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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 s le w a 1�p e0 p 40 IHWrIm EEE o0 MM1 . I COOrPm 10 o — �9MrPm 00 m w po p loo tm t t Vplumtlrlo Flow R.b In OPM Eca• •dWoO 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 nume M Pented,water poet .0 u. 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 z- kK v -z g Dtj 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%)