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DS-14-2775 (2) 'ami Shores Village CEI�T]ED Iding Department APR 2 2811 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 10 BUILDING Master Permit No.DS - .2 -7 75' PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL 7 PLUMBING ❑ MECHANICAL []PUBLIC WORKS [:] CHANGE OF []CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Miami Dade Zip: Folio/Parcel#:f/ 3 ao5 oa/ Do/ 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: 306'-7`/3'5-409b Address: /A 8 0 A-)F- City: State: Zip: 3 3/3rr Tenant/Lessee Name: Phone#: --- Email: �fi oy #: 959- 7-24 -3339 CONTRACTOR:Company Name:L�Ga�2.�-M Cit./C f�Ajr ' Phone#: 9'59e- Address: 6466 O A/. r—;�ne! City: f L Qc-t-G State: �- Zip: 3330 Qualifier Name: bt2444 /' /`�• G CGS//c,t rr7 Phone#: 5 -'Flo State Certification or Registration#: 7 a-3 1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ X 00 ' Square/Linear Footage of Work: 171 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: i Y.� r Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ •yU (Revised02/24/2014) ( , r Bonding 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 Signa OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 96 day of_ J4L 20 �} by 20 day of ^L 20 by �t�( who is personally known to MT4!��,who is personally knower to me or who has produced —� L 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: Sign• G2� �+ Print: Gyq-) Leet h Print: 6e f� • c1C hn ccS Seal: ,nye"p°�, BETH LEIGH SCHOTANLIS t�°Yp�. Seal: ;° '•a�: SETH LEIGH SCHOTANUS '� r = MY COMMISSION#EE880532 F MY COMMISSION#EE880532 " '� EXPIRES March 04,2017 °ka;'' EXPIRES March FaF�+,o, 04,2017 �� FlorldaNaterySsry com 407)398-0153 F Q l0 APPROVED BY Plans Examiner b C Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (.850)487-1396 1940 NORTH MONROESTREET TALLAHASSEE FL 32399-0783 MCCALLUM,BRYAN PATRICK WATERMARK CONSTRUCTION LLC 4480 NORTH FEDERAL HIGHWAY FORT LAUDERDALE FL 33308 Congratutaticuet With this floerme,you become one;of the nearly ' one million Floridians licensed by the Department of Business mid Professional Re gulation. Ourprofessionais and businesses range STATE OF FLORIDA. torn arc h tecta to yacht brokers,from boxers to barbeque restaurants, DEPAR BUSINESS AND and they keep Florida's sconomY'strong. PROF LOON Every day we work to improve the way we do bustness in order to _COC125MI " 712312tf14 serve you better. For irdbrmation about our services,please log onto www trryfi .corn. There you can find more information GF IFIEi:f abort our divisions and the s that impact you,subscribe ill ILUM,. ` to department ruawstetter8;and g>rorrt the Department's Aq :a Initiatives AWmission at the Department is:License Efficiently,Regulate Fairly. canstan4l strroe to serve better so that you c an serve your yy y�r �. mars. Thanlcyou for doing businm1n Flodfds„ r''ra` say lsa w►aer it�e v alone ox s d"el s; and congratule iars on your new license] ` DETACH HERE RICK SCOn GOVERNOR KEN tAmm SECRETARY STATE OF FLORIDA ' i DEPARTMENT OF BUSINESS AND.FROFESSIONAL REGULATION: CQNSTRUC710N INDUSTRY .ICENSINO BOARR lThe 13UILDING CONTRACTOR r Named below IS.CERTIFIED - ; ,� "°'W. Urweir lite pt'ovisions of Cita}�AtQer 489 F_ S t R 4 ESlratiortidate: AUG 31,.2018 ,L$!, K 9 fiiICGUM,' AN PA .,. `�. '`E• �. �`�',� �t i ,r 44130- Q D �4 ;� ' -. ._..__issttEn: orra3rzota_ DISPLAY AS REQUIRED 13Y LAW sc�c� t.t4o723000tl� 04/22/2015 11:44 9544928769 WATERMARK CONSTRUCTI PAGE 01/01 WATER04 OP Ila:PR CERTIFICATE OF LIABILITY INSURANCE am THIS CERTIFICATE iS ISSUED AS A MATTER OF INFOi (NATION dNLY AND INFERS NO FR(IHTS UPON THE CaRnFiCATE HOLDER THIS CERTIFICATE DOE$ NOT AFFIWIIIA11YELY OR NEGAI.IVELY AMEND, EXTEND OR ALTER THE COYOMME AFFORDED SY THE POLICIES 911LOW. THiS CE"FICATE OF INSURANCE DORS NOT CONSTITUTE A OONTPACT OF-r iIEEN THIR ISSUING 041SURMS). AUTHORIZED IIEPRESENTATWE OR•PRODUCEM AND'THI_CERTIFICATE HOLDER, IMPORTM0: If Wei 46*111148t9 Halder is.an ADDITIONAL INSURED,the,polloy(les)MwA be end0reed. IT SUBROCATiON 19 WAIVED;subject to the twM sed::endi0ons of thopollay,certain poDElas may taqul'ra an andomement. A.stift Bent On thlb 01111001;r dohs nen i¢bnfat rights to*0 cAttlHcafa holder In lieu of such ondaraarrieift a Lynn DDVAIn ,AiNS,AAI,ALgJ P4tL a""Is Grow Inc 1-' 2Q May..95"6"874 Fort ud K FL 2331"900David Amb ;( (fst�mMsuranaA.riOt AFPORt11Ma CdY,EWE NAIC X :3coftcle to Imumned Colnn 412" muRn WkWfM2rk Cbni&ucU*n,-LLO as Rxe; 4460 North Federal Highway ergo Fort Leiiderdal0,PL 33308 IlMMUR D eWSbR611 E: [i8n1iERF: COVERAGES C RTiFICATI:,N—UM0 • REVISION NUMBER( THIS 1$TO CERTIFY•THAT TM POUCtE$OF INSORANCE LIVIM BELOW HAVE SEEN ISSURD TO TRE INSURED NAUIEO•ABOVE•FOR THE-POLICY PERIOD INDICATED. NOTiMTHSTANDING ANY ROQU1RWONT.TERM OR CONDITION OF-ANY CONTRACT OR OTHER 60CUMM WITH RFSFEtT 70 WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED nY THE POLiC:IES DMRMED•HIARIN IS 9UNIECT`TO ALL THE T6RMS. EXCWSfdNS AND CONDiTION19 OF SUCH POUCIF.S.LIMITS SHOWN MAY HAWS SEEN RIMUGED BY PAiD CLAIMS, LW 71iAtl OFiNiIL►ii4NCERUV6 UDRILnYillf A X NIRU1enRALGEfiERAtLtiIBMY PACH0CCURREh1,t'E f 1,OOD DACE Q OCCUR CP32062NI QW71014 Molmi s uO 100, X o"p Comage 590,00D4100,000 MED fltP tort a+as rno,r s 6, X • sic etNerb 1,tl00,011WS'1,0�,040 FMg0p! .sAtIV INJURY s 1,QOD, OEN'LAGORMTELIMITAPPUESPERI WWRALAWRBMTE 4 X0001 X PmCY®P cor ❑Lx PRGQttcTs•oOwPigi+nta6 1. 1,00Oy4D OTHER: � atvtoxaslLe: �,rYIMITs ANY A 7F0 ¢ObILY Iir.IUItY—tFWpKmj S ALL OMW scl�nur Ea AUTpft AUS SMLY INJURY pw 410& lil 4 KIM AV= at& SN Q s S ura".UAUOW LJ ocaum EACMCCCURREIC% S am "m —1- CLAIM&MAN Af3CiREfJAtE � �D TE 10 VYdAI�'C011pGNSn TIDN AND 0WU&MRW UA8UTV AR*PRAPR1fff0WPAFTNEA=WV� YIN OPWOMM fieNN Emmom? �141A E EACH AOMW 6 If dame fafEet R.i.0l8�SE••EA F11IPt0Y f I TI EaMvr E.L OISfcASE-t+'CIIJCY LIMIT 5 OFBDRIP iM�! OpOpERAA'i1pN6/LOctiTlONBfVRMICLEBIACOQ+131Q1,Ag4Na1M1RhmU8o1M4uta,my boallsegrtlIl man►pave a d1 Sui�ld9�+lg Ll.aoslan #C>ECA257721 4�1 t:OAYXACCO>C XicOhv a #L•8C14 57 231 TIFICA, E ER I-ANCELLATION MIAMISH SHOULD ANY OP THE ADM DSSCRMPD pLImoms BE 4utC+10D BEFORE THE EYAWA M DATE rHt OFI NOTICE VrIL L BE DRLrygRl;p 1N 1000 Sher&S AvoijU AcccitDANGB wrm THE PoucY PRovmms, 9t1�150 N E 2nd Avot'ttts ' M1aml Snores,Fi.33139 avTeDaWm ATn:a ACORD 28(3A1uO1) •1'he ACOR•D nAme.and logo aM f4i1111WMd leark0 s of ACO DRt71 CQ RAI ION_ All ii"Ong t s ' SHEET 2 OF 2 AOO- NOT SUBDIVIDED } P. m. �`� 6.20 lo3.D0'(R) 161.02' "d 5.24 e 7 - _ �, - �5�•�_ 4.00' SONG. OECE4•; 3 C. WA $.S L! C a _ 6.57 5.55 5.1 ' v n •• rg X50 3 34.0 s 4'[0;f 'I_o 0. POOL aao,6.0N ••COPdC:6'07 a " 1.20' w 3 Ap CL 0001 40.00 5.67 n rm i 0.20 •.•.• POOL m. A C y1 `! 5 4'PLASTIC •• ••..:• : £QUIP. - 4 D 0 E1/EV.=PG .14i •.•• • 6.58 PL j i 5.45 a� .2a to�CAS C ; WER �" 4' 77' 1 1 rg CLELEV.pa c •.• • 049 ••.•i. 23.20 a6. -6.37 I! .rn? 6.00 @ 20.50' 17 Q VUR �� ••• • SI'. • • �. 2.2• 4v{•'"' ft V a OD .••••. REC _ (A 6.36 3.6` 22 t •• v •r • • • Q 1 { m ' X103g r 07 • • • v 0.'6 6.02 • a • •• •.•.• APR 2 2 2015 � �, _' o w • m' h o nt2 �� ur'i •i�• i •� • •.••• � F"4� 6.28 648 :• •: ap N • • �p 66.� a. :'•18.60 ; �.• (. ry .F .• •••..• B1: _ _ p a' F.FL.KiEv 802PE^aRY `t�•.• • • C7 • • F.FL.ELEti°.�7, t ;' • • • � • • • •.•..• 24.15- 17.0'_/ 4.15' .••..• . • 17.0' 1 95. 12.0 : • !0100.45- 6.36 • • ••.•.• 5'C.BOS. 6:3-8/ l- 6.501 . 0'45' • ••• • • !$ • • • .WALL f N �4t 6.28 NAIL 7 j I 22.00. a o 1.00 "tfyicG 58-/ ASPH. DRIVEWAY I N6t10 +� _.._ •ay4O. AD.4/ !: 23.5' t 18.0' m I.P. 4.� 5.20 FD. '6i.(}C7'(F.°,/,�',) 14.5' SIDEWALK DRILL HOLE NAIL U.P.07-- P.R.M. 14 ANCHOR c 2' CUR$/GU7PWAY v 9 ASPH. iii ASPH. 24.0' PAV. � /J PAV. l � / 18.0'ASPH.PAV. _.,.._»�._-.. ..,. .a.. 6.11 _......... .... NE- .�S.i.�S36 _...d.STFEET• .�. 6.25 100' TOTAL R/WW N01M A C.S.S. WALL ENC. UP TO �+6i i E 3.7'INTO A 5' U.E. I��1 OA C�JC. DECK ENC. UP TO / AN0. t INTO A 5 U.E. ©AN iRA GATE ENC. M INTO A S'U.E. s-'liw-ni shores Tillage THOMAS J. KELLY , INC. A l P9('11 0 Tf DATE L.B # 6486 - SURVEYORS-MAPPERS-LAND PLANNERS 8125 StV 120 STREET FINECREST. FLORIDA 33156 q 7�lel l Q l l i t� I f 1/0 l 9 (786) 242-7692 DADE (954) 779-•3288 8R1V} -- - -i; _ {788) 242-64.94 DADE FAX (954)779-3260 BRWD FAX DATE(FIELD WORK SCALE SURVEY NO. 1"=,W 14-0391 ij iJI :I ANCF WITH Al L FEDERAL iii ",'!!� � �. 'ICY!?lil !=SMJDRfC;UTAlIC)NS STRRUCTURAL NOTES GENERAL ENGINEERING AND CONSTRUCTION DESIGN, CONSTRUCTION. AND CONSTRUCTION MATERIALS SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE(FBC),2007 EDITION AND LATEST SUPPLEMENT. GENERAL: CONSTRUCTION METHODS,PROCEDURES,AND SEQUENCES ARE THE RESPONSMILITY OF THE CONTRACTOR THE CONTRACTOR SHALL TAKE THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY AND SERVICEABILITY OF THE CONSTRUCTION AT ALL TIMES. T.O.SLAB ELEV.=+0140" ENGINEER'S STATEMENT OF COMPLIANCE: NGVD ELEV.=+8.2' ( + TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS PRESENTED 's•• " HEREIN COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES,STANDARDS, • 4* T.O.SLAB ELEV._-0'-4" • _ AND PRACTICES. •••••i •:&:. �-^�o a NGVD ELEV._+7.88' ° REINFORCED CONCRETE •••• • CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF"ACI 301",LATEST EDITION,"SPECIFICATIONS FOR • a STRUCTURAL CONCRETE FOR BUILDINGS,"EXCEPT AS MODIFIED BY THE •• U . SUPPLEMENTAL REQUIREMENTS SPECIFIED. PORTLAND CEMENT SHALL BE TYPE "I",CONFORMING TO ASTM •••• • • • • C-150. NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL NOT BE LARGER THEN 3/4 INCHES. IXISTI CONSLAB •• •• ' •• �s REINFORCING STEEL SHALL BE GRADE 60. CONCRETE S SLAB •••••• •• • •c!ZJ•��. TO REMAIN •••••• • •• m CONCRETE PROTECTION FOR REINFORCEMENT: i THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: w••i•• • • "i j� . 8" e • : ® • s �/. 8" N •i•••• • ITEM MINIMUM COVER.IN. NEWsee I // % / • • i s ,. _ a CONCRETE CAST AGAINST AND PERMANENTLY TERRACE / / •so • • EXPOSED TO EARTH............................................................................ 3 Ias • • • b) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH#11 BARS........................................................................ 2 I II #5 BARS AND SMALLER...................................................... ...... lYx c) CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 4"C ONCRETE SLAB OVER e SLABS,WALL,JOINTS(#11 OR SMALLERJ.................................... a MIL 98%VISCOM C CLEAN. SPLICES IN REINFORCEMENT, FINE,4FIL COMPACTED SAND FILL. REINFORCE WITH 14 WELDED IN SLABS SPLICES IN REINFORCEMENT AT POINTS OF MAXIMUM STRESS SHALL BE AVOIDED P WIRE FABRIC. WHEREVER POSSIBLE. SUCH SPLICES WHERE USED SHALL BE WELDED,LAPPED OR OTHERWISE ���i,iSeeeee raa0ls FULLY DEVELOPED,BUT,IN ANY SUCH CASE SHALL TRANSFER THE ENTIRE STRESS FROM BAR TO BAR WITHOUT EXCEEDING THE ALLOWABLE BOND AND SHEAR STRESSES. THE MINIMUM OVERLAP FORA _ ,� _ _ _ _ y�4 A, ! O LAPPED SPLICE SHALL BE 24 BAR DIAMETERS,BUT NOT LESS THAN 12 INCHES. THE CLEAR DISTANCE BETWEEN e, S BARS SHALL ALSO APPLY TO THE CLEAR DISTANCE FROM A CONTACT SPLICE AND ADJACENT SPLICES OR BARS. .. 4 NEWe 7 FORMS TERRACE •• .a I REMOVAL OF FORMS: FORMS SHALL BE REMOVED IN SUCH MANNER AS NOT TO IMPAIR THE SAFETY AND SERVICEABILITY OF THE STRUCTURE. FORMS AND SUPPORTS SHOULD REMAIN IN PLACE UNDER ORDINARY i CONDITIONS UNTIL THE CONCRETE HAS HARDENED SUFFICIENTLY SO AS NOT TO SUFFER DAMAGE,BUT NEVER LESS THAN THE FOLLOWING TIME WITHOUT PERMISSION FROM THE ENGINEER '►— �`±,�iC��'<.�i�OR� �a� to 1) WALLS,COLUMNS,SIDES OF BEAMS AND GIRDERS..............24 HOURS. 99i 4SS°��y ! _ 2) BOTTOM FORMS FOR SLABS,BEAMS,AND GIRDERS.............14 DAYS,BUT �'a NEVER LESS THAN 80%T'c Jj8lelaea8l i1 SOIL TREATMENT 4'_g„ 34'-0" W TERbIIITE TREATMENT:TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE SHALL BE PERFORMED BEFORE 8 POURING OF SLAB. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED AS A PREVENTATIVE TREATMENT TO NEW 1 PLAN VIEW LAYOUT p� CONSTRUCTION. S1 SCALE:3/16"=V-D" NOTE: ` ALL EXISTING CONDITIONS TO BE FIELD r MEASURED AND VERIFIED. EOR TO BE J NOTIFIED OF ANY CHANGES OR J EXISTING MODIFICATIONS WHICH DIVERT FROM PLANS. W w EXISTING COL.BEYOND W EXISTING e RESIDENCE CONC.SLAB 1/2"PRE-FORMED IS EXPANSION JOINT WWF O O FILLER NEW 4" W r 0 CONCRETE SLAB -(x = Z ® I ------- I AREA OF WORK o' a ® n ® a0 a • I I EXIS/"�PfhtG,./i,/ °�. \�/a\//\\//\,�\\��\\/\//\\//\ \'\\ \//\\/'�\\J/\\/'�\\\ >�•—;'E• I` '�. �.� 8 np GRADE BEAM j %\\/%��s\%\\j\%\j\\\\% 1/\�j 1./N/\j\j�\ j GRADE ate KEY PLAN I / �/a//%//�/° VI r ----------J I SQUEEN .\\\/i\\j�\//\//\\//\\,>/,\�\\//\\�\\�\\%\\��\��` N.T.S. ; 1 NEW SLAB SECTION DTL COMPACTED FILL I I (TYPICAL) si I S1 N.T.S. gTfL--------------------J d