Loading...
EL-15-314 (2) Permit NO. EL- 1- 15-3 �s °acs t, Miami Shores Village ° Parmit'T•ype:Electrical 10050 N.E. 2nd Avenue NE Work leSSiiGaborrIri � M �r Miami Shores,FL 33138-0000 er���� Permif.Ste31t1S:APPOlt Phone: (305)795-2204 F<.ORiDP ��. . Issue Date: 312312015FExpiration: 0 /19/2015 Project Address Parcel Number Applicant 1280 NE 101 Street 1132050210010 Miami Shores, FL Block: Lot: WILLIAM ROY Owner Information Address Phone Cell WILLIAM ROY 1280 NE 101 Street (305)793-5050 MIAMI SHORES FL 33138- 1280 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 GLOBAL ELECTRIC&COMMUNICATI (954)868-0648 _ Total Sq Feet: 0 Type of Work: HOOK UP POOL PUMP AND BOND GROUND. Available Inspections: Additional Info: Inspection Type: Classification: Residential Final Scanning:3 Light Niche Bonding Alarms k MER!I Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# EL-2-15-54477 $4.50 Check#:4730 569.60 DCA Fee $4.50 03/23/2015 $ $50.00 Education Surcharge $0.20 02/12/2015 Credit Card $ 50.00 $ 0.00 Permit Fee-Additions/Alterations $300.00 Scanning Fee $9.00 Technology Fee $0.80 Work without Permit Fee $300.00 Total: $619.60 In consideration of the issuance to me of this perrr'I. I agree to perform the work covered hereunder in complince with all ordinances and regulations pertaining thereto and in strict conformity with the plan s,drawings, statements or specifications submitted to the prol �r authorities of Miami Shores Village. In accepting this permit I assume responsibility for all , ork d-)r : ^it" n,�-!f m; , .rt son :r'g. nr ,� I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICA .,WINDOWS. DOORS. ROOFING and SWIMMING POOL wo '<. OWNERS AFFIDAVIT: i cer ify that aii L.e iur you information is accurate and that all work will be done in com diance with all applicable laws regulating construction and zoning. Et4the ore, I authorize the�.bove-named contractor to do the work stated. rJ Mar :h 23, 2015 ,:A-ufh6Mzed Signature:Owner / Applica it / Contractor / Agent )ate Building Department Capt' March 23, 2015 1 Miami Shores Village rFEB 12 015 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 _. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. a_1>1P'1 PERMIT APPLICATION Sub Permit No. ELIS--S I'LI ❑BUILDING EE`LECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [::]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I Mo LDE I o I �5 � City: Miami Shores County: Miami Dade Zip: 3.313 Folio/Parcel#: I • 3a •o M. C)a O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): j,c-1 lkan l RAc!=j Phone#: Address: l0 1 E>tY7CAE-f City:LI-_A a % S State: FL Zip: 3313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C-"IeC r�� PI °`''`'M T_Phone#: ��7 -y��3' 06V� Address: 37V City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: � Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration p ❑ New ❑ Repair/Replace Demolition Description of Work: f"1�7a/L ..,i, ✓ dc'' f ��'"' p� (1�'"�P v n�� Specify color of color thru tile: Submittal Fee$ S-0- O 1) Permit Fee$ S&I14 ''414"'40' CCF$ - 8 CO/CC$ Scanning Fee$ 00 Radon Fee$ q.S—C) DBPR$ y „f��• Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ 3CQ- O 8 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) v' l5onding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 ;f/I OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this J–7 day of :6L►1u.0L!2 20 K' by ��11 day ofi:�ka��20 �� by l.Ji I II GUh who is personally known to 1`'l/,1.1�'� � who is personally known to me or who has produced f7— b L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: \Jt�O Print: Print: �P : B LEIGH SCHOTANUS ?' TANUS e_ Seal: _?. °- Seal: :y, Q_ MY COMMISSION#EE880532 MY COMMISSION#EE880532 EXPIRES Mar 1. 2017 'roFF u,. EXPIRES March 04.2017 ao7 sa-0153 F�onesNota ryServlce.com (497)'398-0153 PondallotarySarvice.com APPROVED BY U tr ��4-f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CERTIFICATE OF LIABILITY INSURANCE °ATE(MkV°°/YYYY) 02/12/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder Is an ADDITIONAL INSURED,the policy{les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement an this certificate does not confer rights to the certlf"te holder In lieu of such endutsement(s). PRODUCER CONTACT Mlkn NAME: Pride Insurance rlf,No Ext): (954)4656333 FAX No) (954)485-1894 4261 North Stale ltd / EMAIL ADDRESS', mtVapndoinsurenco.com Lauderdale Lakes. FL 33319 INSURER(S)AFFORDING COVERAGE NAIC>r Phone (954)485 H333 Fax (954)485.1694 INSURCR A Fo(knHlnd Nng(anll Insurance company INSURED INSURER B: Poogiassive Express Insurance Company , Global Electric and Communication Coup INSURER C 1806 NW 38th St INSURER O: j Oakland Park, FI 3JI309 (954)270-1180 INSURER E: INSURER F: _ _J COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE Prx k:IES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NO WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICA f F MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CI.AIMS INSR; :ADD UBR POLICY EFF ' POLICY EXP LTR IYF-I-oFINSURANCE ,INgR yJVD POLICY NUMBER (MM/DDrrYVVI�(MMfDOIYYYY)� LIMITS GENERAL Llapul n Y 17ACH 0CCI1RRFN(;F 1 1,000.000.00 VI COMMI IN IAI .:FNHRAI I IAHII.I It UAMAC,:t IO I IFI) ' PREMISES(Es oc.cuaence) s 100,000,00 (A AIM .MAI)t• IV CX r,ntGL05040116H0-01 I MFD FXP(Any nnr.prison) 1 5,000.00 A N N 02/03/2015 02103/2016 1 PFR90NA1 tt ADV INAIRY s 1,000,000,00 (:tNt RAL ACi(ikF(inrf- 1 2,000,000.00 GtN'LA(isIltl,.AIE IIMITAPPLIENI9It PRODUCTS GOMI'/UPA(;(: s 2,000,000,00 IV; prn I(:r I Itv I dLCT AUTOMOBILE I IABILITY I (:CA1114INFD SINGi I i IMP a a accident) 1 ANY AI I I. I UO INLY INJURY p'n, $ 1().000.00 LkOUll Y INJURY 11'r,accldrnn 1 I OWNI 1. !;(.:HI 1 r 11 11) 03050360-0 B ot, VI AIJW1. N N 04/30/2014 04/301,10 15 20,000.00 NONI•WINI) 1(tl+)RTY . HIRChnIn�•', AINU I+� f)AMncil ,I {I rr arcalrnt) 10,000.017 S UMBRELIA LIAB I rte:(I,I, r A(.110Ca:I1RRf Nr I Y EXCESS l IAH (1 A(M.MADE I ncnUE(:A 1) OCL) 141 IENTIONS ti WORKER5COMPENSATION W(:';TAIU. (?Ur AND EMPL OYFRs'1 IABILITY Y f N TORY LIMITS LI? ANY VRUHRu a dtA'ARTNCR/LXI+ . IVI E. L 1 A(:H A(:(.:IPI N1 OFFICER/MI Mill,I(I xG1 EIDCD7 I N I A (Mandatory In NH) IL l>f5LA E. E A I MI+I Ovl S If rY deww.• 0 1`11(+n(k1,-I ,v+RATIONS bri,— I E. lxSt A,y:E i+<111(:V I IMIT ti I I I I DESCRIPTION OF UrtkAl IONS/LOCATIONS/VEHICLES(AttaCll ACORD 101.Additional NamailAs SultedUlt,If mort 4pdco IK(eglnrod) Electrical Contractor Mark Burke Quellflel License#1300.1)20 i CERTIFICATE HOLDER CANCELLATION I . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VIII AGE BLDG DEPT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 100.`10 NE 2 AVE ACCORDANCO tlyli IHIP POLICY PROVISIONS. MIAMI:;HORES FL 3.1138 AUTHORIZED REPRESENTATIVE It)1888-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/09)QF The ACORD name and logo are registered marks of ACORD si1SE'C 2 OF 2 NOT St1SDTViDED FOUNDNAIL P.R.M. Ott 6.20 1Ji. l .l 1C>i. { .�-'U 5.24 .._...t._wF_� 5.t7 a- �.. --•- -� --- ..- ._5 U E,........_ _. -_�__........= - ACL. w:6.57 5.55 1.00 v_ - CL 3 .s4.0O•% 1.20' o POOL o�6.rrN �• 6107 m F Irt.,�'' N ''.; BRICK CONIC_ .•I PL 1Q 0' (• ' SLAB40Xm..;. SLAB ,,1� �:� •; -- POOL j4_ 5.87A. �• '.&:f2. �.�' 1CL i rC.k / %- A C 7 5.97 4 PLASTIC F_ EQUIP. { ' 1 10 7 WOOD 1 ELEV.= PL. K •2010 �37�1 fat• L.EL�'(. r-, J '°ol•.•: `, ;• r,•o- 23.20 al '�-"'"'�c� 6 ym 2.2; I i :o (N 6.3643.6 ..'r(0J2.2 X0'103 a�a `my �.' L< - o€E Id - y- 0 7 a1 6.22 pCi a I ry TIE n� a: ' o� .'t 12'E.'0i r y� I ti} fn m 1 1 'n..: iI 6;28 .6.48 io.... :18:60 4 fi 4 Zw ONETWO STORY ` ul I; o'''• _. .:9:65' ELE� 8 RES No:1280 1 ao _t L ^•(.. 2G 20 1.00' _ --` CL. -�.-._—.%..5 / ..�06_ vt..•,,.,...._ 67.00' X4.15' I 17.0' J 55' 12.0' "�- •••• J 0.45' • • S'Cas 6.36 i� 6.50 •+, JL •••• •••••• FD� P.T. ca I w 46_41 6.26 M1 • • • •• WALL NAIL: ••i• • •• •• •••••• WAI i.00' �r0 5.88ASPH. DRIVEWAY •r �6.00 w • �••••: l �� j �._ _.._.. • • •b ••• F'D.i/2"�' i 23.5' � 1 18.0' •� •°' ••••• 4'.... ....... ............ 4.50 ..........w..__....:.._.__....._»_ . t4'ANCHOR _..2• CURB/GUTTER • • • •• i•.7 • I� • • • •••••• ii ASPH. i ASPM. �r • a••••• 24-0' PARKWAY I PAV. PAV! ' • •••••• ' J• • • • ••• • • 00 19.0' ASPH. PAV. s.lt NE 101ST�36 STREET- ................. .......................... .............................. .................................................... ........................................................... 100' TOTAL R/W NOTES OA C.6 S. WALL ENC. UP TO 3.7' INTO A 5' U.E. OA CONC. DECK ENC. UP TO 0.85 INTO A 5' U.E. OAN IRON GATE ENC. INTO A 5' U.E. THOMAS J. KELLY , INC. L.S at 64.86 Rv:. c,z. rwt>",t-;rR..x LAND . I..avN,-R., •12,", STREET PJW_:'CicST, FLORIDA 33156 (786) 242•-.7602 DADF (9 r) i79-3288 HR4VD 78C 954'779 2 )-6cg� DA()c FAX (~?3•)779-3?oO BRlD FAX _......................_...___ _..........._.... � D"'T D rIE. r.ci;x sc„wE-.. 1 SLIT~'aEY NO. 0t7i i —30 { ,SNORES Lel Miami shores Village Of ""'1" Building Department 9.11' E '14- 10050 N.E.2nd Avenue �L00 ORiDA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at / S'D RAE /O/ S�Te�-� Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-9 (Submit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building 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 Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fenge, rnejonry •••••• ...... fence walls,chain link or wood fence,etc.)will protect the pool perimeter.The plans must sp2cify1t he type ; • and location of all non dwelling walls. Florida Building Code, R4101.17.1 •• •• •••••• Any combination of protection which incorporates dwelling walls with o enin Sdif2al IntoS+ta�.:. • • pool perimeter and all windows and doors will be equipped with exit alarms complying with F15dda BuildiAg ••••• Code, R4101.17.1.9(Submit Manufacturer's Specifications). :'. '. "'•• .. .. . .. ...... Any combination of protection which incorporates dwelling walls with openinis U54tly into the' • pool perimeter and all doors will be equipped with a self-latching device with positive mechanical• :**Goo latching/locking installed a min.54"above the threshold. If this option is selected, submit plagssl owing 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,pun' able as provided in Section 775.082 or Section 775.083 F.S.This form must be signed by the o r/agApt and the prime contractor. CON R'S SIGNATURE AND DATE OWNER'S SIGNATURE AND DATE 7 1 macAJ/1114*7 CONT CTOR'S NAME(PLEASE PRINT) OWNER'S NAME(PLEA E PRINT) jg NOTARY PUBLIC NOTARY P LIC BETH LEIGH SCHOTANUS '"' BETH LEIGH SCHOTANUS J, T = MY COMMISSION#EEgg0532 `� of MY COMMISSION#►EE880532 3J . ,.9,; ,cv I EXPIRES March 04,2017 EXPIRES March 04,2017 lr cr^y�;: t t-Ot53 FtorltlalloteryService.com a- X53 F!oritlallotar Service.com F'RO 1 :MATT FAX NO. Jan. 29 2015 1p:52AM P1 FROM :MATT FAX N0, Dec. 28 2012 06:39PM P1 i i i i I PROTECT*/ •CHILDO nw Baby Safe'Pk wl Fence MoDUCT AND WSTALLmm 4' umuNES POR PI,.t mzm RDta t A-Chid Pad Fie Company mortifies that Irs product meog the s owbon and rogEdr+orrr Fr of a fn 92RAY ban�ior oc dofinod in .4104.17,1.16 of tho 2010 POC R6idarmal BE "M9 Code. 9tmgth: Spec shy are on file showing that our fence mesh and support posts meet "rem and UV de;agrad2ftn gurdelirm as ststed in 4101.17.9.45 C w i6od acs hwa*biW aipt%afsaxiiwia air, Wing nrmAwn to show vornpllw=wrm M Za-[o FBC-- R4101.17,1.15 numerical designation. retwo ttoight,past 10#1^arcrew atoWssy,insist S j►_ ftsW vxkwW Sbefow grade end em aftched to the meati no more than 3t3'°apart. Fence height is 4W. Semws and Assembly. Screw's atfachino the wielding strip til the rmwft as ammrdind.tc6.• ...... guidelines st ftdt7 and spacing or the stews is less than six(6)inches app vn the pmt. •• ...... .. .. ...... Pogo desk alt ; VAINas iiizaWad irr a bvutwJ da%C.K Surracc(caner stn, to is#.o4w;).Sieh bbmvtw,. • are of a nonoonductlee melt Wal(plastic). •... �•••• LaWhing Cie tce: A secwe latching device attaches each sewn of%ndng ab a MOPt ob we .• ..:..' the requked 4t:grxks- •• •• : .. ...... Barrier lovd. VA=kn aNed,to bottorm of the mesh barrier is fess than one WA ft :. •...:. decd(surfam • INSTALLATION .. ... . ALL FeKUNG 15 ftKl 1lf< U TO ESE SPAGEU A MINIMUM OF ZO"FltOM THE EDGE OF THE POOL.WATER. LATCH NGS DEVICE: Each section must be aFfbed to the otfier at the top of the fenm at least 45° Qbpus(�wde,. �s(d)eF il�e iebelie�g dec.ieee be6w.een eeetiene m�bk Inva i3sa�e.�r.uE 1�i�ha.»dal agdnet tine toggle wing such that ft regertres tools to looser. This meets the r+equir+etnent of the code spedfy bV the use of toots to remove one post of the fence, r l i.i'r'r'rr too-aozv ra&(rra)Z00-0"0 -2201 OC Oiatar Ot- %xuarT.ri- syr www.Pnxwr-m cs jucLwiwi FROM MATT FAX N0. Jan. 29 2015 10:53AM P2 FROM :MATT FAX N0. 1U 9WHO CtlitFAl2LS SUCH AS CONCRM 2" THICK INTeKLOGKING BRIGK, AND 9RIOK MORTARED TO CONCRETE: Holm.are Krrillcl in trlp,d0*purr4W W a depth neoem ry W s=1nrnodd1e Vie tenw posfs- T#�ese holes are slued with ply Oee es- IN "UhIBC'4MIC " 3UFWAGff&76 AGjVA* 7- -WMI.7 jilt I­ IsMt;K PAVeR55 ri+oles are 4A1e4 rola tha p'-mem to cwmapt •i •1m ♦r 4 4th 00 slum;num tubin8 ar 01M;fe r 1CwAS1w6lG mefal material or 1'or 1 VV PVC pipe of sufficient length to Wdend below the paver or ground surface necemary to provide adequate support to the fence. Pipe length necessary for adequate support will depend upon the hardness of the ground or sand bed below grade. Typicagy this is 6'-8"when using aluminum pipe for sand set 1'thick brick pGNW _ w :Waves U:e iOu uc s iii—o LMeir uiviuiiyf uy Wrr[jaLMM. and 18"--W fpr 9MSS and$00 applkatiOns. ORAS AND *OJL; 1 -Ittr or-I W Ow aluminum tu0mg or simftr suitble material such as 1"or i Y4"SCH 40 or SCH 80 pVC pipe of sufficient length is drN en Into the ground to a depth necessary to vrovide adequate supocnt to the fine- Pim fon&h nocossary for adequate support will depend upon the hardness of the ground and must be determirted in the geld. Typicafijr Vft is 18'-24'depending upon ground hardnew and material used. V PVC pipe requinm pouring concrete around it to stabilize it 0000 WOOD DECKS; Wood decks using 2X lumber can be drilled normatt *antl €enOntg : '. installed in the► nomtal manner using standard plastic sleeves asauminge&4 Wood iso to•• •••••• good oond tioi' n. Any wood in fess'than good shape, thinner than 2c thi • ••• , or not :....: installed solidly vA require an Installation similar to the Sand Set Br1ok app on 1 ct:. • above using t*tubby to extend into a solid surface below. Otherwise, Chex ood should• ..:..• be reinforo®d underneath with an addifional block of wood sawmd or ne"1b the.tdp.' ...... surtaaeto allow a thikker mounting surface. :00:0: •• .. President Protect-A-Child Pool Fence Co. Ph.("2)2Wa= Fax 9M 288-W29 32018E Slater St. Stuort,FL 34997 W WW pr tachild.own FRROM MATT FAX NO. Jan. 29 2015 10:54AM P3 FROM :MATT FAX N0, Dec. 29 2012 05:40PM P3 (� M - uV�uI-� i�. aoa: 9Z W d" .Tesfing&Comulting S •ces- Profe -A d Pool Fence Company bine 13,20f,2 Par&Ue OirderNo.Veabal QC?%4 Job No.12FM-611 INSP Q1V RE51J This repast do=anb testing on 48"ad 60"hdgbts off ding and self closing gaffs mid by PtetA-Gbffd Pool 1'e= pang ' The smmples wed included fence x0iom in 48-and W halsks wrath support paw led to dwm sh on.30"and.36"eters and self closing galea ofsmnple Mom The feaw and gapes sabmriftl were tested per the stamdards listed below inching ASTM F 2296. ` a The nm*was teat d m ASTM Fa2". • Verdcal load tostpwASTM X286 PxvZrppb 5.1.A vardeal load test was Conducted_A W steel wire was looped tough the mcsb 36"above ground. 0000 Upward force of 20 poaazds was applied..No tearing ofthe mesh was rpted,, •0 0 0 0' ...a.. + lmpaa Tea per ASTU F 228605 Paragraph 5.2.A wei&of 52 WuQs*ab � � �• swing into the fence 36"above gnmd level.No defarm9fian or towingaTo '.•'.: 0 0 0 0:. noted- 9 oted9 31�e self elosing gages tesW vicm gt+edul'ban 48'°tall and.mcltxW Self g and r�ecl aNkiW hx*Ale self latching mechanism.The rdease mech om Sc014000 ' Fa'was above 54"mi�um height ztlremiemt. 00•4•: :e.0 0 0. .604.0 •' Zh0 meat: Ka1'tma w cwo Gw ufiv�by P Ineospara". :•4... • e• • • • e 0600.. .64.4Y CONCLUSION. • The frnce and gates suhmmed fbr toting mApa w mcvcd the to of ASTM F 2296 and ASTM F 1909 for tests performed_No ftsting on the mesh other than the impact and vertical tests. + ANSI W-9 Model Barrier Code for tom p rm e& • BOCA National Building code Seeflon 421.101 for TaM pofouaed. V=iou 110(*soe 016te MOW)for tear$performed. �Mrrse i['.P AFSP TSPCt"'a rrtw w3+�[[in�Tlieri��rla matmrr ilmt 3s is irrt yrwti.,sS.1�m:elrnns fS.rr►ir1 e[{' %,=k Grote 2870 Stirling Road•Haliymod,,n;3.3020-1,199 • 19541 W9-W89• Fax(954) 241-5890 Email: fgra#, amet:rc� i �- 40' PER ANSI/NSPI-2003 6.2.2: CLEAN AND ETCH O - --C—N7EW G RAISED BEAM 8'LON --' ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX.UNIFORM HEIGHT OF 12",EXCEPT THE TOP OR BOTTOM RISER,WHICH MAY BONDFACE PRIOR -- TO PLACEMENT OF NEW+18" RAI PEDBEAM R CODE VARY IN HEIGHT,BUT SHALL NOT EXCEED 12". NEW GUNITE W/HA 6' "1' 1' 27' 5' ALL NEW STEEL WILL BE BONDED � WATER LEVEL---\ MIN.240 SQ.IN.SURFACE TO THE EXISTING POOL STEEL 0 1 AREA ON TOP STEP J I 20' SLOPE EXISTING POOL TO GET NEW = I 12" 3' U) 13.5' SUNSHELF,STEPS AND BENCH z 1 MAX 1, I I U) I 5' W _ ----___ - EXISTING NEW BENCH z6- ,� NEW GUNITE 'P - 18" LD � ----------------- --�-� FILL SPACE BETWEEN EXISTING -- `-- -- — --- FLOOR AND NEW SUNSHELF _ UNDERWATER BENCHES,SWIMOUTS WITH COMPACTED 57 ROCK - - - -r a- •" '' ••• AND SUNSHELVES TO BE VISUALLY NEW+18"RAISED BEAM #3's @ 9"O.C. EACH WAY IN NEW FLOORS TO BE DRILLED AND - • __• _____ __ SET APART FROM POOL FINISH WITH A W/ #3 @ 9"O.C.EACH MIN. DOWELED MIN.3"INTO EXISTING PER CODE 6" '+ • ' ' ••? • -.- TILE EDGE OF A CONTRASTING COLOR. •+ '••:�• � + • U WAY DRILL AND U ••"" "• BEAM WITH HIGH MOD EPDXY , • 18' - --- DOWEL MIN.6"INTO ""� +••••• „s + XISTING POOL BEAM NEW STEPS AND POOL FLOOR '•••• ' WITH HIGH MOD •• '• + • L N.T.S. EXISTING EXISTING EPDXY .. „ .. • •• a POOL BEAM POOL BEAM 18" **6:09 • ' --- ------------------------ #3 @ 9"O.C.EACH Allowable bearing capacity of soil is 2500 lbs./Sq. Ft. • • ' • '•; NEW RAISED BEAM - FRONT VIEW WAY IN RAISED BEAM •�'/� ••; -ills I -------------- N.T.S. Worst case of pool(gunite),water and sub base is: •••• ' 3 @ 12"O.C.EACH q y �q Water 62.5#X Max.5' equals 312# z WAY DRILL AND L DOWEL MIN.3"INTO HIGH MOD EPDXY TO BE SET-XP10. EXISTING Bottom of pool(gunite) 150#@1' equals 150# �v`a� `N��'�F NS,•-'G;i BENCH ADDITION EXISTING POOL BEAM CBS WALL IS A FORM ONLY FOR THE STEEL Pool BEAM 57 rock max.3' @ 97# equals 291# a �,E •�,C- WITH HIGH MOD AND CONCRETE AND DOES NOT NEED TO 467 � N.T.S. Total worst case at pool floor 753#per Sq.Ft. o �O, 3� EPDXY BE MORTERED TOGETHER. Cr- _ "Total weight of rock 480 Sq. Ft. @291#max.equals 139,680# J_: CONSTRUCTION NOTES: ---- of rock -• J4 �l� �w` Note:Any work done without inspection may need to be 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH FBC-RESIDENTIAL 2010 CHAPTER 41. NEW RAISED BEAM - SIDE VIEW removed. 2. UPON RATIONAL ANALYSIS,THE PREVAILING SOILS IN THE AREA SURROUNDING THIS SWIMMING POOL JAMES F�6I, CONSTRUCTION WILL PROVIDE ADEQUATE SUPPORT NEEDED FOR THE POOL FOUNDATION. N.T.S. 1915 N.E.45 Srbl1�TE 107 3. SWIMMING POOL TO HAVE PNEUMATICALLY PLACED CONCRETE FLOOR,WALL AND BOND BEAM. CONCRETE TO FT LAUDERDALE, FL 33308 HAVE 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. EQUIPOTENTIAL BONDING GRID: 954-776-8004 4. ALL REINFORCED STEEL TO BE INTERIM GRADE DEFORMED BARS OF NEW BILLET STEEL: CONFORMING TO PER F.B.C.AMENDMENTS SECTION 104.23 ALTERNATIVE MATERIALS AND METHODS FOR SWIMMING LICENSE#37467 ASTM A-615. STEEL TO BE BENT,LAPPED AND PLACED IN ACCORDANCE WITH A.C.I.STANDARDS AND SPECS. POOL AND SPAS WITH THE INSTALLATION OF 15-VOLT OR LESS SWIMMING POOL LIGHTS OR NO 5. IN AREA OF SKIMMER,243 BARS IN BOND BEAM MAY BE PLACED EITHER BELOW OR BEHIND SKIMMER. LIGHT,PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID(SINGLE WIRE). REVISION 03/09/15:SEE CLOUDED AREAS 6. ALL PIPING SHALL BE N.S.F.APPROVED AND SHALL BE SCHEDULE 40 PVC. PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)INCLUDES UNPAVED AND ADDITIONAL CALCULATION SHEET. 7. MAIN DRAIN TO HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. SURFACES AS WELL AS POURED CONCRETE AND OTHER TYPES OF PAVING. BONDING FOR 8. WATER SUPPLY AND DISPOSAL TO BE ARRANGED SO THAT THERE IS NO CROSS-CONNECTION WITH A PERIMETER SURFACES SHALL BE INSTALLED AS FOLLOWS: DOMESTIC WATER SUPPLY. 1. ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID(SINGLE WIRE) STRUCTURAL PLANS FOR POOL REMODEL AND DATE: 02/02/15 9. IF REQUIRED,UNSCREENED POOLS SHALL HAVE A MINIMUM 4 FT.FENCE WITH SELF-CLOSING AND LATCHING 2 BURIED TO A MINIMUM DEPTH OF(4)FOUR INCHES TO(6)SIX INCHES BELOW GRADE AND POOL GATE. 3. MINIMUM OF(4)FOUR POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL WALL CONTRACTOR 10. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND THE DECK REINFORCING SHALL BE (EXCEPT FOR NONCONDUCTIVE POOL SHELLS,BONDING AT FOUR POINTS SHALL NOT BE WATERMARK CONSTRUCTION, LLC BONDED TO THE POOL REINFORCING STEEL WITH A NO.8 AWG COPPER WIRE. THE POOL REINFORCING STEEL RQUIRED)AND POOL 4460 N.FEDERAL HIGHWAY SHALL BE BONDED TO THE POOL LIGHT NICHE WITH NO.8 AWG COPPER WIRE. TWO NO.8 AWG COPPER 4. CONNECTED TO AN EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)WITHE A SOLID COPPER BARE FT.LAUDERDALE,FL 33308 GROUND WIRES SHALL BE RUN WITH N.E.C.APPROVED CONDUIT,ONE INTERNALLY,FROM THE LIGHT NICHE TO CONDUCTOR NOT SMALLER THAN#8 AWG AND 954-804-3676 THE JUNCTION BOX. COMPLETION OF THE POOL GROUNDING SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. 5. CONNECTION SHALL.BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS 11- POOL CONSTRUCTION SHALL BEAR ON CLEAN SANDS OR ROCK WITH A BEARING CAPACITY 2,000 P.S.F. OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE AND ARE OF STAINLESS HANDHOLD DETAIL ROY RESIDENCE 12. FBC-RESIDENTIAL 2010 CHAPTER 41 SECTION R4101.6.1 CONFORMANCE STANDARD:DESIGN,CONSTRUCTION STEEL,BRASS,COPPER OR COPPER ALLOY AND HANDHOLD TO BE 1280 N.E. 101 STREET AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3,ANSI/NSPI 4, 6. THE EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)SHALL EXTEND UNDER PAVED WALKING LOCATED AT WATERLINE ANSI/NSPI 5,ANSI/NSPI 6 AND ANSI/NSPI 7. SURFACES FOR MINIMUM 18"AND MAXIMUM 24"HORIZONTALLY BEYOND THE INSIDE WALLS OF (MAX. 4' O.C.) MIAMI SHORES THE POOL AS ALLOWED UNDER EXISTING CONDITIONS. JOB#56014 PER ANSI/NSPI-2003 6.2.2: / - - -- - - - 40' - -- - - --- - ALL RISERS AT THE CENTERLINE Z - ---Q --- --o---o--� --- SHALL HAVE A MAX.UNIFORM HEIGHT NEW RAISED BEAM OF 12",EXCEPT THE TOP OR BOTTOM Irl RISER,WHICH MAY VARY IN HEIGHT, W/HANDHOLDS PER CODE l BUT SHALL NOT EXCEED 12". I I I w o % -- -6' -- 1'- 1' - ---------- -2T--- - - -- - - - --5' - EXISTING POOL TO GET NEW Q I SUNSHELF,STEPS AND BENCH I 20' MIN.240 SQ.IN.SURFACE WATER LEVEL I AREA ON TOP STEP w I Z) I U) � � SLOPE � � I - 12" w I 6" MAX 3' 13.5' 1 �— I NEW BENCH Z ( MIN. i I 5' E I g•• --- -- __-- _ NEW GUNITE .• • •• •;• - UNDERWATER BENCHES,SWIMOUTS --_ •••••• • •• ••• •• AND SUNSHELVES TO BE VISUALLY - ---_ --_ #3 @ 9"O.C.EACH FILL SPACE BETWEEN EXISTING •••!4• 4`, • • SET APART FROM POOL FINISH WITH A ----_ - ••• •• TILE EDGE OF A CONTRASTING COLOR. WAY IN RAISED BEA 18" FLOOR AND NEW SUNSHELF -__ _ --_ ter•�9' :W I .�• I • CLEAN AND ETCH WITH COMPACTED 57 ROCK --•ay-•y-s- ---•�--i ••• • - -18" BONDFACE PRIOR TO _ - • • � � PLACEMENT OF NEW #3'S @ 9"O.C.EACH WAY IN NEW •• • • •• ••. .• GUNITE CLEAN AND ETCH FLOORS TO BE DRILLED AND •••••• - L EXISTING `�1� BONDFACE PRIOR DOWELED MIN.3"INTO EXISTING • • ' :••.:• ••• - 18" POOL BEAM _ TO PLACEMENT OF BEAM WITH HIGH MOD EPDXY •• - ••• • —EXISTING �`Ii0?25 �Jifla@ E CITY • • • ••• • • #3 @ 9"O.C.EACH • • • WAY DRILL AND PQM SAM— •• • DOWEL MIN.6"INTO A "�" ') j BY DATE NEW STEPS AND POOL FLOOR j EXISTING POOL BEAM ! I N.T.S. -- - ---- WITH HIGH MOD I F 3 @ 12"O.C.EACH EPDXY ©�f WAY DRILL AND DOWEL MIN.3"INTO --- (i1t_�}u nj E'i I 3 [5 �" `,`%1111111111/11/ BENCH ADDITION EXISTING POOL BEAM ----- 2^+ SLIP RESISTANT AN 0 //j WITH HIGH MOD - t •f2 4 OVERHANG GRASPABLE COPIN ,...%%, ES F. N.T.S. EPDXY RAISED BEAM ADDITION L,rc c c , �� I-I,- c- IT ALL FEE %9 M s'� r� r� ••�,�CENSF•• Ci %. 3 t , N.T.S. dl � ''� RLl AND REG L/1 NS COPY CONSTRUCTION NOTES: WATERLINE— VO37 ALL NEW STEEL WILL BE BONDED 6"±TILE FEB TO THE EXISTING POOL STEEL =� 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH FBC-RESIDENTIAL 2010 CHAPTER 41. _ BEAM ~ •�z 2. UPON RATIONAL ANALYSIS,THE PREVAILING SOILS IN THE AREA SURROUNDING THIS SWIMMING POOL _ CONSTRUCTION WILL PROVIDE ADEQUATE SUPPORT NEEDED FOR THE POOL FOUNDATION. EQUIPOTENTIAL BONDING GRID: , 3. SWIMMING POOL TO HAVE PNEUMATICALLY PLACED CONCRETE FLOOR,WALL AND BOND BEAM. CONCRETE TO COPING DETAIL PER F.B.C.AMENDMENTS SECTION 104-23 ALTERNATIVE MATERIALS AND METHODS FOR �Ss� •• �G�`��` HAVE 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. SWIMMING POOL AND SPAS WITH THE INSTALLATION OF 15-VOLT OR LESS SWIMMING POOL N.T.S. JAMES F.BIAGI,d!, ONAL 4. ALL REINFORCED STEEL TO BE INTERIM GRADE DEFORMED BARS OF NEW BILLET STEEL: CONFORMING TO / LIGHTS OR NO LIGHT,PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID(SINGLE 1915 N.E.45 STREET,�1�Md11 � ASTM A-615. STEEL TO BE BENT,LAPPED AND PLACED IN ACCORDANCE WITH A.C.I.STANDARDS AND SPECS. WIRE). FT LAUDERDALE, FL 33308 5. IN AREA OF SKIMMER,243 BARS IN BOND BEAM MAY BE PLACED EITHER BELOW OR BEHIND SKIMMER. PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)INCLUDES 954-776-8004 6. ALL PIPING SHALL BE N.S.F.APPROVED AND SHALL BE SCHEDULE 40 PVC. UNPAVED SURFACES AS WELL AS POURED CONCRETE AND OTHER TYPES OF PAVING. LICENSE#37467 7. MAIN DRAIN TO HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. BONDING FOR PERIMETER SURFACES SHALL BE INSTALLED AS FOLLOWS: 8. WATER SUPPLY AND DISPOSAL TO BE ARRANGED SO THAT THERE IS NO CROSS-CONNECTION WITH A 1. ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID(SINGLE STRUCTURAL PLANS FOR POOL REMODEL DOMESTIC WATER SUPPLY. WIRE)AND 9. IF REQUIRED,UNSCREENED POOLS SHALL HAVE A MINIMUM 4 FT.FENCE WITH SELF-CLOSING AND LATCHING 2. BURIED TO A MINIMUM DEPTH OF(4)FOUR INCHES TO(6)SIX INCHES BELOW GRADE AND PCNL DATE: 02/02/15 GATE. 3. MINIMUM OF(4)FOUR POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL WALL CONTRACTOR 10. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND THE DECK REINFORCING SHALL BE (EXCEPT FOR NONCONDUCTIVE POOL SHELLS,BONDING AT FOUR POINTS SHALL NOT BE WATERMARK CONSTRUCTION,LLC BONDED TO THE POOL REINFORCING STEEL WITH A NO.8 AWG COPPER WIRE. THE POOL REINFORCING STEEL RQUIRED)AND 4. CONNECTED TO AN EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)WITHE A SOLID COPPER POOL 4460 N.FEDERAL HIGHWAY SHALL BE BONDED TO THE POOL LIGHT NICHE WITH NO.8 AWG COPPER WIRE. TWO NO.8 AWG COPPER BARE CONDUCTOR NOT SMALLER THAN#8 AWG AND FT.LAUDERDALE,FL 33308 GROUND WIRES SHALL BE RUN WITH N.E.C.APPROVED CONDUIT,ONE INTERNALLY,FROM THE LIGHT NICHE TO 5. CONNECTION SHALL BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE 954-804-3676 THE JUNCTION BOX. COMPLETION OF THE POOL GROUNDING SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE 11. POOL CONSTRUCTION SHALL BEAR ON CLEAN SANDS OR ROCK WITH A BEARING CAPACITY 2,000 P.S.F. AND ARE OF STAINLESS STEEL,BRASS,COPPER OR COPPER ALLOY AND HANDHOLD DETAIL ROY RESIDENCE 12. FBC-RESIDENTIAL 2010 CHAPTER 41 SECTION R4101.6.1 CONFORMANCE STANDARD:DESIGN,CONSTRUCTION 6. THE EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)SHALL EXTEND UNDER PAVED HANDHOLD TO BE 1280 N.E. 101 STREET AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3,ANSI/NSPI 4, WALKING SURFACES FOR MINIMUM 18"AND MAXIMUM 24"HORIZONTALLY BEYOND THE LOCATED AT WATERLINE MIAMI SHORES ANSI/NSPI 5,ANSI/NSPI 6 AND ANSI/NSPI 7. INSIDE WALLS OF THE POOL AS ALLOWED UNDER EXISTING CONDITIONS. (MAX. 4' O.C.) JOB#56014 PER FBC 403.9.4 RESIDENTIAL POOL PUMPS AND PUMP MOTORS 1. POOL FILTER PUMP MOTORS SHALL NOT BE SPLIT-PHASE, SHADED-POLE,OR CAPACITOR START-INDUCTION RUN TYPES. ANTI-VORTEX MAIN DRAIN COVER TESTED TO p 2. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HP>1h ASME Al 12.19.8M 2007 BY UL 8172 LISTED WITH SHALL HAVE THE CAPABILITY OF OPERATION AT TWO OR MORE ANTI-ENTRAPMENT COVER TYPICAL OF 2 SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN 1/2 OF THE MOTOR'S MAXIMUM ROTATION RATE. 3'MIN (2) _ O ( 3)SHEER BUBBLERS M.D.s s INLETS DESCENTS SCALE: 1-1/2" 2" N y 1/8" _ 1, o TYP. 2" 2 WAY M - TYP. r VALVE �-+ HYDROSTATIC 0 2-1/2" TYP RELIEF VALVE n r TYPICAL BRANCH PIPING EXISTING EXISTING VACUUM SKIMMER o o—— ——— DOUBLE MAIN DRAIN (DETAIL) I/ ACCORDING TO FBC-RESIDENTIAL 2010 CHAPTER 41 i 3 WAY • • • • •••• ••• •• I I t I I PIPE SIZE MAX. FLOW VALVE �••• i •• • • II II INCHES •aIle LIEF ••• :• 6.0 ft/sec 8.0 ft/sec HAIR a LINT 1� I I EXISTING POOL TO GET NEW I I 1-1/2" 38gpm _51_gpm m STRAINER FILTER •MRESSURE GAUGE •• • SUNSHELF,STEPS AND BENCH 2" 63 m 84 m •�"'. ;..•;. •••. • •.• WITH NEW FLOOR DRAINS,(2) I I 2-1/2" 90 gpm 119 gpm BALL •••••• •• • ••� • I I - BUBBLERS IN SUNSHELF AND I I 3" 138 gpm 184 gpm VALVE • • • • • IN I NEW SHEER DESCENTS. I I 4" 238 gpm 317 gpm PUMP TO WASTE I I EXISTING INLETS,VAC LINE I I •••••• • I I AND SKIMMER TO REMAIN I I ALL PIPING CALCULATED TO BE A : • : . • ••. • MAXIMUM OF 6fps ON THE SUCTIONS PLUMBING SCHEMATIC • AND 8fps ON THE RETURN LINES. ALL PIPING SHALL CONFORM TO • 2"SHEER ARC • • • 2"SHEER ARCI ——--_ FBC-RESIDENTIAL R4101.6 -- ----- 2"SHEER ARC I I 2-1/2"MAIN DRAINS `tttttltllllii//1//�/ F. 2"BUBBLERS �.��� �Q'•��CENS' 1-1/2 INLETS 'r z N 7467 �•'. �01R 1� 6F - I SPILLFALL POOLBEAMrs,�,.. TILE ������/111�NA1_ EXIST. POOL JAMES F.BIAGI,P.E. EQUIP. PAD 1915 N.E.45 STREET,SUITE 107 1 FT LAUDERDALE, FL 33308 2' SHEER DESCENT 954-776-8004 TYPICAL OF 3 � LICENSE#37467 N.T.S. ���� Z S PLUMBING PLANS FOR POOL REMODEL xQV N ID, DATE: 02/02/15 LEGEND PLUMBING NOTES: CONTRACTOR WATERMARK CONSTRUCTION, LLC 1. ALL PIPING SHALL BE N.S.F.APPROVED AND SHALL BE SCHEDULE 40 PVC. 4460 N.FEDERAL HIGHWAYFT.LAUDERDALE,FL 33308 O FLOOR DRAIN 2. MAIN DRAIN TO HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. 954-804-3676 D HANDHOLD 3. WATER SUPPLY AND DISPOSAL TO BE ARRANGED SO THAT THERE IS NO CROSS-CONNECTION WITH A DOMESTIC WATER SUPPLY. '01 BUBBLER ROY RESIDENCE i 4. FBC-RESIDENTIAL 2010 CHAPTER 41 SECTION R4101.6.1 CONFORMANCE STANDARD:DESIGN,CONSTRUCTION Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an 1280 N.E. 101 STREET SKIMMER AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3,ANSI/NSPI 4, accessible position(s) at least 6 inches and not greater than 12 inches below the MIAMI SHORES ANSI/NSPI 5,ANSI/NSPI 6 AND ANSI/NSPI 7. minimum operating water level or an attachment to the skimmer(s). —� WALL INLET p gJOB#56014 5'CBS WALL PROPERTY LINE - - - - - - THE POOL IS LOCATED IN A MANOR THAT COMPLIES WITH N.E.C.680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. 680.10 FOR ALL UNDERGROUND CONDUCTORS. CONC.SLAB , RN�pO 5'WOOD FENCE SEPTIC OVE I TANK "'• CONC.SLAB xxxx • • • .:go: •• :• • • • •• I � x • • • • 9999•• s •• ••• •• LL-1 0••00• • � 9999 • • • • • • •9040• Z_ JI W ...... .. •s0 . Z 00 00 0 00 lkf . . 9 9 4 ~ J W ••900• • • } • • • EL EXIST. POOL x , , , • •4• ;• W ••• % a EQUIP. PAD TWO STORY , , 4 4 4 • • • ••4004 ❑ RESIDENCE •4 • • 4•• • 4 ASPHALT 4 ••44 0 DRIVEWAY xi 5'CBS WALL 5'CBS WALL w %`` J I ��.. --• qG '% EXISTING GATE W/SELF-CLOSING �I SELF-LATCHING DEVICE LOCATED Q <I * ;• O. ��' 7 MIN.54"ABOVE GRADE A ASPHALT I vim' <C/ DRIVEWAY i� it`�• • !rL��O-• '• N G S � / .S' �G - PROPERTY LINE i 14.5' SIDEWALK SITE PLAN FOR POOL REMODEL DATE: 02/02/15 CONTRACTOR WATERMARK CONSTRUCTION,LLC 24' PARKWAY 4460 N.FEDERAL HIGHWAY FT.LAUDERDALE,FL 33308 954-804-3676 ROY RESIDENCE 1280 N.E. 101 STREET N.E. 101 STREET MIAMI SHORES JOB#56014 JUNCTION BOX PER NEC 2008 680.22(B)GFCI PROTECTION. OUTLETS SUPPLYING POOL PUMP PRE-CASTPR Z MOTORS FROM BRANCH CIRCUITS WITH SHORT-CIRCUIT AND GROUND-FAULT ` - 5'-0" COOPINMIN. —� :2 w WHOET ER BY REC PTAC E OR DIR CT CON ETECTION RATED 15 OR 20 AMPERES, 125 OCTION, SHALL BE PROVIDED WITH water line 3 GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. 00I I 18" MIN 1"PVC i —TOP OF FIXTURE Ali STAINLESS STEEL LIGHT NICHE •••••• (12 VOLT)TO COMPLY WITH : ••• •"' '•"�• S.F.B.C.AND NEC 680 I I " ' i'• '• (SEE PLAN FOR LOCATION) (n •.. • I .•. • •• •••••• • • SECTION UNDER WATER LAMP I w I •••••• :"": H I •••• • N.T.S. . • •••••s3 0:00 Z •••••• •• ••••• EXISTING POOL TO GET NEW Q • • • • • SUNSHELF,STEPS, BENCH AND •• •• • •• ••••'• • (2)LIGHTS w I •••••• • ' = I • • ...... D I ...... U) : • .•. - 4#10 THHN IN 1/2"CONDUIT I NEW BENCH I •• • 200A BREAKER NEW POOL CUT-OFF SWITCH PANEL -- --s ------------�------- - 200A 200A METER O PANEL Q GFI TO BE MIN.6' &MAX. 2)NEW LIGHTS 20'FROM WATER'S EDGE TRANSFORMER UNCTION BOX(TYP) 1-2P-200A 30A POOL 1-2P-60A PANEL ``���1U'll l l �1. 50w LED POOL LIGHT `���� MES F ,'44i rte. �P ,... PUMP 1-2P-20A GFCI 50w LED POOL LIGHT �� _ '' �-CEN'• �� s�•, C/ LIGHT 1-1P-15A NO _ NOTE 2hp VSP PUMP 67 FROM TRANSFORMER TO JUNCTION BOX: ` • A W: T + tl 300 2#10 THHN 1 #12 THHN r 150W:3#12 THHNPLAM r4412 THHN IN 1/2"COND. ��� •_. �* 75W OR 10OW:2 414 THHN+ 1 #12 THHN CHLORINE GENERATOR "' "�t��p(13 _/t!� i,Fs •�• (\•.•'• �� 50W OR 25W LED:3#12 THHN —��'T)ate \����� O G ALL 1/2"CONDUIT err orL POOL ELECTRICAL DIAGRAM ALL ELECTRICAL WORK SHALL ELECTRICAL PLANS FOR POOL REMODEL ELECTRICAL R W DATE: 02/02/15 CONFORM TO N.E.C. ARTICLE #680z m o/ 2 7 � � CONTRACTOR APPROVEWATERMARK CONSTRUCTION,LLC DAT � E -�_ 4460 N.FEDERAL HIGHWAY FT.LAUDERDALE,FL 33308 954-804-3676 ROY RESIDENCE 1280 N.E. 101 STREET MIAMI SHORES JOB#56014