Loading...
1629 BEACH AVE - PERMIT 17-POOL-3477 (2) Vo IyDf D 1� old E So w-nA � }J,,;,r City of Atlantic Beach APPLICATION NUMBER #� Buildin.g_Departme it , ; -�IVFE- -- --(To-be-assigned-by-the-Building Department:)- - r 800 Seminole Road Y , s} Atlantic Beach, Florida 32233-5445° �,R Phone(904)247-5826 • Fax(904)i? '7-545' ' 2017 r f E-mail: buildin de t@ coab.us :' Date routed: 03 1 I 9- p City web-site: http://www.coab.us O's: APPLICATION REVIEW AND TRACKING FORM Property Address: ���`"` De artment review required Yes No r B Applicant: Uow k �b6,S Zonin Tree Administrator Project: C��s� �LA(��C \[\1 n�,l-►R& S�y tiM�1�1�fl(� .. I i-1.rks, \JLublic Utilitie P��� �Q� • Public Safety _ �OYII�O�C � p1A11�11� 0�� J0� (ww.3705 Fire Services Review_fee $. : Dept Sigriature. ; — Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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:. d APPLICATION STATUS Reviewing Department First Review: ❑Approved.. [trDenied. (Circle one.) Comments: �ee /' d ,cL, BUILDING PLANNING &ZONING y 'Reviewed by: Date:.�� TREE ADMIN. Second Review: QApproved as revised. ❑Denied. �P�U•BLICUU R S Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. . ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS �' '^..`� 1200 Sandpiper Lane Atlantic Beach,FL 322334318 TELEPHONE:(904)247-5834 r --.-_-• FAX:(904)247-5843 www.coab.us CONTRACTOR: DATE: 3-20-17 Crown Pools, Inc. PERMIT# 17-POOL-3477 3002 Phillips Highway ADDRESS: 1629 Beach Avenue Jacksonville,FL 32207 Atlantic Beach,FL 32233 Email: jennifer@crownpoolsinc.com PERMIT APPLICATION FOR IN-GROUND POOL Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliamsgcoab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) • Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • Provide erosion and sediment control plans with installation details. • 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). • All runoff must remain on-site. Cannot raise lot elevation. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. 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 inspection from Public Works for 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). A separate Pool Permit is required. • Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: jennifer@crownpoolsinc.com Cc: Williams, Scott; Gindlesperger,Toni; Johnston, Jennifer Subject: Plan Review Comments for 1629 Beach Avenue Attachments: Plan Review Comments 17-POOL-3477.pdf Permit application-#17-POOL-3477 for 1629 Beach-Avenue is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you.have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904)_247-5834 iperrone@coab.us. 1 PUBLIC WORKS PLAN REVIEW COMMENTS Date: ��-/I�'/r? Application#: 0 ' ✓��►/..��1'/'/ Proiect Address: Application Tracking Comments check sox to Select CORRECTION ITEMS: CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.). ❑ ESCP Provide erosion and sediment control plans with installation details. IMPS 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 LDCS if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention l required per Section 24-66(b). REPM A Revocable Encroachment Permit must be obtained. ❑ T must remain on-site. Cannot raise lot elevation. -Way Permit must be obtained.pre-construction topographic survey prepared by a Florida Licensed Professional Land showing V contours. ❑ CUT Provide manufacturer's cut sheets for 50%credit on pervious pavers. ❑ PPATVProviidme um driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). ❑ paver installation method (must meet I.C.P.I.). ❑ WRA Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street., WR Provide detailed plans showing proposed water retention. ❑ SID Concrete sidewalk must continue through driveway. ❑ 50 Documentation shows impervious areas are over the 50%allowed by City code. ❑ PUBLIC WORKS PLAN REVIEW COMMENTS Date: 3— �� 3J—' Application#: 7 / Pro'ect Address: �� Q Application Tracking Comments check Box to Select (CONDITIONS OF APPROVAL TO PRINT ON PERMIT: II concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to DAPR the property line. Reinforcing rods or mesh are not allowed in the right-of-way. ❑ (Commercial driveways—6"thick). Full erosion control measures must be installed and approved prior to beginning any earth disturbing ECIN activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for GY Erosion and Sediment Control Inspection prior to start of construction. OSRO All runoff must remain on-site during construction. PCTS If on-site storage is required, a post construction topographic survey documenting proper construction ill be required. All water runoff must go to retention area and retention overflow must run to street. PLWP Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. ROFF Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, hapell's, Inc.). Container cannot be placed on City right-of-way. RWRS Full right-of-way restoration, including sod, is required. URCT ny utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. ❑ CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. RMRO All runoff must remain on-site. Cannot raise lot elevation. DOC Strongly suggest thorough documentation of impervious areas be recorded. ❑ SL lab and driveway to be fully removed. ❑ DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). ❑ GRA Full site to be grassed. ❑ TOPO Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. ❑ REV Any plan change must be submitted as a Revision to the Building Department. ❑ FNCE All old fencing must be removed from job site by Contractor. 11 BUILDING PERMIT APPLICATION - - -CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: 1629 Beach Ave Permit Number: ]Legal Description: 15-10 09-2S-29E N Atlantic Beach Unit No 1 PT Lot 6 Parcel# 169650-0000 Floor-Area o q, t. _Sq.Ft Valuation of Work$_'04'©a) Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition. Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s)(circle one): Commercial Residential If an existing struc�ure,is a fire sprinkler system)installed?(Circle one): Yes No N/A Florida Product Approval# For multiple products use product approv orlm Describe in detail the type of work to be perfonned: In-Ground Swimming Pool Property Owner Information: Name: Kurt Pfotenhauer Address:1629 Beach Ave City Atlantic Beach State FL Zip 32233 Phone E-Mail or Fax#(Optional) Contractor Information: rite CV:pJY►�G;'t� C CQ v Company Name, Crown Pools Inc Qualifying Agent:Brad Correia Address:3002 Philips Hwy City Jacksonville - State FL Zip 32207 ; Office Phone 904-858-4300 Job Site/Contact Number 904826-7034 Fax# State Certification/Registration# CPC1456979 Architect Name&Phone.# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. f certify that no work or installation has commenced prior to the issuance of a permit and that all work wzll be performed to meet the standards of all laws regulating construction in this jurlsdictior� This permit becomes null and void rf work is not commenced within sis(6)months,of if coirstruction or wor k is suspended or abandoned for a period of six(6)months at any time ajler work is commenced. I understand that separate permits must be secured for Blecaim Wark,Plussibb:g,Signs, Wells,Pools,Fitrttaces, Boilers,Heaters, Tanks attdAir Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR LWPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herelh certify that 1 have read and examined this application and know the to to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether speci ted herein or n t: Th granti f a permit does not presume to give authority to violate of eurscel the provisions of any other federal,stn , orr l�l law regulating co ructiol o the r ornt<rnce ofconstruction Signature of Owner Signature of Contracto Print Name /fur-f.. `!!�la"e�. ................._.._ ...M..._... Print Name ` .._..._.�x�!,.. v_ ....................m................. ....,.. Sworn to and subscribed before me Sworn to and subscribed before me this gel Day of 6tt l l 20 1`4 t ' 1 Day of 20 ACIII/ %V p bI1MYCOMMISSION#GG 042984 ub1i�ERl Alte111 H0IWARD '* 142 EXPIRES;October 27,2020 MY COMMISSION 0 FF907 (�f�S8d 01.26.10 Bonded Thru Nota Public Undenwiters r ry •',? EXPIRES Augu*t 05,2019 t40/r 396-0�b3 FbrldaNcnaryService.ftW I COVER SHEET Project Name: Pfotenhauer Project Address: 1629 Beach Ave Occupancy Class:Group R-3 Applicable Codes:2007 FL Building Code,2008 National Electric Code,2007 Florida Fire Prevention Code,COAB Code Of Ordinances Index: DEP Permit TDH Form ASPS Form Site Plan Demo Plan Pool Layout Pool Grading Pool Sections Lighting Equipment Cut Sheets Engineering Permit Pack prepared by: Joe Anderson Crown Pools 904-858-4300 o °ePar��►i STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION o Division of Water Resource Management 2600 Blair Stone Road-Mail Station 3522 Tallahassee,Florida 32399-2400 m c v w °'�Bdtal Pau PERMIT NUMBER: DU-492 PERMITTEE Kurt and Nancy Pfotenhauer c/o Kevin Partel Coastal Consulting&Restoration,PA 4230 Myrtle St. St.Augustine,Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on September 22,2016,and was determined to be complete pursuant to rule on December 8, 2016. The proposed project is to be located landward of the 30-year erosion projection and the line of construction established by major structures in the immediate vicinity. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties;that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; and that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005,Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore. future construction on the site seaward of the coastal construction control line shall not extend farther seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein,and any additional conditions shown below,pursuant to Section 161.053(4),Florida Statutes. EXPIRATION DATE: December 23,2019 LOCATION: Between approximately 202 feet and 252 feet south of the Department of Environmental Protection's reference monument R-46 in Duval County. Project address: 1629 &1631 Beach Avenue, Atlantic Beach. PERMITTEE: Kurt and Nancy Pfotenhauer PERMIT NUMBER: DU-492 PAGE 2 PROJECT DESCRIPTION: Swimming Pool 1. Location relative to control line: A maximum of 139.6 feet seaward. 2. Exterior dimensions: 32 feet in the shore-normal direction, including attached landward spa, by 12 feet in the shore-parallel direction. 3. Type of foundation: Pilings. 4. Deck Elevation: +21.0 feet(NAVD). 5. Inside bottom elevation:+14.5 feet(NAVD) Excavation/Fill 1. Total volume of excavation: Approximately191 cubic yards. Volume of net excavation: None. All excavated material will be retained onsite. 2. Location of excavation: From landward of the dwelling and below the pool. 3. Volume of fill to be placed: Approximately 235 cubic yards, including approximately 44 cubic yards of imported fill. See Special Permit Condition 3. 4. Location of fill to be placed: A maximum 140 feet seaward of the control line.See Special Permit Condition 2. Other Structures/Activities 1. Paver walkway along the south side of the pool and no farther seaward than the pool. 2. Frangible,paver pool deck along the north and south sides of the pool to extend no farther seaward than the pool. 3. Upland, frangible, CMU retaining wall underneath the edge of pool deck a maximum distance of 140 feet seaward of the control line. 4. Landward drivewav reconstruction. 5. Landscape plantings. See Special Permit Conditions 4,and 5. PERMITTEE: Kurt and Nancy Pfotenhauer PERMIT NUMBER: DU-492 PAGE 3 6. Pool lighting. See Special Permit Condition 6. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor,the owner or authorized agent,and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at (904) 655-1765 to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the seaward work limits.The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing vegetation located on the site. 3. All imported fill material shall be obtained from a source landward of the control line. All fill material shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 4. Prior to completion of construction activities authorized by this permit,the permittee shall remove all invasive nuisance plants, such as listed in the Florida Exotic Pest Plant Council's List of Category I and H Invasive Species. The permittee shall plant a mix of a minimum of three native salt-tolerant species to restore any disturbed natural area seaward of the authorized structures. Dune restoration plantings shall consist of salt-tolerant species indigenous to the native plant communities existing on or near the site or with other native species approved by the Department. Sod composed of non-native grasses is not authorized seaward of a major structure or decks. Plantings in other areas of the project site shall not include invasive nuisance plant species such as listed in the Florida Exotid Pest Plant Council's List of Category I and H Invasive Species. 6. All lighting shall be installed and maintained as depicted in the approved lighting schematic. Underwater pool lighting shall be amber or red LED or equivalent and provide no more than %2 foot candle per square foot of pool surface area. There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type, manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation.No additional permanent exterior lighting is authorized. PERMITTEE:Kurt and Nancy Pfotenhauer PERMIT NUMBER: DU-492 PAGE 4 CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property,the seaward extent of the permitted structures shall not be increased,nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this 23rd day of December,2016, in Tallahassee,Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date,pursuant to S 120.52 Department of Environmental Protection Florida Statutes,with the designated Department Clerk,receipt of which is hereby acknowledged. 41 1.2/23/2016 Tony D.McNeal,P.E.,Administrator Deputy Clerk Date Coastal Construction Control Line Program Division of Water Resource Management PERMITTEE:Kurt and Nancy Pfotenhauer PERMIT NUMBER: DU-492 PAGE 5 NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57,Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition,this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing)under sections 120.569 and 120.57,Florida Statutes. Pursuant to rule 28-106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk)in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3), Florida Administrative Code, petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3),Florida Statutes,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first. Under section 120.60(3),Florida Statutes,however, any person who has asked the Department for notice of agency action may file a petition within 21 days PERMITTEE: Kurt and Nancy Pfotenhauer PERMIT NUMBER: DU-492 PAGE 6 of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205,Florida Administrative Code. Extension of Time Under rule 62-110.106(4),Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may,for good cause shown,grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard,M.S. 35,Tallahassee,Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice, may have rights to petition for an administrative hearing under Chapter 120, F.S. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one-time"Notice of Permit Issuance"in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50, F.S. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120, F.S. Swimming Pool dnergy Efficiency Compliance infforwladoll DetermmePipe Sizes: NOTE:These Requirements Apply ONLY to the Filtration Pump Branch Piping to be 3 inch to keep velocity@ 6 fps max.at 13s gpm System Flow Rete. TRmk,Skimmer& Inch to lee velocity 161 91m1 System ANSI/APSP/BCC-15 2011 Suction POT to be 3 P ty @ No fps max at stem Flow Rete. Flow Calculations Return Piping to be 2.$ Inch to peep velodly @ fps max.at 146 gpm System Flow Rate. Pool water volume 16,157 +360=45 gpm-this is the calculated flow rate Note:for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever Is greater=the filtration How rate pump Selection as Listed on Curve A or C (circle one) Is there an Auxiliary load on the filtration pump? Yes X No_ If so,what Is the calculated auxiliary flow rate 96 gpm Filtrationu Maximum Flow Rate 140 gpm P� STA-RITE INTELLIPRO VS Flow Rate(low speed) 45 gpm @ 750 rpm. Main Drain Cover AQUASTAR 32CDAV007 Minimum auction side pipe size @ 6 fps 3 In. Minimum suction side branch pipe size @ 6 fps 3 In. Determine the Number and Tyne of Required In-FloorSudlon outlets: `d1bdat Minimum return side pipe size @ 8 fps 2.5 In. Minimum return side branch pipe size @ 8 fps 9.5 In. i--Check all that apply. 2 suction outlets @ gpm max.flow OQ QQ Qo 3 Suellen outlets @ I _ I gpm max.flow DetemdneFilter 3lie: FI❑ ❑ )❑ ( 32CDAV 07 channel drain @ 236 gpm cul ports Fllter Factors(GPWS X Cerbldge(0375} D E(20 Sand 15) � 32CDAV007 FgterSlze; 96 0375 ° 256 STA-RITE PLM 300 Total Head M Feet Conversion Chart Flow and Friction Loss Per Foot Inches Mercury(Vacuum Gauge) Schedule 40 PVC Pipe Pump Controls 0 0.0 ?J 4d 88 0.0 119 199 158 tai 203' rlw6an VIP, e a 10 1 29 48 ee 01 11A 138 155 10.1 20A 227 1' 18 0.N 21 023' 26 0.96 Filtration pump has no auxiliary load-standard Ume clock N/A 2 45 as 11 uA to Is9 Ise 2a1 av a5 15 m o56 50 are az a2r r @ a R a16 tm 116 Filtration pump with auxiliary load-Control model for low speed default within 24 hr. PENTAIR EASYTOUCH 3 as 1t3 I" 165 142 205 223 265 2r3 2s m abs I17 059 ua nta 4 az 119 13A 100 las 269 225 tat 273 2n8 a 119 138 10.1 183 268 229 ffi1 21A tae 315 r Ise oar 161 am 2Z7 0.10 Heater Model STA-RITE SR400 I I 1aat4 IDA 2V � Zx 27 m7 m sW US a � ore a1s am ass -c Ar s64 a02 rn 0m' B 788 207 235 263 278 tae 898 319 766 sae Gas Heater efficiency rating 84% (No Pilot Light) a 2a3 at las a9 29e 32t 349 388 3e9 41.1 TOH Calalalbn Options Heat Pump efficiency C.O.P: N/A 18 7 1 234 v3 275 s2A 3u sa7 3a5 412 43.4 ores pump 11 25A 27.7 299 323 Sae 35.7 Me 412 439 455 12 27.7 308 322 348 see 395 419 439 455 45.1 '-Checkono. - 17 305 329 349 308 41A 43A 43a 458 Dat 60A ® Simardied Total Dynamic Head(STDH) , 14 34.1 319 965 311 4u 438 4s5 462 60.4 55.7 m 349 Tae 982 4u 4u 455 462 Wil se7 ase Complete STDH Wedlbllaei-EU in e9 blanks. 16 379 mz n3 av 4a9 433 sob 523 ase 679 0 Total Dynamic Head(TDR) ANSO 5&ANSO 7 Compliance Work Sheet a 383 0.5 43e 48.1 483 W9 629 65.1 62A 699 Oetemine Sinwg6ed TOH: a 41.0 43e 40.1 48A me 629 65.1 62:4 59.7 615 Complete Program or other cabs.FM In required Wanks on 19 435 452 40.4 aa7 Us 652 67A 517 625 643 worlmhael&attach calculations. 1. 0(sfanca tram pool to pump in feet: 40 20 4u 4e9 6117 539 663 573 699 6m a9 we a a 483 w3 no 659 575 64.8 W 673 688 Me 0 Maximum FIM 2. Poctbnbss(Isaftplpe)In �Inch plpeper tft(� 81 gpm' 0.07 (ka*0flowlfddlonlossched) 22 as Ml %3 e9 699 @A 64A m9 I85 7t2 of the new or replacement pump. 23 631 WA 57.7 64I 622 04A -0B.7 010 712 735 3. Fdcgmbss(Inretump�)lo 2.5 hdhplpaper 1It@ 146 gpm= 0.13 (homplpeilwrftddlonloss chad 24 6611 art. 605 ase c45 DIVat 713 n9 739 765 26 618 DID I29 648 678 at 713 739 75.8 Tat 2B 60.1 1 423 &A 688 69.1 I 71A no 759 n1 00A 27 VA 043 60.0 692 71.4 W 765 702 608 BZ? TDHInPiping: 8 20 64.7 Me 592 71A Tar 75.0 ni e0s 529 659 03.10.2017 owner 29 079 OU 715 739 76D 763 803 uA am 679 �1456979 PFOTENHUAER 14.28 30 u9 718 710 nl 703 me Ota 80.1 67A BaeDetemkieSknoGOedTOH FlterlHealeflossNTOH 31 719 rse 70.1 n4 ea7 029 852 87A au m5 n2 n4 aa7 m8 652 A18 W6209194. 40 x 0.07 - 2.80 Allotherlosses 1Tab 66.7 039 es3913t saam.1�61 mawannaepe, 1ro'-'ttsm.w96, 7a 766 e0a e9.1 es3 ne Bae ret 04a 916 9aaCPC 5. 40 x 0.13 = 5.20 Tofal0 cHead u 3a9 ut mA 6r9 age 022' WA 90.7 80.9 1012 lteaadoeemal (aw aba nmw�, panan66Pro61 y (W): 23.28FIELDarea . NOTE: D TDH MUST BE EQUAL To OR HIGHER THAN THE CALCULATEDTDH. 19_ 045830 Scale:None 0 The Association of APSP Poo/&Spa Professionals" ANSVAPSP/iCC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME.- PFOTENHAUER CONTRACTOR NAME CROWN POOLS INC. AND ADDRESS AND ADDRESS: 1629 BEACH AVE 3002 PHILIPS HIGHWAY, JACKSONVILLE, ATLANTIC BEACH, FL 32233 FL 32207 OWNER:PFOTENHAUER CONTRACTOR PHONE:(904)858-4300 DATE:3/10/2017 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume a. Gallons: 16,157 ;or 1. 16,157 gallons - b.Calculated Gallons: 432 (surface area)X 5.0 (average depth)X 7.48 (gal/ft^3) = 16,157 2.§5.2.1:Calculated maximum filtration flow rate 2, 45 gpm (Pool volume:360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: 0 Yes,_UNO? (Enter the highest"auxiliary pool load-to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 96 gpm - pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 96 gpm _ (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 3.0 inches _ (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 4.) b.Minimum suction branch pipe diameter 5b. 3.0 inches _ (Calculate:Item 4. 96 (gpm):Branch Pipes 1 (quantity)=branch flow rate 96 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction brunch flow rate.) c.Minimum return pipe diameter 5c. 2.5 inches _ (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 2.5 inches _ (Calculate:Item 4. 96 (gpm):Branch Pipes 1 (quantity)=branch flow rate 96 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than the calculated return branch flow rate.) 6.§5:4.1:Filter type and size: a.Filter type:(Cartridge,DE,Sand) 6a. Cartridge b.Minimum filter area256.0 (Calculate:item 4. 96 (gpm)-.-filterfactor 0.375 ) 6b. sq.ft. - Filterfactors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: Yes ©No? • 7, 2.5 inches - (When using a backwash valve,enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe size: t51 2" 2.5" 3 3.5" 4' . 5" 6" .Nominal GPM @ 6 fps, 63 90 138 185 238 374 540 .Nominal GPM @ 8 fps 84 119 184 247 1 317 499 720 S.Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump'from the database with o Curve-A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,selectpump'from the database with a Curve-C gpm flow equal to item 2 or less.'Multi- speed pumps must have one speed listed that sats fies this requirement: a.Pump model 8a_ STARITE INTELLIPRO VS b.Pump flow 8b. 75 gpm _ (§5.3-2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 32" Channel Drain Anti-Entrapment Suction Outlet Cover and PVC Three-Port Manufactured Sump . rai <: QQ ..:• :.: :, . _.: :..:` 7heAquaSta. ne-6f5uctiongut letctivers;compliantwithaheViiginiaGraemeBaker: Pool_and Spa Safety Act 16- (ANMJAPSP 2811 and NSFrAN51 So-2009a) Features The Unblockable! For single or multiple drain use(see installation instructions for plumbing, hydrostatic valve/drain pipe and single or multi-pump connections) Single Floor:236 GPM at 3.4 fps Wall:136 GPM at 1.9 fps Floorlwall:106 GPM at 1.5 fps A.-. Floor/wall:70.4 GPM at 1.0 fps 22.6 square inch opening #316 stainless steel screen PVC sump(standard) Manufactured from superior y `1 UV-resistant engineered polymers Three ports:bottom 2%OD, 2"ID SIS:inside 2'threaded FPT; two 2'threaded plugs included `� t All components meet or exceed ANSI/APSP 16-2011 and NSF/ANSI 50-2009a national standards and ASTM G154 UVtesting ` exposure Orange disposable plastic pre-gunite/ plaster insert keeps debris out and retains sump shape during construction Does not require use oftransition glue Replace every five years from the date of installation 4 per case With sump(concrete pools) Part#32CDAV)= TWO d ra i n S in one! STANDARD COLORS F1101 104 3219132 5116 5 ■102 ■105 3-27192 `tet rt a 103 108 = * ff - 5116 3�► � L Q 4-11132 4__ t 10--}--10 1 2412''spgot x 2 sodret x 2"NPT Also available as sump only p/n 32COPxxx 4 per case Also available cover only 1.32"three-port manufactured sump bucket without sump/frame 2.32'anti-entrapment suction outlet cover p/n 32CDAVNFxxx 3.32"channel drain,plaster shield 40 per case 4.2'NPT plug,qty 2 5.#10 x 3/4"flat head Phillips type-a screw,316 ss,qty 16 VGB 2oo8 Compliant P877-768-2717 F877-276-POOL Outside the U5:P+1-805-620-5060 F+1-949-336-1940 ••• . • . info@aquastarpooiproducts.com www.aquastarpoolproducts.com INTELLIPR®° VARIABLE SPEED HIGH PERFORMANCE PUMP Ecc 3 x W M° ® •Ability to program exattpump5speeds for speerfrc operations: ftltenng heating clearnng spa lets water j S e 1 e c t features and more reduces energy costs up to 90% PENTAIR •8 speed sefhngs and on board scheduling LCD screen ' with keypad,for easy programming '; "�� ��,`���. � •Ulna efhclentpermanentmagnetmotordeslgn reduces noise and wbratran for greaterefhcrency and longer pump life •Fully compatible wtih IntelUTouch® EasyTouth® r�� ������ ��� r�, �,; :` SunTouch®Automation and other poo[control systems Includes 2 in Appliance •Operates seamlessly on 50 hzpr 60 hz input povuer i NPT SlipUnions Efficient Flow/speed are constantwheri operating on 50hz or 60 hi 5 Databy a .Includes 2 rn NPT Stip Unions IntelliPro Variable Speed Pump Protected by U.S.Patent No.,7,686,587,7,854,597,D611,430, D606.562;8,043,070;81469,675;8,573.952 and Patent Pending and all corresponging foreign counterparts. � r IntelliPro Variable Speed pumps combine variable drive technology,onboard digitalintelligence,and permanent magnet motors fAZ [used in hybrid cars)to reduce pump-related energy costs by up to 90%. f `.. Ordering Information r ;FuitLoad F PortS¢e Carton & �, Product - ;Descnptwn Voltage kW HP SF SFHP FRED Listmgsand 0 � � _ Amps :� ,Certtftcattonss = (NPTI Wt (Lbs 1 �t IntelliPro Variable UL',NSF',CSA 3, P6E6V54H-209L Seed 230 16 3.2 3 1.32 3.95 50hz/6Dhz APSP' 2 in.x 2 in. 47 p {{ w, 521109 lntellCom2 Rated9 24VDCwith4lnputs A 1 .; ACCESSORIES 350122 Communication Cable 50 ft Included with pump 2 'UL'indicates that pump bears a specific UL mark signifying evaluation Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For to U.S.Standards UL1081 for Permanently Connected Swimming Pools Only(Enclosure 31. Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California C22.2 Na.108-01 Liquid Pumps For Swimming Pools Only(Enclosure 31. Title 20 and is certified to use on Residential Swimming Pool Filtration ' 'NSF'indicates that pump bears a NSF mark signifying evaluation to Systems. t �{ NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming a Product may have been evaluated to other state and local regulatory Pools Only. standards.Listing status may change.Always confirm status with fl , appropriate agency if in doubt. . t}; 'CSA'indicates that pump bears a CSA mark signifying evaluation to Refer to catalog page 45 for a selection of 2-Pole GFCI breakers which offer 6 milliamp personnel protection while meeting NEC 2008 Standards for Pool Pumps. lye���••f ��fi�.c tx �.:H Y � t � �igtghy g fn d. v { , ■_■','_■■■ ,',771•7. T4s ., I x ago F gnomon 0 2■ S • 7 1 -1 I mossomm■,.,■ '� '. Monosson►�■� �yy '771 1 • ■■,�■■■■m■■■■■ �h��;_ �. , MIN nil - F ri`� �.��,—`_-- " I �_ tri - • � rk't+g Y SYSTEM:2T11 MODULAR MEDIA FILTERS PLM SERIES FILTERS FeaturednOR s •Typtca[InstaClatton ;aboveground pools inground pools- and ingrown f hot tubs ri ` +Quahtyt:onstructlon Durable two piece tank hausrng constructed of rugged ABSthermoplasttc to ensure a �r tonglasting;tank fife •EasyAccess Post f2mg�tocktng Ring'provtdesfast access to tank internalsNZ RN < •Innovatnfe Qestgn The innovative balanced flow design first introdut ed wdh3he Systern 3 Mod Me:*RV!,Yerts t nowavadablein the smat1&,S'stem Z`fflter virtuallyMAN maintenance free opgratlon for pootsof •LowMamtenance �lomplete media coverage combined � wtthshallowpleatsmeansgreaterdtrtholdmg . capabtht►es resulting in longer filter cycles and{ess cleaning System_2 Modular Media Filters •lar'ge Dratrl Ptug Filter includes 2 to NPT Dram ports PLM Series whchaGeprovtdedwithreducert)ushtngandl r/2tn dram plug `' � f Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets.Advances in media technology and balanced flow design provide dirt-Loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance-free operation for today's pool owner.The small diameter footprint makes the System--2 filter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of filter medias without changing the tank_Contemporary style and matte black finish looks attractive in any pool setting. Ordering Information '� �, Tarnover Capacity(ln Gallonsl` ��� �< Effective Fd#er Flow Ra#ed' (Flow Rate x 60 x Hours) Tank Part Carton Product Area(Sq Ft t GPM[5q t=t 1 �' �Stze- y `' ll{/ (Lbs) 1 MODULAR PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 PLM125 r�r 125 � 47 125= X17 45000 22:60000 28 75000 }��" 2m <�f 42 PLM150 150 56-150 20-54,000 27-72,000 34-90,000 tin. 43 P_.LM175 .Q � 175T ,<` , 66�150; � 24 54 OOQ 31 72 000 39 90,000 2 m s � 44 z PLM200 200 75-150 27-54,000 36-72,000 45-90,000 2 in. 45 PLM300 ` E h 300 R 113 150- 41 54 000 � 54`'72 000 68 90 000 2 m � 53 Based on NSF recommended flow rate for commercial at.375 GPM per Note:Operating Limits—maximum continual operating pressure of square foot. 50 PSI.Pool/spa(bather)applications,maximum operating water Note:No backwash valve required. temperature(internal filter)104°F 140°Cl. SYSTEM:2TM MODULAR MEDIA FILTERS (CONT'D) PLM SERIES FILTERS Ordering Information P7 o�uct Descnptlon ' v Carton Wt`(Li 1 •- OD , 27002-0100S 100 Sq.Ft.Replacement Module for PLM100 11 270D201255 125 Sq Ft ReplacementModuleforPLM125 115 27002-0150S + 150 Sq.Ft.Replacement Module for PLM150 12 NP 27002 01755 T95 Sq Ft ReplacementModule#or PLM175 27002-02005 200 Sq.Ft.Replacement Module for PLM200 14 27002 D3005� 300 Sq Ft.Replacement Module forPLM�DO z � � 14 >-._._ .�s..< _<.,...,_.<,v >`ht.,., ., �..,�.,� _, ..,. ..,z<-.�....w_w .._ ..__.wa,..e.�i<E>_�-�_. •,.<_> _.� ,!._<,.. ..._�...... .�.,... .vrz...-N.. U78-820P 2 in.x 1-1/2 in.Pipe Reducer Bushing 8 oz. x 270D1;01305 Spring CfleckUaive Dimensions and Performance PLM300 PLM100 ^ lase lay PLM125 PLM150 0 PLM175 �iso PLM200 e u u 37b1 21n WITM TO TWI O TIM. : 1HW O I MH 2Z i t 2ZO zz Ii00 KOO -I AU dimensions shown in inches. 20 Max.Row. 18 RATE PLM125 16 MAX FLOW a 14 RATE PLM100 e n 12 PLA1100, 10 PL M125, 2 PLM150, 8 PLM 175, CL 6 PLM200. PLM300 4 2 0 0 10 20 40 60 80 100 120 140 160 Flow Rate in Gallans Per Minute See page 393 for replacement parts. RAINBOW TPA AUT®MRTIC CHLORINE/BROMINE FEEDERS ht bt rA -300 and 320 series feeders available in clear amber HC=o 300-29X 300-29 for easy tablet level monitoring "mow o Completely eoctosed system-no special venting required 300-19 - No escaping gases HC3315 25 * 50 PSI maximum operating pressure 320 In-Line Feeders o 320 Series.For permanent installation in return line of new 11 M or existing pools orspas.Installs in return line on pressure side of pump downstream of all equipment.Standard with 2 Ur, in.slip PVC fittings and adapters for 1-1/2 in. Off-Line Feeders -300 Series.Retrofits into existing pools or spas. Rainbow Chlorine and Bromine Feeders Operates on pressure side of pump.Uses 1/4 in. feeder hoses,control valve and fittings. Years of customer use and satisfaction have proven Rainbovv feeders to be the performance Leader in pool&spa chemical Output rating for Bromine is not NSF Certified. dispensers. Ordering Information Product Model Description Carton City. Carton Wt.[Lbs.) Holds 11 large or 98 small Bromine or slow dissolving Trichlor tablets. R17ID961 320 Treats 6,500 to 27,000 gallons bottom feed and 18,000 to 70,000 gallons 1 30 top feed. Holds 11 large or 98 small Bromine or slow dissolving Trichlor tablets. R1712181 320C Treats 6,500 to 27,000 gallons in a bottom feed configuration and 18,000 1 30 to 70,000 gallons in a top feed configuration with see-through amber body. R1710161 300 Holds 11 large or 98 small tablets.Treats 12,000 to 48,000 gallons. 1 26 R1710221 300C Holds 11 large or 98 small tablets.Treats 12,000 to 48,000 gallons with 26 see-through amber body. R171026 302 Spa feeder.Includes spa chamber.Treats 500 to 2.000 gallons. 1 28 Holds 15 small tablets. R1710561 300-19 Spa feeder includes double-capacity 19 in.chamber. 1 5 Treats 13,000 to 52,000 gallons. R1710661 300-29 Spa feeder includes triple-capacity 29 in.chamber. 6 Treats 14.000 to 57.000 gallons. Heavy duty 1/2 in.controLvaLve and tubing optimizes flow and erosion to R1710701 300-29X provide larger amounts of sanitizes Dispenses 8.5 tbs.of 1 in.Trichlor 8 Tablets in 21.hours.Holds 29 Large or 237 small tablets.Treats 60.000 to 322,000 gallons. High capacity for I in.hard plumbing installations.Holds 15 tbs.of R1712151 HC-3315 tablets.Treats up to 20,200 gallons with Bromine and up to 97,600 gallons 1 9 with Trichlor. High capacity for I in.hard plumbing instaLtations.Holds 30 tbs.of R1712301 HC-3330 tablets.Treats up to 49,000 gallons with Bromine and up to 160,000 1 12 gallons with Trichlor. High capacity for 1 in.hard plumbing installations.Holds 40 tbs.of R1712401 HC-3340 tablets.Treats up to 61,000 gallons with Bromine and up to 332,000 1 14 gallons with Trichlor. Note:Rainbow Automatic Chlorine/Bromine feeders are for use with slow dissolving trichLor or bromine tablets only. MSFfistedfor public or residential use in Swimming Pools,Spas or Hot Tubs using I-Trichlor table's and when used with a flog:indicatingdevice such as a Rainbow Model 9 R172-030. Output rating for Bromine isnot NSF Certified. See pages 578-582 for replacement parts. LITE° WHITE AND COLORLE® LIGHTS UNDEMIATER LED LIGHTS FOR SYVIMMING POOLS AND SPAS a The brightest and most efficient LEDs available r. GtoBrite LED Light `„f-� ,p •, • Can be placed in as little as 4 in. Fiberglass Niche� � ,� S e @ a C of water even in the floor pointing up o Does not require grounding or bonding >FENTAtR for quick and easy installations _ •5 brilliant fixed colors and 7 pre-programmed light shows o Compatible with IntelliTouch®or .✓..-},, ..` �•+` GtoBrite LED Light EasyTouch®Control Systems for Vinyl Niche advanced control features �r' - o Compatible with gunite,fiberglass _'` �}r s GtoBrite LED Light and vinyl pools Concrete Niche GtoBrite LED Lights use advanced technology for energy-efficient,high quality light displays,delivered with enhanced LED brightness and superioroptics,while using 18%less energy than other shal[owwater LED lights.Globrite lights are compatible with IntelliTouch and EasyTouch control systems and Inte[LiBrite 5g LED pool lights.GtoBrite LED lighting is a brilliant way to shol,%,case and enhance pool features like baja shelves,steps,beach entries and shallow water features. Note:Only GtoBrite white lights have two dimming Levels. GtoBrite color tights cannot be dimmed. Ordering Information Cordcarton Carton Cord Carton Carton Product Voltage Wattage Length Qty. Wt (Lbs) Product Voltage Wattage Length Cty. Wt.(Lbs.) (Ft.) (Ft.) 602053 12 15W 30 1 5 602102 12 15W 30 1 5 602054 12 15W 50 1 6 602103 12 15W 50 1 6 602055 12 15W 100 1 9 602104 12 15W 100 1 9 602056 12 15W 150 1 12 602105 12 15W 150 1 12 Product Description Carton Qty. Carton.Wt.(Lbs.) eo r 620040 Gunite Niche for GtoBrite(includes white,blue,black,grey and tan rings) 1 1.3 620039 Vinyl Niche for GloBrite(includes white,blue,and grey rings) 1 1.3 620041 Fiberglass Niche for GLoBrite(white) 1 1.3 620093 Fiberglass Niche for GLoBrite(blue) 1 1.3 620094 Fiberglass Niche for GtoBrite(grey) 1 1.3 c eo9^ a x- 619993 1 GLoBrite CoLor 100 ft.with 30OW Transformer+Gunite Niche 1 25 619994 2 GLoBrite Color 100 ft.with 30OW Transformer+2 Gunite Niches 1 40 620051 1 GtoBrite Color 100 ft.with 30OW Transformer+Fiberglass Niche 1 25 620052 2 GtoBrite Color 100 ft.with 30OW Transformer+2 Fiberglass Niches 1 40 620080 1 GloBrite Color 100 ft.with 30OW Transformer+Vinyl Niche 1 25 620081 2 GtoBrite Color 100 ft.with 30OW Transformer+2 Vinyl Niches 1 40 GLO RI` E@ WHITE AND COLOR LED LIGHTS (COLT°®) UNDERWATER LED LIGHTS FOR SVVIMMING POOLS AND SPAS Ordering Information Product Description Carton Oty. Carton Wt.(Lbs.) oe 602106 2 GloBrite White 100 ft.with 300W Transformer+2 Gunite Niches 1 4U 602107 2 GloBrite White 100 ft.with 30OW Transformer+2 Fiberglass Niches 1 40 602108 2 GloBrite White 100 ft.with 30OW Transformer+2 VinyL Niches 1 40 Q fLAWD POOL RMIX. 619962 12V-14V 100W 1 12 619963 12V-14V 30OW 1 12 620314 GloBrite LED Light Glare Shield All Pentair UL Listed underwater tights are certified for use in fresh water with up to 6,000 ppm salinity_ Dimensions and Certifications C QL ass See page 488 for replacement parts. . 1 i • f • i • BTU SQ110 SQ120 SQ1SS SQ17S SQ16GR .80/80/60.... :100,000113,000 135,000 143,000 . 126,000 80/80/63". .:93,000` : 106,000. 127,000134,000 . 120,000. :':.' 80/50/63'.: 63,000- '73,000 : 86,000 90,000 71,000 Coefficient of Performance 80/80/80` 6.1 6.1 6.4 6.5 5.6 80/80/63" 5.7 5.7 6.0 6.1 5.3 80/50/63" 4.1 4.0 4.3 4.3 4.0 Operates down to OF mid to low 40s ' mid to tow 40s mid to low 40s mid to low 40s mid to low 20s Refrigerant R410A R410A R410A R410A R410A .:Electrical Heat or Heat&Cool HH H H H&C. . kW Input 4.8 .. 55 . .. . . .. 6.2._ 6.4:. 6:6. Vgtta hate:: - 9. 208=230!60/1 208=230/60/1 . 208>23016011 208-230/60./1'! 208=230/60L1� Minimum CirduitAmpacity 39.8 ' 41.4 414 1;4 MmimumlMaximum.Fnse$¢e 40l60� 50/6D , 50/60- 50/60 5U/60 Water Flow { NUrnmum/Maxtmum t9pn►) 30i7Q M. z 30110 30/70 30170 }�phy$GCa/�I'vl��t��,,�4 Y tq i ,�; 3� � k .,, _n x .. � �,�. °1 �_ ' ':� -... � 'v S tr 4 -SY,�'•h1� y r ��. �$u`e to goon ,. g ����, tiaL37"x34'5c4�"�,. �„37°X�39�(49” .�3T,Sc34'a�45" `����c'34 x4,5"� ��3•T'X34";,�� �: <'.4�h`pptn�c,.�;�,���� y �.'�-��''+-'r� ..'u dM�v 5,��'`'i..lE _,�' ��r3�.�� �r������•'}i�3';,°rS'r "-t i5t '-� £-UT``�`1.�„'+-*.-'x if{ -�ti �.'sQ�;�:i NEI x vgB� tit�ba � f gfi r 7L 3 t,d tr. 2� { [ ^N_IN3 i*J s7 h ��Z��le1'! r+ thxhei tlt �.-^�.`�' X "� ` ��. �7C 4�"�`fF `���i0�$j��aQ'iaCy'~ �"��.'+xt� •u��T�rBs�O" 6 q utit� BlRaS�;�.B� a a• a r MADE IN USA ry 01 -r-t „" .� -•, t'cc. >: tiy.,,4(. (OCEAN BOU U 30' LEVARD PER PLA TW I,: • . R/W (CURRENT) ) N 07T 4.55'E 51.41'(AI) mom N DT 14'55" E e,om N BEARING R A _ EFERENCE LINE:UNE z m< n N 07'14'55, m o E 41.82'(M) i 10.41'R/W TUCTION > . CONCRETE DRIVE mz o z COASTAL CONSTR w m 0.6 - CONTROL UNE \ ,. mnm >n p N o N 07• m 14 1400D D '55'E 51.47'(M) NEW ECK iv _ WTO n N 'y AT SECOND FLOOR — COA51.27'R/ UC110N, �i v B.9' 9.0'N p 1.1' TAL CONSTR 9.0'y CONTROL 0.7' n o m m 1 AND2p BLOCK COASTAL CONSTRUCTION �m v FRAC RAGE AND CONTROL LINE o + pppRTMEN7 rz m u 3 - .4' ON of tiA - !n 1-11 SLAB BELOW CO 0 0 U! o.1' + 3.7' n z BRICK Z W EXIST RETAINING Wim- o}' O m2 m 00 Wz _ 20' u BRICK W Ep N O - N O 4.0 T (P 5.3 40.6' m I 2 O N . ❑ TI 3.5' S. a3 m. Z In m 0• ;o J .7' Z N. N O ern 4.9' IR O m 10.9' I ¢ :UONO�-1 z0 r0 v A D��'), o p —I o CL m-n v 0 ; 32.2' b m 5.5' Ln zm-nf j p O D OtAA 1n �Om D °zm� l D 4 D 2-16a. z' 10.3' >o tm r �x I `>o mo_1h m ^' T11.. z.z• (3)n 8zt s D mm s �n7 Z >�\ z oN n GTS ¢� S 17 s N'NN6 __. _-~�-•____52.38' r mo N 06•'-3'34 W 49.91'lM) Q50'.(R) rm 49.86'(M17) /, ✓Y Oil't.!'L o CONCRETE SEAWALL - 4'1 BELOW SAND _911 e� MGC3UINNESS -RESIDENCE ❑ MICH.9EL DUNLAP AF'C141TECT W < lie�sT wrrls sTr w1Te zoo 6m �' JACIC.GNNLLF-FLORIDA —13561003 1639 BEACH AVFMIE ATLANTIC BEACH.FLORIDA p0 RORIDA REGISTRATION AR 9300 .I.GENERAl FURTHEST I-'PERMIT'r VERTICAL FLOOD FLOOD. .. .. I LINE CONSTRUCTION .I EROSION ZONE I ZONE' I . j x I AO" I LINE CONTROL 'AO'j 'VE' ------I LINE ----- -----=--J---- ION5n 5i1Dt P°J II COASTAL t i I `(!Q E�19GrE OO !t/" TE /,. —CONS CL TION TWO e DISTORY PREAME LINE /."I . . X1633 i D I•A aR I I OT F - !TORY C I 'I NEW MASONRY STEPS .I I I .. I E�OF�� . NEW MASONRY EN WALL I I I VEGETATION SAND SET PA t{!lALKIUA7 SEGMENTAL WALL EDGE �•� at .D TE M.T7P td8'B _ __ _-_T_—°__—__ t�++gp .tt__—_is �� we �.r •� � t.t I etre 9•I / i j ------ 7 " m ryD. E Ir IL A PAVER VERT a6 j f ` RTYARD L ECK REBFRAME I ENC POOL a ss _ I c= a° is a e I I aae .6te gI �,ER:-217 O •'+ �63I ' ZOL�A .v.T P ay.e i m� N FFE-7198' RIME i .e.e yp LVE .D VEWAY AREA 1 - TE P�'1. LL .. M I\ Il.t.e .a.i SAND SET PAVER WALKWAY W MASONRY SCREEN` a BAND SET PAVER WALKWAY a a e IP I SEASONAL I MEAN I I SEGMENT 'WALL EDGE I �'a0'T aea I$ I$ HIGH WATERNIGH WATER LME-ELEv.988' LME-ELEv.29' O i I/ COASTAL ONE STORY FRAME I I $I g I m RESIDENCE m I 5 -�TR CTION 1619LINE Iy EROSION CONTROL g I$ I 1. PA OR i LINE __—__ __—__—__—_____—__—_ _ GENERAI ADJACENT 3 HOMES I i I LINE CONSTRICTION X i Ao i LME SITE PLAN _ 1(o29 BEACH AVENUE L3 SITE DATA-IMPERVIOUS!PERVIOUS CALCULATIONS SITE AREA: 13,476 SQ.FT. MAXIMUM IMPERVIOUS AREA: 50%(6,738 SQ.FT.) HARDSCAPE TAKE-OFFS: IMPERVIOUS MAIN HOUSE COVERAGE 1,492 SQ. FT. APARTMENT/GARAGE 934 SQ. FT. COURTYARD PATIO 904 SQ.. FT. AC / POOL EQUIPMENT PADS: 131 SQ. FT. WALKWAYS & STEPS 649 SQ. FT. POOL " SPA DECK 1,294 SQ. FT. DRIVEWAY 345 SQ, FT. TOTAL: . 5,749 SQ.FT. PERCENTAGE OF SITE IMPERVIOUS: 42.7 ® EXISTING DEVELOPMENT IMPERVIOUS SU AcE POST DEVELOPMENT IMPERVIOUS SUBAGE GONi1NUW8FACRIC Ear cE LOT SIZE- 13,476 SF 100% LOT 51ZE- 13,476 SF 100% TREES/PALMS REMOVED HOUSE FOOTPRINT- 1,492 SF HOUSE FOOTPRINT- 1,492 SF !2)3'DRAKE ELMS-6' APARTMENT FOOTPRINT- 934 SF APARTMENT FOOTPRINT- 934 5F (2)10'WASHINGTONIA PALMS-12'GT STA�oy BRICK PATIO- 349 SF STONE PATIO- 904 SF (3)12'CABBAGE.PALMS-I6'GT' WALKWAYS- 351 5F WALKWAYS- 391 SF dIRT FASmc � 7"DEEP STEPS- 752 SF POOL DECK- 1,294 SF STAKE DRIVEWAY- 345 SF POLL EQUIPMENT PAD 49 SF ZONING CLASSIFICATION-R5-2 PIZ firaKE A/G PADS- 82 6F STEPS- 252 SF TOTAL IMPERVIOUS 3,941 SF 2S.2% DRIVEWAY- 345 5F LOT WIDTH-50' b"INTO CiRND. A/C PADS- 52 SF TOTAL PERVIOUS 9,535 SF 106% .TOTAL IMPERVIOUS 5,161 5F 42,1% TOTAL PERVIOUS 1,115 SF 513% SILT FENCE DETAIL FLOOD SILT ZCNE—►{ I GENERAL LOCATION E I LINE 51.I 'AO' I—LINE'iIT AO vE I EROSION I 1 j7raPA L NETROLCOASTAL CONTROL LIONS7RlJCTION NE TWO STORY FRAME RESIDENCE1633 LOT1 VER PATIO I I / STORY FRAME PERIMETER T FENCE T I 1 I I LIVE OAK / SIL REMOVE. REMOVE I I PERIMETER TO REMAIN 1 CONCRETE STEPS WOOD DECK -- SILT FENCE 7 BRICK WALLS REMOVE PALM I I I x8.06 4-S m / ----- 9. 6.3\ I ` x,5 ' m IA/C PAD W , / PALM TOTONIA I I % �l �I i 1 1\\ IIS Ij II 10 REMAIN �7 RE5IDENGE u I R1e�G Im FL GARAGE EXISTING Tw STORY FAMI rl i YI $I and FFE-2RE661DENGERESIDENGEE i6.2 I x12.1 ! 11 I \\ 11 yx6.9 I m I 1631 •fi�) ) 1 - / ! x9.7 I I FFE-215' f ! l 1 1 I I I \` x6.5 f7UMPSTER / P BHI OTONIA LOT 6 I I 1 ; I ��\ j LOCATION 1 / I / REMAIN CHEMICAL/ ! ! N O I 1 \\ I TOILET LOCATI / CONCRE ^W ,.! I I i I f i x6.3j ! TE I o ,ly f J J ` I - , x' 6.00 I REMOVE REMOVE PALMS REMOVE. GAP 41 COVER WELL REMOVE PALM I Ix x,.2 -nIm PERIMETER 1- •r 1 WOODEN STEPS WOODENRICK DE WALLS REMOVE GAS TANK I I SILT FENCE I 'x0.7 0 / PERIMETER FILL Tom?TO BRICK I z0.7 oio SILT FENCE COURTYARD GRADE 1 W/EROSION CONTROL TAGGED STEPS I co ZI Z BLOCK WALLS I CONCRETE WALKS ONE TORT FRAME 4 m / IN THIS AREA RESIDENCE I I LOT I O�m I o1- COASTAL mI m I �. / CONSTRICTION m, 1 I > LINE 6� I EROSION 0 00 1 PAVER CONTROL N I PATIO ? I I x I I I AO VE Il'—GENERAL 2 SITE DEMOLITION PLAN 1631 BEACH AVENUE i �1E 1T I X Ao I i I e 0 TWO STORY FRAME 1633 G New cru f-ONeT1alGT wALI.IH 13a. EN W4LL 3'PN1ELe FOR FRA9GIGILIT7 Ir —) PROPOSED x75.5 p..STAINLESS STEEL POST(4'Or—)\x75.3 \\DATE PALM AND 4-BST CABLE WIRE FENCE 5'-8' • U-' \\PLANTING \\ TMP' \\ BOLTED TO DECK,EA.BIDE BAND SET TRAVERTINE PAVERS ON 919 STONE BASE-� �y \\ \\ l PLANTING/ B / L9 6 x 12 SOLDIER BORDER —SEGMENTAL WALLP OL /� EQUIPMENT PLANTER .16 x Ib ON 45• ( TRRAAVE MUD SET a/ PAVERS 04 CONCRETE AREA OF FILL % 6"MEXICAN BEACH PEBBL AND BEHIND COPING TROUGH I TWO STORY FRAME r— 7 INFINITY POOL 2+e RESIDENCE 21+ a SPA I 12' x 32' 1629POOL L—J ° OT FSTL AL FFE-21.25' GRANITE WE)R CAP EA SIDE,SPA COPIINGNOI1 2' 3 CM TRAVERTINE B ILLN05E B POOL COPING-I'x 2' POOL DECK- Lg SEGMENTAL WALL / 1 TRAVERTINE MUD SET FACE / \\ PAVERS ON CONCRETE) AREA OF FILL I / SUB-BASE \\ I6 xI60N 4S' TRAVERTINE LSTEPS 6 x 12 SOLDIER BORDER I / ` PROP05ED DATE PALM / PLANTING I D G PLRNTING 1 1 1935' TMP. 1 LB LB I j j • \ uwLL BAND BE7 TRAVERTINE e 19D' B.0' I'1.0'/ 1�,0' I 15ID I 14.0' I 13.0' I 12.0 ( \\ e0'LF PAVERS GN 919 STONE BASE + + + \\ \\ x 18.1 SAND SET CONCRETE PAVER PATH ONE STORY FRAME 1615 O TWO STORY FRAME 1633 G KEW CrU e�PrN9M v cpµ�Mmum IFM �� -----��18.3 \\\ x 15. _M N SAND SET TRAVERTINE • �` \\ \\\ • �� / • / A/C A/G PAVERS ON 919 STONE BASE �� \\ \\ 1 / /! ✓� 2082' 2082' 20.82'+ � I 6'x 5'SAWCUT FRANGIBILITY POOLGRID ON CONCRETE DECK EQUIPMENT PLANTER SUB-BASE -�- 2082' j 21ID' 21ID' I / % -F 115' 1 4.86 4 TROUGH 215' 1 j 2118' TWO STORY FRAME 211a' raPA� INFINITY POOL 0.95 I +511 12' x 32' + 2058' SHOTCRETE % �! FFE 2928' L 14b5' 13LACL A WALL 215' // / +-115' 14B5+ 21.0' ! / 1 \ 20.82' 2' 2082' 20.82' mI I l \\ 1932' l I I I I I I l \ SEN u�aLLSAND SET TRAVERTINE ' o. .0' It' 15.0 I 140' I 13.01PAVERS ON SIS STONE BASE \�L + + +� + I + I -� + \\ \\ 1 � — G 9 Pia.¢eLrop' FRRY,ieiLln X IB SAND SET CONCRETE PAVER PATH �L ONE STORY FRAME 1619 e O 47"HT.7"886 FENCE PIPE,4'OX W/6 STRAND 66i GABLE 47"HT.7"99T FENCE PIPE,4'OL. BLACK GRANITE V 6 STRAND 66T CABLE INFINITY EDGE WALL TAPERS ON DIVED TWELVE COURSE TREMRON APPROACHING HOUSEBEGnEENTAL WALL'COMPAC' RETAINING WALL DLOCK TWELVE COURSE SEGMENTAL WALL'COMPAC' RETAINING WALL BLOCK SHOTCRETE INFINITY EDGE POOL WALL (3)7"x 3"CONCRETE AIRIFIER 5lP1POUT8 SPILLWAY COLLECTION TROUGH ELEVATION 6 EAST FACE OF INFINITY POOL L8 RESIDENCE 37'-0' TRAVERTINE B'AAF TRAVERTINE FOOL DECK POOL DECK BPA LUANDA B TILE LAND 715' 713' MFINITT EDGE 70.98' 71ID' 7+ ED POOL STEPS POOL 10"W x 17'LONG SLACK GRANITE SPILLWAY COPING I10' B"POOL SHELL (317"x 3"C74Cf7£TE AIRIFIER BUMPOUTS BLUE PEARL PEBBLE-TECH 19 10"WIDE COLLECTION TROUGH PLASTER COAT W/CRUSHED ABALONE SHELL 145' 1439' i DEE BTRJCTURAL DWGS. SEGMENTAL WALL STONE. FOR POOL GRADE DEMI TIQEMRCN KEYSTONE'CCTtPAC III' 4 PILE SPECIFICATIONS 0"H x UD"W x 17"D SECTION INFINITY POOL, TOP CP SEGMENTAL WALL "EIGHT-19 Ibb. L8 T U 70AI' COLOR:'PRAIRE' TOP OF SEGMENTAL WALL TIN am TF 11.14' 11.74' OF 16.74' -... 'L•;f;.•;ti; .ji •r:'�i 16A0' 0,_3„ ;.+: •;�11, :t 19.13' 0,_3„ ytp':.,}:;•;}'.i�:0. 1439' 13.77 3'UDE x 17”DEEP GRAVEL 3' ` •.`7� 13ID9' WALL 5A9E FOOTING.LME •3-y„'•'j;: .{.i 17,-0” 12 -0" 12-0" TRENCH WITH FILTER FABRIC ''t^•X:::�i:::�t •:: ORIGINAL GRADE SAND,FREE TTT1RI{{AVERTINE STONE POOL DECK OF DEBRIS 4 CONSTRUCTION SUC-DET TO 4'CONC.FRANGIBLE 7HT7RHN TRAVERTINE STONE T NE POOL DECK GIBLE 47"HT,7"BST FENCE PIPE,4'D.C. 9Up•Do9E 47"HT.7"BST FENCE PIPE,4'O.C. /D1 ELEVATION 6 SEGMENTAL WALL POOL GOPMG .40 pAR DOWEL 17'O.G. L8 GLA99 WATERLINE TILE 7087 7087' f—Ib6 SLOPE 7L0' 71ID' Vf DAR IS"O.C.4'LENGTH 1316 eLOPE--� BACKFILLED BEACH BAND ,.a'-. .• .. .....,.. .. .• ....... "7. E)f°OSED F, 4B0 I,ye IN eLOQC RAGED M L&l.14 WA PACKED O O O O O O O O O O O O 1r1DEDDED IN70 POURED auB-SLAB MIRAGRID 3X7 GE08TNTHETIC O O O POOL SHELL O O O nIRAGi¢ID 3M GEO8YN7HETIc ALTERNATE COURSES O S O : O ALTERlATE COURSES 8F_CA"IEN7AL WALL TREMRCN O O O PLASSTEUE RCOCOATT SLE�� ,,1 O O O KKET9TNONE QAC IIT I�UW�LL PARGG'LCLO O O O DPTH VARIES .. O O O e��n ' A56 PINSCOFnBEAOSNCRTSEBOCKWAV O 'hxIId —FINISHED GRADE(VARIES) FINISHED GRADE ' •pACKFILLED BEACH SAND SEGMENTAL WALL T !A. D M LIFTS WATER PACKED N! .P-1 '__'OCIC 3'WIDE x 17'•DEEP GRAVEL :;:��•�•:. AB WALL IB GONATRUCTED JkHllERGLA88 PINS WALL BASE FOOTING. STEPPED EVERT 9',I COURSE ORIGINAL GRADE BAND,FREE 3'WIDE x 17"DEEP GRAVEL OF OFF��ANICB CONSTpJCTION WALL 5 WE FOOTING.LINE DEBRIb TRENCH WITH FILTER FABRIC SEE STRUCTURAL DWGS. ORIGINAL GRADE BAND,FREE FOR POOL GRADE BEAM CF OORSANICS 6 CONSTRUCTION PILE SPECIFICATIONS �1 SECTION •� INFINITY POOL, SECzMENTAL WALL e L8 COASTAL CONTROL CONSTRUCTION LINE I I i TWO STORY FRAME I I / O9-T= — RESIDENCE 1633 / I LOT I Z I STAIR LIGHTS ° W 4'MTNG.HT. u� Z LIVE O l / `\ f I I I' I II m WALL MOUNTED / i \ U I PE SCONCE LIGHTS j / j i �\ j j j Q 16'MTNG.HT. UNDERWATER i / / / \ I I I �- WALL MOUNTED 666 POOL LIGHTS / // // // �� i I it I EXI5 II R1 SCONCE LIGHTS SIDENCE TWO STORY FRAME I I 1629 6'MTNG.HT. I GRA = M GARAGE RESIDENCEFF-17!ELEV. 9 2nd -RESIDENCE COURTYARD POOL r / / \ I x�6 IFFE-2136' ELEV.1985' 7629 \FFE-2118' / \ x6 Li21.0' / �GA LEVE \ I ` NI ELE .8B0' 1 ODED STAIRTH LIGHTS,15"HT. I rl x6. I / I I oOTo�CTOCONTROL I LINE LINEUGTION ONE STORY FRAME I I I / I 1619 SEE SUPPLIED CUT SHEETS FOR LIGHTING PRODUCTS SPECIFICS LIGHTING SCHEDULE / KEY MOUNTING WILDLIFE QTY. SYM LIGHT DESCRIPTION LIGHT BULB TYPE HE IGHT CERTIF.NUMBER LOCATION 2 IG INTELLIBRITE 5 G UNDEWATER POOL AND 12 VOLT,26 WATT,AMBER LED 18"BELOW 2015-015 1-IN POOL �.0 SPA LIGHT POOL COPING I-M SPA IS OTHOMAS TURTLE LIGHT WALL SGONGE 120V,PAR 20 LED,AMBER,13 W 6'HT. 200-1-028 WALL SCONCE CAT SLS210-1 I6 ® BEACHSIDE LIGHTING-R3A 12V,MR 16,LED,5W AMBER 2010-014 PATH DOWN CAT•PSH0105R AT-LED 1156 RED 16,E LIGHTS 9 KICHLER DECK COLIN LIGHT-15063-03 12 VOLT,65 WATT LED oN STEP WALLe CAT.•16110GRY2l 15553CLR 4' GDUIM6 RAIRWA STREET LEVEL e GENERAL NOTES AND SPECIFICATIONS DESIGN GRITFRIATO THE BEST OF THE ENGUIEER'S KNOWLEDGE AA FLORIDA BUILDING CODE 2014-RESDENTIAL REINFORCED N D OR PAVER AND POOL BACKFILL NOTES BELIEF, ALL REINFORCEMENT SHALL CONFORM TO ASTM A615,GRADE 60. ALL WELDED WIRE I.THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION.THE PLUMBING SHALL BE SECURED AND FABRIC SHALL CONFORM TO ASTM A185. THESE POOL DESIGN PLANS AND SPEOFICABLNS LIVE LOADS• PROTECTED DURING BACKFILL AND SHALL NOT EX BE DISTURBED. POOL SHALL BE CLEAN SAND,FREE S CION B2B- 00 THE FLORIDAAD DS ESTABLISH ALL HOOKS IN REINFORCNG BARS SHALL BE ACI STANDARD HOOKS OF ROCKS AND DEBRIS PRODUCED DURING EXCAVATION OF THE POOL ANO ANY ORGANIC MATERIAL, SECTION B2B-11007, RIDA ADMINISTRATIVE C POOL DECK 40 PSF MUCK OR MARL A OWAB NIT SiR eSFc ALL CONCRETE REINFORCEMENT SHALL IN DETAINED,FABRICATED,LABELED.SUPPORTED THESCOMP DESIGN PLANS AND SPECIFICATIONS AND ME II 1 i 11 i AND SPACED IN FORMS AND SECURED IN PLACE TI ACCORDANCE WITH THE PROCEDURES BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12'AND COMPACTED TO BOR OF THE MATERIALS COMPLIANCE E 1IN AP STANDARD AND GUIDCHAPTER I CONCRETE:(PER ACI 310) AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE'MANUAL OF STANDARD MAXIMUM DENSITY. OF FEMA N CHAPTER STRU AND CHAPTER 1 M RNA S5,COASTAL CONSTRUCTION MANUAL A CONCRETE: PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES',ACI 315. BAR SUPPORTS II. WATER WANDINC OR'JUKINC'DOES NOT CONSTITUTE PROPER BACKFILLING COMPACTING AND SHALL APPENDIX L TO THE FEMA 55,COASTAL CONSTU( SUB ON GRADE 11O-3000 PSI SHALL BE PLASTIC DIPPED AFTER FABRICATION. / MANUAL STRUCTURAL POOL SHELL 1'c 4000 PSI ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION NOT BE CONSIDERED AN ACCEPTED METHOD,NO EXCEPTIONS. STRUCTURAL GRADE BEAMS Vc 4000 PSI OF ACI 318,BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS,U.D.N. ALL THE POOL HAS BEEN DESIGNED NOT J INCREASE III.THE CONTRACTOR T RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE OWNER AND RISK TA DAMAGE Di ADJACENT RE IRED BCS DURIN STRUCTURAL PILE CAPS ft 4000 PSI WELDED WIRE FABRIC SMALL BE LAPPED 7W0(2)MESH PANELS AND TIED SECURELY. LANDSCAPE ARCHITECT/ENGINEER AS PART OF THEIR BID PRIOR TO IMPLEMENTATION,INCLUDING ATA 628573.STORM EVENT AS REWIRED H FAC AUCERCAS7 CONCRETE ANCHOR PILE fe-5000 PSI WHERE REQUIRED,DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING,U.O.N. MINIMUM: 628-]].007(5)(m)(n)AND FEMA 55,CHAPTER t: REINFORCEMENT: ASTM A615-GRADE SD (1)AUGER BORING 3-MINIMUM BELOW THE DEEPEST PORTION OF THE POOL TIKE SWMMINC POOL HAS BEEN DESIGNED AS AN SOIL BEARING PRESSURE: 2500 PSF SUPPLMENTARY NOTES EXPENDABLE STRUCTURE �� A R AST CONCRETE ANCHOR PI Fe VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. IM�LSOIL EMENTATIONU OF A SWIMMNGGEOTECHNICAL P NICAL ENGINEERS SUMMARY OF THE SOIL CONDITIONS FOR 1 MINIMUM 14-DIAMETER ELECTRICAL,AND POOL DRAWINGS. IV.THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED STRUCTURAL FILL,IF OTHER 2 WNINUM 18'-0•LENGTH CONDITIONS ARE ENCOUNTERED,SUCH AS MUCK.NDN-ANGULAR SAND.ORGANICS,MARL,ETC THE J REINFORCE r/6-/5 r/M3 TIES AT 12•o.. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL DR BE RESPONSIBLE FOR CONTRACTOR SHALL STOP WORN AND NOTIFY THE OWNER OR ENGINEER. 4CONCRETE f.-4D00 PSI CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES,SEQUENCES,ACTS AND/OR FOUNDATION LEGEND 5 PILE CAPACITY SHALL BE 20 TONS. OMISSIONS OF THE CONTRACTOR,OR ANY OTHER PERSONS PERFORMING WORK,NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE DEP RELATED DESIGN RCONTRACT DOCUMENTS. i,_,%� 14•DIAMETER CONCRETE ANCHOR PILE. EINFORCED CONCRETE CRITERIA ALL CONCRETE WORK SHALL CONFORM 70 THE REpUIREMENTS OF THE LATEST EDITION OF PROVIDE ALL TEMPORARY BRACING,SHORING,GUYING,OR OTHER MEANS 70 AVOID --- INDICATES GRADE BEAM,SEE DETAIL t k 2/PS-2 FOR ACI JIB AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING DEP MONUMENT NUMBER-R-46 DUVAL COUNTY - - R13NFORCEMENT AND APPROVAL OF THE STRUCTURAL ENGINEER. CONSTRUCTION. 1DO YR.STORM ELEVATION-416.3 NAVD(FROM INDICATES DETAIN NUMBER UNLESS OTHERWISE SHOWN ON DRAWINGS,MINIMUM COVER FOR REINFORCING SHALL BE AS IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED,OR UNSTABLE SOIL, MONUMENT) INDICATES BULGING AND SKEET NUMBER FOLLOWS: THE ENGINEER SHALL BE NOTIFIED. IDD YR.S ORM DESIGN GRADE ELEVATION-+4.4 SUBS ON GRADE NAVD(FROM MONUMENT) T.O.S. TOP OF SLAB ELEVATION CENTERED TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, BOTTOM OF PILING--$.0 NAVD STRUCTURAL POOL SMELL 2• BOTTOM OF LOWEST HORIZONTAL POOL BEAN= STRUCTURAL SPA SHELL 2• THESE DESIGN PLANS AND SPECIFICATIONS ARE N COMPLIANCE WITH THE STANDARDS +12.8 NAVD 1)ALL RIAS PP OV SMALL BE LL DI AS PER LOCAL MUM T CODS.PRO GRADE BEAMS AND PILES J• ESTABLISHED IN SECTION 62B-33.007,FLORIDA ADMINISTRATIVE CODE. 2)ALL DD'APPROVED M SAND FAL SNAIL BE MACKiUFD ND IBA DILL SA 1 PSR a oPrmw MODIFIED srArmARO Am PROCTOR TEST.BAarMI SIAI CONCRETE MAXIMUM WATER CEMENT RATIO, uYEM STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 THE POOL HAS BEEN DESIGNED NOT 70 INCREASE THE RISK OF DAMAGE OF ADJACENT 3)THE OR SHALL INSTALL AND MMNIAW A FOUR(4)FDOT NQI(NNNu CONCRETE PILE CAPS AND GRADE BEAMS 0,42 DWELLINGS DURING A COASTAL 37ORM EVENT AS REWIRED BY FAC B28-33.007(5)(m)(D). AROUND THE POOL AREA(M MEET OR EXCEED LDCq CODES). AUCERCAS7 ANCHOR PILE 0,18 ) 4 RITTA 10 POOL N3NNAC110iDi 5 PW15 FOR OCi3l5 K THE PDQ,PUN AND aRTRIGL RENINAIC S REINFORCMENT: ASTM A615-GRADE 60 WELDED WIRE FABRIC ASTM A185 SOIL BEARING PRESSURE: 2000 PSF 36'-10• _g• 10'-5�' 10'-5�• 10'-5�• 1,_3• •I -- ------I I i f_y 1•_3• 1 I I I •I i i KoL I � 1 1 r 11 I0 SEE IO/PS-2--" I i I STEPS c .� 3 3•' I I I Pool I I I o � ' � i i 1 I SPA SUB ICK CONCRETE I I DRiII PSE S E2 I i o ''�'�1• I STEPS I I AC4 WAY BOTTOM I I I ( 1 I I h 11 1 1 POOL EDGE SEE I 7' DETAIL 1 PS-2 SM. ( 1 ..f.. 2 •i 2 POOL SECTION PST - PSt POOL/SPA SHELL PLAN SCALE Ile-'-11 - -----------I---------- ` Bab SPA ( INFINITY ) `---------- SEE DETAIL 4/PS-2 (BEYOND) EDGE SEE DETAIL S/PS-2 I SPA PATER UNE 1 ''•--- ___��� E I I I I POOLIWATER I I j POOL STEPS I I LINE I 1 I 1 2•d•CONIC. i I SPA I SPA i I I 0•POOL BUMPOUTS I SMELL POOL BPA i 1 1 1D'W COLLECTION: PA TROUGH 1 - _ I I j 1 �.I• I' I .. TVP.STAIR SEE j :r•` .. '. ..I. '•;.•.. TAIL J PS-2 SM. I .. .•..''..::'. .. I 1 I• i ��--- - GRADE BEAM SEE 'I .•� .. 1'.'I: . '..I I �-------.� 1 1 1 1 DETA L 2 PS-2 SM. I I I I 1 I I I I 1 I 1 I 1 t 1 I 1 1 1 CRAOE BEAM SEE ( f --•-------------- . D TAIL 2 S-2 SIM. ------------- 1 LONGITUDINAL POOL SECTION /-3,SPA SECTION PS-7 NOTE' PS-1 SEEDETAILS FOR REINFORCING NOT SHOWN HERE FOR CLARITY 7 POOL WALL .+D. A FINISH,SEE ARCH 0 C /5 O B'O.C,TOP B'STRUCTURAL CONCRETE /5 O B•O.C,TOP I T/POOL WALLJ, POOL SHELL WALL S'STRUCTURAL CONCRETE SLAB S•STRUCTURAL €�30.7'�"a�DV- r- /5 O B'e.e TOP I CONCRETE SUB /40 12'O.C.E.W. 8 i 1/p3 SPAN T R FORCING 1/3 SPAN TOP REINFORC C RL TYPICAL AT STAIRS. u e'STRUCTURAL SUPPORT /4 VERTICAL 0 B'o,c, S 1/3 SPAN TOP REINFORCING CONCRETE SLAB J2-#4 SUPPORT CENTERED,ALIGNED./ nIt SLAB REINFORCING 3 2-94 SUPPORT 3 /4 HORIZONTAL O 12'0.e,CENTERED 3'CUR SEE DETAIL a •. ..• .. 05 O B•D.C. � 2 - FOR-/ /P 1 • ,m m_ EA WAY BDT REINF.(TYP) r-o qs®B'O.C. IAS. 5 O B'o.e 3 EA.WAY BOT CA.WAY BDL J'CLR S-/5 TOP AND S-/S < 1 L�OWE}, 57 pOpL BEAN BOTTOM. /3 STIDE BEAM -'F LF +-12.83'-NAVE O 12 O.C..GRADE BEAM 5-/5 TOP AND SUPS BEND OVER VERTICAL/5 REINFORCING BOTTOM.//3 S INTO GRADE BAUGERCAST ELE AM/SLAB ENFORCING 24"w x 20"d STRUCTURAL GRADE BEAM AT MIDDLE 0 12'0.e GRADE DE BEAREAM /sue REINFORCING 14'0 AUGERCAST CONCRETE 1'-2' ANCHOR PILE(TYPICAL it LOCATIONS) 2'-0'NIN 2'-S'MIN /—l'\TYPICAL POOL EDGE DETAIL 2 TYPICAL POOL EDGE DETAIL 3 TYPICAL STAIR DETAIL $_ SCALE: 3/4'-1'-0' $- SCALE.• 3/4'-V-O' $-2 SCALE: 3/4'-V-0' 1•-0' T OOT.WALL� (4)/4 CONT.IN TOP //PP OF 1Y WALLS INFINITY a VERTICAL EL.+'Ff.§5�7r AMY _ (4)/4 COR1T.IN TOP EDGE O 0'O.C. FINISH,SEE ARC 1-0 OF 1r WALLS 16'SPA BENCH T POOL WALL CONC. Sp L.+21SUMP.25 NAV BUNPOUTS '/2-EXPANSION JOINT./ ELASTOMERIC SEALANT /4 VERTICAL O B'o.e, FINISH,SEE ARCH /3 HORIZONTAL CANTILEVERED CONCRETE TRAVERTINE CENTERED,ALIGNED./ s SPA O B'D.C. COPING AS PER POOL COMPACTED SANDEBED�AS SUB REINFORCING /4 VERTICAL 0 B'nt 10•W MANUFACTURER OWNER 3 _,--CENTERED, SUB RED,ALIGNED �/ a� COLLECTION / PER POOLSLOPCONIRAC70R )SOL IQ WATER LINE P4 14DOKED DOWELS B'WATERLINE I ' VERTICAL O B' TILE COMPACTED SAND BED DESIGNED P5 O B'o.e TOP 5-/5 TOP AND 5-/5 B'o,cOTTOM ON W e'WALL /4 HOOKED DOWELS BY POOL CONTRACTOR d .//3 STIRRUPS 0 12VERTICAL O B•DC10'BOND BEAN /2-/4 .. GRADE BEAM REINFORCING /4 HORIZONTAL CONTINUOUS AROUND O 12'O,C., PERENETER(TYPICAL) • /3 HORIZONTAL CENTERED /4 VERTICAL O B'O.C., .0 i 06.O _u_ CENTERED 5 0 B"o' 5-M5 TOP AND 5-/5 14b AUGERCAST / BOTTOM //3 STIRRUPS CONC ANCHOR PILE EA.WAY BOi. b O 12'0..GRADE BEAN (TYPICAL 11 LOC.) REINFORCING 14'0 AUGERCAST CONC ANCHOR PILE (TYPICAL 11 LOC.) /-4,SPA TO POOL EDGE DETAIL 5 SPA EDGE DETAIL 6 SPILLWAY EDGE DETAIL 7 TYPICAL COPING/EDGE DETAIL SCALL• 3p•.1'-0• _ scAlE: Jp•-1'-0' $_ SCALE: 3/4'.1'-0• S- SCALE: 3p•.V-0' RAILING(AS REQUIRED BY i END BARS 70 WITHIN 12.OF DRAINAGE FILL LOCAL CODE) i i 3'OF TOP OF SUB(TYP) (3/4'CRUSHED TRAVERTINE STONE OVER ADD 4pco/4 a 3'-0' KEYSTONE T PILE VA IES ROCK OR STONE) COMPACTED SAND BED.FINISH DIAGONALS AROUND DEEP CAP SEE PUN TD BE DETERMINED BY POOL WELL DRAIN OPENING fYT/SIAe CONTRACTOR - L.++1D.85rNAA - BUILD UP PERIMETER OF MIRACfl10 3%T DECK WITH EXCAVATED MAINTAIN 2' GEOSYNTHETIC PILE SECTION EXISTING SAND FILL S'LAYER SAND BASE CONCRETE COVERCOVE SLOPE COMPACTED TO A DENSITY AROUND OPENING OF AT LEAST 95%OF THE I§ EXISTING GRADE . -•• MODIFIED PROCTOR MAXIMUM _ is'- O'3XT CEDSYNTMETIC � 14' AUGER CAST 1B• ./B 05.1B' O' DRY DENSITY(ASTM 0 1577) ® ./q3 TIES 0 12' DESIGNED BY POOL MIRAGRID J%T CONTRACTOR GEOSYNTHETIC q5 O 12'O,C. EACH WAY POOL MIRAGRID 3%T > STABIIJZED SUBGRADE,NON-PLASTIC, SLAB REINFORCING GEOSYNTHETIC INORGANIC,EXISTING EXCAVATED GRANULAR DEEP WELL SOIL COMPACTED TO A DENSITY DRAIN EL +SEE PLAN PBEPER KEYSTONE SS OF AT LEAST BST.OF THE PROCTOR . MIRAGRID 3X7 MAXIMUM DRY DENSITY(ASTM D 1537) GEDSYNTHETIC 5'-0' b FOUNDATON SOIL UNREINFORCED CONCRETE in LEVELING PAD BOT PILE -5.00 N DEEP WELL DRAIN OPENING TYPICAL PILE �1 POOL DECK TRAVERTINE STONE /—g1 REINFORCING DETAIL /loSt STACKED STONE WALL DETAIL 11 ELEVATION \Fj-y SCALE: 3/4•-1'-D' $_ SCALC: ]/4'-1'-0' 5- SCALE: 3/4'-Y-0' Ps-Z SCALE: 1/4 -1'-0•