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LA FITNESS 1021 ATLANTIC BLVDBP250U01 CITY OF ATLANTIC BEACH Application Tracking Step Selection by Revision Application number . . . . 11 00001115 Address . . . . . . . . . . : 985 ATLANTIC BLVD RE number . . . . . . . . . 177602-0040- - Application type . . . . . : CIVIL AND SITE PLAN REVIEW NCR OLD ACCOUNT NUMBERS . . AB20169 Tenant name, number . . . . : Type options, press Enter. 2=Change 4 --Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maint 1/26/12 08:06:50 opt Agency description Path Rev Step Req ---- Key In Dates --- Est Cmpl - Review Summary - Resulted Stat By BUILDING DEPT. A 00 Y 12/12/11 12/14/11 12/12/11 FR DW _ PLANNING & ZONING A 00 Y 12/14/11 12/15/11 12/14/11 AP EH _ PUBLIC WORKS A 00 Y 12/14/11 12/16/11 12/15/11 AP DW _ PUBLIC UTILITIES 1 00 Y 12/14/11 12/15/11 12/15/11 AP DW Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=Misc info inquiry F9=Corrections report F10=View 2 F11=Sort by agency F24=More keys 44 14 C7 I 7J d = -5. ov City of Atlantic Beach APPLICATION NUMBER Building Department ----� (To be assigned by the Building Department.) *" 800 Seminole Road (`"`-z ""1NT�'� Ll 1Atlantic Beach, Florida 32233-5445 ' " w J J Phone (904) 247-5826 • Fax (904) 247-584�AN Q 2512 -0;;19% E-mail: building-dept@coab.us Date routed: City web -site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM i12 / �a Property Address: �Qi1T�LCi 0lvd De artment review require s ;Ivo Buil tanning & Zonin nistrator ublic Work ilities Public Safety Fire Services Review fee $ 257 Dept Signature Xj Applicant: Project: VJ 'e 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. ❑Denied. (Cir one.) Comments: �� ®✓V ��" (7�DING ,� I Ze,�J r S��I i/`r ��i �� �� LC.f/cecf Y�S5;Ji o`� �� �� rj1t,'.J do -e5` ���`� O`— d` PLANNING & ZONING (S Reviewed by: ✓u , -147— Date: 1-147— TREE TREE ADMIN. Secend Review: Approved gid. [--]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by. Date: % S 1 Third Review: QApproved as revised. ❑Denied. FIRE SERVICES Comments:^: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach Building Department �- 800 Seminole Road Atlantic Beach, Florida 32233-5445 J V Phone (904) 247-5826 • Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us Property Address: 'Na A C 7/y, Applicant: Project: A V) APPLICATION NUMBER (To be assigned by the Building Department.) Ll Z/ Date routed: Department review required Yes No Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services e $ Dept Signature °--=cy Review or Permit Required Review or Receipt Date of Permit Verified By Environmental Protection Transportation Rives Water Management District ps of Engineers ,o of Hotels and Restaurants (ision of Alcoholic Beverages and Tobacco Aher: APPLICATION STATUS ReviE ertment First Review: Approved. ❑Denied. Comments: [A 4" Z V{qc.cJ"J PLAT 'ONING t" Reviewed by:✓k � � � Date: lZ— IIN. Second Review: [-]Approved as revised. ❑Denied. P IRKS Comments: Pi "TIES F Reviewed by: Date: F Third "review: .rP'� )roved as revised. ❑Denied. Comments: -: Reviewed by: Date: Revised 05 Letter of Transmittal Date: January 3, 2012 To: Debbie White Building Department City of Atlantic Beach 800 Seminole Road Atlantic Bea h, FL 32233 �� Re: Atlantic Village Shopping Center — Parking Lot Modifications Atlantic Blvd., Atlantic Beach, FL CPH Project No. E6104z WE ARE SENDING YOU THE ATTACHED ITEMS VIA: FEDEX Priority Standard _ 2"d Day _ Hand Delivery X Courier USPS Other NO. OF COPIES DESCRIPTION 5 Signed and Sealed Construction Plans THESE ITEMS ARE TRANSMITTED AS INDICATED BELOW: 5200 Belfort Road Suite 220 Jacksonville, Florida 32256 Phone: 904.332.0999 Fax: 904.332.0997 www.cphengineers.com Erika, The attached plans show the revisions to the previously submitted plans to show 3 additional handicapped parking spaces per your review and comment. Please do not hesitate to contact me at 904.332.0999 or at wad you have any questions or need any additional information. SIGNED: `-� Sr. V.P. / Associate 1%1 ures are not as noted, kindly notify us at once. -l3 if For Your Use X For Review and Comment As Requested For Signature and Return Erika, The attached plans show the revisions to the previously submitted plans to show 3 additional handicapped parking spaces per your review and comment. Please do not hesitate to contact me at 904.332.0999 or at wad you have any questions or need any additional information. SIGNED: `-� Sr. V.P. / Associate 1%1 ures are not as noted, kindly notify us at once. -l3 if City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: _ /Z ' /a APPLICATION®. Property Address: "/ /�d__?�717 C TIV Applicant: f Project: ® M r Dent review required Yes No B' annin & g Tre nistrator Public Utili Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Dateof 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: Reviewing Department (Circle one.) ING & ZONING TREE ADMIN. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Revised 05/14/09 First Review: APPLICATION STATUS [Approved. enied. Comments: PteED AAt4 9-6GS I �� L�✓ .�� Uel � 1-7 1� Reviewed by: ate: Second Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Third Review: ❑Approved as revised Comments: Reviewed by: ❑Denied. Date: Date: City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 " Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned byythe Building De artment.) /! — � z? Date routed: PPI TION REVIEW 1V _1'RA I - FD -RI C-'-)' "i�b-------- a-� Property Address. �0/�tl7i% C�✓d Alaplicant: /D Project:z"'7 Review fee $ D ent review required Yes - B '' annin & Z g Tre nistrator Public Utili " Public Safety Fire Services Dept Signature Other /agency Review or Permit Required Review or Receipt ed By Date Florida Dept. of Environmental Protection of Permit !/erifi 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: A r%r% IA wT�r�a� w AI r LI%.# 1 1%J171 a 1 H 0 Ua' id I-�) v'iewring ®apartment First Review: 11" k DApproved. Denied. ����(Circle one.) Comments: OtTo BUILDING /07.4-1 vr' L7.4ptit-. -7 :s , s,'// a 577 ' 7 xZVe, i%NNING &ZONING k J ��`.�j y � r�--�' �c-d`� Reviewed by: %�� G��'i`'i• Date: °� ��- TREE ADMIN. Second Review: DApproved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES UBLIC SAFETY Reviewed by: RE SERVICESI Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Revisc d 05/14/09 Date: Date: TREE & VEGETATION REMOVAL PERMIT APPLICATION INSTRUCTIONS (1) Complete and sign this form. (2) Attach the required supporting exhibits as listed on the application checklist. (3) Contact the Department of Community Development if you have questions or need assistance completing the application or m determining which exhibits are required for your particular projeci (4) Submit this form, along with all required exhibits and payment to the City of Atlantic Beach, and in the appropriate amount according to the application fees listed to the right, to the reception desk at the Building Department. SECTION I - SITE INFORMATION PHYSICAL ADDRESS 1021 Atlantic Boulevard, Atlantic Beach, FL 32233 City of Atlantic Beach Department of Community Development 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F) 904 247-5845 r` Single -/Two -Family Residential $125.00 F— Multi -Family Residential $250.00 (X Commercial / Industrial $250.00 F Institutional / Other Non-residential $250.00 Application # TREE - If an address has not been assigned to this property, contact the AB Building Department at (904) 247-5826 to request an address. SUBDIVISION See attached BLOCK LOT RE # 177602-0040 SECTION II - APPLICANT INFORMATION F_ OWNER [, LEGAL AUTHORIZED AGENT NAME OF APPLICANT CPH Engineers, Inc. - Wade P. Olszewski, P.E. ADDRESS OF APPLICANT 5200 Belfort Road, Suite 220, Jacksonville, FL 32256 PHONE (904) 332-0999 CELL (904) 707-6780 EMAIL wadeo@cphengineers.com SECTION III - TREE & VEGETATION REMOVAL REQUEST I REQUEST THAT THE TREES & VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL, AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE, CHAPTER 23, FOR THE FOLLOWING REASONS (check all that apply): F- Vegetation (trees) are difficult to maintain /owner dislikes. F— Trees are dead, diseased or so weakened by age, storm, fire, or other injury so as to pose a danger to persons, property, Improvements or other trees. Vegetation (trees) pose a safety hazard to pedestrian or vehicular traffic or cause disruption to public utility services. Vegetation (trees) pose a safety hazard to buildings or structures. F- Vegetation (trees) completely prevent access or cross access to a lot or parcel. Vegetation and/or trees prevent development or physical use. It is the intent of this provision that a permit shall be granted for F the removal of vegetation and/or trees when the applicant has demonstrated an effort to design or locate the proposed improvements so as to minimize the removal of vegetation and/or trees. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS OF TER 23, PROTECTION OF TREES AND NATURAL VEGETATION, AND ALL OTHER APPLICABLE CODES ANDARJ0INA F TIE CITY OF ATLANTIC BEACH. SIG FOR INTERNAL OFFICE USE ONLY 6ONTAGE FLU PTH ZONING AREA ISA /H 7 DATE ZVAR ESA SR -1 UBEX H/H SR -2 WAIV OAR CR Tree & Veyeta tion Removal Perm itApplication_versionoi.oi.o9 SC;,A&,"; t, ©ate. A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH , RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 26, REPLAT OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31 PAGES 16, 16A, 16B, 16C, AND 16D OF THE CURRENT PUBLIC ` RECORDS OF SAID COUNTY- THENCE SOUTH 0776'02" EAST ALONG THE WESTERLY RIGHT-OF-WAY LINE OF ROYAL PALMS DRIVE, AS ESTABLISHED AS A 60 FOOT RIGHT-OF-WAY BY OFFICIAL RECORDS VOLUME 1819 PAGE 52 OF SAID PUBLIC RECORDS, A DISTANCE OF 20.55 FEET; THENCE NORTH 853727" WEST ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 OF SAID PUBLIC RECORDS, A DISTANCE OF 80.29 FEET- THENCE SOUTH 00'4122" EAST ALONG THE WEST LINE OF SAID LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 2010 PAGE 42 A DISTANCE OF 214.92 FEET' THENCE NORTH 8978'38" EAST ALONG THE SOUTH LINE OF SAID LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 2010 PAGE 42, A DISTANCE OF 147.68 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY LINE OF ROYAL PALMS DRIVE, SAID RIGHT-OF-WAY LINE BEING A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 515 FEET' THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF SOUTH 4474'11" EAST AND A CHORD DISTANCE OF 236.50 FEET TO THE POINT OF TANGENCY OF SAID CURVE THENCE SOUTH 5731'02" EAST CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 8705 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE SOUTHWESTERLY HANNG`A RADIUS OF 113.55 FEET' THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEAR/NG OF SOUTH 5273'15" EAST AND A CHORD DISTANCE OF 20.97 FEET. THENCE SOUTH 89'18'38" WEST ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 3397, PAGE 69 A DISTANCE OF 126.77 FEET- THENCE SOUTH 00'4122" EAST ALONG THE WEST LINE OF SAID LANDS A DISTANCE OF 62.00 FFET,• THENCE NORTH 89'18'38" EAST ALONG THE SOUTH LINE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 3397 PAGE 69 A DISTANCE OF 160.00 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY ZINE OF ROYAL PALMS DRIVE, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 113.55 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF SOUTH 0545'43" EAST AND A CHORD DISTANCE OF 20.08 FEET TO THE POINT OF TANGENCY OF SAID CURVE, • THENCE SOUTH 89'18'38" WEST ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2219 PAGE 306 AND ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 2843 PAGE 750 AND ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 3231 PAGE 773 A DISTANCE OF 440.00 FEET' THENCE SOUTH 004122" EAST ALONG THE WEST LINE OF THE LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 3231 PAGE 773 A DISTANCE OF 160.00 FEE T,• THENCE SOUTH 8978'38" WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD (STATE ROAD A -1-A) AS NOW ESTABLISHED AS A 100 FOOT RIGHT-OF-WAY, A DISTANCE OF 569.18 FEET' THENCE NORTH 0776'02" WEST A DISTANCE OF 160.00 FEET' THENCE SOUTH 897838" WEST PARALLEL WITH SAID NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 201.42 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF AQUATIC DRIVE, AS ESTABLISHED BY OFFICIAL RECORDS VOLUME 3278 PAGES 176 AND 177 OF SAID PUBLIC RECORDS, • THENCE NORTH 11'42'30" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 390.26 FEET- THENCE NORTH 82 43'58' EAST ALONG THE SOUTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2411 PAGE 1171 A DISTANCE OF 262.48 FEET' THENCE NORTH 1354'50" EAST ALONG THE EASTERLY LINE OF SAID LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 2411 PAGE 1171 AND ITS NORTHEASTERLY EXTENSION, A DISTANCE OF 192.81 FEET; THENCE SOUTH 853727' EAST ALONG THE SOUTHERLY LINE OF AFOREMENTIONED BLOCK 26, REPLAT OF PART OF ROYAL PALMS UNIT TWO A, A DISTANCE OF 37.52 FEET - THENCE SOUTH 07.16'02" EAST ALONG THE WEST LINE OF THE LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 1471 PAGE 472, A DISTANCE OF 35.00 FEET' THENCE SOUTH 853727" EAST ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 60.00 FEET,• THENCE NORTH 0776'02" WEST ALONG THE EAST LINE OF SAID LANDS AS DESCRIBED /N OFFICIAL RECORDS VOLUME 1471 PAGE 472, A DISTANCE OF 35.00 FEET. THENCE SOUTH 853727" EAST ALONG THE AFOREMENTIONED SOUTHERLY LINE OF BLOCK 26, A DISTANCE OF 541.85 FEET 70 THE POINT OF BEGINNING. CONTAINING 14.04 ACRES MORE OR LESS f) EXHIBIT A. LETTER OF AUTHORIZATION Wade Olszewski, P.E. of CPH Engineers, Inc. Equity One Atlantic \#IJage, Inc. Application # TREE V l A/V /w, is hereby authorized to act on �alfof the owner(s) of those lands described within the attached aplffcat'Lon, arvd as described in the attached deed or other such proof of ownership as may be required bye C' of antic Beach in applying for a development permit. BY: Sig -natu reJ Own dr Printed Name t550 SNE til iat vii 6X, -t ✓d CY :5 �Y Mailing Address N • �la Y�� C3cctC� I--L- y --L- f �"1�-12 3os 5 2� oZ23 1GGl� o-��,t�k�2� e �-{�2 • v� etc' Phoner Ce Emal Signature of Owner Printed Name Mailing Address Phone Cell Email Signed and sworn before me on thiA 4' day of d e G 16cvn C k6qu t4-Ie- Identification verified: Oath sworn: �eita�aaY�?�,a ITY No Notary Signature My Commission expires: • F per( K Z0I by State of Florida County of Duval EXHIBIT A_Letter of Authorization_versionoi. m. og City of Atlantic Beach Building Department r ` 800 Seminole Road '�ys E ;� Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 •Fax (904 247-5C 0 9 2011 Uiil9r E-mail: building-dept@coab.us City web -site: http://www.coab.us nV, Property Address: 0/��fi Cr✓c) Applicant - 2V Project: ®%� 4 7' APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: NNE p _ Date; D ent review required Yes- --Nh B' annin g & ZcMg Tre nistrator Public Utilitiae Public Safety Fire Services Review fee $ __t4-" Dept Signature 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: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: Second Review: ❑Approved as revised. ❑Denied. DMIN. P WORKS Comments 0TREE LIC UTILITI -c PUBLIC SAFE Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. FIRE SERVICES Comments: SCAR, Reviewed by: Date: Revised 05114/09 APPLICANT CPH ENGINEERS i t 0 i PROJECT LOCATION 985 ATLANTIC BOULEVARD (ATLANTIC VILLAGE SHOPPING CENTER) City of Atlantic Beach CONTRACTOR/OWNERCPH ENGINEERS EQUITY ONE 800 Seminole Road Atlantic Beach, FL 32233 r NEW SINGLE-FAMILY SIGN PERMIT C'ANNE'O(F) 904.247.5826 904 247.5845 F_ NEW TWO- OR MULTI -FAMILY FENCE OR POOL PERMIT0ate: www.coab.us REMODEL OR ADDITION LANDSCAPE PLAN F_ W NEW COMMERCIAL [X' OTHER PRELIMINARY PARKING REV Application Number Application NOTES: EXISTING PARKING FOR ATLANTIC VILLAGE SHOPPING CENTER HAS 544 SPACES, MAJORITY ARE ANGLED; INTENT IS TO RE -ALIGN LOT WITH 90° SPACES, IMPROVE TRAFFIC FLOW, UPGRADE LANDSCAPING. PROPOSED INCREASE IN OVERALL NUMBER OF SPACES TO 587, BUT WITH REDUCTION OF ADA SPACES FROM 11 TO 9 (DEFER TO BUILDING OFFICIAL RE: ADA REQUIREMENTS); PROPOSED TREE REMOVALS / RELOCATIONS / NEW LANDSCAPING IS SUFFICIENT. COMPLIES WITH: COMPREHENSIVE PLAN DESIGNATION? [ YES NO CM ZONING DISTRICT DESIGNATION? FX_ YES �' NO CG REQUIRED SETBACKS? r YES r— NO N/A MAXIMUM HEIGHT? r YES r— NO N/A MAXIMUM IMPERVIOUS AREA? rYES r— NO NO CHANGES REQUIRED PARKING? [x— YES NO 413 CALC REQ # SPACES SIGN PERMIT CHECKLIST F FREESTANDING HEIGHT OF SIGN DIMENSIONS SQUARE FOOTAGE ILLUMINATION DISTANCE FROM PROPERTY LINE(S) F FASCIA (WALL) NUMBER OF SIGNS ILLUMINATION METHOD OF MOUNTING OTHER LANDSCAPE PLAN REQUIRED r YES F; NO REVIEWED BY: ERIKA HALL, PRINCIPAL PLANNER DATE REVIEWED 12/12/2011 COMMENTS PROVIDED TO APPLICANT: F_ YES FX NO DATE PROVIDED APPLICATION APPROVED R YES f— NO DATE APPROVED12/12/2011 ® ®e City of Atlantic Beach �- Building Department ` 800 Seminole Road r Atlantic Beach, Florida 32233-544 - Phone (904) 247-5826 • Fax (904) 247-584 E-mail: building-dept@coab,us City web -site: http://www.coab.us y,�r Property Address: �� /'✓� C%�� Applicant: !� Project: l_`> Z_ 7 APPLICATION NUMBER (To be assigned by the Building De artment.) e/- 5 �I Date routed: CKING FOR e: Q_spartRent review required Yes No B' annin & Z g Tre nistrator Public Utili ' Public Safety Fire Services Review fee $ a Dept Signature /tT- Other Agency Review or Permit Required Review or Receipt pate 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: APPI ICATInN STATUS Reviewing Department First Review: #Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: r Date: TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Third Review: DApproved as revised. ❑Denied. FIRE SERVICES Comments: Reviewed by: Date: Revised 05/14/09 DEC O8 2011 Letter of Transmittal Date: December 7, 2011 To: Erika Hall Principal Planner City of Atlantic Beach qg� 800 Seminole Road Atlantic Beach, FL 32 Re:(,Afflilan ' ge Shopping Center — Parking Lot Modifications tlantic Blvd., Atlantic Beach, FL roject No. E6104 5200 Belfort Road Suite 220 Jacksonville, Florida 32256 Phone: 904.332.0999 Fax: 904.332.0997 www.cphengineers.com SCANNED Date WE ARE SENDING YOU THE ATTACHED ITEMS VIA: FEDEX Priority Standard _ 2"d Day _ Hand Delivery X Courier USPS Other NO. OF COPIES DESCRIPTION 1 Tree & Vegetation Removal Permit Application 4 Signed and Sealed Construction Plans THESE ITEMS ARE TRANSMITTED AS INDICATED BELOW: =For Your Use X For Review and Comment As Requested For Signature and Return Erika, The attached plans show the proposed modifications to add landscape islands and more efficient parking to the existing shopping center for the new L.A. Fitness. The entire parking lot will be milled and overlaid with only slight adjustments proposed to existing grades in some areas to fix some ponding. Most of the existing trees will be reused onsite. The sycamores along Atlantic are being removed due to the conflict with existing powerlines. We have included a Tree Inventory plan in lieu of the application exhibits. Please do not hesitate to contact me at 904.332.0999 or a you have any questions or need any additional informati SIGNED: <4f 0t closures are not as noted, kindly notify us at once. / Associate if DATE: 12/12/11 PLAN REVIEW CORRECTIONS REPORT CITY OF ATLANTIC BEACH PAGE 1 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 ------------------------------------------------------------------------------- APPLICATION NBR 11-00001115 ADDRESS 985 ATLANTIC BLVD APPLICATION DATE 12/09/11 APPLICATION TYPE CIVIL AND SITE PLAN REVIEW -------------------------------------------------------------------------- OWNER . . . . . . . IN, PUBLIX SUPERMARKET �C4 STORE NO. 0254 Oa$ ' V�FD P.O. BOX 407 C *ERROR* --------------------------- GENCY NAME: BUILDING DEPT. 338 DATE ACTION ACTION BY ----------------------------------------------------------------------------- 2/12/11 DISAPPROVED DEBBIE WHITE TOTAL # OF PARKING PROVIDED IS 578 578 X 2% HANDICAPPED = 12 HANDICAPPED SPACES REQUIRED ONLY 9 PROVIDED.. City of Atlantic Beach J ; Building Department ,■- ' 800 Seminole Road Atlantic Beach, Florida 32233-5445 J Phone (904) 247-5826 - Fax (904) 247-5845 ���,i�r E-mail: building-dept@coab.us City web -site: http:/Iwww.coab.us ert Address: Applicant: Project: Vi Review fee $_ APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: °TRACKI F fr®pY ®RM L De artment review required Yes No ing Plan in & Zonin ministrator ubli tilities Public Safety 5. Fire Services Dept Signature Review or Receipt Date Other Agency Review or Permit Required 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: Reviewing Department (Cir one.) BUILDING �LANNING & ZO TREE ADMIN. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Revised 05/14/09 APPLICATION STATUS First Review: Approved. ❑Denied. -- y Comments �A-',' I ' i 5 Reviewed by: ✓1t ` /� Date: Second Review:Approved as revised. DDDenied' Comments: v y: Third Review: ❑Approved as revised. ❑Denied. Comments: '/OA..- Reviewed by: RM Date: APPLICANT CPH ENGINEERS PROJECT LOCATION 985 ATLANTIC BOULEVARD (ATLANTIC VILLAGE SHOPPING CENTER) City of Atlantic Beach CONTRACTOR/OWNERCPH ENGINEERS I EQUITY ONE 800 Seminole Road Atlantic Beach, FL 32233 F_ NEW SINGLE-FAMILY r SIGN PERMIT N (P) 904.247.5826 F_ NEW TWO- OR MULTI -FAMILY r FENCE OR POOL I `® (F) 904.247.5845 www.coab.us F_ REMODEL OR ADDITION r LANDSCAPE PLAN F_ NEW COMMERCIAL r OTHER PRELIMINARY PARKING REV VPR-11-00001115 Application Number NOTES: EXISTING PARKING FOR ATLANTIC VILLAGE SHOPPING CENTER HAS 544 SPACES, MAJORITY ARE ANGLED; INTENT IS TO RE -ALIGN LOT WITH 90° SPACES, IMPROVE TRAFFIC FLOW, UPGRADE LANDSCAPING. REVISED PROPOSAL INCR IN OVERALL NUMBER OF SPACES TO 586, W/ INCR IN ADA SPACES FROM 11 TO 12; PROP'D TREE REMOVALS / RELOCATIONS / NEW NEW LANDSCAPING IS SUFFICIENT. [REF: DRTV-11-00100067] COMPLIES WITH: COMPREHENSIVE PLAN DESIGNATION? r YES r NO CM ZONING DISTRICT DESIGNATION? r; YES r NO CG REQUIRED SETBACKS? r, YES r NO N/A MAXIMUM HEIGHT? r YES r NO N/A MAXIMUM IMPERVIOUS AREA? r YES r NO NO CHANGES REQUIRED PARKING? r YES r NO 413 CALC REQ # SPACES SIGN PERMIT CHECKLIST FREESTANDING HEIGHT OF SIGN ILLUMINATION F FASCIA (WALL) NUMBER OF SIGNS ILLUMINATION OTHER NOT APPLICABLE FOR THIS APPLICATION .ANDSCAPE PLAN REQUIRED r YES r NO DIMENSIONS SQUARE FOOTAGE DISTANCE FROM PROPERTY LINE(S) METHOD OF MOUNTING ;.* REVIEWED BY: ERIKA HALL, PRINCIPAL PLANNER DATE REVIEWED 01/04/2012 COMMENTS PROVIDED TO APPLICANT: r YES r NO APPLICATION APPROVED r YES r NO N DATE PROVIDED DATE APPROVED01/04/2012 PROVIDE HOSE BIBB WITH VACUUM BREAKER IN EQUIPMENT ROOM SLOPE EQUIPMENT ROOM FLOOR TO FLOOR DRAIN TM PROVIDE HOSE BIBB WITH VACUUM BREAKER UNDER SINK PROVIDE HOSE 8188 WITH IN MEN'S RESTROOM VACUUM BREAKER UNDER SINK IN WOMEN'S RESTROOM Ole n h MINIMUM ❑ 4'-0" BEHIND HANDRAIL PROVIDE RECESSED WALL HYDRANT WITH VACUUM BREAKER SAFETY EQUIPMENT SLEEVE FOR ELKHORN MP -400 MODEL# 28500 MINIMUM 10" FROM WATER'S EDGE, MINIMUM 4' OF DECK BEHIND MOUNT, SLEEVE TO BE BONDED .r. MIA ■_IIIIIIIIIIIt �4-' SHOWERS Ism .. • An m1 ®� uuR" �u�—u■ N/A SIE 22' X 75' AREA 103 S.F. DEPTH S-6" TD 4'-6" TO 3'-6' VOWYE 5%355 C%4LONS PERIw M 20 IF TURNOVER 4.20 HOURS FLOW RATE 200 GPY BATING LOAD 40 WCDrn Z n C :D r • - C/D � lull z � C �O ' ` u O O � t'7 1- �0 ■Ir1•��r■�I�r■��t-7�1 �i �7��r■��r■��■�1■��I iii 1■ o 5'-0" .t 4" WIDE SUP RESISTANT LAP LANE TILE Lju 4" WIDE SUP RESISTANT LAP LANE TILE POOL PLAN LAMP L,0RE '- DECK DRAIN SLOPE FIRST 4 FEET OF POOL DECK 2% TO 4% AWAY FROM POOL OR TOWARD DECK DRAINS AS PER HEALTH DEPARTMENT CODE REAR SCALE: 1/8" = 1'-0" LEFT RIGHT NN FRONT FLOATING ROPE LINES ASSOCIATED WITH LAP LANES MUST NOT OBSTRUCT THE ENTRANCE OR EXIT FROM THE POOL AND ARE PROHIBITED WHEN THE POOL IS OPEN FOR GENERAL USE 0 rt t� 0 rt i~ i 0 I LAP LANE DETAIL SCALE: 1 /8" = 1'-0" POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA ELKHORN MP -400, MODEL X28500 BY SPECTRUM POOL PRODUCTS, HATH ANCHOR (NON -ELECTRICAL LIFT) POOL DATA UNITS SERVED N/A SIE 22' X 75' AREA 103 S.F. DEPTH S-6" TD 4'-6" TO 3'-6' VOWYE 5%355 C%4LONS PERIw M 20 IF TURNOVER 4.20 HOURS FLOW RATE 200 GPY BATING LOAD 40 I� 7' -6 - SUP RESISTANT TILE DEPTH MARKER AND NO DIVING SYMBOL (TYP) WITHIN 2 FEET OF WATERS EDGE. SEE DETAIL MAXIMUM SPACING 25' (TYPICAL OF 11) n -4c m SAFETY EQUIPMENT PROVIDE RECESSED WALL HYDRANT WITH VAIJUM BREAKER GRAB RAILS (TYPICAL OF 3 SETS) MINIMUM 4' BEHIND GRAB RAILS "T" BAR AT END OF EACH LAP LANE TO BE 18" LONG, LAP LANE MARKINGS ARE 4" WIDE SUP RESISTANT TILE POOL HYDRAULIC DATA PIPE FLOW RATE VELOCITY r RETURNS 200 G P.Y. 504 F.P.S. C MAIN DRAIN 200 GP•11. 2.22 F.P.S. C GUM UNE 200 G.P.Y. L22 F.P.S. 200 11111 / 14 RERMS 14.3 GALLONS EACH RETURN _ r VENTILATION PROVIDED BY EXHAUST FAN: IN MECHANICAL DUCT46 POOL EQU!PMENT PROVIDE HOSE BIBS WITR R VACUUM BREAKER IM , EQUIPMENT ROOM POOL vac. SPA HEATER PUMP 12" X 26' RECIRC, PUMP FRESH AIR POOL HEATERS3'-0" X 3'-0" MECHANICAL DUCT TO SPA FILTERS / \ rPOoL SPOOL FILTER �T^ eV TNTHIM%r 01 AfU%H MA FAN CEILING NOTES: 1. PROVIDE EXHAUST FAN IN EQUIPMENT ROOM AS SHOWN (SEPARATE FROM HEATER SYSTEM). 2• FLOOR SHALL BE NON-ABSORBENT, SUP RESISTANT AND SLOPED TOWARD DRAIN. 3. COLLECTOR TANK TO BE LOCATED INSIDE EQUIPMENT ROOM. 4. ALL PIPING EXPOSED TO SUN SHALL BE PAINTED TO PROTECT IT FROM U•V. RAYS. 5. EQUIPMENT TO BE INSTALLED IN NEW EQUIPMENT ROOM WITH LOCKABLE DOOR MINIMUM 3' WIDE X 6' TALL WITH 7' HIGH CEILING AND ADEQUATE VENTILATION (1 VENT WITH MOTORIZED FAN AS SHOWN) 6. 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED AT EQUIPMENT LOCATION. 7. CHEMICALS SHALL BE STORED IN A COOL DRY AND WELL VENTILATED AREA UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. CHEMICALS WHICH EMIT CORROSIVE FUMES SHALL NOT BE STORED IN THE EQUIPMENT ROOM. 8. EXHAUST AIR DUCT FROM 6" ABOVE FLOOR THROUGH ROOF. 9. COMBUSTION AIR DUCTS. ONE FROM 6" ABOVE FLOOR THROUGH ROOF, OTHER 12" BELOW CEILING THROUGH ROOF. 10. EXHAUST AIR DUCT AND COMBUSTION AIR DUCTS TO BE AT OPPOSITE ENDS OF THE ROOM. RESTROOM NOTES: 1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SUP RESISTANT FINISH. 2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL -FLOOR INTERSECTIONS COVED FOR CLEANING. 3. CARPET. DUCKBOARDS, OR OTHER SIMILAR FLOOR COVERINGS ARE PROHIBITED. 4 INTERIOR PARTITIONS SHALL RE PLACED ON A CONTINUOUS 4" HIGH CONCRETE BASE. 5, ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX. 6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN SANITARY MANNER AND BE SUPPLIED WITH SOAP, PAPER TOWELS, TOILET PAPER, AND OTHER ITEMS ASSOCIATED WITH SANITARY FACILITIES. 7. EACH RESTROOM SHALL HAVE A HOSE BIBB, WITH VACUUM BREAKER. 8. SIGNS SHALL BE POSTED IN MINIMUM 1" HIGH LETTERS LEGIBLE FROM ALL PORTIONS OF THE POOL DECK SHOWING DIRECTION TO SANITARY FACILITIES. 9, ALL FENCING AROUND POOL FACILITY SHALL MEET LOCAL CODE REQUIREMENTS. 10. WALKWAYS BETWEEN THE POrt AND SANITARY FACILITIES SHALL BE CONCRETE WITH A NON -SUP FINISH FOR THE FIRST 15' FROM WATERS EDGE. 11. THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN 12 FEET OF THE POOL WATERS EDGE. ■ THIS PROJECT I 3' X 6' DOOR LEAVE 3'-O" CLEAR SPACE IN FRONT OF ELECTRICAL PANELS 3' X 6' DOOR EQUIPMENT LAYOUT MUST EQUIPMENT FOLLOW NECSPAC ACCESS ROOM LAYOUT AND WORKING SPACE IN EQUIPMENT AREAS SCALE: 3/8" = 1'-0" POLE DIMENSIONS/LOCATIONS TO BE FIELD VERIFIED TO CLEAR EGRESS PATH HANDICAP POOL LIFT N_T_S_ 22171 WATERS ;DRW,F, BOCA RATON, FL 33428 (561�41 1WR � (561) 470-0890 G :* - h r -a- • m, Y O \� LICENSE #47546 REVIEWEDFOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. REVIEWED BY: DATE:Z' FILE COPY W J H F F W W cn z >o W Cnrn J m Q w� uiUL W co co W N 7t o i O 0 N O O Q � Z o Q WCDrn Z n Za� :D C/D /r, vn vJ z � C �O ' ` u O O � t'7 1- �0 (D W �J C 0 o N�-71- -7 U ON DLL 0p _ U � LuQ Z m W J H F F W W cn z >o W Cnrn J m Q w� uiUL W co co W U Z U7 0 o Q � Z o Q WCDrn Z n Za� :D C/D /r, vn vJ z � L1..� co zo co co J O � t'7 1- �0 (D W �J C 0 o z W J J � .�. d Q U W J H F F W W cn z >o W Cnrn J m Q w� uiUL W co co W U U7 LLJ o � U o Q Z Lu Q W J N o Q J @) 0 co 1- Cc co'' Q� W Wto W J J .. vV 17 (� Rp DLL 0p _ U � LuQ Z m 0 Q 1- < Z QT� J CD QT W Q z U W 0 a W J H F F W W cn z >o W Cnrn J m Q w� uiUL W co co W U7 o � o Q Lu W z N o J 1- Q W W OL U POOL 0 o � o Lu _ z N o 0 1- Q W OL U POOL 0 NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK WEDGE HANDICAPPED LIFT ANCHOR ANCHOR W/ GROUNDING SLAB WIRE SCREW MESH _:_ _l \ \ #8 SOLID COPPER WIRE JUNCTION BOX \ - APPROVED CONNECTOR POOL STEEL MAT LIGHT NICHE S/S LADDER AND/OR HANDRAIL / � BONDING DETAIL 1 - `- GUTTER DRAIN MAXIMUM 1O' IN COVER IS DESIGNED TO SPACING (TYPICAL OF 25) NOTE: EACH MAIN DRA CARRY 100% OF THE RECIRCULATION FLOW. PIPING PLAN SCALE: 1/8' = 1'-0" POOL EQUIPMENT SCHEDULE DATA QTY ITEM MANUFACTURER MODEL NO: DESCRIPTION 1 RECIRCULATION PUMP — SELF PRIMING — 5HP PENTAIR EQ -500 200 GPM AT 70' TDH; W/HAIR AND LINT STRAINER 1 COLLECTOR TANK VAK PAK CT 200 MINIMUM 200 GALLONS SEE DETAILS 2 FILTER ASTRAL 27803 HIGH RATE SAND, 6.84 SQUARE FEET EACH 2 STRAINER 11�- : [ _ ' .; fi. is 60 DIAMETER INTEGRAL WITH PUMPS 2 GAUGES ASTRAL :r 2-1/2" DIAMETER FACE (0-60 PSI) 1 FLOWMETER BLUEWHITE CF30400P 125-500 GPM 2 VACUUM FITTING WITH SPRING LOADED SAFETY COVER HAYWARD SP -1022 . ". 1 TEST KIT TAYLOR 2005 ...J , 14 1-1/2" INLET FITTING (DIRECT. ADJUSTABLE) HAYWARD SP -1419D 9.9 25 GUTTER DRAINS PUREX TRITON 54-2037 1 STATIC FITTING HAYWARD SP -1026 2 12" X 12" MAIN DRAIN, FRAME AND GRATE LAWSON MLD—SG-1212 VGBA APPROVED COVER (81.3 SQ. IN. OPEN AREA) 6 LIGHT NICHE AMERICAN P. 782105 6 LIGHT 12V 30OW WITH LOW WATER CUTOFF AMERICAN P. 6 GRAB RAILS S.R. SMITH MINIMUM 28" IN HEIGHT 1 STAINLESS STEEL HANDRAIL S.R. SMITH .. '. STAINLESS STEEL FLAT TOP (SEE PLAN) 2 POOL HEATERS LOCHINVAR ERN 302 300,000 BTU 2 1 FEEDER I I STENNER 45M5 50 GPD 6 TRANSFORMERS — 12 VOLT AMERICAN P. , 300 WATT � .... �. 1 VACUUM PUMP — SELF PRIMING PENTAIR WFK-4 1 HP; WITH HAIR AND LINT STRAINER MIN. 2II X 2I 1 12 1 to -" A. 7 .,, 150METKIC VIEW ....--...1.\.. 11 �_ M '° C� �.„ \ \u `- t ,.� ,,..: . .. j �. �5111. '111.- N J{`.... k .: 4 `; :`M \\ \ \ Z u Q 11�- : [ _ ' .; fi. is QN > N CYD I G` .. {,� n;�� �' kms, :r d .!,! . ,�, .I _ -t 9- :tea a ;\R ,t '__'O as . ". < 1.\ 1.ti Imo- 1- ! ...J , 3 a : Q 9.9 o 0 9 X. ..... .. ' ' - � '...""'. .� ' :� � 1. � I � I I ­ : I . - I '' .. '. � , , _ : : � % I I S' '��' " 1. . .. � -; , � :` , &., - vtfi � � ,...l."... ' )ry _1 .. I � � ­:: ,: � .... �. ­ � ��.... I - ,{ ., �._-- -1 ... - :: I � ... � _'...1. I .. ..' � "o - -, � I I I I I I . I I I I I I � � I " I � I . I I I " � I I " � �' ., . � I I � � . . I . � � � � I . � � � I � I I � , I .:��: . � � % I . I I I . 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". < ; �, ....--...1.\.. 11 �_ M :;, }} o i ' � A m m —_--� r� �= . J J{`.... �,.' t �J g SITE LOCATION MAP 1" FILTER TANK DRAIN (2) ASTRAL HIGH RATE SAND FILTERS. #27803. 6.64 SF. 136.8 GPM MAX. FLOW EACH -_ 11111 N - ���W`4A 2" TO WASTE LINE THROUGH 3m AIR GAP PENTAIR WHISPERFLO WFK-4 VACUUM PUMP WITH AIR AND—1 LINT STRAINER, 1 HP 2" VACUUM LINE RECF_SSFD TFFADS ARE MN. 5" WIDE AND MIN. i C' LONG. c it: III ZI, MODIFIED 5TAINLESS STEEL TO BE TOP GRAB RA!I_� F;r_cFSSeD S EF GRAB RA' L DOE`) DECK NOT EXTEND OVER I IL /I POOL V✓ATER DECK ��'. � -(Y MAX. LIO _} � - 'WATER LEVEL �'I _ _ r� hA hl CA � iL - tS)_�I1 5 ti'dPJ. N�1 I' C I �Ax. i011 'M. N Q 2 i_n_ n%'.Ax. C r- it M I FOOL Vv ALL FRONT VIEW 51DF VIEW RECE55ED TREAD AND GRAB RAIL DETAIL PENTAIR EQ -500 RECIRCULATION PUMP WITH AIR AND LINT STRAINER, 5 HP, 200 GPM O 60' TDH CONIC DECK W/ SLIP RESISTANT TOPPING APPROVED CONNECTORS, CLAMPS ON COMPACTED FILL WITH OR WELDING AT ALL JOINTS. ALL ORGANIC MATERIALS REMOVED ( BY OTHERS) INSIDE POOL WALL SLOPE NJ I —x —x—x x— w If �I a c) x� p zUp pz . \ I -7 ¢m MIN. # 2 (NON RIDGED) CORROSION RESISTANT @a 12" O.C. EACH WAY (MAX. 16" O.C. EACH WAY) TOP SIDE BONDING DETAIL N.T.S. DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) NOTE: MATERIALS USED IN HEATER ARE NON-TOXIC AND ACCEPTABLE FOR POTABLE WATER USE MAX. POOL TEMP TO BE 104 DEG. F. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE SKIMMER SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. POOL EQUIPMENT ISOMETRIC N.T.S. \: ff �`\\ - . \\1 \ . C At \; : ,, - '_ ..: 22171 WATERSIDE DIN%VE fMOG(� RATAN, FL 3.3428 {561) 445-1� �' ,ke 01,470-0890 e , , ®� 4 o i w :�� . . .- I w i»_ . 1.00 . l- q . °•, .° 0,� ° 0 �. 1.>������ �� DAVID 1. F`�ERNfAN, P.E. LICENSE #47646 STENNER 45M5 CHEMICAL FEED PUMPS. 50 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP /--- LABEL / "CHLORINE" sC Oa�o , 1 te,b LOCHINVAR ERN 302 NATURAL GAS POWERED POOL HEATERS, 300,000 BTU EACH (FLUE BY OTHERS) t �i 0 - �Oti ^` \1' �/ V 11 �_ M 9. }} o i ' � A m m —_--� r� 2 J J{`.... �,.' Q a ^^ _-� u Q ;» f..Q� I QN > N CYD s. ,e: a` lam- c v 6 e <�' d ` ' r -t 9- —{. a ;\R lu '__'O as . ". < ; �, Imo- 1- _ ...J , 4\ a : Q 9.9 o 0 9 SITE LOCATION MAP 1" FILTER TANK DRAIN (2) ASTRAL HIGH RATE SAND FILTERS. #27803. 6.64 SF. 136.8 GPM MAX. FLOW EACH -_ 11111 N - ���W`4A 2" TO WASTE LINE THROUGH 3m AIR GAP PENTAIR WHISPERFLO WFK-4 VACUUM PUMP WITH AIR AND—1 LINT STRAINER, 1 HP 2" VACUUM LINE RECF_SSFD TFFADS ARE MN. 5" WIDE AND MIN. i C' LONG. c it: III ZI, MODIFIED 5TAINLESS STEEL TO BE TOP GRAB RA!I_� F;r_cFSSeD S EF GRAB RA' L DOE`) DECK NOT EXTEND OVER I IL /I POOL V✓ATER DECK ��'. � -(Y MAX. LIO _} � - 'WATER LEVEL �'I _ _ r� hA hl CA � iL - tS)_�I1 5 ti'dPJ. N�1 I' C I �Ax. i011 'M. N Q 2 i_n_ n%'.Ax. C r- it M I FOOL Vv ALL FRONT VIEW 51DF VIEW RECE55ED TREAD AND GRAB RAIL DETAIL PENTAIR EQ -500 RECIRCULATION PUMP WITH AIR AND LINT STRAINER, 5 HP, 200 GPM O 60' TDH CONIC DECK W/ SLIP RESISTANT TOPPING APPROVED CONNECTORS, CLAMPS ON COMPACTED FILL WITH OR WELDING AT ALL JOINTS. ALL ORGANIC MATERIALS REMOVED ( BY OTHERS) INSIDE POOL WALL SLOPE NJ I —x —x—x x— w If �I a c) x� p zUp pz . \ I -7 ¢m MIN. # 2 (NON RIDGED) CORROSION RESISTANT @a 12" O.C. EACH WAY (MAX. 16" O.C. EACH WAY) TOP SIDE BONDING DETAIL N.T.S. DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) NOTE: MATERIALS USED IN HEATER ARE NON-TOXIC AND ACCEPTABLE FOR POTABLE WATER USE MAX. POOL TEMP TO BE 104 DEG. F. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE SKIMMER SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. POOL EQUIPMENT ISOMETRIC N.T.S. \: ff �`\\ - . \\1 \ . C At \; : ,, - '_ ..: 22171 WATERSIDE DIN%VE fMOG(� RATAN, FL 3.3428 {561) 445-1� �' ,ke 01,470-0890 e , , ®� 4 o i w :�� . . .- I w i»_ . 1.00 . l- q . °•, .° 0,� ° 0 �. 1.>������ �� DAVID 1. F`�ERNfAN, P.E. LICENSE #47646 STENNER 45M5 CHEMICAL FEED PUMPS. 50 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP /--- LABEL / "CHLORINE" sC Oa�o , 1 te,b LOCHINVAR ERN 302 NATURAL GAS POWERED POOL HEATERS, 300,000 BTU EACH (FLUE BY OTHERS) t �i 0 - �Oti ^` \1' �/ V 11 � , 0 >-C) --1 o �N 00 m m —_--� U M c.,cN J 1) I I Q a ^^ _-� u Q �o � c') QN > N CYD a 7� lam- c v 6 N_It4 d s o o -t 9- 1% ,-- Q lu '__'O as o J I J 1 Z O 1 Z Wa) F- o Z= _ U) CIS (1) Wu LLJU') Z00co o o � � � < ami C'3 LL � 0 cd z O C F < Lr)CZ z—� t < w U = 11 U N Q LTJ m m U F_ Z m Q Q a � F—' Q �o � c') QN > N CYD Lu W -J J PRJI LJ 0 LL M= o M U U Q Zm Q o < Imo- 1- i G <t < TJ = O T w a z U Lu 0 a - z > a w M J m a, QIr z < � J W IL w 11 N z m m Q a � Lu z 0 N ,I— o Q W rr Q I Lu w = CL Q o 0 d 11 N z m Q U � z 0 N ,I— o Q W rr Q I w = CL Q o 0 FROM BUILDING POWER LIGHT do W.P.G.F.I. RECEPT. AUX. CONTACTS FEED POOL CHEMICAL PUMPS POOL RECIRC, PUMP 120V CHEMICAL FEED PUMPS (20A CKT DED) STARTER DISCONNECT NOTE: POOL CHEMICAL FEED PUMPS MUST LOSE POWER (5 HP) WHEN POOL RECIRCULATIONPUMP LOSES POWER. 3 #8'S 1"C POOL RECIRCULATION PUMP SEE NOTE 2 VACUUM PUMP 3 #12'S 1/2"C 2 DISCONNECTVACUUM PUMP -POOL LIGHT SWITCH (61 POOL LIGHT JUNCTION BOXES TO SERVICE 12 MINIMUM ABOVE COPING PANEL (6) 12 VOLT PANEL TRANSFORMER ® (6) 300 WATT POOL LIGHTS 4X ( 300 WATT) ® W/ LOW WATER CUT-OFF ® DEVICE MIN. 18 BELOW CONTACTS FEED SPA CHEMICAL PUMPS POOL WATER UNE. \AAUX SPA RECIRC, PUMP 120V CHEMICAL FEED PUMPS (20A CKT DED) DISCONNECT m WNHEN SPAARE4aR ULAn�PUMPPLOWS POWWEER.P®� 1 3 #12'S 1/2"C SPA RECIRCULATION PUMP SEE NOTE 1 P. 15 MINUTE TIMER SWITCH THERAPY PUMP 3 #12'S 112"C SPA THERAPY PUMP DISCONNECT EMERGENCY SPA SHUT-OFF SWITCH SPA LIGHT JUNCTION BOX SPA LIGHT SWITCH 12" MINIMUM ABOVE COPING 12 VOLT TRANSFORMER ( 100 WATT ) 1-100 WATT SPA LIGHT W1 LOW WATER CUT-OFF DEVICE MIN. 18" BELOW WATER LINE. NOTES: 1. SPA STARTER AND THERAPY STARTER MOUNTED IN 4X OR PVC ENCLOSURE. SPA RECIRCULATION PUMP INTERLOCKED WITH SPA CHEMICAL FEED PUMPS 2. VACUUM PUMP STARTER LOCATION IF NEEDED TO TURN ON/OFF PUMP 3. IN POOL AND SPA AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ X18 WIRE 4. POOL AND SPA PUMPS TO BE FED THROUGH GFCI CIRCUIT BREAKERS. ELECTRICAL DIAGRAM NOTE: ALL ELECTRICAL SHALL CONFORM WITH NEC ART. 680 POOLISPA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS N.T.S. SEE POOL BEA FOR STRUCTUI (2) - 4" X 4" MAX. 2' GLAZED TILE 4"x4" DEPTH MARKERS DECK, NON -SLIP, IMPERVIOUS DEPTH MARKER LOCATION & NO DIVING;>YMBOLS SLOPE 2 - 4 PERCENT AWAY NON-SKID FILE WITHIN 2' FROM POOL. OF POOL WATER EDGE N WATER LEVEL (6)#4 BARS CONT. IN BEAM GLAZED MIN. 2" TILE #7 REBAR ON INSIDE AND OUTSIDE OF GUTTER MIN. 4" X 4" OPEN AREA • 2" GUTTER INSIDE FINISHED GUTTER #4 BAR CLEVIS HANGERS GLAZED 4 114"x4 114" TILE 1 1/2" RECIRCULATION LINE LIGHT NICHE DETAI NOT TO SCALE POOL WALL STEEL 3/4" NON-METAUC CONDUIT TO JUNCTION BOX - LIGHT BODY BOND WIRE TO POOL STEEL WA Gt CONTINUOUS X64 BENT AT 12" O.C. POOL BEAM STRUCTURAL DETAII 1-1/2" I.P.S. WEDGE ANCHOR ESCUTCHEON GROUND • � .. � is .1• .. WEDGE ANCHOR DETAIL 12" X 12" X 12" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSON MLD -SG -1212 OR EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AREA 81.3 SQUARE INCHES) (MAXIMUM VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) PVC MAIN DRAIN PIPING TO T< COLLECTOR TANK PERFORATED WELL POINT IN 6 CUBIC YARDS 3/4" CRUSHED ROCK (MINIMUM) AND HYDROSTATIC VALVE 2" MAIN DRAIN DETAIL SCALE: 1/2" NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 100% OF THE RECIRCULATION FLOW. wg 3 j • .+ `0 NOTE: GUTTER DRAINS AND GUTTER SHALL BE LEVEL AROUND POOL, GUTTER PIPING IMPERVIOUS FROM POOL FINISH TANK POOL TO COLLECTOR TANK OR FILTER SHALL HAVE CONTINUOUS SLOPE. LIGHT IN COLOR GUTTER LIP SHALL HAVE A + OR -118" TO'_ERANCE FROM LEVEL POOL BEAM SECTION a L LIGHT NICHE DETAI NOT TO SCALE POOL WALL STEEL 3/4" NON-METAUC CONDUIT TO JUNCTION BOX - LIGHT BODY BOND WIRE TO POOL STEEL WA Gt CONTINUOUS X64 BENT AT 12" O.C. POOL BEAM STRUCTURAL DETAII 1-1/2" I.P.S. WEDGE ANCHOR ESCUTCHEON GROUND • � .. � is .1• .. WEDGE ANCHOR DETAIL 12" X 12" X 12" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSON MLD -SG -1212 OR EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AREA 81.3 SQUARE INCHES) (MAXIMUM VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) PVC MAIN DRAIN PIPING TO T< COLLECTOR TANK PERFORATED WELL POINT IN 6 CUBIC YARDS 3/4" CRUSHED ROCK (MINIMUM) AND HYDROSTATIC VALVE 2" MAIN DRAIN DETAIL SCALE: 1/2" NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 100% OF THE RECIRCULATION FLOW. wg 3 j • .+ `0 z . m Q IL �- 1.5" RETURN PIPE FROM FILTER RETURN LINE - SEE PLAN DIRECTIONALLY ADJUSTABLE FILTER RETURN JET ADaPfER RETURN DETAIL NOT TO SCALE 1' :10' MAX. SLOPE TOWARDS MAIN DRAIN ACTUAL SLOPE IS V: 37'-6" LONGITUDINAL POOL SECTION N.T.S. NOTE ALL DEPTH MARKERS AND NO DIVING" SIGNS SHALL BE SLIP RESISTANT TILE ON HORIZONTAL SURFACES AND GLAZED TILE ON VERTICAL SURFACES. DEPTH MARKER AND NO DIVING SYMBOL ON TOP OF DECK. 1�Tj�7 /-- FRONT OF POOL COPING f--- OPEN AREA OF GUTTER 4fFT 1 6 I N WATER LINE DEPTH' MARKER NOTE; PERMANENT TILE DEPTH MARKERS FOLLOWED BY THE APPROPRIATE ABBREVIATED WORDS "FT" OR "IN' SHALL BE INSTALLED IN MINIMUM 4" INCH HIGH NUMBERS AND LETTERS ON A CONTRASTING BACKGROUND. DEPTH MARKERS SHALL INDICATE THE ACTUAL PtKL DEPTH WITHIN THREE INCHES AT NORMAL OPERATING WATER LEVEL WHEN MEASURED THREE FEET FROM POOL WALL. LOCATE MARKERS ON THE POOL INSIDE VERTICAL WALL AT TI•IE WATER LEVEL AND ON TOP OF THE POOL DECK AT LOCATIONS MOWN 6" PERIMETER OVERFLOW NOT TO SCALE NOT TO SCALE 40" "A» PLAN MIN. 3" AIR GAP SHUT-OFF VALVE st - 6" PERIMETER 04 OVERFLOW - 6" MAIN d' DRAIN I i I 6" TANK SUCTION LINE 7L 9" 6" TANK SUCTION LINE ELEVATION "A" ELEVATION "B" 200 GALLON CAPACITY ON POOL DECK SHALL BE "NO DIVING" IN 4 INCH LETTERS MARV" rLAM KERS NOT TEXCEED KED DISTANCE FROM POOL FLOOR TO EDGE GUTTER 15 3'-9" AT DEEPEST POINT OF STEPS 25'-0" SPACING. INTERNATIONAL RED NO DIVING SYMBOL MAY BE USED IN PLACE OF DISTANCE FROM EDGE OF GUTTER TO TOP OF WORDS NO DIVING" NO DIVING SYMBOL SHALL BE MINIMUM 4" ON A 6" SUP RESISTANT DECK IS 8". TOTAL RISER HEIGHT= 53" USE FIVE 9" RISERS PLUS BOTTOM STEP RISER DEPTH BOTTOM STEP RISER HEIGHT VARIES FROM 5" TO B" 1 10" 1 10" , 10" , 10" . 10" MARKERDETAIL NOTE SLOPE ALL NOT TO SCALE TREADS 114" v .4 A 4 !T .4 6 4.4 I . v 4 v 4 VACUUM PIPE WITH SPRING LOADED SAFETY COVER ADAPTER VACUUM LINE DETAIL NOT TO SCALE 0) to X J � o 0- W b w b L.L� INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM TO WITHIN 1/2" IN WIDTH AND HEIGHT CONC. GENERAL NOTES , . ate. U 1. _CONCRETE FOR POOL SHALL BE 4000 PSI. 28 DAY COMPRESSIVE STRENGTH. 2. CONCRETE FOR POOL DECK SHALL BE MINIMUM 3000 PSI. , 3. ALL POOL AND DECK- CONSTRUCTION SHALL COMPLY WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. p 4. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 60. p 5. THE POOL AND DECK SHALL BEAR ONLY ON CLEAN SANDS OR ROCK. ALL ORGANIC SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR CA IN ENTIRETY AND BACK FILLED WITH ROCK 1500 PSF BEARING CAPACITY IS REQUIRED. Q Q. A S. OWNER AND CONTRACTOR SHALL VERIFY POOL LAYOUT AND ALL DIMENSIONS. NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. 7. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. 8. NO OVERHEAD WIRING WITHIN 10 FEET HORIZONTAL OF POOL WALL OR DECK APPURTENANCES. r� 9. ELECTRICAL EQUIPMENT, WIRING, AND INSTALLATION SHALL CONFORM WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION AND SHALL COMPLY WITH APPLICABLE LOCAL CODES. 10. THE HEIGHT OF RAILING ON THE LADDER ABOVE DECK SHALL BE PER a MANUFACTURERS SPECIFICATIONS, (3 RUNG TYPE) 11. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE 80 WHERE REQUIRED BY LOCAL CODE) AND BE IMPRINTED WITH THE MANUFACTURERS NAME AND THE NSF -PW LOGO. (COLLAPSE RATINGS SHALL BE IN EXCESS OF THE EXTERNAL PRESSURES ON THE a INSTALLED PIPE) 90 DEGREE FITTINGS ARE NOT PERMITTED ON SUCTION PIPING to 'o MORE THAN 2.0' BELOW GRADE. PVC PIPE EXPOSED TO SUN LIGHT SHALL BE . COATED FOR U.V. PROTECTION. • w 12. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND 4_' SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR GU) PROPORTIONAL FLOW. +- 13. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. U 14. FLOORS OF SANITARY FACILITIES ARE TO BE CONSTRUCTED OF CONCRETE OR OTHER QQ IMPERVIOUS MATERIAL AND HAVE A SMOOTH SUP RESISTANT SURFACE. A HOSE BIBB WITH A VACUUM BREAKER MUST BE PROVIDED WITHIN EACH FACILITY. (SLOPE FLOOR FOR POSITIVE DRAINAGE TO DRAIN) (TILE MUST BE PRE -APPROVED PRIOR TO INSTALLATION) 15. WALKWAYS BETWEEN THE POOL AND THE SANITARY FACILITIES ARE TO BE CONSTRUCTED OF A NONABSORBENT MATERIAL FOR THE FIRST 15 FEET OF THE WALKWAY AND SHALL HAVE A SLIP RESISTANT FINISH. 16. THE DEPTH AT THE DEEPEST POINT / MAIN DRAIN GRATE SHALL NOT DEVIATE MORE THAN 3" FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT LOCATION. 17. THE POOL SHALL BE LIGHT IN COLOR WITH A SMOOTH, NON TOXIC SUP RESISTANT FINISH. 18. THE UPPER PART OF THE POOL WALLS (FIRST 5 FEET) SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR AT LEAST 2'-6". OVER 5 FEET OF DEPTH WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS 2'-6" AND THE RADIUS JOINING THESE UPPER SECTIONS TO THE FLOOR SHALL NOT EXCEED 2'-6". 19. PROVISIONS SHALL BE MADE FOR THE STORAGE OF CHEMICALS UNDER ROOF AND PROTECT FROM ACCESS BY UNAUTHORIZED PERSONS. 20. MINIMUM 4" HIGH PERMANENT TILE DEPTH MARKING WITH COLOR CONTRASTING TO THE BACKGROUND SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL AND DEEP POINT WITH A MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKINGS OF 25 FEET. LOCATE AT OR ABOVE THE WATER LEVEL ON THE INSIDE WALL OF THE POOL AND AT THE EDGE OF THE DECK WITHIN 2 FEET OF THE POOL WATER (OR ON BACK OF CURB) FT. AND IN. MARKINGS SHALL BE PROVIDED FOR DEPTH MARKINGS AND SHALL BE A MINIMUM OF 4" HIGH. 21. THE FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR FOR THE STORAGE OF OTHER ITEMS TO THE EXTENT THAT THE FILTER ROOM IS IMPAIRED FOR INSPECTION OR OPERATION OF THE FILTER SYSTEM AND SHALL BE UGHTED TO PROVIDE A MINIMUM OF 30 FOOT CANDLES OF ILLUMINATION AT THE FLOOR LEVEL AND SHALL BE PROTECTED FROM ACCESS BY UNAUTHORIZED PERSONS. 22. GROUND ALL ELECTRICAL BOXES, LADDERS, HANDRAILS, LIGHTS, MOTORS, ETC. ASSOCIATED WITH POOL W/ X68 WIRE CONFORMING TO THE NATIONAL ELECTRIC CODE. 23. UFE SAVING EQUIPMENT SHALL CONSIST OF MINIMUM TWO (2) SHEPHERDS HOOKS, TWO (2) ONE PIECE POLES MINIMUM 16' IN LENGTH TWO (2) 18" LIFE RINGS EACH WI ' ROPE. 24. FIRST AID EQUIPMENT SHALL BE AVAILABLE FOR USE IN CONNECTION WITH INJURIES 6" TANK WHICH MAY OCCUR IN THE POOL OR ON THE DECK. SUCTION U 25. POOL RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED NEAR POOL SIDE AND LEGIBLE FROM THE POOL DECK. LETTERING SHALL BE A MINIMUM 1" IN HEIGHT, EXCEPT NO DIVING LETTERS SHALL BE A MINIMUM OF 4" IN HEIGHT AND SHALL CONTAIN THE FOLLOWING: - B 1. NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK. 2. NO GLASS OR ANIMALS IN THE FENCED POOL AREA (OR 50 FEET FROM a UNFENCED POOL). 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD 40 PERSONS. 5. POOL HOURS: OPEN TO CLOSE. - 6. NO DIVING ALLOWED. 7. POOLS WITH HEATERS SHALL HAVE A MAXIMUM TEMPERATURE OF 104 DEGREES FAHRENHEIT. 9. DO NOT -SWALLOW POOL WATER. 10. CHILDREN ARE NOT ALLOWED IN POOL OR POOL RESTROOM AREA 26. CHILDREN ARE NOT ALLOWED IN POOL OR POOL RESTROOM AREA. THUS, DIAPER CHANGING FACIU11ES ARE NOT REQUIRED. 27. FOOT BATHS ARE NOT ALLOWED IN SWIMMING POOL AREA. a SOURCE OF WATER: CITY OF ATLANTIC BEACH 3 1" POTABLE WATER SUPPLY NOTE: EXACT LAYOUT OF POOL EQUIPMENT TO BE DETERMINED IN FIELD AND COORDINATED y 2" TANK WITH PLUMBING EQUIPMENT LOCATED IN POOL OVERFLOW w/ EQUIPMENT ROOM E CHECK VALVE tL COLLECTOR TANK DETAILS STAINLESS STEEL HANDRAIL I- f \1 S %I- WEDGE ANCHOR SLIP RESISTANT FINISH ON TREADS DARK COLORED TILE CONTRASTING WITH INTERIOR COLOR OF THE POOL. MIN. 2" IN WIDTH ON THE TREAD & RISER FOR FULL LENGTH OF STEPS. TILE SHALL BE SLIP RESISTANT IF USED ON TREAD. ( WHEN USING BULLNOSE TILE BOTTOM STEP RISER HIEGHT VARIES FROM 5" TO 8" INSTALL 3/4" TILE ON TREAD AND 2" ON RISER ). BULLNOSE TILE TO BE SLIP RESISTANT. STEP DETAIL NOT TO SCALE N U LO > Q METHOD OF WASTE DISPOSAL: _ J � Lu m� SANITARY SEWER Q > J U W LL a I U) z TOP STEP MIN. z 2' LONG X 10" WIDE Z> U a L d U CO v an rLu I- f \1 S %I- WEDGE ANCHOR SLIP RESISTANT FINISH ON TREADS DARK COLORED TILE CONTRASTING WITH INTERIOR COLOR OF THE POOL. MIN. 2" IN WIDTH ON THE TREAD & RISER FOR FULL LENGTH OF STEPS. TILE SHALL BE SLIP RESISTANT IF USED ON TREAD. ( WHEN USING BULLNOSE TILE BOTTOM STEP RISER HIEGHT VARIES FROM 5" TO 8" INSTALL 3/4" TILE ON TREAD AND 2" ON RISER ). BULLNOSE TILE TO BE SLIP RESISTANT. STEP DETAIL NOT TO SCALE N U LO > Q METHOD OF WASTE DISPOSAL: _ J � Lu m� SANITARY SEWER Q > J U W LL a I AN 80 DECIBEL AUDIBLE ALARM NEAR THE SPA MUST SOUND CONTINUOUSLY UNTIL DEACTIVATED WHEN THE SPA CUTOFF SWITCH IS ACTIVATED. A SIGN MUST BE POSTED VISIBLE BY THE SPA WHICH READS "ALARM INDICATES SPA PUMPS OFF. DO NOT USE SPA WHEN ALARM SOUNDS UNTIL ADVISED OTHERWISE" I NOTE: RETURN IS REQUIRED I DIRECTLY ACROSS FROM SKIMMER AS SHOWN L98 THERAPY JETS VGBA APPROVED 12" X 12" MAIN DRAIN WITH TAMPER PROOF SCREW FASTENED FRAME AND GRATE. VELOCITY THROUGH GRATE = 0.75 FPS C' SKIMMER SPA PLAN i t• - _ 2" EQUAUZER o UNE i I 3" JET UNE 2-1 /2" S�:KIMMER UNE i ;i 2" RETURN UNE I� -_-=- ------- -------- -- n PIPING PLAN POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA ELKHORN MP -400, MODEL #28500 BY SPECTRUM POOL PRODUCTS, WITH ANCHOR (NON -ELECTRICAL LIFT) METHOD OF WASTE DISPOSAL: SANITARY SEWER SCALE: 1/2* = 1'-0" I� C RETURN INLETS TOTAL OF 4 (20' MAXIMUM SPACING) SCALE: 3/8" = V-0" C NOTE: MEN'S AND WOMEN'S RESTROOM'S ARE SEPARATE AND LABELED "MEN" AND "WOMEN". NOTE: OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 10 FOOT CANDLES OF ILLUMINATION AT THE SPA WATER SURFACE AND THE POOL DECK SURFACE. PROVIDE MINIMUM 7' VERTICAL CLEARANCE ABOVE SPA DECK. EQUIPMENT ROOM LAYOUT NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FE=ET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK WEDGE HANDICAPPED LIFT ANCHOR ANCHOR W/ GROUNDING SLAB WIRE SCREW MESH S/S LADDER ANii/bR HANDRAIL RECIRC. JUNCTION PUMP _ BOX \ _ #8 SOLID COPPER WIRE APPROVED CONNECTOR POOL STEEL MAT cow mm W/ SLIP RmwmT TOPPW APPROVED CaALCLAMPCOMPACTED RLL ON COMPACTFLL wrtH OR 1ELOM AT ALL Jamm ALL 04 MAIFAIAL$ RE1i011ESBY 01FiR9, MSDE POOL WALL SUPE n BONDING DETAIL N.T.S. MC K ==0 M M W COMPLY WM N.E.C. OWE (MMLE SWM (C)) LIGHT NICHE r BONDING DETAIL 1 NO SCALE POOL FILTER LEAVE 3'-0" CLEAR SPACE -IN FRONT OF ELECTRICAL PANELS 0 EQUIPMENT LAYOUT MUST FOLLOW NEC 110-26 ACCESS AND WORKING SPACE IN EQUIPMENT AREAS SCALE: 3/8" - 1'-0" SPA DATA NJ N/A SIZE 12'_2" X 8, AREA 97.3 SF DEPTH 3' VOLUME 1,503 GALLONS PERIMETER 40.4 LF TURNOVER 21.5 MINUTES FLOW RATE 70 G. P. M. AN 80 DECIBEL AUDIBLE ALARM NEAR THE SPA MUST SOUND CONTINUOUSLY UNTIL DEACTIVATED WHEN THE SPA CUTOFF SWITCH IS ACTIVATED. A SIGN MUST BE POSTED VISIBLE BY THE SPA WHICH READS "ALARM INDICATES SPA PUMPS OFF. DO NOT USE SPA WHEN ALARM SOUNDS UNTIL ADVISED OTHERWISE" I NOTE: RETURN IS REQUIRED I DIRECTLY ACROSS FROM SKIMMER AS SHOWN L98 THERAPY JETS VGBA APPROVED 12" X 12" MAIN DRAIN WITH TAMPER PROOF SCREW FASTENED FRAME AND GRATE. VELOCITY THROUGH GRATE = 0.75 FPS C' SKIMMER SPA PLAN i t• - _ 2" EQUAUZER o UNE i I 3" JET UNE 2-1 /2" S�:KIMMER UNE i ;i 2" RETURN UNE I� -_-=- ------- -------- -- n PIPING PLAN POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA ELKHORN MP -400, MODEL #28500 BY SPECTRUM POOL PRODUCTS, WITH ANCHOR (NON -ELECTRICAL LIFT) METHOD OF WASTE DISPOSAL: SANITARY SEWER SCALE: 1/2* = 1'-0" I� C RETURN INLETS TOTAL OF 4 (20' MAXIMUM SPACING) SCALE: 3/8" = V-0" C NOTE: MEN'S AND WOMEN'S RESTROOM'S ARE SEPARATE AND LABELED "MEN" AND "WOMEN". NOTE: OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 10 FOOT CANDLES OF ILLUMINATION AT THE SPA WATER SURFACE AND THE POOL DECK SURFACE. PROVIDE MINIMUM 7' VERTICAL CLEARANCE ABOVE SPA DECK. EQUIPMENT ROOM LAYOUT NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FE=ET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK WEDGE HANDICAPPED LIFT ANCHOR ANCHOR W/ GROUNDING SLAB WIRE SCREW MESH S/S LADDER ANii/bR HANDRAIL RECIRC. JUNCTION PUMP _ BOX \ _ #8 SOLID COPPER WIRE APPROVED CONNECTOR POOL STEEL MAT cow mm W/ SLIP RmwmT TOPPW APPROVED CaALCLAMPCOMPACTED RLL ON COMPACTFLL wrtH OR 1ELOM AT ALL Jamm ALL 04 MAIFAIAL$ RE1i011ESBY 01FiR9, MSDE POOL WALL SUPE n BONDING DETAIL N.T.S. MC K ==0 M M W COMPLY WM N.E.C. OWE (MMLE SWM (C)) LIGHT NICHE r BONDING DETAIL 1 NO SCALE POOL FILTER LEAVE 3'-0" CLEAR SPACE -IN FRONT OF ELECTRICAL PANELS 0 EQUIPMENT LAYOUT MUST FOLLOW NEC 110-26 ACCESS AND WORKING SPACE IN EQUIPMENT AREAS SCALE: 3/8" - 1'-0" SPA DATA UNITS SERVED N/A SIZE 12'_2" X 8, AREA 97.3 SF DEPTH 3' VOLUME 1,503 GALLONS PERIMETER 40.4 LF TURNOVER 21.5 MINUTES FLOW RATE 70 G. P. M. BATHING LOAD 9 FACILITIES WOMENS RESTROOM MENS RESTROOM 3 SINKS 4 SINKS 7 TOILETS 4 TOILETS 2" 3 URINALS OTE: SPA IS TO BE CONSTRUCTED IN A NEW LA FITNESS SPORTS CLUB BUILDING RESTROOM NOTES: 1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SLIP RESISTANT In FINISH. 2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL -FLOOR -� O L INTERSECTIONS COVED FOR CLEANING. FAN 3. CARPET, DUCKBOARDS, OR OTHER SIMILAR FLOOR COVERINGS ARE PROHIBITED. t°0M 4. INTERIOR PARTITIONS SHALL BE PLACED ON A CONTINUOUS 4" HIGH a� CONCRETE BASE. 5. ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX. 6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN SANITARY r MANNER AND BE SUPPLIED WITH SOAP, PAPER TOWELS, TOILET PAPER, ) �' AND OTHER ITEMS ASSOCIATED WITH SANITARY FACILITIES. � 7. EACH RESTROOM SHALL HAVE A HOSE BIBB, WITH VACUUM BREAKER. 8. SIGNS SHALL BE POSTED IN MINIMUM 1" HIGH LETTERS LEGIBLE FROM ALL PORTIONS OF THE POOL DECK SHOWING DIRECTION TO SANITARY t�q FACILITIES. 9. ALL FENCING AROUND POOL FACILITY SHALL MEET LOCAL CODE REQUIREMENTS. 10. WALKWAYS BETWEEN THE POOL AND SANITARY FACILITIES SHALL BE v CONCRETE WITH A NON -SLIP FINISH FOR THE FIRST 15' FROM WATERS EDGE. , 11. THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN 12 FEET OF THE POOL WATERS EDGE. NOTES: 1. PROVIDE EXHAUST FAN IN EQUIPMENT ROOM AS SHOWN (SEPARATE FROM HEATER SYSTEM). 2. FLOOR SHALL BE NON ABSORBENT, SLIP RESISTANT AND SLOPED TOWARD DRAIN. 3. COLLECTOR TANK TO BE LOCATED INSIDE EQUIPMENT ROOM. 4. ALL PIPING EXPOSED TO SUN SHALL BE PAINTED TO PROTECT IT FROM U.V. RAYS. 5. EQUIPMENT TO BE INSTALLED IN NEW EQUIPMENT ROOM WITH LOCKABLE DOOR MINIMUM 3' WIDE X 6' TALL WITH 7' HIGH CEILING AND ADEQUATE VENTILATION (1 VENT WITH MOTORIZED FAN) 6. 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED AT EQUIPMENT LOCATION. 7. CHEMICALS SHALL BE STORED IN A COOL DRY AND WELL VENTILATED AREA UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. CHEMICALS WHICH EMIT CORROSIVE FUMES SHALL NOT BE STORED IN THE EQUIPMENT ROOM. 8. EXHAUST AIR DUCT FROM 6" ABOVE FLOOR THROUGH ROOF. 9. COMBUSTION AIR DUCTS. ONE FROM 6" ABOVE FLOOR THROUGH ROOF, OTHER 12" BELOW CEILING THROUGH ROOF. 10. EXHAUST AIR DUCT AND COMBUSTION AIR DUCTS TO BE AT OPPOSITE ENDS OF THE ROOM. SPA HYDRAULIC DATA DATA PIPE FLOW RATE VELOCITY 2" RETURNS 70 G.P.M. F.P.S. 1 MAIN DRAIN 1 2.11 1 2-1/2" SKIMMER 42 G.P.M. 1 1 3" 1 120 G.P.M. 5.21 F.P.S. OTE: SPA IS TO BE CONSTRUCTED IN A NEW LA FITNESS SPORTS CLUB BUILDING RESTROOM NOTES: 1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SLIP RESISTANT In FINISH. 2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL -FLOOR -� O L INTERSECTIONS COVED FOR CLEANING. FAN 3. CARPET, DUCKBOARDS, OR OTHER SIMILAR FLOOR COVERINGS ARE PROHIBITED. t°0M 4. INTERIOR PARTITIONS SHALL BE PLACED ON A CONTINUOUS 4" HIGH a� CONCRETE BASE. 5. ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX. 6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN SANITARY r MANNER AND BE SUPPLIED WITH SOAP, PAPER TOWELS, TOILET PAPER, ) �' AND OTHER ITEMS ASSOCIATED WITH SANITARY FACILITIES. � 7. EACH RESTROOM SHALL HAVE A HOSE BIBB, WITH VACUUM BREAKER. 8. SIGNS SHALL BE POSTED IN MINIMUM 1" HIGH LETTERS LEGIBLE FROM ALL PORTIONS OF THE POOL DECK SHOWING DIRECTION TO SANITARY t�q FACILITIES. 9. ALL FENCING AROUND POOL FACILITY SHALL MEET LOCAL CODE REQUIREMENTS. 10. WALKWAYS BETWEEN THE POOL AND SANITARY FACILITIES SHALL BE v CONCRETE WITH A NON -SLIP FINISH FOR THE FIRST 15' FROM WATERS EDGE. , 11. THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN 12 FEET OF THE POOL WATERS EDGE. NOTES: 1. PROVIDE EXHAUST FAN IN EQUIPMENT ROOM AS SHOWN (SEPARATE FROM HEATER SYSTEM). 2. FLOOR SHALL BE NON ABSORBENT, SLIP RESISTANT AND SLOPED TOWARD DRAIN. 3. COLLECTOR TANK TO BE LOCATED INSIDE EQUIPMENT ROOM. 4. ALL PIPING EXPOSED TO SUN SHALL BE PAINTED TO PROTECT IT FROM U.V. RAYS. 5. EQUIPMENT TO BE INSTALLED IN NEW EQUIPMENT ROOM WITH LOCKABLE DOOR MINIMUM 3' WIDE X 6' TALL WITH 7' HIGH CEILING AND ADEQUATE VENTILATION (1 VENT WITH MOTORIZED FAN) 6. 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED AT EQUIPMENT LOCATION. 7. CHEMICALS SHALL BE STORED IN A COOL DRY AND WELL VENTILATED AREA UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. CHEMICALS WHICH EMIT CORROSIVE FUMES SHALL NOT BE STORED IN THE EQUIPMENT ROOM. 8. EXHAUST AIR DUCT FROM 6" ABOVE FLOOR THROUGH ROOF. 9. COMBUSTION AIR DUCTS. ONE FROM 6" ABOVE FLOOR THROUGH ROOF, OTHER 12" BELOW CEILING THROUGH ROOF. 10. EXHAUST AIR DUCT AND COMBUSTION AIR DUCTS TO BE AT OPPOSITE ENDS OF THE ROOM. 70 G.P.M. % 4 RETURNS = 17.5 GALLONS EACH RETURN SPA HYDRAULIC DATA DATA PIPE FLOW RATE VELOCITY 2" RETURNS 70 G.P.M. 6.69 F.P.S. 6" MAIN DRAIN 190 G.P.A. 2.11 F.P.S. 2-1/2" SKIMMER 42 G.P.M. 2.81 F.P.S. 3" JET LINE 120 G.P.M. 5.21 F.P.S. 70 G.P.M. % 4 RETURNS = 17.5 GALLONS EACH RETURN \`` 22171 WATERSIDE BOCA RATON, FL 33428 (561) 445�`1 8 A �B X61) 470-0890 H s ' e: 9l® 411, t . � ® e � 4.4� ® • c � v 10 rip 'h0; lot LICENSE #47646 m WE i a J J J Q z 0 F-- z ry w � o z(D(D _cn w `n co z �m o m0 a) ccs o W a) (D z o� F__Lo cz z W --� c J t% SPA EQUIPMENT SCHEDULE DATA C) QTY ITER MANUFACTURER MODEL W. DESCRIPTION 1 RE-OW"TION PLI P - SELF PRIMING - 1.5 HP PENTAIR WK -6 70 G.P.M. AT BO' TW W/HAR AND LINT SM ER I JET PUMP WITH HAIR AND LINT STRAINER PENTAIR WFK-12 3 HP, 120 G.P.M. AT 60' TDH 2 1 FEEDER STENN R 45M5 50 GPD 2 FILTER HAYWARD C-1750 350 SF TDTAL 2 STRAINER 6" DIAMETER INTEGRAL WITH PUMP 2 GAUGES ASIRAL Cco MIN. Y DUMETER FACE (0-60 PSI 1 FLOW METER GU MIN CF30200P 40-150 G.P.M. 1 STATIC FITTING HAYWARD SP -1026 RM 1 TEST KIT TAYLOR 2005 41-1/2" NET FITTING (DIRECT. ADJUSTABLE) HAYWARD SP -1419D m 1 SIMMER HAYWARD SP-10712FVE nn r"� 8 1FERAPY JETS GUNITE MMSSAM HYDRO AIR 16-5275 1 12" X 12" MAIN DRAIN, FDA AND GRATE LAW50N MLD -SG -1212 VGBA APPROVED COVER (81.3 SR. IN. OPEN AREA) 1 LIGHT NKA ALAN P. 782105 1 12V 100W WM LOW WATER CUT OFF AMERICAN P. Lu 1 STAINLESS S1EEL HMDRAL 0 a 1 SPA HEATER LOOHNVAR ERN201 199,999 BIU 1 ORP CONTROLLER (DQ NOT SUBSTI RlIE) CAT 4000 W/ PH AND ORP SEJJSIIG PROBES AND MILLIVOLT SMES 1WALL MOUNTED CLOG( 1 1 COLLECTOR TANK VAK PAK CT 200 A/NIMUM 200 GALLONS SEE DETAILS 1 15 MINUTE TIMER FOR SpA JETS 1 ED DECIBEL ALARM TO BE ACTIVATED WHEN SPA KILL SWITCH IS USED 1 SPA NON-USE SIGNAGE SEE NOTE ON SPA PLAN \`` 22171 WATERSIDE BOCA RATON, FL 33428 (561) 445�`1 8 A �B X61) 470-0890 H s ' e: 9l® 411, t . � ® e � 4.4� ® • c � v 10 rip 'h0; lot LICENSE #47646 m WE i a J J J Q z 0 F-- z ry w � o z(D(D _cn w `n co z �m o m0 a) ccs o W a) (D z o� F__Lo cz z W --� c J t% W c C) z < w m U o .q F -- z Q Lu J O < w Cco <C ¢N >co 2 W w J - RM L Li m UQ [� m Q nn r"� U f- ¢Q Q 0 T4 Lu Q z v Lu 0 a W c z o .q z N Lu O Q w <C 2 w N SPA 1 c z o z N O Q w <C 2 N SPA 1 NOT TO SCALE PRE -CAST COPING 1" MAXIMUM OVERHANG 1" 7" SLOPE DECK 2% TO 4% 6" GLAZED TILE \ 2 #4 CONTINUOUS SPA COPING DETAIL 2 #3 BARS ACROSS NICHE LIGHT NICH 3/4" X 2" BULLNOSE TILE OF DARK, CONTRASTING COLOR AT INTERSECTION OF STEPS RISER AND TREAD AND BENCH NOSING. INSTALL BULLNOSE TILE SUCH THAT 3/4" SECTION OF TILE IS ON TREAD AND 2" SECTION OF TILE IS ON THE RISER. BULLNOSE TILE TO BE SUP RESISTANT NOT TO SCALE 'A WALL STEEL 3/4" NON-METALIC CONDUIT TO JUNCTION BOX LIGHT BODY ND WIRE TO POOL STEEL E DETAIL NOT TO SCALE TOP STEP IS MINIMUM 10" FIELD VERIFY WIDE AND Ie LONG 35" 12'-2" WATERPROOF DIAMOND- BRITE FINISH = '- a' • . iE0 1" POTABLE \ a lb j mz M0Z2 r . 9• .... % 1.5" RETURN PIPE FROM U SUCTION * MINIMUM 10 FOOT CANDLES OF OVERHEAD LIGHT WILL BE PROVIDED AT SPA AND DECK LEVEL (SEE LA FITNESS 6W3 I F- O FILTER RETURN LINE - SEE ° • • w � N PLAN G w I— .::. • * CHILDREN A E NOT ALLOWED IN POOL OR POOL RESTROOM AREA. THUS, DIAPER CHANGING FACILITIES • sl_ , ..:' v g ti� : . k: }� I �_„B�► AE NOT REQUIRED. * N \: DIRECTIONALLY ADJUSTABLE nnn u --6” MAIN d FILTER RETURN INLET FOOT BATHS ARE NOT ALLOWED IN SPA POOL AREA. a .- DRAIN OVERFLOW W/ ADAPTER 2" RETURN DETAIL NOT TO SCALE PRE -CAST COPING 1" MAXIMUM OVERHANG 1" 7" SLOPE DECK 2% TO 4% 6" GLAZED TILE \ 2 #4 CONTINUOUS SPA COPING DETAIL 2 #3 BARS ACROSS NICHE LIGHT NICH 3/4" X 2" BULLNOSE TILE OF DARK, CONTRASTING COLOR AT INTERSECTION OF STEPS RISER AND TREAD AND BENCH NOSING. INSTALL BULLNOSE TILE SUCH THAT 3/4" SECTION OF TILE IS ON TREAD AND 2" SECTION OF TILE IS ON THE RISER. BULLNOSE TILE TO BE SUP RESISTANT NOT TO SCALE 'A WALL STEEL 3/4" NON-METALIC CONDUIT TO JUNCTION BOX LIGHT BODY ND WIRE TO POOL STEEL E DETAIL NOT TO SCALE TOP STEP IS MINIMUM 10" FIELD VERIFY WIDE AND Ie LONG 35" 12'-2" WATERPROOF DIAMOND- BRITE FINISH = '- I m - a 1" POTABLE \ a oa ��� j mz M0Z2 r 3 3� .... Ir � SPA SECTION 11 FROM BUILDING POWER LIGHT & W.P.G.F.I. RECEPT. AUK CONTACTS FEED POOL CHEMICAL PUMPS POOL RECIRC. PUMP + 120V CHEMICAL FEED PUMPS (20A CKT DED) STARTER DISCONNECT NOTE: POOL CHEMICAL FEED PUMPS MUST LOSE FOYER (5 HP) WHEN POOL RECIRCULATION PUMP LOSES POWER. 3 #8'S 1 "C POOL RECIRCULATION PUMP SEE NOTE 2 VACUUM PUMP DISCONNECT 2 VACUUM PUMP 3 #12'S 1 /2"C POOL LIGHT SWITCH (6� POOL LIGHT JUNCTION BOXES TO SERVICE 12 MINIMUM ABOVE COPING PANEL (6) 12 VOLT W'P. TRANSFORMER /, (6) 30 0 WATT POOL LIGHTS PAX EL TRAM WATT) W/ LOW WATER CUT-OFF DEVICE MIN. 18" BELOW POOL WATER UNE. AUX. CONTACTS FEED SPA CHEMICAL PUMPS SPA RECIRC. PUMP + 120V CHEMICAL FEED PUMPS (20A CKT DEQ) DISCONNECT NOTE: SPA CHEMICAL FEED PUMPS MUST LOSE PCMIER WHEN SPA RECIRCULATION PUMP LOSES POWER. 1 312'S 1/2'C SPA RECIRCULATION PUMP SEE N07E 1 .P. 15 MI}IUTE TIMER SWITCH 312'S 1 /2'C THERAPY PUS A THERAPY PUMP DISCONNECT EMERGENCY SPA SHUT-OFF SWITCH SPA LIGHT JUNCTION BOX SPA LIGHT SWITCH 12" MINIMUM ABOVE COPING 12 VOLT TRANSFORMER / 1-100 WATT SPA LIGHT ( 100 WATT ) ! W/ LOW MATE R CUT-OFF NOTES: CE MIN. 18" BELOW WATER LINE. 1. SPA STARTER AND THERAPY STARTER MOUNTED IN 4X OR PVC ENCLOSURE. SPA RECIRCULATION PUMP INTERLOCKED NTH SPA CHEMICAL FEED PUMPS 2. VACUUM PUMP STARTER LOCATION IF NEEDED TO TURN ON/OFF PUMP 3. IN POOL AND SPA AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR. ECT. W/ #�8 WIRE 4. POOL AND SPA PUMPS TO BE FED THROUGH GFCI CIRCUIT BREAKERS. ELECTRI CAL DI ACRAM NOM ALL ELECTRICAL SHALL CONFORM 11TH NEC ART. 680 N.T. iS. POOL/5PA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS 1-1 /2 I.P.S. WEDGE ANCHOR ESCUT�IEON GROUND 5 ,' _l 'p . _ _ • 1A, . HYDROSTATIC RELIEF VALVE NOT REQUIRED NOT TO SCALE GENERAL NOTES: THE SPA AND DECK SHALL BEAR ONLY ON CLEAN SANDS OR ROCK. ALL ORGANIC SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR ENTIRETY AND BACK FILLED WITH ROCK 1500 PSF BEARING CAPACITY IS REQUIRED. * OWNER AND CONTRACTOR SHALL VERIFY SPA LAYOUT AND ALL DIMENSIONS, NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. * ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. * NO OVERHEAD WIRING WITHIN 10' HORIZONTAL OF SPA WALL OR DECK APPURTENANCES 6" GLAZEb TILE V-6" INLET SLOPE FLOOR 1" FROM WALL TO MAIN DRAIN (MINIMUM 1:40. MAXIMUM 1:10 SLOPE) * ELECTRICAL EQUIPMENT WIRING AND INSULATION SHALL CONFORM WITH CURRENT EDITION OF THE NATIONAL HYDRAULIC SOLENOID ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND SHALL COMPLY WITH APPLICABLE VALVE W/MANUAL FILL LOCAL CODES. * ALL PIPING TO BE P.V.C. SCHEDULE 40 NON -THREADED NSF -PW APPROVED. PVC PIPE EXPOSED TO SUNLIGHT SHALL BE COATED FOR U.V. PROTECTION * ALL VALVES SHALL BE TAGGED AND WATERPROOF OPERATING INSTRUCTIONS POSTED IN FILTER ROOM. * DECK AREA OF SPA AS REQUIRED TO BE SUP RESISTANT AND NON PERVIOUS STATIC WATER MIN. 3" AIR * SPA SHELL SHALL BE LIGHT (PASTEL) IN COLOR SO AS TO REFLECT RATHER THAN ABSORB LIGHT. LEVEL * STEP TREADS SHALL HAVE SUP RESISTANT FINISH, MINIMUM WIDTH 10". EDGES SHALL HAVE CONTRASTING SHUT-OFF VALVE COLORED STRIPS 2" IN WIDTH. , * STEP RISERS EDGES SHALL HAVE CONTRASTING COLORED STRIPS 2" IN WIDTH. HEIGHT SHALL NOT EXCEED 12 °D o WEDGE ANCHOR DETAIL NOT TO SCALE 12" X 1 9!" X 12" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSON MLD -SG -1212 OR EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AF!EA 81.3 SQUARE INCHES) (MAXIMUM VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) , y• S. ': j .: v . .''. � PVC MikIN DRAIN PIPING TO COLLECTOR TANK PERFORATED WELL POINT IN 6 CUBIC YARDS 3/4" CRUSHED ROCK (MINIMUM) AND HYDROSTATIC VALVE 2" (HYDROSTATIC RELIEF VALVE NOT REQUIRED) MAIN DRAIN DETAIL SNOT TO SCALE 40" 6" WASTE TO BUILDING SANITARY SEWER PIPING THRU 3" AIR GAP * ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE STATE OF FLORIDA DEPARTMENT OF _- _ i -' _ r r 1" POTABLE \ V 3" JET HEALTH. FLORIDA ADMINISTRATIVE CODE, AND LOCAL BUILDING CODES, :.:4( . .,7 :., : .... WATER SUPPLY � U SUCTION * MINIMUM 10 FOOT CANDLES OF OVERHEAD LIGHT WILL BE PROVIDED AT SPA AND DECK LEVEL (SEE LA FITNESS :, n\ , N z w J WATER LEVp 2" EQUALIZER I— .::. Q * CHILDREN A E NOT ALLOWED IN POOL OR POOL RESTROOM AREA. THUS, DIAPER CHANGING FACILITIES • UNE , ..:' cr N N `� g ti� : . k: }� I �_„B�► AE NOT REQUIRED. * N \: \v ' y nnn u --6” MAIN 2" TANK UQ FOOT BATHS ARE NOT ALLOWED IN SPA POOL AREA. .- DRAIN OVERFLOW W/ a ::::::o:.;:.:;::;:. $" MAIN `� U = CHECK VALVE i Q Z T_j ...� SPA RULES AND REGULATIONS: DRAIN Q O J w Q \ " RULES AND REGULATIONS FOR BATHERS SHALL E POSTED NEAR SPA SIDE. BE LEGIBLE FROM SPA DECK, LETTERING SHALL BE A MINIMUM ONE (1) INCH IN HEIGHT, EXCEPT "NO DIVING ALLOWED" TO BE A MINIMUM FOUR (4) INCH IN HEIGHT AND SHALL CONTAIN THE FOLLOWING: 1. NO GLASS OR ANIMALS IN THE FENCED SPA AREA (OR 50 FEET FROM UNFENCED SPA). 2. NO FOOD OR BEVERAGES IN SPA OR ON SPA WET DECK. 3. SHOWER BEFORE ENTERING SPA. 4. BATHING LOAD 9 PERSONS. 5. SPA HOURS: OPEN TO CLOSE OF CLUB. 6. MAXIMUM TEMPERATURE 104 DEGREES F. 7. NO DIVING ALLOWED. 8. CHILDREN ARE NOT ALLOWED IN SPA OR SPA RESTROOM AREA. 9. PREGNANT WOMEN. SMALL CHILDREN, PEOPLE VAIN HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, NARCOTICS OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE SPA POOLS WITHOUT FIRST CONSULTING A DOCTOR. 10. MAXIMUM USE 15 MINUTES. 11. DO NOT DRINK SPA WATER. s, . __ - 2.5 RECIRC. SUCTION 3" JET SUCTION 3" JET SUCTION 2,5" RECIRC. SUCTION ELEVATION "A" (HIDDEN BEHIND)CTI� ELEVATION "B" DRAINN PLAN COLLECTOR TANK DETAILS NOT TO SCALE EXACT LAYOUT OF POOL EQUIPMENT TO BE DETERMINED IN FIELD AND COORDINATED WITH PLUMBING EQUIPMENT IN SPA EQUIPMENT ROOM NOTE: MATERIALS USED IN SPA HEATER AE NON TOXIC AND ACCEPTABLE FOR POTABLE WATER USE MAXIMUM POOL WATER TEMPERATURE 104 DEGREES 2" TO WASTE EXTEND SPOUT MIN. 6" ABOVE CONCRETE FLOOR 3" RETURN J 3" SUCTION FROM COLLECTOR TANK 2-1 /2" SKIMMER 2-1 /2" SUCTION FROM COLLECTOR TANK SPA EQUIPMENT ISOMETRIC 1" FILTER TANK DRAIN UNE TO FLOOR DRAIN TWO HAYWARD C-1750 CARTRIDGE FILTERS AIR RELIEF VALVE � THERAPY PUMP PENTAIR WHISPERFLO, WFK-6, 3 HP, 120 GPM O 60' TDH, WITH HAIR AND LINT STRAINER 90 3 DIMENSIONAL POLE DIMENSIONS/LOCATIONS TO BE FIELD VERIFIED TO CLEAR EGRESS PATH HANDICAP POOL LIFT N.T.S. PRESSURE GAUGE SPA PUMP PENTAIR 1.5 HP WHISPERFLO WFK-6. 70 GPM O 60' TDH, WITH HAIR AND LINT STRAINER THERMOMETER NO SCALE CERAMIC TILE THROAT WEIR CONCRETE • .. . WATER LEVEL t° d 'f •'A ;f BASKET (MINIMUM 75 SQ IN) P. SUCTION �,�, UNE 4. USE NSF APPROVED SKIMMER f SKIMMER DETAIL NOT TO SCALE 2" RETURN LOCHINVAR 199,000 BTU GAS HEATER PRESSURE GAUGE �� � � BLUE WHITE FLOWMETER CF30200P 40-150 GPM 20" UPSTREAM AND 10" DOWNSTREAM CLEARANCES CAT 4000 ORP CONTROLLER 2 STENNER 45M5 FEEDERS 50 GPD ELECTRICALLY INTERLOCKED WITH ECIRCULATION PUMP PROVIDE MINIMUM 50 GALLON ACID AND CHLORINE TANKS � LABEL "CHLORINE' LABEL "ACID" ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE SKIMMER SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. 1 �3 6� ate �, m o o (, " -� � � � •--a p � `O % v � �� a � O O • a N 4 � � !-- 0 4. 4 k , i n \ `0 .. . .. :.:4( . .,7 :., : .... hll � U o Q :, n\ — z w J w \..:::. .: I— .::. Q ..: .::. .. ... .: F ..:' cr N N `� _' ti� : . k: }� ..w .. ... -; ...... :::.::�:;;:> .�:..:.�:.:::::: r:.�:::Y ;:::. .. ...:. v. . 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". y C \ ; ,... ,:. \ y+ 4 :.: \\ r` :' \-- t:} _. r .\}, \r .�„ . , , rj `, `;� r� .< r:,., wr a•= .,=z t. . m �:; ,;: y- � C SITE LOCATION \� a � \ \\ \p\��\ \\ \\;\, \\\ \�, �� \ ..... _ _ _ \�g1 \\ � �. \, �\ \pti:\tet \ 4 �j`L A..: 22171 WATERSIDE®1pF4VcF,,,�OCA RATON, FL 33428 (561j 44;;oj $V.F. `0('�j�1) 470-(1890 "J�*-'G-N s ``il ®_% �� \ ® . . p • o " � o G- ' ... ,m e � • l Q - , -, .� s DAUD:EMAN, P.E. LICENSE #47646 NOT TO SCALE SPAPLAN 0 J J J /Z _V �Z it w� o Z °' l/{_^J � v / tton cz vJ w� Z �� o C' 0 � — aD CO �Q� L LL o w rraR) v z c V J z — w J �Q J U w J w w = s cn z w w J m 6, a� z Q w It �U- w w w i `0 CTI w � W � U o Q F_ — z w J w z I— o Q J @) F cr N N `� w CL w o w J J nnn u D w m= UQ Zm n'u�7� `� U = Q Q Z T_j T w Q z 0 w 0 0- w J w w = s cn z w w J m 6, a� z Q w It �U- w w w m CTI � a � o Q � — w w z N o J F Q w CL o w o o m � a � o 0 � — w z N o o F Q w CL o o r i •