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RC-15-1784 (4) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-263971 Permit Number: RC-7-15-1784 Inspection Date:July 22,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: Work Classification: Alteration Job Address:1421 NE 102 Street Miami Shores, FL Phone Number (305)898-7882 Parcel Number 1132050240190 Project: <NONE> Contractor: NICNAR CONSTRUCTION LLC Phone: (954)696-4575 Bullding Department Comments INTERIOR REMODEL 2 BATHROOMS AND ADD 1 BATH. infractlo Passed Comments REPLACE WINDOWS AND DOORS. INSPECTOR COMMENTS False 11-24-15 According to the information provided on the plans and the job cost estimate provided this project does not constitutes a substantial improvement 01/20/2016 THE GENERAL CONTRACT EN11 AmV&mments Pftg BY THE STATE.) ME G ALLE,CtTRIC` ?� l , Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949 July 22,2016 Page 1 of 1 r SEC`-I- V f p - t A I f✓I�, ?r� .t T to f t �, :,r �, . 'tA $ i 1 r£ t x£ ��, '�^'- •^;+t�.z- 2 � � "�� t�t � r:1 i� "�_. a����� s� n {� r r' s' gR ,y��( z t Y�y �9 � • 4.} t 1001. v+ r WhA hF ✓� .�. + ,�P�1{17�,�•. S Y �.. � � #ry: rz- h .. v e s a r .z : �_�»'}� t}��,:�;�, .J�,tirV a +�` '"[2E.�f.�.ra,.'#''x,.• r+£ - �� f x � a s F�'" � !§§7��, •� T �:'.'. `.r„� -�c k`3��`S` i r F i ;Q t� �C 7�E3 i�"r •'�•+'t.� ? r aux. 1�,•..,.''t +���".�+@y. r�' r as` �- x" 7 r:i�' `��-``,. � >1��i���', f�ip� f.v �!K.- R+4, T+�:'t fm. +:•, �'' 1:��VA..'as',y�p >>ry;� � { i � � � ,T,���r�T�a�"�r,s�,.�`r?.�'�tY'r ti,� �,-.h� f s,... '" of +, P k n s ' ( i� k k s `i• .£ js 5 3 a;.. +s 4 G„�,^.fkK "`'�► b' 'a t c y y ,. � u? •. 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'' °:��� ,:'�.�+,- ,. ._,r'y!^... �� ._;a• �_. _x .ra' 4�'�„ l.. .,�. <* s%A,. f ,. };f ,k { ✓ �=;s} �J x i�)2 u;\ .�e7',.b,. �: ,r�. =� l�+r �� .x ,�� , ,X„f ,,w, .• ;. > :.�. ;+- �>� :'n � ^x' _,,.-`t v.� ✓,°.z, ,,,,,� .ta ��a �.r� {~<4� �-r 4'«, r .I ARCHITECT .Angela Bernal TUr c a Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, Florida 33138 Ref. Certificate of inspection for -1421 NE 102 st -Permit# RC-7-15-1734 -'Type of project: Residential Construction/Alteration -Inspection code: Roof Insulation I, Angela Bernal, a Florida registered Architect, AR# 95382, do hereby certify that I reviewed the certification submitted by the subcontractor "A Kool Saver Inc" and the installation of the R-30 Blown In Insulation as approved on the plans. Based on the field observations, It is my professional opinion that all work has been perfo ed and is installed in substantial compliance with the approved construction drawings. A GE AL FLO A REGISTERED ARCHITECT Angela Bernal ARCHITECT . t Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, Florida 33138 Ref. Certificate of inspection for -1421 NE 102 st -Permit# RC-7-15-1784 -Type of project: Residential Construction/Alteration -Inspection codes Roof Insulation I, Angela Bernal, a Florida registered Architect, AR# 95382, do hereby certify that I reviewed the paperwork and the installation of the Roof/ Blown In Insulation as approved on the plans. Based on the field observations, It is my professional opinion that all work has been pe ed d is installed in substantial compliance with the approved construction drawings. • GE AL FLOR REGISTERED ARCHITECT Knauf Jet Stream X3.3 Blowin9 Insulation kiVAI[INSUIATION To ewe labei F)�this d mist ba d with a bid and a Luse Bats and Blankets ,�,a�ihriturt: r�tiatien,a tr>&strumi ►of 15o it ar�i adofat lei 3'.Goias In the t 1M n inarxx> arlce h f er's sfrould nolbe�sstlf�t Id fk maleft feed rate Is 35)bs�minuha:Recommen f�.ra� t ,Krta f bags arsl'blenket§wiN Is 15-25 ibsJminufe _ 1#►ef�1.2�; Titet�nal (Attlac�pplf�allott} the intval bYinstafttn ' whh the s , Thickness t �1um1 b par f;tp it oft arm,at titstiart minirrwm thib .Fali�e To obtaht an htsta� ir► aA bit nurnberofbags acrd attest minimum w78 resuult In logit Irt R-value. hawatiob.resistarm show notb# Bags[ Maximurn Minimum Installed Settled {ft Y�uej of: less thalyInitial Minimum R-38HD 10.25" ttt SF Coverage Weight Thickness Thicknes R-38 12.00" - D " To old im M area of tl�bag ,1 fi>s tla�n budiged houb ioii MdWW h R-30 10.00' i nra 8- WWUJd�be si ki c AcWrAtbe slro Mndbe siroaWaotbe 9.00" (r�V9N)of: iea em nuxethaa: le®siiw teasthdm: bre tm:' 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" _38 17.8 56.2 SF .569 lbs. 13.09 13.000" R-11 3.50° R-30 13.6._ .3 SF 43716s. 10.375'. 10.375' R-8 250" R-26 11.8 85.0 SF 377 lbs. 9.125" 9.125" "R•18 in a5.5'cavity.Conforms to ASTM C 665 and Federal W22 9.8 102.2 SF 313 lbs. 7.750" 7.750° Spedrnation HH•h521F. R-19 8.4 119.3 SF .268 lbs. 6.750" 6.750" R-13 5.7 175.3 SF .183 lbs. 4.750" 4.750" R-11 4.7 210.8 SF .152 lbs. 4.000" 4.000° ft fOtf ft tnettrbers,thenumberof Per 1,Ot I sq t e�fai to bti insulated shouid be Beg Nat 32ma f nnm sa ass r as sho>am bek►at CovewgeVdbt i data v 94Di�a u r >fiva ge�v�i i gate open ,20 p� presetae tl 959 of 3' hose T�,pnabatostott��lecFdtwramt$�AdC 784.TYpeL and tamed F�rat�Hli•I.103�.TyPa1,C�8. � � R-vaGtesatadbtm�C68�'�MG�B Joh 16"O.0Vamul hwWr4 .aRva a asa >hafe R-Value Dimensibrm FremMg t=ramtng bnbaladfy rtyw�ays� alw6ortrcamtyL> �,iarcowbb8depage. 2A31.2 31.3... " �sf� 9f•� aPvet�dbe`tpsrmne��sa.TtBsanamdof ,g� e, tntantlssd5sareet6evetylfie9at R-60 2x6 30.8 31.1 volna +lotnfU 2x8 30.5 30.8 2x4 24.8 24.9 BueT`S,inSUlBtlOri Siahamettl:_ R49 2x6 24.4 24.7 Batts ard/af biankets have been 1kat,kt`conf mtance with the above recommendialim tD proves a thermal 2x8 24.5 24.5 r 2x4 21.5 21.7 KaY711-Vallue Thidums R-44 2x6 21.2 21.5 Attic Arel R Ink at 1,10, Inches 2x8 20.9 21.2 2x4 18A 18.6 Sloped Ceilings R- at Inches R-38 2x6 18.1 18.4 Walls R- at Inches 2x8 17.8 1 18.2 Floors(over an unheated crawl space) R- at Inches 2x4 13.8 14.0 R-30 2x6 13.5 13.8 Crawl Space Perimeter R- at Inches 2x8 13.3 13.6 2x4 11.9 12.0 Date installed 1 t R-26 2x6 11.6 11.8 Blown insulation has n installed in ante with the above recommendations to p vi 2x8 11.3 11.6 R-value of:R-_��using? -bag of this In to cover 2x4 9.9 10.1 square area at a minimum thickness of inches. R.22 2x6 9.7 9.9 2x8 9.4 9.7 2x4 8.5 8.6 ' R-19 2x6 8.2 8.4 2x8 7.9 8.2 C01"P"t' 2x4 5.6 5.8 R-13 2x6 5.4 5.6 Home BUW(signature) 2x8 5.1 5.4 _ 2x4 4.6 4.7 Company Date R.11 2x6 4.3 4.5 ` 2x8 4.1 4.3 Theo-vetNe ittfortnatlixt o1i his a#tlr mrd applyo eta"®Unit�State$(htcTudhtB lit www knautinsulation.us Kr ,Si ,11V 4617E i�I)825.4434 a fl1X{317j -367 r% W. .17 B Ac t t� {Crtatif lt��flott,6ttabfi:, { Y JOB No. 14-1275 LOCATION MAP HOUSE PICTURE DATE OF SURVEY: July 13,2016 4 r $ REVISION DATE- CERTIFY ATECERTIFY TO BAY CONSTRUCTION&DEVELOPMENT �c 1 VAZQUEZ AND ASSOCIATES OLD REPUBLIC NATIONAL INSURANCE CO. r SITE ADD ¢ 2nd ST., MIAMI SHORES, FL. 33138 FOLIO No.11-3205-024-0190 jW -z-,, WATERWAY N.89'50'54"E. 85.00' (M&R) a Edga of .... •.Water • n Doc + + •• ••.• ' 1.5' Cone. Seawall •°•••• n . • e �2L� ,0 14.0 Tiled .00 C.B.S. steps • • + 01cl � m4.7 •e • •TYP. 27.0'} 4' C.LF. (2.5x3.5') 0, •'• R�I vW 4. ' lav • .. 0000• Tiled vvvvvvv,o Pools • • •' ry Walk 3vvvvvv�. �vv v . Wood e li ••I•unis ••••• vvvto POOL iQ • 10.30' 0.5�, +� .... :0060 18.20' vvv T J Pumto v'9 ✓ nQQ 35.6' „ v..vv.S.v.4.v .0, (3'x3) v L 2 2 2016 - v . '.•' : ol lo Woods OR of v v ` D o I VV v .. v 24.35' 1604 Z 3 22.20' to .Y 04 �o00 C4 nc cV �" m 00 a r 1 STY. C.B.S. O d- I I. . RESIDENCE m 0- CIDa4 No. 1421 Cd On line I ,, Highest F.F. Elev.9.55 .. . 04 in Lowest F.F. Elev.9.13 c oE vii° 28.70' p %_.. Gamge rn o Elev. 7.62 mvPoch b 14550 PaPlanter Z ,30' 21.504 Li N W < .7'cl <..� 'filed 'n 2 Steps o v w ❑ ❑ ❑ 4, �5, P z a 10.0- ❑ ❑ ❑ o, tV ❑ cn ¢ cc o N 10.5' r- S �i z N ❑ ❑ ❑ Lj Li Cone. L- o I 18.0 Walk F.I.P. CL L- U 1 2 11ro j 0 w �n� GO ❑ 18.5,❑ 9.0'2.5' W.M no caP) z 0 "' Cone N.89'50'54"E. °ad' N 85 .00 (M&R ) F . oo ❑1D& wc N U, c 15' P/W q❑ ❑ ❑ ....� p ........... '19.5sPhalt Pavement Fnd. Nail 190.0 :s3. ..... ......... ..:::.�:......................... .c ;Fnd.; :...::.'r: :50 TOTAL m N.E. 102nd ST. '**.*.*"'**""**'.*"*.*.""*"R/W wLz z LEGAL DESCRIPTION: LOT 23,BLOCK 1,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,FLORIDA. WE HEREBY CERTIFY THAT THE ATTACHED SW= 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 MEE75 THE INTENT OF THE APPLICABLE PROVISIONS OF THE THE SUBIECT PROPERTY IS WITHIN A FLOOD ZONE AE(SEE NOTE 1) 'MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN 'THE STATE OF THERE ARE NOT PLATTED UTA.EASEMENT ON THE SUBJECT PROPERTY FLORIDA" PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTED LAW, CHAPTER 472.027, OF THE FLORIDA STATU7M �O /ryp ORDERED BY: AMERICAN SERVICES OF MIAMI, CORP. r'. VAZQUEZ AND ASSOCIATES Consulting Engineers . Planners . Surveyors GERALDO VAZQUEZ,P.A. 9370 S.W.72nd STREET,SUITE A-102 o s E ° R ATMRWArww MIAMI,FLORIDA 33173 Nor A 601 Mi*d 4 Mlmnf�K°y FWWa 13�t 702 PHONE:(305)598-5101 FAX:(305)598-8627 TdepNwnx 305-371-MN LB 6683 ASOMIAMI.COM DA1E Faosirtdlx 305-371-4987 THIS IS PAGE 1 OF 2,NOT VALID WITHOUT ALL PAGES. SURVEY REPORT: 141275 THIS IS PAGE 2 OF 2, NOT VALID WITHOUT ALL PAGES. REALTOR INFORMATION: S�NOT BE USED OR REPRODUCED,IN�WHHOLSERVICES ,oR INNPPAORi', ,DUTPERMIS& 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 "AE" OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-0306L,WITH AN EFFECTIVE DATE OF SEPT. 11,2009. BASE FLOOD ELEVATION OF 9.00 FEET d . .... .... . . . LAND ARA Ca;BSUBJEifTfwPERTY: 9,605 SFee Le SELJ=VATIOV ARE BASFj;QN.THE NATIONAL GEODETIC VERTICAL DATUM (NGVD)OF 1929,AS PER MIAMI-DADE COUNTY V*"CH MARY JVo. B-Q4.V TH AN ELEVATION OF 8.74 FEET. ..... .. . ...w so*** 00 684604 ,(p"RINGS.SF1OZlN HEf %4RE BASED ON AN ASSUME MERIDIAN OF N.0009'06nW.,BEING THE RECORDED BEARING . FOR THE CSNTERLINEAF V414th AVE.,AS SHOWN ON PLAT BOOK 56 AT PAGE 86 OF THE PUBLIC RECORD OF .:..MIAMI-DADE COUNTY-'r-LbR16A. 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 TIRE 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 Ylo 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 INDMDUAL. 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 53-17.062(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) A/c AM CONDITIONING UNIT P.o e. -PONT of BEK;INNNO BOUNDARY LINE ® CATCH BASIN ASPH. - ASPHALT P.0.Q - PONT OF COMMENCEMENT � B.M.- BENCH MARK P.Q - POINT of CURVATURE E:;= STRUCTURE(BLDG.) ® MANHOLE BUt/Com.- BLOCK CORNER P.L - POINT OF INTERSECTION CALQ(c)- CALCULATED P-PROPERTY LINE CONCRETE BLOCK WALL O.E. OVERHEAD ELECT. CB- CATCH BASIN P.P. - POWER POLE CALM - CONCRETE BLOCK STRUCTURE P.R M.- PERMANENT REFERENCE METAL FENCE l91 POWER POLE CL- CLEAR MONUMENT CONC. - CONCRETE P.T. - PONT OF TANGENCY --------- WOODEN FENCE -�- LIGHT POLE D.M.E.-DRAINAGE MANT.EASEMENT RAD. - RADIAL 0- DIAMETER REQ (R)- RECORDED '-�-�- CHAIN LINK FENCE (� EASMY - EASEMENT RM - RESIDENCE /J4 HANDICAP SPACE ELEV.- ELEVATION R/W- MGHT OF WAY ® WOOD DECK/DOCK u " ENC - ENCROACHMENT SEC - SECTION F.D/H -FOUND DRILL HOLE S.D/H- SET DRILL HOLE O ASPHALTED AREAS HANDICAP SPACE F.H. -FIRE HYDRANT S.N/0-SET NAIL AND DISC F.N/0-FOUND NAIL AND DISC SLP. - SET IRON PIPE CONCRETE ——— EASEMENT LINE RLP. - FOUND NON PIPE SAL -SET ROM BRICKS OR PAVERS M WATER VALVE F.S.-FOUND SPICE STY-STORY Lp. -UOHT POLE swK. - SIDEWALK ® ROOFED AREAS MEAS(M) - MEASURED T.O.P. - TOP OF BANK MH-MANHOLE U•F- � - -SENT ® WATER(EDGE OF WATERWAYS) -MONUMENT W.P. -WOMEN POLE -MONUMENT UNE - SECTION LIVE NTS- NOT TO SCALE