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Land Development and Planning Project Files_2455 S. Ocean Blvd._20120424_27732TRANSMITTAL FORM 1F REVIEW & REQUESTED ACTION BY PLANNING BOARD Transmit to: Michael Desorcy, Building Official Date: April 24, 2012 Applicant/Owner: Bruce Leeds, Owner/Mark Timothy, Inc., Applicant Property Address: 2455 S. Ocean Blvd., Highland Beach, FL 33487 Property Control Number: 24-43-46-28-09-000-0111 ❑ Preliminary Review: ® Final Review: Site Plan Review for the construction of a pool, spa and cabana at the new single-family home, RE -Zoning District. ❑ Amended Site Plan Review ❑ Other: THE PLANNING BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED APRIL 24, 2012, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: ❑ Denied ® Recommendation to Approve (plans attached) ❑ Approved with Modifications (as noted): ❑ Other: PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN TO APPLICANT, ETC. Carol Stern, Chair IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: N/A ................................................................................................................................................................................................................................................................................................................................... . CLERK'S OFFICE USE ONLY. - Reviewed by Planning Board: May 09, 2012 Transmitted to the Building Department: May 09, 2012 Transmit To: Valerie Oakes, Deputy Town Clerk Date: April 24, 2012 Application No: #27732 Applicant/Owner: Mr. Bruce Leeds, Owner/Mark Timothy, Inc., Applicant Property Address: 2455 South Ocean Blvd., Highland Beach, FL 33487 Submit Application: Planning Board Site Plan Review Description of Application: Site Plan Review, for construction of pool, spa, and cabana at new single family home, RE -Zoning District REVIEW GIVEN TO SUB3ECT PROPERTY Q-_�Final reliminary Review Review: ❑ Amended Site Plan Review ❑ Other: THE BUILDING OFFICIAL HAS REVIEWED THE ABOVE MATTER DATED, April 24, 2012, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. ❑ Plans meet Town of Highland Beach Zoning requirements; however, approvals are pending with other governmental agencies. ❑ Plans do not meet Town of Highland Beach Zoning requirements. RECOMMENDATION: The Building Department has reviewed the plans for the pool, spa, and cabana bath house @ (142.9 square feet) submitted by Mark Timothy, Inc. The proposed design and construction does comply with the requirements of the Town of Highland Beach Zoning Ordinances. The Building Department recommends approving construction of SFR per submitted design/plans. P A TA E W TEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., f D JL G, TRANSMIT TO QUASI-JUDICIAL BOARD, ETC. Michael Des rcy, ildIng Official ....................................................................................................................................................................................................................................................................-........................................................................ CLERK'S OFFICE USE ONLY: Date Received: L4 ���-- Date of W�h�" Meeting: C TI- 2— Date of Hearing: r l��j ::s '` yJ ``yf 1► i _ Ut 4j- 1132 ..__ - I MAR 6� a� MAR 2 3 2012 Planning Board Meets the Second Wednesday of the month at 9:30AM.;;ILDING DEtPARTi`� LE 0 Application must be received no later than 3 weeks prior to meeting:__ -'----"—'-�-"--"-'-' `----- Site Plan Review Fee is $200.00 for a regular meeting. Submittal Requirements are listed on reverse. Property Location: Street Address: / ��� _ �.J�'� i1 yCl �.��1 . 1 Block Lot:_ Subdivision: j/i11A 6� ��� `J Property Con rol Number: 24 43 Owner Information: Owner: V) r [Ali' Address: 64 ZO �DUCCO t9 4D4 Vd 1;� 1 V 6 e ns-r-"tD11 ! Telephone: 5 it I — z U 5 - 0 a �) !j Fax: �2,o r—, 0 9— () 4 Alicant Information: (if same as above so indicate) Applicant: Address: y Tele hone: Fax: Architect / Desi ner Information: (if same as above so indicate) Architect: rf4_t Address: Telephone: 5j—(el - U 5 0— 8 J 3 ``i Fax: / 113 0 New Construction: V Alterations: Addition: Demolition Boatlift/Dolphin: j Do not write below line Request For: Meeting on: --� Application # Preliminar Review: Final Review: %./Amended Site Plan: Other: Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. ❑ Plans meet Town of Highland Beach Zoning requirements, however approvals are pending with other governmental agencies. ❑ Plans do not meet Town of Highland Beach Zoning requirements. Building Departmen HAForms\Planning Board Page 1 of 2 t Date: Application.doc RSD 01 evised: 12/14/04 TOWN of HIGHLAND BEACH 3614 South Ocean Boulevard Highland Beach, FL 33487-3325 561 278-4540 Fax 561 278-2606 Receipt Record Receipt Number: RCPT2012-538 Page-1 Date Printed: 3/23/2012 Received From: MARK TIMOTHY INC Date: 3/23/2012 Reference #: BP-27732 Received By: Sue A. Amount: $200.00 CO.I1uT-Tj I Fees: FEE2012-1262 Planning Board Fee Accounts: 001-310.000-342.5 Other Fees, Penalties Other Fields: $200.00 $200.00 $200.00 $200.00 -D. k�� A-/� Florida Department of Environmental Protection Mar ory Stoneman. Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 March T 6, 2012 Bruce Leeds c/o William P. Stoddard, Ph.D., P.E. Schulka; Bittle & Stoddard, LLC 1717 Indian River Boulevard,: Suite 201 Vero Beach, Florida 32960 Dear Mr. Stoddard: Notice to Proceed Issued Permit'Number: PB-I036 Permittee Name: Bruce Leeds Rick Scott Governor Jennifer Carroll Lt Governor Herschel T. Vinyard, Jr. Secretary Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection; the permit is enclosed. However, construction may not commence until after the permittee complies with any preconstruction requirements- described in Special Permit Condition(s) 1 and 5- Please read the permit and permit conditions including both the General. Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit :Conditions - 1(q) and 1 (s) pertain to written reports which must be submitted .to the Department of Environmental Protection at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report-form provide the required reports. The periodic reports are due. in the office of the Bureau of Beaches and Coastal. Systerns on a monthly basis on ' the last. working day .of each month. - No progress reports are required until such time as construction activities have started. The permit will expire on March 15, 2015. Upon receipt of a -written request signed by the perminee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit there is. no assurance that such new permit for the -same construction or activities would be approved. 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. www.dep.statefl.us William P. Stoddard, Ph.D., P.F. March 16, 2012 'page Two petition for Administrative ]Fleainn 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 folloing information: (a) The name and address -of each agency affected -and each agency's fie or identification number, if known; (b) The name, address, and telephone number of the petitioner; 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 are or 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 that 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 that the petitioner wishes the agency to tape with aspect 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 rate 62-11 a.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 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. William:P. Stoddard, Ph.D., P.E. Mdreh 16, 2012 Page Three 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 &s 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'. The authorized work is strictly limited to that described on the enclosed permit. if you have any questions pertaining to this permit, please contact -me by mail at the letterhead address (add Mail Station 300), by telephone at (850) 921-7757, or by email at celora..a.jackson@,dep.state:fl.us. Celora Do*.Jafison, Engin r 1V Bureau o eac s and CoastA Systems rn losures cc: PermiJaynton, formation. Center Mark Field Inspector Town of Highland Beach, Building Official Bruce Leeds, Property. {Owner 9�Al tl� STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management �.� Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - Mail Station 300 Tallahassee, Florida 32399-3000 (850) 4M-7708 PERNIIT NUMBER: PB-1036 PERMITTEE Bruce heeds c/o William P. Stoddard, Ph.D., P.E. Schulke; Bittle & Stoddard, LLC 1717 Indian River Boulevard, Suite 201 Vero Beach, Florida. 32960 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application I`or authorization to conduct the activities seaward of the coastal constrt4�tion control line that are indicated iri the project description, was filed by the applicant/permittee named _herein on November 18, 2011, and was determined to be complete pursuant to rule on December 21, 2011. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. 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 of this permit 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; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) 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: March 15, 2015 LOCATION: Between approximately 100 feet. and 250 feet south of the Department of Environmental Protection.'s reference monument R 191, in Palm Beach County. Project address: 2455 South Ocean Boulevard, Highland Beach. PROJECT DESCRIPTION: Cabana with Pool Bath 1. Location relative to control line: A maximum of 38.0 feet seaward. 2. .-Exterior dimensions: A maximum of 24.4 feet in the shore -normal direction by a maximum of 27.8 feet in the shore -parallel direction. PERMITTEE: Bruce Leeds PERMIT NUMBED: PB-1036 PACE 2:. 3. Type of foundation: Helical piles. Swimming pool 1. Location relative to control line: A maximum of 44.0 feet seaward. 2. Exterior dimensions: A maximum of 40.0 feet in the shore -normal. direction_ by a maximum of 20.0 feet in the shore -parallel direction. 3. Type of construction: Concrete shell on helical piles. 4. -`Top of coping of swimming pool: +16.0 feet. (NA, VD). 5. Bottom elevation of swimming pool: +8.5 feet (NAVD). 6. Maximum depth of swimnming pool: 6 feel. Excavation/Fill 1. Volume of excavation seaward of the control line for pool and spa construction and grading: Approximately 219 cubic yards. 2. Location of excavation: Across the site to a maximum distance of 46.3 feet seaward of the control line. 3. Maximum depth of excavation: To elevation +11.5 feet (NAND); 5.5 feet below existing grade. 4. Volume of fill to be placed: Approximately 262 cubic yards. 5. Location of fill to be placed: Across the site varies from 67.5 feet on the north side of the property to 66.6 feet on the south side of the property seaward of the control line. Other Structures/Activities I. A 9.7-foot by 9.7-foot by 3.0-foot deep spa is to be located seaward of the cabana at a maximum distance of 46.3 feet seaward': of the control line. 2. Paver on sand decking to surround the pool is to extend to a distance of 49.3 feet seaward of the control line. 3. A frangible, 7-foot high site wall along the south ,property line is to extend a maximum distance of 44.0 feet seaward of the control line 4. Landscape plantings across the site to an approximate distance of 80 feet seaward of the control line. 5. Exterior and landscape lighting. PERMITTEE: Bruce Leeds PERMIT NUMBER: PB-1036 PAGE 3.� SPECIAL, PERMIT CONDITIONS: l , 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 Bureau of Beaches and Coastal Systems 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 Mark 'Taynton at (850) 488-7708 to schedule a conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected completely across the shore -parallel width of the site. This fence shall remain in place until the construction, authorized by this permit is complete. The temporary construction fence shall be subject to approval from the staff representative. 3. Existing native beach and dune vegetation shall be disturbed only to the minimum extent -necessary to complete work within the authorized construction limits. 4. All rubble and debris resulting from this construction shall be removed to, a location landward of the coastal construction control line. 5. All excavated and imported fill material to be placed on -site shall consist of sand which is similar to that already on the site in both grain size and coloration. This material shall be free of construction debris, rocks, or other foreignmatter. A sample of the sand shall be provided to the -staff representative during the preconstruction conference. 6. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. Approved plans are incorporated into -this permit by reference. Done and ordered this day s . Tallahassee, of '` 2012 inTallahaFlorida. Attachment: General Permit Conditions FILING.AND ACKNOWLEDGEMENT FILED, -'On this date, pursuant to S 120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby owledged. Deputy Clerk Date State of Florida Department ofEnvi�nme*al Protection Tony 15. felfeal, P'`.'E., Ad6inisttrator. Coastal onstruction Control Line Program Bureau kf Beaches and Coastal. Systems FINAL CERTIFICATION Bureau of Beaches and Coastal Systerris Division of Water Resource Management Mail to: Florida Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 300 Tallahassee, Florida 32399-3000 Permit Number: PB-1a36 Petmit%ee Name: . Bruce Leeds This is to certify that the work- under the pemit for construction or- other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditionsof the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography. and vegetation, have been either preserved or restored as required by the permit. FOR FORK INCLUDING: Construction of a cabana with pool bath, swimming pool, other structures/activities, excavation; and fill placement. NOTE: Any deviations frorn the permit and any portions of the permitted work not actually performed shall be noted and described in detail as an, exception to this certification. 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(SEF, DETAIL) F LUSIT SPA v ft 18" BENCH - 20" W.L* S CAP TILE 7==J (6) L R A V Y S (2) F1,LTERLD JNJJ j�`YE'S 41, 2" SCH 40 / I I t PS( AQUASTAR 32001-1, - 32" CTT.A7,JU e' el_ __ DRAIN (3165 GPlAl oq�, 3.9 771TRU -7 —_7 SCALE: 1/4"=l'-0" GRAl"E, - SINGLE UNPLOc-lKABLE -1 SPA SID E AIR SWI i, C"ll (1) SPA LJIII T SKJACMER )T i -,T SET- s I n� D RANN"N BY NJAP CHECKED BA': wlic DATE: 3-01-11 SCALE: AS NOTED J� 13 �t \TIER: 1 11. 1 67 SHEET OF 3 #4 DIA. REBAR 12" O.C.E.W. Y 12"1 12tt 1.2t m TOP OF COVI LNG 16%1921' NA,.V.D. WATER LINE ff...................... yyt I I 10.5 I 10.5f, I I #4T)TA. PIEBAJI PILING NOTES: 12"O.C.E-�" -RECESS PILING 2" INTO (1 ~. ,: BOTTOM OF POOL FLOOR % S L P L' 44 DIA...�....• .. 0q, 6 X az .11.---.�..'� •', . ......... . . (TYP.)• TOP ITYTAT ONLY % .............. . ... ..... -PILE REINFORCING (NOT SHOWN) IS TO BE SPECIFIED BY . 12 PILING ENGINEER J.. :Z-7 4-1- 0'! U, ST-TE- PILING STEEL TO BE BENT INTO POOL FLOOR AND TIED TOIII % F * *-*.11' 1 ---- --i ­­- � ­­ - ­ , 11. - Tj­ . BOTTOM MAT OF STEEL 9,42' N.A.V.D. T I ­if F. TIP OF SHALLOWEST PILE_ DEPTH AS SPECIFIED BY GEOTECHNICAL ENGINEER (TYP.) a #4 DIA. REBAR @ 12" O.C.E.W. CHANCE HELICAL PILE (17 REQUIRED) 15 TON DESIGN CAPACITY 30 TON ULTIMATE CAPACITY 9f-311 . 121 12 1 t 121 -9f? A /I IN W.L. ------------ 20 _ _____ III ' •• ... 16 • • •. BOTTOM OF SPA I ' % % SHELL 12.42'N.A.V.D. TIP OF SHALLOWEST PILE DEPTH AS SPECIFIED BY GEOTECHNICAL ENGINEER (TYP.) I I I / #4 DIA. REBAR (jp V O.C.E.W. TOP MAT ONLY SCALE: 3/8tt = it -Ott RECESS PILING 3" IN 10 BOTTOM OF POOL FLOOR - PILING STEEL TO BE BENT INTO POOL FLOP!-� AN 1) TIED TO BOTTOM JVtAT OF STEEL (TYP.) 1� � SCALE: 3/8" = I' -Of' TOP OF COPING 16.92'N.A.V.D. #4 DIA. REBAR * 12" O.C.E.W. BOTTOM MAT ONLY 21i #4 DIA. @, 121, POTTONT IATAT ONLY 1 X 12" X 1/2', 2 K CrAL V. 4-1 1; E L PJ'­,ATE NV/ 13" %CTKET- TYP. EAC14 PILE I SCYUJI': T/4`­J'-W' r DEFA T7\,T -T OF ENVIRO MI l 1111:11ij i_AJ-., T 10- -N,CF.RrIIFICATIONS c d as o rliifibe i the A Wq "I The lansand speci"cations submitt f .Ile permit avplieq te in Co standar�s in mile 6271-3�.007, Florkla I m i s�- I a t e C'v le resisting systas been d em '.,,,osignein d ,,,(�cordance AqSUNSCE 7-�-?, minim um. i b e, main w Ti ii d - f o -�, t A design to-Ilds -.F,,)r buildings and other sti-lictures, sec"I"on, 6, to P71� wind lni,,i-rls associated -,wnth a minimmn bnSic wind speed of 140 miles per boor. The components and, cl,"Idding have been selected their rise incI)T-porated int- 0e delsig-rt and specif*cati,ins bi accorflance with ANSFASCE 7-V. amj-­injij-M design 19wS for b!1'Jr'.*ngs an,7, structi.ires, section 6, to withstand thewil4d ass,)J<ited ­�,-ifh a m, wind speed ofi.4", miles per hoer. T1"lis Pool has bee4i designed not 0 increase the iisk of dim<­,ge fo dwelling during coastal storm events. V-Itl CHANCE HELICAL PIL (4 -REQUIRIED) 15 TON DESIGN CAPAC 30TON U1,`11F1MA'1-E CAI m AA" SHEET OF CONTROL JOINTS REQUIRED: SAW CUT I" DEEP WITHIN 4 TO 6 HOURS OF DECK PLACEMENT AT IT-O" MAX. SPACING. 4" THICK CONC. DECK W/ 6" X 6" -10/10 WIREINIESH OR FIBER MESH CONC. OVERPOUR COPING SLOP DECK Ca� X" PER. FOOT 3 2 - #4 DIA. TOP OF BEAM �OMPACTED CLEAN FILL 611- (MAX. 95% DRY DENSITY) ITkL MARCITE OR E A REINFORCING STEEL (SEE SHEET 2) ; 1211 I .- RADITUS VARIES TYPICAL WALL SECTION FRO-INT POOL SUPPLY Y4" OR V PVC CONDUIT LIGHT------*- r METAL LIGHT NICHE vIE TA 0 COPPER BOND WIRE ADD (4) #3 DIA. - 18" LONG DIA GONALLY L, POOL STEEL DIAGONALLY AROUND LIGHT NICHE LIGHT DETAIL (VARIES) 2" X 4" BRACING @ 3'-0" O.C. 451i POOL FORM BOARD BACKFIL GUNITE OR CONCRETE 2" X 4" FORMSrq ,) X-O" O.C. r / 4'X 8'PLYA17OOD SHORING SHORING DETAIL REQI.TIRED WHEN WATERLINE OF POOL IS LESS THAN 5'-0" FROM EXISTING STRUCTURE NOTE: ALL CONTROL JOINTS ivi'm IN BONDING GRID AREA TO BE FILL W/ ULTRAVIOLET RESISTANT SILICON CAULK 181, MIN.- 24" . MAX V. (ENTIRE PERIMETER) W.L. 4't - 6„ #8 SOLID COPPER BOND WIRE NV/ APPR. CLAMPS BELOW SUB -GRADE (ONE ON EACH SIDE OF POOL -4TOTAL) 4" THICK x YWIDE 2500 P.S.I. CONCRETE SLAB W/ (1) #8 BARE COPPER WIRE ( UNDER SLAB ) BONDED TO POOL STEEL AS SI-ION17N EquipoTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTATION OF N.E.C. 2003 SEC. 680.26 WATER LINE VACUUM FITTING W/ SELF -CLOSING SAFTY COVER (HAYWARD MODEL #400) A V A I VACUUM LINE DETAIL (WHEN APPLICABLE) o x. -7 24" DARK CONTRASTING CAP TILE BENCH SECTION (WHEN APPLICABLE) 2tt GRADE LOTTO SLOPE AWAY FRONT POOL DECT'\' 811 10.5' 10.5' 10.51 10.5' 1,711 1) tt 1 -7 t? STEP SECTION SCREEN ENCLOSURE (BY OTHERS) 2500 PSI CONC. W/ 6" X 6" - ZZ10/10 W.M. OR 2501 PSI FIBER MESH CONC. 8" X 12" MONO FOOTING W/ e-, 3 - #3 DIA. OR 2 - #4 DIA. OR I - 95 DIA. FOOTING FOR SCREdEN ENCLOSURL (WHEN APPLICABLE) 4 'MIN. SKIMMER COVER W/ WRAP (2) H3 DIA. AROUND ADJUSTABLE COLLAR SKIMMER, TIED TO POOL STEEL r POOL SYSTEM FL O WT, RATE: 130 G."M 185 L.F. OF PIPING @ 3.44 FRICTION LOSS = 6.3 TDH CARTRIDGE FILTER 10 PSI MIN. X 2.31 = 23.1 TDIT LEAF BASKET POOL HEATER = 18.0 TDH CHLORINE GENERATOR = 1.0 TDH TO POOL PUMP TOTAL 48.4 TD11" 20 GPM MIN. FLOW POOL REC. PUMP JANDY STEALTH 2 SHPINI - 130 GPM@ 48.4 TD11 311 SUCTION PIPE @ 1,30 GPM = 5.74 FT./SEC. 2.51f.PRESSURE PIPE 130 GPM = 8.89 FT./SEC. SKIMMER ME ,TAIL 1:17 I SPA REC. PUMP = JANDY STEALTH 3/4 SHFF - 80 G 14 g 40 TDH 211 SUCTION PIPE @ 80 GPM = 7.80 FT./SEC. 2" PRESSURE PIPE @ 80 GPM = 7.80 _FT'./SEC. SPA THER. PUMP = JANDY STEALIT! 3 SHPF - 209 GPM * 40 TDII (INIAXIMUM FLOW FROM PUMP CURVE) 4" SUCTION PIPE * 200 GPM = 5.11 FT./SEC. (2.5" BRANCH SUCTION PIPE * 93 GPM = 6.35 -,FT./SEC) 411 PRESSURE PIPE 209 GPM 5.11 FT./SEC.. COMBINED PUMP FLOW RATES = 280 GPM E U I P A ram' ") N T L j,)k `Y7 0" U��` SCALE: N.T.S. __"AL NOTE39 3 lip PUMP M01 OK w/ IlUIL F-LN 1. ALL LIGTiTS, LADDERS, ITA-NIVIRAILS, REINFORCING STEEL SHALL BE OVERLOAD SWITCH W/ 3 - #12 TfITIN GROUNDED Pf'.R CQUE. ITEATER (GAS) - IGNATI SWIT("IT CU WITHIN 1/2" MIN. CONDUFT 2. 11001, _'fO 13E CONSTRUCTED OF CO' CRETE/GUNITE �YITH . A MINIMUM 3 - #12 TIIITN CU WITHIN 1/2" CON11`11T 314 UP TIMI' l\JOTOR Nv/ B JU ILT-IN 11,SSIVE STRENG),TII Of," 4000 P.S.I. AT 28 DAYS. OVERL,,JAD Sl'i'ITCH W/ 3 - #121TUIN 3. ALL REINFORCING STEE�T, ST-TALT, PF, INTERMEDIATE GRADE DEFORMED CU WITHIN 1/2" MIN. CONDUIT -,,S 01; NEW'BILLET STEEL. C071,,FORNIING TO AS'UN,1A--r)15, GRADE 40, STEEL 40 A'"'TO` %PANEL W/ MANUAL NIOTOR STARTER SNVITCH BAP 3 - 9,8TITHN CU WITHIN SHALL BE BENT, LAP PEID,'� NI) PLA ef-,11'D IN ACCORUJANCE WITH ACT 314" ELEC. CON014T 2 111` PUMP ;CIOTOR iv/ RUILT-IN STAIN D R 1) S. 89, SOILD CU GROT37�1) WIRE ON7 ERLOAD SNYITC11 W/ 3­ 912 TI-IIINT 4. G R ?',TE IN IN-1 A IN T) RA TN 8 11A LL T-T,-,k �'E A TREE AREA OF 4 T I I\ I E S TIME AREA OF TO DRIVEN ROD, C.W.P. & EXIST. PANEL --,cU WITHIN Y2" iMEN. CONDT."IT THE SUCTIO.N LINE. ------- 'FINjE CLOCK 5. STEPS TO HAVE A 10"INTINENJUM TREAD AND A 12" MAXIMUM RISER. S.P.S.T. TOGGLE W. P. DISCO",,.`�-ECT POOLTO BE FENCED PER L()CAL CODES. 6. 7. GATES TO BF SELF -LATCHING, SELF -CLOSING AND LOCKABLE. TITS 12 VOLTTRAN ST, OR1\ TER (2) r . OL LI8. VESIGN, CONSTRI-3CTION AND *WORKMANSHIP SHALL BE IN CONFORMITY GF (GF1 NOT REQUIRED) 1117 ., , t, 4- JUNCTIONJM,)X WITH T PT'QUf RE";NTT._,NTS OFANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5; (1) SPA LIGHT ANSI/ NSPI 6; AND ANSI/AFSP 7 2000. GFI NOT REQUTRI"�-A';' 9. SPAS ANT! 11FATED SWT'tNJM 1714"G, PfDOLS SHALL BE EQUIPPED WITH A COVER 1. ALL ELE(A RICALTO COj'\I,I'T,Y N�;TTTI 2008 NATIONAL ELECTRIC CODE. D'ESTCNT, kE0T0N,1TNT1N.TkT7,E, ITEAT LCISS. EXCLI'TTONS: OUTDOOR POOLS 2. 3-#12'111"N CU'vVITHIN 1/2" NIIN. CONDUIT' FOR POOL LIGHT(S). DERTN,'!Nf= OVE,11 70 FEIRCENT OF THE EIN'ER(,Y FOR HEATING FROM 3. GROUND ALL BOXES, LTGTTTS. ?QOT ORS, El C. iv/ #3 SOLID, BARE COPPER. NON-DEPLETABLE ON -SITE RE( - 'OVERED SOURCES COMPUTED OVER AN 4. PROVIDE 74V-P.G.F.I. OUTLET 10' MIN. - 20'1�IAX. FROM WATER'S EV�_;E. FIXEMPT FROM THIS REQUIREMENT. 10. ALL FEATURES OF1 11E' '()01,I/SFA SHALL BE INSTALLED JNT COMPLIANCE Vk/17i TIU`, 77f)07 FLRi Ol),A, TB1,111AIENT; CODE - RESIVEINTIAL W/2009 DIg"AG-R-AA/1 A NTEN.ViNTET`TS, SE,"'_'TTON, R41 01 -PRIVATE 5�'N`111\11NITNG POOL AND LOCAL AQUASTAR 32CDFL - 32" CUANNEL DRAIN (316 GF,"l 3.9 FT'/SEC'--- RU GRATE SINGLE UNBLOCKABLE I C01"dFLIANT W/ AS1k,'1E/ANSI A 112.19.8 - 2-017 1`111`41SIT1 iLASTER, A NIA EINT 71PN, 1, ENT S, I F A N Y. 11. TOE­`�JDENTIAL POOL Ro'k RIMER SHALL COMPLY WITH 2007 W/ 21 jl� I E "�"T S FLO.RIT-DA BUIT,,T) 'I.N,G CO VIC-, ,009 A M EN X, - RESIDENTIAL R4101-17. 12, $OTT, STA4 E,1i11,`,Nj - INACCOR'IAINCE WITH FBC 2007 SECTION 1818, HVIIZ BEIAIRIN"'; CAPACITY OIL SOIL: BASE,0 UPON RATIONAL ANALYSIS,THE IN -PLACE BEARING CAPACITN'01, 'HE SOIL BENEATH THE POOL SHALL 32" 3 3/32" R, T 7 " 1 50 PSI AND 11000 PSI, .T RL 1, fT LATED STRUCTURES SHOWN WITHIN - k, TWES"'S PLANS AFTERE XCAVATIONANDONN CIPACTION IN AC1*k'1­0t-T,.)ANCE V, IIT CURRENT EDITION OF FBC. SHOULD ANY MUCK, IMARL, HYDROSTATIC OR 07"TTER QRk`;ANT('F0ILS PE T) ISCOVERED ON EXCAVATION, THEY SHOULD RELIEF VALVE BE PENIOVED IN'T IT"I'TR ENTIRE'i Y, ALL (CONSTRUCTION SHALL STOP AND TT' INEER OT r­,UC'0T*_,'*D SUALL RE, CONTACTED Tf ", CONDUCT AN 3 1/4TT r 0 R T 0 R CA "r °'_ F I N ',7- TF C­ T I ON. 8 TR U, C`t'URA L ELEIIIN MINIS ARE DESIGNED V�7 iTIT A T'E,Q'_;TREDBEARING ""'APACITYAS STATED ABOVE, UNLESS OTHERWISE S-111A FLOOR Sr,1,(_TT,7jT_p, T;'113TERGLASS AIN'T) N'TNYT., LINER POOLS REQUIRE 250 PSF SAFE REARING' CAPACITY UNLESS OTHERWISE SPECIFIED. 13. PSI INTITUNf SOIL BE A RING CAPACITY UNDER POOL SHALL BE 550 P.S.F. NIIAIN DRAIN SUCTION LINE 14. PCIP! !; CONTRACT0R/O'V,NNER BUILDERS TO VERIFY ALL POOL TIED T���GETHER AS SHOINN DIMENSIONS, 11001, LC OATION AND SETBACKS PRIOR TO CONSTRUCTION. NOTE: 25.9 SQUARE INCH OPEN ARE !.,A, ABOVE - PIPE SIZE PER (CONTAcT ENGENEER IF ANY DISCREPANCIES ACCRUE) 316 GPM = 3.9 FEET PER SECOND 15. POOL PLANS ARE DES!(_=NED 1`0,MEET THE 2007 FLORIDA BUILDING F, I -, A N CODE W/ 2099 AlrMFNI)AITENTS - RE577)ENTIAL-CHATER 41 SWIMMING POOLS -SECTION R4101.6. a 16. ENTRAPMENT PROTECTION FOR ST,*,CTION OUTLETS SHALL BE INSTALLED IN -vu ,.tail ".Aiarunel Main ENTRAPMENT D ACCORDANCE WITH REQUAREM.ENTSOF ANSI/APSP7-2006 AND 2007 FI3C W/ 2099 SCALE: 318" --- I'-011 AJ'vIENDM'ENTS - CITAPTER 41, SECTION 4101.6.6 L E G 'E"IN D 1. 2" VACUT_1fNJ LINE 2. 3" POOL MAIN DRAIN LINE 3. 2 " SKEN1 AMER LINES 4. 2.5 " 17 001, RETURN LINE 5. 2" SPA PETURN LINE 6. 2" SPA MAIN DRAIN LINE 7. 2" SPA SKINTMER LINE S. 4" SPA MAIN DRAIN LINE 9. 4" RET1.11�N TO JETS 10. 2" AIR SUPPLY LINE A. 2 HP JANDY STEALTH REC. PUMP 1,171 APPR HAIR & LINT STRAINER B. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE C. 1.5" TO WASTE OR DISCP11ARGE TO GR(-/"JND D. 40010'()0 1Y1U GAS 11EA-TER W/ INTERNAL BY-PASS E. 1.5" TO �NASTE OR DISCITAI-11,GE TO Gf?0UND F. CAR ri 'RIDGE FILTER W/ PRESSURE GAUG'E AND ,'Ill RELIEF VALVL G. 3/4 HP JANU)Y STEAL _' TH REC. PU_i%1P Ve'/A. PF1,­-!"xr1A1R & LINTSTRATNER 11. 3 HP JANDY STEALTH, TITERAPY PUMP 1. 2 HP AIR '.."LOWER J. VALVES (TYPICAL) PLUMBING NOTES: 1. ALL PIPING, EQUI PINIENT A 7`�'DNIATERIALS USED IN THE PLUMBING SYSTEM OF SWEN-1,�JING POOLS THAT APF BTALT IN PLACE SHALL CONFORM TO THE 2007 FLORIDA REST ID FINTIAL CODE NV/ 2099 AMENDMENTS, PLUMBING AND TION R4101- PRPV� TE SWIMINIIINNG POOLS. PT FRAME OR FILTER SEC j A TANK'IMO(IINT OR HEATER 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT 13/4 3/16 "TAPCONS USED AT POOL PUAMP AND FILTER EXCEED 6 FTI/SEC ONT BRANCTr7 1QT`CTJ0N LINES, 8 FT/SEC. or,'T SUCTION LINES I Po 3/4' 0 "13 1 L P,�� " 4 THICK AND 10 FT/SEC. PRESSURE LINES. THICK REINFORCED CO""CRETE SLAB 21, MIN. 3. VALIN711"S STLALT., BE�TAT'`E OF k!ATERIALS THAT ARE APPROVED IN THE F.G. PUMP FLORIDA BUILDING' CODE, PLU,;N1F7I`TG. VALVES LOCATED UNDER CONCRETE SLABS SHkL1, BE SET IN A PIT HAVING AT LEAST AF MENSION Of FIVE FILTE R DIAMETERS WITH A M OF AT LEAST 10 INCTIES AND FITTED WITH A HEATER SUITABLE COVER. ALL VAL\`FS SHALL 113E LOCATED WHERE THEY WILL BE READ11-Y ACCESSNBLE I "")R i�,T,�_T'\TENANCE AND REMOVAL. 4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR POOL PIMP, FILTER AND HEATER VERTICAL CHECK PATTERN. ANCHOR T`O­NTS -TYPICAL SIINIPSON TTGA 10 ITT RRICANE TIE -DOWN w/ 5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT 2 -11/4"x 3/16" STAINLESS STEEL TAPCONS IN SLAB & 2 - 3/16" STAINLESS STEEL SHEET BY-PASS OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE METAL SCREWS IN HEATER - TYPICAL AS SHOWN MEANS OF RETAINING WATER IN TTIE HEATER WHEN 1`11E FUNTP IS NOT IN OR SEE MANIfFACTUREIR'S TIE-1)0�1'N DETML. OPERATION. ANCHORING SySj,rM DESIGNED TO MEET FLORIDA BC11, 1.N'G CODE 2004/06 6. ALL PO ' OL PIPING SHALL BE 1 1/2" SCH. 40 PVC EXCEPT AS SHOWN AND t- (140MPIL 3 SECOND GIST LXPOSI.`RE Q SHALL BEAR THE HSP SEAL OF APPROVAL. 7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES POOL EQUIPMENT ANCHORI-ING DETAIL WHEN E",TPTY, FOR WATER TABLE UP TO Y-0" BELOW POOL/SPA DECK ELEVATJON. TION""'EVER, DL,E TO SEASONAL VARIATIONS IN THE WATER TABLE ELrVA'7jk'fO'N;,S. ALL 1'(_,Y`_)L/SPA SHALL BE FITTED WITH A 8. WATER SUPPLY ANT) VISP`�SAL SHALLBE ARRANGED SO THERE IS NO CROSS SUCTION WITH A T)OATESTIC WATF,R SUPPLY OF WATER DISPOSAL. 9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGEMEN-l"OF THE ADMINISTRATIVE AUTHORITY MAY BE USED TO FILL THE POOL IF EQUIPED WITH BACKFLOW PROTECTION. NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER A DIVING 130ARD, OR PROPERLY GUARDED. 10. ALL POOL/SPA PIPING SHALT, BE INSPECTED AND APPROVED BEFORE COVERING OR CONCEALING, "T SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACT TON OFT11E ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER TEST OR AIR PRESSURETEST OF NOT LESS THAN 35 PSI FOR 15 N'TINUTES.-JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA BUILDING CODE, I'LLiNT13ING. 11. ALL WATER HEATING EQU.IPMENTSHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 12. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER 2007 FBC W/ 2099 AMEN P-MENTS - 605.21. 13. GAS PIPING SHALL COMPLY WITH FBC FUEL GAS. SEPERATE PLANS AND L/ SPA Sjr r. k_� I "u"I CA r"T I k0_` N S PERMiT REQUIRED. I SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A POOL SIZE: 20'X40' DEPTH: YT06' RECOGNIZED TESTING AGENCY. POOL VOLUME: 28,139 GALLONS ELEVATION DET. ON SITE 15. PROVIDE 13,NCK FLOW PREVENTOR ON WATER SUPPLY. SPA SIZE: 9'-3" X 9-3" lbEPTI10- SPAVOLUME: 1,565GALLONS ELEVATIONDET. ON SITE TILE: STANDARD THERAPY JETS: _(6)) IN SPA POOL FINISH: MARCITE OR EQUAL SPA FINISH: MARCITE: OR EQ AL PIPING: SCH. 40 INLETS POOL (3) SPA (2) DECK: BY OTHERS ELECTRIC: BY OTHERS POOL LIGHT: (2) 12V-100W SPA LIGHT-. 12V-75W LADDER: NO HANDRAIL: NO POOL PUMP: 2 I-I.P. JANDY STEALTH SPA PUMP: 3/4 H.P. JANDY STEALTH THERAPY PUMP: 311P JANDY STEALTH FILTER: CARTRIDGE 3.1 HR. T.10. 11F,k:TER: 400,01'1 BTU GAS HEATER VACUUM LINE: YES POOL AREA: 836 S.F. PERIMETER 123 L.F. SPA AP EA: 93 S.F. i �ERIMETER 33 L.F. JANDY7­5�'--6 SYSTEM SALT GENERATOR DRAWN BY MAP CHECKED BY: wic DATE: 9-20-11 SCALE: AS NOTED JOB NUMBER: 11 - 167 SHEET 3 OF 3 00 O a�, c r� a , N "� p r WEST SIDE r, 3 , - CEMENT STUCCO SOUTH SIDE SHUTTER M L7 M 9 00 I o� PROVIDE HURRICANE SHUTTERS ON INSIDE FACE IF COLUMNS IN CLG. SOFFIT (TYPICAL A" OPENINGS) Revisions: 2 ADD SECTION FEB. 21, 2012 1 GENERAL REV. DEC. 2, 2011 No. Revision Date Drawing Title: ` IC 1l i f v „N -Awl- E0, I .. Drawing No.