SANFORD,NO 27330 800.831.7133 WWW.PENTAIRPOOL,COM
rdi r.m.xoeapm.nu rm
riP.nI+wN�oupeer nake PemilrnMxe Mp1.aMppI oNnluuieIrymre,lmplpgnlepm•,ueyTwcn•,Im.1 te.0RMEc.stl.n•enMm,edveeemanx
.peenwwoaOyPemekwo�em � enwwrPnEu[Um0rvlae PenUM
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Pented,water
poet
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pumps• Inters• heaters• heat pumps• automation• lighting • cleaners• &anihzers• water feat ure,• maintenance products
3A7P.r1NPi-A301017P0m&11W.11r Ppo1 end SP.,Inc All rirMPn...ysd. tR &
� � I
Clean & Clear
Cartridge Filter
HpYnl
M1
lk !e`
1 Y
1
Model Filter Vertical Filter Flow Rate GPM Turnover Capadty-Ref.(Gallons)
Number Area Sq.Ft. Clearance" Diameter Re>,u Com. 8 hrs. 10 hm. 12 hrs.
CC 50 50 30" 15.5" 50 19 N,000 30.000 36,000
CC 75 75 39" 15.5" 75 28 36.000 45000 54,000
CC 100 100 61" 15.5" 100 38 48,000 60,000 72.000
CC I50 I50 76" 15.5" 150 56 72.000 90,000 10&000
CC 200 200 76" 15.5" I50 75 72,000 90.000 108,000
"a9m^d menauo row..n6.r ei.menu.
Mill 1—
Carefree. . .by design
Like all Pemairwater Pool and Spa$cartridge filters,the • 2"plumbing for maximum flow.
Clean&Clear®fitter features an easily-cleaned cartridge a Sircle piece base and body designed for maximum
for the ultimate in carefree pool filtration.The fiberglass- durability,
reinforced tank halves arc secured with an innovall ♦ One-year limited warranty.See warranty for details.
clamp ring—just loosen the ring and remove the top half
for easy cartridge access and rinsing.Filter maintenance AVOWS frOM
doesn't get any easier.
• I W drain and washout for quick and comement
maintenance and wintenvil on.
a Innovative lock-ring requires only half of a revolution
for a safe,leak-Proof sal.
rPool Products$
Haceuee MM1)eMIHP madars most e
wmApentalrpcol.com
Phone:80P831-7133
pumps I filters I heaters I heat pumps I automation I lighting I cleaners I sat ichors I water features I maintenance products
lll�ran x n.121 ® 03al i Mmurwner Pod and Spa I All r9ee msnrcU
IM
1
1 CERTIFICATION OF COMPLIANCE
1
i
1 Pentair Water Pool and Spa Inc.,1620 Hawkins Ave.,Sanford,NC 27330,(800)831-7133,hereby
certifies that the following model numbers meet or exceed the requirements of Section 1404 of the
Virginia Graeme Baker Act Pool Spa Safety Act,VGB 2008 and ANSI/APSP-i6 2011 standards and
1 safety regulations as set forth by the Consumer Products Safety Commission:
1
CHART 1
1
Part No. ow Aron Flow aNlnp Fbw floor aWn9 Wap
i60010% 15.36IM 114 GPM 112 GPM
1 scot IX 16.35 in> 141 GPM 112 aPM
1 600/2X 15.35 W 141 OPM 112 GPM
1 60013% 16.36IN K GPM 112 GPM
1
1 IAPMO Certified
1 These products were tested and certified to the aforementioned safety regulations,by IAPMO
Research and Testing.5001 E.Philadelphia St.Ontario, CA 91761—USA 877-4UPCMARK(toll free)
1 Product certification commenced April 2009,lest results can be obtained from:www.pentabwateccom
an dlo r http://pld.iapmo.04
Each product contains a circular date stamp on the top or bottom of the product shoving the month and
- year of manufacture. These products are manufactured at Pentair Water Pool and Spa,Inc.,Chino,
California in the United States of America.
A copy of this certificate is available on the Pentair Water Pool and Spa Inc.website:
1 www.pentairpool.com
1
1
1
I
Note to installer/owner:
1 Enter the information below:Please keep this page as a record of the Installation date.
1
Dateofinstailabon:
1
1
1
1
1 PENTAIR
1
1 1620 Hawkins Ave., Sanford, NC 27330•(919) 566-8000 Rev.C
10951 West Los Angeles Ave. Moor2a k CA 93021 • 800 831-7133. 805 5565000
1
SM
Dae: By. 414/2019 OFFICE COPY
Public Works Department
City of Atlantic Beach
Permit No: Pool 19-0008
Address: 1958 Beachside Ct.
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAPJ12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr I24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelooment Runoff Volume:
Lot Area(A) = 6,613 ft'
Runoff Coefficient
Area Lot Area
Description (tf) (h) "C" Wtd"C"
Impervious 2,722 6,613 1.00 0.41
Pervious 3,891 6,613 0.20 0.12
Runoff Coefficient(C)= 0.63
Runoff Volume
V= 0.53 x 6,613 x 9.3 / 12
V= 2,713 ft'
Postdevelopment Runoff Volume:
Lot Area(A) = 6,613 ft'
Runoff Coefficient
Area Lot Area
Descriptionlft l (ft') "C" Wtd"C"
Impervious 33 6,613 1.00 0.50 %ISA= 50.0%
Pervious 3,307 6,613 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 6,613 x 9.3 1 12
V= 3,075 ft'
Required Storage Volume
DV= Posldevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 3,075 - 2,713
DV= 362 ft'
RetentW MASTER WATER RETENTION MII2019
Comp. By: sm OFFICE COPY
Date: 41412019
i 9
Public Works Department
City of Atlantic Beach
Permit NO: Pool 19-0008
Address: 1958 Beachside Ct.
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft')
11.5 104 0 BOTTOM size 8 X 13
12.0 150 64 TOB size lox 15
Elevation Area Storage
(ft) (ft') (ft')
0.0 0 0 BOTTOM
0.0 0 0 TOB
Elevation Area Storage
(ft) (R) (ft)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Inground stomge=A'd'pf
A=Area= 150.0
d=depth to ESHWT= 8.5
pf=pore factor= 0.3
Inground Storage= 382.5 ft'
Required Treatment Volume= 362 ft'
Supplied Treatment Volume= 446 ft'
RelenWn MASTER WATER RETENTION NN2019
OFFICE COPY
a
� 0),
�7
,
�(YrG�f v lb Yeo
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ED
h�
1958 BEACHSIDE CT
IMPERVIOUS CALCULATION
FOR POOL PERMIT
2/22/2019
I N864V41 'E 56.03' MELD) FOUND 1/2' PON
RDN I N86'S3' .74 PIPE. M672
!2 aK
02 Pool - IG42 21 a CHORD=S24
675 sf �* 20' ARC=33. 12'
FOW LL SWW
L.00ATKMW 0 MNC/MARK! SET LU
1p
A. CM. LB3872
ELEW IDN-9.75 (%A
� s1 p.6 Og BRICK
�O I `O. � 99 1 ORIYEWA�
; o CHC
4.0 ,Q 15
y ti ARC
HOSE
Pavers 0 B13
668 sf 34 6 PIPL OT L
o 2 STORY FRAME #
CIM RESIDENCE NO, 1958
N I FINISH FLOW ELEW7ICN- 32.1'
a , 1a4e (waw IWIM m 1
ZZ I
n COVERED
.j PORCH
O GAS
NALVE TRANS
NC
119.8' aos' P
UNE. I W - N Iu
IRON 16 W 9AO0 FENCF 589*29'00" 88.80' IU JT SETI/tB2.
72 l L — �I
I I PIPL
70'X10' '
FASEIIEM
LOT COVERAGE
TOTAL LOT 6599SF
EXISTING IMPERVIOUS 2631 SF
NEW PAVERS/POOL 668SF
TOTAL NEW IMPERVIOUS 3299 SF(50%)
MAP SHOWING SURVEY OF
LOT 24, BLOCK 1, BEACHSIDE. AS RECORDED IN
PLAT BOOK 42, PAGES 14, HA, TAB. AND 14C OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
9Mm 10 99 10 / \
B LlIO C K 1
LOT 23 BEACHSIDE COURT
LOT ZA IiII ^
CUL-DE-SVC (PAVED PUBLIC ROAD)
I NB445'41'C 0]' (PEID) IXbRIp�M wx
,R n N88'53' 16.74' Wm
2" CH(RD-524'11'30'E 32.38'
-_$a-�,�� ARC-33.12' RADIUS-45.00'
yl
LOT 28 oA
1 �'f 53.'1J'N•E V.W' DIN
CHORD-521'14'4TE 17.844
'
l 1 Ss ARC-18.35' RADIUS-25.00'
18 i I I °I
��pn n2aoec ixRluse
pb SEA. s�W'IB4 n.W (fILW7
CHORD-SOI 37.00'
LOT 3AARC-37.01' RADIUS-58&00'
I
I i
I I wK
,L„ ItaB'
T I
�;�;, I° �m��sBB•2B'oow„88.80•
LOT 38 LOT 25
wvw'm'E EI (mn)
B LI 10 C K CHORD-S09'47 60.13'
�ARCB60.16' RADIUS-585.00'
N07ES: 1
I. THIS IS A SPECIAL PURPOSE SURVEY FOR FORM BOARD
LOCATION.
2. BEARINGS BASED ON THE SOUTH LINE OF LOT 24, 1
BLOCK 1, BEING SOUTH 89'29'00 WEST, AS PER PLAT.
3. NO BUILDING RESTRICTION UNE AS PER PLAT.
4. BENCHMARK: MAGNAIL h DISK, LB3672 IN EAST EDGE
OF BRICK DRIVEWAY, ALSO BEING AN EASTERLY PROPERTY
CORNER. ELEVATION-9.75 (NAND 1988)
5. BENCHMARK SHOWN HEREON WAS ESTABUSHED BY CPS
OBSERVATION IN NAND 1988 DATUM.
6. CPS RUN USING SPECTRA PRECISION EPOCH 50 LIA2
EQUIPMENT AND TRIMBLE VRS SOFTWARE.
THE PROPERTY SHOWN HEREON UES IN ROOD THIS SURVEY WAS MADE FOR THE BENEFIT OF
ZONE 'K' (AREA OUTSIDE 0.2% ANNUAL CHANCE ALESCH CONTRACTING. INC, AND
ROM THE
A5 WELL A CAN BE DETERMINED GREGORY ENDA RICHTER.
FROM THE 8000 INSURANCE RATE MAP NUMBER
122031C0407J REMSED NOVEMBER 2, 2018 FOR
DUVAL COUNTY• FLORIDA
W. M.
FLORIDA UC. SURVEYOR and MAPPER No. US 3295
ROXIDA UC.SUNWryNG A MMPIXC BUSINESS Na. IH 3072
E �.8• Dnp BOATI RIGHT LAND SURVEYORS, INC. IDAIUARY 2B. 2019
FILE: 2019-0128 1500 ROBERTS DRIVE. JACKSONNIJE BEACH. FLORIDA 241-5550 SXFETI OF1
MAP SHOWING SURVEY OF
LOT 24, BLOCK 1, BEACHSIDE. AS RECORDED IN
PLAT BOOK 42 PAGES 14, 14A, 148, AND 14C BE THE
CURRENT PUBU6 RECORDS OF DUVAL COUNTY, FLORIDA.
0 10 x1
ECHE: P RO'
B 0 C K 1
" m LOT e3
LOT ?A BEACHSIDE COURT
I°'m^
CVL-DE-SOC (PAVED PUBLIC ROAD)
NEfA5'3 OB.O]' (Nm) 1 SSE
NBS53' 6.74'
IUYW'Ml 32A0' (Nm)
CHORD-S24'11'30'E 32.38'
ARC-33.12' RADIUS-45.00'
I I �yTi _
LOT 28 I.E' Q,s ey i»ie pwv m1
1 vn SRf1]'XY� I*E CHORD=524'14'47'E 17.94'
$
T4 ARC=18.35' RADIUS-2,5.00'
I
Ia9 Hs eemY iw1 ]x.l' SO5*09E s>.E .37.0)
14 f3 1 CHORD=SOS01'35'E 37.00'
LOT ARC-37.01' RADIUS-585.00'
I I
I I
I19.E'
> I
SST29'00^H n88.80' _ VT
I Itl
I I I
II�Ham'NNNrz umn
Mmwe I
LOT 3B 1 LOT 25 sWu'fitY..13 (Tm)
B I L j . 0 C K 1 CHORD-S09'47'05'E 60.13'
ARC-60.18' RADIUS-585.00'
NOTES: 1
1. THIS IS A BOUNDMGY AND TOPWRAPHIC SURN .
2. BEARINGS BASED ON THE SOUTH UNE OF LOT 24, .�
BLOCK 1, BEING SOUTH 8949'00' WEST, AS PER PLAT.
I NO BUILDING RESTWCTON LINE AS PER PLAT. '"'
4. BENCHMARK: SET MAGNAIL h DISK. WM72 IN EAST
EDGE OF BRICK DRIVEWAY. A.W BEING AN EASTERLY
PROPERTY CORNER. ELEVATON=9.75 (NAND 1988)
5. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY GPS
OBSERVATON IN NAND 1988 DATUM.
6. GPS RUN USING SPECTRA PRECISION EPOCH 50 LI/1.2
EWIPMENT AND TRIMBLE NRS SOFTWARE.
THE PROPERTY SHOWN HEREON LUES IN ROOD THIS SURVEY WAS MADE FOR THE BENEFIT OF
ZONE 'X' (AREA OUTSIDE 0.25 ANNUAL CHANCE ALESCH CONTRACTING INC, AND
FLOC IN) AS WELL AS CAN BE DETERMINED GREGORY J. RICHTER h AMANDA RICHTER.
FROM THE FLOOD INSURANCE RALE MAP NUMBER
122031COW7J REVISED NOVEMBER 2, 2018 FOR
DUVAL COUNTY, FLORIDA
BONN W. BOATW RIGHT, P.SM.
_ P ECI OF SURVEYOR and MAPPER M0. IS ]285
NSROA LIC. EIIMANG 8 MANNING WSNEW Nw 0 Mn
aEcxm Br. BOATWRIGHT LAND SURVEYORS. INC. "ANTU RY a 2019
aeAWN Br. DAF
RLE 2019—aD 2 1500 WRIGHT
DWNE, JACKSCNMJE 9EAGN. FLM6DA 241-8550 SNEET�OP1
1958 BEACHSIDE CT
IMPERVIOUS CALCULATION
FOR POOL PERMIT
2/22/2019 REv 2i2v2019
1 1 1
41"E 66 5
.03' (FIELD) FOUND 1/2" IRDN
2 5' minimum to property lines 53 '43 .74 PIPE L83672
B'J672 O.5'
0• S23'35
2A� z1° CHORD=S24''
I Pool ,o.4z
1 approx 10, 20.5 ARC=33.12'
15�t 350 sf o PORN BOARD IR
LL Shape i LOCATION Y BENCHMARK: SEF tMOP
I 4 TBD *o k DISK. LB3572
1 rXs 12.5' NO• ELEVAMN-9.75 (NAVD
1Oy+ 4.6 0 ,I,D? BRICK
ORN &Y CHOF
A
I
lyo a ,o. {.D JaI fip ARC=
I. w MDSE
I� Pavers DRIB
O 66b8 sf 34.6 pFOUND er, NOT LEGI
1 builder
r 2 STORY FRAME wi
Ibr M RESIDENCE N0, 1958
I N b FINISH FLOOR ELEVATION. 32.1' ^I
O0 n 10.48 (NAVD 1985) V
I Z z I Al
I
( COVERED
I I � PORCH
GAS
I I O VALVE TRANS
NCE 119•g' 30,5' � P
9N LINE 51 0 3, N It
_I_ SET 1/2" 1
'2.1 PROM 16' WOOD FENCE S89'29'00"W 88.80' L_ _ PIPE. LB3r
B3P72 � I
I I I
10110. 3 1
EASEMENT I
73' 7•R' 115.00' PRIVATE 4
EASEMENT 1
i
LOT COVERAGE
TOTAL LOT 6599SF
EXISTING IMPERVIOUS 2631 SF
NEW POOL DECK 66BSF
TOTAL NEW IMPERVIOUS 3299 SF(50%)