Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BPP-05-19-1111, 1420 NE 101st St (2)
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1420 NE 101ST ST, Miami Shores, FL 33138 1132050230050 Contacts MATTHEW ALLEN Owner VAN KIRK & SONS INC Contractor 1420 NE 101 ST, MIAMI SHORES, FL 33138 ROBERT P VAN KIRK JR Other: 3056732847 3144 SW 13 DR, DEERFIELD BEACH, FL 33442 Business: 9547554402 esandoval@vankirkpools.com Other: 7863262747 Ins ection Re uests: Description: INSTALLATION OF NEW POOL 12'-4"X42'-91/2" ? Valuation: $ 158,850.00 Ins a tion Reo -- 15,927+415+3,381=19,723 GALLONS. INSTALLATION OF A NEW SPA 5'X8 897 GALLONS.�' *0 Total 5q Feet: 0.00 Fees Amount Application Fee - Other $200.00 CCF $95.40 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $71.48 DCA Fee $47.66 Education Surcharge $31.80 Permit Fee $4,565.50 Planning and Zoning Review Fee $35.00 Scanning Fee $21.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Technology Fee $119.14 Total $5,371.98 Payments Date Paid Amt Paid Total Fees $5,371.98 Check # 110068 08/01/2019 $5,171.98 Check # 43392 05/16/2019 $200.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named cofitractor to dot;kteNwork stated. Authorized Signature: Owner / Applicant / Contractor / : Agent August 01, 2019 Page 2 of 2 -4 :erg Miami Shores Village Building Department s1oz91�dW i \0 �\ g p a'aAiaa ��•- ..� ;\t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 w �� FBC 20 i BUILDING ✓ "�j� 7;���J Master Permit No.V)T?- 0S PERMIT APPLICATION Sub Permit No. MBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1420 NE 101 Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#:11-3205-023-0050 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Matthew & Elizabeth Allen Phone#: Address:1420 NE 101 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Van Kirk & Sons Inc. Phone#: 954-755-4402 Address: 3144 SW 13th Drive �yvul City: Deerfield Beach State: Florida Zip: 33442 Qualifier Name: Robert P. Van Kirk Jr. Phone#: 954-755-4402 State Certification or Registration #: CPC-045956 Certificate of Competency #: DESIGNER: Architect/Engineer: D 0 r1 a I d H Cn S Q Y2)/LQ, �-aASS O C I V+A4ALa)- Phone#: � 81�5- g"I Address: T City: Col,-J ' 'F( 'h�State- Zip: bl J l(� Value of Work for this Permit: i / Sauare/Linear Footaae of Work: Type of Work: ❑ Addition ❑wblteration Newer 1 ❑ Repair/Replace ❑Demolition Description of Work: =nS-}-Gl.Urdcj,-,% o4- eL N eta _Pd 61 1 Z' 4 "x Li 2 — q ?" 1 5: q 2 1 -�- 4151- 3.3X I = IU779 aoIIAfNC .-rr. Arlllo.-4.cjn n4-& L,tA.)Soo. Six S�' ITI olc i' I0 4S- Specify color of color thru tile: r n � Submittal Fee $ �� b I Permit Fee $ _ 914agrOS - � CF $ � � 0.40 CO/CC $ �7 /w Scanning Fee $ L- I �� Radon Fee $ _1T- • &4y8 d DBPR $ �• Notary $ Technology Fee $ q • ! Tra4go/Education Fee $ • 9� Double Fee $ 0 Structural Reviews $ ' OA Bond $ r q co TOTAL FEE NOW Dt �, � '1 � • 1�-- (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature �' / OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of ��.�'� 20 [ O' ' , by Matthew & Elizabeth Allen who is personally known to me or who has pro b r1 V,,Q/) �1 (,� wY�" as identification who did a an oath. NOTARY PUB Sign: � � Print: Vnn _ rlp./� I inn k i l Seal: The foregoing instrument was acknowledged before me this _ day of 20 • , by P'4 n/ who rsonally kno to me or who has prod Pid as identification d who ' take an oath. NOTARY PUBL16`7• ' Sign: C/ Ekabetl) S COMN118810N # GG 070833 EkPIRFS: June 7, 2121 c Florida Commission. G�� 30615 Expires 3 2T2020 aondod Thru Notary Public Jndenariters APPROVED BY/ Plans Examiner 7 t Zoning "I'll Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned Matthew & Elizabeth Allen is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: 1420 NE 101 Street Whereas, the undersigned owner(s). q :-( �j i- El i 2: a e_r1 desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. � OWNER SIGN & PRINT OWNER bIGN & PRINT Matthew & Elizabeth Allen I Hereby Certify that on this day personally appeared before me and has produced ID # fi `5()-12'1- tea- 587-8 as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of 20� 17111 RI DA (Revised 05/2209 .`1 P�� ROB_RTVAN KIRK Ill NIMY C0M.M1iSSi0N CG 070833 9 E7 kES- Jane 7 2u2l j 41 t Bondod ili u NotaryPUNIQ 11n0F Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date I Va 4 2-6 1 C-\ . Miami Shores Village Building & Zoning Department Attention: Building Official certify that I am the legal owner of the property described as Matthew & Elizabeth Allen , located at 1420 NE 101 Street In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the M Legal Owner. TCk�c�-1 Note: This certification is to be submitted with a swimming pool permit application in duplicate. Miami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, Matthew & Elizabeth Allen, does hereby attest that (Property owner) The attached survey, performed by 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (Name of surveyor's company) For address: 1 H 2 o N C o I s4 • M I Q m, ► J Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect fin inspections as applicable to this or other permits. u er, Affiant say h nau t. Matthew & Elizabeth Allen Propert wner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of Affiant is personally known to me, produced t)r► A-V\ Li WL -as identification. Revised on 5/22/2009/ Revised on 6/12/09 Vie KGG {U 833 MY COMMISSION 4 CC 0"21 Ey,PIR�S;June 7, 2021 Bondedlb u No±ary, -�..+ ,14 Van Kirk . - & SONS 'POOLS & SPAS fl.Iti-740t3A3 ............. . . . . ...... -- . ............ ........... . . ..... ............. .. . ... .. ....... .. ... Ad—U - 1, � I ............. . . ............ ........... V"w . . .............. . Jwr ar --A. 1h.1 tin —I—I Party fI# faith It,— I, m. eg.I 1'.— ;1. Vr -Iy 'f I,' X1I III, f.it lw�" :L k I)" by C—t—t.' and !N't 0 party III: -fli.iIy I'. —xft li, s 'E.R.SOF PAYMENT, If I,, Z y III,, p.1m tz—lo et,;( . t"'—f pay—P1 '0 kAI, IN , P-1. I�Iz-le - Ik", d-. +Apm' UIIII'o It is Wdh'z ap—d thal 'he'shall -d flw 1W —*Q Jay:-m td 'HI » art l, aacI.S. ad'41"-z i b. L.: — 1h, fl'Iltl E1,SCAILATION CLAUSE, It (—t—lo t,, 4 ix: NI I,,"ak- n W W?t tho 0 VIkirk jjja'Y I n.�� I x 1 3 P.�vf—I SCI-11 k—; F'-tr 1, 1 this DI Is I U'U; Sllm'i PAIMERr (coNSTRucm"EMO PHASE) SCHEDum V V. eTeuw MD MSWWAL SWK OF MIR ............. pav— Va., KIrI; — VA11W N 10. -111,111m. .,I ,,;S Ott " 1111mo, uwd t' ft X01,W1 fild: waf—. i,, V11 15dc & S—, !T..fftm" 0IM fkxJ r; I I1 mom s 6m TAaw 'rm. Rk*zI 11 U. 11-1. .0 dim" p, . . ........... . . . . ............... WK "Q, P,.tk) . ......... .. . . . ........ . — --- ........... I Siza WIdth t el ktext� OR, � I — - - — — ------- , .. . ...... . .. . . . ....... . .. . ........... D.vth MWN N"; EI-att- w Bj.yan TQp TI: C-pInq DIQ & mwl-1 Electno HWo, .. . . ........ --- - — - ----- -- INg & Drrgl N-1: t. P1W Gas H,,atot BIU Gpa . . . ...... . . . ............. . . . . ....... i Ga11—k,, 01—! DIN, 9"I.11 M.'.Nne ty at E.Wzmg Pawl ot'. Width St. Raised Padasiaf L".gm # ... . . ........ PI .1tb:' 9 p'r plan .. .... i., -- pmi pump PT�'Si Fitter Hand Rait Ladder . ... .. . . . ............. . ........ .... . . . ............ Bubbler LSD Burbler owoff SwIt"nfo, PmIp & 11gli pied at p.�MI, 8 ,IctcIns "ov nd ad a e I corne Upgmde, topo'er Opowner ... ... ... ...... I Raised Wail Viat.ffaff StumtIe.41 Standard w&terdeV.'I-.f'3' ................ . ------ ........... .... .. . — Any "I'Al, — . 1' w 11, , I,iTI.W . . . .......... FemIc LF ........ . .. . ........ . ........ timif�g Ron'— & Nwt pkxx P"b-� .......... Salt Syst". ...- 1— . . ......... wxt AwmIIt ....... ... ---1--...............__._.__._.----------- Arty ol Ild nv —r- --.- ............ fla:-*11,A,v r"vwWir by nwrwz zod and spiokkr5 by h✓"o'. nc'lxlr -T"I-, - L'=6m'i . R�L M 11,111�r.l,;d b f"" W1HCV TO OWNER: DO NOT SIGN THIS AGREEMENT IF ANY ITEMS SET FORTH I, rfi:E LE. toiI.— TATi ok HAY ift COMPLETM AGREEMENT. 0.— tht. "-?) wr'ufl— p*0 vt.,Ifi �WaS D,.d J O—W MI, 0". 0.". kjo,.' 6itAp—C. V—thn tL-- 'I IAIIA' ".-A.- to i,04 N-A .. . ......... . ... . ..... . DATED: ...... — — --------------- -- - ------ OATFD�-- . . ..... ..... . . . ....... .... CONTRACTORAN 9 SOW,% IW,. yt'� . .. ........ . flNrul. 'o Y. SALES ASSOCIATE ACCORDING TO J11ORIDV., CONS1111XVION LIEN LAW (SIXTIONS 713.WI413,87, FIA)RIDA SfATUTWO, THOSE WIM WORK ON afgz;t PROPERTY OR PRONIOP M116TBRIALS AND SFUNIMS AND ARR NOT PAID IN FULL WAYP A RIGHT TO ENFORCE TIWJR CLAM FOR PAYMEPIR' AGAINST YOUR PROPERTY. THIS CLUNI I,; KNOWN AS A CONSTRUMION MEN. IF YOUR CONTRACTOR OR A SUBCONUILWTOR FANS TO R&I SUBCONTRACTITIRS, SWINSUB(TINTRAUVO&S, OR MATERIM, SUPPIMS. 1110'113 PEOPLE' WHO AJO3 O%VED AlONv'Y �Mky LOOK 10 YOUR PROPERTY FOR Ptymwa' FVFN IF -,()It HAYS ALREADY PAID YOUR CiONTIL-W-TOR R, FLU,, IF YOU FAA, TO PAY YOUR YOUL COWII.Acrou AlAYA1,80 JIMIT3.k LIEN ON YOUR PROPE'RTY, Tfift, AIPANSIV A LIEN IS FILED YOUR PROPERTY COULD AUAINST YOUP, %-UJ, TO PAY FOR IA13OR, MATERIALS. OR MR E, RspRVIC L"'� Tjj.vr YOUR t)ON,11 RA CTOR OR A SUBW NT R AffOlt N1 AV HAVE If,"I tlb T4 ) RAY 10 PR"wr YOURSELF, YOU SIIOUUJ 'mmum IN TRLS COXVRACT TRAT BEFORE AM PAYMENT L' YOUR (ON, PRAmIx t5 RIAInhuit TO PROVIDE YOU WITH A WRITTE N RELEASE OF LIP-N FROM ANY PEMON OR COMPANY THAT RAN PROVIDEOTO YOU A " &OTICY"ITI OWN EM FLORIDA'S CONSTRUMON LIEN LNW IS COMPIM. XND IT IS REWMMENDIA) THAT YOU CONSULT AN XfTORNE't THE TERMS AND CONDITICNIS CONTAINED 01,1 THE REVERSE ' SIDE. OF THIS AOREEMENT ARE. A PART OF AND ARE IWORPORAt EO INTO THIS N4z1`IF.f MEN-,, C=) Sindia Alvarez From: Sent: To: Cc: Subject: Attachments: Hello Ms. Alvarez, Elizabeth Sandoval <Esandoval@vankirkpools.com> Wednesday, July 03, 2019 10:28 AM Sindia Alvarez Robert Van Kirk III Allen Pool Permit # BPP-05-19-1111 SKM C25819070310190.pdf EIVED 3U 03 2�19 The total contract started out as 283k for pool/spa, fountain, cabana spa. The client decided to make changes eliminating the cabana spa and making the pool smaller resulting in a credit of $71,919.99. Making our new contract $ 211,080.00. The fountain permit was picked up and paid for, leaving the pool permit fees, 172k pool/spa contract amount and 80k pool/spa job cost raw labor & material. We want to make sure that we pay only the pool/spa permit fees based off the 80K job cost raw labor and material, we do not wan to pay twice for the fountain permit and the cabana spa was eliminated form our contract so we want to make sure we are not paying permit fees for it. Job Summary Contract Summary Estimate Amount $ 0.00 Contract Amount $283,000.00 - Deposit Received $ 0.00 = Balance Contract $283,000.00 + Total Addendums $- 71,919.99 = Bal Cont + Add $211,080.01 Thank you Elizabeth Sandoval Permit Coordinator, Van Kirk & Sons Pools & Spas 3144 SW 13th Drive I Deerfield Beach, Florida 33442 Direct Line: 754-702-3428 1 Fax: 954-834-0435 esandoval(a-)-VanKirkPools.com I www.VanKirkPools.com . . .... ...... ...... .. ...... .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... .... % i I -;-Van Kirk a SONS- 114450i POOLS & SPAS . . . ....... . . ..... VIM- -WAV 11-11.Tis by wAh M.-, -31 - S- thoOti- tw" .......... . ....... .. .......... . ..... .............. . ... .... ....... .. . . ... .... ... . ..... . . ..... . ..... ...... .. .. ...... .. . . . G-t.- P.-- A, P. tj 0""A M I,:, CW- ASir-- -ft -I 0w, a&d ;q"., '. e Ii'w 6�-:r;- F.it-ev' TERMSCIF MYNIM. ,"kL.,ytAbTth..l,.Yt`:tY ,.,..Sh.ii,.;-t"k,T-,Ha:.Z:,:3h..,-".g-,(.";-. IQrs 0 'w 'w 'gly -S'm�ll -�lt thi,; , �tA Fitt tit, W Jv n .,A a. -t,t" d.,-W, dida :lfi -,,I �-.l �I- ilr 1-11 MAAADON CLAUU! '---h Ill% !,,19 Wt� l.i-, � l 011'1.' llftml d,ir;-... -I f 1.11 Ccgli'F%lh ti� -' 1'� ES ul il.. $f"', 1� h'?, f'A- I-— . R! bt, f'Y V-; he pp" 0" "jve;' fh* "; I'�� Aq;ti�''�,�'= "r "i V-V 113^':- 7?:.1 ;X-ll V to Y, .. . ........ . - wr ......... . i-" .. ......... ... . ............. 43�`10 i� RIM MIX �3:1 M'-3W I'M x'dfiakGIlm"FE"I., M MvEclibA tw R. ........... .... . .. . ..... y . .......... . . M.0 wo as wabm-, IR 0,,w Aill . . ......... . .. . . Fence U El . ....... . . . . ..... . . . ............. aia wate.. ... Y. 1 -t . ... . .. . . coh'y ly�* G . ...... ..... . ..... . .. . .......... "n'w, Ln ............. . . ........ EAi.tiieg Fenm B,,iwl - . ........... . . ..... ........ . ......... I, 00f F, IF i, . . . . ....... . Syi-,mt� iE�,� at .......... .. . ........ . . . .......... . . ....... TII . 'Otam . . .. ... ..... . ............. ...... . .... . ... .... i . .............. p N�iit . . ....... 4 G'au Haaltiv a7l'o Gc!!�j ... . . ..... ... .......... .. ot G�, H.,A,I., by Mm"'o Iwku I p"Cl 0.at P-i ..... . .. ..... .. . SDfl 5n . ... . . ...... . ....... ... . ... ......... k ryaby a,'f fi--o m . . . ........... .Stw P"'Ji Et ptxnp low'6- ...... lly .... .111 . .......... ... COIE .......... 21-rtli � . .. ....... . ..... . pow bylwlI —.vld- ..v........... ft p1wl ....N.....v..... ...... via . ..... .. ...... . . . . . ....... . ..... ... .. . ............. . . ....... . . ....... *sett It . IVat - . i2i1 ......... . ........ ... ...... . . ........ :anY P'Wi z.- . . ....... .... . . .... . ............. T', i-Sl . .... PQ . .. .•............. ...... 14 - . . . ...... . .......... . ..... ROVEnl waff'ro • so : s: 00 soo. fwT= TO OWNW, DO MCA VON TIRE, ACREMMENT IF Ar ITEMS SV FOWK HEREIN ARE LEFT MAN& it F-S A,K- c)p ag:0 Compm-EAREEMENT, a�di11-1 1�1 Le . OWNER: t d DATED: 10 '.XaD ..... . ............... . ...... ... CMTRACTOR, vAN FIRE d fzc��41S' RIK". IF s 0 00 so 0 it, . . ..... .... ..... 150MATE %ALES AMo AMORI)ING 'lv flownkN cuhs�FRUF-"OK URN MW (?!HMONS 733,001-71SX, FLORIM 9P4MYS), THOSE WHO WGUR ON YOUR MY TIRTY OR PROVIDE NLNfpmlms AND 'EMUES AUND ARV Mf FAR) IN FVU, 11,071 A RIGHT TO ENPORCEMPIR (IfAM FOR PANXIINU mi"JWr YOUR PROPERTY. TRIS CWM IS KINOWN AN A CION-STUMTION IMN. IF YOUR CIOWWiMg OR,&S(jOMN-TRA(wIVR FAUS V) PAY OR NVIGBRIAL SUPPIAWS, THOSE PEQPIJi 'WRO ARE OMD MONEY MAY LOOK TO YOUR PROPERTY FOR IINUN IF YOU H-AVF AUM.NDY PAID YOUR CONMRACTIOR IN FULL, IF YOU FAIT, TO IAY' 101IR flItNTRACMR, YOkIR WN'T'RACTOU MAT ALSO HAVE A IATFN ON YOUR PROPUM. THISIMEkNS IFMUN M PUXD YOUR PROPERTY I)OVID DEMILD AGAINSTii6�11. 0• :0 so, .:. WILL TO PAY FOR LABOR, NINPRIMIUB, ORMIYER 5T R47CISS TIIxVT YOUR COMIRACTA)R OR ASIUMONTRACIrOk AM HAVE FAf[EIPTO PAT. TO Punwrymmmu, YOU. moul'OnIptu.-Tr IN' ANY PAYMENT M MAD YOUR 4,K)WRACYOR I-, nQUIRED FLORIDAISMWIMUCTION LITIN MW IS CIUMPLUX. AND Tr IN RECATMM&NDFU llf-,Vr M WNSULTAPT IMOUNKY, VIE TERN" M0 OQMfXMN$ �TA,N� UN THE OF VIIS AMEMENT AREA PAM Or, AND ME INCORPORAITED MTO IRIS ACMUFM Date Services Performed By: Services Performed For: February 14, 2019 Van Kirk & Sons Allen Residence 3144 SW 13th Drive 1420 NE 101 Street Deerfield Beach, FL 33442 Miami Shores, FL 33138 Licensed & Insured I CPC: 04956 CPC-. 1456646 CREDITS Pool Size Smaller / Less Structural Work due to the smaller size = $2,745.00 pool Less Piles from 36 Piles to 22 Piles = $9,000.00 Bench running the lengfh of the pool removed = $3,000,00 Minus I jet in the spa = $175.00 :000% Minus I 7-Color LED light in the spa = $950.00 .00 00 0 0 :00..: 0 0 0 0 Cabana Spa = $65,000.00 & 00 0 0 0 0 TOTAL CREDITS = $80,870.00 ADDS Thicker walls for that detail = $4=.00 Additional pump on fountain = $650.00 Electric Heater, 137,000 BTU = $3,900.00 TOTAL ADDS = $9,050.00 TOTAL CREDIT TO CLIENT = $71,120.00 for f-uocf-fo / D (6A-rif U '. (MbalAa �pa 3. 9 W h ta4tr +t 0 I � aXV k&�- A O+hw CAtA WtkVj Wlrlea-d'� cbfy)VO-0 1420 NIE 101 Street Designer Kevin Von Kirk 1954.275.0660 I kyankirk,4vankilkpools,com Miami Shores, FL 33136 Design Assistant - Ashley Lodenquai 1 954155.4402 1 ashlev@�vanklrknools.com (-'rrdii -Allen Revdeoee - F`ebiwan 14,201P 9 From: < 1130@uma|,com> Sent: Mmday, February l4,20196:5SPM To: Asb|eyLodenquai Subject: Re: Van Kirk 8uSons ' CAD files for the Cabana Spa however, please forward specifications for the electric heater so we can address with CMA engineer on record and our plans to make sure there is enough power, etc. Good morning Lisa, == °°°° ° °° ° ° Thank for W he speak with yesterday,| �svery he�yuL °°°�° overtheapprova|AddeodVnntodey?/�b�"e�Robe�c�canMna�W�°°: _-MI ° the changes and then we'll send you the final plans for your approval. ° °°°° °°°°° In grace, Design Coordinotor, Von Kirk & Sons Pools & Spas 3144 SW 13th Drive I Deerfield Beach, Florida 33442 From: Lisa Allen [ma Sent: Wednesday, February 13, 2019 4:49 PM 1 °°°°°° = ° ° ° ° °° °° °° °° ° ° =°°°° ° ° ° °° ° ° ° °°°°°° ° ° ° ° ° ° ° ° °°°°°° °° ° ° °° ° ° °° ° °°= • D66 did the calculations and below is an approximate cast comparison for using Electric vs Gas to keep the pool approximately 83 degrees during the coldest months (65 degree ambient air): Cast per day = $24 a day to heat the pool with electric Cost per day = $40 a day to heat the pool with natural gas Cost per day = $30 a Clay to heat the pool a combined system of natural gas and electric WE HAVE DECIDED TO HEAT "ON DEMAND". THE INFORMATION ABOVE 15 VALUABLE AND ASHLEY HAS ADVISED TO GO WITH ELECTRIC AND GAS HEATERS FOR POOL/SPA. WE ARE VERIFYING THIS WITH THE ENGINEER ON RECORD. LETS PUT THIS TO REST NEXT WEEK AMD GO TO PERMIT. Thank you. In grace, Ashley Ashley Lodenquaii Design C'vardinatoia, Van Kirk &.Sans Fools & Spas 3144 SW 13th Drive ( Deerfield Beach, Florida 33442 Office.- 954-7554402 1 Direct: 754-702.3412 1 Fax: 954-354-40 ashle Vanl irkPools.co;n j www.VanKirkPools.com 2 • •••• •••• • • •••••• •• • ••••• • • • • •••••• ,A.shle Laden uai From: Lisa Allen <lisaguanci1130@grnail.com> Sent. Tuesday, February 12, 2019 3:57 PM To: Ashley Lodenqua Subject: Fwd: Van Kirk & Sons - CAD files for the Cabana Spa Did you ever receive this below please call me ---------- Forwarded message --------- From: Lisa Allen <lisa uanc� 113,, �0� �i1 ctlm> Date: Fri, Feb 8, 2019 at 5:39 P Subject: Re: Van Kirk & Sans - CAD files for the Cabana Spa To; Ashley Lodenquai <aIodenqu { var kirkpools.co CC: Aura Abate <AuraL&. aciodb.com>, Don Cesarone <dcesaronejrr ankirkpoois.com>, Do% crone J1L... <dc ,vankirkpools.com>, Francesco Lignarolo <Francesco@waciodb«com>, K.evin•'Vankirk ... <kvanklrlc i�ani{1 C £ll s«Clm> • • • • • • • • • s • • • • • ;Soso; s•S• •••o •so•• See below. •••••. o. ••:••' On Wed, Feb 6, 2019 at 10:05 AM Ashley Lodenquai <aloden uai vankir ools.et►f=*trot+e: s '. % •... Goad morning Lisa & Spacio, ••.• :"": t �•,� Thank you for your time yesterday in meeting to review and coordinate Lisa's project. Attached is a Meeting Recap & Next Steps from yesterday's on -site coordination. Additionally, for CMA, please request the CAD files for the amended indoor spa including a wall section detailing the wall thickness and steel layout. Also, if possible please request 12' walls for the indoor spa as this will best suit the jets that are part of the indoor spa. WE ARE ELIMINATING THIS PIECE OF THE PROJECT. I ADVISED ASHLE'Y TO "HOLD" AFTER WE RETURNED FROM OUR MEETING WITH THE ARCHITECT. THE INITIAL INTENT OF A STEP DOWN FLUSH SPA EXPERIENCE WAS REDESIGNED BASED ON CODE. THIS WAS JUST BEOUGHT TO MY ATTENTION THIS WEEK. WE CAN NOT GO INTO THE VE ZONE HENCE THE REASON FOR THE DISCUSSION, THAT DON III POINTED OUT WHICH WAS AWKWARD TO WALK UP STEPS AND THEN DOWN .ANT? AWKWARD TO GET OUT. WE MADE A DECISION TO REMOVE THIS PART OF THE PROJECT AND COVER. THE HOLE TO RETAIN THE FOOTPRINT OF THE ROOM FOR MASSAGE TABLE, etc. PLEASE LETS REVIEW BASED ON THIS AND ADJUST ACCORDINGLY. THANK YOU FOR ALL OF THE TIME AND ATTENTION VK TEAM IS PUTTING INTO THIS. FYI I GOT SLAMMED WITH A BILL FROM ARCHITECT FOR RESPONDING TO ALL OF THE CLARIFICATION QUESTIONS REGARDING THE POOL" I AM TRYING TO MANAGE COSTS. PLEASE DIRECT ALL QUESTIONS THROUGH AURA. Sindia Alvarez From: Elizabeth Sandoval <Esandoval@vankirkpools.com> Sent: Tuesday, July 23, 2019 3:46 PM To: Sindia Alvarez Cc: Arlenis Silvera; Yanady Prieto; Robert Van Kirk III Subject: RE: Allen Pool Permit # BPP-05-19-1111 Hi Sindia, Thank you for speaking with me over the phone, I spoke with our general manager Robert Van Kirk in reference to the pool spa permit invoice, we figured out what is happening. The 211,000 contract amount that our permit fee was based off is inclusive of the fountain however the fountain permit was already issued and paid for. The pool and Spa contract amount is $167,580.00 and this is the amount that our pool/spa permit fee should be based from. The builder called today and said he is ready for us to commence if there is any way you can pass this clarification to Mr. Ismael Naranjo for review. T Thank you again Elizabeth Elizabeth Sandoval ••••.• Permit Coordinator, Van Kirk & Sons Pools & Spas 3144 SW 13th Drive I Deerfield Beach, Florida 33442 •.'..' Direct Line: 754-702-3428 1 Fax: 954-834-0435 • • • • • • esandoval(a)-VanKirkPools.com I www.VanKirkPools.com • .... ...... • • • . . From: Sindia Alvarez <Alvarers@msvfl.gov> '•:..' Sent: Friday, July 19, 2019 10:48 AM To: Elizabeth Sandoval <Esandoval@vankirkpools.com> Cc: Arlenis Silvera <SilveraA@msvfl.gov>; Yanady Prieto <PrietoY@msvfl.gov> Subject: RE: Allen Pool Permit # BPP-05-19-1111 IEXTERNAL Good morning, Please find attached all invoices for the above referenced permit. Best Regards! For Ins ;o Request or Permit s you can visit our NEW online portal! http://bldg, msvf l.gov/energov_prod/selfservice#/home 1 SimdiaAlvanez Permit Clerk, New Business Help Coordinator Miami Shores Village 100SONE2Ave Miami Shores Village FL33138 Office: 3OG-735-Z2O4Ext:4852 Fox:3OS-75G-8972 From: Elizabeth Sandoval Sant Thursday, July 1O 20199:23 AM To: SindiaAlvarez Cm AdenisSikera YanadvPrieto Subject: RE: Allen Pool Permit # BPP-05-19-1111 Good morning Ms. Alvarez, Thank you for getting back to me, may I please receive a permit invoice? Elizabeth Sandoval K4Permit Coordinator, Van Kirk & Sons Pools &3oaa 3144SVV13th []hma | Deerfield Beach, Florida 33442 Direct Line: 754-702-3428 | Fax: 854-834-0435 esandoval(�-Vanl<irkPools.com | From: SindiaAlvarez Sent: Thursday, July 18,2O197:34AN To: Elizabeth Sandoval Cc: AdenisGkera YonadxPrieto Subject: RE: Allen Pool Permit # BPP-05-19-1111 IEXTERNAL Good morning Ms. Sandoval, The new contract for the above referenced permit has been approved. The new total for the pool permit including the subs is $7,210.57. 1 checked licenses and insurances and we are pending the liability insurance for the electrician (DAW electric inc) and the liability and workers comp for VanKkirk. If you have any additional questions please do not hesitate tocontact us. 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT 1 (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or'iastalled'at• • 1420 NE 101 street Miami Shoresi n, and heedb)C': affirm that one of the following methods will be used to meet the requirement.% pJ.K japter 51t Florida Statues and the Florida Building Code R4101.17. 6666 0 • • :**Goo Please initial the method(s) to be used: • The pool will be equipped with an approved safety pool cover that comp Iie�yyiASTM •'� F1346-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida•6Uildilg Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of • .; . . - attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturers 5 cifications). A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry ence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type an o tioryof all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the p of perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.Oa or Section 775.Q83 F.S . This form must be signed by the o Aer/agent and the prime contractor. , CO RACTOR'S SIGhATURE AND DATE OWNER'S SIGNATURE AND DATE `SL`fa-e. V,,,, k-I / �iY • Matthew & Elizabeth Allen CONTRACTOR'S NAME (PLE SE PRINT) OWNER'S NAME PLEASE PRINT) G� Df NOTOY PUBLIC NOTARY PUBLIC aR flpElizabeth Sandoval a NotaryPublic- StateofFlorida UT �� Commission#GG30615 9T Q� Expires 3/27/2020 Fp�py� ROBERT VAN KIRK III MY COMMISSION # GG 070833 :�» b EXPIRES: ,tune 7, 2021 . Bandod i h;u Notary Public Undorwriters : Model: 4187o • aril! POOL OOMTAMM , 20 Fr 9,9W pos. 40 FP 19,Mpa. 40 Hlx 22.M Poe. t Ni eoc`: wwllor:.� u,e.eaonaiet oi.emaN� l� IMOr�Mooeraoronlryinn . • ar.inn poMafion ► Adel pnbfv ph"met button 1bh CLOW 104150don e+ w1rdY�rnr,rilrR houoM� • b Pig u oor for MddibIr do a fan n door • • • • a • • LOWbOWLEDd** •!Y• D AddlftW pm~ kMon for Fl-kjj w6 w d#w dd: so•li&f = to,irMhnd�d tr kd Mw or liar m • • • . w bdbY ll NO (not bukdKL • • • • • • ld UPC Offaodo:01a875IBM i . !. b+ Pool G and AWm UBA FdW ft GA S10 and No. 8,727,818• • D ETL Approved under UL 2017 akwdkm i I www.bt ftmid.©om ( Omme Avdnb Pm U84Miti 1 aimdty ftftb (M) MM u QUEST f", I { Atlas Construction Company 1375 Marseille Drive Miami Beach, FL 33141 Attention: Mr. Ray Aquit Dear Mr. Aquit: Consulting - Engineering - Testing November 21, 2018 RE: Augercast Piling Inspection Allen Residence 1420 NE 101 Street Miami Shores, Florida QuEST Report No.: J-18351.010 Pursuant to your request, Quest Engineering Services & Testing, Inc. (QuE$17 has peiformpd auger cast pile monitoring and inspection from November 2"d through November 16, 2018 at the above referenced project. The purpose of our inspection was to monitpr•pme installbtlon operations. ...... A total of two hundred fifty one (251) piles were installed for the proposed ikojeC as they were staked by the surveyor. All piles consisted of fourteen inch (14") diameter auget casginrptace piles and were drilled to a depth of thirty five feet (35') for the planned new pool. 0006 As a mutual protection to our clients, the public and ourselves, all reports are submitted as the confidential property of our clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. re We appreciate the opportunity to provide geotechnical services during this phase of the project. If you have any questions regarding the contents of this report please call. Sincerely, Quest Engineering ices & Testing, 41/ ZIP / 8 teza aeza avidan, P.E. Project Engineer Florida Registration No. 60223 Attachment: Pile Location Plan Pile Log IGNACIO J. CAl_ VO, P.F. STRUCTURAL F �i : ' This submittal has been revieA, v!*h design conoW and Irdormation ov ., ; Accuracy. coftipbbnae6, dimensions 9. -construction rttethods, sequence of . or, with oilier trades and perfOrimanC@ of syst' 'r ;e rt35i,,)nso*ty/ of the ContreCtorr, No excections t-t— Make co..,, ,.. '11"al No. O Rejected O Revise and rosubrnit 1Z-LOA Dift Quest Engineering Services & Testing, Inc. 2737 NW 19 Street, Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836 ` I EGEND f • • • • • • • • • • NE t0 -!TR SEET , , _. F • • • • • _ •_ p5¢st !&5 •. •,. SURVEY � b5CAv4f bAY iiA .]t i xl} ~_.'+ .,yes: Z=_-._- _ ✓ram rlrn �• 3N Y15 xM ltx ]xe 7 B ..,.. I A» N)ti Sot. _ �••B LEGAL OESCRIPTION'" i � .x ,�•.. Mm H• !x r BB �' • Ise. s • • ♦a Ixo _,M ,l, ,M ,x3 r:Ex • tax• ntR, 85... • • anwn ,.ems. aee . uue lwµ.:,.,r ,%,M� tit � Y S — ... a ,Q1Y YIE. t.x s . tH Iil3• toY to .x B : ± �14 �0.1 ffi ,x5 Mcl ,u l�xi .5 tb s.} S tx IBa rrnr Ixs s t. - x' . i� ,D x +t fa M62 I �� ,9N t )• „f •,ba • 9i • � • 1 xes u. s i x,z�xbe •>ar c.' .... r •tf7 „l. :1' _.: �.,...�. 92a •12 ^ i 83 x' IBx. •,m an. B „5 mn s� xi 'xz tFt iA'. #2+ r IM B 30, B _. ,40 32B • },I• Jos a +oT • iiH i' tt3 , .S9 - i�. Sx xaB B 1g C A Y NF BAY NOTES.—._., -... -••. _ FEMA FLOOD 20NF m:. BISCAYNE BAY e�♦ Miami Shores Village Building Department . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER SECTION 8-22 OF THE MIAMI DADE COUNTY CODE. I (We) have been retained by Atlas Piles to perform special inspector services under the Florida Building Code at the Allen Residence - 1420 NE 101 Street project on the below listed structures as of October 24, 2018 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: o Special inspector for compaction of fill under slabs on grade. "... • 0' o Special inspector for the installation of structural piles. Special inspector for construction of reinforced masonry structures. " . "; • • . • :.. w o Special inspector for welding and high -strength bolting. . • • • . • • . o Special inspector for fabrication and installation of curtain wall systems on threshold buildg•in o Special inspector for fabrication and installation of structural glazed panels. "•" o SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. . w R • The following individual(s) employed by this firm or me are authorized representatives to perform inspection • 1. Wilson Fernandez 2. Gnanabharana Nanayakkara 3. 4. . • • • • • • • • w *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by The Village. The Village building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed'by the Building Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name Reza Javidan P.E. ` Date: October 24, 2018 (PRINT) Address 2737 NW 19 Street - Pompano Beach, FI 49 Phone No. (954) 582 9800 AW AW AW AWCPW% PVO # : JlwdLr___ e P u m p V6f)ablle�- peed Pump 00.1 , _. Ar . i pump VARIABLE -SPEED PUMP Sri AW AW AW- AW!r . Fpumfw VARIABLE -SPEED PUMP Save up,to 90% on energy corsts iiIYA h t h'e. o Pu m p Va--r---iaU9L69-*0Sp6**8"d Pump" 00.0 . WiWfoday' %rasing energy; osts, saving energy ••••• is&a•rnust. Theppump;9 eight variable speeds aR8 high -efficiency n;o16r;make it the quietest and r>�ost eflcieslt pulrip available, saving pool •.••.• owners a tisjrj�ndous amount on energy costs. » Ultra -Efficient Operation Features an energy -saving totally enclosed fan -cooled REFC) permanent magnet brushless DC variable -speed motor for cooler, quieter operation and extended life. » Stealth'" Pump Technology Features powerful, efficient operation with a whisper -quiet motor and the largest smooth surface trap basket on the market for reduced maintenance. Packed with more user- friendly features including ergonomic handles and easy -to - read indicators. » VGB-Compliant SVRS Device Also Available Features Safety Vacuum Release System ("SVRS'•) technology to aid in the prevention of full body entrapment hazards in compliance with the VGB Pool & Spa Safety Act (P&SS Act). Utilizes an ANSINASME° A112.19.17 certified Suction Vacuum Release System. Zodiac Pool Systems, Inc. 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.ZodiacPoo[Systems.com Zodiac Pool Systems Canada, Inc. 2115 South Service Road West, Unit #3, Oakville, ON L6L 5W2 1.888.647.4004 1 www.ZodiacPoolSystems.ca DIMENSIONS Bolt Holes, Center to Center ePump Variabl6-Speed Pump Standard ePump part numbers and specs Horse- Recommended Carton Overall Model No. power Voltage Watts Pipe Size Weight Length'K VSSHP220AUT 0.25-2.2 208-230VAC 2,100 W 21/2-3" 71.5 lbs 331/2" VSSHP270AUT 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs 331/2" JEP2.0SVRS 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs 331/2" W 0 Lu w w v_ ,• ePUMP PERFORMANCE CURVES 0 e 0 VSSHP270AUT, 3450 RPM VSSHP220AUT, U50 RPM VSSHP270AUT, 3000 RPM VSSIP270AUT VSSHP270AUT 24M RPM VSSHP220AM,, 3000 RPM 1500 RPM VSSHP220AUT, 2400 RPM 0 VSSHP220AUT T 1500 RPM 0 0 low 30 40 50 EO 70 80 BO 100 110 120 1S0 1I0 150 tE0 170 t30 lw wo 210 220 2 240 26a FLOW GPM » Four Control Options - Completely programmable and customizable with four control system options: 1. AquaLink RS 2. AquaLink PDA Aqua Linl� 3. AquaLink Z4 4. JEP-R Pump Controller » Complies with Appliance Efficiency Standards (CEC Title 20 & ANSI®/APSP-151 and Qualifies for Utility Rebates*** * Up to 70 % quieter than traditional single -speed pumps. Results based on internal testing. ** Actual savings dependent on pump horsepower, usage and energy costs. *** Where offered. 02015 Zodiac Pool Systems, Inc. SL6205 Rev D 0515 IrSE ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license. All other trademarks used herein are the property of their respective owners. 32" CHANNEL DRAIN ACCESSORIES ADJUSTABLE COLLAR ADAPTER PRODUCT FEATURES • Use for Pool Refinish & Remodel • Adds 1/2" - 3/4" • Fits the CMP 32" Channel Drain • For a Perfect Drain Cover Fit and Finish V SUMP PUMP ADAPTER r V, rr-;I IrT Fr - AT I!,r • Completely & Properly Drain the Sump • Build -in Debris Screen • PATENT PENDING PUMP NOT INCLUDED - • . ...... .. . ...... . . . ••. .... • • • • . • • • . . . •..•.. • • • .. • . • • . • • • . • . • TM PATENT PENDING REF CMP P/N DESCRIPTION BOX QTY A B CZ N4P. everything matters POOL I SPA I BATH AN CS@c-m-p.Com I www.c-m-p.com (02014 CMP 10000-000-312 0114sb (ZNAPPOOL . PRODUCTS 32" UNBLOCKABLE CHANNEL MAIN DRAINS VGB �Sp • Unblockable Safety Drain Design • White PVC Body • Debris Guard Included • Color Covers for a Finished Look • 38.79in2 OD en Area Single a;M,Ll iSple Drain Usg �Seven `�epr 4fe :.... : .qjq Fjoor oC V nstallatipp.. 0 Three 2" Socket x 2.5: Spiigot Ports : s*'ItPMO Listed. .... ..... . .... ..... .... ...... ...... . .. .. .. ...... . . . . IAPiV1,0 LISTED FLOWRATES 2.5" OUTER 308 GPM 212 GPM 2.5" CENTER 200 GPM 168 GPM 2" OUTER 268 GPM 192 GPM 2" CENTER 184 GPM 176 GPM FLOW RATE VERIFIED MAY 2011 TOCPSC TEST PROTOCOL HEAD LOSS (Pa x 10') Results may vary,reference data only 40 20 0 FLOW 80 160 240 320 (GPM) WHITE GRAY ❑■■ ■ COLORS 10.0" 32.72" 32.44' BLACK DARK GRAY TAN DARK BLUE LIGHT BLUE 25506-320-000 25506-321-000 25506-324-000 25506-327-000 25506-329-000 25506-369-000 25506-359-000 25506-320-800 25506-321-800 25506-324-800 25506-327-800 25506-329-800 25506-369-800 25506-359-800 25506-320-900 — — — — — — 25506-320-100 25506-321-100 25506-324-100 25506-327-100 25506-329-100 25506-369-100 25506-359-100 25620-320-000 — — — — — — 25520-050-020 — — — — — — 25506-320-030 — — — — — — 10.0" DESCRIPTION DRAIN & SUMP 32" COVER SUMP BODY COVER & FRAME HYDROSTATIC RELIEF VALVE 2" NPT PLUG DEBRIS GUARD .38" BOX QTY 40 20 1 1 250 4S0 Table 1. Jandy Pro Series JE Heat Pump Technical Specifications MODEL JE1500T JE2000T JE2500T JE2500T3 JE3000T I JE3000TR JE3000T3 I JE3000TR3 VOLTAGE 230V/60HZ 230V/60HZ 230V/60HZ 208/230V/60HZ/3 230V/60HZ 208/230V/60HZ/3 OUTPUT' 72,000 BTUs 108,000 BTUs 119,000 BTUs 137,000 BTUs INPUT' 3.83 kW 5.03 kW 5.34 kW 6.37 kW COP' 5.5 6 6.2 6.3 OUTPUT, STANDARD RATING CONDITIONS— 67,000 BTUs 92,000 BTUs 106,000 BTUs 127,000 BTUs COP, STANDARD RATING CONDITIONS" 5.2 5.7 5.6 6.0 5.9 6.0 5.9 OUTPUT, LOW AMBIENT"' 46,000 BTUs 64,000 BTUs 74,000 BTUs 86,000 BTUs 86,000 BTUs COP, LOW AMBIENT"` 4.0 4.0 4.0 4.2 4.0 4.2 4.0 RLA (RUNNING LOAD AMPS) 19.87A 30.77A 32.05A 23.21A 32.05A 25.00A LRA (LOCKED ROTOR AMPS) 105A 178A 148A 164A 185A 164A MINIMUM CIRCUIT AMPACITY 26.14A 40.21A 41.81A 30.76A 41.81A 33.OA MAX OVER CURRENT PROTECTION— 45A 60A 60A 45A 60A 50A HEAT EXCHANGER Titanium COMPRESSOR Reciprocating Scroll Scroll Scroll CABINET ABS REFRIGERANT 64 Oz, R410A 78 Oz, R410A 78 Oz, R410A 78 Oz, R410A 118 Oz, R410A 126 Oz, R410A 118 Oz, R410A 126 Oz, R410A REFRIGERANT HIGH PRESSURE ALARM 600 PSI (reset to 460 PSI) REFRIGERANT LOW PRESSURE ALARM - HEATING UNITS 58 PSI (reset to 127 PSI) REFRIGERANT LOW PRESSURE ALARM - REVERSE UNITS 35 PSI (reset to 74 PSI) LOW WATER FLOW ALARM 20 GPM MAXIMUM HEIGHT BELOW WATER LEVEL 10 feet below pool level MINIMUM HEIGHT ABOVE WATER LEVEL 5 feet above pool level OPTIMAL WATER FLOW 30 GPM 42 GPM 48 GPM 48 GPM 57 GPM 57 GPM MINIMUM WATER FLOW 20 GPM MAXIMUM WATER FLOW 70 GPM AIR FLOW 2100 CFM 3600 CFM WATER TEMPERATURE DIFFERENTIAL (DELTA T) Adjustable between 1 OF to 50F UNION SIZE 2" WEIGHT 175lbs 220lbs 223lbs 223lbs 228lbs 230lbs 228lbs 230lbs •• • •• ••• •• ••• • • • • • •• • • • • ••• • •• • • • •• •• ••• • • • • ` Test Conditions: 80" F Air, 80% RH, 80` F Water, Outside the scope of AHRI Standard 1160 (I-P) • • •• • ••• •• • • • •• • •• • • • • • • " Rated in accordance with AHRI Standard 1160 (I-P) Max Over Current Protection refers to the maximum breaker size allowed. If this value is not a standard breaker size, use the next smallest standard size breaker. The breaker size must not be smaller than the Minimum Circuit Am acitY value. • •• • • ••• •• •• • • • • • • • • •• • • • • • ••• • • •• • • • •• • M Jandy® Pro Series JE Heat Pumps Installation and Operation Manual 0 e 7 Figure 1. Jandy Pro Series JE Heat Pumps Dimensions MODEL SIZE DIMENSIONS A B C D E F JE1500T 33" 34" 12.5" 9" 7" 39" JE2000/2500T 36" 40" 13.8" 19" 15" 43" JE3000T 36" 44" 13.8" 19" 15" 43" ...... •..• . • • • • . heat pump is separ�tgi , , the pool or spa by a 5 foot (1.5 • meters) Tiigh solid fence of other permanent barrier. • In Canadian installation$, the minimum distance to be • • • • ; maintgiped•from Md'44fde wall of the pool or spa is 3 mete%S4W*rox. 10 feet). Equipment Pad Place the heat pump on a flat slightly pitched surface, such as a concrete or fabricated slab (pad). This allows proper drainage of condensation and rain water from the base of the unit. If possible, the pad should be placed at the same level or slightly higher than the filter system equipment pad. NOTE Ensure that the pad is pitched not more than'/< inch per foot cm per toward the compressor end (front) of the heat pump. Pitch slab from back to front % inch per foot maximum and level from side to side. Condensation and Drainage Condensation will occur from the evaporator coil while the unit is running and drain at a steady rate, usually 3 to 5 gallons (11.4 to 18.9 liters) per hour, depending upon ambient air temperature and humidity. The more humid the ambient conditions, the more condensation will be produced. Keep the drain holes of the base of the unit clear of debris. If the heat pump is installed indoors*, means of condensate disposal must be provided * Indoor installation requires factory consultation Lawn Sprinklers Keep lawn sprinkler heads from spraying on the heat pump to prevent corrosion and damage. Use a deflector Table 2. Heat Pump Clearances Side of Heat pump Minimum Clearances for Operation Recommended Clearances for Serviceability Inches Centimeters Inches Centimeters Front 24 60 36 90 Rear 12 30 24 60 Left 12 30 24 60 Right 12 30 24 1 60 Top 60 150 60 1 150 NOTE: Clearances listed in Table 2 are manufacturer's tested values. These are given as minimum values. Where local and national codes apply, and values are different than those listed in Table 2, use the greater value to ensure safe and proper operation. if needed. Roof Run-off Make sure the heat pump is not located where large amounts of water may run-off from a roof into the unit. Sharp sloping roofs without gutters will allow massive amounts of rain water, mixed with debris from the roof to be forced through the unit. A gutter or down spout may be needed to protect the heat pump. Installation of Anchor Clamps In Florida, building codes require that the heat pump be anchored to the equipment pad or platform to withstand high wind pressures created during hurricanes. Other jurisdictions may have similar requirements. Please check your local codes for further details. This heat pump is provided with anchor clamps designed to hold the unit to the equipment pad in high wind conditions. Installation of the anchor clamps is recommended in all installations and are required in Florida (reference Florida Building Code, Mechanical Section 301.13). an;dyc- Proeries-, by ZODIAC° CV340 CV Cartridge Filter 340 Sq. Ft. CV460 CV Cartridge Filter 460 Sq. Ft. CV580 CV Cartridge Filter 580 Sq. Ft. Technical Specifications CV/CL Series Filters CV/CL Filter Head Loss Curves 28 26 24 22 20 18 Design 16 Head 14 Loss (ft head) 12 10 8 6 4 2 0 www.ZodiacPoolSystems.com • • Part No. Description CL340 CL Cartridge Filter 340 Sq. Ft. CL460 CL Cartridge Filter 460 Sq. Ft. CL580 CL Cartridge Filter 580 Sq. Ft. 0 30 60 90 120 150 CL340 CV340 Flow Rate (gpm) CL460 CV460 CL580 CV580 12 10 8 Design Pressure 6 Drop (psi) 4 2 0 CWCL Filter Specifications 28" §pecificatioris"and Dimelnnion�, CV Series Filters 11I8del No• ; • * # : •CV340• CV460 CV580 Tiger Area . • • :340.ft? • 460 ft2 580 ft2 Design Flow*Rate .37 gpm/ft2 .33 gpm/ft2 .26 gpm/ft2 Maximum Flow 127 gpm 150 gpm 150 gpm Six (6) Hour 45,720 gallons 54,000 gallons 54,000 gallons Capacity Eight (8) Hour 60,960 gallons 72,000 gallons 72,000 gallons Capacity Maximum Working 50 psi 50 psi 50 psi Pressure Cartridges Required 4 (85ft2 each) 4 (115ft2 each) 4 (145ft2 each) Shipping Weight 106 lbs. 106 lbs. 112 lbs. Height ('A') 41" 41" 47" Footprint 25" diameter 25" diameter 25" diameter circle circle circle Specifications and Dimensions, CL460 CL580 Model No. CL340 Filter Area 340 ft2 460 ft2 580 ft2 Design Flow Rate .37 gpm/ft2 .33 gpm/ft2 .26 gpm/ft2 Maximum Flow 127 gpm 150 gpm 150 gpm Six (6) Hour 45,720 gallons 54,000 gallons 54,000 gallons Capacity Eight (8) Hour 60,960 gallons 72,000 gallons 72,000 gallons Capacity Maximum Working 50 psi 50 psi 50 psi Pressure Cartridges 4 (85ft2 each) 4 (115ft2 each) 4 (145ft2 each) Required Shipping Weight 93 lbs. 95 lbs. 101 lbs. Height ('A') 41 " 41 " 47" Footprint 25" diameter 25" diameter 25" diameter circle circle circle Distance Between SYz 8'/z 8Y2 Inlet and Outlet 02011 Zodiac Pool Systems, Inc. SA6258 1111 ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license. and Pro Series OWNER'S MANUAL ENGLISH FRANQAIS ESPANOL Jandy Pro Seides:- Nicheless LED Underwater LigWt�' FOR YOUR SAFETY - This product must be installed and serviced by a contractor who is licensed and qualified in pool equipment by the jurisdiction in which the product will be installed where such state or local requirements exist. The maintainer must be a professional with sufficient experience in pool equipment installation and maintenance so that all of the instructions in this manual can be followed exactly. Before installing this product, read and follow all warning notices and instructions that accompany this product. Failure to follow warning notices and instructions may result in property damage, personal injury, or death. Improper installation and/or operation will void the warranty. Improper installation and/or operation can create unwanted electrical hazard which can cause serious injury, property damage, or death. ATTENTION INSTALLER - This manual contains important information about the installation, operation and safe use of this product. This information should be given to the owner/operator of this equipment. 0 0 CV CO Lo O 2 Page 2 L Nicheless Underwater LED LightsYj Owner's Manual Table of Contents Contents Section 1. Important Safety Instructions ....... 3 Section 2. Installing the Jandy® Pro Series Nicheless LED Light......................4 2.1 Preparing the Light Fixture for Installation .....................5 2.2 Installing the Light Fixture............................................6 .••••. Section 3. Wiring Options for Controlling '=;'•� .::•: :�•..� Jandy Pro Series Nicheless •••••• •• ••'••• LED Lights. .7 3.1 .Wiring to an AquaLink® IRS Control System .................. 7 •.. �.. • 3.2 'Mite Gauge and Length ................................................ 8 •..' 3.3 •.VViripg to a Switch..........................................................9 ...... ;. 3.4 :-Twelve (12) Volt Installation...........................................9 ...... . . . . • •• ...... Sec%or�4. Jandy Pro Series Nicheless ' •�+• 00 Underwater LED Light Operating Instructions..................................10 4.1 Light Synchronization..................................................10 4.2 Operating the Light......................................................11 Section 5. Designer Lens Series Options .... 12 Section 6. Light Cartridge Replacement ...... 13 Section 7. Winterizing....................................14 Section 8. Troubleshooting ...........................15 Nicheless Underwater L,ED Lights I Owner's Manual Page 3 Section 1. Important Safety Instructions IMPORTANT SAFETY INSTRUCTIONS PERTAINING TO A RISK OF FIRE, ELECTRIC SHOCK, OR INJURY TO PERSONS READ AND FOLLOW ALL INSTRUCTIONS When installing and using this electrical equipment, basic safety precautions should always be followed, including the following: A DANGER RISK OF ELECTRICAL SHOCK OR ELECTROCUTION. This.—% underwater light must be installed by a licensed or certified'eJe4riciar,*::. in accordance with the National Electrical Code® and applicage-local••' codes and ordinances. In Canada, the Canadian Electrical'(�ode and all applicable local codes and ordinances must be adhered te,J!Fnpro�v installation will create an electrical hazard, which could result1rl:deatJ7t'. serious injury to pool or spa users, installers, or others due.to.electrical. shock, and may also cause damage to property. Read and:follo;v thq... % specific instructions below. ' ' A WARNING Before installing this underwater light, read and follow all warning notices and instructions accompanying this light. Failure to follow safety warnings and instructions can result in severe injury, death, or property damage. Visit www.zodiacpoolsystems.com for additional free copies of these instructions or call Zodiac Technical Support at 800.822.7933 (U.S.) or 888.647.4004 (Canada) CAUTION Except when the Jandy® Pro Series Nicheless Underwater LED Lights are installed in an area of the swimming pool that is not used for swimming and the lens is adequately guarded to keep any person from contacting it, the light shall be installed in or on a wall of the pool, with the top of the lens opening not less than 4 inches (102 mm) below the normal water level of the pool. ATTENTION INSTALLER This manual contains important information about the installation, operation and safe use of this product. This information should be given to the owner/operator of this equipment. SAVE THESE INSTRUCTIONS Page 4 Nicheless Underwater LEI) Lights J Owner's Manual .. 0 0 0 • • 0 00 • . A WARNING RISK OF ELECTRICAL SHOCK OR ELECTROCUTION, which could result in serious injury or death. The Jandy® Pro Series Nicheless LED Lights are only available for 12-volt AC power. For supply connection, use only an isolating low voltage power supply with ungrounded output, evaluated and listed by a NRTL for swimming pool use. Section 2. Installing the Jandy Nicheless LED Light Pro Series A WARNING Risk of1bectrical Shock or Electrocution. This underwater light :Fmtl�t be -'Mulled by a licensed or certified electrician or a qualified pool ,•seryicerr.srrjim accordance with the National Electrical Code® (Canadian pbctrical'Lode, in Canada) and all applicable local codes and .ordinance';. IYnproper installation will create an electrical hazard, which �coLrid result im death or serious injury to pool or spa users, installers or ;QJhers due to electrical shock, and may also cause damage to property. Always disconnect the power to the light at the circuit breaker before installing or servicing the light. Failure to do so could result in death or serious injury to serviceman, pool or spa users or others due to electrical shock. Use the chart below to determine the appropriate pipe length for your installation. WATTS MINIMUM LENGTH FOR 1.5" PIPE JLU4C9W 9W 3" JLUW9W 9W 3" JLU4C20W 20W 9" JLUW20W 20W 9" JLU4C30W 30W 14" JLUW30W 30W 14" All products listed above come in a variety of cord lengths. Typical cord lengths are 50, 100, & 150 feet. NOTE: The lights are servicable - do not remove the enclosure or cord from the conduit. No seperate ground or bonding wire is required for the JLU4C9W, JLUW9W, JLU4C20W, JLUW20W, JLUW30W or JLU4C30W low voltage lights which do not have any exposed metal. Nicheless Underwater LED Lights I Owner's Manual Page 5 2.1 'Preparing the Light Fixture for Installation NOTE: The electrician must complete preparatory steps before light fixture is installed. See Figure 1. Verify that the pool meets the requirements of the current National Electri- cal Code® (Canadian Electrical Code, in Canada) and all local codes and ordinances. A licensed or certified electrician must install the electrical system to meet or exceed those requirements before the underwater light is installed. Some of the requirements of the National Electrical Code, which the pool electrical systems must meet, are as follows: 1. The junction box or the low -voltage transformer must be located• ..... . . .... at least eight (8) inches (measured from the inside of the bottom of ... ...... . • the junction box or transformer) above the MAXIMUNT;;aier leve'1, '""* OR at least four (4) inches above the ground level or ppvl•deck, ; • ; .... "' . whichever is greater. The junction box or transformer raust also be... ..... ..:..' installed at least forty-eight (48) inches (4 ft.) from the;gof the'. pool. See Figure 1. • • • • • • 2. A standard 1.5" plastic wall / return fitting (not included) must br • • • • •' . installed so that the top edge of the underwater light's lens is at least 4 inches (10.2 cm) below the surface of the water in the pool. See Figure 1. NOTE: To be certain that the pool's electrical system meets all applicable requirements, the electrician should also consult the local building department. 12 VAC Class 2 Transformer or Junction Box 48" min. Check AHJ for other j-box requirements Rigid 1" Rigid Electrical Conduit. Sweep elbows only, no 900 elbows. 8" minimum to maximum water level MAX POSSIBLE WATER LINE (top of copping) 4" min to top of lens 1.5" pipe through bond beam and a minimum length for each style light. (See Light Info Charts, p.4) NOTE: Vertical installations such as bench and walk -out locations will use ALL of the same clearance requirements Figure 1. Jandy® Pro Series LED Light Installation with Standard 1.5" Plastic Fitting Page 6 Nicheless Underwater LED Lights tJ Owner's Manual 2.2 Installing the Light Fixture NOTE: Perform these steps only after the electrical system requirements are met. 1. 1.5" pipe must be installed through the bond beam with a minimum length of 14", followed by 1" conduit with sweeps only without 90 degree elbows. It is highly recomended to use 1.5" pipe throughout the entire width of the bond beam. NOTE: Gaskets help ensure • • conduit is not a potential * rebk path.0gr viol wall fittings uh both rubber gaskets. For 500nite andfiber bass remove •the small ga•sVel and use the • one only la�ca�•e • • • •• I • • • • •• Y Large Gasket Small Gasket Flat Gasket • • • • • • • • See chart on ' page 4 for min. 4" MIN. FROM WATER • • • • • length requirements LEVEL TO TOP OF LENS 1" minimum rigid conduit 1.5" Pipe No 90 degree elbows 1.5" THREADED WALL FITTING Figure 2. Standard installation with 1.5" pool wall fitting 2. Snake the 2-Conductor electric cord through the conduit outlet of the wall fitting, into the conduit and up to the location of the 12VAC pool transformer. Cut off cord after allowing for service and length of run to the transformer. 18"-24" of excess cord is recomended for the service loop. Pull the fixture snug to the wall fitting. NOTE: When using a 1 1/2" MIP fitting on the back of a SP-1022 or SP-1408 Wall Fitting, the interior of the Spears and Dura MIP are too small for use with the Jandy® Pro Series Nicheless LED Lights. 3. Using the included Lens Key, thread the light into the wall fitting until it is snug. Please provide the pool owner with minimum of 1 key upon job completion. O Tighten Nicheless Underwater LED Lights I Owner's Manual Page 7 12VAC Pool Transformer, see table 3.2 for more details Allow 1 S" - 24" I I 12VAC Pool Transformer slack for `'� I Service Loop NOTE: Service / Loop not applicable for Junction Box Installations. 4' MIN. FROM WATER LE TO TOP OF LENS Conduit to 12VAC transformer LEVEL TOT Q� MEN: •••••• Vertical lnsthlFlAft hefor Figure 3. Standard installation with 1.5" pool wall fitting...• •.... •• •• .. Section 3. Wiring Options for Controlling•; •• Jandy® Pro Series Nicheless LED Lights:�••••• NOTE: Always consider the cable length when calculating the input voltage at the transformer. The maximum run of service between transformer and lights should not exceed 150ft. in length, inclusive of the use of J Box or not. To the extent allowed by local installation codes in effect in the installation jurisdiction and capacity of the electrical equipment, multiple Jandy Pro Series lights may be controlled with a single switch and transformer so their colors may be synchronized. IMPORTANT NOTE: All fixtures must be tied into the same transformer, circuit or switch for synchronization to occur. The use of Solid Core over Stranded wire and terminating Bus Bars is strongly recomended. 3.1 Wiring to an AquaLink® Controller The Jandy Pro Series Nicheless LED Lights can be controlled by an AquaLink controller. Connect the transformer powering the lights to one of the auxiliary relays in the AquaLink. Refer to Figure 4 to connect the Jandy Pro Series Nicheless LED Lights to the Power Center. Page 8 Nicheless Underwater LED Lights,I Owner's Manual 3.2 Wire Guage and Length CAUTION Jandy® Pro Series Nicheless Underwater LED Lights are low voltage fixtures. Improper wire guage and wire length can effect the performance of these products. Follow the guidelines below to determine the proper operation and optimum performance of the lights. Voltages are determined by the measured voltage level at the Bus Bar where the transformer and cords are connected. .N&TE: Each color mode has a slightly different power draw Y w w • . w JW4C9WiJk0W9W/JLU4C20W/JLUW20W Min/Max Voltage per cord length Cord na Le**th Min. Voltage Max. Voltage 5wQ'Feet::::w 9AVAC 12.4VAC 1*00 Feel:.:: 10.7VAC 13.2VAC 1.50 Felt w 11.82VAC 13.8VAC 00 w 3L114C30W & JLUW30W Min/Max Voltage per cord length Cord Length Min. Voltage Max. Voltage 50 Feet 10.34VAC 12.56VAC 100 Feet 10.9VAC 13.5VAC 150 Feet j 11.43VAC j 14.1 VAC A WARNING RISK OF ELECTRICAL SHOCK OR ELECTROCUTION, which could result in serious injury or death. A Ground Fault Circuit Interrupter (GFCI) for 120 Volt transformers should be used if required by the transformer manufacturer or if required by the local applicable code and/or Authority Having Jurisdiction (AHJ). When a GFCI is used, the conductors on the load side of the GFCI circuit shall not occupy conduit, boxes, or enclosures containing other conductors unless the additional conductors are also protected by a GFCI. Refer to local codes for complete details. Nicheless Underwater LED Lights I Owner's Manual Page 9 A WARNING RISK OF ELECTRICAL SHOCK OR ELECTROCUTION, which could result in serious injury or death. The Jandy Pro Series Nicheless LED Lights are only available for 12-volt AC power. For supply connection, use only an isolating low voltage power supply with ungrounded output, evaluated and listed by a NRTL for swimming pool use. 3.3 Wiring to a Switch •••' The Jandy° Pro Series Nicheless LED Lights can be wired to YsWitch t6 00 manually operate the lights. Refer to Figure 4 to connect the 1�'@Ats into the switch. Figure 4. Wiring Jandy Pro Series Nicheless Underwater Lights 3.4 Twelve (12) Volt Installation A 12-14 Volt AC Transformer must be used to power all 12-Volt lights,. NOTE For optimum performance Jandy Pro Series recommends not exceeding the load factor specified by the instructions included with the transformer. To ensure maximum safety, use only a Class 2 transformer that can supply 12-14 Volts AC to power all 12-Volt lights. The transformer must be listed or certified by a Nationally Recognized Testing Laboratory (NRTL) for the intended use. Page 10 Nicheless Underwater LED Lights, I Owner's Manual A CAUTION To prevent risk of fire which could result in property damage, and to ensure optimum performance, do not exceed the load factor specified in the instructions provided by the transformer manufacturer. Class 2 Transformer White - Neutral Time clock, Automation relay, Output: 12-14 VAC Black - Hot (Line) or switch • ••• • • ♦• •••••• • • • • • • • • • • • • • •••• • • In - Ground Bar • • • • z • • • • • • a 60e000 C • • • • • • • • • 1 • • • BLK WHT BLK • • • WHT • • • • • Crimp Style Connectors Comp Style Connectors • • Recommended Recommended Figure 5. Wiring LED Lights to a 12 Volt Transformer NOTE A dimmer switch or dimming relay may be used when Jandy Pro Series Nicheless WHITE ONLY lights are installed. Jandy Pro Series color lights are NOT DIMMABLE and are NOT COMPATIBLE with dimmer switches or dimmer relays. Section 4. Jandy® Pro Series Nicheless Underwater LED Light Operating Instructions 4.1 Light Synchronization NOTE This section only applies to the color (RGBW) lights. All fixtures must be tied into the same transformer, circuit or switch for synchronization to occur. 1. Turn the light ON. If the light has been off for 7 seconds or longer, the light will turn on at the last color selected. 2. To synchronize multiple lights to the same color mode, you will need to reset to the beginning of the color mode sequence. With the lights ON, turn them OFF for five (5) seconds, then turn ON again. All of the lights will reset to the Alpine White color mode. If all of the lights are not in the Alpine White color mode, they have not been synchronized, repeat step 2. Nicheless Underwater LED Lights I Owner's Manual Page 11 t.2 'Operating the Light 3. To change the color mode, turn the light OFF for one 1-3 seconds. Continue turning OFF and ON until the desired light color mode is reached. See Table 1 for the color mode sequence. Example: If you followed step 3 and are now on Sky Blue and want the lights to be Violet, then the lights must be turned off and on 7 seven times to bring you to Violet. Sequence Order Color Modes 1 Alpine White 2 Sky Blue •,,. • 3 Cobalt Blue ° • `• 4 Caribbean Blue . • • 5 Spring Green •••. 6 Emerald Green 7 Emerald Rose ° 8 Magenta °••• 9 Violet 10 Slow Color Splash 11 Fast Color Splash 12 America the Beautiful 13 Fat Tuesday 14 Disco Tech Table 1. Color Mode Sequence •••• • • 1 ••Y• •••••• • • Y ••• • • • • • 1• •Y . ...... 1• • ...... • Y •••••• • • • • • • 00000 • . • is • • • 4. The lights have memory. If the lights are off for 7 seconds or more, the next time the lights are turned on, they will return to the last color mode they were on prior to being turned off (Step 1 listed above). This function allows you to keep your lights returning to your favorite color mode every time the lights are turned back on. NOTE To synchronize colors on multiple Jandy® Pro Series Nicheless Underwater LED Light systems wired to separate switches, perform the above actions on all of their switches simultaneously. All Jandy Pro Series Nicheless Underwater LED Lights will synchronize automatically if activated by the same switch. No other accessories are required. Page 12 L Nicheless Underwater LED Lights kI Owner's Manual Section 5. Designer Lens Options The Designer Lenses offer a unique set of options for the LED Series of lights. Each one has the ability to create unique lighting effects within the pool's interior. See the list below to learn more about the designer lens options. • • • f MA- F DCA4 - This escutcheon adds over the existing lens to allow you to direct 1 /2 the light in a direction you want. Downwards -to light a pools interior without light shining upwards. Upwards to light a water feature or sideways to put light where it might be needed but no where else HALO LENS - This lens allows for gentle lighting in an area but knocks down the center beam. This allows for installation on walls, etc. where there might be an opposite wall, etc. where you want to eliminate generating a "hot" spot. Great general lighting but softly. SPOT LENS - Just the opposite of the Halo. Concentrates the light and reduces the output at wider beam angles in order to produce a spot -light effect. Great for illuminating that special feature. CATS EYE - This lens reduces the light to just a "slice" of light that is broad but thin. An incredible effect for illuminating but without spilling light all over. DIAMOND - WOW want to really create something special? The Diamond lens creates incredible points of light throughout the interior. The points will be different the farther away from the light they are. Put the LED colored light on DISCO TECH MODE AND WATCH THE FUN BEGIN! Nicheless Underwater LED Lights I Owner's Manual Page 13 Section 6. Light Cartridge Replacement A WARNING RISK OF ELECTRICAL SHOCK OR ELECTROCUTION, which could result in serious injury or death. The Jandy® Pro Series Nicheless LED Lights are only available for 12-volt AC power. For supply connection, use only an isolating low voltage power supply with ungrounded output, evaluated and listed by a NRTL for swimming pool use. Always disconnect the power to the light at the circuit breaker before., installing or servicing the light. Failure to do so could resultln death ' or serious injury to serviceman, pool or spa users or others.duf6to •, electrical shock. •••%•• .... . 1. Verify that the light has been disconnected from the powe Mce antr:•so � be sure that the light fixture is in a dry environment. Remove -the eight (8) screws from the lens with the tool provided. Pull the fens from 1&Q•:: fixture body. Remove and discard the 0-ring between the pen's ans.; �..• Fixture Body. "" 2. Using the tool provided, insert and turn the threaded portion into the extraction hole in the face of the light cartridge. Pull the light cartridge from the housing body. 3. Insert the replacement cartridge into the housing body. Line up the TAB at the end of the circuit board with the receiving slot inside the housing body. It may be necessary to slowly turn the light cartridge until the TAB lines up with the slot. e- or r Page 14 Nicheless Underwater LED Lights ,I Owner's Manual 4. Clean the lens and the enclosure of any remaining old silicone before applying new silicone and replacing the lens. Replace the 0-ring with the new one provided. Attach the lens onto the fixture body. Tightly secure the eight (8) screws indicated in the diagram below. Once all screws are tight, slowly submerse in water, checking for any air bubbles - quickly remove from water bubbles appear as it indicates the seal is not water tight. retighten the screws and test for bubbles again. ,0 0;SILIJbNr- BEAD ON LENS ••'Apply a new silicone bead to the lens with tube provided after cleaning the lens and body of old silicone. 2 L SCREW TIGHTENING DIAGRAM 5. Reset the fixture into the wall fitting and turn the power ON. Section 7. Winterizing The water level should be lowered to approximately 12 inches below the pool lights. Make certain that the water is drained out of the wall housing. Consult a Local Swimming Pool Professional for proper winterization. Minimum safeguard requires dropping the water level 2"-4" below the light. At NO TIME should there be water removed from the pool without checking ground water tables. Nicheless Underwater LED Lights I Owner's Manual Page 15 Section 8. Troubleshooting Use the troubleshooting inforination in the following table for suggestions. Symptom Problem Corrective Action All lights fail to illuminate Lights are not reciev- Check 120VAC power supply ing power into transformer. Check for 12VAC output at transformer. Check or reset GFCI. Make sure 120 volts has not been used in the installation - damage is assured and is NON ..• WARRANTY. '.. • • One or more lights are Poor connection or Separate each li,*iif 11'd • • • dim, blinking or not improper wire gauge independently wire•1� t to the working single light only. RepeNt thij•••• process on each•Irght.;lfjuno►•e. tion box is being:usea, cheep- for proper conn�Fticm;of light '• cord. Verify thatthe sorrect:Mre guage is being use'd between • • the transformer and junction - box. Colored lights out of Improper voltage Verify that proper wire connec- synch supply or poor con- tions are being achieved for nection to the light the lights that are out of synch. Reset all the lights to white by turning lights OFF for five (5) seconds, then turning ON Jandy' Pro Series Nicheless Underwater LED Lights are field servicable and the cord and light body fixture should not be removed completely from the conduit or pool. There should be enough cord supplied in the service loop to remove light from wall fitting and lifted above water level for LED light cartridge replacement. If there is not enough cord in service loop or it cannot be accessed, pool water can be drained below light to access front of light. • • • • • •••••• •••• • •00 •••• ••r••• •••••• • • • • • • • • • • • • • • • • • ••••w• • • •• •• •••• Zodiac Pool Systems, Inc. 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.ZodiacPoolSystems.com Zodiac Pool Systems Canada, Inc. L I- 2115 South Service Road West, Unit 3 Oakville, C ETA US ON 1-61- 5W2 Intertek 1.888.647.4004 1 www.Zodiac Pool Systems.ca ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license.All trademarks referenced herein are the property of their respective owners. ©2016 Zodiac Pool Systems, Inc. H0532600 REV D ETL LISTED CONFORMS TO UL STD 676 CERTIFIED TO CAN/CSA C22.2 NO.89 m 0 0 0 0 x and i ies b,.ZOD,A:- INSTALLATION MANUAL ENGLISH .. I Jandy Pro Series Watercolors LED Lights Underwater Large and Small Light FOR YOUR SAFETY - This product must be installed and serviced by a contractor who is licensed and qualified in pool equipment by the jurisdiction in which the product will be installed where such state or local requirements exist. The maintainer must be a professional with sufficient experience in pool equipment installation and maintenance so that all of the instructions in this manual can be followed exactly. Before installing this product, read and follow all warning notices and instructions that accompany this product. Failure to follow warning notices and instructions may result in property damage, personal injury, or death. Improper installation and/or operation will void the warranty. Improper installation and/or operation can create unwanted electrical hazard which can Pcause serious injury, property damage, or death. ATTENTION INSTALLER - This manual contains important information about the installation, operation and safe use of this product. This information should be given to the owner/ operator of this equipment. r-7 �4n ! V"lAI: Page 2 Jandy® Pro Series, WaterColors LED Lights Installation Manual Table of Contents Section 1. Safety Information .......................... 3 Section 6. Jandy WaterColors LED Light Oper- ating Instructions ........................... 8 Section 2. Product Description and Model Num- 6.1 To Operate the Light and Change Colors........... 8 bers....... 4 6.2 To Reset to the Beginning of the Color Sequence 10 Section 3. Installing Jandy Light Fixture during New Construction ........................... 5 3.1 Preparing the Light Fixture for Installation.......... 5 3.2 Ir jgUipg the Light Fixture ................................. 6 .... •:••Spctiof 4...l2eplacilg-Jandy Light Fixture in an . • Existing•Pbbl or Spa ....................... 6 ' 4.i Prim the rigrt:txture for Replacement...... 6 •• Replacing the lit kjM 4 ixture................................ . . • 7 .. .. '. Section 5e Wiring:C PIOns for Controlling Jandy • ...... .... WaterColors LED Lights ................ 8 :. • 6�i Wiring to.an AcruaLrO RS Control System ....... 8 • 5.2 Wiricg4 a Time Clock ....................................... 8 5.3 Wiring to a Switch ............................................... 8 Section 7. Replacing Light Engine (PCB)..... 10 Section 8. Twelve (12) Volt Installation......... 13 Section 9. Exploded View and Replacement Parts ...... 14 9.1 Jandy Large WaterColors LED Light ................ 14 9.2 Jandy Small WaterColors LED Light ................ 15 Andy' Pro Series, WaterColors LED Lights Installation Manual Page 3 A WARNING " " ••• Before installing this underwater light, read and follow all warning notices and instructio;s accompaWingThis light. Failure to follow safety warnings and instructions can result in severe injury, death, or pjoper% damage. Call (707.) 776-8200 for additional free copies of these instructions. ; 0 • • : " . , . . CAUTION Except when the Jandy Pro Series WaterColors LED Lights are installed in an area of the swimming pool that is not used for swimming and the lens is adequately guarded to keep any person from contacting it, the light shall be installed in or on a wall of the pool, with the top of the lens opening not less than 18 inches (457 mm) below the normal water level of the pool ATTENTION INSTALLER This manual contains important information about the installation, operation and safe use of this AAn product. This information should be given to the owner/operator of this equipment. NOTICE The Jandy Pro Series WaterColors LED Lights are intended for installation in fresh water and salt water swimming pools. It is important to ensure that the wet niches in which the lights are installed are intended for their appropriate application, either fresh water or salt water pools. SAVE THESE INSTRUCTIONS Section 1. Safety Information IMPORTANT SAFETY INSTRUCTIONS PERTAINING TO A RISK OF FIRE, ELECTRIC SHOCK, OR INJURY TO PERSONS READ AND FOLLOW ALL INSTRUCTIONS When installing and using this electrical equipment, basic safety precautions should always be followed, including the following: A WARNING RISK OF ELECTRICAL SHOCK OR ELECTROCUTION. This underwater light mast be installed 4:f • • licensed or certified electrician in accordance with the National Electrical Code and applicable local codes and ordinances. Improper installation will create an electrical hazard, which could result in d2af:6r serious 4njucy to pool or spa users, installers, or others due to electrical shock, and may also cause damddd fd property. Read and follow the specific instructions below. ." : • • —... : Page 4 Jandy® Pro Series, WaterColors LED Lights Installation Manual Section 2. Product Description and Model Numbers Model # WaterColors Light Size Voltage Amps Cord Length Face Ring Material CPLVLEDS30 Large 12 Volt AC 4.0 30 feet Stainless Steel CPLVLEDS50 Large 12 Volt AC 4.0 50 feet Stainless Steel CPLVLEDS100 Large 12 Volt AC 4.0 100 feet Stainless Steel CPLVLEDP100 Large 12 Volt AC 4.0 100 feet Plastic CPLVLEDS50C Large 12 Volt AC 4.0 50 feet Stainless Steel CPLVLEDS100C Large 12 Volt AC 4.0 100 feet Stainless Steel CPLVLE.DIP4OOC Large 12 Volt AC 4.0 100 feet Plastic CPHVLEbV30 • • •4grtje 120 Volt AC 0.4 30 feet Stainless Steel CPHVI�E i 5i 5®S 'O .. rge 120 Volt AC 0.4 50 feet Stainless Steel GPHVLEBS100 t'a'rge 120 Volt AC 0.4 100 feet Stainless Steel CPHVL9DP4b0 I p1gge 120 Volt AC 0.4 100 feet Plastic .gPHVLE.QS51 0 Large 120 Volt AC 0.4 150 feet Stainless Steel C,PHVLF-D°t250 4a�ge 120 Volt AC 0.4 250 feet Stainless Steel CPHVLED•S50C r ... tar& 120 Volt AC 0.4 50 feet Stainless Steel CPHVLEt7 ftC t argil 120 Volt AC 0.4 100 feet Stainless Steel •CPHVL�VP.1C0C Large 120 Volt AC 0.4 100 feet Plastic CSLVLEDS30 Small 12 Volt AC 2.0 30 feet Stainless Steel CSLVLEDS50 Small 12 Volt AC 2.0 50 feet Stainless Steel CSLVLEDS100 Small 12 Volt AC 2.0 100 feet Stainless Steel CSLVLEDP100 Small 12 Volt AC 2.0 100 feet Plastic CSLVLEDS50C Small 12 Volt AC 2.0 50 feet Stainless Steel CSLVLEDS100C Small 12 Volt AC 2.0 100 feet Stainless Steel CSLVLEDP100C Small 12 Volt AC 2.0 100 feet Plastic CSHVLEDS30 Small 120 Volt AC 0.2 30 feet Stainless Steel CSHVLEDS50 Small 120 Volt AC 0.2 50 feet Stainless Steel CSHVLEDS100 Small 120 Volt AC 0.2 100 feet Stainless Steel CSHVLEDP100 Small 120 Volt AC 0.2 100 feet Plastic CSHVLEDS150 Small 120 Volt AC 0.2 150 feet Stainless Steel CSHVLEDS250 Small 120 Volt AC 0.2 250 feet Stainless Steel CSHVLEDS50C Small 120 Volt AC 0.2 50 feet Stainless Steel CSHVLEDS100C Small 120 Volt AC 0.2 100 feet Stainless Steel CSHVLEDP1 DOC Small 120 Volt AC 0.2 100 feet Plastic Jandy® Pro Series, WaterColors LED Lights Installation Manual Page 5 Section 3. Installing Jandy Pro Series Light Fixture during New Construction A WARNING Risk of Electrical Shock or Electrocution. This underwater light must be installed by a licensed or certified electrician or a qualified pool serviceman in accordance with the National Electrical Code and all applicable local codes and ordinances. Improper installation will create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock, and may also cause damage to property. Always disconnect the power to the color light at the circuit breaker before installing or servicing the light. Failure to do so could result in death or serious injury to serviceman, pool or spa users or others due to electrical shock. 3.1 Preparing the Light Fixture for Installation NOTE The electrician must complete preparatory steps before light fixture is installed. See Figure 1. Ensure that the pool meets the requirements of the current National Electrical Code and all local codes and ordinances. A licensed or certified electrician must install the electrical system to meet or exceed those requirements before the underwater light is installed. Some of the requirements of the National Electrical Code, which the pool electrical systems must meet, are as follows: 1. The lighting circuit must have a Ground Fault Circuit Interrupter (GFCI) for 120 volt models, and must have an appropriately rated circuit breaker. 2. The junction box (or, for 12 volt models, the low voltage transformer) must be located at least eight (8) inches above water level, at least four (4) inches above ground level, and at least four (4) feet from the edge of the pool. See Figure 1. 3. The light fixture and all metal items within five (5) feet of the pool must be properly electrically bonded to a reliable point of grounding. 4. The wet niche must be properly installed so that the top edge of the underwater light's lens is at least 18 inches below the surface of the water in the pool. See Figure 1. The wet niche must be properly electrically bonded and grounded via the No. 8 AWG ground connector located at the rear of the niche. See Figure 1. NOTE To be certain that the pool's electrical system meets all applicable requirements, the electrician should also consult the local building department. Use only approved wet niches (see following note) to ensure a safe and proper installation. NOTE Jandy Pro Series lights are ETL listed (ETL report/ file 3141154CHI) for installation with only the following manufacturer's wet niche fixtures: 0000 • • • . • . Larae Niche Model Nufters: • Jandy Pro Series: PLMIMPG, PLNiUAFLR43, .... ; SSNICLRGI R, SSNIC) "@*S 0 • Pentair: 620004, 782 ;0200•th ru 7M ; • • • • 78210401,79206700•••• : " " 000*0 Hayward DuraNiche: 6f000U • • Sta-Rite: 05161-2352-046,7369, 0516 23P5 • • • thru 2396 • •.... • Small Niche Modef N m r :: • • Jandy Pro Series: Pt4l M, SSNIGSM, ; • • • • Pentair: 78241100, 78242200, 18242300 78243100 thru 300, 78244100 thru 300, 79206600 Hayward DuraNiche: SP0601 U Sta-Rite: 05166-1017 thru 1034, 05167-1035 thru 1037 Pentair" and Sta-Rite' are registered trademarks of Pentair, Inc. Hayward' is a registered trademark and DuraNiche" is a trademark of Hayward Pool Products, Inc. To GFCI, Circuit Breaker and Power Source. 48" 1 min. 4" min. Rigid Conduit #8 AWG Ground Connector bonding Is located at rear of niche 8" min.Junction Box or Low Voltage Transformer, to the max water level of the pool. 18" min. to top of Lens. Concrete must be cut 1 back around Nlche to J} allow for a compacted plaster seal. Disc 11.50" Coll 4 ft. of light cable around Fixture. 16" Figure 1. Jandy Pro Series Digital Color Light Installation Page 6 Jandy� Pro Series, Watercolors LED Lights Installation ieAanual 3.2 Installing the Light Fixture Section 4. Replacing Jandy Pro NOTE Perform these steps only after the electrical system requirements are met. 1. Feed cord through conduit to junction box, leaving at least four (4) feet of cord at the light fixture to coil into the base of the light niche, see Figure 1. The four (4) feet of cord allows the light to be serviced after the pool is filled with water. 2. Cut the cord at the junction box, leaving at least six (6) inches of cord to make connections. 3. Strip six (6) inches of the outer cord jacket to ®xpose the three insulated wires. Be careful not to ...... tfilmtrge the inslrlakon on the three (3) inner wires. 4. ,*OSJrstrain.r.6ie€over cord jacket and connect ...... . alLthree (3) nirens-M the corresponding circuit •"": • wires in the j AMlibn box. Install the junction box ..... ..... cover.: .... 5. Vd51 tlfe 4-foot Vnggth of cord around the fixture : : • • or into the bas epftbe pool niche, and place the ' light ; ;sembly into the niche. :.... Z. Engage the r$tafnertab on the bottom of the face M;g: h'en pivot the top of the fixture inward and tighten the special pilot screw. A WARNING Use only the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. 7. Fill the pool until the underwater light is completely submerged in water before operating the light for more than 10 seconds. Turn on main switch or circuit breaker, and the switch, which operates the underwater light, to check for proper operation. Refer to Section 6, Operating Instructions. A WARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water. Without total submersion, the light assembly will get extremely hot, which may result in serious burns or in breakage of the bulb or lens. This may result in serious injury to pool or spa users, installers, or bystanders or damage to property. Series Light Fixture in an Existing Pool or Spa A WARNING Risk of Electrical Shock or Electrocution. This underwater light must be installed by a licensed or certified electrician or a qualified pool serviceman in accordance with the National Electrical Code and all applicable local codes and ordinances. Improper installation will create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock, and may also cause damage to property. Always disconnect the power to the color light at the circuit breaker before installing or servicing the light. Failure to do so could result in death or serious injury to serviceman, pool or spa users or others due to electrical shock. 4.1 Preparing the Light Fixture for Replacement Verify that the pool meets the requirements of the current National Electrical Code® (NEC) and all local codes and ordinances. A licensed or certified electrician must install the electrical system to meet or exceed those requirements before the underwater light is installed. Some of the requirements of the National Electrical Code, which the pool's electrical system must meet, are as follows: l . The lighting circuit must have a Ground Fault Circuit Interrupter (GFCI) for 120 volt models, and must have an appropriately rated circuit breaker. 2. The junction box (or, for 12 volt models, the low voltage transformer) must be located at least eight (8) inches above water level, at least four (4) inches above ground level or pool deck level, and at least 48 inches from the edge of the pool or spa. See Figure 1. 3. The light fixture and all metal items within five (5) feet of the pool must be properly electrically bonded to a reliable point of grounding. 4. The wet niche must be properly installed so that the top edge of the underwater light's lens is at least 18 inches below the surface of the water in the pool. See Figure 1. Dandy Pro Series, WaterColors LED Lights Installation Manual Page 7 The wet niche must be properly electrically bonded and grounded via the No. 8 AWG ground connector located at the rear of the niche. See Figure 1. To be certain that the pool's electrical system meets all applicable requirements, the electrician should also consult the local building department. 4.2 Replacing the Light Fixture NOTE Perform these steps only after the electrical system requirements are met. A WARNING Failure to bring the pool's electrical system up to code requirements before installing the underwater light will create an electrical hazard which could result in death or serious injury to pool or spa users, installers, or others due to electrical shock, and may also cause damage to property. NOTE The light fixture may be replaced without removing water from the pool. 1. Turn off the main electrical switch or circuit breaker, as well as the switch, which operates the underwater light. 2. Unscrew the special pilot screw at top of the face ring and remove the light assembly from the niche, and place the assembly on the deck. A WARNING Be sure to keep the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. Remove Junction Box cover, disconnect the light fixture wires and strain relief, and then pull the cord out of the conduit from the niche. 4. Feed the new light fixture cord through the conduit from the niche to the Junction Box. NOTE Depending on the length of the conduit, special tools may be required to pull the cord through the conduit. 5. Leave at least four (4) feet of cord to coil around the light fixture or coiled into the base of the light niche, see Figure 1. This allows the light to be serviced after the pool is filled with water. 6. Cut the cord at the Junction Box, leaving at least six (6) inches of cord to make connections. 7. Strip six (6) inches of the outer cord jacket from the cord to expose the three insulated wires. Be careful not to damage the insulation on the three (3) inner wires. 8. Install the strain relief over the cord jacket and connect all three wires to the corresponding circuit wires in the junction box. Install the junction box cover. 9. Reinstall the light assembly into the niche and tighten the special pilot screw. *Go* A WAMQ I`IG .. Use only the special pilot screw provided with this ... underwater light. This screw•nacunts and electrically • • grounds the housing securely -to -the mobfifih9'ring ... and wet niche. Failure to use the screw provided coclo; create an electrical hazardewhioh could•restKin deatp• or serious injury to pool or $pa, Vrs, installers or others due to electrical shcSck. • f _ _ _ 0 ... 10. Fill the pool until the•dnd&wateC light► is : • completely submerged in water be tC operating the light for more than 10 seconds. Turn on main switch or circuit breaker, as well as the switch, which operates the underwater light, to check for proper operation. Refer to Section 6, Operating Instructions. A WARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water. Without total submersion, the light assembly will get extremely hot, which may result in serious burns or in breakage of the bulb or lens. This may result in serious injury to pool or spa users, installers, or bystanders or in damage to property. •• Page 8 Jandy° Pro Series, Watercolors LED Lights Installation Pe4anual Section 5. Wiring Options for Controlling Jandy Pro Series WaterColors LED Lights NOTE The Jandy Pro Series WaterColors Lights will not operate properly with light dimmers. Do not wire the Jandy Pro Series Lights to any dimming circuitry. To the extent allowed by code and capacity of the electrical equipment, multiple Jandy Pro Series lights may be controlled with a single switch so their colors will always be* ynchronizgd. • • Separate switches may by ilsed to control the on/off and color functions of."Jandy Pro Series light. It is • • • • re-ommendedithat thece•switches be located next to each • ..Qther to'f'a ill'Ute simisie'Cblor synchronization when ..:desired. AjI*ftitche4H47 be operated at the same time • o • •tt>•assurP color synchi-M atzon. Otherwise, the lights will • work inde?iendently of eacitother. • 51 WIAPA to an AquaLink® RS Control System The Jandy Pro Series WaterColors Lights can be wired into the Jandy Pro Series AquaLink RS control system to provide simplified operation of the lights, as well as a means to synchronize the color change function. Connect the lights to one of the auxiliary relays in the Power Center. NOTE It is recommended to connect one light per relay so each light can be controlled separately. However, up to four lights can be connected on a single relay. If there are more than four lights installed on one AquaLink RS system, ensure there is more than one auxiliary relay available in the Power Center. Refer to Figures 2 and 3 to connect the Jandy Pro Series Color Lights to the Power Center. CAUTION A Ground Fault Circuit Interrupter (GFCI) must be provided for 120 volt models. The conductors on the load side of the GFCI circuit shall not occupy conduit, boxes, or enclosures containing other conductors unless the additional conductors are also protected by a GFCI. Refer to local codes for complete details. NOTE The Jandy Pro Series WaterColors Lights are available in 120-volt and 12-volt versions. If installing a 12-volt light, a 120-volt/12-volt step-down (AC) transformer must be used. For more information about 12-volt installations, refer to Section 8 of this manual. 5.2 Wiring to a Time Clock The Jandy Pro Series WaterColors Lights can be wired into a basic time clock to automatically turn on the lights at a predesignated time. Refer to Figure 4 to connect the lights into the time clock. 5.3 Wiring to a Switch The Jandy Pro Series WaterColors Lights can be wired into a switch to manually turn on/off the lights. Refer to Figure 5 to connect the lights into the switch. Section 6. Jandy Pro Series WaterColors LED Light Operating Instructions 6.1 To Operate the Light and Change Colors Turn the light ON. The first time the light is turned on, the color sequence begins with the Alpine White. To change the color, turn the light OFF and then ON within three (3) seconds. Continue turning OFF and ON until the desired light color mode is reached. See Table 1 for the color mode sequence. Table 1. Jandy Pro Series WaterColors Lights Sequence Sequence Order Color Modes 1 Alpine White 2 Sky Blue 3 Cobalt Blue 4 Caribbean Blue 5 Spring Green 6 Emerald Green 7 Emerald Rose 8 Magenta 9 Violet 10 Slow Color Splash 11 Fast Color Splash 12 America the Beautiful 13 Fat Tuesday 14 Disco Tech NOTE When the light is turned OFF for more than seven (7) seconds, it will remain in the color set that is currently active. When the light is turned back ON, the light will be on the same color set. Jerndy® Pro Series, WaterColors LED Lights Installation Manual Page 9 a > >a � m m m m rT-7i11 IT-1i11 Ana, vomit ada x. e a � �uorei `� e e a s aua a e 0 0 e 0 e e e 0 m ae IRE ee lRoPel 0 120 VAC Power Supply lz LED Light o Black Black ,_. Neutral GFCI White JUNCTION White Ground Green BOX Green Ground Figure 2. 120-Volt Jandy Pro Series WaterColors Light Wiring Diagram p NU w � ° m a 0 0 F==Iq F=:]! mm mm mm mm e� e O 0 mm ee ee re Fol ee F� o 120 VAC Power SupplyIR 72V T LED Light [ f. Black Black Black Neutral White 120V112V White JUNCTION White Transformer BOX Green Green Green Ground Figure 3. 12-Volt Jandy Pro Series WaterColors Light Wiring Diagram 120V LED Light ac o m � � Neutral g12 a Line GFCIJUCTION a.m Ground•0000 • • Figure 4. Wiring the Janq l Pm.Series WaterColc0S• • •; Light to a Time CfbVk • ••e.• • • • • • ••••• •• •• •• • 000*00 • • • • 120V •• • • •4LED •••• • • Light Y d � M L SWITCH m �' Neutral 0 White Black T o Line Black White JUNCTION N 3 GFCI BOX `-y Ground Ground Green Figure 5. Wiring the Jandy Pro Series WaterColors Light to a Switch r • Page 10 Jandy' Pro Series, WaterColors LED Lights Installation Manual 6.2 To Reset to the Beginning of the Color Sequence Turn the light OFF, wait four (4) to five (5) seconds, then turn ON, the light will return to the beginning of the color cycle (Alpine White). NOTE If an Aqual-ink RS control system is being used the color set can be selected using the indoor controller. NOTE To synchronize colors on multiple Jandy Pro Series WaterColors Light systems wired to separate switches, perform the above actions on all of their switches simultaneously. All Jandy Pro Series WaterColors t iglats will synchronize automatically if activated by the • • • 0.0 •s,Ma $witch. .No other accessories are required. . • • • • • ..... ;•••Aection 7. Rmlacing Light • • En• nmi (PCB) • . .... . •• . • . ' • A-.V* R N I N G Nlways-&soarrect poyver tp the color light at the cvcuit breaker•beforo sts"icing the light. Failure to do so could ;Iltilf in death or serious injury to installer, serviceman, pool or spa users or others due to electrical shock. Turn off the main electrical switch or circuit breaker, as well as the switch, which operates the underwater light. 2. Be sure to have the following items: • A new lens gasket, P/N R0451101 for the large light or P/N R0400501 for the small light. • A light engine. See Table 2 for specification. A WARNING Replace light engine with the same type. Failure to replace the light engine with the same type will damage the light assembly and may cause an electrical hazard resulting in death or serious injury to pool or spa users, installers, or others due to electrical shock, and may also cause damage to property. Be sure the power is switched OFF before removing or installing PCB. Allow PCB to cool before replacing. To remove the light assembly, unscrew the special pilot screw at the top of the face ring, remove light assembly from niche and gently place assembly on the deck. It is not necessary to drain down the pool. See Figure 6. Table 2. Light Specifications , andy Pro Series Fixture Light Engine (PCB) Model Voltage Part Number WaterColors 12 Volt AC R0474000 Large Light WaterColors 120 Volt AC R0474100 Large Light WaterColors 12 Volt AC R0473900 Small Light WaterColors 120 Volt AC R0473900 Small Light A WARNING Be sure to keep the special pilot screw from this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. 4. Pool Clamp Removal. a. Loosen the Phillips head screws (six (6) for small light, eight (8) for large light) to allow the bottom clamp to be removed from the face ring assembly. Do not remove the screws or the retaining rings. The retaining rings prevent the screws from falling free from the bottom clamp and also aid in ease of assembly. b. Remove the bottom clamp, the face ring assembly, the glass lens, and the gasket from the fixture. Remove the gasket from the lens. Refer to Section 9, Exploded View and Replacement Parts. 5. Light Engine Replacement a. 12V Small Light Engine (PCB) Replacement l . Remove two (2) nuts and two (2) washers. 2. Unplug the quick disconnect terminals from the light engine. 3. Remove the light engine from the light fixture. 4. Place new light engine into the fixture with the orientation shown in Figure 7. 5 Secure the light engine with one (1) nylon washer and one (1) nut. Torque to 12 in-lbs. 6. Place a nylon washer on the other stud and place the green ground wire terminal on the nylon washer and secure both with the nut. Torque to 12 in-lbs. Jandy® Pro Series, WaterColors LED Lights Installation Manual Page 11 POOL LIGHT POOL WALL Power Niche ASSEMBLY Cord Unscrew pilot screw Oand pull top of light assemb away From pool wal Bonding cable PILOT SCREW OPush upon bottom of light assembly • •••• •• • • • . • • • Figure 6. Removing the Jandy Pro Series WaterColors Light Assembly for Light Engine Replacement 7. Plug in the quick disconnect wire (white for the 12V and red for the 120V) onto the terminal (AC I) of the light engine. 8. Plug in the quick disconnect wire (black for the 12V and blue for the 120V) onto terminal (AC2) of the light engine. b. Large Light Engine (PCB) Replacement (120V and 12V) 1. Remove three (3) nuts and washers. 2. Unplug the quick disconnect terminals from the PCB. 3. Remove the light engine from the light fixture. 4. Place new light engine into the fixture with the orientation shown in Figure 8. 5 Secure the new light engine (PCB) with two (2) nylon washers and two (2) nuts. Torque to 12 in-lbs. 6. Plug in the white quick disconnect wire onto the terminal (J2) of the light engine. 7. Plug in black quick disconnect wire onto terminal (J6) of the light engine for the 12V models; or terminal (J3) of the light engine for 120V models. • • • • • • •••;•• •••• •••••• • • • • • • • .... • ••••• •• •• 00 • 8a. For 12V models prace:a nylon washer on the - stud and place tte green grouSu v4rje terminal• • - on the nylon wasb%raild secure both with:dig • nut. Torque to 12 in-lbs. e • 8b. For 120V models, place the green ground wire on the stud and secure with the nut. Torque to 12 in-lbs. 6. Reassemble the fixture. a. If not already done, remove the gasket from the glass lens and install a new gasket, P/N R0451101 for the large light and R0400501 for the small light, on the lens. On the small light, remove the diverger from the lens. NOTE A new lens gasket must be used each time the light is reassembled. Page 12 Jandy® Pro Series, WaterColors LED Lights Installation Manual A WARNING Risk of Electrical Shock or Electrocution. Always install a new lens gasket whenever disassembling the light (Jandy Color Light Gasket P/N R0451101 for large light and P/N R0400501 for small light). Failure to do so may permit water to leak into the assembly, which could cause: (a) An electrical hazard resulting in death or serious injury to pool or spa users, installers, or others due to electrical shock, or (b) A malfunction of the Jandy WaterColors Light, which.likewiae coulcj,resWt in serious injury to pool or " spa users , ;nstalle*, b` bystanders, or in damage to .:.. )ropefty.•••e •se•g• goes** • • • • O �• M4 111V) • ree Black(12V) • • • �• • � Red1l20V) • Blue (120V) \•••• \ / \ Nylon Light Washer ® Engine Nut O Secure Duna First ° 0 Figure 7. Small Light Engine (PCB) Replacement and Wiring b. While holding the fixture Upright, place the glass lens with the gasket on top of the fixture. Please note that the lens gasket is not symmetrical. Therefore, it must be installed correctly so that the lens can seal to the fixture housing. Place the gasket on the lens so that the thick molded side of the gasket will mate with the housing when the lens is installed, see Figure 10. On the small light, replace the diverger by tucking the tabs between the lens and gasket. NOTE Be sure to face the dull side of the diverger down towards the PCB. c. Position the lens and gasket on the fixture. Place the face ring assembly over the lens and align the pilot screw with the small arrow mark on the face of the lens. Note that the small arrow mark on the face of the lens and the pilot screw of the face ring must be aligned with the arrow located on fixture label that reads, "Arrow on this label must line up with the pilot screw on the Face Ring". See Figure 9. d. While holding the aligned face ring assembly and fixture together, turn the assembly upside down and set it on the old gasket, using the old gasket as an assembly fixture. This will keep the lens and gasket assembly from being pushed out of the face ring while you secure it to the light fixture. e. Spread the bottom clamp over the electrical cord and slide it onto the back of fixture to the top clamp. f. Tighten the Phillips head screws (eight (8) for large light and six (6) for small light) on the light in alternating cross -pattern. Torque screws to approximately 20 in-lbs. Do not over -tighten. g. Discard the old gasket. i Black itej / Green Black � ( Nylon Washe Off Nut Nut O O ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ®®®®®®® ®®®®®®® Secure Secure 0 First o First 12V Wiring 120V Wiring Figure 8. Large Light Engine (PCB) Replacement and Wiring Jandy' Pro Series, WaterColors LED Lights Installation Manual Page 13 Align arrow of the lens with the pilot screw Figure 9. Alignment of the Lens, Face Ring, Housing and Clamps for WaterColors Lights 7. Reinstall the Jandy Pro Series Light into niche fixture. a. Coil the extra four (4) feet of cord around the fixture or into the base of the niche and place the light assembly into the niche. b. Engage the retainer tab on the bottom of the face ring, then pivot the top of the fixture inward and tighten the special pilot screw. A WARNING Use only the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. 8. If pool is empty, fill the pool until the underwater light is completely submerged in water before operating the light for more than 10 seconds. Turn on main switch or circuit breaker, as well as the switch, which specifically operates the underwater light, to check for proper operation. A WARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water. Without total submersion, the light assembly will get extremely hot, which may result in serious burns or in damage to the light. This may result in serious injury to pool or spa users, installers, or bystanders or in damage to property. Align pilot screw with the arrow located on the fixture label • •000000 .... .. ,--• . • . ..,. • Thick molded • • • side of the • . ' must • - • gasket mate with • the body of •' • • "' the housing • • • • Figure 10. Cross Section of Jandy Pro Series WaterColors LED Light Section 8. Twelve (12) Volt Installation A separate 12-Volt AC Transformer is required on all 12- Volt Models. For Jandy Pro Series WaterColors Light use a 150-watt multi -tap 12-volt system per light. NOTE For optimum performance Jandy Pro Series recommends to use one transformer per 12-volt light. To ensure maximum safety, it is strongly recommended that a transformer that has been listed or recognized by a Nationally Recognized Testing Laboratory (NRTL) for the application be used. Page 14 Jandy® Pro Series, WaterColors LED Lights Installation Manual Section 9. Exploded View and Replacement Parts 9.1 Jandy Pro Series Large WaterColors LED Light 5 8 eo t� • 0 0 a • • • • • . • • •...•. •.•. • • •••• •••••• ••••• • • • • • • • • • • • • 1 2 3 4 7 5 6 7 0 e t� ° 000 0 • 0 00 0 0 0 0 0 0 0 000 0 o r •• Figure 11.• Jandy P; rfes Large WaterColors LED Light Exploded View •••••• • • 00 • : ... 4WG # •.Past # • • •6escription 1 01N/A WaterColors Light Housing 2 R0474000 Light Engine PCB, 12V Large LED Light w/ Light Shaping Diverger 2 R0474100 Light Engine PCB, 120V Large LED Light W/ Light Shaping Diverger 3 R0451101 Silicone Gasket 4 R0450601 Glass Lens 5 R0450701 Clamp Assembly 6 R0450801 Face Ring, Stainless Steel (SS) 6 R0450802 Face Ring, Plastic, Whitet 6 R0450803 Face Ring, Plastic, Black 6 R0450804 Face Ring, Plastic, Gray 6 R0450805 Face Ring, Plastic Set 7 R0450901 Pilot Screw, with Retainer 8 R0451001 Clamp Screws (8 Screws and 8 Retainers) Field Replaceable NO - Purchase New Light YES YES YES YES YES YES YES YES YES YES YES YES Jandy® Pro Series, WaterColors LED Lights Installation Manual Page 15 9.2 Jandy Pro Series Small WaterColors LED Light 7 9 tz:"3 1 2 4 3 5 � 0 t� 0 0 ®� � p D 0 0 8 6 7 8 • Figure 12. Jandy Pro Series 5mall WaterColors LED Light Exploded View . ! DWG # Part # Description Field Kaol�eable 1 N/A WaterColors Light Housing NO - Purchase New Light 2 R0473900 Light Engine, 12V/120V Small LED Light YES 3 R0474200 Diverger, Light Shaping, Small LED Light YES 4 R0400501 Silicone Gasket YES 5 R0400601 Glass Lens YES 6 R0451201 Clamp Assembly YES 7 R0451301 Face Ring, Stainless Steel (SS) YES 7 R0451302 Face Ring, Plastic, White YES 7 R0451303 Face Ring, Plastic, Black YES 7 R0451304 Face Ring, Plastic, Gray YES 7 R0451305 Face Ring, Plastic Set YES 8 R0450901 Pilot Screw, with Retainer YES 9 R0451401 Clamp Screws (6 Screws and 6 Retainers) YES Is • • •• •••••• f a•ff1Y • � ••••i• • • •••• ••••• • • f • • f • i 04 • • •f„•• •00.0 • • • • a••••! f• • • f• **to Zodiac Pool Systems, Inc. 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.ZodiacPoolSystems.com ZODIAC®is a registered trademark of Zodiac International, S.A.S.U., used under license. ZODIAC ® All trademarks referenced herein are the property of their respective owners. ©2012 Zodiac Pool Systems, Inc. H0305500 Rev B 1208 Additional Features Corrosion -resistant Venturi driven air and Reliable, balanced Differentiated limit stainless steel header gas mix for enhanced flow and temperature switches meet bar for extreme heat performance. control with thermal applicable product exchanger durability. regulator valve. safety standards. Ultra -Compact, Lightweight Design Fits 2' x 2' pad and only weighs 126 lbs. or less. EXHAUST S OL 26.5' 0z;___R E�R 167 cm) 9z;__R � �9;--k 97� 16.0" .lf 140.6 ci,l 22.1" --� (56 cm) NOTE: Dimensions are identical on all heater models Model Number JXi200 JXi260 JXi400 . Actuat weight may vary. 4 units per pallet 25.2" f64 c Corrosion - resistant temperature sensors for reliable operation. FR Nr t< 1q3 cm) IcT�hi F• Inie' 6.3"----�22.9' — 16 cm] (58 c n) Outlet — I 18.5.. (47 c 10.13" ml 1 1 t25.7cm) 142cm11 Firing Rate Width Vent Diameter Depth Height Weight Minimum GPM Maximum GPM 200K BTU 22.9" 6" (15 cm) 22.1" 26.5" 117 tbs* 20 120 260K BTU 22.9" 7" (18 cm) 22.1" 26.5" 120 lbs. 25 120 399K BTU 22.9" 8" (20 cm) 22.1" 26.5" 126 lbs. 40 120 Zodiac Pool Systems, Inc. ''o+: 2620 Commerce Way, Vista, CA 92081 `r 1,800,822.7933 1 www.ZodiacPootSystems.com «III{I(p OFS Gy I A ��� Zodiac Pool Systems Canada, Inc. 2115 South Service Road West, Unit #3, Oakville, ON L6L 5W2 1.888.647.4004 1 www.ZodiacPoolSy'stems.ca icO UesIPWhh hmeSricy Sinclair Engineering Company Wind Force Calculations Zodiac Pool Systems, Inc. JXi Gas -Fired Pool and Sna Heater Models 200. 260, 330 & 400 ASCE 7-10 Minimum Design Loads, Chapter 29 and 2010 Florida Building Code -Building, Chapter 16 Calculation requirement: To determine the wind force on Zodiac Pool Systems, Inc. Ai Gas -Fired Pool and Spa Reuter, MQdeCs 200, • • • •; • 260, 330 and 400, when subjected to an ultimate wind speed of 170 mph per 2010 Flt>gda Building �ode- Building, Figure 1609C (nominal wind speed of 132 mph), and located in a flat, expohd place. • • The heaters are square with dimensions of 26.6" tall X 22.1" wide X 22.1" deep and tspge in wei*ht from• • • • • 117 to 126 pounds. The heaters are anchored by (4) 1/4" X 2-1/4" galvanized orpfaten cones screws' •' • • (one in each corner) through 3.79 tall X 1.25 wide X I 1 gauge steel anchor brackets; • •; •; • ....% ...... Design wind force: Per equation (29.5-1) in ASCE 7-10: FM, = gZGCfAf Where: FW = Design wind force in pounds qz = Velocity pressure in 1bJfl at level of top of object G = Gust effect factor (Section 26.9) Cf = Force coefficient (Figure 29.5-1) Af = Projected area of object in square feet Velocity pressure: Per equation (29.3-1) in ASCE 7-10: qZ = 0.00256KZ KztKd V2 K. = Velocity pressure exposure coefficient (Table 29.3-1) Kz = Topographic coefficient (Section 26.8) Kd = Wind directionality coefficient (Section 26.6) V = Wind velocity in miles per hour (Figure 26.5-IC) 8259 North Military Trail, Suite 2, Palm Beach Gardens, FL 33418 • (561) 630-5489 Fax (561) 630-4570 Wind Fake Calculations Zodiac Pool Systems, Inc.,'JXi Gas -Filed Pool and Spa Heaters August 12, 2014 Page 2 of 3 Exposure coefficient: The Exposure Category is "D," which applies for wind flowing over terrain, having Surface Roughness D, for a minimum distance of 5,000 feet or 20 times of the (subject) building height, whichever is greater. (This is a "worst case" scenario.) For Category D with a unit height of less than 15 feet above the ground, Table 29.3-1 specifies the exposure coefficient (KZ) at 1.03. Wind velocity: Wind velocity (V) is specified at 132 mph. Wind velocity pressure calculation: • .'. • • • •' . • • • • • ...... . Per the above equation: ...... • • • • • • QZ = 0.00256 (1.03) (132)2 = 45.94 IMF• • :...:. . •: • ...... ..... Gust effect factor: ...... The gust effect factor (G) is 0.85. . • ' . .. , 00 • Force ' ' • 0 ' coefficient: 0 0 0 The force coefficient (Cf) is 1.0. This applies for a "square" object with a ratio of object height to least horizontal dimension of 26.6/22.1 = 1.20 for wind directed along a diagonal. Design wind force calculation — wind normal to diagonal plane: The projected area (Af) for wind normal to diagonal plane: Af = [(26.6) (22.12 + 22.12) "2] / 144 = 5.77 fl Per the design wind force equation: w = 45.94 (0.85) (1.0 5.7 = 225.3 lb Design wind for calculation — wind from front to rear or either side: Factors and coefficients remain the same except for the force coefficient and the projected area. The force coefficient increases to 1.3 for wind directed normal to face. Af = (26.6 X 22.1) / 144=4.1 ft FW = 45.94 (0.85) (1.3) (4.1) = 160 lbf ateral load per screw = 225.3 lbf / 4 = 56 lbf, Allowable load is 3201bf :. O 8259 North Military "frail, Suite 2, Palm Beach Gardens, FL 33418 • (561) 630-5488 Fax (561) 630-4570 Wind Fora CaleWatiom zodiac Pool Systems, inc., Jxi Gas -Fired Pool Md Spa Heahn August 12, 2014 Page 3 of 3 Overturning moment: OTM = Fw X H / 2 = (225.3 lbf) (26.6 / 2) = 2,997 in-lbf Righting moment: RM = (2/3) wgt X B / 2 = (2/3) (117 lbf) (22.1 / 2) = 862 in-lbf Balance of RM provided by anchor screws = (2,997 — 862) in-lbf = 2,135 in-lbf Force on anchor brackets: (3.79 tall X 1.25 wide X 11 gauge steel) ' • • • .... Anchor force: F = 2,135 / 22.1 "/ = 97 lbf (total, 48.3 lbf per anchor bracket) • • •; • • •.. • •. ...... ...... Bending stress = a = M / S ....' ...... ...... ..... Where: M=FB •• •• ••••• F=48.3lbf :'•;•• ��. ��":' B = 0.55 in �' „% ....:. • M = 48.3 lbf X 0.55 in • •I M = 26.6 in — lbf • S = bh2 / 6 = 1.25 in) (0.1196 in) 2 / 6 = 0.00298 in .: a = M / S = 26.6 in-lbf / 0.00298 in3 = 8,915 psi - Maximum Allowable is 24,000 PSI :. O Force on anchor screws: (1/4" X 2-1/4" galvanized or plated concrete screws) Pull out on anchor screws = 26.6 lbf 1/4" X 2-1/4" concrete screw 2" imbed rated@ 1821bf :.O t Submitted b No IF s ugust 12 2014 '' r Stephen M. Sinclair, P.E. •.�Ca. •°'?'-"' FL Lie. No. 35631 CopJob 14-0i002 y: ` ) 8259 North Military Trail, Suite 2, Palm Beach Gardens, FL 33419 * (561) 630-5488 Fax (561) 630-4570 FLORIDA BUILDING CODE 2010 ULTIMATE WIND SPEED = 170 MPH, 3 SECOND GUST NOMINAL WIND SPEED =132 MPH EXPOSURE = D Ai Series Gas -Fired Pool and Spa Heaters Models: 200, 260, 330 & 400 1.25" X3.79"X11 GA G.S. ANCHOR BRACKET PART No R0593400 (4 REO'D PER UNIT) 2-1/2" MIN. EDGE DISTANCE (TYP•) Anchor Bracket Detail (N.T.S.) (SEE ANCHOR BRACKET DWG. M00267) -- - S07 J OCR 2-1/2" MIN. EDGE DISTANCE SEER OEER 9EER i (TYP.)' V Front View (N.T.S.) 3-1/2-THICK CONCRETE PAD (BY OTHERS) Top View (N.T.S.) Side View (N.T.S.) .... Z1) .1%4"X24/41.,ALV. OR PrATED GOWJC ETE • • • • � • •3QR6 12.lW PEKJOR �. . ++BRACKET (4 TOTAL) "•• **.*' ...... . 090096 000 .... . + . • ... + • . 31/2-THICK • C7?NGRE,TE PAa' (BTOOTHERS) A FLORIDA BUILDING CODE 2010 ULTIMATE WIND SPEED = 170 MPH, 3 SECOND GUST NOMINAL WIND SPEED = 132 MPH EXPOSURE = D Ai Series Gas -Fired Pool and SDa Heaters Models: 200, 260, 330 & 400 1.25"X3.79"X11GA G.S. ANCHOR BRACKET PART No R0593400 (4 REO'D PER UNIT) 2-1/2" MIN. EDGE DISTANCE (TYP•) Anchor Bracket Detail (N.T.S.) (SEE ANCHOR BRACKET DWG. MOO267) HOT .. cHaup 0 2-1/2" MIN. EDGE DISTANCE (TYP.) azia" F.G i A A , IA i M Front View (N.T.S.) Top View (N.T.S.) 3-1/2"THICK L_! CONCRETE PAD (BY OTHERS) 4 A I Q." e• Side View (N.T.S.) 'I (1� 1 %4"X2-1 f4"• tALV. • • • • • QR PLATED M TE • St'W PER �NJCFfJR • *'BRACKET (4 TOTAL) ••�•• ►•• • • 1 *600 ••• • •••. "THICK i • 'PtJ•E PAO • • 5NERS) A ff ff'Ar ff POOL AND SPA BLOWER POOL AND SPA BLouuEr Quieter Operation Built -In Check Valves Less equipment noise* Integrated valve for a more peaceful prevents water damage backyard experience to blower motor High Performance Easy Installation Industry -leading air Convenient bottom mount pressure creation with included wall bracket for powerful, invigorating bubbles 10%decibel reduction compared to Jandy CIT Blower SPECIFICAIIUNS PSB110 1 HP 120 6.0 PSB115 1.5 HP 120 7.9 PSB120 2 HP 120 9.7 PSB210 1 HP 240 3.0 PSB215 1.5 HP 240 3.9 PSB220 2 HP 240 4.9 Performance Curves (60 HZI Model Max Back Pressure PSB110 40" PSB210 PSB115 50" PSB215 PSB120 65" PSB220 Pressure H2O 130 (Inches of Water] 120 110 100 90 80 70 60 50 40 30 20 10 0 Zodiac Pool Systems, Inc. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.zodiac.com Air Flow Rate (SCFMI ........................................................................................................... _ Zodiac POot Systems Canada, Inc. ©2017 Zodiac Pool Systems, Inc. SL6970 Rev A 0117 2115 South Service Road West, Unit #3, Oakville, ON L61L 5W2 ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under 1.888.647.4004 1 www.zodiac.com/ell-ca/canada license. All other trademarks used herein are the property of their respective owners. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES INI. DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM Miami, July 28, 2017 Ms. Lynsie Conn CMA DESIGN STUDIO, INC. 232 Andalusia Avenue, Suite # 101 Coral Gables, FL 33134 Re: Proposed 2 and 3-Story Residences @ 1420 NE 1 Ole` Street Miami Shores, FL • • • • Dear Ms. Conn: • • • • • Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) bbmbfeted a Subsoil Investigation on July 28, 2017, at the above referenced project. The purpose of Q>K Itrvestij0M;Was to help determine subsoil conditions relative to foundation design of the proposed structure... A total of (3) standard penetration boring tests were performed according to AS1'1Lt- )1586 down to an average depth of 35' below existing ground surface at the locations shown in thq attachC-dske-rch. The following graph was developed as a general condition below existing ground surface arthe time of drilling for the subject site (Subsoil conditions are non -homogenous, refer to field boring logs for exact locations and soil description. Average depths are approximate and will vary in the field): Average Denth From To 0'-0" 0'-6" 0'-6" 6'-6" 61-6" 7'-6" 7'-6" 15'-0" 15'-0" 21'-0" 21$-0" 32'-0" 32'-0" 35'-0" Description Topsoil and grass Brown fine sand w/rock fragments Dark brown silty sand Dark gray sandy silt Tan sandy limerock Tan medium sand w/rock fragments Tan sandy limerock Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately Y-6" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. Dewatering for pile caps is expected. 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIUNFOODYNATECHENGINEERING.COM OtEC Re: 1420 NE 101" Street, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; it is evident that deep foundation systems are needed to support the proposed structures and slabs without detrimental settlement. Based on the Florida Building Code FBC 2014, 51h edition; deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Pile Capacity Pile Capacity Allowable Pile Foundation Pile Depth Size in Tons in Tons Lateral Capacity B.E.L.S. Compression Tension in Tons Pin Piles / push piers 35' BELS 3" O sch.80 5 Tons 1 Ton N/A Helical Piles 35' BELS 3" O sch.80 10 Tons 5 Tons N/A Auger Cast Piles 35' BELS 12 Inches 25 Tons 12 Tons 1 Ton Auger Cast Piles 35' BELS 14 Inches 35 Tons 15 Tons 2 Tons B.E.L.S.: Below Existing Land Surface. For computer structural modeling of the building foundation system initial vgrtigat spring! • • • constants of 500 Kpi for compression and 250 Kpi for tension may be used. Thee v8rtical.s�r3ti constant values is the work pile load divided by estimated pile settlement ano j;.used on ou; experience and review of available pile load tests data and settlement estimates in similar . subsurface conditions and shall be refined as the structural model is developed? • • * : 0.0 • Helical piles bearing capacity is a proprietary product dependent on manufac*te(;,; $haft type. size, and steel strength as well as helix size, numbers, spacing, depth, soil profile aAd iiisihIlation toiWe. Therefore, the helical pile specialty foundation contractors and his engineer s1#dl §abmit signed and sealed shop drawings of the proposed helical piles to the building department. 'Me above & � � s ere minimum depth required unless authorized by the geotechnical engineer. Predrilling maybe required to achieve design depths. Lateral Load for a pile Top Deflection of/4 inch. Lateral load capacities may be increased using battered piles. Batter angles can be used for the pile installation of up to 2 inches per foot (Horizontal, Vertical). However, care should be taken not to overlap adjacent piles. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken by the contractor to prevent excessive vibrations in the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (ie: predrilling, jetting, hydraulic push, etc...). The minimum center to center of piles or adjacent piles shall be not less than two and a half the average diameter for round piles, but in no case less than 36 inches to avoid load capacity reduction caused by group effect. Piles shall be driven with a variation of not more than 1/" per foot from vertical, and within 3 inches of the specified plan location. The installation of adjacent piles (located within 6 pile diameters o.c. of each other) on the same working day is not recommended. We recommended that adjacent piles not be installed until the initial grouted pile has set overnight, but no less than 12 hours (Florida Building Code 1810.4.8.). 2 7W WEST 84TH STREET. MALEAH. FL 33M4 PHONE (305) SM-7499 FAX (305) 828-9598 EMAMINFOODYNAIT-M ENGINESRING.COM l _ EC Re: 1420 NE 101" Street, Miami Shores, FL. The grout used in the pile installation shall develop a minimum compressive strength of 5000 PSI at 28 days. Large grout volumes, possibly twice (or more) of the theoretical pile volume, are expected for proper auger cast pile installation due to subsoil conditions. More so where former structures have been demolished and former piles removed causing additional underground cavities. All pile reinforcing must be designed by the structural engineer to resist all axial, bending, and shear stresses, and shall be placed under the supervision of our Geotechnical Engineer to verify compliance with our recommendations. If the pile is not reinforced over the entire length, we recommend a minimum of a single No. 7 bar be placed the full length of the pile to verify pile continuity. All work shall be performed in accordance with the applicable building code. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 130 pcf. Submerged: 70 Pcf. - Angle of internal friction: 30 - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30 for steel piles, 20 for concrete or brick wafts; 15: uncoated steel. 0 . • .6 : ...... Any underground structures such as grease traps; septic systems, etc... must b4swported on pile ...... foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is expavatgd in itsgl}filety and replaced with compacted washed gravel such as pea rock or # 57 stone. ?Mbn utility lines to ":"• underside of structural slabs to limit settlements. .. .. .. . ...... Excavations shall not extend within 1 foot of the angle of repose next tcq exlsidng footings or ....:. structures, unless underpinned. All excavation shoring must be designed and �ispacted bra Florida ; licensed professional engineer. Excavation contractor must make provisions�r Bard egcalvation • conditions. 0000 All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is less than % inch differential and less than 1 inch total settlements. Due to the granular nature of the subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. If dynamic loading is proposed (ie. parking garage, etc...) this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. 3 75o WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.cOM l EC Re: 1420 NE 10Is' Street, Miami Shores, FL This report was prepared in compliance with the 2014 Florida Building Code, 5`" edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. The boring log (s) attached present (s) a detailed description of the soils encountered attest location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may b�ra*�ual. Regardless of the thoroughness of a geotechnical exploration there is alwayg.the;possibilit.% Shat conditions may be different from those of the test locations, the nature and extant ofsuch'vartiations may not become evident until, during or after construction; therefore, DYNATECN?-NGINEE'RING CORP. does not guarantee any subsoil conditions between the bore test hopes.' 7% acc+tW end using this report the client understands and accepts that all data from the b"gs are sbdctly for foundation analysis only and are not to be used for excavation or back filling esfirnites and-phdng. Owner and site contractor must familiarize themselves with site conditions p4btYblidding. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly•Vv ease the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liabieUr any variations in the actual conditions of areas not tested by DEC. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerer yours S S 4�11u� Wissam Naafhani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 `��.►iI�l1111� SHAD �r7 ......G F. i • No.39584 U • ty OR1D?;�' ONA+L'��G 4 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAII:INFOQDYNATECHENGINEERING.COM l EC . . .... ...... .... . ..... ...... .... ..... TEST BORING REPORT:::::: . . . . ...... DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : CMA DESIGN STUDIO, INC. DATE: July 28, 2017 PROJECT : Proposed 2 and 3-Story Residences @ HOLE NO.: B-1 ADDRESS : 1420 NE 101 st Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch DESCRIPTION OF MATERIALS Depth�N �MER: SA I�R aN 2 Hand H 0'-011' to 0'-6" TOPSOIL AND GRASS 4 6 5 12 7 7 6 6 e&%* 11 0'-6" to 6'-6" BROWNISH FINE SAND W/ROCK FRAGMENTS 6 ••r600 •w 8 " 3 . • 2:': 3 6'-6" to T-6" DARK BROWN SILTY SAND lo... 1 w 1 . w• w•w 2 7'-6" to 15'-0" 15'-0"to 16'-0" DARK GRAY SANDY SILT TAN MEDIUM SAND W/ROCK FRAGMENTS' 1$•:• 1 .wi:•. 2'• 16'-0" to 21'-0" TAN SANDY LIMEROCK 14 • 1 •1.0 • 1 1 2 • • • 21'-0" to 25'-0" TAN VERY SANDY LIMEROCK 160. • 1 ; • 4 • 3 3 25'-0" to 26'-0" TAN SANDY LIMEROCK 18 11 12 22 10 it 26'-0" to 28'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 20 A A 28'-0" to 29'-0" TAN SANDY LIMEROCK 22 A A 29'-0" to 32'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 24 A A 32'-0" to 35'-0" TAN SANDY LIMEROCK 26 8 6 15 9 11 28 A A 30 A A 32 A A 34 16 14 26 12 13 36 18 19 38 Water Level: 3'-6" Below Existing Land Surface at time ordrilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER, A: HOLLOW STEM AUGER; R: REFUSAL 5 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7489 FAX (305) 888-9598 EMAIWNFOODYNATECHENGINEE MCICOM , Eq DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : CMA DESIGN STUDIO, INC. DATE: July 28, 2017 PROJECT : Proposed 2 and 3-Story Residences @ HOLE NO.: B-2 ADDRESS : 1420 NE 101" Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch DESCRIPTION OF MATERIALS Depth,,-',- m1V,. 2_DT Hand H 0'-011' to 0'-6" TOPSOIL AND GRASS 4 6 5 14 9 8 6 7 ..to 10 0'-6" to 6'-0" BROWNISH FINE SAND W/ROCK FRAGMENTS 4 • • 6'-0" to T-0" GRAYISH SILTY SAND • • • 2 . • ; • 2 T-0" to 12'-0" GRAY SANDY SILT tb.•••. .... 1 1 • 1 ...1... 2• 00 120: • •; ... 1 • • •t • • 2• • 12'-0" to 13'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 13'-0" to 20'-0" TAN SANDY LIMEROCK 1 3 3 • 4 ...6... 7.. 16•' 6 S•. 9 ' •12• 14 20'-0" to 25'-0" TAN VERY SANDY LIMEROCK 18 16 12 23 25'-0" to 26'-0" TAN SANDY LIMEROCK 11 10 26'-0" to 28'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 20 A A 28'-0" to 29'-0" TAN SANDY LIMEROCK 22 A A 29'-0" to 32'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 24 A A 32'-0" to 35'-0" TAN SANDY LIMEROCK 26 7 7 15 8 6 28 A A 30 A A 32 A A 34 18 20 36 16 15 36 12 14 38 Water Level:3°-6" Below Existing Land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER A: HOLLOW STEM AUGER; R: REFUSAL 6 7S0 WEST 84TH STREET. MALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-8598 EMAIL INFOODYNATECHENGDaMNG.COM t DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : CMA DESIGN STUDIO, INC. DATE: July 28, 2017 PROJECT : Proposed 2 and 3-Story Residences @ HOLE NO.: B-3 ADDRESS : 1420 NE 101St Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch DESCRIPTION OF MATERIALSSIM Depc6 �i�A1VYl�yl�lt Bxws�gx ;SAiVtPLR ' KN„ 2 Hand H 0'-0"' to 0'-6" TOPSOIL AND GRASS 4 5 4 .. 6 . • 10 0'-6" to 6'-6" BROWNISH FINE SAND W/ROCK FRAGMENTS 6 • • 7 •6- •; 10 (•. • ' 4 2' 3 % 6'-6" to 12'-6" GRAY SANDY SILT 100• • • 1 0400 2 . • 12'-6" to 13'-6" TAN MEDIUM SAND W/ROCK FRAGMENTS 13'-6" to 20'-0" TAN SANDY LIMEROCK 1 1 1� 0 200 14 • • 2 P • o •• 6 • 20'-0" to 24'-0" TAN VERY SANDY LIMEROCK 3 •V 16 5 9 21 24'-0" to 26'-0" TAN SANDY LIMEROCK 12 16 26'-0" to 28'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 18 14 12 23 11 12 28'-0" to 29'-0" TAN SANDY LIMEROCK 20 A A 29'-0" to 32'-0" TAN VERY SANDY LIMEROCK 22 A A 32'-0" to 35'-0" TAN SANDY LIMEROCK 24 A A 26 6 6 14 8 9 28 A A 30 A A 32 A A 34 22 18 34 16 15 36 17 16 38 Water Level: 3'-6" Below Existing Land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL 7 750 WEST 84TH STREET. HIALEAH, FL 33M4 PHONE (306) 828-7499 FAX MS) 828-9598 EMAILINFOODYNATECHENGINEERING.COM l _ Eq" SITE PLAN . . .... ...... ...... .. . ...... .... . ..... ...... .... ..... .... ... ...... . . . . ...... Boring Test Location DYNATECH ENGINEERING CORP. Client: CMA Design Studio, Inc. N Scale: N.T.S. Project: 1420 Northeast 101 Street, Miami Shores, FL 33138 1 Date: July 28, 2017 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after -_ building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered prel iminary and additional borings would need to be performed after the structures) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted, as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reseawed pending our written approval. • • • • • • • • • • ...... .. . ...... KEY CLASSIFICATION & SYMB .... . ..... ...... .... ..... Correlation of Penetration Resistance With : • • : • : Earl! eize' • Relative Density and Consistency • • • • • - - Boulders > 12 4n."" Cobble • •' : 3 in. jo jdr�. � • • • • '•,- � Cone Penetration � Standard., elative Gravel 4.76 tmn�to Sin. Tests Penetration cm' (Blows/ft.) Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0.074 mm Sands 0-16 0-4 Very LooseClay < 0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm Modifiers 81-120 21-30 Very Firm Over 120 31.50 Dense 5% - 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey Silts & 0-3 0.2 Very Loose 30% - 50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0% - S% Slightly Trace 10-17 5-8 Firm 6% - 10% Trace 18-31 9-15 Stiff ll% - 20% Little 32-60 16-30 Very Stiff 21% - 35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts) , bEV LL{.taNa1.ALI&14 VLKUNrLbN LALI MAL htLAJ6b l Jsb I LLVV I Abbbb A Ub ILLWt 1UK1LLdNbbbKVLUib L1\ DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM Miami, July 28, 2017 Ms. Lynsie Conn CMA DESIGN STUDIO, INC. 232 Andalusia Avenue, Suite # 101 Coral Gables, FL 33134 Re: Proposed 2 and 3-Story Residences @ 1420 NE 10 l S` Street .' • • • . . . .... Miami Shores, FL • • • • • • • ...... • • ...... .. . Dear Ms. Conn: • ...... Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) co tged Pe ; ; ; ; ; • Wj#tion Tests on July 28, 2017 at the above referenced project. The purpose of our.il' altigatida0a to ...... help determine the hydraulic conductivity for storm drainage design. • • • • • • • • . . . . The above hydraulic conductivity represents an ultimate value. The desigoer,ftuld ecide on ...... • the required safety factor. This value is based on the existing soils at the lochtioli of tht te§t.. In the event the test location is changed or the soil removed and replaced; the test results Qf need to be re-evaluated. Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 3'-6" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations, construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. In case of existing structures, existing footings, new foundations and proposed drainage lines, provisions shall be made by the structural engineer, the civil engineer, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The drainage system installation depth and dimension must be verified in the field during construction. 750 WEST 84TH STREET, HLUXAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL.INFOODYNATECHENGINEERING.COM Re: 1420 NE 101s Street, Miami Shores, FL This report was prepared in compliance with the 2014 Florida Building Code, 5th edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of�the recovered soil samples and interpretation of the driller's field log (s). I t indicates dfAy the approximate boundaries between soil types. The actual transitions between aii1acent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploratiguAcre is always the possibility that conditions may be different from those of the test locations, tke-nature and extent of such variations may not become evident until, during or after con3tT[ietion; therefore; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil cvlMiions between the bore test holes. In accepting and using this report the client unJj ds and gcepts that all data from the borings are strictly for foundation analysis only and dre hot to be, used for excavation or back filling estimates and pricing. Owner and site contragtor. rqust fame Iarize themselves with site conditions prior to bidding. Client recognizes that actual tolitlitiort ijfftas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC. This report is not a Phase I and/or Phase II Environmental Site Assessments. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Nifimani,P. E. C E 4-P;-, DYNATECH ENGINEERING CORP. No.3g '. Florida Reg. No. 39584 Special Inspector No. 757 ti -A Certificate of Authorization No.: CA 5491 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) SM-7499 FAX (305) 828-9598 EMAIL INFOODYNATECHENGINEERI NG.COM or . . .... ...... ...... .. . ...... ...... .... ...... ....4, . ..... . ...... .... ..... . . . 00600 .. . ...... ...... . oe . . . . ...... '"'�' '""' PERCOLATION TEST �.:::• ' GP.OTECHNICAL I ZtMRONM$NTAL I MATENA S TESTING I ASBESTOS I ROOF TESTING I INSPECTION SUMCES I DRtl t iNG SERVICES _DEC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST DATE : July 28, 2017 CLIENT : CMA DESIGN STUDIO, INC. PROJECT : Proposed 2 and 3-Story Residence @ PROJECT LOCATION : 1420 NE 1015t Street, Miami Shores, FL LOCATION OF TEST : SAS DIAMETER OF HOLE : 7" •.. • ; .... TEST NO. : P-1 600VO ' •....• • TEST DEPTH (feet) 0-15' ...... .... AVERAGE FLOW (GPM) 4.2 """ ' -4 AVERAGE K (CFS/Sq. Ft -Ft Head) 2.40x10 * The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 3'-6" Below existing ground surface. SUBSURFACE INVESTIGATION Death Below Ground Surface Soil Description 0'-0" to 0'-6" Topsoil and grass 0'-6" to 6'-0" Brownish fine sand w/rock fragments 6'-6" to 7'-0" Grayish silty sand �•��p,RA-SAA,6 7'-0" to 12'-0" Gray sandy silt 121-011 to 131-011 Tan medium sand w/rock fragments�i�g5� 13 -0 to 15 -0 Tan sandy limerock Respectfully submitted, 0 `•.,,�. Field Tech: A.S. "' Ny t C� f Wissam Naamani, P. E. � / I r , , DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 * As a mutual protection to the clieaN the public and ourselves, all reports are submitted as the confidential property of clients, and authorisation for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 750 WEST 84TH STREET, HIALEAH. FL 33024 PHONE (305) 828-7499 FAX (305) 828-9598 EMAILINFOODYNATECHENGINEERING,CAM ISEC SITE PLAN Q P-4: Percolation Test Location 0 DYNATECH ENGINEERING CORP. Client: CMA Design Studio, Inc. Scale: N.T.S. Project: 1420 Northeast 101 Street, Miami Shores, FL 33138 Date: July 28, 2017 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted,as confidential prop %V of clients, and authorization for publication of statements, conclusions, extracts from or regarding our rppoftsois reseroedpending atir • written approval. • • • ...... .. . ...... KEY CLASSIFICATION .too & SYMBOLOSO0 `••��• ••:••. . .... ..... • • to 0 :00:*: so Correlation of Penetration Resistance With Article We Relative Density and Consistency Boulders • • y 12 in, • • • Cone Penetration Standard•' elative Cobble 3 in. to 1'iti" Gravel 4.76 mm to Sin. gists Penetration /cm lows/fDensitySand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0'.074 mm Clay < 0.045 mm Sands 0-16 04 Very Loose 17-40 5-10 Loose 41-80 11-20 Firm odifiers 81-120 21-30 Very Firm Over 120 31-50 Dense 5%- 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30% - 50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0% - 5% Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff 11% - 20% Little 32-60 16-30 Very Stiff 21% - 35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts) G.Q THIS MPitUS JOB AT Tl�ilif OF' I NSPFi;61,UN y • • i Li • • /�l �`T•'�/ �kk e • , An DRAIN FIELD BY OTHERS UNDERGROUND SEPTIC TANK BY OTHERS SHEET LL O +7.W r PROPERTY LINE o i � +4P3' N.G.VD. — I I I _— r � r�1 I I I II C I I I I I I II I I I F� IL I F i I II L J L J� I I ---'_-- I I I III I 1 I F 1 I I GARAGE. I I EL +&W N.&VD. I J I L I I , I I I I I I I I F,= 6'-8" 111 0 LAWN un 10'-1"± POOL & J FOUNTAIN EQUIP'T LOCATION CABANA BATII & SPA 0 EL +850' N.&VD. FOUNTAIN EL +14-W N.&VD. GARAGE EL +&W NAVA I ❑° !II COVERED TERRACE •--18 z 38 CONCRETE COLLW PROPERTY LINE (REFER 70 DETAI 2/A&6) u'i KII N.G.VA _ J 15 4 UNDERGROUND EPTIC TANK BY OTHERSILjll T-- J 1 __ y T y , r-I l _y_--y J I I 11 1L, , 1 j I O 1'-_-y- r I� ii i11 LIM 1 all I I I _ ' EQUIPMENT OAREA 1 1 11 1 1 1 EL +&W KOWA ❑ � fL +014.OD' N.&VD. J F 1 I 11 till ® ® ® o 0 0 ❑000 1 ® 1 Il 11 1 1 I— 9'-5" � 9'--5" EL +10.00 N.G.V.D. 6 O - 4 POOL SPA SUNSHEIf{ EL +IDDo• L N., V.D 2p 42'-91„ � �❑ - - PROPERTY LIN DOCK (NOT PART OF PERM IT) COVERED TERRACE EL +14-W N.&VD. ELEVATUK VESTIBULE F KIDS KIDS FAMILY ROOM I EL +� -W )M&VA FL +14-W N.&VD. +sw N.C.VD. DRAIN FIELD BY OTHERS LAWN I KIDS IL TERRACE EL +14.00' 11 I O O EL +0930' N.&VD. EL +09-V NAVA .f LAWN m W cl� DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVISIC'14S: ORDER: xx S.F. DATE T DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 4 Van Kirk & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 SITE SCALE: 1/16" =1 PLAN DONALD CESARONE & ASSOCIATES, LLC CA #32499 CE Sq �� • • . /i \ CENS�'' 12190 NW 15TH COURT �p� • CORAL SPRINGS, FL 33071 •��% No. 841 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM _ ,C¢'' _ �•'.• STATE OF DONALD M. CESARONE, P.E. �'�`� • F< O R I O ' �•� � /�i FLORIDA REGISTRATION #84155 S'•••''••••••''••••G ��� CIVIL ENGINEER IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES UNDERGROUND _ SEPTIC TANK BY OTHERS I 6'-8" I I I� it I I POOL EQUIP'T SLAB SCREEN EQUIP'T o I WITH SHRUBS PLANTED u; AT 36',.HIGH I POOL SPECIFICATIONS POOL SIZE: 12'-4"' X 42'-9 z" POOL DEPTH: 3' TO 5' PERIMETER: 110'-3" LF SURFACE AREA: 681 S.F GALLONS: 15,927 + 415 + 3,381 = TOTAL 19,723 POOL PUMP DATA BASE CURVE-C FLOW 46.8 GPM. POOL VOLUME TURNOVER TIME =7.3 HRS. POOL PUMP: JANDY VSSHP270AUT 150 GPM MAX FLOW RATE. FEATURE PUMP: JANDY VSSHP270AUT 150 GPM MAX FLOW RATE. FILTER: JANDY CL-340 SF CARTRIDGE CHLORINATOR: JANDY AQUA PURE 1400 HEAT PUMP : JANDY JE3000T 137K BTU's POOL LIGHT: (4) JANDY LED NICHES BASIN LIGHTS: (2) JANDY LED NICHES f. NOTE: EQUIPMENT PAD DIMENSIONS, LAYOUT AND •' LOCATION SHOWN ARE ONLY ESTIMATED. CONTRACTOR TO VERIFY EQUIPMENT SIZE, INSTALLATION AND CLEARANCE REQUIREMENTS �` �• BEFORE INSTALLATION. 2" JETS POOL SPECIFICATIONS Cont. AUTOMATION: IAQUALINK RS CLEANING LINE: YES POOL RETURNS: FLOOR 8 POOL RETURNS: WALL (2) AT SUNSHELF GEM FINISH: YES (1) 12'-4" SWIMOUT WITH CAP TILE CAP TILE ON STEPS & SUN -SHELF: YES DECK: BY OTHERS ENCLOSURE: EXISTING FENCE SPA SPECIFICATIONS POOL PUMP: JANDY VSSHP270AUT 150 GPM MAX FLOW RATE. SPA SIZE: 5' X 8' DEPTH: 3' HANDHOLDS: NO PERIMETER: 26 L.F SPA RAISED: NO AREA: 40 S.F DIFFUSER FLUSH FLR. RET.: 4 GALLONS: 897 SPA LIGHT: (1) LED NICHELESS (3) THERAPY JETS W/ 2HP AIR BLOWER NAT. GAS HEATER : JANDY JX1400 399K BTU's COVER TERRA, 60'-4" 1" CONDUIT FOR EACH LIGHT I�I�f�pl '�I�Y I`la'I• LOOP Illlllllllf ,III I I, t'i l'I•11w l Il. IIIII I:�1I.1M'l. jl.l.l: F________________ ______ - l----- - -------- ------ --------- ---- liil Ill, COVERED ii �---- - ------------- - TERRACE Ilil --- lllllllll iiilil , I I Iili Illl EL. +14.50' N.G.V.D. llll I I I I Illl lllllllll Illlll lllllllll Illlll llil llll Il I I oo III _ _ lllllllll Illlll l l I Illl l 11 I Irrr = 3" SPA FLOOR RETURN LINE �I-t�l l l l l l l l l l l l l I I 1 1 1 I Illll l I 1 I l 3" THERAPY JETS LINE I I II II [ I II 4" SPA MAIN DRAIN LINE 1 lllllllll Illlll Illlll IIIL---------------------- --''ii J)i IIIIIIIII lllllllll IIIIIL LL ____- ------------------------ l l I l I I I I I I LL = ___________________-_- - - - --_-_-_- - - i lllllllll _ ___�/ lllllllll________________________________ IIlllll--------------------------- ----� ill 112„ III LL Go SUNSHELF 1.5" • 2,. 3•0. � • 3„� POOL • • 2„ 2„ 2„ � r(� I i 12" i • L--- J • i • I 3„�--- i SP --- I 5'-0" 2.5" SPA FL. 3'D. I 4" POOL MAIN RETURN LOOP , BASIN 2" VAC LINE I i DRAIN LINE I 11�-LL----_-____ ___-_-_-___ - _--__ ��`\\��\__ _ LL___________________________ ____��`-_ = _____________ --__ -�______________________ 2" BLOWER LINE �____ ___________ ___ - L PLAN 1" PVC COND. 4" BASIN - LIGHT LINE DRAIN LINE SCALE: 1/8" =1' SHEET LL O r I � z I I � I �I J I `3" SUNSHELF WALL RETURN LINE I -- - - - - - - -- -I-J --J I 1 1" PVC COND. ______________� 1-----------' J LIGHT LINE ------------ 3" FLOOR RETURN LINE TO 3" FLOOR 4" BASIN MAIN FEATURE PUMP RETURN LINE TO DRAIN LINE FILTER PUMP - _ - - - PROPERTY LINE DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION -18- JOB N0: ALLE207 -18-EVIN 06/13/19 REVISION PER CITY REVIEWER COMMENTS DESIGNER: VAN KIRK ONE DRAIN RELOCATED FROM POOL TO BASIN - LINE SIZES REVISED DRAWN BY: ROBERTO Van Kirk & SONS POOLS 8: SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 E i DONALD CESARONE & ASSOCIATES, LLC CA #32499 '•••\ CEN ••' ' 12190 NW 15TH COURT O : 40 •• CORAL SPRINGS, FL 33071 No. 84155 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM _* =� f�, ), tj STATE OF p< DONALD M. CESARONE, P.E. �5., OR 1 OP' .�G�� • 1 FLORIDA REGISTRATION #84155 � i ��OIVi4L "\\�`\ CIVIL ENGINEER ////Illlll\\\ IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES UNDERGROUND SEPTIC TANK BY OTHERS I 6'-8" I \1I I I I� it L---J POOL EQUIP'T SLAB SCREEN EQUIP'T o I WITH SHRUBS PLANTED L„ AT 36'_HIGH i F--i HI a 04 aO1 POOL SCALE: 1/8" =1' SHEET 0) LL 0 r POOL SPECIFICATIONS POOL SIZE: 12'-4"' X 42'-9 1" POOL DEPTH: 3' TO 5' PERIMETER: 110'-3" LF SURFACE AREA: 681 S.F GALLONS: 15,927 + 415 + 3,381 = TOTAL 19,723 POOL PUMP DATA BASE CURVE-C FLOW 46.8 GPM. POOL VOLUME TURNOVER TIME =7.3 HRS. POOL PUMP: JANDY VSSHP270AUT 150 GPM MAX FLOW RATE. FEATURE PUMP: JANDY VSSHP270AUT 150 GPM MAX FLOW RATE. FILTER: JANDY CL-340 SF CARTRIDGE CHLORINATOR: JANDY AQUA PURE 1400 HEAT PUMP : JANDY JE3000T 137K BTU's POOL LIGHT: (4) JANDY LED NICHES BASIN LIGHTS: (2) JANDY LED NICHES r „ NOTE: EQUIPMENT PAD DIMENSIONS, LAYOUT AND LOCATION SHOWN ARE ONLY ESTIMATED. :•: :' CONTRACTOR TO VERIFY EQUIPMENT SIZE, . '' ' ' •:'. INSTALLATION AND CLEARANCE REQUIREMENTS '" ,;'' , :•`. �.; > ' BEFORE INSTALLATION. 2" JETS POOL SPECIFICATIONS Cont. AUTOMATION: IAQUALINK RS CLEANING LINE: YES POOL RETURNS: FLOOR 8 POOL RETURNS: WALL (2) AT SUNSHELF GEM FINISH: YES (1) 12'-4" SWIMOUT WITH CAP TILE CAP TILE ON STEPS & SUN -SHELF: YES DECK: BY OTHERS ENCLOSURE: EXISTING FENCE SPA SPECIFICATIONS POOL PUMP: JANDY VSSHP270AUT 150 GPM MAX FLOW RATE. SPA SIZE: 5' X 8' DEPTH: 3' HANDHOLDS: NO PERIMETER: 26 L.F SPA RAISED: NO AREA: 40 S.F DIFFUSER FLUSH FLR. RET.: 4 GALLONS: 897 SPA LIGHT: (1) LEO NICHELESS (7) THERAPY JETS W/ 2HP AIR BLOWER NAT. GAS HEATER : JANDY JX1400 399K BTU's COVERED TERRACE 1" CONDUIT FOR EACH LIGHT II 11� �111I1w rl III I .l�IrM'I;II.I.I I� t: ilk COVERED I I I I I I I I I TERRACE LOOP F_________ _______ r-------- ------ IIII------- ----- I �jl ______ ! ----- _ _ _---------- -- ----- ------ - - - - -------------�-------__----- ------- - -� I I .. • -- - - - - -� I � EL. +14.50 N.GNA l IIIIIII IIIIII IIII IIIIIII IIIIII IIII 1111111 IIIIII IIII IIII I IIII I oo �111 �� - - I1 I I I I IIIIII IIII IIIIII 3" SPA FLOOR RETURN LINE err= II IIIIIII IIII I I I IIIIII I r - 3" THERAPY JETS LINE IIII IIIIIII 1 11 1 11 IIII I 3" SPA MAIN DRAIN LINE IIIIIII IIIIII IIL --------------_-----------J/i/ / I 1.5" I I� I I II I I J `3" SUNSHELF IIIIIIIL---------------------------� / 1111111 II�L________________________ __ �/i I RETURN LINE I I I- -_--_-_-_--_-_-_--_-_-_-_-_--_-_-_-_-_--_-_-_- ___ -� 2.5" SPA FL. I I _ I IIIIiIL� -------------------------- ------ BASIN RETURN LOOP I 3'D. I �2" VAC LINE 1 IIIIL-------------------------- __ I I L-------------------------------���---__________________---------------L.�----=====J-----1----------------J I 2" BLOWER LINE `� - - -------------------------------- = ________- 1------------------J 3" FLOOR 3" FLOOR 4" POOL MAIN PLAN 3" BASIN MAIN 1" COND. RETURN LINE TO RETURN LINE TO DRAIN LINE DRAIN LINE LIGHT LINE FILTER PUMP FEATURE PUMP II e • POOL • • I I I I SP III I I F JD 1 2 1 2 2" I 2 I -J -4� �I i _ _ i SUNSHELF ." 17 2" I I 12" 1.5„ 1 1 L J• i • I i• • L--- -- — — — PROPERTY LINE DRAWN DATE: 05/07/2019 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. ALLEN RESIDENCE DATE DESCRIPTION JOB NO: ALLE-18-207 1420 N.E 101 ST. DESIGNER: KEVIN VAN KIRK MIAMI SHORES, FL 33138 DRAWN BY: ROBERTO 4 Van Kirk & SONS - POOLS SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 WALL DONALD CESARONE &ASSOCIATES, LLC i CA #32499 Pam•,.••• r 12190 NW 15TH COURT O?•' �,� CEN19 CORAL SPRINGS, FL 33071 _; ' No. 841 TEL: (954) 895-8403 i* . �• DMCESARONE@GMAIL.COM % STATE Off DONALD M. CESARONE P.E. ^'•'•. A-4 ORI V p' .•' . � FLORIDA REGISTRATION #84155 ��i� SS' •"".••'A�j\\�� CIVIL ENGINEER IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 4 Van Kirk & SONS - POOLS SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 WALL DONALD CESARONE &ASSOCIATES, LLC i CA #32499 Pam•,.••• r 12190 NW 15TH COURT O?•' �,� CEN19 CORAL SPRINGS, FL 33071 _; ' No. 841 TEL: (954) 895-8403 i* . �• DMCESARONE@GMAIL.COM % STATE Off DONALD M. CESARONE P.E. ^'•'•. A-4 ORI V p' .•' . � FLORIDA REGISTRATION #84155 ��i� SS' •"".••'A�j\\�� CIVIL ENGINEER IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES UNDERGROUND SEPTIC TANK BY OTHERS POOL EQUIP'T SLAB (SCREEN EQUIP'T W/ SHRUBS PLANTED AT 36" HIGH) COVERED TERRACE EL. +14.50' N.G.V.D. IN DECK, STAIRS & RAILING BY OTHERS 9 - 5 ---I EL. +10.00' N `G.V j. 0 W o �I a DIMENSION PLAN �" 0 SCALE: 1/8" =1' +9.00' (T.O. OULDERS +8.00 SHEET 0) LL O N COVERED TERRACE N EL. +14.50' N.G.V.D. DECK, STAIRS & _ RAILING BY OTHERS .0000. 9'-5,r .... ...... 60'-4" .. ••• , �10" ,jLjL• go: as 18, 391-32 ... ., •• .••..• ---- 181, SPA BENCH & STEPS 11_� 5'D. b"p of f- W/ CAP TILE POOL go go SPA ' 9p SUNSHELF 2' i i 42'-92" 9'-01, EL. +10AT •• , ""•• • i i 1'i 1'i SUNSHELF / SWIMOUT N.G.V.D. I ... p I o WITH CAP TILE z f 3•p BASIN B 4 — — — — — — DECK BY OTHERS — — — — — — _ — co _ N co cD rn e1 , D rn N n m T — I W — DO- rDrn -� -n +R rin - PROPERTY LINE DOCK (NOT PART OF PERMIT) DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 4 Van Kirk -- __& SONS - POOLS 8- SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT CORAL SPRINGS, FL 33071 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 CIVIL ENGINEER CEN 'ryee No. 8415 •'.• o3TATE OF• F/ORIOP •\\�� �.S41 IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES m m m 0 in SHEET ILL M 60'-4" 2'-61 3'-6„ 2 5„ 5'-0„ 91412„ 9, 412„ 9, 41 9, 41 9, 41 I I I I I I (V I -- -- fi i -------- - — - — - — - --—- — - — --- - — - — - — -------- {-�- I I I I I I I 37D I I I 3'D. I I 5'D.I 6"D. I • •.. • • I I I I i l l ••4••� •• p • • • • I I 1"I I I I 1 f'A d .. •.. • • •. •••.• � � Fes-. •••••• •• • s••••• • • • • • 2'-61" 8'-6" FOR SECTIONS 9'-42" TYPICAL (22) PILES A & B SEE SHEET 4 OF 9 14" DIA. AUGER CAST PILE W/ 35 TONS ALLOWABLE COMPRESSION / 15 TONS ALLOWABLE TENSION CAPACITIES. EMBED PILE 4" INTO 3' X 3' X 8" THICK SHEAR CAP AND HOOK PILE STEEL INTO TOP MAT OF SLAB STEEL USING STANDARD ACI HOOKS. PILE DESIGN. PERMITTING. AND INSTALLATION BY OTHERS IAW WITH SOIL REPORT RECOMMENDATIONS. PILING CONTRACTOR TO PROVIDE ENGINEER OF RECORD WITH CERTIFIED PILE INSTALLATION LOG AND AS -BUILT SURVEY. �p LOCATION PLAN �Cy. PILINGS SCALE: 3/16" =1' DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 4 Van Kirk & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 I I I I I C DONALD CESARONE & ASSOCIATES, LLC \����� CA #32499 12190 NW 15TH COURT P�-.,.•••••• -S4 : O?•'•�,� CENS�••,O CORAL SPRINGS, FL 33071 No. 84155 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM - /; SATE OF/ /�••�� i'� •'•. �< OP .•'� .'••••••'•'.•�G DONALD M. CESARONEI P.E. FLORIDA REGISTRATION #84155 CIVIL ENGINEER ��, TONAL IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES k%— ELEV. 60'-4" 2.5" 1 18„ 101, 10" 9„ ' 5'-0„ 9" 42'-32„ WATER +9'-9" ELEV. m LEVEL SLIP RESISTANT DARK COLOR TILE CONTRASTING WITH INTERIOR COLOR OF POOL. MIN. 2" WATER +10' ELEV. TOP OF WALL BENCH 12" TYP. (31 WIDTH ON THE TREAD & RISER FOR FULL LENGTH OF STEPS LEVEL �< A7 SPA a � _ '\ �; o Ln POOL o .\ L^ # 4 (la 12" 0 C E W ,, /Zn '=. N /\\ EACH WAY \\ 1:��M AX. �// %/ %/ %/ %r ✓/ /� ! ///!\t /d ///`////` #4 12" 0/C . / j\j\\j\y\% �y �^ °a \//\//\//\�\//.�j 2'- 5" \\ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ v\/\/\/\/ /\/\ EA%H WAY, %/�\//%//%\//%/�\//%//%//% / ° ///%/�\//%\/�\//%//�\//�\//i _ • Y//`Y / ij/.//� � � <.ijj//j/////�'r�' h�/i��/i��i� ��/i���i;��r��9i��/i �/ \ . .j//j//jjj\\ �%j\ j #4 @ 6 / j// / / j�\3' X\3'\X\r- TN• K SH AR• P ' • • • •' \.\\�\\�\\\i\ , //��j,\\ /\%j�%j\%j\%j\� j\%j\%j\\ /j\%j\� j\%j\%j\�,\/ j j\� j %j\ j�// /j\�//\�/j\%j\�/�/j�/j \0 %j\�% R EINF ORCE D'IAf #4 6''• OeEW ..... 3 0 /\\/� P R 0 VI D E 3' XLU R A BDIM PIS. S A N D •SI DL•S IN y / T-6" 5'-0„ 9,_42„ 9'-42„ 9,-42„ 9'-42„ ...... POOL SECTION "A"_ ' 10" CONCRETE SLAB REINFORCED W/ #4•(el 12" OCEW T8p & BOT:••••: SCALE: 1/4"1 PROVIDE 3" CLEAR FROM SOIL PROVIDE 1.5" CLEAR F4014ATER MIN. 24" LAP HOOK SLAB REBAR MIN. 24" INTO WALLS AND CORNERS +8'-5" ELEV. 1 60'-4" +8'-2" ELEV. WATER m TOP OF WALL LEVEL TOP OF WALL \/ #4 @ 6" O/C \/ EACH WAY #4 12" O/C BASIN o ? #4 (la 6" O/C EACH WAY m T-0" EACH 00 SHEET 00 U. 0 8,-6„ 3' X 3' X 8" THICK SHEAR CAP REINFORCED W/ #4 @ 6" OCEW PROVIDE 3" CLEAR ABOVE PILE AND SIDES EMBED PILE 4" INTO CAP \\\\\\\\\\\/\\\//\\\\\\\\\\\\\\\\ \\\\\\/ #4 (al 12" \/ii\//i\//i\�i\/%\//i\//i\%i\//i\//i\\ r./i\/%i\/%\/%\/%\%i\//i\//i OCEW / / / /. 9'-42„ 9,-42„ 9,-42" — 9' " -42— 14" DIA. AUGER CAST PILE W/ 35 TONS ALLOWABLE COMPRESSION / 15 TONS ALLOWABLE TENSION CAPACITIES. EMBED PILE 4" INTO 3' X 3' X 8" THICK SHEAR CAP AND HOOK PILE STEEL INTO TOP MAT OF SLAB STEEL USING STANDARD ACI HOOKS. PILE DESIGN, PERMITTING, AND INSTALLATION BY OTHERS IAW WITH SOIL REPORT RECOMMENDATIONS. PILING CONTRACTOR TO PROVIDE ENGINEER OF RECORD WITH CERTIFIED PILE INSTALLATION LOG AND AS -BUILT SURVEY BASIN SECTION "B" SCALE: 1/4" = 1' DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION -18- JOB N0: ALLE207 -18-EVIN 05/31/19 1 REVISED ELEVATIONS AS SHOWN DESIGNER: VAN KIRK DRAWN BY: ROBERTO Van Kirk & SONS POOLS SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 9'-4`l" i2'-5„ DONALD CESARONE & ASSOCIATES, LLC \���`� M QE ' CA #32499 GENSF 12190 NW 15TH COURT •• �,\ �:• CORAL SPRINGS, FL 33071 No. 8415 ' TEL: (954) 895-8403 \\ DMCESARONE@GMAIL.COM _.*+J - �••.• STATE OF DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 p< OR OP •' ��i�ss•''•• •••''��`� CIVIL ENGINEER11 \\\��`` IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES +10ELEV. 60'-4" 2.5" 101, 9" 5'-0" 9" 42'-32" WATER SLIP RESISTANT DARK COLOR TILE CONTRASTING WITH INTERIOR COLOR OF POOL. MIN. 2" LEVEL 12" TYP. (3) WIDTH ON THE TREAD & RISER FOR FULL LENGTH OF STEPS BENCH / SPA • �: W --IC14 O N O Ln POOL Ln E A H W A Y +10' ELEV. 10" \1 T-6„ 5,-0„ 9'-42„ 9'-42„ POOL SECTION "A" SCALE: 1/4" = f WATER +10' ELEV. LEVEL �N j T-0„ \\% SHEET a) LL O 2'-61" #4 @ 6" O/C EACH WAY 60'-4" #4 (la 6" OCEW \\ ` # 4 6' OCEW�\j\ 9'-42" 18" 10" 9'-0" WATER LEVEL +10' ELEV. ;o O SIN o ,NX \ `^ E WAY 1 : 3 MAX. 3' X 3' X 8" THICK SHEAR C \/\ REIN FORCED 21 / # @ 6" %1 � • \/0, PROVIDE 3" CL'�AR ABOVE 8II � AND SIDESS•:' ...... 9'-42' 9'-42„ • — 10" CONCRETE SLAB REINFORCED W/ #4 (4-N'.00EW TQP & BOT "'•• PROVIDE 3" CLEAR FROM SOIL PROVIDE 1-Y'06CAR FRUR609TER "'••� MIN. 24" LAP HOOK SLAB REBAR MIN. 24" "T-1 44tALLS AND.CORNERS"';' • . . • . 10" +10' ELEV. BASIN -I / �N #4 (la 6" O/C I I s T-0 EACH WAY #4 (la 6" OCEW 8'-6„ 9'-42„ 9,-4"' 9'- 4"' 9'-42„ — 3' X 3' X 8" THICK SHEAR CAP 14" DIA. AUGER CAST PILE W/ 35 TONS ALLOWABLE COMPRESSION / 15 TONS ALLOWABLE TENSION CAPACITIES. REINFORCED W/ #4 @ 6" OCEW EMBED PILE 4" INTO 3' X 3' X 8" THICK SHEAR CAP AND HOOK PILE STEEL INTO TOP MAT OF SLAB STEEL USING PROVIDE 3" CLEAR ABOVE PILE AND SIDES STANDARD ACI HOOKS. EMBED PILE 4" INTO CAP PILE DESIGN, PERMITTING, AND INSTALLATION BY OTHERS IAW WITH SOIL REPORT RECOMMENDATIONS. PILING CONTRACTOR TO PROVIDE ENGINEER OF RECORD WITH CERTIFIED PILE INSTALLATION LOG AND AS -BUILT SURVEY. BASIN SECTION gn SCALE: 1/4" = f DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO Van Kirk - & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 9'-4�1" 2,-5" DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT Q�-�.•••�•CE`S�9 : O� •' LENS •''� �:• • •• CORAL SPRINGS, FL 33071 ; ( No. 8415 TEL: (954) 895-8403 _ DMCESARONE@GMAIL.COM - \ '•.•• pt ATE OP ••._ \ O R �'ii DONALD M. CESARONE P.E. FLORIDA REGISTRATION #84155 SS'••••""•••\�� CIVIL ENGINEER ,�NAL //IIl `\� IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES J t. ELECTRICAL CODE, NOTES AND BONDING FBC 6TH EDITION RESIDENTIAL CHAPTER 42 SWIMMING POOLS (ELECTRICAL PROVISIONS) SHALL SPECIFICALLY GOVERN INCLUDING E4202 WIRING METHODS, E4203 EQUIPMENT LOCATIONS AND CLEARANCES, E4204 BONDING, E4205 GROUNDING AND E4206 EQUIPMENT INSTALLATION FBC 6TH, EDITIOt.' RESIDENTIAL E4203.6 OVERHEAD CONDUCTOR CLEARANCES AND FBC 6TH EDITION E4203.6 UNDERGROUND WIRING SHALL SPECIFICALLY GOVERN FBC 6TH EDITION RESIDENTIAL E4204 BONDING EQUIPOTENTIAL BONDING SHALL BE REQUIRED. THE PARTS (CONDUCTIVE POOLS SHELLS, PERIMETER SURFACES, METAL COMPONENTS (SUCH AS LIGHT NICHE OR HANDRAIL), UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT AND ALL FIXED METAL PARTS) SHALL BE BONDED USING A SINGLE SOLID #8 AWG BONDING WIRE, PLACED AROUND THE PERIMETER 18" TO 24" FROM THE POOLS WATER EDGE, PLACED 4" TO 6" BELOW GRADE, FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE, CONNECTED TO THE STRUCTURAL STEEL REINFORCING IN FOUR (4) UNIFORMLY SPACED LOCATIONS BY EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY. THIS SINGLE SOLID #8 AWS WIRE WILL EXTEND UNDER CONCRETE, PAVERS AND UNPAVED SURFACES FBC 6TH EDITION RESIDENTIAL E4204.3 POOL WATER: WHERE NONE OF THE BONDED PARTS IS IN DIRECT CONNECTION WITH THE POOL WATER, THE POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 9 IN.2(5800 MM2) OF SURFACE AREA TO THE POOL WATER AT ALL TIMES. IF 9 SI IS NOT ACCOMPLISHED BY THE BONDED ITEMS ABOVE, A POOLBOND PB-2008 (10.1 SI), OR EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS IN A RETURN LINE FBC 6TH EDITION RESIDENTIAL E4203.1.3 GFCI PROTECTION SHALL BE PROVIDED FOR POOL PUMP MOTORS FBC 6TH EDITION RESIDENTIAL R4501.16 ELECTRICAL. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION, INCLUDING THE BONDING AND GROUNDING OF POOL COMPONENTS SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. OUTLETS SUPPLYING POOL PUMP MOTORS CONNECTED TO SINGLE-PHASE 120-VOLT THROUGH 240-VOLT BRANCH CIRCUITS, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, AND OUTLETS SUPPLYING OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES OPERATING AT VOLTAGES GREATER THAN THE LOW VOLTAGE CONTACT LIMIT, CONNECTED TO SINGLE-PHASE, 120 VOLT THROUGH 240 VOLT BRANCH CIRCUITS, RATED 15 OR 20 AMPERES, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, SHALL BE PROVIDED WITH GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL F L I 2014 NATIONAL ELECTRICAL CODE (NEC), NFPA 70 SHALL GOVERN OUTSIDE OF THE PROVISIONS ABOVE NEC 430.32 CONTINUOUS -DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION N X o Q �z TO PUMP MOTOR CASING NOTE: FOR COMPLETE INFORMATION ABOUT ELECTRICAL DIAGRAMS, RISER DIAGRAMS, ELECTRICAL PANELS AND LOAD CALCULATIONS AND GENERAL ELECTRICAL NOTES PLEASE REFER TO SIGNED AND SEALED ELECTRICAL ENGINEER DRAWINGS INCLUDED WITH THE PERMIT PACKAGE. — ___) - - - - - - - - - - -1 POOL SUNSHELF SPA I BASIN L — SHEET 00 LL 0 BOND TO DECK IF APPLICABLE BONDING BACK TO POOL EQUIPMENT WITH A #8 SOLID WIRE 1 MT r�N DECK EL. 10' 101, EL. 9'-9" -EL. 9'-5 1/2" TO OF WALL EL. 8'-2" TOP OF WALL EL. 8'-0" LANDSCAPE /�//�//�//�// / »•»• • \0 • .. s EACH WAYS �. /A 3' X 3' X 8" THICK SHEAR CAP ••'• REINFORCED W/ #4 @ 6" OCEW PROVIDE 3" CLEAR ABOVE PILE AND SIDES BASIN SECTION "C" SCALE: 8" =1'-O" qcll( POOL & DECK DIVING REINFORCING BOARD LADDER \ STEEL FORMING DECK ff SHELLS DRAINS WATER FENCE METAL CIRCULATING DOOR FRAMES iI EGUIPTMENT ETC < 5 FT. i ELECTRICAL GROUND COVER POOL FIXED METAL< = 5 FT. MOTOR WATER BOND FROM WATER'S EDGE COMMON BONDING DETAIL SCALE: N.T.S DRAWN DATE: 05/07/2019 ALLEN RESIDENCE SLAB 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION -18- JOB N0: ALLE207 -18-EVIN 05/21/19 /� Z/ PER CITY REVIEWER COMMENTS NOTE NEC 680.26C ADDED DESIGNER: VAN KIRK ALSO BASIN SECTION "C" ADDED DRAWN BY: ROBERTO 4 Van Kirk & SONS POOLS SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 2014 NEC 680.26C POOL WATER: WHERE NONE OF THE BONDED PARTS IS IN DIRECT CONNECTION WITH THE POOL WATER, THE POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 5800 SQUARE mm (9 SQUARE in) OF SURFACE AREA TO THE POOL WATER ALL THE TIMES. THE CONDUCTIVE SURFACE SHALL BE LOCATED WHERE IT IS NOT EXPOSED TO PHYSICAL DAMAGE OR DISLODGEMENT DURING USUAL POOL ACTIVITIES AND IT SHALL BE BONDED IN ACCORDANCE WITH NEC 680.26B DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT O?•'\GENS�•., CORAL SPRINGS, FL 33071 TEL: (954) 895-8403 �,. �:• ' = * . No. 84155 DMCESARONE@GMAIL.COM STATE OF i'��5., �C OR i oP .•G�� �i� DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 S ''• '•� CIVIL ENGINEER '��, ��NAL till \\\���`� IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES SHEET a) LL O FORMING POOL & DECK SHELLS p REINFORCING II STEEL WATER CIRCULATING EQUIPTMENT ELECTRICAL DIVING BOARD DECK LADDER DRAINS FENCE METAL DOOR FRAMES ETC -5FT. GROUND i FIXED METZ = 5 FT. COVER POOL WATER BOND FROM WATER'S EDGE MOTOR COMMON BONDING DETAIL SCALE: N.T.S N X O Q TO PUMP MOTOR CASING — — — — ELECTRICAL CODE, NOTES AND BONDING FBC 6TH EDITION RESIDENTIAL CHAPTER 42 SWIMMING POOLS (ELECTRICAL PROVISIONS) SHALL SPECIFICALLY GOVERN INCLUDING E4202 WIRING METHODS, E4203 EQUIPMENT LOCATIONS AND CLEARANCES, E4204 BONDING, E4205 GROUNDING AND E4206 EQUIPMENT INSTALLATION FBC 6TH EDITION RESIDENTIAL E4203.6 OVERHEAD CONDUCTOR CLEARANCES AND FBC 6TH EDITION E4203.6 UNDERGROUND WIRING SHALL SPECIFICALLY GOVERN FBC 6TH EDITION RESIDENTIAL E4204 BONDING EQUIPOTENTIAL BONDING SHALL BE REQUIRED. THE PARTS (CONDUCTIVE POOLS SHELLS, PERIMETER SURFACES, METAL COMPONENTS (SUCH AS LIGHT NICHE OR HANDRAIL), UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT AND ALL FIXED METAL PARTS) SHALL BE BONDED USING A SINGLE SOLID #8 AWG BONDING WIRE, PLACED AROUND THE PERIMETER 18" TO 24" FROM THE POOLS WATER EDGE, PLACED 4" TO 6" BELOW GRADE, FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE, CONNECTED TO THE STRUCTURAL STEEL REINFORCING IN FOUR (4) UNIFORMLY SPACED LOCATIONS BY EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY. THIS SINGLE SOLID #8 AWS WIRE WILL EXTEND UNDER CONCRETE, PAVERS AND UNPAVED SURFACES FBC 6TH EDITION RESIDENTIAL E4204.3 POOL WATER: WHERE NONE OF THE BONDED PARTS IS IN DIRECT CONNECTION WITH THE POOL WATER, THE POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 9 IN.2(5800 MM2) OF SURFACE AREA TO THE POOL WATER AT ALL TIMES. IF 9 SI IS NOT ACCOMPLISHED BY THE BONDED ITEMS ABOVE, A POOLBOND PB-2008 (10.1 SI), OR EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS IN A. MTURN LINE • • • •.•• ••.••• FBC 6TH EDITION RESIDENTIAL E4203.1.3 GFCI PROTECTION SHALL BE PROVIDED FOR POOL PUMP MOTORS • FBC 6TH EDITION RESIDENTIAL R4501.16 ELECTRICAL. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION,• I*Ij' * 1DING THE B;NDINC3 "�^�+�3 • GROUNDING OF POOL COMPONENTS SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDIN" OUTLETS SUPPLYING.%QQI PUMP MOTORS CONNECTED TO SINGLE-PHASE 120-VOLT THROUGH 240-VOLT BRANCH CIRCUITS, WHETHER{�Y.IRECEPTg(tL•E•� BY DIRECT - CONNECTION, AND OUTLETS SUPPLYING OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES OPERA ;IWG AT Val JAGES GIR ATIR. THAN THE LOW VOLTAGE CONTACT LIMIT, CONNECTED TO SINGLE-PHASE, 120 VOLT THROUGH 240 VOLT BRAIFW CIRCU q RA;ED 15 M-A AMPERES, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, SHALL BE PROVIDED WITH GROI;N'D FAWLT CIRCULT INTERRVM-t:R' PROTECTION FOR PERSONNEL • 2014 NATIONAL ELECTRICAL CODE (NEC), NFPA 70 SHALL GOVERN OUTSIDE OF THE PROVISIONS ABOVE ' • • • • NEC 430.32 CONTINUOUS -DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION BONDING BACK TO POOL EQUIPMENT WITH A #8 SOLID WIRE TO PUMP MOTOR CASING SPA POOL 'UNSHELF BASIN L— — — — —)— BOND TO DECK IF APPLICABLE J DRAWN DATE: 05/07/2019 ALLEN RESIDENCE SLAB 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO Van Kirk & SONS POOLS SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 DONALD CESARONE & ASSOCIATES, LLC M CES�9,Q CA #32499 12190 NW 15TH COURT \� Q�� . • ) O?•' �,� CENS�c'• .O �:• CORAL SPRINGS, FL 33071 No. 84155 TEL: (954) 895-8403 _ * :� DMCESARONE@GMAIL.COM C '.• STATE OF r< � DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 �'��'• OR � 9P .•G\ ��i s••''••••••''��� CIVIL ENGINEER /5/IOINAL 11111 IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES -01 �'R"c • • • • • •• • • •• • • •••••• oo • • • • • •••••• •••• ••••• • • •••••• • • • • •• • •••••• • • • • •••• •••••• 1 SHEET LL 0 TO EXISTING PANEL "P" 38 12THWN (Cu), (4) 12V FULL SIZE COLOR DANDY LED LIGHTS (POOL) S HEATE r C, PVC (1) 12V FOR SPA NICHELESS LIGHT (SPA) IGNITER �►-- (2) JANDY BASIN LIGHTS t00W, 120V 39 12THVM (Cu), 2# THWN (Cu).1Y 39 12THWN (CU), 3912THWN (CU), 3# 12THWN ICU). f C, PVC t C, PVC J, C, PVC } C. PVC } C, PVC 38 12THWN (Ou). C. PVC MANUFACTURER WIRING, 1"C PVC i - 12V JUNCTION BOX JANDY CONTROL PANEL "Pt" 100A 120/208V 1 P,3W NEI 3R 12THV N (CU), }"C I15 H 2V / 5V, 0 208V, 0 2M, 10 208 0 UMP IP 208V. Z p G E PROPOSED POOL EQUIPMENT RISER DIAGRAM. N.T. . 3# 12THVVN (Cu), k C, PVC POOL CONTROL PANEL "P1" PANEL "P1" TYPE: VOLTAGE: 120/240V, 1Ph, 3W MAINS. M.C.B. BOA • • • MOUNTING: SURFACE MAX. PANEL RATING: 100 AMPS POLES: 2 • • • SUPPLY FROM: Panel P A.I.C. RATING: 10 KAIC LOCATION: BY POOL EQUIPMENT 0000.. • ••_••0- WIRE Phase Phase WIRE LOAD SERVED COND. TRIP CKT CKT TRIP COND. LOAD SERVED • • • AWG (kVA) (kVA) AWG • 1 2 0 7 `Y = ' 2 ••• • FEATURE PUMP 2.7HP 1/2" 12 20/2 20 12 1/2" POOL AIR BLOWER 3 1 2 0 j. • +. SPA PUMP 2.7HP 1/2" 12 20/2 5 1.2 3.2 JIM 6 50/2 8 3/4" POOL HEAT PUMA • • • • • 7 IM 3.2 8 POOL FILTER PUMP 1/2" 12 20/2 9 1.2 M. I - t ' 10 BLANK • • • • • • 11 1.2 0.3 1 12 20 12 1/2" POOL SALT SYST • POOL LTS 1/2" 12 20 13 0.5 0.1 LIM 14 20 12 1/2" POOL FILTER TIME CLOCK GAS WATER HEATER IGNITOR 1/2" 12 20 IS 0.1 16 1 IBLANK • BLANK 17 18 IBLANK • + • SPACE - - - 81 82 - - - SPACE 83 84 8.1 6.7 UNBALANCE 10.4% DEMAND LOAD CALCULATION: CONNECTED LOAD: = 14.8 KVA LTG. & RECEP. (3VA/SQ.FT) ...... 0 FT' = 0.0 KVA TOTAL CONNECTED LOAD: 14.8 KVA DRAWN DATE: 05/07/2019 ALLEN RESIDENCE SLAB 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO I I.1 NL I.VIVIVCI.I- L-L-1U = 1-- MAXIMUM AMPS - 6225A Van Kirk - & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 \\1III DONALD CESARONE & ASSOCIATES, LLC M CFS S CA #32499 12190 NW 15TH COURT \ �P�.,.•GEN. �9,Q O: •' �,� SF• , CORAL SPRINGS, FL 33071 No.841 •; TEL: (954) 895-8403 - * ; DMCESARONE@GMAIL.COM ��'.• STA E OF Ft DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 �'�` OR '•. i��/S/ CIVIL ENGINEER /ONAL IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 1 BASIN CMP 32" UNBLOCKABLE CHANNEL DRAIN I r- 4„ IN SPA CHANNEL DRAIN SPA AIR BLOWER GAS HEATER 2 H P CHLORINATOR JANDY JXI 1400 JANDY AQUA PURE 399K BTU (�5 1OUT IN �o 2" TYP POOL FLOOR RETURNS W/ DIFFUSER PLATE I I 2„ 3„ AIR JETS FEED �� SPA j I I JETS (7) I , II III ILL LOOP SPA PUMP JANDY VSSHP270AUT VAR. SPEED 150 GPM. MAX. FLOW RATE WITH HAIR & LINT STRAINER m 2.5" LOOP 3-1 2„ SPA FLOOR RETURNS W/ DIFFUSER PLATE 1-1/2" WASTE RETAIN ON SITE POOL HEAT PUMP DANDY JE3000T 133K BTU FILTER OUT IN BYPASS � FILTER DANDY CL-340 250SF CARTRIDGE W/ PRESSURE GAUGE &AIR RELIEF VALVE 1.5" 4„ SUNSHELF WALL RETURNS PLUMBING DIAGRAM SCALE: N.T.S 4" 2" POOL CMP 32" UNBLOCKABLE CHANNEL DRAIN CLEANING LINE W/ VAC LOCK TEE 3 WAY VALVE g VALVE CHECK VALVE POOL FILTER PUMP JANDY VSSHP270AUT VAR. SPEED 150 GPM. MAX. FLOW RATE WITH HAIR & LINT STRAINER R4501.6.3 WATER VELOCITY - APSPIANSI-7 AND APSPIANSI-15 PER FBC-2014 APSP 15 ENERGY CODE POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FPS (3048 MMIS) F SURE PIPING AND 8FPS (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FPS (2438 MM/S) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH APSP/ANSI-7. � 4" BASIN CMP 32" UNBLOCKABLE CHANNEL DRAIN DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 06/13/19 REVISION PER CITY REVIEWER COMMENTS DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 2" TYP POOL FLOOR RETURNS W/ DIFFUSER PLATE ...... 0 000 FEATURE PUMP...... .. . JANDY VSSHP2304UI'/AR. SR"' 150 GPM. MAX. 56GW.RATE WITH HAIR & LINT STRAINER. ...... . . 4" BASIN CMP 32" UNBLOCKABLE CHANNEL DRAIN DONALD CESARONE & ASSOCIATES, LLCCA i #32499 12190 NW 15TH COURT O ; •' S �'•. CORAL SPRINGS, FL 33071 ; No. 84155 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM % STA E OF F< OR pP ��i� DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 S's�''••••••''•.�G�`` CIVIL ENGINEER IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES IN POOL SPA PUMP CHANNEL DRAIN JANDY VSSHP270AUT VAR. SPEED ti 150 GPM. MAX. FLOW RATE 3„ WITH HAIR & LINT STRAINER 0 IN SPA CHANNEL DRAIN SPA AIR BLOWER GAS HEATER 2 H P CHLORINATOR JANDY JXI 1400 JANDY AQUA PURE 399K BTU (�j 1400 OUT IN '% , I it 2 AIR SHEET LL O 2.5" LOOP wo_'ffiffI'm SPA FLOOR RETURNS W/ DIFFUSER PLATE 1-1/2" WASTE RETAIN ON SITE POOL HEAT PUMP JANDY JE3000T 137K BTU FILTER OUT IN BYPASS r POOL FILTER PUMP JANDY VSSHP270AUT VAR. SPEED 150 GPM. MAX. FLOW RATE WITH HAIR & LINT STRAINER I 3„ JETS FEED 3" r- - - - - I r�- III I11 a SPA j I I JETS (7) I II III L 2" LOOP FILTER JANDY CL-340 250SF CARTRIDGE W/ PRESSURE GAUGE 3" & AIR RELIEF VALVE 1.5" 3" 1.5" SUNSHELF WALL RETURNS 2" TYP POOL FLOOR RETURNS W/ DIFFUSER PLATE PLUMBING DIAGRAM SCALE: N.T.S R4501.6.3 WATER VELOCITY - APSP/ANSI-7 AND APSP/ANSI-15 4" POOL CPM 32" UNBLOCCKABLE CHANNEL DRAIN 12% 2" CLEANING LINE W/ VAC LOCK b TEE 3 WAY VALVE g VALVE. CHECK VALVE PER FBC-2014 APSP 15 ENERGY CODE POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FPS (3048 MM/S) FOR PRESSURE PIPING AND 8FPS (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FPS (2438 MM/S) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH APSP/ANSI-7. E41 T BASIN CPM 32" UNBLOCCKABLE CHANNEL DRAIN DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 2" TYP POOL FLOOR RETURNS W/ DIFFUSER PLATE 4 Van Kirk & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 FEATURE PUMP JANDY VSSHP270AUT VAR. SPEED 150 GPM. MAX. FLOW RATE... WITH HAIR X LINTT. STRAINF.R.' •• •••• •••••• • • BASIN CPM 32" UNBLOCCKABLE CHANNEL DRAIN DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT CORAL SPRINGS, FL 33071 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 CIVIL ENGINEER . QO�' �� CENSF•' � •; � No. 841 • STAT OF i"'•••• cG Op • •� �s•. 0R1 •G\ � IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES e t I . AID II SHEET II FLOW RATES THROUGH SUBMERGED GRATES SHALL COMPLY WITH THE LATEST PUBLISHED EDITION OF ANSI/APSP-7 STANDARD FOR SUCTION GRADE ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS LEVEL AND CATCH BASINS AND THE LATEST PUBLISHED EDITION OF A112.19.8 SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS OR ITS RECOGNIZED SUCCESSOR STANDARD. 32.72" .16" � 32.2 2.40" u u u.38" 10" 0" 2.5" 2.5" ff@Tol"* MAN TRUNK LINE (6 FPS OR BELOW) EQUALS FPS VELOCITY POOL MAIN DRAIN #�NTMP 32" UNBLOCKABLE CHANNEL DRAIN S PART # 2506 320 000 32.72" .16" 32.44" 2.40" 38" 10" 0" 2.5" 2.5' 32.72" FF/ ATI IRF PI IMP TRUNK LINE (8 FPS OR BELOW) EQUALS 3.75 FPS VELOCITY BASIN MAIN DRAIN P2CMP 32" UNBLOCKABLE CHANNEL DRAIN NTS PART # 2506-320-000 O 32.72" 16" , 32.44" 2.40" 1� .38" TRUNK LINE (8 FPS OR BELOW) EQUALS ::�. t , FPS VELOCITY SPA MAIN DRAIN ��NTS�PART ft250=320-OOO� AIN NOTE: CENTER PORTS TO HAVE 2" MIP HYDROSTATIC RELIEF VALVE NOTE: SECTION CONFORMS TO F.B.C. 2017, COMPLIES WITH ANSI-15 & 7 INSTALL ALL EQUIPMENT IN ACCORDANCE WTH MANUFACTURER & JURIDICTIONAL REQUIREMENTS V. 0000 OR ABOVE DESIGN FL•QQQ AEV REQUI%VtNSS WITH,... AUTHORITY HOLDING JURISDICTION ' POOL EQUIPMENT AND ANCHORING POOL EQUIPMENT ELEVATION SHALL BE AT A MINIMUM OF THE DESIGN FLOOD ELEVATION (FBC 6TH EDITION RESCC;V*TIAL R322.1.4�. PLUS 1 FOOT OR ACCORDING TO THE AUTHORITY HAVING JURISDICTION 0 " FBC 6TH EDITION BUILDING 1620 HVHZ WIND LOADS AND 1621 HVHZ OVERTURNING MOMENT AND UPLIFT POOL E+QIiIPM£NT SHr* * 431- DESIGNED, CONSTRUCTED AND INSTALLED TO MEET THE REQUIREMENTS OF ASCE 7. EQUIPMENT TIE DOWN SH&J YY ,,AS FOLLOVyS, HEATERS 4 TOTAL (1 PER SIDE OR 2 PER OPPOSITE SIDES); OTHERS 2 TOTAL: 3-1/2" MINIMUM THICK, 3000 PSI CQNCR'ET SLAB.3" LARGER THAN ON EACH SIDE THAN THE EQUIPMENT; 1/4" DIAMETER TAPCON CONCRETE SCREWS (1600# TENSIQN, 1290# .... SHEAR, 1-1/2" EMBEDMENT IN 2000 PSI CONCRETE) OR EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FAQZORT PROVUDEgyOLD DOWNS OR V WIDE, 14 GAUGE GALVANIZED STRAPS WITH 2 STAINLESS STEEL, #10 X 3/4" PAN HEAD PHILLIPS SS SCREWS EACMIR P INTO METAL FRAME OF EQUIPMENT EQUIPMENT SLAB BY OTHERS. EQUIPMENT SHALL BE INSTALLED AT (BASE FLOOD ELEV. + 1') VERIFY ELE FBC 6TH EDITION BUILDING 1907.1 GENERAL THE THICKNESS OF CONCRETE EQUIPMENT SLAB SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3-1/2 INCHES THICK AND SHALL NOT REQUIRE A VAPOR BARRIER. FBC 6TH EDITION RESIDENTIAL M1305.1.4.1 GROUND CLEARANCE EQUIPMENT SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY SUPPORTED ON A CONCRETE SLAB EXTENDING NOT LESS THAN 3" ABOVE ADJOINING GROUND FBC 6TH EDITION RESIDENTIAL M2006 POOL HEATERS SHALL SPECIFICALLY APPLY, IF A HEATER IS PROVIDED EQUIPMENT LOCATION AND SCREENING: THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OR OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL ZONING CODE AND TO PROVIDE CODE COMPLIANT LANDSCAPE OR FENCE SCREENING SOIL BEARING AND FOUNDATION NOTES: IN ACCORDANCE WITH SECTION 1803.2 OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION), THE BUILDING OFFICIAL SHALL BE PERMITTED TO WAIVE THE REQUIREMENT FOR A GEOTECHNICAL INVESTIGATION WHERE SATISFACTORY DATA FROM ADJACENT AREAS IS AVAILABLE THAT DEMONSTRATES AN INVESTIGATION IS NOT NECESSARY FOR ANY OF THE CONDITIONS IN SECTIONS 1803.5.1 THROUGH 1803.5.6 AND SECTIONS 1803.5.10 AND 1803.5.11. IN LIEU OF A GEOTECHNICAL EVALUATION, AND IN ACCORDANCE WITH THE STATEMENT ABOVE, THE STRUCTURE'S FOUNDATION HAS BEEN DESIGNED ASSUMING A 2,000 PSF ALLOWABLE SOIL BEARING CAPACITY, SELECTED FROM FBC TABLE R401.4.1. THE PRESUMPTIVE LOAD BEARING VALUE HAS BEEN SELECTED BASED ON RATIONAL ANALYSIS AND KNOWLEDGE OF OTHER PROJECTS IN THE VICINITY. IF AT ANY TIME DURING EXCAVATION ANY DELETERIOUS MATERIAL (SUCH AS SILT, PEAT, MUCK, CLAY, ETC.) IS FOUND THAT CANNOT PROVIDE 2,000 PSF, THE ENGINEER OF RECORD SHALL BE CONTACTED TO PROVIDE DIRECTION. STRUCTURE SHALL BE BACKFILLED WITH CLEAN GRANULAR SOIL FREE OF ORGANICS AND COMPACTED IN 8" LIFTS TO 98% MODIFIDED PROCTOR DENSITY PER ASTM- D 1557. THIS STATEMENT IS BASED UPON SECTIONS 1802.1, 1803.2, AND 1803.3 AND SECTION R401.2 OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION). DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE I DESCRIPTION JOB NO: ALLE-18-207 06/13/19 REVISION PER CITY REVIEWER COMMENTS DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 4 "Van Kirk & SONS POOLS SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 \ 1 I I I 77ir/r DONALD CESARONE & ASSOCIATES, LLC \�\\`� CE S�9 CA #32499.... 12190 NW 15TH COURT r r� O?•• �,\ CENS '' • .OiL�% CORAL SPRINGS, FL 33071 No. TEL: (954) 895-8403 DMCESARONE@GMAILCOM �•'.• STATE OF �G DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 �'�� •. pR OP .•'•� err SS'•'''•••••''••�G r'��, CIVIL ENGINEER //O1VAL 00\\�`� IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES SHEET LL O 00 --- --- --- -- — — FLOW RATES THROUGH SUBMERGED GRATES SHALL COMPLY WITH THE LATEST PUBLISHED EDITION OF ANSI/APSP-7 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS AND THE LATEST PUBLISHED EDITION OF A112.19.8 SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS OR ITS RECOGNIZED SUCCESSOR STANDARD. ......................... - - 32.72" - - — - .16" ---- 32.44" - — 2.40" 38" 10" 0" 2.5' IF w 3.9" 3.6" POOL PUMP FEATURE PUMP TRUNK LINE (6 FPS OR BELOW) TRUNK LINE (8 FPS OR BELOW) EQUALS FPS VELOCITY EQUALS FPS VELOCITY POOL MAIN DRAIN ��NTSNART BLOCKABLE CHANNEL DRAIN # 2506-320-000 32.72" .16" �— 32.44" 2.40"_ 10" 10" 12�5" 2.5' TRUNK LINE (8 FPS OR BELOW) EQUALS FPS VELOCITY AIR BLOWER GRADE LEVEL INSTALL ALL EQUIPMENT IN ACCORDANCE WTH MANUFACTURER & JURIDICTIONAL REQUIREMENTS POOL EQUIPMENT AND ANCHORING SPA PUMP SPA POOL GAS O HEAT HEATER PUMP EQUIPMENT SLAB BY OTHERS. EQUIPMENT SHALL BE INSTALLED AT (BASE FLOOD ELEV. + l') VERIFY ELEV AUTHORITY HOLDING JURISDICTION POOL FEATURE POOL PUMP PUMP FILTER mr9aeft OR ABOVE DESIGN FLOOD ELEV. REQUIREMENTS WITH POOL EQUIPMENT ELEVATION SHALL BE AT A MINIMUM OF THE DESIGN FLOOD ELEVATION (FBC 6TH EDITION RESIDENTIAL R322.1.4) PLUS 1 FOOT OR ACCORDING TO THE AUTHORITY HAVING JURISDICTION FBC 6TH EDITION BUILDING 1620 HVHZ WIND LOADS AND 1621 HVHZ OVERTURNING MOMENT AND UPLIFT POOL EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO MEET THE REQUIREMENTS OF ASCE 7. EQUIPMENT TIE DOWN SHALL BE AS FOLLOWrbr.. HEATERS 4 TOTAL (1 PER SIDE OR 2 PER OPPOSITE SIDES); OTHERS 2 TOTAL: 3-1/2" MINIMUM THICK, 3000 PSI CONC?ETE4AB, 3" �•••• t LARGER THAN ON EACH SIDE THAN THE EQUIPMENT; 1/4" DIAMETER TAPCON CONCRETE SCREWS (1600# TENSION, 129'0# ' • ••. SHEAR, 1-112" EMBEDMENT IN 2000 PSI CONCRETE) OR EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FACTC7FV-PROVIDED•N0TLL; DOWNS OR 1" WIDE, 14 GAUGE GALVANIZED STRAPS WITH 2 STAINLESS STEEL, #10 X 3/4" PAN HEAD PHILLIPS SS SCi EWM'EACH STROP INTO METAL FRAME OF EQUIPMENT ++.. % FBC 6TH EDITION BUILDING 1907.1 GENERAL THE THICKNESS OF CONCRETE EQUIPMENT SLAB SUPPORTED DIRECT I!ttN THE GRQIJWD SHALL NOT BE LESS THAN 3-1/2 INCHES THICK AND SHALL NOT REQUIRE A VAPOR BARRIER. •• • • • • ...t.. FBC 6TH EDITION RESIDENTIAL M1305.1.4.1 GROUND CLEARANCE EQUIPMENT SUPPORTED FROM THE GROUND SbALL'B�LEVEL ANG FIRMLY SUPPORTED ON A CONCRETE SLAB EXTENDING NOT LESS THAN 3" ABOVE ADJOINING GROUND :...:. FBC 6TH EDITION RESIDENTIAL M2006 POOL HEATERS SHALL SPECIFICALLY APPLY, IF A HEATER IS PROVIDED • • • EQUIPMENT LOCATION AND SCREENING: THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO • UNFORESEEN CONDITIONS OR OTHER FACTORS, CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL ZONING CODE AND TO PROVIDE CODE COMPLIANT LANDSCAPE OR FENCE SCREENING SOIL BEARING AND FOUNDATION NOTES: IN ACCORDANCE WITH SECTION 1803.2 OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION), THE BUILDING OFFICIAL SHALL BE 38" PERMITTED TO WAIVE THE REQUIREMENT FOR A GEOTECHNICAL INVESTIGATION WHERE SATISFACTORY DATA FROM ADJACENT AREAS IS AVAILABLE THAT DEMONSTRATES AN INVESTIGATION IS NOT NECESSARY FOR ANY OF THE CONDITIONS IN SECTIONS 1803.5.1 THROUGH 1803.5.6 AND SECTIONS 1803.5.10 AND 1803.5.11. SPA MAIN DRAIN ��NTS UNBLOCKABLE CHANNEL DRAIN PART # 2506-320-000 NOTE: CENTER PORTS TO HAVE 2" MIP HYDROSTATIC RELIEF VALVE NOTE: SECTION CONFORMS TO F.B.C. 2017, COMPLIES WITH ANSI-15 & 7 IN LIEU OF A GEOTECHNICAL EVALUATION, AND IN ACCORDANCE WITH THE STATEMENT ABOVE, THE STRUCTURE'S FOUNDATION HAS BEEN DESIGNED ASSUMING A 2,000 PSF ALLOWABLE SOIL BEARING CAPACITY, SELECTED FROM FBC TABLE R401.4.1. THE PRESUMPTIVE LOAD BEARING VALUE HAS BEEN SELECTED BASED ON RATIONAL ANALYSIS AND KNOWLEDGE OF OTHER PROJECTS IN THE VICINITY. IF AT ANY TIME DURING EXCAVATION ANY DELETERIOUS MATERIAL (SUCH AS SILT, PEAT, MUCK, CLAY, ETC.) IS FOUND THAT CANNOT PROVIDE 2,000 PSF, THE ENGINEER OF RECORD SHALL BE CONTACTED TO PROVIDE DIRECTION. STRUCTURE SHALL BE BACKFILLED WITH CLEAN GRANULAR SOIL FREE OF ORGANICS AND COMPACTED IN 8" LIFTS TO 98% MODIFIDED PROCTOR DENSITY PER ASTM- D 1557. THIS STATEMENT IS BASED UPON SECTIONS 1802.1, 1803.2, AND 1803.3 AND SECTION R401.2 OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION). DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO Van Kirk & SONS POOLS &. SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT P •,.••••••• :� O� •' DENS ••• .• • •' CORAL SPRINGS, FL 33071 ' No.84 TEL: (954) 895-8403 _ DMCESARONE@GMAIL.COM n V •• STX OF.(• � c< DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 �'�� •. OR OP .•' �� ��ii ss•''•• •• .••��j\\� CIVIL ENGINEER IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES GOVERNING CODES AND GENERAL NOTES 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION AND ALL OTHER CODES, RULES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION ON THE PROS CT S:-IAloL GOVERN INCLUDING 2017 FBC 6TH EDITION BUILDING, RESIDENTIAL, FUEL GAS AND ENERGY CONSERVATION FBC 6TH EDITION ENERGY CONSERVATION R403.10, ANSI/APSP-14 AND C404, SERVICE WATER HEATING HAS BEEN MET FOR THIS PROJECT 2017 FBC 6TH EDITION RESIDENTIAL CHAPTER 45: SWIMMING POOLS AND BUILDING CHAPTER 4, SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE) SHALL SPECIFICALLY GOVERN 2017 FBC 6TH EDITION R4501.6: ENGINEERING DESIGN HAS BEEN MET FOR THIS PROJECT, INCLUDING CODES AND REFERENCES SPECIFICALLY WITHIN INCLUDING R4501.6.1 CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/APSP/ICC 3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/ICC 6; ANSI/APSP/ICC 7 FBC 6TH EDITION BUILDING CHAPTER 4, SECTION 454.1.6.5.10.4 IF THE AREA IS SUBJECT TO HIGH GROUND WATER, THE POOL SHALL BE DESIGNED TO WITHSTAND HYDRAULIC UPLIFT OR SHALL BE PROVIDED WITH HYDROSTATIC RELIEF DEVICES FBC 6TH EDITION R4501.21.4 HYDROSTATIC RELIEF DEVICE. IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE INSTALLED 2017 FBC 6TH EDITION R4501.6.3 WATER VELOCITY. POOL PIPING IS DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR SUCTION PIPING. MAIN SUCTION OUTLET VELOCITY COMPLIES WITH ANSI/APSP/ICC 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS REQUIREMENT CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI 318, WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. POOL CONCRETE CAN BE APPLIED PNEUMATICALLY AND SHALL CONFORM TO ACI 506.2 REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ASTM A615, GRADE 60 AND HAVE A MINIMUM LAP DISTANCE OF 24" FOR TENSION AND COMPRESSION DEVELOPMENT AND TO MEET THE REQUIREMENTS OF ACI 318 FBC 6TH EDITION BUILDING 1903.3 GLASS FIBER REINFORCED CONCRETE GFRC AND THE MATERIALS USED IN SUCH CONCRETE SHALL BE IN ACCORDANCE WITH THE PCI MNL 128 STANDARD, IF SHOWN ON THE DRAWINGS POOL PIPING SHALL BE N.S.F APPROVED AND SCHEDULE 40 THE ENGINEER IS NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS, EVEN IF APPROVED BY THE AHJ USE OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THE ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION AND CONSTRUCTION PRACTICES BEYOND WHICH IS CALLED FOR LOCAL, STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THESE PLANS EXCEPT AS EXPRESSLY PROVIDED HEREIN EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANYTHING DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS, ADDITIONAL ENGINEERING MAY BE REQUIRED AND THE ENGINEER SHALL BE CONTACTED TO PROVIDE DIRECTION, CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THESE DRAWINGS. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OR OTHER FACTORS. THESE DRAWINGS SHALL NOT BE SCALED, WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL CODES NDPES: A SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION SURROUNDING THE WORK AREA MEETING THE REQUIREMENTS OF THE AHJ CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PROTECT ALL MATERIAL BROUGHT ON SITE, SHALL RESTORE ALL AREAS IMPACTED BY THE CONSTRUCTION WORK TO THE PREEXISTING CONDITION OR BETTER AND SHALL NOT IMPACT DRAINAGE/LAKE OR ANY OTHER EASEMENTS WITHOUT EASEMENT OWNER CONSENT SWIMMING POOL BARRIER REQUIREMENTS FBC 6TH EDITION RESIDENTIAL R4501.17.1.1 THROUGH R4501.1.17.1.14 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS BARRIER SHALL BE A MINIMUM OF 48 INCHES ABOVE GRADE, WITH MAXIMUM OF 2" CLEARANCE AT BOTTOM. NO GAPS GREATER THAN A 4 INCH SPHERE. ACCESS GATES SHALL BE SELF -CLOSING, WITH SELF -LATCHING DEVICE LOCATED MINIMUM OF 54 INCHES ABOVE GRADE ON THE POOL SIDE AND SWING OUTWARD AWAY FROM THE POOL. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOUSE SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2107. A BABY FENCE AROUND THE PERIMETER OF THE POOL MEETS THIS REQUIREMENT. BARRIER MUST ALSO COMPLY WITH FBC SECTIONS 454.2.17.1 THROUGH 454.2.17.3 AND ANSI/APSP/ICC-8 REQUIREMENTS. DEVICES THAT DETECT UNSUPERVISED OR ACCIDENTAL ENTRY INTO THE BACKYARD OR THE POOL AREA MAY NOT BE USED IN PLACE OF THE BARRIERS LISTED IN THE FBC AND ANSI STANDARDS REFERENCED ABOVE. THESE DEVICES MAY ONLY BE USED AS A SUPPLEMENT TO THE BARRIER A SWIMMING BARRIER AROUND THE POOL AREA THAT MEETS THE ABOVE CODE IS REQUIRED PRIOR TO FINAL POOL STRUCTURAL INSPECTION AND FILLING OF THE POOL, BY SEPARATE PERMIT. DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E. 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT 'CENs�• . CORAL SPRINGS, FL 33071 No. 841 TEL: (954) 895-8403 DMCESARONE@GMAILCOM STATE DF /i'� •'•. p< DONALD M. CESARONE P.E. oP .•' OR \ � ��i s '••••••••'G\�� FLORIDA REGISTRATION #84155 CIVIL ENGINEER �1VAL IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES