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RC-14-1107 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249522 Permit Number: RC-5-14-1107 Scheduled Inspection Date: December 22,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: IOANNA KONIDARI,WILLIAM F HULME Work Classification: Alteration I" Job Address:196 NE 105 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360130630 Project: <NONE> Contractor: OBRA PRIMA CONSTRUCTION GROUP LLC Phone: (305)825-2300 Building Department Comments RENOVATE INTERIOR AND CONNECT THE 2 SIDES OF infractio Passed Comments THE OF THE EXISTING RESIDENCE AT GARAGE TO BE INSPECTOR COMMENTS False TURNED INTO A STORAGE ROOM Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249453. Sidewalk must be replaced Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 21,2015 For Inspections please call: (305)762-4949 Page 23 of 33 wil Ail Nell -W,41 rr Jill ftm- SI IF, hW e4 ik`z Miami Shores Village -sw- � . SEP �. � �61� Building Department � e 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. Miami-Dade County from Municipality: s [107 Municipal Permit No.(MBLD): Job Address: lo a 16 lk Unit: Project Name: Qualifier's Name: 11�t� 4�� ,,L900— Qualifier's Phone )O'ZS-Z oc� Email: in oLn ��rriewaec�,c oti Owner's Name: OL I` Owner's Phone:--7_13—1`�9 Email: ex1J This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy(TCO)or Completion (TCC). Once validated by the Municipal Building Department personnel,the form must be present at the job site for the field inspectors. When all approvals have bee ained,take the signed form back to the Municipal Building Department for TCO/TCC issuance. 1 Form Validated by ��''°�� al/�/� Date: Bldg Dept Personnel: Print Name Signature OAll"Required"TCO/TCC inspections indicated below must be signed"Approved" before certificate issuance. Req'd. Trade Inspector's Approval Name Signature Date Comments Building 9 ❑ Electrical ❑ Fire ❑ Mechanical ❑ Plumbing ❑ Public Works ❑ Zoning ❑ Other Important Note: The TCO/TCC is not valid and building and/or.space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the F ilding Code Section 110.3. O3 Building Official's Approval: Date: � f�1 TCO/TCC ❑ Extension TCC/TCO Duration: Conditions of TCO/TCC: • If Master Permit expires,the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: 04/09D I.OSFBOA 9 Miamishores Village Budding Department .... n...� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 IORmA Fax: (305) 756.8972 <4t ��• �C� a INSTRUCTION FOR PREPARING A TCO/TCC REQUEST A TCO/TCC is requested when the majority of the construction and only minor issues remain.The job must comply with all American with disabilities act(ADA) and life safety requirements.A written request must be submitted to the attention of the building official, Ismael Naranjo.The letter must be typed on the General Contractor Company's letterhead and it must bear the signature of the qualifier. Request will not be considered with the following information: 1. Include the permit number and job address. 2. State the reason for the request.Applicant must show a hardship. 3. identify the specific arear(s) included for request, if job is being completed in phases. 4. State the number of days that you would like to request for. 5. Include a contact name and telephone number. 6. Include the following sentence: "We hereby hold harmless and release Miami Shores Village Building Department and Miami—Dade Fire Department from any liability that may arise during the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy" 7. Included the following sentence:"We hereby certify that all means of egress shall be kept clear and accessible and that all like safety systems will be maintained and operable at all times while the building is being occupied." Request may be made in person and letter must show the qualifiers signature. Requests will not be accepted with the qualifiers signature. Once reviewed,we will call the contact person and inform the person of the result. If approved,we will advise you of the fee and schedule the necessary inspections. It is the responsibility of the contractor to request TCO/TCC inspection(s)from the Fire Department if a fire final has not been obtained.A copy of the approved final fire inspection from Miami—Dade Fire Department must be at the Job site at the time of inspections. If you have any further questions, please feel free to contact Ismael Naranjo at 305-795- 2204. !1 SEP 0 � W5 nce MIAMI SHOKO VILLAGE a Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Website:www.mlamishoresvillaee com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami-Dade County Fire Dept. Date: /2-0Folio#:11- ® 0630 Master Building Permit#: n�l_Iq 4o ( Square Footage of Space: Miami-Dade Municipal Process#: 0 — Miami-Dade Municipal Permit#: N P Contracting Company: Q Owner/Tenant: LJ-Q 1X M 1 V,CF.- _ff 1 Lot: Z" Block: yy,�� s ��g} Subdivision:M 54,00SQL' S' Street Address:_SG t,'Sz I 0'" � Signature of applicant verifies the above information is true and correct.The Temporary Certificate of Occupancy is Issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection,construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment,and the plumbing work has been Inspected and approved. �A Print Name of Applicant or Qualifier Signature of Applicant or Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: Remarks: Building Official/Designee: Inspections: Zoning Yes/No Plumbing Yes/No Building Yes/No Fire Sprinkler Yes/No Electrical Yes/No Fire Yes/No Mechanical Yes/No 0 B R A CONSTRUCTION GROUP CGC 1521523 September 9, 2015 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Attention: Mr. Ismael Naranjo, Building Official Re: Permit RC 14-1107 Request for TCO/TCC Project Address: 196 NE 105 Street Miami Shores, FL 33138 Mr. Naranjo, This request for temporary TCO/TCC is made on behalf of the Hulme/Konidari family due to them no longer having a home to reside in effective September 17, 2015. The Hulme/Konidari family has been renting a home during the renovation of their primary residence purchased last year. The family consists of William Hulme III, Ioanna Konidari and there recently born baby girl Zoe. This family will be homeless with no place to go on September 17, 2015. The present rental home must be returned to its corresponding owners on this date as they will be moving back into their home. We also had the misfortune of the architect disappearing on the family for 3 months while a revision was needed to continue working on the home. We lost 3 months of productivity because of the issue with the architect. All discipline permits for electrical, mechanical, and plumbing have passed final inspections and have been closed. The only items remaining are finishing touches to the interior, passing the window and door inspection for the impact window/door retrofit, and the exterior paint to be completed and permit closed. We are requesting the TCO/TCC for 30 days only and all remaining permits will be closed during this time. '"We hereby hold harmless and release Miami Shores Village Building Department and Miami-Dade Fre Department from any liability that may arise during the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy." 3408 W. 84 Street, Suite 316 Hialeah, FL 33018 305.825.2300 Office 305.825.2302 Fax www.obraprimagg.com email: info@obra rimam.com w 0 B R A CONSTRUCTION GROUP CGC 1521523 "We hereby certify that all means of egress shall be kept clear and accessible and that all life safety systems will be maintained and operable at all times while the building is being occupied." Best regards, 140 Nelson Medina Jr. President Joel Ripoll Qualifier 3408 W. 84 Street, Suite 316 Hialeah, FL 33018 305.825.2300 Office 305.825.2302 Fax www.obraprimacq.com email: info@obraprimam.com ems'° ->�-•. +:a. _ ..,� �..th,�-s-,ei "wv` .'tea„` Y Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel:305-795-2204 Fax: 305-756-8972 Building Inspection Department This cerlificate 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: t Permit Type RESIDENTIAL CONSTRUCTION Bldg.Permit No. RC-5-14-1107 a a Owner WILLIAM HULME III I IOANNA KONIDARI Contractor OBRA PRIMA CONSTRUCTION GROUP � Subdivision/Project MIAMI SHORES SEC Date Issued 12/29/2015 i Occupancy Construction Type V-B Load 4 i- Square Footage 1400 TypeOccupancy R ; ^4 ' s � Description of INTERIOR RENOVATION Applicable 2010 FLORIDA BUILDING Work Code ` Location Flood Zone N/A F.F.E WA k 196 NE 105 ST Miami Shores FL 33138 �9 C—bw �r Building Officials Approval Ismael Nar—an-JE7= a Not Transferable It'R POST IN A CONSPICUOUS PLACE YI A ,y+ Jd. sE�`P s.r�v;_ E� ��. f,. y ,7y,)rt .,� i"�. ' -�R�� i � .r t p� "y�,=�r• `y' ^., �J on )-� e&t ac---P mast" Miami Shores Village Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. B . �/Slurveys (2 copies) Final as built-Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking spaces,Wheel stops, stripping, and all paving to exterior. ❑ ertificate of Elevation—(Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. ❑ Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. �11 Soil Compaction Letter(Density report is required) Final certification letter from the Engineer/Architecton masonry, trusses s structure ( ry � special Pe , etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Certificate of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max)$75.00. • Residential CO fee is$150.00 • Commercial CO is$200.00 F 5582 E58. 2 NOmfN.f••.i+{'W�s..:1.►i.x:.4.�7th :t..":€x'.r�0r,1.+,e.i.,<':�fi.;?lE.y:••-.-.}€..S.F 9e�f atM`€aa•i€i�Ii t�1:"€S EE��i E F,'rt T:;L.s.V.r.•.f.;�..Ri�R. .IETc E��,E.:?.�,x.:::�;'EE;.�s€.�`r:E(:r�3t{E'E.•ET£t aE•(,f 4•:d:.}h'E T,t�!'i•i.•'s•{ SEntur.c5�>if'r�`tE-3Y'omE!E€`�r,•E�<...<•�n§�U��a°Sy��.k1^�,y�Ssa�.,tY`td�<.t�r€5€<�€r�2 I�`t.a€.r�.s2om�s•€,..'3.€r.`kI'.,T,x.:E'�s•,aE..r::..r-.•i,.R':x,:.•f'E o,g:ggy:1 ErC'k2.E0�,2`a:<r.atvp��u f..•��c,,4�(..iR,:rE�x5:.i..Faz-&li�ts:wEt{.i'.�<E l,€:.g";..xA�...i>i�erE.t{f<r:«•,f.'.E^••t�,k:.,(�.q.:;€£:C.,.:snt;E.u_M1a:,u(E!„i._:<EtER::_'.,4€.�'E:::�,��'.f.:.�(E•...�:.yt5tc r 3SE..rzw2i.'��A,:`.t-ff:c.E<EEk#€s��E(.:i<�f,,•,E"�-Eys`�.a�o£�t.�`t!€a�€r.-��'6,EtF[`�ViG,�f„J,tnE.�p`x�wa��'d-�€Tx f,-E�hrE�i Y$E��:ficaa€:y sz t Enak�S3 y;.'i(J�[-``.��,�I.EEq.”'�4�R•aut�."t.fif.t+EhR,,�E-r*��{'frt,..�a-af.f rk €R l�.£Ft�4.€`".,E�E..ia`,£f}^F.E,E aI,�:5:sx ak,&:a�t R.£'Sr€f.t.x'.—#€.�ez:�:.�u",f�'(.�i(7-^s,.;;:f.£,.£€,€,,S�y€.r.-t{r-'.,'i€t'N{..57E.;H`,.,�.��Y'.�r..:E::_.�l€S:5i...�'.:1•:.`e."..�:,,....a.a..mo:'�<°-.i`i E•E`'rv,�2 E`E€i,i�<��`-"��EE y..�d rrd x4§�`F'ka.Y^IJt,4yP,�>E.�a�dtF E€l€;`�v„r�`':v�s�u.�r'rE,<�,.zs:rs'4!�'4�{4a,�#t ck.5.'iv.z Ja.c��N!�.£r"''4I�€+^i5;t.�:.,�,�i{i'.Ef,R"�4lsi":^E�,[tte�Ru'ki l�f,'Y..LFi+f3„aE,q�.SEE t!g{£x5Eiiht-ay?F�,�YE.,F..€�d.lrE"k�,c St.`.�Sz..��Es'E�E.i:^.�{R<_l,.,�'��Ls�,:.":Tt';.4 t£�F'.-r.�,`„Ir�:.S£�;tR-:�''aC�.Nat�a"":.�;�.'E„wEEe.�::�.t a�..:`x:..'E:i E�S`E�..�£r'.€'�L t`ri:�.§•.�E`Ywa'9S�E.at�CEEr�a�REa h.:'�'”t.�t;��E�z 1FE....A�.aE-�s�fo...aei[;��xp.�Rt.`a EA'°..;�Fft�f”(E tSj'.^.taf;t i.'tt..,tEiry.E�i.�t.}1,2t:ua�H{°-E>�f,:£!tks f�EE,.tfrt':.qj`€£,ti.��,€.t'"-.�:V.tE,�.frs.:�..,1�:-€}..a�.::E'.`z=�£.:l..s:k.?r.EI[aII,.�-5:��.III�,`£:-�I.x��tx.fn,.4mo,a_y;E�"�,h-:?EY z�.^€-.:k;.s`�r�'-�.s�:.f�..€€'�(.�E-±:F.�r:,.�'t-,^-:aE.:�[SiaiE�;EF.C�(";.rit...�t.�wY..^�.y�€�„E`;...€:ta:-E,a'(r.E.+'[}>�'r3—�.i�`EF,`E��o€�y"€��•E.£�ia k£4.i.'N,�.�'Ek�E�`TE��.yt'{r;.,(��ES�k t'`!a.E1!��;^a.E{.�'#�y#t is.4:b�:.t{'`"."s.'i£II.,.,EYJ��.i€.EEr€E�`��f?et�E€,''h`!�rt�E'h:':!�E€,a,t°1h1i 6�p:�+d RK�E=aaz'.`'�$.sm:^F��^EEY/,£:�;tz.ss£,4`a.r'r,?�',,,r��'"�,3-::fa��,_'g"�!.�-�y.�.��s..�.'.y.::-,�t.i�r�E'�..,'`,�-2.�'e.a�-'..a`..Ss,.t�y:-J�y�.E��f:F.�.r:-°at:q,.��I'ts:,€(:.,dE,t^:�:.;:�,�?�-N��€;':...:."z�.��t�S'1 ar(s}a�£�iE yi,{aSa#CEgEa€��:<VfE�{u�'T(�E#f£tSi�fl,tf�,EiY�Ita�EE�.nhia"EE�.�€§f)�.�ia2.SE E-��E:.tt t>E s`.�,-4s.<E,Ei�.€{:.�Fi.:'zE'`C.a�#1.,.t"a�rv.zr1€`t.:Siacr..'�((4 Gy5€rE�:i.E",�c.HEE:f�i t Et.__`.a EE,�;PxE'��)'`E€E-E}k�;L,_.�`az'�,�_`nREg.E:#y{:,u�,.a�tEEf i..fa�_f1€i'.�.sr.t�;->�.£�t',E{,s:it`°t1.: F:E�€E:-:E:`€�Ss.x':^iS.,�r:f.,(n:...E„'.<,E2,:#..i:t,:<,-E_.'S_::i':.,`i.€,t�.:.�s��y.':}�t'E:�...R'k€£t.tcE:E:4.aE�,a!tttS I�lii€'EIv��ttt E.�`�1,5fka S.:tEtC.�”1£z'R€�.-,�aE`Ea�<€,.it€ya�'`z``..'E�d�u`fVr'E£yg€r€!1,��`�8,Y^s�FEf�.�.,'r'a'VE�?�.�C�i,'`.-{,y s W�l`��<a'}a,t-E`�a ig�`�t.°Y�r��e^EC.-T'Ai�.q}.E`,tM1ri,a::=<�}nk`:.i,,'r�'�}k•.�xu:4}.:-��{(s.ft� N'fMr,_{$Ys-��7,:K..tq.iFS7a''}.€<•,i�q;�.,ri.^ai:�-f..i's.�1fa{�2 a`t.:,,;�.�Ft.fErtREE�.y..ai.;:�t�t$.f,�r;.„t,F:2:E.ae:..[,:';..:Se:i:.':?€'.�E.::.�j.:'':'.:,:..'.€'.kM1:,};at:£i��;s�.1,k,�Etn5'@�`�{:Nk�t�`iP€x'a i'�il�E�,�.5t .:,tu��.,P€fE,�{`;`:..#,'rh.fi�aM1��-fq�,�Ei°',CE`M1t�t,Eril ac6µ�s�Rde€�'E^-.aCY S(dEPa'�a'zi:.7i�ic.s3�Y�.Gv,�i�it€r--r`kj€i-f�i�<;r�F<E rM�.`tµ�.trf}'ra�.;�a.�a�..,e«E:E��,"r.€3.1_�Rkvi7YA".�!.,�!...0,_...�iE..t�a�',.�.q€`'^€t`rif�,3£,�Jt:y/I�,£tai..-ar f r�,rxSj.£.t.E.a,.:i€:z<..xe`ET.'.x..•..�i`;!'�G.,,.€-Rt..::S-E,�'�1�,..,ct1#i�.sk�€a.'�'-.'E.F�”.tKEr.zt(�I�:...�:yte':}.,$._i�.{,�:�Y;E,>...:E)`.Cr,,+..Es��1jEvr,c`'.E.s,E,�'x i.._�'!.'g-`:�:y,i+;x.E4.�,�.�...^E€E�c;�'r`+s�7«0hrz9'1 ,��y,f:�6rF�s.ds�j<`�X`�t€`niA�w?�.t:-fizE€��&d-Ea�xyitfYtj.�.sz1�,'�k,t r�ty,'ira�k4 r{fi�4.``a€��f,t�.dr�f,d.E,cS0Ct.E-r€ae:;.ts-,<�<era`4t'rt(f,.€}.--.Aitw..j if Wv i�t�€i..�s;a�..it-.t E.{Y'",�:�,[�ry.�.,€.tta..t'�E.€f.�:E...�(•.:.I:.f��fE.....C,�..£..��`..RaC»an.wcN°�_.:E�?s o'.d°te..^E`€3�._ho�.1";.=4.E.�,4n�.�>vErA'.f'.'J,.s,r'.�€:.;._ : .•.;. .,,. E�-x 5',..c�.:-°�e zE•€aE��d. '�fi�•#tI�fi'€d.�t 3c�c.t.�v da:E€f.F1 Y� t:�S•rier:<Et+ F..v,�:.iR.E.,7f,V.C`�EE(E.,:{u,.a{�tf.r E;�i.E&,r�E��x�.{`•:�E_fr43k`'E.�,�,F,^t'��.€i.x� uE,Ew ��aa.:�£'�..':f3�j.tz•Y[�,r -:t�••'.u':.E,f�:,{U..E ftr..,_wr'.:P:.;-.�it.€af€.3.'a.�tr€.ph<.tE t`.aT`v'��rr,ikr+,a'is�t^au:"E:<:�`. Stt gU�£1 RHh=�Et•E'�€yy€�'F Ff'EJk�ss';�D€t;�€�,��',.•a-�#.,.€:Vf *:asE.k.,,:;k":..e.i Y .i.�:�✓iQtt��:t��.�ytt�,i�,.s=E.�.�`kE E'1��1N�t;aE4foE �.rI : 1£�4 '-`§0wfi- 00� 0Et�...'�,.�.J:Ea4rY€tY'>@v:ii?`:'�I,•.�{�`SE�£<:';€3,6��.��EtIi:#..ir�`#S�f11Ite.l2:t �reJY:.•€z:��;:..R;V..sfµ�}''C..x_°._'.€,,'�i`Ln'€��4F 5` 9 EikF..hE�f�r � Ia1�f1'tysrE�RSt etr `-tp2 MIAMI, 33126 TELEPHONE (305)264.2660 n r• FX (305)26 -0229 LAND SURVEYORS SHEET No. 2 OF 2 DWBY: AL. BOUNDARYSURVEY SCALE 1'=20' 75.00 4N.�IsM1,�_rifas�t.Na f(�Se1uf:.g�i�,fra �. oti �`}'�.•".J11 LOT-6 TOTAL R/W ' ' 'E BLOCK-121 U.P. OVERHEAD t adgiry �IAg 7 f(1 "Nall fi1 : NU UAP RIP 3/4° O 106.26' NO CA37.50' BRICK PAVERS 0O Co::.,:We N DLECTRIC•• ••• • U 0 04 •METER t28.2 ••• 0 �• • • 31.80•• • •• •••••• 36.15' co 0 00 so • 'Z0• BLOCK•121 ••'••• as GG�EL275' Cl) 16.20' ONES ORYCM RES. 196 0 12.35' CID sc c10.83 gg 6.15' 265' F.F.E=12.50' X LOT-1 10.42 BLOCK-121 A/c C29.70' 31.89' ON/PL. 'a6 D.a C3 T.B.M.EL.=923 0vc co 9.83 ltc+) 37.50 B.C.106.26' 'CON : FNOP 3/4F .P 3/4° -9.8C / • NO ID. CANO CAP w i( 0 : �sy� 'H i € " z s t �I :< :. •^: n , EN `e Ilk F F ti:: ,€✓,;,. :y';�•;:; Ii �h "wE`-pta.';;;�'.,-•.. .':. .:� :. .,. ::. .'.' ; .,.,: : '. 2 ' lthlo � yrL tE EE " ",, }v-i€:.€. SU RVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey. i 5582 N.W.7TH STREET,SUITE 202 MIAMI FL 33126 SURVEY NO 14-0000259-2 TELEPHONE:(365)284-2660 Nova Surveyors, Inc• FAX:(306)264-0229 SHEET NO 1 OF 2 DRAWN BY:AA LAN® SURVEYORS SURVEY OF LOT 1-2,BLOCK 121,OF AMENDED PLAT OF SECTION NO.5 OF MIAMI SHORES,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 47,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 196 NE 105 ST,MIAMI SHORES,FL 33138 FOR: WILLIAM HULME LOCATION SKETCH Scale 1"= NT.S. SUBJEaT PROPERTPf -�+ -N-7- F. bT4.16' � "i 1.O 5 T Ei 13�14.25� S T az FIT ' So 21Q Ji,e .,9 8 1 61 S 4 3 2 { {x {i •s0 9 8 b �Z i ;tq ao 21 Z2 z3 N 14 n 5 lb %a rq zo zi z2z _ 14 '{3 •ii IT 1s i Soir +< 4 iia' rss 30 20 �O* • w• •. �• • •• f" W • •••• •• •• s h �J �.✓ ,4 L . •0000• • •• 0000• G ••0• • • { {Z 11 10 { to • • • ,•. • 00 p 3 12 • • • 00.00 -T, { 13 5 1b 17 1$ � to ti �>: �j �13 14 1$ 1b 17 18 17 1 MA ro ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL OVERHEAD UTILITY LINES A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.&EG.=INGRESS AND EGRESS R.P.=RADIUS POINT C.B.S.=WALL(CBM A/R=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L.F.=CHAIN LINK FENCE AIS=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E. NV=LAKE MAINTENANCE EASEMENT R =RIGHT-OF-WAY -0� I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6W W.F.-WOOD FENCE B.M.=BENCH MARK M/H=MANHOLE SWK=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT APART OF T=TANGENT •0.00 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM� U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWN,BEARINGS ARE REFERRED TO AN CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF ASSUMED MERIDIAN,BY SAID PLAT IN THE DESCRIPTION AA THE CL=CLEAR 0/S=OFFSET W.S.=WOOD SHED PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO C.L.F.=CHAIN LINK FENCE OVH.=OVERHANG =ANGLE COUNTY,TOWNSHIP MAPS. C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK 2)THIS IS A SPECIFIC PURPOSE SURVEY. EASEMENTS P.C.=POINT OF CURVE A =CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE g =CENTER LINE 1:7500 FT. C.P.=CONCRETE PORCH PL.=PLANTER 4)IF SHOWN,ELEVATIONS ARE REFERRED TO C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND =MONUMENT LINE MIAMI-DADE COUNTY. D.E.=DRAINAGE EASEMENT SURVEYOR D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING EASEMENTS P.O.C..=POINT OF COMMENCEMENT BM# ELEV. FEET OF N.G.V.D.OF 1929. DRIVE=DRIVEWAY P.P.=POWER POLE ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.1 P.=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION. F.1 R.=FOUND IRON ROD PVMT.=PAVEMENT F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY(-SURVEY-1: COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY; AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. BY:. RGE B ,((D 7 OFOFIELD W/R ) THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: " LAND TO BE SITUATED IN ZONE:X COMMUNITY/PANEL/SUFFDC 120652 0302 L DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION:WA. REVISED ON: CERTIFIED TO:WILLIAM HULME N FtGE...!Bq,4 NO.25-34 2 W ?a E 0 STATE OF m oy ' ,FCORIOP. .� 5J 1 O SU10 O SURVEYOR'S SEAL S I SANTA ROSA INSULATION&FIREPROOFING,LLC. �� BUILDING PERMIT No.: 6130 N.W.74 AVE. Miami,FL 33166 Project Name: (305)592-5249 (305)592-9615 INSULATION & Job Address:ML5Fax:(305)592-0925 FIREPROOFING, LLC. / Toll Free:1-600-879-5915 STATEMENT OF COMPLIANCE: 2794 We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY pjp CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice, The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) Yes o R-3 ❑ R-4.1 CELL 0 -.OTHER ❑ VR+FOIL R-5 ❑ R-7.1 ❑ FI-FOIL EERGY El1.- Exterior CBS walls Insulation. R-5.4 ❑ (Min.); Material; BATTS ❑ SHIELD ❑ 3/4" 0 2.913❑ 0.6 ❑ ❑ DOW SUNFOAOSIT i�� hickness: N/A f ° inch(es): Density: N/A ��lb/ft3; Mfgr: MAINVILLE ❑ R. ❑ ❑ ❑ R. 0 1111ElZ2 - xterior Frame/Metal Stud Walls: R.11 13 (Min.); Material; FIBERGLASS BATTS ❑ ❑ ❑ 0.6❑ ❑ OTHER ❑ Thickness: 3-1I" ❑❑ inch(es): Density: ❑❑ Ib/ft3; Mfgr: MANVILLE °❑ °❑ R-3 ❑ SPRAY CELLULOSE ❑ R-5 ❑ FI-FOIL ❑ ❑ 3.- Exterior solid concrete walls: R. ❑ (Min.); Material: ❑ 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ FI-FOIL. [3Thickness: ❑ inch(es): Density: 13Ib/ft3; Mfgr: ❑ 11 11 ❑ 4.- Interior walls separating A/C from non-A/C spaces insulation: R.11 ❑ (Min.) ❑ ❑ 0.6 ❑ Material: FIBERGLASS BATTS ❑ ;Thickness: 3.1/2" 0 inch(es): Density: ❑ lb/ft-3ElU 5.- COMMERCIAL& RESIDENTIAL CONSTRUCTION ONLY:The COMMON (PARTY)walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R-11 (Min.); CBS or Concrete walls R-3 (Min.) by Energy Code requirements. See ENERYGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9-17, latest edition. These minimums levels of insulation", are not included in the Energy Calculations, but shall be installed in the field. ❑ Z6. Above deck type ROOF INSULATION: R. ❑ (Min.); Material: Thickness: inch(p*: Density: Ib/ft3; Mfgr: R.30 EK FIBERGLASS BATTS ❑ /" R•19 ❑ BLOWN-IN FIBERGLASS :°' ❑ 7.- Ceilling Insulation: R. ❑ (Min.); Material: BLOWN-IN CELLULOSE 11 6.1/2"❑ 0.6 MANVILLE 5.4"❑ 2.9 ❑ 'N U' ❑ Thickness: to°' � inch(es): Density: ❑ lb/ft3; Mfgr: CERTAIN EED ❑ ❑ L( 8.- NOTE: Densities of sprayed-on, loose fill or an other composed-on site i ulation shall be the P.C.F. Y P (Ib/ft3) average of three (3) "DRY SAMPLES" of actual installation. Installed by: Santa Rosa Insulation & Fireproofing, LLC. s Insulation Company Name Insulation Contrac7 Signature Insulation Contractor CC#: 000018264 / 89-5305-I-X Certified on: /5— Date G.C./Builder: Company Name G.CJBuilder's Signature Building Contractor CC#: Certified on: Date Mission: Rick Scott To protect,promote&Improve the health Governor of all people in Florida through integrated -ori John H.Armstrong, MD,FACS state,county&community efforts. HEALTHState Surgeon General&Secretary Vision:To be the Healthiest State In the Nation July 16, 2014 Alex Santamaria 10251 SW 72 Street 104 Miami, FL 33173 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1161629 Centrax Permit Number: 13-SC-1546286 196 NE 105 Street Miami, FL 33138 Lot: 1, 2 Block: 121 Subdivision: Miami Shores Sec 5 Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 06/25/2014 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed interior renovation. No objection letter was issued by C. Icaza on 07/16/14. • • • •s.s ss.s.s This office has reviewed and verified the floor plan and site plan you submitted, f6f the ro ds d ' remodelingaddition or modification to our single-family home. Based on the in '°'ation ou ptbvidedl Y 9 Y �4s�.. y the Health Department concludes that the proposed remodeling addition or modivi;@lion is �tpt adding J&.... bedroom and that it does not appear to cover any part of the existing system or"anG Bach *%@I, **so* • required setback or unobstructed area. No existing system inspection or evaluatfgmgpd asssssi;nent,..:..° or modification, replacement, or upgrade authorization is required. s• •• ••�• •000.9 0000.° • Because an inspection or evaluation of the existing septic system was not cond�tcteo, the • • menf cannot attest to the existing system's current condition, size, or adequacy to seNe the propo§V0 use. •••• You may request a voluntary inspection and assessment of your system from a licensed sepac tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sinter ,, Carl Ic Engineer II Department of Health in Dade County Florida Department of Health www.FloridasHealth.com In Dade County• •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDeparbnentofHealth YOUTUBE:fldoh Vertex Architecture, Inc. 10251 SW 72 St.,#104 Miami,FL 33173 305.412.9499 Fax:305.595.9696 www.vertexarchitecture.com AA26000839 ARCHITECTURE A1Rc HITECTURE WITH A POINT April 22, 2015. Re: Konidari/Hulme Residence—Structural As-Built Letter Konidari/Hulme Residence 196 NE 105 St. Miami Shores, FL 33138 Permit#RC-5-14-1107 To Whom It May Concern, I, Alejandro Santamaria, as the architect of record for this project, today inspected the already installed 2 wood columns and wood beam between the existing living room and the existing family room in the above referenced project. All of these wood columns and beam are replacement members that have replaced existing similar sized members. All of these wood columns and beam have been installed correctly. The bottom of the easternmost of these 2 columns has 2 right angle 1/4"x4"x4"x5"steel plates with a 3/4"diameter x 10" long carriage bolt with nut&washer. The bottom of the westernmost of these 2 columns has 2 right angle 1/4"x4"x4"x5" steel plates with a 3/4"diameter x 11" long carriage bolt with nut&washer. These steel plates then have a 3/4"x8"wedge anchor on each side of the corresponding columns for a total of 2 per column at the base of the columns anchored into the foundation load bearing walls. The wood beam listed above consisting of(4)2"x6" pt wood members listed above has been anchored to the existing perpendicular wood beam w/a USP NP57 nail plate with (12) 10d nails per side on each of the inside and outside faces. Furthermore, the framing of the interior partitions with 2"x4"wood and 3-518" metal studs has also been installed correctly on site. All of the above conditions are per the 2010 FBC and the previously approved drawings. Please feel free to contact me on my cel phone (305) 785-8296, office number(305)412-9499 or via e-mail ASQVertexArchitecture.com and let me know if you need anything else or have any further questions. Thank you v ry much, ejandro Santamarfa, R.A. AR91405 m. . Vertex Architecture, Inc. 10251 SW 72 St.,#104 Miami,FL 33173 305.273.7555 Fax:305.595.9696 www.vertexarchitecture.com AA26000839 ARCHITECTURE ARC141TECTURE WITH A POINT February 27, 2015 Re: Konidari/Hulme Residence—Structural As-Built Letter Konidari/Hulme Residence 196 NE 105 St. Miami Shores, FL 33138 Permit#RC-5-14-1107 To Whom It May Concern, I, Alejandro Santamaria, as the architect of record for this project, inspected the already installed#5 reinforcing bars at the blocked off window in the master bedroom closet and the cmu area adjacent to the window in renovated bath#4 and found each to be per detail 6/S-4 which shows these rebars doweled down into the existing concrete footing and doweled up into the existing concrete tie beam. The area has been filled with Simpson set adhesive anchor and Simpson set adhesive anchor for overhead use at the existing tie beam. These rebars have also been lapped a minimum of 30". All of these conditions are per the approved drawings. The proposed cmu area immediately to the south of the kitchen exterior door has been replaced with a column approximately 8"x15 1/8"w/3#5 rebars also doweled down into the existing concrete footing and doweled up into the existing concrete tie beam similar to detail 6/S-4. All of the above conditions are per the 2010 FBC. Please feel free to contact me on my cel phone(305) 785-8296, office number(305) 273-7555 or via e-mail AS(.a-VertexArchitecture.com and let me know if you need anything else or have any further questions. Thank you very muc `F AI ' ndro Santamarfa, R.A. AR91405 Miami Shores Village ° BuildingNA Department OCT #2 p � '� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 .gy. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 _ FBC 20 BUILDING Master Permit No.` c-14 — 1 to-? PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r _ ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 196 NE 105 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-013-0630 Is the Building Historically Designated:Yes NO X Occupancy Type: SFR Load: Construction Type: CBS Flood Zone: X BFE: FFE: OWNER:Name(Fee Simple Titleholder):William F. Hulme Ill & loanna Konidari phone#:305-510-7342 Address: 196 NE 105 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Not Applicable Phone#: Email: CONTRACTOR:Company Name: OBRA PRIMA Construction Group LLC Phone#: 305-825-2300 Address: 3408 W. 84 Street, Suite 316 City: Hialeah state: FL Zip: 33018 Qualifier Name: Joel Ripoll Phone#: 305-825-2300 State Certification or Registration#: CGC 1521523 Certificate of Competency#: DESIGNER:Architect/Engineer: Alejandro Santamaria Phone#: 305-785-8296 Address. 10251 SW 72 Street, Suite 104 City. Miami State: FL Zip: 33173 Value of Work for this Permit:$80,000.00 Square/Linear Footage of Work: Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Interior Home Renovation Specify color of color thru the: Lin ' Submittal Fee$ Permit Fee$ CCF$ C /CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Dopl rgmt !Q wU11r-Q fll A fl AG Structural Reviews$ Bond$ Y � � - � TOTAL FEE NOW DUE$ (Revised02/24/2014) AA 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR Theforegoinginstrument was acknowledged before me this The foregoing instrument was acknowledged before me this "lam day of 20 �by S� day of ��AC 20 l 1 . by L.c6L-0►1, ONLIAC ,who is personally known to -3c>C — �WOL�—, who i ersonally known me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: //-I- Sign:_4 _ Sign• _ Print: Print: Seal: Seal: NELSON MEDINA,JP, NELSON MEDINA,JR. NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA '�. STATE OF FLORIDA CM=W FF103142 s•$"' Enlr F�',�(2018 APPROVED BY �� /® Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) n .... o�� Miami Shores Village Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 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.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation iniuries of any person allowed to work under this permit Please check with your insurance carver since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. �Owner I Contractor Print Name: 101/ l��vv+ /� Print Name: Signature:_c/// Signa _ State of Florida) State of Florida) County of Miami-Dade) ..,�-� County of Miami-Dade) S7- Sworn to and subscribed before me this G J Sworn t and subscribed before me this day o ' , ,20�. day of 60L ,20 . By BY (SEAL) ELSON MEDN&JR. (SEAL) Type of Iden' ication pybodType of Id tifica' od MEDMIA,JR. Camn*FF103142 N Y y STATE OF FLORIDA EVIres 6J14/2018 Comm FF103142 ' Expires W1412018 i 04 STATE OF FLORIDA -� DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 850 487-1395 � .� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RIPOLL, JOEL OBRA PRIMA CONSTRUCTION GROUP LLC 3408 W 84 STREET, SUITE 316 HIALEAH FL 33018 f Congratulations! With this license you become one of the nearly 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 barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. ,'. .,,� PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC1521523 ISSUED. 09/14/2014 serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you, subscribe RIPOLL,JOEL to department newsletters and learn more about the Department's OBRA PRIMA CONSTTttJCTI©N GROUP LLC 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, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date : AUG 31,2016 L1409140000725 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1521523 The GENERAL CONTRACTOR Named below IS CERTIFIED , Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 RIPOLL, JOEL 0� 0 OBRA PRIMA CONSTRUCTION GROUP LLC 3408 W 84 STREET, SUITE 316 HIAL,EAH FL 33018 ■ ISSUED: 09/14/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1409140QQ0725` AN Ac RO& CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/17/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER ON E: Frank Rodriguez Florida Premium Insurance A N c Ext): (954)400-5665 ac No: (954)320-0389 2690 Weston Road Ste 200 anDRRESS: frank@floddapremiuminsurance.com INSURER(S)AFFORDING COVERAGE NAIC# Weston FL 33331 INSURER A: ENDURANCE AMERICAN SPECIALTY INSURANC INSURED INSURERS: Obra Prima Construction Group INSURER C: 3408 West 84 Street INSURER D: Suite 316 INSURER E: Hialeah FL 33018 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR SR WVD POLICY NUMBER MMIDD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 X CLAIMS-MADE F—I OCCUR MED EXP(Any one person) $ 5,000 A CBC10001636001 06/18/2014 06/18/2015 -PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 1,000,000 X POLICY PE CT RO LOC $ AUTOMOBILE LIABILITY Ee BINEDaccideitSINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS I AUTOS Peracddent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION T RY LIMIT IT OER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If ea,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Renarks Schedule,K more space Is required) —General Contractor Policy* CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FI 33138 AUTHORIZED REPRESENTATIVE i ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD I JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 2/11/2014 EXPIRATION DATE: 2/11/2016 PERSON: RIPOLL JOEL FEIN: 261944396 BUSINESS NAME AND ADDRESS: OBRA PRIMA CONSTRUCTION GROUP LLC 3408 W. 84 STREET, STE NALEAH FL 33018 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION ** CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/14/2013 EXPIRATION DATE: 6/14/2015 PERSON: MEDINA NELSON JR FEIN: 261944396 BUSINESS NAME AND ADDRESS: OBRA PRIMA CONSTRUCTION GROUP LLC 3408 W. 84 STREET, SUITE AlALEAH FL 33018 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 vo"°F fl'�`�+9 City of Hialeah :b Business Tax Receipt 2014-15 �'oed'oas�` Mayor Carlos Hernandez No: 236115-83 (OLD-1521—) Amount: $ 200.00 The person,firm or corp. listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner: NELSON MEDINA JR. T}pe of Business:New Single—Family Housing Construction (except Operative Builders) OBRA PRIMA CONSTRUCTION GROUP, LLC Business Location: 3408 W 84 ST #316 HIALEAH, FL 33018 3408 W 84 ST 316 Validating No. : 0000 Expires September 30, 2015 THIS IS NOT A BILL 005saa Local Business Tax Receipt -1Viiatni--Daae County, , $10le of Florida _THIS ;IS NOTA BIL ,. 'pO NOT PAY 7163973 BUSINESS N"EMOCATION RECEIPT NO. EXPIRES OBRA PRIMA CONSMurn0N GROUP LLC RENEW L SEPTEMBER 30, 2015 3405 W 84 ST 316 7442978 Must# displayed at place of business HKE.AH(133018 Pursuant to County coe . Ctlaptert3A-AtC.B*6 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVEO l OBRA PRIMA CONSTRUCTION GROUP 196 GENERAL BUILDING CONTRACTOR BY TAx COLLECTOR LLG GGC1521523 $45.00 09/05/2014 WOrker,(s) 2 GiiECK21--14-060548 This 10041 Business Tax Receipt oufq confirms payment of the Local Business Tax.The Bacoipt is not a Ilcense. pemnt,era certification of the hoWee qualifications,to da business.Holdermutt comply witheny govanuaatrtat' or aongovemmentel mgu►latory lavas requirements which,apply to the business, The RECEIPT NO.above must be displayed on all comnte!ciatg� Code Sec Be-276. For nmte information,visit wwvv iniatnidede ttovlHr ' o RD�L,! njiami SLreJ MILe C�R�p1 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACOUISTO,AICP PLANNING 6 ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-4-14-201491 Property Address: 196 NE 105th St. Property Owner/Applicant: William Hulme and Ioanna Konidari Address: 196 NE 105`6 St.Miami Shores,FL.33138 Whereas, the applicant William Hulme and Ioanna. Konidari (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 and Sec. 600. Site plan review and approval required. Garage conversion attached garage. Whereas, a public hearing was held on May 22, 2014 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered,fords: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage to a 100 sq. ft. storage area a 30 sq. ft. laundry room and a hallway. 2) Applicant to provide a 10 ft. side yard setback between the driveway/parking pad and the side plot line. Pagel of 2 DO PZ-4-14-201491—Hulme—Konidari 3) The applicant is not required to create a landscape strip of not less than 5 ft. in width between the residence and driveway. 4) Applicant to obtain all required building permits before beginning work. 5) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Pian Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS)as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami-Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 22 Id day of May, 2014 by the Planning and Zoning Board as follows: Mr.Abramitis YES Mr. Busta YES Mr.Reese YES Mr.Zelkowitz YES Chairman Fernandez YES DateRrhair d M. Fernandez f Chairman,Planning Bo Page 2 of 2 DO PZ-4.14201491 Hulme Konidari � 4 MIAMI SHORES PLANNING AND ZONING BOARD Planning and Zoning Department Staff Report Hearing Date May 22, 2014 Meeting Time 7:00 P.M. File Number PZ-4-14-201491 Folio Number 11-2136-013-0630 Owner William Hulme&loanna Konidari -Applicant Same A ent None Property Address 196 NE 105th Street Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 1 &2 BLK 121 LOT SIZE 106.300 X 130 OR 17462-1514 1296 1 COC 22471-4527 06 2004 4 -PropertySq. Ft. 13,819 1 Building Sq. Ft. 2,574 Flood Zone X Zoning R17.5 Future Land Use Single Family Residential Designation Existing Use One-family dwelling Comprehensive Plan Yes Consistency Existing 1-story; 5 bed/4 bath Year Built 1940 Structure Subject Pursuant to Articles IV,V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval re uired. Garage conversion attached garage. Action Required Approve, Approve with Other Required Village Building Permits Conditions, or Deny the Approvals FDOH/MDEHS and Application MDDRER/EPRD Staff Report David A. Dacquisto, Director, Report Date May 6, 2014 Planning and Zoning Background The property is a comer plot at the southwest corner of NE 105th Street and NE 2nd Avenue. There is also an alley adjacent to the westerly side plot line. The garage is at the side of the residence accessible from the alley at the side of the residence. The original building plans show bedroom #3 as a den with a bathroom. The den had an exterior entrance and was not accessible from inside the house. The applicant proposes to convert the existing attached garage to a 100 sq. ft. storage area a 30 sq. ft. laundry room and a hallway that would connect bedroom#3 to the residence internally. The garage door is to be removed and replaced with doors that swing out for the new storage area. Analysis The applicant is asking the board to allow a connection between the new storage area and driveway for easy access rather than create a landscape strip of not less than 5 ft. in width between the residence and driveway as required by the code. There is space to park 2 vehicles on the parking pad proposed at the side of the residence. The plans show a 5 ft. setback between the driveway/parking pad and the side plot line. A 10 ft. side yard setback is required. 6 y The design is compatible with the neighborhood and community. The proposal is consistent with the technical provisions of the Zoning Code except as noted. Recommendation In acting on a site plan, the Planning Board must make a finding that the proposed improvements comply with the regulations and are harmonious with the community, as required in Articles IV, V and VI of Appendix A Zoning, Sec. 400 and Sec. 600, of the Code of Ordinances, and, in that regard, may add further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Planning and Zoning staff recommends APPROVAL of the site plan to convert a garage to a 100 sq. ft. storage area a 30 sq. ft. laundry room and a hallway, based on the foregoing analysis with a finding that it is consistent with the technical provisions of the Code subject to the following conditions. Should the board find that the applicant merits approval, staff recommends that the following conditions apply: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage to a 100 sq. ft. storage area a 30 sq. ft. laundry room and a hallway. 2) Applicant to provide a 10 ft. side yard setback between the driveway/parking pad and the side plot line. 3) The applicant is not required to create a landscape strip of not less than 5 ft. in width between the residence and driveway. 4) Applicant to obtain all required building permits before beginning work. 5) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami-Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Page 2 of 2 PZ-4-14-201491 Hulme Konidari.docx i FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HULME RESIDENCE Builder Name: Street: 196 NE 105 ST Permit Office: City,State,Zip: Miami Shores,FL,33138- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projected 9. Wall Types (2298.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2163.90 ft2 b.Concrete Block-Int Insul,Exterior R=4.5 134.72 ft2 3. Number of units,if multiple family 1 c,N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2355.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 2355.00 ft2 6. Conditioned floor area above grade(ft2) 2355 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(434.8 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 150 a. U-Factor: Sgl,U=0.89 434.75 ft2 SHGC: SHGC=0.38 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:15.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 32.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.380 14.Hot water systems 8. Floor Types (2355.0 sgft.) Insulation Area a.Electric Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2355.00 ft2 b. Conservation features EF:0.920 b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.185 Total Proposed Modified Loads: 59.11 P A SS Total Standard Reference Loads: 73.79 J-& `7 I hereby certify that the plans and specifications covered by Review of the plans and � ' � this calculation are in compliance with the Florida Energy specifications covered by this 0 Code. calculation indicates compliance ' ,,,,`'° ,�� with the Florida Energy Code. fit., PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 * Q , I hereby certify that this building,as desig d, is in compliance Florida Statutes. with the Florida Energy Cod . 'O WE OWNER/AGENT' BUILDING OFFICIAL: DATE: • •• • • • • ••• • - Compliance requires completion of a Florida Air Barrierfind St?s'fulatl8n IRspectrortChecklist • ••• • ••• • • ••• • ••• • • • • e•• • • • • ••• • • 7/1/201412:33 PM EnergyGauge®USA-FlaRe120141 Sectio4d.4.1 Co leant doftware Page 1 of 6 • •• •• • • • •• •• one 0 0 0 000 • • PROJECT Title: HULME RESIDENCE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2355 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 196 NE 105 ST Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Trp: Miami Shores, Family Type: Single-family FL, 33138- New/Existing: EAsting(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 2355 19617.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2355 19617.2 Yes 8 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 265 ft 0 2355 ft2 ____ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2406 ft2 0 ft2 Medium 0.65 No 0.9 No 0 11.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Ful[attic Vented 300 2355 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main ••30s•• • • •2355% .• 0.11 Wood • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • 7[7/2014 12:33 PM EnergyGauge®USA-FlaRei01 Q R ftin i0E,•4.1 jornil t iftware Page 2 of 6 000 0 0 0 one 0 0 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # nmt In Wall Type SpaceR-Vn 1 N Exterior Concrete Block-Int Insul Main 5 61 8 8 4 513.9 ft2 0 0.75 0 _ 2 E Exterior Concrete Block-Int Insul Main 5 64 8 8 4 538.9 ft2 0 0.75 0 3 S Exterior Concrete Block-Int Insul Main 5 61 8 8 4 513.9 ft2 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 5 64 6 8 4 537.5 ft2 0 0.75 0 5 N Exterior Concrete Block-Int Insul Main 5 7 2 8 4 59.7 ft2 0 0.75 0 6 E Exterior Concrete Block-Int Insul Main 4.5 16 2 8 4 134.7 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None .46 3 6 8 20 ft2 2 E Wood Main None .46 2 6 7 17.5 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 0.89 0.38 19.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single(Clear) Yes 0.89 0.38 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Single(Clear) Yes 0.89 0.38 40.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 N 1 Metal Single(Clear) Yes 0.89 0.38 4.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 N 1 Metal Single(Clear) Yes 0.89 0.38 15.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 E 2 Metal Single(Clear) Yes 0.89 0.38 12.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 2 Metal Single(Clear) Yes 0.89 0.38 15.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 8 E 2 Metal Single(Clear) Yes 0.89 0.38 19.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 9 E 2 Metal Single(Clear) Yes 0.89 0.38 11.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 10 E 2 Metal Single(Clear) Yes 0.89 0.38 7.6 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 11 S 3 Metal Single(Clear) Yes 0.89 0.38 33.3 1`112 2 ft0 in 2 ft 0 in Drapes/blinds None 12 S 3 Metal Single(Clear) Yes 0.89 0.38 22.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 S 3 Metal Single(Clear) Yes 0.89 0.38 3.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 14 S 3 Metal Single(Clear) Yes 0.89 0.38 16.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 15 W 4 Metal Single(Clear) Yes 0.89 0.38 10.2 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 16 W 4 Metal Single(Clear) Yes 0.89 0.38 4.4 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 17 W 4 Metal Single(Clear) Yes 0.89 0.38 7.6 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 18 W 4 Metal Single(Clear) Yes 0.89 0.38 17.8 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 19 W 4 Metal Single(Clear) Yes 0.89 0.38 22.7 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 20 N 5 Metal Single(Clear) Yes 0.89 0.38 11.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 21 E 6 Metal Single(Clear) Yes 0.89 0.38 17.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 22 E 2 Metal Single(Clear) Yes 0.89 0.38 17.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 23 E 6 Metal Single(Clear) Yes 0.86• •Da88• • • 487,0 ft2••2 ft 0 in 2 ft 0 in Drapes/blinds None • •• • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • 7/7/201412:33 PM EnergyGauge®USA-FlaRe&01 46":n 40*.1 Coma6A.Ittware Page 3 of 6 ••• 0 0 0 ••• 0 • r INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 3088.6 169.56 318.88 .345 9.4466 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 32 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15.5 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply -- —Return---- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 150 ft2 Attic 20 ft2 Default Leakage Main (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool' Jan Feb Mar A r Ma Jun Jul Au S Oct Nov Dec HeatinJan Feb Mar f Apr E May Jun Jul f Au [ Sep E Oct Nov Dec VentingJan Feb Mar [X]Apr [ May Jun Jul [ Aug [ ]Se [X]Oct Nov Dec • •• • • • • ••• • ••• • • • • ••• • • 717/201412:33 PM EnergyGauge®USA-FlaResi010W* to 4b5.•d.i impianNoftware Page 4 of 6 ••• 0 • • 000 • • Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(W EH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 •• ••• • • • • • •• •• ••• •• • • • •• 7/7/201412:33 PM EnergyGauge@ USA-FlaRel10Sact 145.i.1 ampLf Stare Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 196 NE 105 ST PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, j programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to= R-2+ accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation pe1orp1ed&atteched.•Minimum efficiencies per Tables 503.2.3. EguipmeQt e�ftci1nc y ye:ifigation required. Special equipment occasion cooling oi•beat%g rapapitl rogpireg separate system or variable capacity§ftteM.•Elebtric Treat>1 OkW must be divided into two or more stages. ...g . ... . . Ceilings/knee walls 405.2.1 R-19 space p;VPittiQ . • • • • ••• • • • • ••• • • 7[7/2014 12:33 PM EnergyGauge®USA-MaReeB016S 6(n 15i.1 iomp�iantAUare Page 6 of 6 000 0 0 0 ••• 9 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 70�� The lower the EnergyPerformance Index,the more efficient the home. 196 NE 105 ST, Miami Shores, FL, 33138- 1. New construction or existing Existing(Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a Concrete Block-Int Insul,Exterior R=5.0 2163.90 ft2 b.Concrete Block-Int Insul,Exterior R=4.5 134.72 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case. No a Under Attic(Vented) R=30.0 2355.00 ft2 6. Conditioned floor area(111:2) 2355 b.N/A R= ft2 7. Windows"" Description Area c. A R= ft2 a U-Factor: Sgl,U=0.89 434.75 ft2 11.Ducts R ft2 SHGC: SHGC=0.38 a Sup:Attic,Ret:Attic,AH:Main 6 150 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a Central Unit 45.0 SEER:15.50 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a Electric Strip Heat 32.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.380 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a Slab-On-Grade Edge Insulation R=0.0 2355.00 ft2 a Electric EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ,TOE SS Construction through the above energy saving features which will be installed (or exceeded) o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complia t feures. �- �, a, ,_.... Builder Signature: r Date: -7 Address of New Home: NeA�6 t3,E `p 5 5T , City/FL Zip: jk�ktk 1 33 t3 g y�► "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida Ene6yQ&W9e Patir19. Gortart the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energytauge.(:orhJDr=nfbrlia=iob and a list of certified Raters. For information about the Florida Building Code, Energy C8vser%&W Anta0le Florida Building Commission's support staff. 99 "`Label required by Section 303.1.3 of the Florida Juildiine4Code, En@V Conservation, if not DEFAULT. ... . ... . . . . . . . . . . . . . • . EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Residential System Sizing Calculation Summary Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 771FHumidi difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F- Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 26255 Btuh Total cooling load calculation 44758 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 121.9 32000 Sensible(SHR= 0.75) 96.3 36000 Latent 162.5 12000 Total 107.2 48000 WINTER CALCULATIONS Winter Heating Load for 2355 s ft Load com onent Load VMdosm Window total 435 sqft 7739 Btuh uernE,s%> , w ' Wall total 1826 sqft 4811 Btuh Door total 38 sqft 345 Btuh �,%z Ceiling total 2355 sqft 1500 Btuh Floor total 2355 sqft 6254 Btuh Infiltration 180 cfm 3970 Btuh Duct loss 1636 Btuh Subtotal 26255 BtuhQ �'%� Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 26255 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2355 s Load component Load Window total 435 sqft 12342 Btuh Wall total 1826 sqft 3609 Btuh Door total 38 sqft 518 Btuh Ceiling total 2355 sqft 3300 Btuh Latwittntert K4%> Floor total 0 Btuh I Infiltration 135 cfm 2233 Btuh Internal gain 13840 Btuh Duct gain 1534 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 37375 Btuh Latent gain(ducts) 446 Bty4 goo 0 s Latent gain(infiltration) 5337 duh • • • • •ou")• F. , .• • • • • . Latent gain(ventilation) 0 BtOfa •• • • • • ••• • omni,%� Latent gain(internal/occupants/other) 1600 g'tdh '•• •• • • •• Total latent gain 7383 Btuh TOTAL HEAT GAIN 44758 •Btuh . •.. • • • • • • : :• • •EverbGaug'e%Ayste=n izi 8th Edition • • PREPARED BS's• DATE: EnergyGawged/uSFIF7'L4.1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 System Sizing Calculations ® Summer Residential Load - Room by Room Component Details Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. Cori) onelrit Loads for l aom • Malta Type" Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hot Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.0% 19.3 0.0 19.3 17 17 330 Btuh 2 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 20.0 0.0 20.0 17 17 342 Btuh 3 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 40.0 0.0 40.0 17 17 684 Btuh 4 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 4.4 0.0 4.4 17 17 76 Btuh 5 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 15.1 0.0 15.1 17 17 258 Btuh 6 1 NFRC 0.38,0.89 B-L No E 2.0% 2.Oft. 12.0 0.0 12.0 17 37 442 Btuh 7 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 15.1 0.0 15.1 17 37 556 Btuh 8 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 19.3 0.0 19.3 17 37 712 Btuh 9 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 11.3 0.0 11.3 17 37 417 Btuh 10 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.0% 7.6 0.0 7.6 17 37 278 Btuh 11 1 NFRC 0.38,0.89 B-L No S 2.Oft. 2.Oft. 33.3 33.3 0.0 17 19 570 Btuh 12 1 NFRC 0.38,0.89 B-L No S 2.Oft. 2.Oft. 22.4 22.4 0.0 17 19 382 Btuh 13 1 NFRC 0.38,0.89 B-L No S 2.Oft. 2.Oft. 3.3 3.3 0.0 17 19 57 Btuh 14 1 NFRC 0.38,0.89 B-L No S 2.Oft. 2.Oft. 16.5 16.5 0.0 17 19 283 Btuh 15 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.Oft. 10.2 0.0 10.2 17 37 376 Btuh 16 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.Oft. 4.4 0.0 4.4 17 37 164 Btuh 17 1 NFRC 0.38,0.89 B-L No W 2.0ft. 2.0ft. 7.6 0.0 7.6 17 37 278 Btuh 18 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.Oft. 17.8 0.0 17.8 17 37 654 Btuh 19 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.Oft. 22.7 0.0 22.7 17 37 834 Btuh 20 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 11.3 0.0 11.3 17 17 194 Btuh 21 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 17.0 0.0 17.0 17 37 626 Btuh 22 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 17.0 0.0 17.0 17 37 626 Btuh 23 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 87.0 0.0 87.0 17 37 3203 Btuh Window Total 1 1 435 s 12342 Btuh Walls Type U-Value R-Value Area(sgft) HTM Load Cav/Sheath 1 Concrete Blk Hollow-Ext 0.13 5.0/0.0 395.0 2.0 780 Btuh 2 Concrete Blk Hollow-Ext 0.13 5.0/0.0 439.1 2.0 866 Btuh 3 Concrete Blk Hollow-Ext 0.13 5.0/0.0 438.4 2.0 865 Btuh 4 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 474.8 2.0 937 Btuh 5 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 48.4 2.0 95 Btuh 6 Concrete Blk,Hollow-Ext 0.14 4.5/0.0 30.7 2.1 65 Btuh Wall Total 1826 ft 3609 Btuh Doors Type Area(sqft) HTM Load 1 Wood-Exterior 20.0 13.8 276 Btuh 2 Wood-Exterior 17.5 13.8 242 Btuh Door Total 38 s ft 518 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load 1 Vented Attic/Light/Shingle 0.032 89.0!4,0. . 92356.0 • • .. 1.40 3300 Btuh Ceiling Total : •.23B5; : 3300 Btuh Floors Type R-Value • . . z® HTM Load .. ..• •. • . . .. 1 Slab On Grade 0.0 2355(ft-perimeter) 0.0 0 Btuh Floor Total 2355.0 s ft 0 Btuh •. •;� •• 2gAe Enveloge6ubtotal: 19768 Btuh . . . . . . . . . . : • . . . ••. • ... . . . • ... . . EnergyGauged/US&A4.1 Page .• • .• . • • •• •• '� 1� ••• • • • ••• • • Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.41 19617 1.00 135.4 2233 Btuh Internal Occupants Btuh/occupant Appliance Load gain 8 X 230 + 12000 13840 Btuh Sensible Envelope Load: 35841 Btuh Duct load Average sealed,Supply(R&O-Attic),Retum(R&O-Attic) (DGM of 0.043 1534 Btuh Sensible Zone Load 37375 Btuh . .. . . . . •.. . of see 00 0 GO . ... . ••• . . SII ... . ••• .• . . . . . . . . . . . . . •. . . . . • • • . . . ••• • 0000 000 0 0 EnergyG4ged/USIF&64.1 a : : Page 2 • • •••••• • • • • • • • • • • •• •• ••• 0 0 • 000 0 0 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 WHt7tE Ht�t1S1sTC�TA�.S N " N Sensible Envelope Load All Zones 35841 Btuh Sensible Duct Load 1534 Btuh Total Sensible Zone Loads 37375 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 37375 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 5337 Btuh Latent ventilation gain 0 Btuh Latent duct gain 446 Btuh Latent occupant gain (8.0 people C0 200 Btuh per person) 1600 Btuh Latent other gain 0 Btuh Latent total gain 7383 Btuh TOTAL GAIN 44758 Btuh r EGtU1PMIr1T . 1. Central Unit TRHE EM#RAP M-048 F48000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(1/2)) - -. (Omt-compass orientation) •• ••• • • • . . •• Version 8 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • ••• • • • • a • • • • • • • • • • • • • • • ••• • EnergyGeugei/US 461.1 ; ; ; Page 3 • • • • • • • • • • • •i •• • • • •• •• ••• • • • ••• • • System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- Building Type: User 7/7/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Companent toads for Ro ►rrr#1:Main r. , Window Panes/Type Frame U Orientation Areas X HTM= Load 1 1, NFRC 0.38(Strnt;etal 0.89 N 19.3 17.8 344 Btuh 2 1, NFRC 0.38(Strrrkpetal 0.89 N 20.0 17.8 356 Btuh 3 1, NFRC 0.38(Strrrl;etal 0.89 N 40.0 17.8 1712 Btuh 4 1, NFRC 0.38(StrrrMetal 0.89 N 4.4 17.8 79 Btuh 5 1, NFRC 0.38(StrrrMetal 0.89 N 15.1 17.8 269 Btuh 6 1, NFRC 0.38(Strnt;etal 0.89 E 12.0 17.8 214 Btuh 7 1, NFRC 0.38(Strr4;etal 0.89 E 15.1 17.8 269 Btuh 8 1, NFRC 0.38(Strr4;etal 0.89 E 19.3 17.8 344 Btuh 9 1, NFRC 0.38(Strnt;etal 0.89 E 11.3 17.8 202 Btuh 10 1, NFRC 0.38(Strrrffletal 0.89 E 7.6 17.8 134 Btuh 11 1, NFRC 0.38(StrrrMetal 0.89 S 33.3 17.8 593 Btuh 12 1, NFRC 0.38(Strr4;etal 0.89 S 22.4 17.8 398 Btuh 13 1, NFRC 0.38(Strnt;etal 0.89 S 3.3 17.8 59 Btuh 14 1, NFRC 0.38(Strnt;etal 0.89 S 16.5 17.8 294 Btuh 15 1, NFRC 0.38(Strnt;etal 0.89 W 10.2 17.8 182 Btuh 16 1, NFRC 0.38(StrrrMetal 0.89 W 4.4 17.8 79 Btuh 17 1, NFRC 0.38(Strnt;etal 0.89 W 7.6 17.8 134 Btuh 18 1, NFRC 0.38(Strrr"etal 0.89 W 17.8 17.8 316 Btuh 19 1, NFRC 0.38(Strrrl;etal 0.89 W 22.7 17.8 403 Btuh 20 1, NFRC 0.38(Strnt;etal 0.89 N 11.3 17.8 202 Btuh 21 1, NFRC 0.38(StrrrMetal 0.89 E 17.0 17.8 303 Btuh 22 1, NFRC 0.38(Strrrl;etal 0.89 E 17.0 17.8 303 Btuh 23 1, NFRC 0.38(StrrrMetal 0.89 E 87.0 17.8 1549 Btuh Window Total 434.8 s ft 7739 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 395 2.63 1039 Btuh 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 439 2.63 1155 Btuh 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 438 2.63 1153 Btuh 4 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 475 2.63 1249 Btuh 5 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 48 2.63 127 Btuh 6 Conc Blk,Hollow - Ext (0.141) 4.5/0.0 31 2.82 87 Btuh Wall Total 1826 4811 Btuh Doors Type Storm Ueff. •• ••: 9.A,e% •••HTM= Load 1 Wood- Exterior, n (0.460) •• •; ••; ;21 ;•; •• 9.2 184 Btuh 2 Wood- Exterior, n (0.460) 918 k ; .,,• 9.2 161 Btuh Door Total 38 s 34513tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30`.' A0 : Ilk : .`. 0.6 1500 Btuh Ceiling Total ��0 • :•: 2 55 t • : : 1500Btuh Floors Type Ueff. •R46lue •Size X ••• HM= Load 1 Slab On Grade (1.180) 0.0 265.0 ft(perim.) 23.6 6254 Btuh Floor Total 23 6254 Btuh EnergyGaugej/USFSF L&A i : : Pagel • •• •• • • • •• •• Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- Building Type: User 7/7/2014 Room Envelope Subtotal: 20649 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 19617 1.00 180.5 3970 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DLM of 0.066) 1636 Btuh Room#1 Sensible Room Subtotal 26255 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 26255 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 26255 Btuh atFW IClUi �tIEIVT 1. Electric Strip Heat 32000 Btuh Key:Window types- NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) •• ••• • • • • • •• Version 8 • •• • •• • • • • • •• ••• •• W • • •• ••• • ••• • • • • • • • • •• • •• • • • • • • ••• • ••• • • • ••• • • EnergyGauge!/UsiF��d.1 i i : Page 2 • •• •• • • • •• •• 000 0 0 0 ••• • • 4 r FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HULME RESIDENCE Builder Name: Street: 196 NE 105 ST Permit Office: City,State,Trp: Miami Shores,FL,33138- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projected 9. Wall Types (2298.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2163.90 ft2 b.Concrete Block-Int Insul,Exterior R=4.5 134.72 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types (2355.0 sgft.) Insulation Area 5. Is this a worst case. No a.Under Attic(Vented) R=30.0 2355.00 ft2 6. Conditioned floor area above grade(ft2) 2355 b.N/A R= - ft2 Conditioned floor area below grade(W) 0 c.N/A R= ft2 11.Ducts R 112 7. Windows(434.8 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 150 a. U-Factor: Sgl,U=0.89 434.75 ft2 SHGC: SHGC=0.38 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:15.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 32.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.380 14.Hot water systems 8. Floor Types (2355.0 sga.Electric Tankless Cap:1 gallonsft.) Insulation Area EF:0.920 a Slab-On-Grade Edge Insulation R=0.0 2355.00 ft2 b. Conservation features b.N/A R= ft2 None c.WA R= ft2 15.Credits Pstat Glass/Floor Area: 0.185 Total Proposed Modified Loads: 59.11 PACs Total Standard Reference Loads: 73.79 I hereby certify that the plans and specifications covered by Review of the plans and -flaE S7� this calculation are in compliance with the Florida Energy specifications covered by this ' p Code. calculation indicates compliancer ,�� with the Florida Energy Code. PREPARED Y Before construction is completed r DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as de ' ned, is in compliance Florida Statutes. with the Florida Energy Cod Cpwe $« OWNER/AGENT' j BUILDING OFFICIAL: DATE: QATE. - Compliance requires completion of a Florida%1r Ba4er dhd U119111lon Inspection Checklist • • • • • • • • • • • • • • • • ••• • • • • ••• • • 717/2014 12:33 PM EnergyGlugeo 1 jSV-R2Jps2010 9e ct on:105.4.1 Compliant Software Page 1 of 6 • •• •• • • • •• •• ••• • • • ••• • I PROJECT Title: HULME RESIDENCE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2355 Lot# Owner: Total Stories: 1 Block/SubDMsion: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 196 NE 105 ST Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Trp: Miami Shores, Family Type: Single-family FL, 33138- New/Epsting: Existing(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp 1/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 2355 19617.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2355 19617.2 Yes 8 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 265 ft 0 2355 ft2 _-_- 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2406 ft2 0 ft2 Medium 0.65 No 0.9 No 0 11.8 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2355 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) •• •Main• • . 30. • 2355 ft2 0.11 Wood •• ••• •• • • • •• • ••• • ••• • • ••• • ••• • • • • ••• • • • • ••• • • 7/7/2014 12:33 PM EnergyGaugei+J3As Fja 20?0 S%titg:05.4.1 Compliant Software Page 2 of 6 Ii L WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below R-V2h1e Et In Ft In Area R-Vah le Erection AhQnr 0 1 N Exterior Concrete Block-Int Insul Main 5 61 8 8 4 513.9 ft2 0 0.75 0 2 E Exterior Concrete Block-Int Insul Main 5 64 8 8 4 538.9 ft2 0 0.75 0 3 S Exterior Concrete Block-Int Insul Main 5 61 8 8 4 513.9 ft2 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 5 64 6 8 4 537.5 ft2 0 0.75 0 5 N Exterior Concrete Block-Int Insul Main 5 7 2 8 4 59.7 ft2 0 0.75 0 6 E Exterior Concrete Block-Int Insul Main 4.5 16 2 8 4 134.7 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None .46 3 6 8 20 11112 2 E Wood Main None .46 2 6 7 17.5 ft2 WINDOWS Orientation shown is the entered,Pro sed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 0.89 0.38 19.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single(Clear) Yes 0.89 0.38 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Single(Clear) Yes 0.89 0.38 40.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 N 1 Metal Single(Clear) Yes 0.89 0.38 4.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 N 1 Metal Single(Clear) Yes 0.89 0.38 15.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 E 2 Metal Single(Clear) Yes 0.89 0.38 12.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 2 Metal Single(Clear) Yes 0.89 0.38 15.1 ft2 2 ft 0 in 2 It 0 in Drapes/blinds None 8 E 2 Metal Single(Clear) Yes 0.89 0.38 19.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 9 E 2 Metal Single(Clear) Yes 0.89 0.38 11.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 10 E 2 Metal Single(Clear) Yes 0.89 0.38 7.6 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 11 S 3 Metal Single(Clear) Yes 0.89 0.38 33.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 12 S 3 Metal Single(Clear) Yes 0.89 0.38 22.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 S 3 Metal Single(Clear) Yes 0.89 0.38 3.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 14 S 3 Metal Single(Clear) Yes 0.89 0.38 16.5 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 15 W 4 Metal Single(Clear) Yes 0.89 0.38 10.2 ft2 2 It 0 in 2 ft 0 in Drapes/blinds None 16 W 4 Metal Single(Clear) Yes 0.89 0.38 4.4 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 17 W 4 Metal Single(Clear) Yes 0.89 0.38 7.6 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 18 W 4 Metal Single(Clear) Yes 0.89 0.38 17.8 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 19 W 4 Metal Single(Clear) Yes 0.89 0.38 22.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 20 N 5 Metal Single(Clear) Yes 0.89 0.38 11.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 21 E 6 Metal Single(Clear) Yes 0.89 0.38 17.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 22 E 2 Metal Single(Clear) Yes 0.89 0.38 17.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 23 E 6 Metal Single(Clear) ••• Ye9 *0.82• 90.:8 ••• 87.0 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • ••• • • • • one • 7/7/201412:33 PM Ener • gyGauged WSp a F&R$s20j0 Sfji?%105.4.1 Compliant Software Page 3 of 6 L INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 3088.6 169.56 318.88 .345 9.4466 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 32 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15.5 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ---Supply---- ----Return---- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 150 f12 Attic 20 f12 Default Leakage Main (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r May Jun Jul Au S Oct Nov Dec HeatinJan Feb Mar f Apr f May Jun Jul 4 AunSe f Oct Nov Dec VentingJan Feb Mar [X]Apr [ may Jun Jul [ Aug S [X]Oct Nov Dec • • . • • • . 7!7/201412:33 PM Energyl%4gej WSA;Fi4s20:0 S �iQrLV5.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 86 66 Heating(W EH) AM PM 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 go •• ••• •• • • • •• • ••• • •.• • • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• • 7/7/201412:33 PM EnergyGawge4WS9 a FIa O j20i)Sjjle% 05.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 196 NE 105 ST PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to= R-2+accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters t� minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizi%calculation performed&attached. Minimum efficiencies per Tattles A3�2$t i rrbri efi'i8iency verification required. Special equipment occasion epoknj or tall capacity requires separate system or varVble%Mpactty syster�t lestric heat>10kW must be divided into two or more stages. Ceilings/kneewalls 405.2.1 Ji 5.;.* •'. • • • • • • • • 7/7/201412:33 PM EnergyGaigef lift 6F1(0114120:0 SPyAh�1005.4.1 Compliant Software Page 6 of 6 ••• • • • ••• • • II ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. 196 NE 105 ST, Miami Shores, FL, 33138- 1. New construction or existing Existing(Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2163.90 112 b.Concrete Block-Int Insul,Exterior R=4.5 134.72 ft2 3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms 4 d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2355.00 ft2 6. Conditioned floor area(ft2) 2355 b.N/A R= ft2 7. Windows- Description ,area c.WA R= ft2 a. U-Factor: Sgl,U=0.89 434.75 ft2 11.Ducts R ft2 SHGC: SHGC=0.38 a.Sup:Attic,Ret:Attic,AH:Main 6 150 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:15.50 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 32.0 COPA.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.380 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2355.00 ft2 a.Electric Cap:1 gallons EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied With the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) © � � 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complio fegsures. Builder Signature: �� Date: T� Address of New Ho e: lq b N is 4oS 5�'_ City/FL Zip: t\\ ktAN 3 WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtair g F•Igrida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge wet:site at.1prle1gy1a1g f corm.for information and a list of certified Raters. For information about the Florida Building Cbde,Mefgg QorEsgv;tiomcontact the Florida Building Commission's support staff. •• 660 •• • • • ••16 **Label required by Section 303.1.3 of the-Rorida Buidug Code, Egergy Conservation, if not DEFAULT. . . • . . . . . . . . EnergyGauge®USA-FlaRest010 Setfidni 405.4.1 Compliant Software OV • •• •• • • • •• •• ••• • • • ••• • • Residential System Sizing Calculation Summary Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatinci load calculation 26255 Btuh Total cooling load calculation 44758 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 121.9 32000 Sensible (SHR= 0.75) 96.3 36000 Latent 162.5 12000 Total 107.2 48000 WINTER CALCULATIONS Winter Heating Load for 2355 sqft) Load component Load -V Window total 435 sqft 7739 Btuh Wall total 1826 sqft 4811 Btuh Door total 38 sqft 345 Btuh Ceiling total 2355 sqft 1500 Btuhm�c, Floor total 2355 sqft 6254 Btuh Infiltration 180 cfm 3970 Btuh Duct loss 1636 Btuh °�> Subtotal 26255 Btuh Fftm*24%' Ventilation 0 cfm 0 Btuh vaedsc,a%} TOTAL HEAT LOSS 26255 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2355 sqft) Load component Load Window total 435 sqft 12342 Btuh Wall total 1826 sqft 3609 Btuh Door total 38 sqft 518 Btuh Ceiling total 2355 sqft 3300 Btuh Lstert•t*MaK4%> Floor total 0 Btuh Infiltration 135 cfm 2233 Btuh a - ""�a°'x`28%D Internal gain 13840 Btuh Duct gain 1534 Btuh z Sens.Ventilation 0 cfm 0 Btuh y Blower Load 0 Btuh f Total sensible gain 37375 Btuh Ceftgsc7%a Latent gain(ducts) 446 Btuh Latent gain(infiltration) +• +3170 :Btu% ' ' •• ""`'3```%} �" • • • Wawa°.%) Latent gain(ventilation) • +:0•::B=uhi %: •+ Latent gain(internal/occupants/other) 10 01600 +•Btuh • • ..• Total latent gain 7383 Btuh TOTAL HEAT GAIN • 758 B • • • .• • • • • System izin 8th Edition ••:E*"erqyGauge@ PREPARED BY: a DATE: • • Eaer j�Wgr/JSRF 1B v3.1 L stern Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference:58gr. Cornporient Loads for Room#1 Main: AN Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 19.3 0.0 19.3 17 17 330 Btuh 2 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 20.0 0.0 20.0 17 17 342 Btuh 3 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 40.0 0.0 40.0 17 17 684 Btuh 4 1 NFRC 0.38,0.89 B-L No N 2.0ft. 2.Oft. 4.4 0.0 4.4 17 17 76 13tuh 5 1 NFRC 0.38,0.89 B-L No N 2.Oft. 2.Oft. 15.1 0.0 15.1 17 17 258 Btuh 6 1 NFRC 0.38,0.89 B-L No E 2.0ft. 2.Oft. 12.0 0.0 12.0 17 37 442 Btuh 7 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 15.1 0.0 15.1 17 37 556 Btuh 8 1 NFRC 0.38,0.89 B-L No E 2.0ft. 2.Oft. 19.3 0.0 19.3 17 37 712 Btuh 9 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 11.3 0.0 11.3 17 37 417 Btuh 10 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.Oft. 7.6 0.0 7.6 17 37 278 Btuh 11 1 NFRC 0.38,0.89 B-L No S 2.0ft. 2.Oft. 33.3 33.3 0.0 17 19 570 Btuh 12 1 NFRC 0.38,0.89 B-L No S 2.0ft. 2.Oft. 22.4 22.4 0.0 17 19 382 Btuh 13 1 NFRC 0.38,0.89 B-L No S 2.Oft. 2.0ft. 3.3 3.3 0.0 17 19 57 Btuh 14 1 NFRC 0.38,0.89 B-L No S 2.0ft. 2.Oft. 16.5 16.5 0.0 17 19 283 Btuh 15 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.0ft. 10.2 0.0 10.2 17 37 376 Btuh 16 1 NFRC 0.38,0.89 B-L No W 2.0ft. 2.Oft. 4.4 0.0 4.4 17 37 164 Btuh 17 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.Oft. 7.6 0.0 7.6 17 37 278 Btuh 18 1 NFRC 0.38,0.89 B-L No W 2.0ft. 2.Oft. 17.8 0.0 17.8 17 37 654 Btuh 19 1 NFRC 0.38,0.89 B-L No W 2.Oft. 2.Oft. 22.7 0.0 22.7 17 37 834 Btuh 20 1 NFRC 0.38,0.89 B-L No N 2.0ft. 2.Oft. 11.3 0.0 11.3 17 17 194 Btuh 21 1 NFRC 0.38,0.89 B-L No E 2.0ft. 2.Oft. 17.0 0.0 17.0 17 37 626 Btuh 22 1 NFRC 0.38,0.89 B-L No E 2.Oft. 2.0ft. 17.0 0.0 17.0 17 37 626 Btuh 23 1 NFRC 0.38,0.89 B-L No E 2.0ft. 2.Oft. 87.0 0.0 87.0 17 37 3203 Btuh Window Total 1 435 ft 12342 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 395.0 2.0 780 Btuh 2 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 439.1 2.0 866 Btuh 3 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 438.4 2.0 865 Btuh 4 Concrete BIKHollow-Ext 0.13 5.0/0.0 474.8 2.0 937 Btuh 5 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 48.4 2.0 95 Btuh 6 Concrete Blk,Hollow-Ext 0.14 4.5/0.0 30.7 2.1 65 Btuh Wall Total 1826 s 3609 Btuh Doors Type Area(sqft) HTM Load 1 Wood-Exterior 20.0 13.8 276 Btuh 2 Wood-Exterior 17.5 13.8 242 Btuh Door Total 38 518 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle Q.•0g2 30.0/0.0 2355.0 1.40 3300 Btuh CeilingTotal ••• • : ••• : : ,02355 3300 Btuh Floors Type •• •; ; ft• uQ•; • Size HTM Load 1 Slab On Grade •• ••' •• b.0 • • •• 2355(ft-perimeter) 0.0 0 Btuh Floor Total 2355.0 ft 0 Btuh ':' ; ••; ; •done Envelope Subtotal: 19768 Btuh ••. . •.• • . . . • . • • • • • • • • . too • . • .•• • • .. E�er. •ug.e®/ARFA v3.1 Page 1 • •• •• • • • •• •• Z t it ••• 0 • • 000 • • Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.41 19617 1.00 135.4 2233 Btuh Internal Occupants Btuh/occupant Appliance Load gain 8 X 230 + 12000 13840 Btuh Sensible Envelope Load: 35841 Btuh Duct load Average sealed,Supply(R&O-Attic),Retum(R&G-Attic) (DGM of 0.043 1534 Btuh Sensible Zone Load 37375 Btuh . . . . . . . . . . . .. . . . . ... . . ... . ... . . ... . ..•. . . . . • • • . • ... ... . . . . ... . . Ener�gy�a�ige®{USTitFZB ir3.1 Page 2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manual J Summer Calculations Residential Load - Component .Details (continued) Project Title: Climate:FL MIAMI_INTL_AP 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- 7/7/2014 WHOLE Ht�"USE TIw}TAis� 6 Sensible Envelope Load All Zones 35841 Btuh Sensible Duct Load 1534 Btuh Total Sensible Zone Loads 37375 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 37375 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 5337 Btuh Latent ventilation gain 0 Btuh Latent duct gain 446 Btuh Latent occupant gain (8.0 people @ 200 Btuh per person) 1600 Btuh Latent other gain 0 Btuh Latent total gain 7383 Btuh TOTAL GAIN 44758 Btuh EUI SENT ", 1. Central Unit RHEEM#RAPM-048 48000 Btuh "Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Drapedes(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(1/2)) (Omt-compass orientation) •• ••• • • • • • •• version 8 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • Ene"4e®=US:IFZB P.1 Page 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- Building Type: User 7/7/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F(MJ8 99%) s Com rtnent. 000 fto Room 1 "IVlain Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.38(StrrrMetal 0.89 N 19.3 17.8 344 Btuh 2 1, NFRC 0.38(StrrTMetal 0.89 N 20.0 17.8 356 Btuh 3 1, NFRC 0.38(Strrigetal 0.89 N 40.0 17.8 712 Btuh 4 1, NFRC 0.38(Strrrlf1etal 0.89 N 4.4 17.8 79 Btuh 5 1, NFRC 0.38(Strnyetal 0.89 N 15.1 17.8 269 Btuh 6 1, NFRC 0.38(Strnt;etal 0.89 E 12.0 17.8 214 Btuh 7 1, NFRC 0.38(StrrrMetal 0.89 E 15.1 17.8 269 Btuh 8 1, NFRC 0.38(Strr4;etal 0.89 E 19.3 17.8 344 Btuh 9 1, NFRC 0.38(Strr4;etal 0.89 E 11.3 17.8 202 Btuh 10 1, NFRC 0.38(StrrrMetal 0.89 E 7.6 17.8 134 Btuh 11 1, NFRC 0.38(Strnlioetal 0.89 S 33.3 17.8 593 Btuh 12 1, NFRC 0.38(StrrrMetal 0.89 S 22.4 17.8 398 Btuh 13 1, NFRC 0.38(Strrrlfletal 0.89 S 3.3 17.8 59 Btuh 14 1, NFRC 0.38(StrnMetal 0.89 S 16.5 17.8 294 Btuh 15 1, NFRC 0.38(StrrTMetal 0.89 W 10.2 17.8 182 Btuh 16 1, NFRC 0.38(StrrTMetal 0.89 W 4.4 17.8 79 Btuh 17 1, NFRC 0.38(StrrTMetal 0.89 W 7.6 17.8 134 Btuh 18 1, NFRC 0.38(Strrfloetal 0.89 W 17.8 17.8 316 Btuh 19 1, NFRC 0.38(Strrtgetal 0.89 W 22.7 17.8 403 Btuh 20 1, NFRC 0.38(StrrrMetal 0.89 N 11.3 17.8 202 Btuh 21 1, NFRC 0.38(Strrrff1etal 0.89 E 17.0 17.8 303 Btuh 22 1, NFRC 0.38(StrrTMetal 0.89 E 17.0 17.8 303 Btuh 23 1, NFRC 0.38(Strr(Metal 0.89 E 87.0 17.8 1549 Btuh Window Total 434.8 s 7739 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 395 2.63 1039 Btuh 2 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 439 2.63 1155 Btuh 3 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 438 2.63 1153 Btuh 4 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 475 2.63 1249 Btuh 5 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 48 2.63 127 Btuh 6 Cone Blk,Hollow - Ext (0.141) 4.5/0.0 31 2.82 87 Btuh Wall Total 1826 4811 Btuh Doors Type Stol"UeF i ••. •Area X HTM= Load 1 Wood- Exterior, n•.(0.4% •; 20 9.2 184 Btuh 2 Wood- Exterior, n•.(V.4JQ) •.: ••• ; ..-18 9.2 161 Btuh Door Total 38 t 3456tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shin j•�(0-GM :90US0.0 2U5 0.6 1500 Btuh Ceilin Total • . . . . PA5 150013tuh Floors Type eff. •R-Value••• iae X HTM= Load 1 Slab On Grade (1.180) 0.0 265.0 ft(perim.) 23.6 6254 Btuh Floor Total 355 s ft 6254 Btuh s EnUSj3FZB Q.1 Page 1 • • • • • • • • • • • .• .. • . • •• •• Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 196 NE 105 ST HULME RESIDENCE Miami Shores, FL 33138- Building Type: User 7/7/2014 Room Envelope Subtotal: 20649 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 19617 1.00 180.5 3970 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DLM of 0.066) 1636 Btuh Room#1 Sensible Room Subtotal 26255 Btuh HOLE HOUSE Tt)Ti4LS Subtotal Sensible Heat Loss 26255 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 26255 Btuh EQURPMENT 1. Electric Strip Heat 32000 Btuh Key:Window types- NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) •• 00: • • • • • • Version 8 • •• • • • • ••• • • • • • • • • • • • • EnergyUgA/USRFZB v3.1 Page 2 • •• •• • • • •• •• ••• • 0 0 000 Y • U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name WILLIAM HULME Policy Number. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 196 NE 105 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 1-2,BLOCK 121,OF AMENDED PLAT OF SEC.NO.5, PLAT BOOK 10,PG.47 MIAMI-DADECOUNTY,FL. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25'36'24.99"N Long.80'20'24.73"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosures) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq In c) Total net area of flood openings In A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO302 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: Bl 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources SystemRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No (CB Designation Date:N/A I] CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:N/A Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 17 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 12.50. ®feet ❑meters b)Top of the next higher floor N/A. ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet ❑meters d)Attached garage(top of slab) 10.50. ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 10.42. ®feet ❑meters (Describe type of equipment and location In Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9.43. ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 10.63. ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 9.43. ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ® Check here if comments ate provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name GEORGE IBARRA License Number 2534 Titre LAND SURVEYOR Company Name NOVA SURVEYORS,INC. Address 55827T"ST,SUITE 202 City MIAMI State FL ZIP Code 33126 Signature Date 04/18/2014 Telephone (305)2642660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces) all previous editions. IMPORTANT: In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE; Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 196 NE 105 ST City MIAMI SHORES State FL ZIP Code 33138 Company MAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments SECTION C 2(E)LOWEST ELEV MACHINERY IS A/C PAD.LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH.CROWN OF ROAD ELEVATION=10.64FT.A/C LOCATED IN SOUTH SIDE OF PROPERTY. Signature Date 04/18/2014 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,If available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is [3 feet [3 meters ❑above or LJ below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this Information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name WILLIAM HULME Address 196 NE 105 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable Item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following Information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Titie Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. RECEIVED MAYS 0 2014 B Y: GO" PY KON/DAR//RUCHE RESIDENCE -196 NE 105 ST., MIAMI SHORES, FL., 33138- STRUCTURAL CALCULATIONS Alejandro SanfamaNa AR9>405 10251 SW72St, Mfami, FL., 83173 Ph: 805.492.9499 Fax., 805.595.9696 4 WINDOWS AND DOORS PRESSURE (ASCE 7-10) , Project: HULME RESIDENCE Building Characteristics h = 13.50 ft Engineer: L= 61.60 ft(Short) Printedon. 411a114 B= 64.33 ft(Long) h/L= 0.22 (To det.Cp,ASCE 7-10,Fig 27.4-1,page 264 Roof Press.) LB= 0.96 (To det.Cp,ASCE 7-10,Fig 27.4-1,page 264 Wall Press.) Z= 8.10 ft Zmin= 15 ft(Terrain Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256) C= 0.20 it(Terrain Exposure Constants,ASCE 7-10 TABLE 269-1,page 256) 1 = 500 ft(Terrain Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256) E= 0.20 it(Terrain Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256). Design Criteria ASCE 7-10 Category 11 (ASCE 7-10, TABLE 1.5-1,page 2) Exposure C (ASCE 7-10,26.7.3,page 251) V= 175 mph(ASCE 7-10,26.5.1,Fig,26.5-1A TO 1C) 1.00 KZ= 0.85 (Velocity Pressure Exposure Coefficient,also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 1.00 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6.1,page 250,based on structure type) Velocity Pressure qZ=0.00256 KZ Kd V2 [Ibs/ft] (Eq. 27.3-1) (NOTE.section 27.3.2 of ASCE 7-10 does not apply(i.e.,Kzt=1.0)) %= 66.64 PSF Determination of wind pressure(p) (ASCE 7-10, CHAPTER 27,PAGE 259,Main Force Resisting System) p=q*G*Cp-gh(GCpi) Vb/ft2] (Eq.27.4-1) (ASCE 7-10,27.4-1,page 260,Rigid building of all heights) Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures) IZ= 0.228 (Eq.26.97) LZ= 427.06 (Eq.26.9-9) Q= 0.91 (Eq.26.9-8) Therefore: G= 0.88 (ASCE 7-10,26.9.4,(Eq.2a 9-6)) And, Ge pi+= 0.18 (Internal Pressure Coefficient,TABLE 26.11-1,page 258)Ener afar open nldgs.0.55 for par5ally encased bags.or 0.18 for mdosed bags. Gem= -0.18 (internal Pressure Coefficient,TABLE 26.11-1.page 258) Walls (L/B)-0.96 WINDWARD SIDE Cp= 0.8 (Fig.27.4-1,page 264) Cp= -0.7 (Fig.27.4-1,page 264) P+= 20.83 psf P+_ -31.72 psf p-= 35.22 psf p-_ -17.32 psf LEEWARD AS COMPONENTS&CLADDING(max) Cp= -0.5 (Fig.26.4-1,page 264) P=F x qZ with A= 33.00 ft2 P+_ -24.71 psf F(-)zone 5= -1.397 p-_ -10.32 psf P= -93.09 psf Frain next page: Net Uplift -28.72 psf(Interior) -49.55 psf(Overhang) WINDOWS AND DOORS PRESSURE (ASCE 7-10) Project: HULME RESIDENCE 0 rngheer: 0 Determination of wind pressure{continuation} Roof Normal to Ridge h1L= 0.22 WINDWARD 8 = 18.60 Cp= -0.7 (Fig.27.41,page 264) P+_ -31.72 psf P-_ -17.32 psf LEEWARD Cp= -0.5 (Fig.26.4-1,page 264) P+_ -24.71 psf P-_ -10.32 psf Parallel to Ridge WINDWARD Cp= -0.9 (Fig.26.4-1,page 264) P+_ -38.72 psf P-_ -24.33 psf LEEWARD Cp= -0.9 (Fig.26.4-1,page 264) P+_ -38.72 psf P-_ -24.33 psf At overhangs (if dwe are no overhangs,Ignore this section) Overhangs -0.8 Cp= -0.9 P= -59.55 psf Net Uplift -28.72 psf(Interior) -49.55 psf(Overhang) Printed on. 4118114 Project: HULME RESIDENCE 0 WINDOWS AND DOORS PRESSURE (ASCE 7-10) 3 Engineer: 0 Components Cladding From wind analysis: qZ= 66.64 PSF Determine a: a= 6.16 ft or 5.4 ft (whichever is smaller) 5.4 oontroois but not leas that 2.464 ft or 3 ft 3 aontrois Use a= 5.4 ft Windows and Doors Pressure qz= 66.64 PSF EXPOSURE C CATEGORY II P=Fxq(psf) WINDOW/ SIZE(aprox.) AREA F(-) F(-) F(+) p. p_ p+ DOOR ID w(ft) h(ft) (SF) ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-)1 ZONE 5{-) ZONE 4&6 23:21::: ..::.:-1.Z15 1:45.1::. . .,1::115 : -48.60.: ::;.-58:Q9 44. B 4.42 3.17 14.01 -9.254 -1.528 1.154 -50.15 -61.11 46.15 411:7`';: 2 .73. . 1;208: -1.435 1::908: ;: 4828 57:3:8:: '44-28-- D 9.25 5.25 48.56 -1.159 -1.338 1.059 -46.33 -53.48 42.34 1.580 :: .:. ?::1.80 -51;18..:. ::..:fi3:17 ,:'::4�... F 6.17 3.17 19.56 -1.229 -1.477 1.129 -49.12 -59.06 45.12 ' G. 3:0$".. 2:47:.;:.; . :6;6$: .. . -4;25(t:.:: 1:580. 4;180..`: i.i-:18: =63.17. 47:1$':. H 3.08 3.17 9.76 -1.280 -1.580 1.180 -51.18 -63.17 47.18 -11.261 1:280... 1:5t}Q:: 1980 : 54..18 €i3::t7 ; .'47:18 J 3.08 4.17 12.84 -1.261 -1.542 1.161 -50.41 -61.64 46.41 K. 7YU677.:77 W.:'4.280 1,5813 1.180:;:. 51:18. 63.17- 3.00"..: 3:173.{10'. DO 2.50 6.70 16.75 -1.240 -1.501 1.140 -49.60 -60.01 45.60 ':. ': .4:'G:. . 2:50:::; .;. ;, �7p:.:: '::1G;75.,:. : :=1:24f�.: °.•;-1.�� , 'f.:1;40'`< :: X43:60 -60,Q'i. .. .. _ 45:60 :; D2 2.50 7.00 17.50 -1.237 -1.494 1.137 -49.46 -59.74 45.46 77777777 Special cases for negative pressure(zone 4 8:zone 5 combined) WINDOW/ TOT.AREA PRESSURE PARTIAL DIMENSIONS 11 PART.AREA AVE.P tm) DOOR ID (fe) aft) h ft (f?) (psf) 0.00 0.00 O Printed on: 4118114 14-47, ±�46, low {�` Was. Mae �y� •�rJ PAN 'A N ti !'rte fII , ,3 - - EXIST. $ • 1 I L Dra I f '�� tE®11& EXIST. DINING `�yf 4 EXIST. 1 I ROOM 1 ® BEDROOM4 b 'AN. • ppm CHEN O IBMs • — ww `_ h ® 1Y-11/1' y��pa W.I.C. I VEST, 1 I 1 1 HALLWAY t" IVA, -o d" ® I Y 1t�7• � 1 �I Q ENOVATED I I EXIST. GMT 8ATH 41 �p LAVING PORCH3 1, uw n • AA// EXIST. EXIST. I I ROOM 'L 3 PE IR FAMILY I I � TERRACE ROOM ,499°' b l l ii { i X 47.�/Zfe - 4�33 R.//- !I I I .f. 11 a 47, w-1 I W.x� lO 444.E EXIST. I 0 BEDROM2�Vr iia1o�o11w+V mnwro alr a 1 -swoar�lloolca,lar�o�w RELOWED. II HALLWAY AST AIC "' G,��g ✓C :, ®I I -- a ® r wll�t pita wrs 11L Ialalm Ip — LIN MASTER • HC.� {IOI q �t © II SATH a r x-a II O I . s a I MASTER 47,/9, BEDROOMRol z-,3 17 • ! /8/-• ® I �. I • W.I.C. L . II �� 1 FLOOR PLAN N A'3 SCALE:1!4°=V-T Jos, SHEET Nor OF CALCULATED BYE DATM CHECKED BYs DATEt SCALES r I ! I I : : i I - -... - ---- ---- ----'- ISG( ; mow ------------ i i I I f I i 1 I ....�.. i _ I I 1 I y , r I ------------- I I , = I i t , I : I I I _ 1 � i I I Project Title: .- Engineer: Project ID: Project Descr: 4Y Title Block lane 6 _...:.. .,. ....: .....:.:::. : =: �11fAtCiA. ..�.. �1 YYEF]DX _......... _ . , ::. . .. ..: .. ...:.:..... :...,........ . _::r..:. :.2tit4 4.a:26,Ve�:i�1 KW-06006224 Description: JOIST CDI REFERENCES ., .. Calculations per NQS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:2012 IBC&ASCE 7-10 Material Properties Analysis Method:Allowable Stress Design Fb-Tension 1,200.0 psi E:Modulus of Elasticity Load Combination 2012 1 BC&ASCE 7-10 Fb-Compr 1,200.0 psi Ebend-xx 1,600.0 ksi Fc-PdI 1,550.0 psi Eminbend-xx 580.0 ksi Wood Species :Southem Pine Fc-Perp 565.0 psi Wood Grade :No.2: 2"-4" Thick: 8"Wide Fv 175.0 psi R 650.0 psi Density 35.440 pcf Beam Bracing :Completely Unbraced a.o U0.04) =MEMOS 24 Span=10.0 ft Appiied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0270, L=0.040, Tributary Width=1.0 ft,(W) _DESIGN SU'MMARr • .Maximum Bending Stress Ratio = 0.6891 Maximum Shear Stress Ratio = 0.233 : 1 Section used for this span 2X8 Section used for this span 2x8 fb:Actual = 764.80psi fv:Actual = 40.81 psi FB:AOowable = 1,110.56psi Fv:Allowable = 175.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span . = 5.000ft Location of maximum on span = 0.000ft - = n II; Span#where maximum occurs - Span#1 Span#where maximum occurs Spa #1 Maximum Deflection Max Downward L+Lr+S Deflection 0.119 in Ratio= 1010 'h Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.199 in Ratio= 603 Max Upward Total Deflection 0.000 in Ratio= 0<W Maidnsum Forces 8 Stresl3 1br Load Combinafths Load CornWhation Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C I Cr C m C t CL M fb Fb V fv F v D Only 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 c Length=10.0 it 1 0.278 0.094 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.34 308.20 1110,56 0.12 16.45 175.00 +D+L+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 " Length=10.0 it 1 0.669 0.233 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.84 764.80 1110.56 0.30 40.81 175.00 +D+Lr+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 j Length=10.0 ft 1 0,278 0.094 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0,34 308.20 1110.56 0.12 16.45 175.00 +0+S+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 j Length=10.0 It 1 0.278 0.094 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.34 308.20 1110.56 0.12 16.45 175.00 +D-r0.750Lr+0.750L+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.586 0.198 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.71 650.65 1110.55 0.25 34.72 175.00 +D+0.750L+0.750S+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.0a 0.00 Length=10.0 ft 1 0.586 0.198 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.71 650.65 1110.56 0.25 34.72 175.00 E V Project Title: "Tp0 En ;neer. Pra�ea Descr. Title Black Line 6Prete 1Q 18 PPR 2014, WA ........:...... . ......:.:.: - .,... KW-06006224 Description: JOIST Load Combination Max Stress Ratios Moment Values SlearValtes Segment Length Span# M V C d C FN C i C r C m C t CL M fb F'b V fir F'v +D+0.60W+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.278 0.094 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0,34 308.20 1110.56 0.12 16.45 175.00 +D+0.70E+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.278 0.094 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.34 308.20 1110.56 0.12 16.45 175.00 +D+0.750Lr+0.750L+0.450W+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10,0 ft 1 0.586 0.198 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.71 650.65 1110.56 0.25 34.72 175.00 +D+0.750L+0.750S+0.450W+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.586 0.198 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.71 850.65 1110.56 0.25 34.72 175.00 +D+0.750L+0.750S+0.5250E+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.586 0.198 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.71 650.65 1110.56 0.25 34.72 175.00 +0.60D+0.60W+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.167 0.056 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.20 184.92 1110.56 0.07 9.87 175.00 +0.600+0.70E+H 1.00 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length=10.0 It 1 0.167 0.056 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.20 184.92 1110.56 0.07 9.87 175.00 •"Oval Modmum Deflections=,Unfactort Load Combination Span Max Dell Location in Span Load Combination Max-'+Dell Location in Span D+L 1 0.1989 5.036 0.0000 0.0DO Vt3rF W Read6ns-Unihctored Support notation:Far left is#1 Values in IaPS Load Combination Support 1 Support 2 Overall MAX6man 0.335 0.335 Overall MINlmum 0.135 0.135 D Only 0.135 0.135 L Only 0.200 0.200 D+L 0.335 0.335 � �G�W� . Project Tits: �f� /� Engineer. Project ID: Project Descr. 60 Title Block Una 6 Prbft&.18APR 2014,11:0 RA T. Lie. KW-06006224 Description: l-MGER"A" Code References Calculations per 2012 NQS, IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Ledger Width 3.0 in Design Method:ASD(using Service Load Combinations Ledger Depth 7.250 in Wood Stress Grade: Southern Pine, No.2: 2"-4' Thick: Ledger Wood Species Southern Pine- Fb Allow 1,200.0 psi G:Specific Gravity 0.55 Fv Allow 175.0 psi Bolt Diameter 518"in Fyb:Bolt Bending Yield 45,000 psi Bolt Spacing 24.0 in Concrete as Main Supporting Member Cm-Wet Service Factor 1.0 Using 6"anchor embedment length in equations. Ct-Temperature Factor 1.0 Using dowel bearing strength fixed at 7.5 ksf per NDS Table 11 E Cg-Group Action Factor 1.0 C A-Geometry Factor 1.0 Uniform Load 24in Bolt Spacing 24in Bolt S acroa 24in Bolt Spacing Load Data -- Dead hoof Live Floor Live Snow Wind Seismic Earth Uniform Load... 100.0 pff 0.0 pif 200.0 pif pif plf pif pif Point Load... lbs; lbs lbs; lbs Itis lbs lbs Spacing in Offset in Horizontal Shear lbs lbs Itis lbs lbs lbs lbs Project Title: 1,o&,, 400-1d!r- ef&6:'f9.0 Engineer: Nrojem ID: Project Descr: C� Title Block Line 6 Prftd 18APR M,11:0Nd r,.... C� 4. 4 .215TRtx;T:.11CALt�. .7.-.. ... .. .tea.: '.:... ;.:.....e:•:'.?. l .... .. .. ,..._ .... ..... ....._. _ .... ... .. .f .s.... _ .. Imo... _�i .. KW-0600622 Description: LEDGER W DESIGN SUAFAM1T>r :. Maximum Ledger Bending Maximum Bolt Bearing Summary Dowel Bearing Strengths Load Combination... Load Combination... (for specific gravity&bolt diameter) +D+L+H +D+L+H Ledger,Perp to Grain 7,500.0 ksi Moment 100.0 ft-Ib Max.Vertical Load lbs Ledger,Parallel to Grain 7,500.0 ksi fb:Actual Stress 39.137 psi Bolt Allow Vertical Load 735.49 lbs Supporting Member,Perp to Grain 3,250.0 ksi Fb:Allowable Stress 1,200.0 psi Supporting Member,Parallel to Grair 6,150.0 ksi Stress Ratio 0.03261 :1 Max.Horizontal Load 0.0 lbs Balt Allow Horizontal Load 1,719.06 lbs Maximum Ledger Shear Load Combination... Angle of Resultant 90.0 deg +D+L+H Diagonal Component 600.0 lbs Shear 300.0 lbs Allow Diagonal Bolt Force 735.49 lbs fv:Actual Stress 41.379 psi Stress Ratio,Wood @ Bolt 0.8158:1 Fv:Allowable Stress 175.0 psi Stress Ratio 0.23651 Allowable Bolt Capacriy Note! Refer to 2005 NDS Section 11.3 for Bolt Capacity calculation method. Governing Load Combination. .tD+L+H Resutant Load Angle:Theta= 90.0 deg Rheta = 1.250 Fe theta = 735.49 Bolt Capacity-Load Pe ndr dicular to Grain Bolt Capacity-Load Parallel to Grain Fern 7,500.0 Fes 3,250.0 Fyb 45,000.0 Fem 7,500.0 Fes 6,150.0 Fyb 45,000,0 Re 2,308 Rt 2.0 Re 1.220 Rt 2.0 k1 1.301 k2 1.619 k3 0.9012 k1 0.7902 k2 1.142 k3 1.049 Im :Eq 11.3-1 Rd= 5.0 Z= 0.0 Ibs Im :Eq 11.3-1 Rd= 4.0 Z= 0.0 lbs Is :Eq 11.3-2 Rd= 5.0 Z= 1,218.75 Ibs Is :Eq 11.3-2 Rd= 4.0 Z= 2,882.81 lbs II :Eq 11.3-3 Rd= 4.50 Z= 1,761.59 Ibs II :Eq 11.3.3 Rd= 3.60 Z= 2,531.26 lbs Illm:Eq 11.34 Rd= 4,0 Z= 2,027.20 lbs Him:Eq 11.3.4 Rd= 3.20 Z= 2,918.67 IN Ills :Eq 11.3-5 Rd= 4.0 Z= 735.49 lbs Ills :Eq 11.3-5 Rd= 3.20 Z= 1,432.03 Ibs IV :Eq 11.3-6 Rd= 4.0 Z= 805.43 lbs IV :Eq 11.3.8 Rd= 3.20 Z= 1,229.06 lbs Zmin:Basic Desgn Value= 735.49 lbs Zmin:Basic Design Value = 1,229.06 lbs Reference design value-Perpendicular W Grain: Reference design value-Parallel to Grain: Z*CM*CD*Ct*Cg*Cdelta = 735.49 lbs Z*CM*CD*Ct*Cg*Cdelto = 1,229.06 lbs 3 t OBRA PRIMA Construction Group imate CGC #1521523 34o8 W. 84 Street 3 -mm Suite 316 Hialeah, FL 33oi8 8/18/2014 000000138 305-825-2300 info@obraprimacg.com 305-8x5-2302 www.obraprimacg.com 3 William Hulme 196 NE:1o5 Street s Miami Shores,FL 33138 k ( 0 lkc', � "s E n �� fr,. a\,,;,. �,Y..:. ✓a�f .`�,, lz g, x.. � , .i,.r� ��., " .,.,..,,;L'. ,..``��...,,, ,, ,�, ,s:€ ... , :%,,°� ,,. New Electrical for Interior of Home Decora Switches and Receptacles to be 1 91100.00 99100.00 Decora Tamper Resistant Receptacles per code. New Carrier 4 Ton 16 SEER System,Replace all Ductwork to meet R6 Per 1 9,080.00 9,080.00 Code,New Plenum and Rigid:Metal Duct to connect from Master Side to supply Kitchen and South portion`of home. 4 All new PVC supply lines from exterior meter into home,all waste lines 1 10,180.00 10,180.00 S replaced with PVC to existing septic system,ProMAX 8o Gallon Water Heater �1, Demolition of interior walls and interior ceilings as needed per plans. All Interior Wall and Roof ftaming as specified per plans. Insulation as specified per plains. y � s Interior Walls and Ceiling ai specified per plans with New Drywall;and ' Smooth Finish ' ion and New Framing as-requir d per plans.. Complete Bathroom Demolit Installation of Bathroom Tile for all Bathrooms as detailed per plans(Labor Only) Frameless Glass shower Enclosures for all Bathrooms,Door Hardware to be selected by Owners) All Interior Doors to be Solid Core 6 panel Colonial Style with Matching Casings g` Flooring Restoration of existing Wood Floors and Replacement of Wood Flooring in affected areas ofc6nst:uction will be matched as best efforts,exact MZm duplication cannot be guarantied All materials will Bona oil based coverings. Interior Baseboard Trim up t512"supplied with installation Crown Molding for Master B-Broom;Master Bathroom,and Nursery Room. f All Exterior Painting provided by SherwinWiUijvW4-1po jPaigt,Loxpn Primer to be applied to all exterior surfaces,Interi r V7alls ane CgiVn$s:o=ec'ti-N. Interior Primer and Paint ProMar 40o to be pro%ded ley Zh$r,4irCVT,1A4am%,• colors to be selected by Owner(s) '• ••• •• • • • •• Existing Roof and Exterior Masonry Surfaces to be Pressure Washed Prior to Painting • ••• .. .a• . . • •• • • •• • • • • s•• • , God bless You.We appreciate your business! � : : gale 1 Ef 3 �m0� _ • . • . • . . • . • ••• • • • ••• 0 • i OBRA PRIMA!Construction Group 1 � (;GC #1521523 3408 W. 84 Street ? Suite 316 Hialeah, FL 33018 8/18/zo14 000000138 305-825-2300 info@obraprimacg.com 305-825-2302 www.obraprimacg.com �q n n William Hulme 196 NE Io5 Street ! Miami Shores,FL 3313 �.,- `.moi, 3 j MONlyftgEa.�?k v! a s rs Exterior,Stucco to be repaired asbest efforts to match existing Stucco Surface of surrounding exterior walls as.ileeded f Termite Tenting Paver Materials for Driveway/Walkway as detailed on Sheet A-1 with Revision '`' Dated 7/1/2014. y Garbage Dumpster and Hauling Building Cost 1 40,000.00 40,000.00 ImpacE Windows and Doors as per schedule outlined per sheet A3 including I I2,000.00 12,000.00 ,� installation Owner(s)to Progide All EleOitricaj Fixtures and Lighting Accessories::. Owner(s)to Provide All Plumbing Fixtures,Sinks,Tubs,Water Closets;and Bidets Owner(s)to Provide All Doo'Hardware Owner(s)to Provide All Cabinetry and Vanities r Owner(s)Eo Provide All Tile and Mortar as required ! Landscaping To Be Determined and Not Included in this proposal !ds v2-.._ L�2�t�Gi� �� .f /fir ! �J�sy► -Alp Yag - /� fle `y� • •• • • • • • • S�y�y I7Jc?•—� � '' �Gv { �' �� i i• i i l i i y , .. .. God bless you,we appreciate your business! 7 ME, 1 • • Vale 2'f . • , r • • • a .0 3. • `` OBRA PRIMA Construction Group ti CGC #15zi5z3 1' 3408 W. 84 Street 'r, , Suite 316 ` Hialeah, FL 33oi8 8/18/2014 000000138 3 0 -825-2300 info obra rimae com 5@ p g• f 3o5'825-2302www.obraprimacg.com �3 3 William Hulme. i j7 196 NE:io5 Street Miami Shores,FL 3310 — 3 £ "Exhibit A-CONTRACT"is the contract and T s conditions of this Estimate for acceptance by f owner(s)or owner representatives) ' **This proposal is produced by visible inspection N and pricing may change after the demolition phase if conditions revealed are different then on the approved drawings or if the scope of work is altered by the Building Department of the LqcatMunicipality durin the approval process,if -_. I'Mpermits are required or at theowner(s)request to changes)to the scope of work at an additional cost to be detailed as a Change Order. 60 t-6 { **Does not include the cost of pe#mits if Required,Actual Cost of Permit will tbe paid by Owner or Contracting Firm and Receipt provided to Owners} and/or Owner(s)Representative for Reimbursement With Payment Due to F� Contracting Firm at time Perinit(fi)is/are obtained before Work will begin. { Unless Specified in this Proposal 1t is an Exclusion. ANY and ALL EXCLUSIONS required either by Architect,,Engineer,Local � . Municipality,Building Inspector,or requested by Owner(s)will result in a Change order for additional cost unless specified in this proposal. CHANGE ORDERS: Any_Change Order(s)required by either Architect,Engineer,Local Municipality,Building Inspector,or requested U Og jger•(s)•or Qwt4eris) • Representative will require Full Payment at ti1e of acteocga$d gpfrdt7atby �' �.• . ,• • • ,•,a• • Owner(s)before work can continue: � 03 j • • • • • • • • • 3 a £ti -'y.fi�4 � • ••• we Y•• O • 00 0 • •• • • •• • • Y • 33 s God bless you,tie appreciate your business! Total S8o,360.00 • Q 3bf3: 000 0• •• •• • • • •• •• Receipt-Builaxom https://www.build.com/index.cfm?page=checkout: eccipt&orderNunL.. Need Help? Call (800) 375-3403 nli om. Sr ome lP11pr+3b'Ement, Order 61785842 - placed 12/2/2014 Unit G>ty, Total Price Kohler K-13504 $43.24 1 $43.24 Kelston Double Post Tissue Holder Vibrant Brushed Nickel Ships in 1 to 2 business days Kohler K-394-4 $248.94 2 $497.88 Devonshire Widespread Bathroom Faucet with UltraGlide Valve and Quick Mount Technology -Free Metal Pop-Up Drain Assembly with Purchase Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-13491-4 $247.53 1 $247.53 , x Kelston Widespread Bathroom Faucet with Ultra-Glide Valve Technology - Free Metal Pop-Up Drain Assembly with purchase Vibrant Brushed Nickel Ships in 1 to 2 business days Kohler K-1948-LA $764.77 1 $764.77 Archer 66" ExoCrylic Three-Wall Alcove Soaking Tub with Left Drain and Comfort Depth Design White Ships in 1 to 2 business days Kohler K-T398-4 $270.00 1 $270.00 X r ;' Devonshire Deck Mounted Roman Tub Faucet Trim with Metal Lever Handles Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-T13492-4 $176.81 1 $176.81 Kelston Rite-Temp Tub and Shower Faucet Trim Vibrant Brushed Nickel Subtotal: $4,159.91 Freight(LTL) Shipping: $0.00 Tax(0.00%): $0.00 Grand Total: $3,346.57 �1 of 3 9/21/2015 3:24 PM Receipt-Build.com https://www.build.conVindex.cfm?page=checkout:receipt&orderNum... i Order 61785842 - placed 12/2/2014 Unit Qty,. Total Price Ships in 1 to 2 business days Kohler K-10554 $40.87 1 $40.87 Devonshire Double Post Spring-Loaded Tissue Holder Vibrant Polished Nickel Ships in 1 to 2 business days " Kohler K-T396-4 $135.00 1 $135.00 Devonshire Rite-Temp Pressure-Balancing Shower Faucet Trim with Lever Handle Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-10551 $45.46 1 $45.46 Devonshire 24 Inch Towel Bar Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-1146 $1,068.48 1 $1,068.48 Proflex Collection 60" Drop In Jetted Whirlpool Bath Tub with Reversible Drain White Ships in 1 to 2 business days Kohler K-304-K $62.40 4 $249.60 `$ Rite-Temp 1/2 Inch Pressure-Balancing Valve NA Ships in 1 to 2 business days Kohler K-13501 $48.54 1 $48.54 - Kelston 24"Towel Bar Vibrant Brushed Nickel Ships in 1 to 2 business days Kohler K-11677 $59.82 1 $59.82 Swiftflo adjustable trip lever Bathtub Drain, 20-gauge brass, for 18-1/2"to 20-1/2" baths Polished Chrome Ships in 1 to 2 business days Subtotal: $4,159.91 Freight(LTL) Shipping: $0.00 Tax(0.00%): $0.00 Grand Total: $3,346.57 2 of3 9/21/2015 3:24 PM Receipt-Build.com https://www.bi ild.com/index.cfrn?page=checkout:receipt&orderNunL.. Order 61785842 - placed 12/2/2014 Unit Qty,. Total Price Kohler K-9696 $266.86 1 $266.86 6 Jet Trim Kit for Flexjet Whirlpools - White Ships in 1 to 2 business days LizKohler K-300-K $84.80 1 $84.80 gjf,jl� 1/2 Inch High-Flow Valve System NA Ships in 1 to 2 business days Kohler K-7271 $160.25 1 $160.25 Slotted Overflow Brass Bath Drain from the Clearflo Collection Vibrant Brushed Nickel Ships in 1 to 2 business days Subtotal: $4,159.91 Freight(LTL) Shipping: $0.00 Tax(0.00%): $0.00 Grand Total: $3,346.57 Charged to: Discover ending in 4363: $3,346.57 Charge will show as "Bund.com, Inc'on your card statement. Billing Address Bill Hulme 1155 NE 119th St. Miami, FL 33161 Shipping Address Bill Hulme 196 NE 105 St. Miami, FL 33138 View order status: https://wwwbuid.com/indexcfm?page=ecrm:order&ordernumber=61785842&postal=33161 3 of 3 9/21/2015 3:24 PM Receipt-Build.com https://www.build.coff/index.cfin?page=checkout:receipt&orderNura.. Need Help? Call (800) 375-3403 nulur, Sr arter Hoyte fmprovement. Qty,. Order 62980268 - placed 8/20/2015 Unit Total Price y , Kohler K-T396-4 $143.69 1 $143.69 Devonshire Rite-Temp Pressure-Balancing Shower Faucet Trim with Lever Handle Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-394-4 $264.96 1 $264.96 I-11 Devonshire Widespread Bathroom Faucet with UltraGlide Valve and Quick Mount Technology- Free Metal Pop-Up Drain Assembly with Purchase Vibrant Polished Nickel Ships in 1 to 2 business days Subtotal: $408.65 Standard Delivery Shipping: $0.00 Tax(0.00%): $0.00 Grand Total: $408.65 Charged to: Discover ending in 4363: $408.65 Charge will show as "Build.com, Inc"on your card statement. Billing Address Bill Hulme 1155 NE 119th St. Miami, FL 33161 Shipping Address Bill Hulme 1501 NW 10th Avenue BRB 627 Miami, FL 33136 View order status: https://vmw..build.com/indexcfm?page=ecrm:order&ordernumber=62980268&postal=33161 1 of 1 9/21/2015 3:26 PM Receipt-FaucetDirect.com https://www.faucetdirect.com/index.cfin?page=checkout:receipt&ord... Need Help? Call (800) 864-2555 Faure Direct.Cemr A Buikd.com Network Site Order 61979013 -placed 1/21/2015 Unit Price Qty„ Total - Kohler K-394-4 $248.94 2 $497.88 "f 1 Devonshire Widespread Bathroom Faucet with UltraGllde Valve and Quick Mount Technology-Free Metal Pop-Up Drain Assembly with Purchase Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-T398-4 $270.00 1 $270.00 Devonshire Deck Mounted Roman Tub Faucet Trim with Metal Lever y Handles Vibrant Polished Nickel Ships in 1 to 2 business days Kohler K-10551 $45.46 1 $45.46 Devonshire 24 Inch Towel Bar Vibrant Polished Nickel Ships in 1 to 2 business days Subtotal: $813.34 Standard Delivery Shipping: $0.00 Tax(0.000/6): $0.00 Grand Total: $813.34 Charged to: Discover ending in 4363: $813.34 Charge will show as"Build.aom, Ina'on your card statement. Billing Address Bill Hulme 1155 NE 119th St. Miami, FL 33161 Shipping Address Bill Hulme 16334 SW 11th St. Pembroke Pines, FL 33027 View order status: https://www.faucotdirect.coryindox.cfm?page=ecrmorder&ordernumber=61979013&postal=33161 ©2000-2095 Build.com,Inc.All Rights Reserved. 1 of 1 9/21/2015 3:26 PM a OBRA PRIMA Construction Group Estimate ` CGC #1521523 �F 3408 W. 84 Street x` r n. Suite 316 Y Hialeah, FL 33018 8/18/2014 000000138 305-825-2300 info@obraprimacg.com z; 305-825-2302 www.obraprimacg.com William Hulme 196 NEIoS Street Miami Shores,FL 33138 l 1 ti �� ..._. "aid ,�;�• F'r..�;,, M, .L<..d..7, s i?"!✓t.r"�; ,.;r -® r_ • • ., ,,_.,r...: g' ,"` 2: ® ma r�a/3 ? .: • r y, New Electrical for Interior of Home Decora Switches and Receptacles to be 1 9,100.00 9,Ioo-ooL Decora Tamper Resistant Receptacles per code. w a New Carrier 4 Ton 16 SEER System,Replace all Ductwork to meet R6 Per 1 9,080.00 9,080.00 A C. ` Code,New Plenum and Rigid Metal Duct to connect from Master Side to supply Kitchen and South portion.of home. All new PVC supply lines from exterior meter into home,all waste lines1 10,180.00 10,180.00 �L• replaced with PVC to existing septic system,ProMAX 8o Gallon Water Heater Demolition of interior walls and interior ceilings as needed per plans. x All Interior Wall and Roof framing as specified per plans. v Insulation as specified per plans. 2 ter., Interior Walls and Ceiling as specified per plans with New Drywall and Smooth Finish }f Complete Bathroom Demolition and New Framing as required per plans. 4 y Installation of Bathroom Tile for all Bathrooms as detailed per plans(Labor 11, Only) ORA- Frameless Glass shower Enclosures for all Bathrooms,Door Hardware to be 10 ;gm selected by Owner(s) All Interior Doors to be SolidCore 6 panel Colonial Style with Matching Casings Lsixg Flooring Restoration of existing Wood Floors and Replacement of Wood ' Flooring in affected areas of cbnst uction will be matched as best efforts,exact duplication cannot be guaranteed ll materials will Bona oil based coverings. y t Interior Baseboard Trim up tQ 51 ¢"supplied with installation Crown Molding for Master B room Master Bathroom,and Nursery Room. F All Exterior Painting provided by Sherwin Wiltiams,A-Iqo Pair}t,LQx(?n Primer to be applied to all exterior surfaces,Interior`falls anij Cej;;inW" ps qo)'ecoiv 0 .Interior Primer and Paint ProMar 40o to be pro-04ed b'y {hdra!in;VG;ill{ami, colors to be selected by Owner(s) Existing Roof and Exterior Masonry Surfaces to be Pressure Washed Prior to Painting r N , 1� God bless you,we appreciate your business! Hese 1 6f 3 , t a 3 OBRA PRIMA Construction Group Estimate F CiGC#1521523 3408 W. 84 Street �� ''��9 0- S ul e g-Suite 316 Hialeah, FL 33018 8/18/2014 000000138 305-8z5-23oo info@obraprimacg.com 3o5-8z5-23o2 www.obraprimacg.com f William Hulme 196 NE 105 Street Miami Shores,FL 33138 -- ~ - -- -. pry: WE OB xI Exterior Stucco to be repaired as best efforts to match existing Stucco Surface of tW surrounding exterior walls as needed Termite Tenting Paver Materials for Driveway/Walkway as detailed on Sheet A-i with Revision Dated 7/1/zo14. 4 Garbage Dumpster and Hauling Building Cost 1 40,000.00 40,000.00 Impact Windows and Doors as per schedule outlined per sheet A3 including 1 12,000.00 17,000.00 installation µ Owner(s)to Provide AllElectrical Fixtures and Lighting Accessories- Owner(s)to Provide All Plumbing Fixtures,Sinks,Tubs,Water Closets,and Bidets 51 r - �� Owner(s)to Provide All Door Hadware Owner(s)to Provide All Cabinetry and Vanities s N Owner(s)to Provide All Tile and;Mortar as required �� Landscaping To Be Determined and Nat Included in this proposal r Eg s � a 3 G%YCyd - �'�►t- it'eia�i p�►.!` �v��sr• e�J /S— &/or, ,f /a . tlY/1 n / 1 1 14 .4e- EDM L aero �v�o� God bless you,we appreciate your businessl 6adje 2 of 3: Y�N Xf.A 3 , OBRA PRIMA Construction Group Estimate t ? CGC #1521523 a 340$ W. 84 Street sm suite 316 " n z Hialeah, FL 33018 8/i8/2014 000000r38 305-825-z30o info@obraprimacg.com ' A 3o5-8z5-2302 www.obraprimacg.com TI psi --RW '� �� • �`�'�;`"tea djyY� YF�.r-! r /� 1� r - William Hulme F 'x r96 NE 1o5 Street Miami Shores,FL 33138 _, ..._.. :. O . . A 4i , 9 F 12MI M z "Exhibit A CONTRACT"is the contract and conditions of this Estimate for acceptance by -NN �; owner(s)or owner representative(s) **This proposal is produced by visible inspection and pricing may change after the demolition phase if conditions revealed are different then on the approved drawings or if the scope of work is altered by the Building Department of the Local Municipality during the approval process,if ` permits are required or at the own`r s request to chanes to the scope of work � P 9 F ( ) q $ ( ) p atan additional cost to be detailedas a Change Order. Does not include the cost of permits if Required,Actual Cost of Permit will be paid by Owner or ContractingFirm and Receipt provided to Owner(s) -� >' and/or Owner(s)Representative for Reimbursement With Payment Due to � Contracting Firm at time Permits)is/are obtained before Work will begin. M-1 Unless Specified in this Proposal it is an Exclusion. tq Vq ANY and ALL EXCLUSIONS re''quired either by Architect,Engineer,Local Municipality,Building Inspector,or requested by Owner(s)will result in a change order for additional cost ur}less specified in this proposal. �r CHANGE ORDERS: hAny Change Orderurr ,,. yC ..,. $ (s)re q 4by either Architect,Engineer,Local " Munro ali Building Ins ector or requested by,Ow er,s or 9w (s) P tY� g P 9q ), Re resentative will require Full Payment at tit4e of ace i ce,ar d royal b P 9 Y ii 4 P 4 P}� Y � .: y Owner(s)before work can continue. ; e God bless you, appreciate your business! Total SBo,96o.00 H��c�3 6f 3 Miami Shores Village g c Building Department FEB 25 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 By. Tel:(305)795-2204 Fax:(305)756-8972 0 7 UMBER:(305)762-4949 BUILDING lub er Permit No. PERMIT APPLICATION --- --- Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ® REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 196 NE 105 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-013-0630 Is the Building Historically Designated:Yes NO X Occupancy Type: SFR Load: Construction Type: CBS Flood Zone: X BFE: FFE: OWNER:Name(Fee simple Titleholder):William F. Hulme II I & loanna Konidari Phone#:305-510-7342 Address: 196 NE 105 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Not Applicable Phone#: Email: CONTRACTOR:Company Name: OBRA PRIMA Construction Group LLC Phone#: 305-825-2300 Address: 3408 W. 84 Street, Suite 316 City: Hialeah State: FL Zip. 33018 qualifier Name: Joel Ripoll Phone#: 305-825-2300 State Certification or Registration#: CGC 1521523 Certificate of Competency#: DESIGNER:Architect/Engineer: Alejandro Santamaria Phone#: 305-785-8296 Address: 10251 SW 72 Street, Suite 104 Cit: Miami state: FL Zip: 33173 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Interior Home Renovations/ Impact Door and Windows �� / 1-00L Fe4�C, i;:70P_ Accf5S e��li✓ R el 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$ (Revised02/24/2014) I 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 The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,�� day of ' 20 1� by day of 'f 0! 20 ,by V��k,l �V�_ who i ersonall known to —S--G '`- ,wh is er It known to me or who has produced 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: Si Sign Pri Print: GQ— Seal: NELSON MEDIN&'R' Seal: NELSON MEDINA,JR. NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Cam FF103142 C=n*FF103142 APPROVED BY Plans Examiner Zoning y Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department LBY B 25 2 15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 4 6-8972 CTI I ONE JMB :( 5}762-4949 FBC 20tk3 BUILDING __—_ ter Permit No. 0? PERMIT APPLICATION Sub Permit No.Mc, Z) ❑BUILDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q! _ CONTRACTOR DRAWINGS JOB ADDRESS: �• 1� Com: Miami Shores County: Miami Dade zip: Folio/Parcel#:t�-26(p —®`3- lJo�Q Is the Building Historically Designated:Yes NO B/ Occupancy Type Load: Construction Type Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):WSU`134 A F.V e-LA V""4one#(3 510-234Z Address:�� City: 3IA-1�3, �� State: Zip: *33 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: leo I Phone#: Gb U-,-,-7 Address: 2f �� ' Cc ' qq City: / ;. State: Zip: 1 V`7D Qualifier Name: ! / Phone#: State Certification or Registration(#: 6 Aco !QX 66 Certificate of Competency#: DESIGNER:Architect/Engineer: HLA r'lAWr Phone#: ? S AddressAC)Z5 7 ( ", `7- 1 V'( City: State:FL— Zip: 33 -73 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New K3 Repair/Replace ❑ Demolition Description of Work: 4R-PC--D-LG C- ).c. W v,.k-rT . A Da 1 7D61 -S-U 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$ ' 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 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 v Signature OWNER or AGENT C NTRACTCFR— The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �� .20 by Z� day of � Ze .20 1� by L'►U � .who is o a ly known to) �eJ�Q,b7 who i ersonally know to me or who has produced 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: Print: AOL& 73-�- Print: � 1 Seal: 4*- *1C"nn* INO NELSON MEDIINA,JR. Seal: NON Tom MEDM ' STATE OF FLORIDA STATE OF FLORIDA FF103142 Cmm*FF103142 �6,1;}41f�41� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village CF,! Building Department FEB 25 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY. Tel:(305)795-2204 Fax:(305)756-8972 NE PHONE NUMBER:(305)762-4949 FBC 20 La BUILDING � � Permit No. 'e, 1 ( 0'7 PERMIT APPLICATION may` Permit No.1 J� 1� _Ob!) ❑BUILDING ® ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: II ! Iyea City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 1 ' Z 13(®—013 a O(A0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 6 o OWNER: Name(Fee Simple Titleholder):VJM%4M E: VU I.LJ. A109,ninCk Phone#: (3M)G(®' Address: 1q(p N F, %®5 STY-ea City: Mkcck I S cores State: iy� �L Zip: 3-3138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � 11Y1� eC �rl�( �11��9�1(� Phone#: �- G83'2000 Address: 32D(o NW 12S STrie 1 city: Qpck 1.-Q*Ca State: L Zip: -3-3o�kA Qualifier Name: (K"QAGe.1 E. �(.l'i l Q Phone#:(30S) (o's8• Woo State Certification or Registration#: EC COO IS N Certificate of Competency#: nn DESIGNER:Architect/Engineer: I e-_W-Lb9_o 1-0182 r Phone#: Address:)®Z5� f:� —1Z Y 4M-1 C)q City: MOWS Stated.- Zip:3312 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: A&b b 'SOKE- ft®LT (1 FLE Ci(Ll—x_ GU i LE—15 , �T1-4�P�•��c.� Specify color of color thru tile: l Submittal Fee$ Permit Fee$ �!0e_-f 7AO' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ CIO (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 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 i Signaturel:�� '//,"'/V ' OWNER or AGENT CONTRACTOR ThG going instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of 20 ,by day of Ak&1 20 fly by who i rsonally known to1��QSea C �(�1Z1� ,who is person=known me or who has produced 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: n: 77, Print: Print: I NOTARY PUBLIC w��" Seal: Seal: °ti...... ' A,6 ley Hu o BTATE OF FLORIDA OMMISSICN#EE 194256 Cmm#FF103142 [RES:JUN.24,2016 Fxnlres 614 4MI8 +oWCN1N•AARONNOTARY.com APPROVED BY 349P Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department �`�° ` �- _.,� 10050 N.E.2nd Avenue Miami Shores Florida 33138 FEB 2 5 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 BY: a FBC 20 10 BUILDING , 1�a ter Permit No.Q. — I 10—) PERMIT APPLI I! (p ub Permit No.� �.� ❑BUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION ❑ EXTENSION ❑RENEWAL FM-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 196 NE 105 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-013-0630 Is the Building Historically Designated:Yes NO X Occupancy Type: SFR Load: Construction Type: CBS Flood Zone: X BFE: FFE: OWNER:Name(Fee Simple Titleholder):William F. Hulme II I & loanna Konidari Phone#:305-510-7342 Address: 196 NE 105 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Not Applicable Phone#: Email: CONTRACTOR:Company Name—A--.'q_;. ItA��wo�i ��RC� Phone#: Addressl��: �o� f,0 e>2> City:tbm_ State: Zip: 33 1 �� Qualifier Name: /��ej_OAU �. � iii i•.� Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Alejandro Santamaria Phone#: 305-785-8296 Address: 10251 SW 72 Street, Suite 104 City. Miami State: FL Zip: 33173 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Plumbing Renovation 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$ (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 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 inspect`on will not be approved and a reinspection fee will be charged. Signature Signature C''~ g � OWNER or AGENT CONTRACTOR The effo�Eg oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this "1-� l �J day of '0AQ-q 20 ' .by day of t-J= 'Y 20 ,by 011,UNM I'I•UlL-C ,wh a y nown t l� 2-6 . who i personally known to me or who has produced 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: Sig Sign Print. Print: �— Seal: NELSON t bJR. Seal: NELSON MEDINA.JR. NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA . Cowri#FF103142 Comm#FF103142 APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: KONIDARI-HULME RESIDENCE Builder Name: Street: 196 NE 105th STREET Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL,33138- Permit Number: Owner: Mr KONIDARI/HULME Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing New(From Plans) 9. Wall Types(2324.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2324.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2556.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 2556.00 ft2 6. Conditioned floor area above grade(111:2) 2556 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(357.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 511.2 a. U-Factor: Sgl,U=1.00 357.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 50.1 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 34.3 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.794 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems 8. Floor Types (2556.0 sqft.) Insulation Area a.Electric Cap:66 gallons EF:0.950 a.Crawlspace R=19.0 2556.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/FloorArea: 0.140 Total Proposed Modified Loads: 61.91 PASS Total Standard Reference Loads: 82.88 I hereby certify that the plans and specifications covered by Review of the plans and 'Ems �9 this calculation are in compliance with the Florida Energy specifications covered by this ®. R js Code. calculation indicates compliance with the Florida Energy Code. •• • s�� P .� a PREPARED BY: Before construction is completed DATE: 15 this building will be inspected for see: compliance with Section 553.908 ""* # a • • Florida Statutes. I hereby certify that this building, as de igned, is in compliance �••� � �g`� ••• with the Florida Energy Cod • wtj�,1' Dose OWNER/AGENT: BUILDING OFFICIAL: DATE: AQ15 DATE: •••••• • Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist " • •! • w 3/15/2015 4:28 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 a PROJECT Title: KONIDARI-HULME RESIDEN Bedrooms: 3 Address Type: Street Address • Building Type: User Conditioned Area: 2556 Lot# Owner: Mr KONIDARI/HULME Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 196 NE 105th STREET Permit Office: MIAMI SHORES Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33138- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 AHU-1 2556 25560 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2556 25560 Yes 5 3 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PerWall Ins.R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Main 271.83 it 3 2556 ft= 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2769 ftz 0 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC Goes • + 6 # Type Ventilation Vent Ratio(1 in) Area RBS IRC8 •• • • •• 0.0000 •• •• 0000• 1 Full attic Vented 300 2556 ft2 N •••;I*• • ;•••• CEILING • E00900 # Ceiling Type Space R-Value Area Framingf-'rao,• True;Ty 1 Under Attic(Vented) Main 19 2556 fta 0.=T•:•; 'Wood • • • • 0000•• 3/15/2015 4:28 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below - - 1 N Exterior Concrete Block-Int Insul Main 5 58.3 10 583.0 112 0 0.3 0 2 W Exterior Concrete Block-Int Insul Main 5 54.8 10 548.0 ft2 0 0.3 0 3 S Exterior Concrete Block-Int Insul Main 5 64.5 10 645.0 ft2 0 0.3 0 4 E Exterior Concrete Block-Int Insul Main 5 54.8 10 548.0 ft2 0 0.3 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main Metal .28 3.3 6 20 ft2 2 W Insulated Main Metal .28 3 6 18 ft2 3 S Insulated Main Metal .28 3.3 6 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. V/ Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Tinted) Yes 1 0.5 24.0 ft2, 1 ft 6 in 1 ft 0 in Drapesiblinds None 2 N 1 Metal Single(Tinted) Yes 1 0.5 48.0 ft2 2 ft 6 in 1 ft 0 in Drapes/blinds None 3 N 1 Metal Single(Tinted) Yes 1 0.5 19.0 ft2 2 ft 6 in 1 ft 0 in Drapes/blinds None 4 N 1 Metal Single(Tinted) Yes 1 0.5 21.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 5 W 2 Metal Single(tinted) Yes 1 0.5 42.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 6 W 2 Metal Single(Tinted) Yes 1 0.5 16.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 7 S 3 Metal Single(Tinted) Yes 1 0.5 19.0 ft2 2 ft 6 in 1 ft 0 in Drapes/blinds None 8 S 3 Metal Single(Tinted) Yes 1 0.5 72.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 9 S 3 Metal Single(Tinted) Yes 1 0.5 5.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 10 S 3 Metal Single(Tinted) Yes 1 0.5 13.0 111:2 1 ft 6 in 1 It 0 in Drapes/blinds None 11 E 4 Metal Single(Tinted) Yes 1 0.5 21.0 111:2 1 ft 6 in 1 ft 0 in Drapes/blinds None 12 E 4 Metal Single(Tinted) Yes 1 0.5 14.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 13 E 4 Metal Single(Tinted) Yes 1 0.5 24.0 111:2 1 ft 6 in 1 It 0 in Drapes/blinds None 14 E 4 Metal Single(tinted) Yes 1 0.5 19.0 ft2 2 it 6 in 1 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ; •ACH 50 •••• •••• • • • • 1 Wholehouse Best Guess 0005 3352.2 184.03 346.1 .345 •••••7.869 ••••• ••••• HEATING SYSTEM .... • • . •••••• # System Type Subtype Efficiency Capacity •••• ••Vock Dasts•• 1 Electric Strip Heat None COP:1 34.3 kBtu/hr •• ••• 1 •• sit•' • • • • • • 3/15/2015 4:28 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 50.1 kBtu/hr 1503 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.95 66 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS- Supply—Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 511.2 ft Main 127.8 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr May Jun Jul Auge Oct Nov Dec HeatinJan Feb Mar Apr May Jun rl Jul rl Aug rl Sep E Oct ki Nov �X Dec Ventin Jan Feb Mar A r Ma Jun Jul Au Se [xl Oct Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 � • 6666 00.6.6 6666•• •. •• 6.666• • 660009 • .• . •606• •06• • • • • • • •066•• •0066• •6• • •6.0• • • • •• ••• •• •6060• • •606.6 • • •0666• 6 • 0 *000*0 • . • • 3/15/2015 4:28 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 196 NE 105th STREET PERMIT#: MIAMI SHORES, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. / No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(WP)of=•1.. •• ••• &Spas HP shall have the capability of operating at two or more%pebdi. Spas• •• and heated pools must have vapor-retardant covers or aGal uidecoverar•••o *041••• other means proven to reduce heat loss except if 70% of from •• �'�, ..; site-recovered energy. Off/timer switch required. Gas heate"rpinimt�i•••• • thermal efficiency--78% (82% after 4/16/13). Heat pump proal heaters• ••. minimum COP=4.0. •••••• ••• •• •• Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficier;i;s 4)er 4 • Tables 503.2.3. Equipment efficiency verification required. SDedial •• ••• equipment occasion cooling or heating capacity requires separates stern►or •• •• • variable capacity system. Electric heat>10kW must be d��dedinto tw•v •; • or more stages. •• • Ceilings/knee walls 405.2.1 R-19 space permitting. 3/15/2015 4:28 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index,the more efficient the home. 196 NE 105th STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2324.00 ft2 b.N/A R= ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=19.0 2556.00 ft2 6. Conditioned floor area(ft2) 2556 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 . U-Factor. Sgl,U=1.00 357.00 ft2 11.Ducts R ft a.Sup:Attic,Ret:Main,AH:Main 6 511.2 SHGC: SHGC=0.50 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 50.1 SEER:16.00 SHGC: d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 34.3 COP:1.00 Area Weighted Average Overhang Depth: 1.794 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems Cap:66 gallons a.Crawlspace R=19.0 2556.00 ft2 a.Electric EF:0.95 2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f tures. b 1� .. .. .1b.Builder Signature: Dater Address of New Home: 3 o ••••• • * ••• �� \q9� �1✓ 1 S S�r, City/FL Zip: �3 3� .....• iswel, . .... . ..... ...... ... . ..... *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualiVtoJ•energy effiribnt ...... mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyQky Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list cf celtited Raters.*For .....• information about the Florida Building Code, Energy Conservation, contact the Florida Building Commiss`ton'•s• 0 • support staff. •• • **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software , Building Input Summary Report PROJECT Title: KONIDARI-HULME RESIDEN Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# Owner: Mr KONIDARI/HULME Conditioned Area: 2556 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 196 NE 105th STREET Permit Office: MIAMI SHORES Rotate Angle: 0 County: Miami-Dade Jurisdiction: 232600 Cross Ventilation: City,State,Zip: MIAMI SHORES, Family Type: Single-family Whole House Fan: FL, 33138- New/Existing: New(From Plans) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel UnitUtility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft•••• Oft BLOCKS •••• •••0: Number Name Area Volume •••••• •• •' ""' 1 AH U-1 2556 25560 '•"• SPACES •••• • ...... ... . ••••• Number Name Area Volume Kitchen Occupants Bedrooms FiNhA Cooled• Heated • 1 Main 2556 25560 Yes 5 3 Yec • : •Yes• YeS••• FLOORS ••• • • • • # Floor Type Space Exposed Peri Wall Ins.R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Main 271.83 ft 3 2556 ftz 19 0 0 1 3/15/2015 4:29 PM EnergyGauge®/USRFSB v3.1 Page 1 of 5 O Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2769f? 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2556 112 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic 0 Main 19 2556 ft2 0.11 Wood WALLS Wail orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project"section above. Ad* centCavity Width Heigght Sheathing Framing Solar Below # Omt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block-Int Insul Main 5 58.3 10 583.0 ft2 0 0.3 0 2 W Exterior Concrete Block-Int Insul Main 5 54.8 10 548.0 ft2 0 0.3 0 3 S Exterior Concrete Block-Int Insul Main 5 64.5 10 645.0 ft2 0 0.3 0 4 E Exterior Concrete Block-Int Insul Main 5 54.8 10 548.0 ft2 0 0.3 0 DOORS Width Height # Omt Door Type Space Storms U-Value Ft In Ft In Area 1 N Insulated Main Metal .28 3.3 6 20 112 2 W Insulated Main Metal .28 3 6 18 ft2 3 S Insulated Main Metal .28 3.3 6 20 f12 WINDOWS Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single(Tinted) Yes 1 0.5 N 24.0 ft2 1 ft 6 in 1 ft 0 in Drapes/bligIs•. None 2 N 1 Metal Single(Tinted) Yes 1 0.5 N 48.0 112 2 ft 6 in 1 ft 04n .Qrapesdisda••� No"••• • • • 3 N 1 Metal Single(Tinted) Yes 1 0.5 N 19.0 f12 2 ft 6 in 1 ft 0•in• &apes/b1Rds, ; None 4 N 1 Metal Single(Tinted) Yes 1 0.5 N 21.0 ft2 1 It 6 in 1 ft 0?rf•;b'rapes/blines ' None • 5 W 2 Metal Single(Tinted) Yes 1 0.5 N 42.0 ft2 1 ft 6 in 1 ft 0 In,••prapes/binds . Nord"• 6 W 2 Metal Single(Tinted) Yes 1 0.5 N 16.0 ft2 1 ft 6 in 1 ft 0 in•••Jrapes/blrnds* No":-- 7 orte•:•-7 S 3 Metal Single(Tinted) Yes 1 0.5 N 19.0 ft2 2 ft 6 in 1 it 0 R? •T1:apes/bRrM. ; Norn 8 S 3 Metal Single(Tinted) Yes 1 0.5 N 72.0 ft2 1 it 6 in 1 it 0 in brapes/blinds • None •• 00••00 • 9 S 3 Metal Single(Tinted) Yes 1 0.5 N 5.0 ft2 1 ft 6 in 1 ft 0 •Djapes/bWds • None.•• 0000•• 10 S 3 Metal Single(Tinted) Yes 1 0.5 N 13.0 ft2 1 ft 6 in 1 ft 0 Im Drapes/bMds Nort,... 11 E 4 Metal Single(Tinted) Yes 1 0.5 N 21.0 ft2 1 ft 6 in 1 ft 0 in" D;apes/bliinds: : None 12 E 4 Metal Single(Tinted) Yes 1 0.5 N 14.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 13 E 4 Metal Single(Tinted) Yes 1 0.5 N 24.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 3/15/2015 4:29 PM EnergyGauge®/USRFSB v3.1 Page 2 of 5 ti Building Input Summary Report WINDOWS Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 14 E 4 Metal Single(Tinted) Yes 1 0.5 N 19.0 ft2 2 ft 6 in 1 ft0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 3352.2 184.03 346.1 .345 7.869 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity ---Geothermal HeatPump Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPA 34.3 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:16 50.1 kBtu/hr 1503 cfm 0.75 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric None Exterior 0.95 66 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply Return Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN•`Rt P, Heat Cool 1 Attic 6 511.2 ft2 Main 127.8 ft2 Default Leakage Main Default) iQQ0ul4 1 1 • TEMPERATURES •••••• •• •• ••••• Programable Thermostat:Y Ceiling Fans: N ••.• • • • • • •••••• ••••• Coolin Jan Feb Mar Apr f May Jun Jul AugSe Oct MNo Heating Jan HFeb Mar Apr May Jun Jul Au Se ct o �=ecVenting Jan Feb Mar Apr May Jun Jul Aug Sep•. Oct ®u • • • • • •••••• 3/15/2015 4:29 PM EnergyGauge®/USRFSB v3.1 Page 3 of 5 Building Input Summary Report Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWhNr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWhNr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWhNr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWhNr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2500 kWhNr Peak Value: 816 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWhNr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWhNr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWhNr Peak Value: 0 Watts 0000 Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 .0.8 . 0.8 i••o&8 ®.8•• %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.93 • 0.9 0.85 • Annual Use: 775 kWhNr Peak Value: 140 Watts 0' ' ' Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 •0!t •• 0.1 40.1 Q 1••• %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0�1,•• 0.1 • 0.1 0.1 Annual Use: 0 kWhNr Peak Value: 0 Watts '•••• :... i•• ••••• •••••• *see • ••••• CLOTHES WASHERS . • • 00 00 ID Type Screen Location Capacity Make Model ••:'1chedule 'LoadsPerYr:; '• 1 1 Main Default New Main 2.847 , h;RS201 ;"'(invalid) • 3/15/2015 4:29 PM EnergyGauge®/USRFSB v3.1 Page 4 of 5 Building Input Summary Report CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 •99• • • 6666•• • • 6666 • 6666•• • 1966.6 6666 • • • • • i 6666•• 6666• 6666 • • • 6666•• ••• • 6666• *set* •• 6666:• ••6••• • • • • • • 6666•• 6690•• • • • • 6 • • 9 •999•• a see •9 9 3/15/2015 4:29 PM EnergyGauge®/USRFSB v3.1 Page 5 of 5