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RC-15-1257 e, 1; 711a j Y4 `Rb G 171 Ate = zy pl)d• Na.� 4 mjdz� f� �� go/. 0 Uit. l�� � `1�Z4--� cs .A"61�_Clml- e�i7 � �0 x..53 .coo OJ04 lgex� l+a � J H M , - r _��'_i ':�t'FF""'�� .. i� .� , �iyd�'• - -.ar,� a2"� ,. �t. ( •4•':. 01 .. -.. .. .til � x �r• u'�{. �'+.d'�1 3� YL�4.: �. t Certificate of Completion r� Miami Shores Village " iw I �w 10050 NE 2 Ave, Miami Shores FI, 33138 j Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in # " compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: ; Permit Type RESIDENTIAL CONSTRUCTION ' Bldg. Permit No. RC-5-15-1257 ' Owner BAY CONSTRUCTION&DEVELOPMENT LLC Contractor NICNAR CONSTRUCTION LLC r='� Subdivision/Pro ect NONE Subdivision/Project Date Issued August 11,2016 Occupancy ° Construction Type VI Load N/A Square Footage 2435 Occupancy R-3 Type Description of Work Applicable Code 2014 FLORIDA BUILDING CODE INTERIOR RENOVATION Location Flood Zone NA F.F.E NA 1460 NE 101 ST i Miami Shores FL 33138 • fti L s� Building Officials Approval Ismael Naranjo, CB Not Transferable g - ��ORID� POST IN A CONSPICUOUS PLACE ,_:.�cL !a -� '4�.5y'R ij$.:.� ,�p�+"$�,�:,_�,a.,,�-�7t-t�;�,.��sK ra.�-ay.�,c.••�;��.:P .��'Fait;5, t ,_-,t`;:: _ .-�, _ !! �� "� "[, IJA►�' _ !!a ��`y '�i'PY d+:a::�i��.. � -i �',' r-'+• r -.,+..c. g� � ... d'�, t;: t Y>+ - �»" ,f fy}'' �v :£•. ;pR -k �-v 1 dam, %c+ `F.;�• Y �'4�s,"q�. r�.+A 3 e�' _.�,ry. .1. t�' ,`�:._ b"�''843. 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X61 'y: t''"z�Y'� "I! o 7�•'9t%Wv;� �' 9f `�PN4T-J�� y .�r s ��. p ��,• A K ,fi ,. t+, f .. :.. ,, ,r. ,, � �^ �• r. 0 4 •Atm'4,�t{p INSPECTION RECORD ° T F f p$ RC-�5-15-1257 mami shy vzuag ��� Perr►lt 7 R enti Cpns4>rrcr tion 10M ME 2nd Avenwe � �}*,or � Mini Shores,FL 3$136-0ooq f+?f ork Clas$ftl+;atiorX Ait@[�ti<1n Phone: f3M7852204 Fac fWS)766-497 f N �• ' I Dates aply/2Q15 Expires:04/02/! fl'1 INSP G7IDN REQDESTs: (305)762-4849 or`Log ora at https:llbidg.miamishoresv9iagexotWcap a REQUESTS ARE ACOOTED DURINO 8:30AM-3:30PM FOR THE FGd..LartWlNo E�USINLSS DAY. Requests uxtfae received by 3 pm for fairing day im01 muons. Residential°Con struction Pay #:°f 132Q5a2t050 irner's Name: " "` t�wner's Phone: ,ebb Address: y Tow Square Feet• �43a fl4 !�fit> ..E _ To1.�oii IiYStion 0Ci` - Bond Numl*r. 286! - ,N Illi©�2K i A LOWED MoNDAY THR04f2 N`SATURDAY :3"=6:"pM.NO'WORK IS ALLOWEDON b'A t0 Piaane Pr irrta Cor itraGtor SUN#AY OR:HOLIDAY& ,�. I IILOING WSPECT'IQNS ARE DONE MONDAY THROUGH THURSDAY.'Rot3PING INSPEG�IbNS ARL -r DONE MONDAY THl OVGH FRIDAY. .O SU1L[XWG 4INSPECTIONS DONE ON FRIDAY. r m„ 41, y-, z . K r r e r !,NO IMFECTION WILL BE'MADE! NLES$QPM PEft`l4#iT C RD IS DiSP AYE0 AND HA$BEEN APPROVED. SIS A'RE RR DLY AiiA� E. IT 9S TH PERMIT'APAP CANT'S REWONSISIL11 Y TO ENSU THAT,' kS ACOLSShELE A0:",POSED FUR INSPECTION�?'tJf2P0vES. IT R THl"BUiLL?iNG t?FFiCIAL NOR THE COY BALL LIABLE FOR EXPENSE ENTILt±O IN THEREAL OR REPLOEMr=i7( i4NY NbATER1AL REOU RED TO ALLOI�I INSPECTM. Vol WARNING TO OWNER. YOUR FAILURE TO RECORD A ` NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ,IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ,.AND POSTED ON THE JOE SITE ,BEFORE THE FIRST INSPECTION. JF, YOU INTEND TO OBTAIN, 1=INANCINO, , CONSULT 'WITH YOUR LENDER OR AN IAT'TORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENTS STRUCTURES INTERNATIONAL, INC. Consulting Structural Engineers STATEMENT OF INSPECTION June 28,2016 Miami Shores Village Building Department 10050 ME 2nd Avenue Miami Shores,FL 33138 Reference: 1460 NE 101 Street Miami Shores,FL 33138 Permit Number: 15-1257 Attn: Building Department, I Monzer I. Faramawi, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgement, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as-built condition of the structural and envelop component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application of Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. a�aeaaaeosA� e � I f=AR5 Si�bh}itgP ® �Y, Struc s ate ioii4l,Inc. _. Y- a e ` Mnzer ar aw '1%D,P.E. :-Mafia 9" ini al ; 01 FL';SI A 0-* 15-070 7501 Wiles Road,Suite 106-B,Coral Springs,FL 33067 CA#9446 Phone:(954)227-1512 Fax:(954)227-6633 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATETESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date October 14'*,20I5 Order Number 15-353 Client Southerland Construction Address 15830 SW 105" Avenue,Miami, Florida 33157 Project "SFR" Address 1460 NE 10 Is' Street,Miami Shores,Florida Sample Location Stock pile at the job site Soil Description Sub ade: Sand with Coral Rock Mix Samled b Malick Reported to TEST RESULTS Laborato Number: 15-353 1 Sample Number. 01 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 lb.Hammer and 18"drop A-ASHTO designation T-180-C. %MS isture Dry Density 5 6 7 Dry Denft vs Moisture 10 11 112.5 7.5 111,6 AAA 118.2III 114.4 Optimum Moisture 8.2 100%Max.Dry Density 118.2 98%Dry Density 115.8 95%Dry Density 112.3 N Gradation test passing 3/4"Sieve 84.90% Z W Sampled By Malick 0 Tested By SS Checked By SS Typed By we % MOISTURE Respec brnitied by, Gi avarre?e, P.E. #51371 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering&testing Consultants Inc.is not to be held responsible. _ As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 Field Density Test of Compacted Soils ASTM D-5195 Client: Southerland Construction Order# 15-353 Address: 15830 SW 105 Avenue,Miami,Florida 33157 Date: 10-14-15 Pro'ect: "SFR" Gauge# 23599 Address: 1460 NE 1Ols` Street, Miami Shores,Florida Phone No: Attention: Lab ID# Location 15-1948 Footer inside the Garage East to West, East Area 15-1949 Footer inside the Garage East to West, Center Area 15-1950 Footer inside the Garage East to West, West Area Description of Material Sand with Coral Rock Mix Back Fill Sub jzrade x Base rock Sam led B I Tested B : Laboratory Identification Number 712" 948 15-1949 15-1950 Test Number 2 3 Depth in Inches 12" 12" Field Density LB/Cu Ft. (Dry Density) .9 116.7 116.2 Moisture Contents 8.1 8.9 7.1 Maximum Density In the Field(%) 98.1 98.7 98.3 Compaction Requirement by Specs %of 98% 98% 98% Maximum Density 100%Maximum Density(Lab) 118.2 118.2 118.2 Proctor T-180AASHTO. thod C 15-353 15-353 15-353 F m Moisture(%) 8.2ed By Malick d By SSBy we Respectful) bmitted by, K /0. 5 2015 Gil avarrete,P.E. #51371 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property(area)tested be found different from those encountered otested locations reported on our Density Test All State Engineerin &testing Consultants,Inc.is not to be held res onsibI . As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential propclients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. V1 % ALLSTATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES EPtGiNEERlNG 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date October 14'h,2015 1 Order Number 15-353 Client Southerland Construction Address 15830 SW I05i Avenue,Miami,Florida 33157 Project "SFR" Address 1460 NE 101St Street,Miami Shores,Florida Sample Location Stock pile at the job site Soil Description Subgrade: Sand with Coral Rock Mix Sampled by Malick I Re orted to TEST RESULTS Lahoratorl, Numher• 15-353 Sample Number: 01 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 Ib.Hammer and 18"drop A-ASHTO designation T-180-C. %Moisture Dry Density 5 Dry Densis vs Moisture S• 112.5 6 7 10 11 7.5 117.6 8.2 118.2 177 114.4 Optimum Moisture 8.2 100%Max,Dry Density 118.2 98%Dry Density 115.8 95%Dry Density 112.3 N Gradation test passing 314"Sieve 84.90% Z W Sampled By Malick Tested By SS Checked By SS Typed By we % MOISTURE Respect omitted by. A OCT 1 5 2015 Gil avarret , P.E. #51371 ALL STATE ENGINEERING& TESTING CONSULTANTS, NC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reporttd on our Density Test, All State Engineering&testing Consultants Inc is not to be held responsible As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. To, t ALL STATE STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 Field Density Test of Compacted Soils ASTM D-5195 Client: Southerland Construction Order# 15-353 Address: 15830 SW 105 Avenue,Miami,Florida 33157 Date: 10-14-15 Pro'ect: "SFR" Gauge# 23599 Address: 1460 NE 101st Street,Miami Shores,Florida Phone No: Attention: Lab ID# Location 15-1948 Footer inside the Garage East to West, East Area 15-1949 Footer inside the Garage East to West, Center Area 15-1950 Footer inside the Garage East to West, West Area Descriptio o Material Sand with Coral Rock Mix Back Fill Sub grade x Base rock Sampled B : Tested B Laboratory Identification Number 15-1948 15-1949 15-1950 Test Number 1 2 3 Depth in Inches 12" 12" 12" Field Density LB/Cu Ft. (Dry Density) 115.9 116.7 116.2 Moisture Contents 8.1 8.9 7.1 Maximum Density In the Field(%) 98.1 98.7 98.3 Compaction Requirement by Specs%of 98% 98% 98% Maximum Density 100%Maximum Density (Lab) 118.2 118.2 118.2 Proctor T-180 AASHTO Method C 1 15-353 15-353 1 15-353 Optimum Moisture(%) 8.2 Reported By Malick Checked By SS Typed By we Respectmittecd by, _ OCT 1 5 2015 Gilberto Gavarrete,P.E. #513/71 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test,All State Engineering&testing Consultants Inc is not to be held responsible. As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. a � ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date October 27th,2015 1 Order Number 15-353 Client Southerland Construction Address 15830 SW 105" Avenue,Miami,Florida 33157 Project "SFR" Address 1460 NE 101 st Street,Miami Shores,Florida Sample Location Stock pile at the job site Soil Description Subgrade: Sand with Some Coral Rock Mix Sam led b Malick Re orted to TEST RESULTS Laboratory Number. 15-354 Sample Number: 02 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 Ib.Hammer and 18"drop A-ASHTO designation T-180-C. %Moisture Dry Density p nsvs 1k%4ure 9.9 100.3 5 6 7 8 9 —iI 14 15 16 17 12.9 103.1 104,3 ON 16- 103.3 Optimum Moisture 14.3 100%Max,Dry Density 104.3 98%Dry Density 102.2 95%Dry Density 99 Gradation test passing 314"Sieve 98.50% Z W 21 Sampled By Malick Tested By SS ENEENM�J 0.0 Checked By SS Typed By We % MOISTURE Respect mitted by, t.6 _ V 0 2 2090 Gilb avarrete,P.E. #51371 ALL STATE ENGINEERING& TESTING CONSULTANTS, INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering&testing Consultants Inc is not to be held responsible As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. c l C ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALLSTATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 Field Density Test of Compacted Soils ASTM 1D-5195 Client: Southerland Construction Order# 15-353 Address: 15830 SW 105" Avenue,Miami,Florida 33157 Date: 10-27-15 Project: "SFR" Gauze# 23 599 Address: 1460 NE 1015"Street,Miami Shores,Florida Phone No: Attention: Lab ID# Location 15-1951 Inside of Garage South Side Slab on Grade NE Area 15-1952 Inside of Garage South Side Slab on Grade Center Area 15-1953 Inside of Garage South Side Slab on Grade SW Area Descriptio of Material Sand with Some Coral Rock Mix Back Fill Sub rade x Base rock Sampled B : Tested B Laboratory Identification Number 15-1951 15-1952 15-1953 Test Number 4 5 6 Depth in Inches 12" 12" 12" Field Density LB/Cu Ft. (Dry Density) 102.9 103.2 102.7 Moisture Contents 10.2 10.8 10.5 Maximum Density In the Field(%) 98.7 99.0 98.5 Compaction Requirement by Specs %of 98% 98% 98% Maximum Densi 100%Maximum Density (Lab) 104.3 104.3 104.3 Proctor T-180 AASHTO Method C 1 15-354 1 15-354 15-354 Optimum Moisture(%) U14.3Reported By Checked By Typed By Respectfull sDbmitted by, _ x022015 Gil Vavarrete, PX. #51371 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locatians reported on our Density Test All State Engineering&testing Consultants Inc is not to be held responsible As a mutual protection to client,the public and ourselves,aI1 reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. termite doctor 7351 NW 7te STREET UNIT V NIIANII,FLORIDA 33126 305-442-9988 305-442-0594 FAX FL State Lic.#JF161788 Certificate of Compliance for Termite Protection (As required by Florida Building Code(FBC) 1816.1.7) Treatment Date: 10/27/2015 Lot/Block# Address: 1460 NE 101 STREET NIIANII SHORES,FL 33138 Requested by: Gemma Construction Compaction done by: Chemical used: Demon Max Percent Concentration: 1.0% Rate As Per Label Area treated (square feet) 250 SO FEET Linear feet treated: EPA Reg.No. 100-1218 GUARANTEE: One free year of guarantee for treatment only will be done if subterranean termites are verified N.B.If there is any modification to the structure or flooding of any kind,the guarantee is void. If pretreatment is done for additions only,only the treated areas will fall under this guarantee. This guarantee does not cover damages caused by water or termite damages to structure or contents. At the end of this initial free year the Customer may purchased annual renewals at the rate of$50.00 for one thousand square feet or less providing each is received within 30 days prior to the a date. Treatment is in accordance with rul and laws established by the Florida D'epa ent of Agricu a C mer ervic Appli Custo s Signature: Date: 10/27/2015 4, June 01, 2016 residential+retail architecture Miami Shores Village Building Department 10050 NE 21 Ave Miami Shores, Florida 33138 Re: Permit No. RCI 5-1257 Proposed Renovations at: 1460 N E 101 ST Street Miami Shores, FI. To whom it may concern, This letter is to confirm our approval for the R-30 blown-in insulation installed and certified on 05/21/16 by subcontrator"A Kool Saver, Inc." Feel free to contact me if you should have any questions. Cordially, Date: 06-01-16 Jose Ruben 4imenez, R.A. AR94 03 T: 305.582.2836 300 Oakwood Lane Suite 100 Hollywood, FI. 33020 e: info@r-mmethod.net Page t June 01, 2016 residential+retail architecture Miami Shores Village Building Department 10050 NE 2"d Ave Miami Shores, Florida 33138 Re: Permit No. RC15-1257 Proposed Renovations at: 1460 N E 101 ST Street Miami Shores, FI. To whom it may concern, This letter is to confirm our approval for the R-30 blown-in insulation installed and certified on 05/21/16 by subcontrator"A Kool Saver, Inc." Feel free to contact me if you should have any questions. Cordially, Date: 06-01-16 Jose Ruben 4imenez, R.A. AR94 03 T: 305.582.2836 300 Oakwood Lane Suite 100 Hollywood, FI. 33020 e: info@r-method.net Page 1 Knauf Jet Stream'9 73.3 Blowing Insulation kinfiNsiumm Egtdpm mt Re*drW To adlieve laded R value,tits product must be appal with a pneumatic WvAV machine aril a eomtgated hose Beft and Blankets with a minimum.25"internal comt anon,a minirrium of 150 ft and a diameter of at least T.Coils In the hose Whenkstailed in accordance with the manufacbzWs should not be less than Mr in d miler.Acceptable material feed rate is 5-35 lbsJn&A.Recommended feed rate recommendations,Knell balls arnl blankets will is 15-25 Wininute. provkie Bre fou It-true Thermal Performance(AMC Applicaon) The slated thermal resistance(R-valga)Is provided by halliltg m accordance with the manAlclurefs instructions, the required number of bags per 1,WO sq.tt.of not area,at not less;than the bbeW minimum thickness.Failure to To obtain an<w Installed Ireulation iristall both the mired number of begs and at least the minimum thidmess will molt in lower insulation R value. Insulation resistance sh ouhl not be (R-Vater)of IM tin: R-38HD 10.25° ' R-38 12.00" The number of baser Tim of To obtift an 1XO sF of not arae Cmrtats of tib bag WAkwinsulaft tamed Ureulabo n binushhum should pp4be shouldrmcaw should ooh be shoutnotbs should nal be 26• tR )� ftm gym: basun: bssthiL IaUM R-22 6.50" _ R-60_ _ 29.7_ 33.6 SF .952 lbs. 19.750° 19.750° R-21HD 5.50" R-49 23.5 42.5 SF .753 lbs. 16.375" 16.375" R-19 6.25"" R-44 20.9_ 47.8 SF .670 lbs._ 14.875" 14.875" R-15HD 3.50" R-38 - 17.8 56.2 SF .569 lbs. 13.000" 13.000° R-13 3.50" R-30 13.6 73.3 SF .437 lbs. 10.375' 10.375" R-11 3.50° R-8 2.50' _L R-26 _ 11.8 85.0 SF .377 lbs. 9.125" 9.125" ••R-18 in a 5.5•avily.Cwftms to ASTM c 665 and Federal 11'22 9.8 102.2 SF .313 Ibs. -- 7.750° 7.750" spealimbon R-19 8.4 119.3 SF .268 Ibs. 6.750° 6.750" FTB"adNshneftt R-13 5.7 175.3 SF .183 lbs. 4.750" 4.750" To compensate for framing members,the number of R-19 4.7 210.8 SF .152 lbs. - 4.000" 4.000"- bags per 1,00O sq.I.of am to be itrsuWW should be eev Wel W9W-Nmfrd 32 @s..Fln=m 31 Bos. as shown below. Coterage arm beffiVaf data were rrnured uskxj a Votu•S t b m m toad geffi wdh 13•seta a> .20 psi atr pr toe arm 150'of r how Bagel" Trds pmdw3aoift. to the pew rem o1AMM C 764.Type I,and Feral spaa8c�m6u.tatoa.Type Lam uR. Joh 16"O.C. 24"O.C. R-W=are debmaMIn sawrdanwwftt C6s7 end C5t6. -R•means msWwntohmditaThe hWwthe R-vahw,fie Wealar fie bsul&@ pormTosettiemeow R-vaWhisessumDoft R-Value Dinenslens Framht8 Framhj hda5an be WSMWWopedy.tYou dotymuselt.set WouctormwdM ho=dft hMdmdorwtoonmwdhWop=kW 2x4 39.2 31.3 on7MdPag2t ft 2-year we�d mwa2� ls. twpeWwmM eIpmWorThhamountofsetftb atyinstg R 'Thweb%theWsWedadsettledMareetIec§twtyte sam R-60 2x6 30.8 31.1 VbWAWLFl b a re&tm badwak of Unisnt 2x8 30.5 30.8 2x4 24.8 24.9 Builders Insulation Statement R-49 2x6 24.4 24.7 Baft armdlor blankets have been inslalled in conformance with the above recommendations to provide a thermal 2x8 24.5 24.5 resistance Of...' GwA 2x4 21.5 21.7 p2n Ng- - R-Vat a Thickness R-44 2x6 21.2 21.5 2x6 20.9 21.2 Attic Area R- at � Inches 2x4 18.4 18.6 Sloped Ceilings R- at inches R-36 2x6 18.1 18A Walls R- at Inches 2x8 17.8 18.2 Floors 2x4 13.8 14.0 lover an unheated crawl space) R- at Indy R-30 2x6 13.5 13.8 Crawl Space Perimeter R- at Indies 2x8 13.3 13.6 2x4 11.9 12.0 Date installed 64-16-1-20 R-26 2x6 11.6 11.8 Blown Insulation has been InAalled in conformance with the above recommendations to nrovlde an 2x8 11.3 11.6 R-value of:R- 30 usiftg :X�!> beof this Insulation to cover 2x4 9.9 10.1 squarefeet qf of �� inches. R-22 2x6 9.7 9.9 2x8 9.4 9.7 2x4 8.5 8.6 con f R-19 2x6 8.2 8.4 2x8 7.9 8.2 c-Pm oar 2x4 5.6 5.8 R-13 2x6 5.4 5.6 Rom 8WMW to re) 2x8 5.1 5.4 2x4 4.6 4.7 COMM) d R-11 2x6 4.3 4.5 2x8 4.1 4.3 The coverap Idormadon on this attic card applies to the entire United Stag(inchWMg Wrinesf". wwwAnaufhmsulation.us Knauf lreuldon GmbH One ftuf Drive,Shelbytfrl>e,IN 46176 Tel:(800)M449 ext 8300 FAX:(317)398-3875 t s m 2007!(natxf irmstchatiorl GmbH. w, ,. Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-264371 Permit Number: RC-5-15-1257 Inspection Date: July 28,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: , Work Classification: Alteration Job Address: 1460 NE 101 Street Miami Shores, FL Phone Number (305)898-7882 Parcel Number 1132050240050 Project: <NONE> Contractor: NICNAR CONSTRUCTION LLC Phone: (954)696-4575 Building Department Comments INTERIOR RENOVATION Infractio Passed Comments INSPECTOR COMMENTS False 12-11-2015 Revision was approved, a change order was provided reflecting a job value increase of$3284.47 01/20/2016-STATE CONTRACTORS LICENSE HAS EXSITING AND THE ISS AE OF NE spePct�oF Comments omments Passed C90 ;7/ �H ° Failed El Correction ❑ Needed Re-Inspection ❑ Fee Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 28,2016 Page 1 of 1 JOB No. 15-270 LOCATION MAP HOUSE PICTURE DATE OF SURVEY: July. 13,2016 n R' REVISION DATE CERTIFY TO: BAY CONSTRUCTION AND DEVELOPMENT LLC VAZQUEZ AND ASSOCIATES -- OLD REPUBLIC NATIONAL TITLE INSURANCE rrc.ann si Co. MW aep 02016 Grope SITE ADDRESS: 1460 ME 101st ST, MIAMI SHORES, FL. 33138 FOLIO No.11-3205-024-0050 SKETCH OF BOUNDARY SURVEY SCALE: 1" =25' N.E. 101st ST 50 TOTAL ............................................... ................ :::::::::::::::::::.:...:::::..................::: ::::. ................ ::::::::::::::::::::::::::::: :: ::: . . ::::::: ..........y-::::::.......................................::::::....:. R W :::::. iv::.... :::::::::::::::::::::::::::::::::::::. :.:: :::::::.:_:::::::.. ::::.cn:::::::::. ........... ............ . ............... ::-::.:::::::::20 Asphalt Pavement:: :::::......:::::::::::::::::::::::o :; :::. .............. CD:. ::....::....::: ::::::::::::::::::::::::::::::::::::::.::::: :::::::;;:;;::: ::::::::: ::::::::::: .............. ............. ................ .. oe. .... .................... ................ CB 20.0. : : :::6' Asphalt P W::: ::..................:.:::::::::::. ........................... .......................... P/W ......................... ..... W F.I.P. F.I.P. 1/2'0 12,4 Conc. (no cap) Driveway N (no cap N: N to 7.5' °' R=2045.40' a 5.0' . 7.0' A=100.00' �. . a. °.7.0 6.0 A=2'48'04" <o U 3.4'. a, 11.06' w 10.89' a° 8.5'.`° N17.75' Q J 21.60' Ui in .Conc. No � 5.5 o D A/C PAD r Garage .� (3.5'x2.5' � ^ Elev.6.86 Elev. 6.59 OD at�r w 1 STY. C.B.S. 00 Id RESIDENCE Pump co o rn No. 1460 J (3'x3') o — N O p� Lo F.F. Elev.9.23 21.90' 0 0.1'cl n 00 0 LO OD O O O oo en Deck oo N olo k; m o 0 35.95' cn X, `n N 00 00 00 O m Ln Ln Deck /o W Cn N W 3 J m 00 v�! v! N W �.21.5•,�,- P 0 0 L �. 1' C.B.S. v v v C) Wall O y Tiled v v r M ivPool vvv Do yv� N N 12.631' 21.60 �Deck�v v v mai o V� �vvv v cn `. 0 0 �,, Planter w Wooden �+ (4'x4') Deck 0.3'cl 0.1'cl10 Lot 9, Blk 1 _ 26.0' o F.I.P. Edge of M D/H { � 2' Conc. Seawall 9 o D/H (no cap) E Cone iv Water R=2165.40.06' A=105.87' 0=2'48'04" B I S CAY N E BAY LEGAL DESCRIPTION: LOT 9, BLOCK 1,OF REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 86,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF 'BOUNDARY SURVEY AND ENCROACHMENTS AND OTHER POINTS OF INTEREST: THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED PROPERTY THERE ARE NO VISIBLE ENCROACHMENT OF THE SUBJECT PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE -THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE AE(SEE NOTE 1) "MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF -THERE IS A 5'D.M.E.ON THE SIDE OF THE SUBJECT PROPERTY FLORIDA' PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTED LAW, CHAPTER 472.027, OF THE FLORIDA STATUTES. AMERICAN SERVICES OF MIAMI, CORP. ° o ORDERED BY: Consulting Engineers . Planners . Surveyors VAZQUEZ AND ASSOCIATES 0 E 9370 S.W.72nd STREET,SUITE A-102 ' Ptno GERALDO VAZQUEZ,P.A. a _ SI I���ANy �IaR ATTORNEY AT MIAMI,FLORIDA 33173 ��T TE 10� NoY„A 1 801 Brickell Key Driveive , Suite 702 4 PHONE: (305)598-5101 FAX: (305)598-8627 F. Miami, Florida 33131 suRV LB 6683 ASOMIAMI.COM Telephone: 305-371-8084 DATE: . 2018 Faceimib: 305-371-4987 THIS IS PAGE 1 OF 2,NOT VALID WITHOUT ALL PAGES. SURVEY REPORT: 15-270 THIS IS PAGE 2 OF 2, NOT VALID WITHOUT ALL PAGES. THIS DRAWING IS THE PROPERTY OF AMERICAN SERVICES OF MIAMI,CORP.AND SHALL NOT BE USED OR REPRODUCED,IN WHOLE,OR IN PART,WITHOUT PERMISS13N OF AMERICAN SERVICES OF MIAMI,CORP. NOTHING HEREON SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER JOB SPECIFIC SURVEYOR NOTES: THE PROPERTY DESCRIBED ON THIS SURVEY DOES LIE WITHIN A SPECIAL HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY;THE PROPERTY LIES WITHIN A FLOOD ZONE OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-306L, WITH AN EFFECTIVE DATE OF SEPT. 11, 2016. FLOOD ELEVATION OF 10.00 FEET 02 LAND AREA OF SUBJECT PROPERTY: 12,352 SF 3� ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929, AS PER BROWARD COUNTY BENCH MARK No. , WITH AN ELEVATION OF ® BEARINGS SHOWN HEREON ARE BASED ON AN ASSUME MERIDIAN OF N.00°09'06"W., BEING THE RECORDED BEARING FOR THE CENTERLINE OF NW 13th AVE.,AS SHOWN ON PLAT BOOK 56 AT PAGE 86 THE PUBLIC RECORD OF BROWARD COUNTY FLORIDA. EmmommmI GENERAL SURVEYOR NOTES: THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE CLIENT. SURVEY IS BASED ON RECORDED INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY OUR OFFICE. UNLESS OTHERWISE NOTED,AN EXAMINATION OF THE ABSTRACT OF TITLE WAS NOT DONE BY THE SIGNING SURVEYOR TO DETERMINE WHICH INSTRUMENTS, IF ANY ARE AFFECTING THE SUBJECT PROPERTY. THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM IT WAS CERTIFIED. PURSUANT TO RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE THE EXPECTED USE OF LAND IS SUBURBAN,THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET.THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATIONS OF CLOSED GEOMETRIC FIGURES WAS FOUND TO EXCEED THIS REQUIREMENT. THERE ARE NO VISIBLE,ABOVE GROUND ENCROACHMENTS(a) BY THE IMPROVEMENTS OF THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR ALLEYS, OR(b) BY THE IMPROVEMENTS OF THE ADJOINING PROPERTIES,STREETS OR ALLEYS UPON THE SUBJECT PROPERTY OTHER THAN THOSE SHOWN ON THIS BOUNDARY SURVEY. THERE ARE NO VISIBLE EASEMENTS OR RIGHT-OF-WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OTHER THAN THOSE SHOWN ON THIS SURVEY. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE SHOWN GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT.IN SOME CASES GRAPHIC REPRESENTATION HAVE BEEN EXAGERATED TO MORE CLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS SHALL HAVE PREFERENCE OVER GRAPHIC LOCATION. THE ELEVATIONS (IF ANY)OF WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF Y10 FOOT FOR NATURAL GROUND SURFACES AND Yloo FOOT FOR HARDSCAPE SURFACES,INCLUDING PAVEMENT, CURBS, SIDEWALKS AND OTHER MANMADE STRUCTURES. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT WWW.FEMA.COM. IF YOU ARE READING THIS BOUNDARY SURVEY IN AN ELECTRONIC FORMAT,THE INFORMATION CONTAINED ON THIS DOCUMENT IS ONLY VALID IF THIS DOCUMENT IS ELECTRONICALLY SIGNED AS SPECIFIED IN CHAPTER 5J-17.062(3)OF THE FLORIDA ADMINISTRATIVE CODE. IF THIS DOCUMENT IS IN PAPER FORMAT, IT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE PROFESSIONAL LAND SURVEYOR AND MAPPER OF RECORD. ABREVIATION (IF ANY APPLIED) SURVEYOR'S LEGEND (IF ANY APPLIED) CURVE P/W = PARKWAY A%C. = AIR CONDITIONING UNIT P.O.B. = POINT OF BEGINNING BOUNDARY LINE ® CATCH BASIN 4SPHP.!_T ;.0 _ - L V L r B! BENCH MARK P.C. POINT OF CURVATURE1 STRUCTURE(BLDG.) O MANHOLE BIk/Corn.= BLOCK CORNER P.I. POINT OF INTERSECTION CALC.(C) = CALCULATED P _ PROPERTY LINE CONCRETE BLOCK WALL 0.E. OVERHEAD ELECT. CB = CATCH BASIN P.P. = POWER POLE CONCRETE BLOCK STRUCTUREP.R M.= PERMANENT REFERC'''' METAL FENCE AP POWER POLE CL = CLEAR MONUMENT CONC. = CONCRETE P.T. = POINT OF TANGENCI WOODEN FENCE -0- LIGHT POLE D.M.E. = DRAINAGE MAINT. EASEMENT RAD. = RADIAL 0 = DIAMETER REC. (R) = RECORDED CHAIN LINK FENCE � HANDICAP SPACE EASMT. = EASEMENT RES. _ RESIDENCE ® WOOD DECK/DOCK ELEV. = ELEVATION R/P'J = RIGHT OF WAY ENC. = ENCROACHMENT s,-_C. = SECTION ASPHALTED AREAS HANDICAP SPACE F.D/H = FOUND DRILL HOLE S.D/H = SET DRILL HOLE F.H. = FIRE HYDRANT S.N/D = SET NAIL AND D!s 0 CONCRETE EASEMENT LINE F.N/D = FOUND NAIL AND DISC S.I.P. = SET IRON PIPE F.I.P. = FOUND IRON PIPE S.R.B. = SET REBAR BRICKS OR PAVERS ►t WATER VALVE F.S. = FOUND SPIKE STY = STORY L.P. = LIGHT POLE SWK. = SIDEWALK ® ROOFED AREAS MEAS.(M) = MEASURED -I.O.P. = TOP OF BANK MH = MANHOLE U.E. = UTIL. EASEMENT WATER(EDGE OF WATERWAYS) M = MONUMENT W.P. = WOODEN POLE M. = MONUMENT LINE $ = SECTION LINE - NTS = NOT TO SCALE Miami Shores Village r-�.�clEIVED Building Department FE 1 9 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: r Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 3 p FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ORENEWAL F-IPLUMBING ❑ MECHANICAL [-]PUBLIC WORKS CHANGE OF [:] CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS � JOB ADDRESS: /6 0 �� /0 '� �' City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: /�,,,C�o�nst/rucction Type: Flood Zone: t� BFE: FFE: OWNER:Name(Fee Simple Titleholder): ®s�`r C,-� s �nV AJ ``� ) ho�# Address: '-Z-0 / '� gl'�-t It-- S • City: State: �— Zip: 3-3 Tenant/Lessee Name: Phone#: Email: `, c, ,y moi. CONTRACTOR:Company Name: (�-���- -c��S�Q��� ®� �- Phone#:14-6 l & 5 Address: 15151 W F/ City: F>M ex2p k = State: Zip: 3?>0 m-4. Qualifier Name: k40 t (&<--' l CD MM00 2_ Phone#.41 -- 062.E j S>7 State Certification or Registration#:�c}� 1 z.�v`-1• Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ ®® Square/Linear Footage of Work: Type of Work: EJAddition ELI/Alteration te ❑ New ❑ Repair/Replace ❑ Demolition fav Description of Work: *OC>P-- H'0� Ste- Specify color of color thru tile: Submittal Fee$ Permit Fee$ s� CCF$ CQ/CG$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ ' Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ U� (Revised02/24/2014) 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 commence en us be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bse ce o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur NI or AGENT C NTRACTOR The for goi strument was acknowledged before me this The foregoing instru ent was acknowledged before me this ay of � '� 20 r�j by !i da �i°�3 20/6 by �L40% - WWLAt+'4-"> who' �.n.11yto 2,0*2ey6i IYU1 ,whoipr ally known to me or who has produced as me or who has produced 7-41t— as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sig Print: Seal: Seal: % Notary Public State of Florida LeV Notary Public State of Florida eGr Joanna M FelicianoMichael Robert Jaar MyCommission FF 082753My Cormniss3ito2n EE 831947 p& Expires 0 111 212 018 **+ *0*9 i 0>1 * * * ******************* * **.. .. .******************** APPROVED BY �"/""I"' - Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 0 � OR ,AQI Miami shores Village NINE ono Building Department V zl� o 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 j� CHANGE OF CONTRACTOR / ARCHITECT Permit N. C /L ` f�� Owner's Name (Fee Simple Title Holder): y64Y 066IWOW 6' )�;(/ Phone#: Owner's Address: f a/S C 4jr/Ajt7_ — City: ev /,; /Lw State Zip Code: 3-�>/3 Job Address (Of where work is being done): City: Miami Shores State:—Florida Zip Code: Contractor's Company Name: �0'J`4"— ' �C4L'C Phone#: Address: ? �C7 N Uj 12 City: State: Zip Code: Qualifier's Name: J!ig ata elo 6-., 64-6 Lic. Number: C q G ®O; }O y Architect/ EMo er of Record Name: P0���i �� Phone#:JOS - Address: ®4111_VV00_-1) 14ANK-__ - /o0 City: "4­00 0 State: Zip Code: 0 Describe Work: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Bui ial and the Shores harmless of all legal i of m e Signature Signature Cowner ent Contra r or Ar The foregoing in m nt was aknowledged before me The foregoing instrument was aknow ged before me this 113 day of ,201b,by. O. ��^�'4- this 18 day of�, 2014 by Who is grsonal no to me or who has produced who is personally known to me or who has produced as indentification. as indentification. Notary Public: Notary Sign: Sign: :• ;^ L4NARES_ Seal: Seal: - EXPIRES Fatz vary 07,2017 ON o te of Florida (40>7396-0153 FryBavbo.eom t Jaar RREfl EE 83194716 on�s •••• n•••"" Miami shores V z-�TUB Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES ' B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS:1551 VV S-JDPt6'G ,e l 2 CITYPEM6/0L= P>4--STATE FL ZIP 33®2--c BUSINESS PHONE: (� ) 0645-75 FAX NUMBER( ) CELL PHONE +) 67& 14515 QUALIFIER'S NAME: qoets6o m bn® iZ QUALIFIER'S LIC NUMBER:—2 e ° 15 12-504 Ile STATE OF FLORIV1k DEPARTMENT Ot__,,USINESS AND PROFESSIONAL I.�)ULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MAYOR, HORACIO E ` NICNAR CONSTRUCTION LLC 11.0271-OLEANDER COURT PEMBROKE PINES FL 33026 Congratulationsl With this license you become one of the neatly-"-- -- -- . one million Floridians licensed by the Department of Business and - Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to berbeque restaurants, DEPARTMENT OF BUSINES&AND and they keep Florida's economy strong. .,.. ,.:...PROF -GULATIONt _ Every day we work to improve the way we do business in order to CG1-512-50-4- serve you better. For information►about our services,please log onto _ www.myfloridalicense.com. There you can find more information f gilt,F46 - about our divisions and theulations that impact you,subscribe µ - reg 4 to department newsletters and learn more about the Department's lgiG�I�Af initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! afire + t _ DETACH HERE — RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY ` _STATE OF FLORIDA _ DEPARTMENT OF BUPPI`ESS`'AND,PROFESSIONAL REGULATION . . - .w r:. Ct�NS'PRUCT 4NDIJSTRY LICEMSING iBO RD _. C1 4250+4 Nd#Selow I$- ERTIFIED � 4/.1.Fdo S 2f '�� V./o[J �a,'��➢ M-.m' "m �� � �.. -� a` '�a*��ero`"�' ,�*�q "",e '� 'k�y'N'a`+.. a � ® • i � � -wa'{' "*' "''� -., '"tea `"'"�, "„�� 'w� '� ��a"' �f. � a- ��°�� • • '�; 1'1WLM AV A N MC^l OMCPf 6V i A%Af c rr a 1 4 ne4 annne a 4 • ;�.��.�' hjv"�»''`�dt �G".43; �.L`tr �.m-etc s.s,.,.o.. �' "rf e�'1�.;�v-.�'i�.a+;��1ar'> a �,�li&=.'�i'��'.cx� ��`.a��'-wt�' .�a .'��i �r �R BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT n 4 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 3 40 DBA: Receipt#:GENER80-7AL CONTRACTOR (G ] NICNAR CONSTRUCTION LLC Business Type:CONTRACTOR) �V_ Business Name: t�- 1 Owner Name:HORACIO E MAYOR Business Opened:12/07 j2006 4 Business Location:10271 OLEANDER CT State/County/on Code: 1512504 PEMBROKE PINES Exemption Code: Business Phone:954-696-4575 Rooms seatsEmployees Machines Professionals 1 05 IEI € For Vending euslnes 3 Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid o� nn -----0.P9- -- - ---------B-.OQ-- ___ __ A4 �3 G41 ry.! ' N ts, THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS y i� This tax is levied for the privilege of doing business within Broward County and is THIS BECOMES A TAX RECEIPT ' j, non-regulatory in nature.You must meet all County and/or Municipality planning' I sferred when the business is sold, business name has changed or you have moved the WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be tran business location.This receipt does not indicate that the business is legal or that' it is in compliance with State or local laws and regulations. r` Mailing Address: Receipt #WWW-14-00128306 (' HORACIO E MAYOR Paid 09/07/2015 27.00 10271 OLEANDER CT k} PEMgROKE PINES, FL 33026 ---------- VOW =s , CHIEFFRL401CIAL STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DPASION OF VVORKERW COMPENSATION •.CERTIFIrAIM OF.ELECTION 7013E EXEMPT FROM FLORIDA COMPENSATION LAW*m CONSTRUCTION INDUSTRY EXENFTION This certifies that the hidividual Rated below has elected to be exempt from Florida Workers'Cart law. EFFECTIVE DATE: 211012015 EXPfRATION DATE: 219/2017 PERSON: MAYOR HOPACIO FEIN: 352280192 BUSINESS NAME AND ADDRESS: NICNAR CONSTRUCTION LLC 10271 OLEANDER CT PEMBROKE PINES FL 33026 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursurta,t to,Chapter 44QiP M).F.S.an oto or a corporation who erecta exampBor,tram ft car by vAV a cerocate of etactton unde'ttft sem, aay not recovert,erreft or cotoptmaeflon under#6 chapter.Pursuant to Chapter 440.05(13),F.S..CeWcattes of election to be exempt..appy" within the scope of the InaMess ortuaft lamed on the rice of ern to be exert.Ptsaumnt to Chapter 440.05(13).F.S.,Notkoss ofelection to be exult wW otetec5on to bs erg shah be to rev+xsUort any fume atm the li ng of the notice or true tssurat+ce of the oettiRtmte. the pamm named on the nafte or cer0cale no larger nmete the req&ermft of tft section for tssim ve of a certBTcate.7be deparbrm d shay revota a DFS-F24DWC-252 CERnF[rATE OF ELECTION TO BE EXEMPT REVISED 08.13 QUEST K*W(8"13-1W9 NICNAR CONSTRUCTION, LLC 1551 NEST SANDPIPER. CIRCLEy PEMBROKE PINES FL 33026 PHS 954.696.4575 FACSIMILE 954.431.57.79 CCC#1512504 Date: Z State of E County of M Before me this day personally appeared � � �0�- who being duly sworn, deposes and says: I .. II That he or she will be the only person working on the project located at: ' a dV ® Sworn to[or a ed)and subscribed before me this day of .20L by Personally known —� Or produced Identification Type of identification produced • ..,• MARC 5 LIWARES -•• M ION 0 EE872502 EXPI 8 February 07,2017 110 3tf8-0t53 Print,Type or Stamp Name of Notary Miami shores Village - �� Building Department LOR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner - Workers' Compensation Insurance Exemption �E Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. J Signature:_ Kai Owner State ofori County of ami-Dade The foregoing was acknowledge before me this day of ,201. . By CS L�vL_ '�o"�� � who i ;rsonally known to a or has produced as identification. No SEAL: Notary Public State of Florida Ey-)w Michael Robert Jaar My ConlnllNIon EE 831947 Expires 09/03/2016 ®SCA-D�Ir- 7 A(° L(q Miami Shores Village TiLTVPD Building Department SEP ® 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 :BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F,B�C' 20 BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / � CONTRACTOR DRAWINGS m JOB ADDRESS: f!� I6 $- S�. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO I� " Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Na (Fee Sim a Title older): Phone#: Address: 01 ImA �Z jlp� City: State: Zip: 3' �J?� Tenant/Lessee Name: Phone#: Email: ® & CONTRACTOR:Company Name: Phone#:. a Yvl ®•( 5,93< to , L �� -7Y6 ® 2 S (0 Address• _ City: M I A--4-1 f State: Zip: m t 2-6 Qualifier Name: I2 /1 e� C' Phone#: �& - 4 4 3 0063 State Certification or Registration#: !4� 'c �� 7 Certificate of Competency#: DESIGNER:Architect/Engineer: P C• ' I L Ptfone#: Address: ���• ' �� y city: Il State: �" Zip: ,�� w _ L- ' � �p �� Z ® 0 Value of Workor this e�mi#: Square/Linear Footage of Work: Type of Work: ❑';Atftlit`16n° .'❑ Alteration ❑ New ❑ Repair/Replace ,Demolition Description of Work: 1A/1 �J i'�'.-EArV(/.Q'f7 0 A , Specify color of color thru tile: Submittal Fee$ Permit Fee$ I CCF$ CO/CC$ (zp Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �yR) ' z TOTAL FEE NOW DUE$ �� 2— i . (Revised02/24/2014) G s 1 -2— I 2 Z 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 Signature OWNER or AGENT CONTRACTOR in r m n wa nowled ed before me this The foregoing instrume t wa ck d ed before me his The foregoin st u e t s g g g g day of 20 by 4!�7 day of 20 by` Q, ®Sc�� � ���-��S• who is personally known o is personally known to A y me or who has produced as me or who has Produced as identification and who did k ath identificatio di � R���� +p_ Notary Pubic Smte d Florida Michael Robert Jaar ,20 6 NOTARY PUBLIC: s �y Commission EE e31s47 NOTARY PUL Expiras08ro312018 ��oisse.ws� .com Sign. -%�i� �� Sign: Print: VL- Print: Seal: Seal: APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) +` 6 _ ew - Detail by Entity Name Florida Limited Liability Company_ BAY CONSTRUCTION & DEVELOPMENT LLC Fi ing Information Document Number L10000047858 FEI/EIN Number 980660230 Date Filed 05/04/2010 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 07/23/2010 Event Effective Date NONE Principal Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Mailing Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Registered Agent Name &Address Ortiz, Alex 354 Sevilla Avenue Coral Gables, FL 33134 Name Changed: 05/24/2013 Address Changed: 05/24/2013 Authorized Persons) Detail Name &Address Title Manager BREINDEMBACH', JOSE 4330 Lake Road Miami,FL 33137 Title Member, 99% of Membership Ownership/Units B&F CONSTRUCCION C.A. Centro Empresarial La Cascada Piso 4, Oficina 5 Carrizal Miranda, Venezuela VE Title Member, 1% Membership Ownership/Units Kohler, Yumary �--. 4330 Lake Road Miami, FL 33137 Annual Reports Report Year Filed Date 2013 02/16/2013 2014 04/19/2014 2015 03/26/2015 Document Images 03/26/2015 --ANNUAL REPORT View image in PDF format 04/19/2014 --ANNUAL REPORT View image in PDF format 05/24/2013 --AMENDED ANNUAL REPORT View image in PDF format 02/16/2013 --ANNUAL REPORT View image in PDF format 04/05/2012 --ANNUAL REPORT View image in PDF format 03/03/2011 --ANNUAL REPORT View image in PDF format 07/23/2010 -- LC Amendment View image in PDF format 05/04/2010 -- Florida Limited Liability View image in PDF format Copyright ;_c„, and Privacv Policies State of Florida, Department of State Construction Proposal This agreement is made by Amengual Electric Inc. (Contractor)and Bay Construction and Development (Owner)on the date written beside our signatures. Contractor Amengual Electric Inc. 3851 NW 12 Terrace Miami,Florida 33126 Work Phone Numb. 305-677-9556 Cell Phone Number:786-443-0853 Fax Number: 305-677-2294 Registration or Certificate Number.CGCO03704 Amengual Electric Inc.is incorporated in the state of Florida. Amengual Electric Inc.will be referred to as Contractor throughout this agreement. Owner Bay Construction and Development LLC 201 S Biscayne Blvd 2825 Miami,Florida 33131 Bay Construction and Development is operating as a limited liability company in the state of Florida Bay Construction and Development will be referred to as Owner throughout this agreement. The Construction Site 1460 NE 101 St Miami Shores,Florida 33138 L Project Description A. For a price identified below,Contractor agrees to complete for Owner the Work identified in this agreement as the Project. II. Contract Price A. In addition to any other charges specified in this agreement, Owner agrees to pay Contractor $$218,938.00 for completing the Work described as the Project. III. Scheduled Start of Construction A. Work under this agreement will begin within 5 calendar days after the following contingencies have been met 1. All appropriate building permits have been issued. i IV. Documents Incorporated EXHlBTTS:The following Exhibits are part of this agreement: i EX [BIT A: Statement of Work and Schedule of Values. Page 1 Signatures This agreement is entered into as of the date written blow. Bay Co n d Development,Owner (Si ature) (Date) (Printed Name) (Signature) (Date) ted Name) P ' Am ngual EWE&" nc,�;\C,outKactor Signature (Date) (Printed Name and Title) Page 2 EXHIBIT A: A SNtXww,1Ft 31313 W Building Cost COST CODE DESCRIPTION Estimate NOTES yt ".$ .'.,��ipS��y'� Scy`,Mj' 08-200 Interior Doors and Frames $ 5,100.00 Allowance for(17)new interior swing,bl-fold,and sliding doors per plan. Modern style,wood doors,with i; frosted jilass in-la at 300 per door 08-320 Garage Doors $ 1,910.00 Includes 1 Clo ay Model 4300 basic 16'wide by 7'tail NOA insulated steel door with motors - Includes new CGI Impact doors a windows,white names and low-E clear glass,a sizes an operation per n� 08-400 Glass Windows and Doors $ 34,371.00 schedule T Allowance for levers,locksets,and hinges at all interior doors at$100/leaf to be selected by owner and , 08-700 Hardware $ 1'700.00purchased by GC. r 09-200 Stucco/Plaster $ 16,000.00 Includes new 5/8"smooth stucco at all exterior walls new wire lath and stucco soffit with wood fascia ` Based on 25 ga framing for new partitions and 1x furring on exterior walls with type X 1/2"drywall at all i. 09-250 Framing and Drywall $ 26,000.00 new partitions,all existing walls and ceilings. Level 4 finish on all walls and ceilings throughout house Allowance for miscellaneous patchwork of walls and ceilings for added recessed lights and millwork installation 09-375 Counterto Manufactrured Slabworks 2,500.00 Supply and install White Chinese Quartz Countertop in Kitchen only 09-600 it on ' Installation and setting materials only of mudset 32"x32"throughout all rooms,common areas,kitchen and »»> Main Floor $ 16,812.00 bathroom floors @$5/SF. Backerboard,setting materials,finish materials,included. Tile materials supplied ��- Ebv owner. »»> Bathr000m Wall Tile $ 4,212 Installation and setting materials only of mudset 12"x24"white glass tie at shower walls only @$5/SF. Tile materials supplied by owner. 09-900 linterior Paint 6,500.00 includes supply and install of prime and int interior walls,ceilings,trim,and doors »»> Exterior Paint $ 3,000.00 includes supply and install of prime and paint exterior walls and soffits . 4 R x 11-450 Appliances 450.0 Installation of full appliance packare. A liances supplied by owner. gz , it_. , . .. Includes cap off of domestic water and installation of temporary water hose bibs at water meter for 15-400 Plumbing $ 9,225.00 duration of construction. Does not Include any work,Inspection,or repairs to the existing septic tank. Plumbing for Installation fo new plumbing fixtures,new water service from main to(muse,new sanitary tie 15-500 HVAC $ 5,OD0 00 Includes new figerglass ductwork per plan and new exhaust fans and vents in bathrooms. Items not shown on an but included in budget,new white A/C diffusers throughout u vo PC q f+VO-C- .Szd'2� t _ I E I I I Sreet EXHIBIT A: MW�°NE 'F Building Cost COST CODE DESCRIPTION Estimate NOTES temp power pole for duration of construction. New electrical Inc u es all new switches and outlets Decora 16-100 Electrical Work $ 11,500.00 style,Includes AFCI breakers where required by code,Includes installation of(9)surface mounted light fixtures,(4)ceiling fans,and(24)6"LED recessed lights 16-500 Lighting Fixtures $ 2,400 00 Allowance for(24)6"recessed LED lights,(9)surface mount fixtures,and(4)ceiling fans per electrical plan TOTAL 218,938.00 Proposal Mfi3VfiEJi4LREC7RW11r= Date: 9/10/2015 No.: 2015E1ec 91002 3851 NW 12 Terrace Job Name: Renovation Miami Shores Miami FL 33126 Address: 1460 NE 101 St 305-677-9556 EMail: Ref: G.C. Oscar Arballo Contacts: Oscar Arbago 786-443-0853 QTY DESCRIPTION NOTES Electrical.- 1 lectrical.1 Electrical work for Residence, (33)light points, (10)smoke detector, (7)circuits for Included blinds,(4)ceiling fan circuits, (6)exhaust fan outlets, (4) 3 way switches,(34) regular switches.switches Decora Model,piping,wiring,boxes,connectors,labor and installation. 1 Electrical city permits,schedule&attend required inspections. Permit fees NOT INCLUDED Uarhting. 1 Install fixtures and wiring all electrical lighting system, include boxes, piping,switches, Included wire,connectors,labor. in accordance National electrical code. 1 Electrical city permits,schedule&attend required inspections. Permit fees NOT INCLUDED Others.- 1 thers:1 All work are to be performed is inside the residence,in agree with the plans approved Included for the city of Miami Shores 2 $2 400.00 allowance for(24)recesses LED lights,(9)surface mount fixtures and(4) Owner. ceiling fans per electrical plan. Grand Total:$13,900.00 111 Deposit 40%down $5,560.00 2nd Payment 20%Upon installation and rough inspection approval $2,780.00 3rd Payment 20% Upon installation all receptacles,disconnects,lamps, lights ready to take a final inspection $2,780.00 Balance Payment 20% Upon final inspections(**)see exclusions $2,780.00 Exclusions: (*)Fixtures like fluorescent,exit,emergency lights,smoke detectors,ceiling fans,are not included in this proposal, only above described (**) Final Inspection depend the others trade works are done. CLIENT SIGNATURE DATE DATE - — �T Amengual ®ectric Inc. . S1460NE101 ST ��Z Miami Shores, FL33138 HVAC design-build 786-443-0853 Alisaez A/C 12973 SW 112 Sr 131 Estimate# 2015NCAC15 M lam i, FL 33186 Date 09/21/2015 Phone:305-677-9556 Email:alisaez@aol.com Fax:306-677-2294 Description Total Remodeling HVAC $5,000.00 AS PER PLANS Project#15-0301 Dated 04/22/15.Whitelocke& Williams,Consulting Engineers LLC. Includes new Ductwork as per plan and new exhaust fans and Vents in Bathrooms. Items not shown on plan but included in budget are New white Diffusers throughout. NOT INCLUDED $0.00 Any deviation from the plans above will create a difference and will void this estimate. Actual Permit Costs From Proper authorities. It does include standard 3/4"from unit to 2". Subtotal $5,000.00 Total $5,000.00 By signing t is document,the customer agrees to the services and conditions outlined in this document. engual ectric Inc. Date Page 1 of 1 r y Pao FIAT PLUMBING AND GENERAL CONTRACTOR, INC. 2727 SW 36 AVENUE MIAMI,FLORIDA 33133 PHONE: 305446-6366 FAX: 305-774-7033 Afiat(a,aol.com or afiat59(&gmail.com # 15-1003 9/24/2015 To: BAY CONSTRUCTION AND DEVELOPMENT 1460 NE 101 STREET NIIANII SHORES,FLORIDA 33138 Job: AMENGUAL ELECTRIC 1460 NE 101 STREET MIAMI SHORES,FLORIDA 33138 We,hereby,submit specification and estimates for the following: • BID PRICE INCLUDES THE FOLLOWING: Sanitary piping(PVC)/Water piping(CPVC) Fixture and equipment connection and installation. • FIXTURE (WHEREAPPLICABLE)TO BE AS FOLLOWS: TO BE SUPPLIED BY OWNER NOTES: • PRICE BASED ON BID PLANS • LEAD ROOF STACKS BY OTHERS • A/C CONDENSATE DRAINS BY OTHERS • FIRE COLLARS, WHERE APPLICABLE • FIRE STOPPING BY OTHER • t, We, hereby, propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of NINE THOUSAND TWO HUNDRED TWEENTY FIVE DOLLARS ($ 9,225.00) To be pay as follows: ist payment: $3,690.00 at underground 2nd payment: $3,690.00 at water pipes and tubs 3rd payment: $ 1,845.00 at final fixture installation All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standards practices.Any alteration or deviation from above specifications involving extra cost,will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes,accidents or delays beyond our control. This proposal is subject to acceptance within 30 days and is void thereafter at the option of the undersigned. If you should have any further questions,please feel free to contact me at(305)446-6366 Jorge A. Fiat #15-1003 President ACCEPTANCE OF PROPOSAL The above prices, specification and condition are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTE BY: DATE: .kq s 10/05/2015 11:00 3053889395 AMENGUAL ELECTRIC IN PAGE 02/02 R11tK SCOTT,GOVERNOR KEN LAVVUUN,'-_L.Kr_IAMT STAU OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC003704 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 / AMENGUAL, BERNARD AMENGUAL 38�1..NW 12TH•TERR. +.::. •. - MIAW .'i=L 331M6 • .. ... •. ...- •:, .. •.. ..yam• , MUM; 07/2418014 DISPLAY AS REQUIRED BY LAW SEG 0 L1407240001127 Local B68in•ess Tax Receipt , Miami-Dade County, Slate of Florida TIOS IS ROTA BILL—OO NOT PAYTI 654724 lS1t1ffi11469 NAMEfl:Ot.AW0N AEGEIP'T NO. EXPIRES. 3M1NNW i2 TEERR'FRiC INC RENEWAL 'SEP(EMBER 30, 2016 664724 Must be dkplayed in ofm of business iMAMI,FL 33126 PuTpw dirto County code Chapter-BA-A+L 9&40 OWN" SEG TYPE OF sttStNBSS PAYMENT RECEI460 AMENGUAL ELECTRIC INC 196 GENERAL 6UILQING BY TAX COI.I.EcTOR CONTRACTOR 45,00 08128/2015 we a(s) 10 0GC003704 0226-15-005544 the tsaaF�slaassTtoe Rsaefpr oey Mmaatollm Wad BosW=Tex_'Fhe.1wWpt is oat Messes. ParmiCoes etlhahslder's gmlirteativss,aids 6sQs,Netdar orostaph with aaggovsramspt9! oraQa9�!+Itm�les�alglorriswsaadtegllfie►potnswl�ielleRplrtathellesia�,' . The SPI Nu.ebnre Mukha displdyad vn sltemaewaCoda$or tea. ® Far mars Imnrmatiaa,vwt� erWA • .�.!-.• i *yt :int�''` y r : �pi1� •�rgawn'r,•�x ... cc .,�a•avk�}•"••"�'o34a- •,. .. .•roar,�xvy. �641 ,9T.I4j1f ..•.•.•� ....•tnw....,,iraT�P.aP'11.x. , 'tiPf91h11M!., 10/05/2015 10: 53 3053889395 AMENGUAL ELECTRIC IN PAGE 01/02 rEa�bta DI,V i I, IiUVERNOR KEN LAWSON, SECRETARY •�T�+�31'�tCa1F�llfa��lt@P1 ADUPA If1l4®f11�'Ra1FIEi11�1A 1�I�i7(C�41L JLAUTfG 1 lEIJM7MMXLCMTR=MMM tUIL fl= Tmhim GlE 'F r-AL�;y`UMITFFV . i x r .��T`�r'HT1'taSlf�ldT[}$tL��i�'1"�?l�'•''�g�'�,. . iPO0}�Al�[�7�1��L"IQf f�F�TE=lf.+�LI1L1�d�iL''� 11d�1��F� MERGI fOE y u ww....: m az ., ISSUED 08/28/2014 .....- DISPLAY AS REQUIRED BY LAW SEQ# L�aoa PSAM. naow%*= `>�I�flIS1�iLtElEfil�fik�Clrlt{R�, .•, '. r�L ' •:. . ..' �0011Xt1'M},i>=.L ''' tr�ieue�lli�ias►:ps$�'m�i�rt�a 4WlFJip?t ,s3FIC.''1'1MP6'�T7R�ii.t/I;fOd6SS ��1�6©'. . A UALF.IEl.IITRIG;,lti[C 7JG i6fl:Emi okL FaY'n7WOc t oR cr;`,�tVYrEl�1C.�iCIR. '.' . •� .' - ?!�:� Fp81'ZS1�U'F� �df®) pCD ;�mEJU7'3t35tT :�iiS•'I185Sit�3 Rif am 4oea1$o7isNdhn Gonnma, r liltd!s iltilmltistnr lhr pF��einam Heider nnst a tiitfmrrrypgevemmafmMl Id LAM hLAM ; .. I�.imn+lOf�iId1ea.Pdliem:—:`�- a"r.,uA1+Jni�!3llc . ."•i:':..�1,'.1'.4.,b,^�' L"r -V Cti r Ttgdes Q 9iffying Board fSkfSINES9-CER'f1FICA-re OF CC"PETENCY AMEfYGUAL� `~ BERNARD Is ccrflt�etl wrldef the praftformOf ShWMr 10 of ►Ofiaml-EEIa l.a 10/05/2015 11: 00 3053889395 AMENGUAL ELECTRIC IN PAGE 01/02 I, tiUVERNOR KEN LAWSON, SECRETARY ��1SI"t{SIF!C¢111R9r�"55�1[r�IC194tL�E.'Ca�lL�PTIGX7� ��IDRIiL�C ►1.Ir1p�Ita 9��T'`��ii�•RSI;S16Tf:FS�t��.rh1'7�J�f€3P-'�8g�. ;V=PintttrrMlft*:/X!1UGl B'► '20-,M '(MIND![f�7W�il!!1)'tt�T`I�E1f�LtL�C�G71 iL'�:iLL;LA��19JCv ►�a�.��r �l��a�c��,�ar�►.�;�' ��: . ,;,irdu�rr�, �l � MI Mwl.-T ISSUED: 08/28/2014 DISPLAYAS REQUIRED BY LAW �SEQ;'t L740e ` 6�Bi'11-���IC11R1�jlr �.CCi1�9r's':�Tr7G� '• 5�� ' -�SiA1�1S'#I�FTI�'BIIL�7Q1tAQF.fFF�WWY : :'.i�. ^,�y ' .ti ' � ��Y/`�7�/11U7WYL{aW . ll�'�11il��ll�ll4J• •• ••:� ;..' fREMb'► 'Mull ifi Pat � 6' MXlltI',,IFL iaai.i�ttus tHatlaVbdtgSethf '. �iutiu¢.b�rtoy�Z�tle ovvno�t �t�C,"r.M��*6,Fjt;ua�ss, �rv�© AdUAL>~uirIItRl llt+v 1JG PfiaoT#il �v"tzPxctpa�tsxoa C4Dl�TTTYYiC1�iCfk2. 10M. lMz �dfa) F'CU ;�(tJElU9.3g5tt �;Dft355ii41 YTTri�WfslfWlra6Anacn nGptW,T. odpfan9.paYmOMhi�A�aLoc#I iaMdi+auaense, . � keandrk �mm?JhPllaP�usinen:Hddnr mien YitirtfinerytggovemmertnYl. ' 'ppfy cm I ��81s¢h7}aGoadlitxare�esrsfaY �7�, Muu[ ifP.9nnrrrtt�Adfe�lliem. '•rl' ,�•� . . . iiorM MuQIffying seam iBkfSINESg-CERTlFlrATF-OF CfQ7rafPETeNCY AAM E; BE_ BERNARD Us vamrmd uhf theWftwo..Of Chapter 10 of •►Ofiernl-E7�1a ny�fiYllj�, . WHITELOCKE & WILLIAMS CONSULTING ENGINEERS Martin Whitelocke,P.E. Jermaine Williams,P.E. 06/29/15 Plan Reviewer City Miami Shores Village Building Department 10050 NE 2nd Ave., Miami Shores, Florida 33138 Re: Permit app RC15-1257 0000 . . 0000.. 0000.. • 0000.. 0000.. Please see the following responses to the comments pertinent to the plumbiijg ivd0000 •0 000. 0 000 electrical portions of this project: ••0000 0 0 0 0 0 • . • 0 0 0000. 00 99 00 • 0000.. 0000.. • ELECTRICAL 0 • • 0000.. 0090:0 • • • • .. . . 999 •0090. 1. Relocate electrical panel. 00 0 Response: Electrical panel to remain and stackable washer and dryer to be relocated per meeting with architect and owner. 2. Mechanical plan has the A. H. U. in the laundry room and not on the electrical plan. Response: A note has been added to the plans stating existing AHU is in attic. See revised sheet E-1. 3. Show all receptacle locations and circuit number to meet minimum spacing.All egress doors to have a switch controlled light fixture. Response: All receptacles in the areas of work are shown with their corresponding circuit numbers. See revised sheet E-2. 18446 OLD PRINCETON LANE,BOCA RATON,FLORIDA 33498•PHONE:561-703-0625/954-372-5041•FAX:360-851-8720/928-752-1484 9 WANDWCE.COM 4. All egress doors to have a switch controlled light fixture. Response:All egress doors in the areas of work have a switch controlled light fixture. See revised sheet E-1. 5. Recessed fixtures to be I. C.rated. Response: All egress doors in the areas of work have a switch controlled light fixture. See revised sheet E-1. 6. Show the circuits that are arc fault. Response: All arc fault circuits are now shown in the panel schedule. See revised sheet E-3. 7. Tamper proof receptacles. 0000 • 0000' • . . 0000.. Response: The requirement for tamper resistant receptacles is in tho electrical•• •• . •• 0000.. specifications on sheet E-0 (2.04 Wiring Devices). •••••• 0000 0000.. 0000 0000 ..... 8. Connect the grounding 0000.. 0. 0 • • . • • • 0000. electrode to building steel. •• •• .. 0000.. 0000.. . Response: 20' long copper wire to be buried and connected to tho building ;••••. •••••• . grounding electrode system per meeting with architect and owner.4ee revised •••.. sheet E-3. •• PLUMBING 1. FBC 107.1. As per Miami Dade Ordinance Chap 8-10 show the location of all applicable utilities.This shall include but not limited to sewer, sewer lateral, water meter,water service and any gas lines or tanks on the property. Response:See revised P-1 for location of septic tank and drainfield. See revised P-2 for location of 1"water meter and service.There is no gas on property. 2. FBCR P 2801.1.Provide type, size of water heater. Response:See revised note 6 on sheet P-2 describing the electric 50 gallon water heater. 18446 OLD PRINCETON LANE,BOCA RATON,FLORIDA 33498 9 PHONE:561-703-0625/954-372-5041•FAX:360.851-8720/928-752-1484.WANDWCE.COM 3. FBCE 401. Water heater equipment efficiency shall be in accordance with Chapter 4 , Florida Building Energy Code. Response:Water heater is existing to be relocated from attic space to garage. The water heater is not new. 4. FBCR P 2708.3. Shower control valves. Individual shower and combination tub/shower control valves shall be equipped with pressure balance, thermostatic mixing or combination pressure-balance/thermostatic-mixing valve types with a high stop limit in accordance with ASSE 1016 or CSA B125. The high stop limit shall be set to limit water temperature to 120 degrees F. In line thermostatic valves shall not be used for compliance with this section. Response:See note on revised P-3. 5. FBCR P 2703.5. Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer.A water hammer arrestor shall be installed where quick closing valves are used. Wate,•0• hammer arrestors shall be installed in accordance with manufacture'§•• •0000• 0 0••• specifications. Water hammer arrestors shall conform to ASSE I M. • *00 • 000000 • .0000. 0000.. Response:See note on revised P-2 as well as water hammer arrestor scbedule on • • 0000 0 0000.: sheet P-3. goose •0000• • 0000. 00.00. ..' ••;•• 0000 • go .0 8 000000 0800*8 8 6. FBCR P 2703.2. Maximum Flow and water consumption.As pDr Miami Dade•0 ordinance 8-31 plumbing fixtures shall meet the local water flow restrictions•••0 0.0••• adopted by Miami Dade water and sewer. (water closet 1.28gprtie,lavatory.1.5.0 �•0 0 0 gpm, shower heads 1.5 gpm, kitchen faucets 1.5gpm). •• Response:See note on revised P-3. 7. FBCR P 2703.1. Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and the pressures required in this code. Response:See calculations on revised P-3 for water service piping. If you have any further questions or comments regarding the above mentioned project, please do not hesitate to contact us. Thank you. 19446 OLD PRINCETON LANE.BOCA BATON.FLORIDA 33498 9 PHONE:561-703-0625/954372-5041•FAX:360-851-8720/928-752-1484•WANDWCE.COM ,M Sincerely, ........................................................ Martin Whitelocke,P.E. Principal 0000 0000' ..• 0000.. • .99 . • • •9 • 0000.. 0000.. 0000 .....9 4, • 0 .9.. 9099 0000. 0000.. • . .••:•0 00.90' 0000 0000.. go 0000.. to . 0 00000 00000• • 00 18446 OLD PRINCETON LANE,BOCA RATON,FLORIDA 33498 PHONE:561-703-0625/954-372-5041 FAX:360.851-8720/928-752-1484 WANDWCE.COM 4 STRUCTURES INTERNATIONAL, INC. Consulting Structural Engineers 0000 0.0 0000 0000.. August 11, 2015 •• • •• 000:60 000000 0 .00000 .000. • 000. Miami Shores Village Building Department 00000 • 0 . 10050 NE 2 Ave 000000 •••••• • • 0000. Miami Shores Village FL 33138 000600 0 0 . 0000 • . 000000 000000 0000.. 000000 0 ' • :..::o 0000:0 Reference: 1460 NE 101 Street Miami shores FL 33138 •• • • ••• :0•• 00 0 Permit Number: Dear Building Official: Please find below our response to comments generated on 7/30/15 COMMENTS V4. Based on the information provided on the plans the work area exceeds 50 percent of the aggregate area of the building. This project should be classified as a level 3 alteration and should comply with the requirements of section R405 of the Florida Building Code-Existing Buildings. The requirements from section R405 have been considered. See Plan Notes on sheet S-1. 6. According to the foundation note on sheet S-0 the soil bearing capacity should be verified by a subsurface investigation. Provide subsurface investigation and recommendations from a geo technical engineer. Geotechnical Engineer to provide. 7501 Wiles Road,Suite 106-13,Coral Springs,FL 33067 Phone:(954)227-1512 Fax:(954)227-6633 STRUCTURES INTERNATIONAL, INC. 1 11 Consulting 'V Structural Engineers 7. Top of footings should be a minimum of 8"below grade. ••• •••••. •••••• • To of footing has been specified. See Section 1 on sheet S-1. '•y••• •••'•' • •see0o • 000s • • ••• •• • • • • 0 •••• • goes* 0.000• 00 0 • e `` �•11 ,�J• • 000.00 S b ( 5�=. 1���(p�.Ybe Sture��sj0ntrnioT� C. • IVV. . -,1..31'. 0 •,0 J 900.0 e • • F1VI�p�ag���oip�l L �7 a,1 FL SI#20 , 7501 Wiles Road,Suite 106-B,Coral Springs,FL 33067 Phone:(954)227-1512 Fax:(954)227-6633