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PL-13-427 Inspection Worksheet III Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 . Ll qcc' Inspection Number: INS P-194974 Permit Number: PL-3-13-427 Scheduled Inspection Date: July 11,2013 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: MINSKI,JOEL&ANDREA Work Classification: Addition/Alteration Job Address:9969 NE 4 Avenue Road Miami Shores, FL 33138- Phone Number (305)510-0916 Parcel Number 1132060171230 Project: <NONE> Contractor: BIG PLUMBING CORP Phone: (305)821-2880 Building Department Comments PLUMBING FOR 1 BATHROOM Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION F INSP-186708. NO ACCESS Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 11,2013 For Inspections please call: (305)762-4949 Page 26 of 32 i ores Village ✓ Building epart e t % - 90050 N.E.2nd Avenue,Miami Shares,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE ER:(305)762.4949 F.BC ZO(('�5 BUILDING Permit No. F L-[ `3 --`-�°�-�-- PERMIT APPLICATI®N Master Permit No Permit Type:PLUMBING JOB ADDRESS: 9969 NE 4 AVENUE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: e OWNER:Name(Fee Simple Titleholder): (�%� wo5 \ Phone#. 6L Address: CA kv- City:. M,l SLR State: Zip: 5 3 1->-f Tenant/Lessee Name: Phone#. Email: BIG PLUMBING CORP 305-821-2882 CONTRACTOR:Company Name: Phone#: Address: 9190 NW 119 STREET BAY 10 City: HIALEAH GARDENS State: FL Zip: 33018 Qualifier Name: ARMANDO GONZALEZ Phone#: State Certification or Registration#: RF0066479 Certificate of Competency#: C97P00310 Contact Phone#: 786-271-6680 Email Address: bigplumbingcorp@gmail.com DESIGNER:Architect/Engineer. Phone#: Value of Work for this Permit:$ Squareltinear'Footage of Work: Type of Work: ®Address ®Alteration ONew 13Repair/Replace UDemolition Description of Work: A)gcly laTil/7�,0.r.•� Submittal Fee$5� Permit Fee$���? s CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ If 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 I i 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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. "WA G 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$2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hi i occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pro nd a reinspection fee will be charged Signature Signature er or Agent Contractor The foregoing instrument w acknowledged before me this Z 7 The foregoing instrument was acknowledged before me this�9 day of ,20 dr ,by n day of February 20 by ARMANDO GONZALEZ who is personally known to me or who has produced who is personally known to me or who has produced NIA As identification and who did take an ath, as identification and who did take an oath. NOTARY PUBLI H NOTARY P LIC: ..��, Y• Sighs �� r Sign Print: x atras Y Print: •RA"I. My Co IB -.�;� '«•�• "� e7� „eC My Coin+rea o5rs�rzC��s a ..,.- APPRO ® 3-0-0 Pians Examiner Zoning Structural Review Clerk (Revised3/12/2012)(Rev?sed 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Ap r. 19. 2013 3:48PM No. 4232 P. 3 Rick Scott Mission: Governor To protect,promote&improve the health .` of ail peopie in Florida through Integrated �•� John H.Armstrong,MDR PAC$ stale,county R community efforts. Fir ffia Slate Surgeon General&Secretary Walon:To be the Healthiest state in the Nadon April 04,2013 Abel Rubivouich 1200 Biscayne Boulevard Miami, FL 33181 RE: Contingency Letter Application Document No:API 101192 Centrax Permit Number, 13-SC-1461718 OSTDS Number: 9969 NE 4 Avenue Rd Miami, Fl-33138 Lot:12 Block:96 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 03M 812013 for a permit to use an existing onsite sewage treatment and disposal system located on the-above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit Is granted for exterior work and the construction of a new pool deck.There will be no increase in sewage flow or characteristics and no Impact on the unobstructed area. s�swR==Y,rs=a 2tsrte+YRBkcrw'AP PR4VEDw�r�rsa���r�*����rrfwi*tf If you have any questions on this matter, please call our office at(786)315-4444. SiWembs, Nigineering Specialist Ii Enclosures Co. Fiorida Department of Health www.FtoridasFlealth.com in DADE COUNTY 7WITmER:HealthyFLA 1726 NW 167 St,Opa Lana,FL 33066 FACE800K FLDeparlmena11hyF A PHONE:(305)6233500.FAX:(305)623-3648 Y�Um No ealth A r, 19. 2013 3;48PM No. 4232 P. 2 Rick Scott Mlsalon: Governor To proteol,promote&Improve the health - � of all people In Florida through integrated John H.Armstrong,MD,FAGS slate,county&comrivinfly efforts, HEALTH State Surgeon General&Secretary Mallon:To be the Healthiest state In the Nation April 04, 2013 Abel Rubivonich 1200 Biscayne Boulevard 704 Miami, FL 33181 RE: Contingency Letter Application Document No:API 101199 Centrax Permit Number. 13-SC-1461724 OSTDS Number: 9969 NE A Avenue Rd Miami, FL 33138 LotA 2 Block.96 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 03/18/2013 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property, From a review of your completed application, It has been determined your existing system is adequate-for the proposed use. This permit is granted for interior work and the construction of a new bathroom and changing room.There will be no Increase in sewage Flow or chairacteristics and no impact on the unobstructed area, It you have any questions on this matter, please call our office at(786)315-4444. Sincere , Nicole Gumbs, Engineering Specialist II Enclosures cc: Florida Department of Health www.FloridarHealth.com In DADE COUNTY TWMR:HealthyF'LA 1725 NW 167 St,Opa L:oaa,FL.33058 FACEBOOK KI)epartmenlolfiesilh PHONE:(305)623-3500.FAX:(305)823-3545 YOUTUBE:8doh Interior Renovation For Minski Reside HVAC Load Calculations PtECEIVED for MAY 0 8 200 Minski Residence BY: 9969 NE 4th Ave Miami Shores, Florida 33138 =ta?HVAC II3b]E�I�`tYAL, Hsi �.,t�►A,I3� FIELD r Prepared y: UOPY Enrique,Pas teal MEP Energy So ons 6575 W 4th Ave No 406 Hialeah,Florida 33012 305-219-0650 Tuesday,May 07,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort.Inc. Interior Renovation For Minski Residence y Hialeah,FL 33012 Wr' Page 2 Pro ect Report General Project Information Project Title: Interior Renovation For Minski Residence Designed By: Enrique Pascual PE 70739 Project Date: Friday,April 12,2013 Client Name: Minski Residence Client Address: 9969 NE 4th Ave Client City: Miami Shores, Florida 33138 Company Name: MEP Energy Solutions Company Representative: Enrique Pascual Company Address: 6575 W 4th Ave No 406 Company City: Hialeah, Florida 33012 Company Phone: 305-219-0650 Company Fax: 305-200-0157 Company E-Mail Address: enrique@hvac-energysolutions.com Design Data Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Factor 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 47 44.1 80% n/a 70 n/a Summer: 90 77 56% 50% 75 55 Check Figures Total Building Supply CFM: 598 CFM Per Square ft.: 0.511 Square ft.of Room Area: 1,171 Square ft. Per Ton: 681 Volume("of Cond. Space: (clg.) 9,358 * Based on area of rooms being heated or cooled(whichever govems system)rather than entire floor area. Building Loads Total Heating Required Including Ventilation Air 10,211 Btuh 10.211 MBH Total Sensible Gain: 15,212 Btuh 74 % Total Latent Gain: 5,436 Btuh 26 % Total Cooling Required Including Ventilation Air. 20,648 Btuh 1.72 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:XUsers\Endque\Documents\Elite Software\Rhvac 8 Projects\Minsld Residence.rhv Tuesday, May 07,2013, 3:36 PM Rhvac-114esldentlal&Light Coma, ial HVAC Loads Elite Software Development,Inc. Quali}rbwr comfort,Inc ; - Interior Renovation For Minski Residence' Hialeah,FL 33012 Pa e3 Load Preview Report Has Net Rec ft' Sen Lat Net San Mm Min Sys Sys Sys Duct C Act Scope AED Ton Ton /Ton Area Gain Gain Gain Loss CFMg CFM CFMg CFM CFM Size Building 1.72 131 646 1,171 15,212 5,436 20,648 10,211 118 598 118 598 598 System 1 Yes 1.72 I Al 646 1,171 15,212 5,436 20,648 10,211 118 598 118 5981 598 9x14 Ventilation 2,062 4,636 6,698 1,138 Zone 1 1,171 13,151 800 13,951 9,073 118 598 118 F, 5981 598 9x14 1-Powder 42 327 0 327 0 0 15 0 15 15 1-4 0 2-New Bathroom 73 1,031 0 1,031 0 0 47 T4711 47 1-4 3-Changing Area 105 1,087 0 1,087 0 0 49 OF749 1 49 1-4 4-Garage 261 2,434 0 2,434 2,172 28 111 28[jql 111 0-0` 5-Garage 79 63 0 63 94 1 3 1 = 3 1-4 6-Florida Room 611 8,209 800 9,009 6,807 88 373 88 373' 373 1-10 CAUserslEnrique\DocumentsOite SoflwarelRhvac 8 ProjectsUnski ResidenceAv Tuesday, May 07,2013, 3:36 PM 5 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description '� _Quan Loss. Gain Gain Gain 1 B-cb: Glazing-Single pane window,fixed sash, clear, 12 0 0 816 816 metal frame with break, u value 1.07, SHGC 0.78 1A-rP-d: Glazing-Single pane, sliding glass door, 160 2,980 0 5,140 5,140 reflective, insulated fiberglass frame, u-value 0.81, SHGC 0.3 11J: Door-Metal-Fiberglass Core 112 1,546 0 2,016 2,016 12E-Obw:Wall-Frame, R-19 insulation in 2 x 6 stud 1958.6 1,906 0 2,051 2,051 cavity, no board insulation, brick finish,wood studs 16A-56: Roof/Ceiling-Under Attic with Insulation on Attic 611 253 0 814 814 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-56 insulation 22A-pl: Floor-Slab on grade, No edge insulation, no 206 2,388 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 9,073 0 10,837 10,837 People: 4 800 920 1,720 Equipment: 0 200 200 Lighting: 350 1,194 1,194 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM:0 0 0 0 0 Ventilation: Winter CFM:45, Summer CFM: 125 1,138 4,636 2,062 6,698 Total Building Load Totals: 10,211 5,436 15,212 20,648 Check Figures Total Building Supply CFM: 598 CFM Per Square ft.: 0.511 Square ft. of Room Area: 1,171 Square ft. Per Ton: 681 Volume(ft3)of Cond. Space: (clg.) 9,358 * Based on area of rooms being heated or cooled(whichever governs system)rather than entire floor area. Building Total Heating Required Including Ventilation Air. 10,211 Btuh 10.211 MBH Total Sensible Gain: 15,212 Btuh 74 % Total Latent Gain: 5,436 Btuh 26 % Total Cooling Required Including Ventilation Air. 20,648 Btuh 1.72 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Enrique\Documents\Elite Software\Rhvac 8 Projects\Minski Residence.rhv Tuesday, May 07,2013, 3:36 PM �iZ� U ' 11 SCI VU, 4 D W ' (, s VW 44, M044-, Interior Renovation For Minski Residence HVAC Load Calculations for Minski Residence 9969 NE 4th Ave Miami Shores, Florida 33138 RHVACIMAC L+ ADs U' Prepar By Enrique P scual MEP Energy lutions 6675 W 4th Ave No 406 Hialeah,Florida 33012 305-219-0650 Saturday,April 13,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 Page 2 F'r®ect Report General Project Information Project Title: Interior Renovation For Minski Residence Designed By: Enrique Pascual PE 70739 Project Date: Friday,April 12, 2013 Client Name: Minski Residence Client Address: 9969 NE 4th Ave Client City: Miami Shores, Florida 33138 Company Name: MEP Energy Solutions Company Representative: Enrique Pascual Company Address: 6575 W 4th Ave No 406 Company City: Hialeah, Florida 33012 Company Phone: 305-219-0650 Company Fax: 305-200-0157 Company E-Mail Address: enrique @hvac-energysolutions.com Des n'Data Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor. 1.000 Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Factor. 1.000 Elevation Heating Adj. Factor 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 47 44.1 80% n/a 70 n/a Summer 90 77 56% 50% 75 55 Check Figures Total Building Supply CFM: 85 CFM Per Square ft.: 0.386 Square ft. of Room Area: 220 Square ft. Per T�-rthan 429 Volume(f?)of Cond. Space: (cig.) 1,756 " Based on area of rooms being heated or cooled(whichever governs system)ra ent ire oor area. Building Loads " Total Sensible Gain: 3,186 Btuh 52 % Total Latent Gain: 2,967 Btuh 48 % Total Cooling Required Including Ventilation Air: 6,153 Btuh 0.51 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer progrpa . Calculations are performed per ACCA Manual J 8th Edition,Version!T nd ACCA Manual D. All computed results are estimates as building use and weather may va . Be sure to select a unit that meets both sensible and latent loads accords to the man cturer's performance data at your design conditions. C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsXMinski Residencel.rhv Saturday,April 13, 2013, 8:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort Inc. interior Renovation For Minski Residence Hialeah,FL 33012 Page 3 Load Preview Report Has Net Rec ft.z Sen Let Net Sen Min Min Sys Sys Sys Duct Scope AFD Ton Ton Iron Area Gain Gain Gain Loss Htg Cig Htg Cig Act Size CFM CFM CFM CFM CFM BLdkgng 0.51 099 222 220 3,186 2,967 6,153 0 0 85 0 85 85 System 1 No 051 0.99 222 220 3,186 2,967 6,153 0 0 85 0 ;, 851 85 4x4 Ventilation 1,320 2,967 4286 0 Zone 1 220 1,867 0 1,867 0 0 85 0[ W]i 85 4x4 1-Powder 42 183 0 183 0 0 8 0=8 8 1-4 2-New Bathroom 73 809 0 809 0 0 37 0 371 37 1-4 3-Changing Area 105 875 0 875 0 0 40 0 401 40 1-4 C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsWinski Residence1.rhv Saturday,April 13,2013, 8:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Quality Flow Comfort,Inc. , Interior Renovation For Minski Residence_ Hialeah,FL 330127` Pa e 5 To—tal Building Summaq Loads Component Area Sen tat Sen Total Descd tion QUan Loss Gain Gain Gain 1 B-cb:Glazing-Single pane window,fixed sash, clear, 12 0 0 816 816 metal frame with break, u-value 1.07, SHGC 0.78 12E-Obw:Wall-Frame, R-19 insulation in 2 x 6 stud 740.1 0 0 776 776 cavity, no board insulation, brick finish,wood studs 22A-pl: Floor-Slab on grade, No edge insulation, no 101 0 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 0 0 1,592 1,592 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation:Winter CFM: 0, Summer CFM: 80 0 2,967 1,320 4,286 AED Excursion: 0 0 275 275 Total Building Load Totals: 0 2,967 3,186 6,153 Check Figures f Total Building Supply CFM: 85 CFM Per Square ft.: 0.386 Square ft. of Room Area: 220 Square ft. Per Ton: 429 Volume(ft3)of Cond. Space: (clg.) 1,756 * Based on area of rooms being heated or cooled(whichever govems system)rather than entire floor area. Building Loads Total Sensible Gain: 3,186 Btuh 52 % Total Latent Gain: 2,967 Btuh 48 % Total Cooling Required Including Ventilation Air: 6,153 Btuh 0.51 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Enrique\Documents\Elite Sofiware\Rhvac 8 ProjectsWinski Residence1.rhv Saturday,April 13, 2013, 8:29 AM Rhvac-Residential&Light Comme cial HVAC Loads Elie Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 Page 6 Detailed Room Loads - Room 1 - Powder(Average Load Procedure General Calculation Mode: Clg. only Occurrences: 1 Room Length: 5.5 ft. System Number 1 Room Width: 7.7 ft. Zone Number. 1 Area: 42.0 sq.ft. Supply Air. 8 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 337.0 cu.ft. Req.Vent. Clg: 30 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air 8 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 95 ft./min. Percent of Supply: 94 % Runout Air Velocity: 95 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.011 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item I Area -U- Htg Sen Clg Lat Sen Descd 'tion Quantity Value HTM toss HTM Gain Gain SE-Wall-12E-Obw 5.5 X 8 44 0.068 0.0 0 1.0 0 46 SW-Wall-12E-Obw 7.7 X 8 61.4 0.068 0.0 0 1.0 0 64 NW-Wall-12E-Obw 5.5 X 8 44 0.068 0.0 0 1.0 0 46 Floor-22A-PI 26 ft..Per. 26 0.989 0.0 0 0.0 0 0 Subtotals for Structure: 0 0 156 Infil.:Win.: 0.0, Sum.: 0.0 149 0.000 0 0.000 0 0 AED Excursion: 27 Room Totals: 0 0 183 C:1Users\Enrique\DocumentslElite Software\Rhvac 8 ProjectsUnski Residence1.rhv Saturday,April 13,2013, 8:29 AM Rhvac-Residential&Light Commercial HVAC Loa_ds Elite Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 Page 7 Detailed boom Loads - Room 2 - New Bathroom (Average Load Procedure General Calculation Mode: Clg. only Occurrences: 1 Room Length: 9.5 ft. System Number 1 Room Width: 7.7 ft. Zone Number. 1 Area: 73.0 sq.ft. Supply Air. 37 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 583.0 cu.ft. Req.Vent. Clg: 50 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 37 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 35 CFM Runout Air Velocity: 422 ft./min. Percent of Supply: 94 % Runout Air Velocity: 422 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.202 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain' SE-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 SW-Wall-1 2E-Obw 7.7 X 8 55.4 0.068 0.0 0 1.0 0 58 NW-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 NE-Wail-12E-Obw 7.7 X 8 61.4 0.068 0.0 0 1.0 0 64 SW-GIs-1 B-cb shgc-0.78 0%S 6 1.070 0.0 0 68.0 0 408 Floor-22A-pi-34 ft..Per. 34 0.989 0.0 0 0.0 0 0 Subtotals for Structure: 0 0 690 Infil.:Win.: 0.0, Sum.: 0.0 275 0.000 0 0.000 0 0 AED Excursion: 119 Room Totals: 0 0 809 C:\UserstEnrique\Documents\Elite Software\Rhvac 8 ProjectsWinski Residence1.rhv Saturday,April 13, 2013, 8:29 AM Rhvac-Residen#iai&Light Comma ial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 ,f Page 8 Detailed Room Loads - Room 3 - Changing Area (Average Load Procedure) General Calculation Mode: Clg. only Occurrences: 1 Room Length: 9.5 ft. System Number. 1 Room Width: 11.0 ft. Zone Number. 1 Area: 105.0 sq.ft. Supply Air: 40 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 836.0 cu.ft. Req.Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 40 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 37 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 94 % Runout Air Velocity. 456 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.236 in.wg./100 ft. Actual Summer Infil.: 0 CFM Ileum Area -U- Htg Sen Gig Lat Sen Descri lion i? Quantity Value HTM Loss HTM Gain Gain SE-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 SW-Wail-12E-Obw 11 X 8 82 0.068 0.0 0 1.0 0 86 NW-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 NE-Wall-12E-Obw 11 X 8 88 0.068 0.0 0 1.0 0 92 SW-GIs-1 B-cb shgc-0.78 0%S 6 1.070 0.0 0 68.0 0 408 Floor-22A-pl41 ft..Per. 41 0.989 0.0 0 0.0 0 0 Subtotals for Structure: 0 0 746 Infil.:Win.: 0.0, Sum.: 0.0 328 0.000 0 0.000 0 0 AED Excursion: 129 Room Totals: 0 0 875 C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsWinski Residence1.rhv Saturday,April 13,2013, 8:29 AM U.S.DEPARTMEIJT OF I-t,OMELMD SECURITY ELEVATION CERTIFICATE FEDERAL ENIE'RGENCY MANAGEMENT AGENCY OMB NO. 16360-0008 National FZood bssurw7ce Program Important; Read the instructions on pages 1-9p Expiration Date:Juiy 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Buitdirag Owners Name Policy Number JOEL MINSKI 13-229 A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 9369 N.E. 4TH AVE. RD. C' State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 1 & 2, BLOCK 96, P.B. 15, PAGE 14. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.N25°52'03.23Long, W80'11'08.77" 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. AT Building Diagram Number _8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1,530 sq ft a) Square footage of attached garage 660 sq ft b) Number of permanent flood openings in the crawlspace 14 b) Number of permanent flood openings In t(}e;aftached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade 11YV�� c) Total net area of flood openings in A8'.b Z_7 9*2 sq in c) Total net area of flood openings in A9.b 1�� sq in .d) Engineered flood openings? I� Yes N No d) Engineered flood openings? Q Yes R No SECTION S-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Effective/Revised Date Zone(s) AO,use base flood depth) 12086CO306 L 9/11/09 9/11/09 K N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. FIS Profile 0 FIRM p Community Determined E3 Other/Source: B11. Indicate elevation datum used for BFE in Item 69: Z NGVD 1929 ❑ NAVD 1988 El Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? j] Yes R No Designation Date:NIA El CBRS OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* 0 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/Al-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-802 Vertical Datum: NGVD 1929 Indicate elevation datum used.forthe elevations in items a)through h)below. 0 NGVD 1929 ©NAVD 1988 Q 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) 10 20 feet fl meters b To of the next higher floor —� - Top g �feet. .meters c) Bottom of the lowest horizontal structural member(V Zones only) N _A feet meters d)Attached garage(top of slab) 9 90 feet F1 meters e) Lowest elevation of machinery or equipment servicing the building �9 7Y-3— R feet El meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9 01 R feet meters g)Highest adjacent(firrished)grade next to building(HAG) �.�— P feet [l meters h) Lowest adjacent grade at lowest/elevation ppof deck or stairs,including structural support { N�+A.p� ® g� pqN feet j�meters SIECTION D—SURtlE!OR, ENGINEER,OR ARCH ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section fool. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ® Check here if attachments. licensed land surveyor? R Yes D No Certifier's Name Adis N.Nunez License Number 5924 3/8/13 Title Reg.Land S yor Company Name Blanco Surveyors,Inc. PLS#5924 Address 555 ore Dr. City Miami Beach State FL ZIP Code 33141 Signature Date Telephone 305-865-1200 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. I ELEVATION GERTMCAT�page z 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. QQAO N.E. 4TH AVE RD. to t City MIAMI SHORES FLORA 3�1P3�ode ConmpanyNAlCNumber. 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 LATITUDE & LONGITUDE OBTAINED BY GOOGLE. CROWN OF THE ROAD ELEVATION: 10.03' ON CENTERLINE ON CNETER OF ROAD,, B # N-802 LOCATOR: 3250 W ELEV: 8.97' Signature 3/8/13 SECTION —BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(MTHOUT BFE) For Zones AO and A(without BFE),complete items E9—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 E1 meters [(above.or[3 below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is El feet 11 meters Q above or[3 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 feet 0 meters [3 above or,[]below the HAG. E3. Attached garage(top of slab)is feet [:I meters []above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet (]meters [J above or[3 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? 13 Yes 0 No EJ 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 Address City State ZIP Code Signature Date Telephone Comments 1`1 Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by taw or ordinance to administer the communfVs 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.[3 The information in Section C was taken from other documentation that has been signed and sealed bye 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.) G2.0 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.Q 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: [I New Construction Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: 0 feet El meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: 0 feet [I meters Datum G10.Community's design flood elevation: $ feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments i°i•Check here If attachments. ` FEiIAA Form 086-0-33(7/12) Rpnlaras ail nrPviotis ariltions. Building Photographs See Instructions for Item A6. �rtd�sliran�e�onsparry�;ls��: Building Street Address(including Apt, Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. ;Po�icv v a r e 9969 N.E. 4TH AVE. RD. 13-229 „ City State ZIP Code w-op +t�L4�Nurt�ber h MIAMI SHORES FLORIDA 33138 fu �xi�? 4 ' r If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for item A6. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View"and"Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. DATE TAKEN: 3/8/13 FRONT VIEW REAR VIEW MWl'. �rrvrr Interior Renovation For Minski Residence HVAC Load Calculations for Minski Residence 9969 NE 4th Ave Miami Shores, Florida 33138 C I MAY 0..8 2013 $Y® IDawrl , rKrIVACHVAC Lopme T�Y Cory Prepared Enrique Pas I t MEP Energy Solutions 6575 W 4th Ave No 406 Hialeah,Florida 33012 305-2194)660 Tuesday,May 07,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. P 7 P Rhvac-,Residential&Light Commercial HYAC Loads Elite Software Development,Inca Quality Flow Comfort'Inc. Interior Renovation For Minslu Residence Hialeah,,FL 33012 Page 2 Pro ect Report General Project Information Project Title: Interior Renovation For Minski Residence Designed By: Enrique Pascual PE 70739 Project Date: Friday,April 12,2013 Client Name: Minski Residence Client Address: 9969 NE 4th Ave Client City: Miami Shores, Florida 33138 Company Name: MEP Energy Solutions Company Representative: Enrique Pascual Company Address: 6575 W 4th Ave No 406 Company City: Hialeah, Florida 33012 Company Phone: 305-219-0650 Company Fax: 305-200-0157 Company E-Mail Address: enrique@hvac-energysolutions.com Desi n!Data Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor. 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor. 1.000 Elevation Heating Adj. Factor 1.000 Elevation Heating Adj. Factor. 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter 47 44.1 80% n/a 70 n/a Summer 90 77 56% 50% 75 55 Check i ures Total Building Supply CFM: 598 CFM Per Square ft.: 0.511 Square ft. of Room Area: 1,171 Square ft. Per Ton: 681 Volume(ft3)of Cond. Space: (clg.) 9,358 * Based on area of rooms being heated or cooled(whichever governs system)rather than entire floor area. Building Loads Total Heating Required Including Ventilation Air. 10,211 Btuh 10.211 MBH Total Sensible Gain: 15,212 Btuh 74 % Total Latent Gain: 5,436 Btuh 26 % Total Cooling Required Including Ventilation Air. 20,648 Btuh 1.72 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsXMinski Residence.rhv Tuesday, May 07, 2013, 3:36 PM q Rhvac y Resldwrtlal&Light Commercial HVAC Loads Software Development,Inc. Quality stow Comfort,Inc. Interior Renovation for Minski Residence le klia 'FL 33012 ` ',- � � � 3 Load Preview Report Has Net Rec ft.2 Sen Lat Net San Min Min Sys Sys Sys Duct Scope Am Ton Ton (ron Area Gain Gain Gain Loss Htg Clg Htg Cig Act Size CFM CFM CFM CFM CFM BLdkgng 1.72 1.81 646 1,171 15,212 5x436 20,648 10,211 118 598 118 598 598 System 1 Yes 1.72 1.81 646 1,171 15,212 5,436 20,648 10,211 118 598 118 598 I 598 9x14 Ventilation 2,062 4,636 6,698 1,138 Zone 1 1,171 13,151 800 13,951 9,073 118 598 118 5981 598 9x14 1-Powder 42 327 0 327 0 0 15 0 151 15 1-4 2-New Bathroom 73 1,031 0 1,031 0 0 47 0 47 47 1-4 3-Changing Area 105 1,087 0 1,087 0 0 49 OF—49 49 1-4 4-Garage 261 2,434 0 2,434 2,172 28 111 28 .,1114' 111 0-0° 5-Garage 79 63 0 63 94 1 3 1 ® 3 1-4 6-Florida Room 611 8209 800 9,009 6,807 88 373 88" ;;3731 373 1-10 C:\UsersiEnrique\Documents\Elite Software\Rhvac 8 ProjectsWinski ResidenceAv Tuesday, May 07, 2013, 3:36 PM b Rhvac+Residential&Light Comrr►ercial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 Page 5 Total Building Summaty Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 B-cb: Glazing-Single pane window,fixed sash, clear, 12 0 0 816 816 metal frame with break, u-value 1.07, SHGC 0.78 1A-rf-d:Glazing-Single pane, sliding glass door, 160 2,980 0 5,140 5,140 reflective, insulated fiberglass frame, u value 0.81, SHGC 0.3 11J: Door-Metal-Fiberglass Core 112 1,546 0 2,016 2,016 12E-Obw:Wall-Frame, R-19 insulation in 2 x 6 stud 1958.6 1,906 0 2,051 2,051 cavity, no board insulation, brick finish,wood studs 16A-56: Roof/Ceiling-Under Attic with Insulation on Attic 611 253 0 814 814 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-56 insulation 22A-pl: Floor-Slab on grade, No edge insulation, no 206 2,388 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 9,073 0 10,837 10,837 People: 4 800 920 1,720 Equipment: 0 200 200 Lighting: 350 1,194 1,194 Ductwork: 0 0 0 0 Infiltration: Winter CFM:0, Summer CFM: 0 0 0 0 0 Ventilation:Winter CFM:45, Summer CFM: 125 1,138 4,636 2,062 6,698 Total Building Load Totals: 10,211 5,436 15,212 20,648 Check!Fi ures Total Building Supply CFM: 598 CFM Per Square ft.: 0.511 Square ft. of Room Area: 1,171 Square ft. Per Ton: 681 Volume(ft3)of Cond. Space: (cig.) 9,358 * Based on area of rooms being heated or cooled(whichever govems system)rather than entire floor area. Building Loads Total Heating Required Including Ventilation Air. 10,211 Btuh 10.211 MBH Total Sensible Gain: 15,212 Btuh 74 % Total Latent Gain: 5,436 Btuh 26 % Total Cooling Required Including Ventilation Air. 20,648 Btuh 1.72 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Enriquel\Documents\Elite Software\Rhvac 8 ProjectsWinski Residence.rhv Tuesday, May 07,2013, 3:36 PM ' 1 M 2 W14 VT i Interior Renovation For Minski Residence HVAC Load Calculations for Minski Residence 9969 NE 4th Ave Miami Shores, Florida 33138 FIsini�� HVAC LOADS Prepa By: Enrique Pascual MEP Energy Solutions 6575 W 4th Ave No 406 Hialeah, Florida 33012 305-219-0650 Saturday,April 13,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac ;Residential&Light Commercial HVAC Loads Elite Software Development,Inc,` Quality Flow Comfort,Icc. Interior Renovation For Minski Residence_ Hialeah,FL X3012 P@ge 2 Pro ed Report Gener 1 Project Information Project Title: Interior Renovation For Minski Residence Designed By: Enrique Pascual PE 70739 Project Date: Friday,April 12,2013 Client Name: Minski Residence Client Address: 9969 NE 4th Ave Client City: Miami Shores, Florida 33138 Company Name: MEP Energy Solutions Company Representative: Enrique Pascual Company Address: 6575 W 4th Ave No 406 Company City: Hialeah, Florida 33012 Company Phone: 305-219-0650 Company Fax: 305-200-0157 Company E-Mail Address: endque@hvec-energysolutions.com Design!Data Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor. 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor 1.000 Elevation Heating Adj. Factor. 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter 47 44.1 80% n/a 70 n/a Summer: 90 77 56% 50% 75 55 Check Figures Total Building Supply CFM: 85 CFM Per Square ft.: 0.386 Square ft. of Room Area: 220 Square ft. Per Ton: 429 Volume(ft3)of Cond. Space: (clg.) 1,756 * Based on area of rooms being heated or cooled(whichever govems system)rather than entire floor area. Building Loads Total Sensible Gain: 3,186 Btuh 52 % Total Latent Gain: 2,967 Btuh 48 % Total Cooling Required Including Ventilation Air 6,153 Btuh 0.51 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Enrique\Documents\Elite Software\Rhvac 8 Projects\Minski Residence1.rhv Saturday,April 13, 2013, 8:29 AM Rhvac-!Resldentlal 8 Light Conwomial HVAC Loads Elite$of ware Development,Inc. Quality Dow Comfort,Irr. Interior Renovation For Minski Residence' Hialetih,11FL, 33012 Load Preview Report Has Net Rec ft.: Sen Lat Net Sen Min Min Sys Sys Sys Duct Scope AED Ton Ton lion Area Gain Gain Gain Loss Htg Clg Htg Clg AM S¢e CFM CFM CFM CFM CFM BUkIng 0.51 099 222 220 3,186 2,967 6,153 0 0 85 0 85 85 System 1 No 0.51 0.99 222 220 3,186 2,967 6,153 0 0 85 0 ^ ,:85j 65 4x4 Ventilation 1,320 2,967 4286 0 Zone 1 220 1,867 0 1,867 0 0 85 0 85 85 4x4 1-Powder 42 183 0 183 0 0 8 0I 8 8 1-4 2-New Bathroom 73 809 0 809 0 0 37 0 ` 37I 37 114 3-Changing Area 105 875 0 875 0 0 40 0 401 40 114 t C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsWinski Residence1.rhv Saturday,April 13,2013, 8:29 AM Rhvec Residential&Light Commercial HVAC Loads Elite Software Development,Inc.__ Quality Flow Comfort,lrlc. Interior Renovation For Minski Residence Hialeah,,FL 33012 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain. 1 B-cb:Glazing-Single pane window,fixed sash, clear, 12 0 0 816 816 metal frame with break, u-value 1.07, SHGC 0.78 12E-Obw:Wall-Frame, R-19 insulation in 2 x 6 stud 740.1 0 0 776 776 cavity, no board insulation, brick finish,wood studs 22A-pl: Floor-Slab on grade, No edge insulation, no 101 0 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 0 0 1,592 1,592 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation:Winter CFM: 0, Summer CFM: 80 0 2,967 1,320 4,286 AED Excursion: 0 0 275 275 Total Building Load Totals: 0 2,967 3,186 6,153 Check Figures Total Building Supply CFM: 85 CFM Per Square ft.: 0.386 Square ft.of Room Area: 220 Square ft. Per Ton: 429 Volume(ft3)of Cond. Space: (clg.) 1,756 * Based on area of rooms being heated or cooled (whichever governs system)rather than entire floor area. Building Loads Total Sensible Gain: 3,186 Btuh 52 % Total Latent Gain: 2,967 Btuh 48 % Total Cooling Required Including Ventilation Air: 6,153 Btuh 0.51 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Enrique\Documents\Elite Software\Rhvac 8 Projects\Minski Residence1.rhv Saturday,April 13,2013, 8:29 AM Rhvac-Residential&Light Corrimercial HVAC Loads Elite Software Development,Inc. Quality Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah,FL 33012 Page 6 ®stalled Room Loads - Room 1 - Powder(Average Load Procedure Gener.f Calculation Mode: Clg. only Occurrences: 1 Room Length: 5.5 ft. System Number 1 Room Width: 7.7 ft. Zone Number. 1 Area: 42.0 sq.ft. Supply Air 8 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 337.0 cu.ft. Req.Vent. Cig: 30 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air 8 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 95 ft./min. Percent of Supply: 94 % Runout Air Velocity: 95 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.011 in.wg.1100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen` Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12E-Obw 5.5 X 8 44 0.068 0.0 0 1.0 0 46 SW-Wall-12E-0bw 7.7 X 8 61.4 0.068 0.0 0 1.0 0 64 NW-Wall-12E-0bw 5.5 X 8 44 0.068 0.0 0 1.0 0 46 Floor-22A-pl 26 ft..Per. _ 26 0.989 0.0 0 0.0 0 0 Subtotals for Structure: 0 0 156 Infil.:Win.: 0.0, Sum.: 0.0 149 0.000 0 0.000 0 0 AED Excursion: 27 Room Totals: 0 0 183 C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsWlinski Residence1.rhv Saturday,April 13, 2013, 8:29 AM Rhvac-'Residential&Fight Commercial HVAC Loads Elite Software Development,Inca Quality Flow Comfort,Inc. interior Renovation For Minski Residence Hialeah FL 33012 Page 7 ®etailed Room Loads - Room 2 - New Bathroom (Average Load Procedure) General Calculation Mode: Clg. only Occurrences: 1 Room Length: 9.5 ft. System Number 1 Room Width: 7.7 ft. Zone Number: 1 Area: 73.0 sq.ft. Supply Air 37 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 583.0 cu.ft. Req.Vent. Clg: 50 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 37 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 35 CFM Runout Air Velocity: 422 ft./min. Percent of Supply: 94 % Runout Air Velocity: 422 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.202 in.wg./100 ft. Actual Summer Infil.: 0 CFM item Area -U- Htg; Sen Cig tat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 SW-Wall-12E-Obw 7.7 X 8 55.4 0.068 0.0 0 1.0 0 58 NW-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 NE-Wall-12E-Obw 7.7 X 8 61.4 0.068 0.0 0 1.0 0 64 SW-GIs-1 B-cb shgc-0.78 0%S 6 1.070 0.0 0 68.0 0 408 Floor-22A-pl 34 ft..Per. 34 0.989 0.0 0 0.0 0 0 Subtotals for Structure: 0 0 690 Infil.:Win.: 0.0, Sum.: 0.0 275 0.000 0 0.000 0 0 AED Excursion: 119 Room Totals: 0 0 809 C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsWinski Residence1.rhv Saturday,April 13, 2013, 8:29 AM Rhvac-I,Residential S Light Commercial HVAG Loads Elite Software Development,Inc. Qua14 Flow Comfort,Inc. Interior Renovation For Minski Residence Hialeah;FL 33012 - Pa e 8 Detailed Room Loads - Room 3 - Changing Area (Average Load Procedure) Gener§l Calculation Mode: Clg. only Occurrences: 1 Room Length: 9.5 ft. System Number. 1 Room Width: 11.0 ft. Zone Number: 1 Area: 105.0 sq.ft. Supply Air: 40 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 836.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 40 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 37 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 94 % Runout Air Velocity: 456 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.236 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item i Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain' SE-Wall-12E-Obw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 SW-Wall-12E-Obw 11 X 8 82 0.068 0.0 0 1.0 0 86 NW-Wall-12E-0bw 9.5 X 8 76 0.068 0.0 0 1.0 0 80 NE-Wall-12E-0bw 11 X 8 88 0.068 0.0 0 1.0 0 92 SW-GIs-1 B-cb shgc-0.78 O%S 6 1.070 0.0 0 68.0 0 408 Floor-22A-pl 41 ft..Per. 41 0.989 0.0 0 0.0 0 0 Subtotals for Structure: 0 0 746 Infil.: Win.: 0.0, Sum.: 0.0 328 0.000 0 0.000 0 0 AED Excursion: 129 Room Totals: 0 0 875 C:\Users\Enrique\Documents\Elite Software\Rhvac 8 ProjectsWinsid Residence1.rhv Saturday,April 13,2013, 8:29 AM U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No, 1$60-0008 National FloodlnsurancePyoomn Important: Read the instructions on pages 1-9.. Expiration.Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Buildiri Owner's Name Policy Number JOELq MINSKI 13-229 A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 9969 N.E. 4TH AVE. RD. City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 1 & 2, BLOCK 96, P.B. 15, PAGE 14. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.N25°52'03.23 Long, W80'11'08.77" 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. AT Building Diagram Number _8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1,530 sq ft a) Square footage of attached garage 660 sq ft b) Number of permanent flood openings in the crawlspace 14 b) Number of permanent flood openings in the,rached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade / c) Total net area of flood openings in A8`b =2 sq in c) Total net area of flood openings in A9.b Nom- sq in d) Engineered flood openings? ❑ Yes 19 No _ d) Engineered flood openings? { Yes 9 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Efevation(s)(Zone Effective/Revised Date Zone(s) AO,use base flood depth) 12086CO306 L 9/11/09 9/11/09 X N/A B10. indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. 0 F1S Profile R FIRM ❑ Community Determined ❑ Other/Source: B11. 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 System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 0 No Designation Date:NIA ❑ CBRS ❑ OPA i 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/Al-A30,AR/AH,ARIAO.Complete Items C2.a-h below according to the building diagram specified in item A7.In Puerto Rico only,enter meters. Benchmark Utilized: N-802 Vertical Datum: NGVD 1929 Indicate elevation datum used.forthe elevations in items a)through h)below. 0 NGVD 1929 ❑NAVD 1988 ❑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) 10. 20 0 feet ❑meters b)Top of the next higher floor 13._2T0__ 0 feet. ❑.meters •c) Bottom of the lowest horizontal structural member(V Zones only) N A. 0 feet ❑meters °d)'Attached garage(top of slab) - 9 G ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 10 feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9 01 feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) -g 30- feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N A. 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.l 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 9001. Check here if comments are 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 Adis N.Nunez License Number 5924 3/8/13 Title Reg.Land Surveyor Company Name Blanco Surveyors,Inc. PLS#5924 Address 555 hove Dr. City Miami Beach State FL ZIP Code 33141 Signature Date 3/8/13 Telephone 305-865-1200 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION GERTIFICAT�page z 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, 9269 N.E. 4TH AVE RD. Mate City MIAMI SHORES FLORIDA 3 �P3�ode Company NAIC 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 LATITUDE & LONGITUDE OBTAINED BY GOOGLE. CROWN OF THE ROAD ELEVATION: 10.03' ON CENTERLINE ON CNETER OF ROAD.. ;', N-802 LOCATOR: 3250 W ELEV: 8.97' Signature 3/8/913e SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO ARID 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,crawispace,or enclosure)is ( •feet meters 0 above or[3 below the HAG: b)Top of bottom floor(including basement,crawlspace,or enclosure)is feet meters [above or[3 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 feet [3 meters [I above or [ below the HAG. E3. Attached garage(top of slab)is Q feet [3 meters 0 above or Q below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet [I meters []above or[3 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? 0 Yes 0 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 Address City State ZIP Code Signature Date Telephone Comments 1-1 Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by taw 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 kem(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.0 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.) G2.0 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.EJ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5, Date Permit Issued 66. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction [I Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: feet [I meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: feet meters Datum G10.Community's design flood elevation: El feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 1`1 Check here if attachments. FEMA Form 086-0-33(7/12) _.._._. Rpnlar-.-.q qll nmviom,editions. Building Photographs See Instructions for Item A6. �FbF'aflI2i9i$ BTSi# ' Building Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. P�lEGY Num6eF 9969 N.E. 4TH AVE. RD. 13-229 -3 - City State ZIP Code MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two bufiding photographs below according to the instructions for Item A6. Identify all photographs with: date taken, "Front View" and "Rear View",and, if required, 'Right Side View"and"Left Side View." if submitting more photographs than will fit on this page, use the Continuation Page on the reverse. DATE TAKEN: 3/8/13 4 FRONT VIEW El y REAR VIEW k f �\ , r 711 as ` g r i,A 04119/2013 15:28 FAX 1 800 885 7530 DATA SCAN FIELD SERVICES [A001 *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO 3531 RECIPIENT ADDRESS 93058218494 DESTINATION ID ST. TIME 04/19 15:28 TIME USE 00' 17 PAGES SENT 1 RESULT OK Miami %00'O"'hores Village oki building Department ■raa � � dgtgq�' 10050 N.['-.2nd Avenue � � y� i�li4illTtl ii(lf£:??.;. F loridn 33133 "j`ft—r i'c'f: (305) 795.220 ��-®RIi�P� F,:1x: (.305) 756.8,,)72 April 16, 2013 Permit No: RC13-425 Build€n_CEit!M 1) The elevation certificate conflicts with the plans. The p;r:,:;s she,i;. .,.,t. garage floor at 10.2 and the EC snows 9,9. Provide the cicw;:slion, of ti c dgc of pG vernont. The garage floor must be a minimum of 6" above 9r.1W:af,;t:n1. 2) Provide energy calculations for the new addition. PBC E porgy 10; NB Village 5��•Miami hores 1+ Building Department .Ilia 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �tORIUA Fax: (305) 756.8972 Permit No: RC13-425 Job Name: Page 1 of 1 Building Critique Sheet 2ND 1) The elevation certificate conflicts with the plans. The plans show the garage floor at 10.2 and the EC shows 9.9. Provide the elevation of the edge of pavement. The garage floor must be a minimum of 6" above pavement. 2) Provide energy calculations for the new addition. FBC Energy 101 3) Revise the scope of work to exclude the pool under a separate permit. Norman Bruhn CBO 305-762-4859 Mechanical Critique Sheet 2ND 1. Need mechanical plans heat loads/energy calculations. Jan Pierre Perez Chief Mechanical Inspector 786.412.5318 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. ♦y�oR�s loss n...� Miami shores Village 7pr7q" Building Department 1OR1DP� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: I, Contractor • Owner Vol•Architect V P' ked up 2 sets of plans and (o ) Address: K From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D artment to contin a permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: AP 09.19. 2013 3:47PM No. 4232 P. 1 ARCHI-FAX ALKALI CONSTRUCTION CORPORATION 12000 Biscayne Boulevard Suite 704 N. Miami,PL 33181 PHONE (305) 866-4700 FAX(305) 866-9191 PLEASE DELI'V'ER.THE FOLLOWING PAGES TO; NAME Norm=Bxuhn DATE April 19,2013 FIRM Miami Shores Village FROM Abel Rubinovich FAX# 305-756-8972 # OF PAGES "FERENCE PERMIT BPP12-2393 9969 NE 4 Avenue Rd MESSAGE Mr.Bruhn,attached please seethe two letters requested in your Bu ding Critique dated Apri116. The stamps and seals are on the plans. We look forward to seeing you Tuesday at 3 PM, as set up with joana. Thank you, Miami ,y1�shores Village S' Building Department Evil � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 l0R1Dp` Fax: (305) 756.8972 April 16, 2013 Permit No: RC13-425 Building Critique 1) The elevation certificate conflicts with the plans. The plans show the garage floor at 10.2 and the EC shows 9.9. Provide the elevation of the edge of pavement. The garage floor must be a minimum of 6" above pavement. 2) Provide energy calculations for the new addition. FBC Energy 101 NB I Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. a t. s Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-192093 Permit Number: RC-3-13-425 Scheduled Inspection Date: May 30�2013 Permit Type: Residential Construction Inspector: Bruhn Norman Inspection Type: Framing Owner: MINSKI,JOEL&ANDREA Work Classification: Alteration Job Address:9969 NE 4 Avenue Road Miami Shores, FL 33138- Phone Number (305)510-0916 Parcel Number 1132060171230 Project: <NONE> Contractor: ALRALI CONSTRUCTION CORP Phone: (305)866-4700 Building Department Comments INTERIOR WORK, NEW BATHROOM AND STORAGE. Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-186687. Provide a mechanical "r permit and inspection. Floor joists have been notched. Provide detail from designer. Framing is incomplete at equipment and studs are cut short of top plate. Failed ❑ NB Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 29,2013 For Inspections please call: (305)762-4949 Page 8 of 18 9725 S.W.47 Tern, Miami,Florida 33174 Phone/Fax:786-294-0032 Mobile No:305-401-9154 G2 Consulting P9 Inc. May 29,2013 Miami Shores Village 10050 NE 2 'AVE. Miami Shores,FL Building Official RE: Report of Visual Structural Inspection 9969 NE 4b AVE.Road Miami Shores,Florida 33138 Permit#:RC-3-13-425 Dear Mr.Building Official: On February 24,2013, G2 Consulting Group,Inc. conducted a visual structural inspection of the above referenced residence. We inspected the existing wood joists supporting the second floor and the wood frame around the existing plumbing pipe. The inspection revealed that those wood joists that were notched were not affected in their structural capacity because the notch size is within the allowable limits permitted by the fbc. The existing wood headed that is part of the wood wall frame that looks discontinued does not represent any risk because this frame is not a bearing wall,(i.e.,does not support any secondary structural elements. We attest that to the best of our knowledge,belief, and professional judgment,that the structural components of the above referenced residence inspected is structurally sound. If you have any questions please feel free to call me. Sincerely, ROBERT T.GARCIA,P.E Fla. Certificate No.51370 1 Notice of Preventative Treatment for Terra (As required be i:t dda Building Code(FOC) 1042-6) Darn Quick Termft&•Fumiga*m, Inc. • 7401 N.W.7 St/Unit 711111 1,FL 33126 Phone(308)2$6.2220 - �. Add of Treatment or Oolto!Teralmont 015 13 Time � Y w t ct ch nioa used(acth a Ingredient) Number of gdloas aPPMW �-- 54 4 Percorrt of C Area boated(equara Unew feet Tniabed � . JS Stage of treabnerrt(HcrtzonW,Vertk*4 "nin b,retry#of dlotwb d areas) As per 4042.6-if ed d niM barrier mebod for termite prevwftn is used,final Wberier treatment shalt be comploted prior to final building approval. If this notice is for tiro final exteftr bwAmotM4 Initial and date*Is line ' Miami Shores Village Building Department MAR 01 2013 t 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 24 R) ING Permit No. PERMIT APPLICATION Master Permit No. 9,c- Is Permit Type: BLUDING ROOFTNG JOB ADDRESS: 9969 r#4th ave. Rd. City: Miami Shores County: Miami Dade gip; 33138 Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: ice.. �. ���� �A OWNER:Name(Fee Simple Titleholder): Phone#: Address.9969 nw 4th ave.RD. City: miami shores State: fl Zip: 33138 Tenant/Lessee Name: Phone#: Email: arkitekts @aoi.com CONTRACTOR:Company Name: alralli construction Corp I A.Phon 3058664700 1132 kane concourse#2 - 4 ° Address: 33154 City: bay harbor isl. State: zip: ° Roberto Gambach Phone#: 3058664700 Qualifier Name State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: arkitekts @aoi.com DESIGNER:Architect/Engineer: Miguel.de Diego Phone#: 9549263358 I Value of Work for this Permit:$ 0 Q L (�tD Squar'e/Linear Footage of Work: Type of Work: ®A&tron. ®Alteration ®New ❑Repair/Re la e DDem'olitio/ Description of Work: Color thru tire: �d Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ G 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 ELECTRICAL'WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.99 Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appfeTed and a reinspection fee will be charged Signature R "• ' . Signature Qwa r Agent �---Contractor The foregoing instrumec acknowledged before me this The fore oing' trument was acknowledged before me this day of ,20/ by A( day of � .2013 by who is personally known to me or who has produced who is personally known to me As id ratification and who did take an oath. as ide-adfication and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Sign: 1*0A Print: Print: P p94p 1VD 1g �o'�;...,dip ABET. .-t . ,.,.. My Commission Expire**4OFF0 * IN COMMISSION g D0 X769 My Commission E� * SxplliES:O Sam EXP IRES:October 13,2013 * To knk3.c;cekk�FSkakakk=Fa$kk�aka<$e;eXe>kkkkae:k'%k-knkk=k�/�xsk=k/%k>k�nk=kskatisKetikaR�skk>kk9kk�nkkk�9k�dF>k=kdFaeekkY,e�e-kk 3aaeskskk�Fkik>tiys kk�ID=kk9kkk�:kskk APPROVED BY '! J Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/09)(Revised 06/10/2009)(Revised 3/15/09) s p CFN 2013RO360216 OR Bk 28618 Ps 22431 Qps) RECORDED 05/07/2*313 15,58:11 HARVEY RUVINP CLERK OF COURT NOTICE OF COMMENCEMENT MIAMI-DADE COUNTY? FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST PAGE PERMIT NO?e 174-25930 rAx FOLIO NO.1 1-320r. ox-1- 12 PC- "S%i .5 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,the following information is provided in this Notes of Commencement. Space above reserved for US&of recording office -;2I al description f property aAnstZt/ladd Ld�.L %.�z (-!;�tack ir. 4v%JQ1 AW-4 ��r4w'r 1*j M1,90, �Uzwr X7AW-rAk A..Zx /�, - 2.D ption of irnpMve=.F_A-�0_t *4 Im 3.Owner(s)name and address 1926 Interest In property, Name and address of fee simple titleholder 'V 4.Contractors name,address d phone nurn L-0 ZEISZ iRk S-S LOX 5.Surety.(Payment bond required by owner from contractor, If any) Name,address and phone number. Amount of bond$ 6.Lender's name and address: - f• , e 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provide4"by T" V Section 713.13(lya)7.,Florida Statutes, C, Name,address and phone number. 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Liervor's Notice as provided in Secti 713,13(1)(b),Florida Statutes. F Name,address and phone number: 9.Expiration date of this Notice of Commencement: U Pe expiration dede Is 1 year from the date of recording unless a different date Is spwMeo)L WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSID IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y01 A NOTICE OF COMMENCEMENT. � '1�' Sign6ture(s)Of or Owner(s)'Authorized Officer/Director/Partner/Manag . ��) I e2 Prepared By C-", � Prepared Print Name Print Name <r] Title/Office- 90-A-0ea Ra Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE _? The foregoing Instrument was acknowledged before me this day of By 41ndividually;or ❑as for of AB&DAWRUSIMMM WersonAlly known,or ❑produced the following type of Identification: ' Signature of Notary Public: xpins;uCtoDeria.70TT- 01M 111TUOUIrpnUlwy soft Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 9 M25,FLORIDA STATUTES Under penalties of perjury;I declare that I have read the foregoing and that the facts stated in It are true,to the best of my knowledge and belief. Signature(s)of Owner(s)or Owrier(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123.01-82 PAGES SMO Village Miami hores Building Department MAINE , Evil 10050 N.E.2nd Avenue Miami Shores, Florida 33138 s Tel: (305) 795.2204 �iORTDp' Fax: (305) 756.8972 March 13, 2013 Permit No: RC13-425 Building Critique 1. 1) Provide an elevation certificate. 2. 2) Provide energy calculations. 3. 3) Identify the work per FBC Existing. 4. 4) Provide mechanical plans and permit. 5. 5) The plans show that the new work will be at the same elevation of the existing home in the bath and garage. Will the garage be elevated? Identify the existing elevation of the garage and the house. If a new floor will be required provide a detail of new work. 6. 6) Provide HRS/DOH approval. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. PERMIT# CONTRACTOR:. t C&4 SUBMITTAL DATE: 'J ADDRESS: -� NAME: rn (\f154,0- A RESUBMITAL DATES: a NjEa PROJECT TYPE: c- ONING `�'/ �t3 FIRE STRUCTURAL IMPACT FEES ELECTRICAL RS/DER MB L NOC yy� CAL Miami shores Village Building Department u 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 4P iORIUA' Fax: (305) 756.8972 March 13, 2013 Permit No: RC13-425 Buildina Critique 1. 1) Provide an elevation certificate. 2. 2) Provide energy calculations. 3. 3) Identify the work per FBC Existing. 4. 4) Provide mechanical plans and permit. 5. 5) The plans show that the new work will be at the same elevation of the existing home in the bath and garage. Will the garage be elevated? Identify the existing elevation of the garage and the house. If a new floor will be required provide a detail of new work. 6. 6) Provide HRS/DOH approval. I Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. 5*ii� A Miami shores Village Building Department R ' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PE IT#: DATE: C I, pI-Gontr r o caner o Architect ` p\ Picked up 2 sets of plans and (other)_ Address: 9) L C1 NJl&—) From the building department on this date in order to have corrections done to plans And/or get County amps. I understand that the plans need to be brought back to Miami Shores Village Buildi Department to continue permitting process. tea' Acknowledged by: i PERMIT CLERK INITIAL: r RESUBMITTED DATE: s Cf � PERMIT CLERK INITIAL. . Miami shores Vllla9 e Building Department KEEN 10050 N.E.2nd Avenue Miami Shores, Florida 33138 " ,y a Tel: (305) 795.2204 x0RIUA Fax: (305) 756.8972 April 8, 2013 Permit No: RC13-425 Building Critique 1. 1) The elevation certificate conflicts with the plans. The plans show the garage floor at 10.2 and the EC shows 9.9. Provide the elevation of the edge of pavement. The garage floor must be a minimum of 6" above pavement. 2. 2) Provide energy calculations for the new addition. FBC Energy 101 3. 3) Revise the scope of work to exclude the pool under a separate permit. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Sr�O 14 I Village Miami hores Building Department MINN n � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 4ly �y� Tel: (305) 795.2204 l0R1Up'' Fax: (305) 756.8972 April 9, 2013 Permit No: RC13-425 Mechanical Critique—Jan Pierre Perez 1) Need Mechanical plans heat loads/energy calculations. Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re-submittal drawings. 111 1 11 111 111 111 111 X111 RECORDED 07/15/2013 15:51:53 HARVEFAREVIN? C=LERK OF COURTr MIAMI–DADE COUNTYP FLORIDA LST„ ,, am� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 p R Tel: (305) 795.2204 sTATE OF FLORIDA,couwfaDC ) 756.8972 �coy I HERESY CER77FYvW!this is 9 cg of ate � a MOW&fed on dey of cress ba ®� & ,A.D.20 11–PREPARED BY: R"AI�fSS m,hand-gam ocdkEd L•fARVEY RININ, C®uytfp courts DECLARATIO D.C. KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned AW�SE.A X i A/.�f�.) is/are the fee simple owners)of the following described property(°Property°) situated and being in Miami Shores Village,Florida: Lots) 1 — Block q& of 07/0)/n/ 014'p et.'s' g(Subdivision),according to the plat thereof,as recorded in the Plat Book 16— Page of the Public Records of Miami-Dade County,Florida,(address)_ ALJ V,. and WHEREAS,the undersigned owner(s)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which Is acknowledged,the undersigned do(es)hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance with the codes,rules and regulations of said Village then In effect IN WITNESS WITNESS WHEREOF the undersigned has/have caused hands and seals to be affixed hereto on this Jf. day o f 2oy L-'5 WITNEF”5(ES) ignature Signature 6 and Print q_ and Print Signature Signature and Print /I/o 7"- �� and Print STATE OF FLORIDA ) COUNTY OF MIAMI-DADE j I HEREBY CERTIFY that on this day personally appeared before me ild.'�-K9 who is personally known tome or has produced (type of identification)as identification and.he/she acknowledge that he executed the fareioing,freely and voluntarily,for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of eJ a f- My commission expires: c* n NP 0_ .",.. BII(� 69 Q EXPIRES:October 13,2013 pno Bondedtfun N Sevices t . , t , s r z. u"°=any ';� � N�� � ,�..,.� � � - ,� ,,w, �w �,,,, ��� �„ �.,,� ,• :-� `r `� �. i 3 m f` 4 I :m.. ,y '};'ems? ���� `�"�.�-✓"'�`- ,F>% s.�;..,, '�'.��s,? w. :s F'_. �. ' -� -nTi��"� ':7 �:. gg <:�� �.:. ��t ,rte�z e � �t� s 4x, ��.3 .,:�3 A���` �z.�F � .���� .. � �x"� �°` �'��'�r v 4w .�,�,��, � :»• . -����she• `�,- �F `�°"ca 'gs. �.'-z�`F�?�" ,�z,�.�'a �:r$.,' � _ hS ,'�', � `c� �' 1„s`a t� °'� r 3���._� � T �„-�'➢-a.,..�' ..,`�� aid j a"'`-e�'�=.e't,..yk �.��",�.� �,�� a�. - -'r..� .._.�� 3 � � - ', � � 7E a r a �� 'r•�,as�.,� '�s;*� � S'a„ � � ,_ ��+�7.*'wr°iq�ii.a�i�5! °� •s.A .,uv�"ti° :„�3 z� .rr� ' ���"f.x 3� ��'`