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RC-18-674�sNOR us y� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 tornvA Permit NO. RC-3-18-674 Permit Type: Residential Construction Pen Work Classification: Garage Enclosure Permit Status: APPROVED Issue Date: 4/26/2018 1 Expiration: f0/23/2018 Project Address Parcel Number Applicant 126 NE 107 Street 1121360070220 ILEANA ESTHER FAJARDO Miami Shores, FL 33161-7032 Block: Lot: Owner Information Address Phone Cell ILEANA ESTHER FAJARDO 126 NE 107 Street MIAMI SHORES FL 33161- 126 NE 107 Street MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone ARCO CONSTRUCTION 305-892-6507 roved: In Review Valuation: $ 19,244.00 Total Sq Feet: 200 ate Approved:: In Review ate Denied: ype of Construction: CONVERSION OF EXISTING GARA Occupancy: Single Family tories: Exterior: ront Setback: Rear Setback: aft Setback: Right Setback: edrooms: Bathrooms: lans Submitted: Yes Certificate Status: ertificate Date: Additional Info: CONVERSION OF EXISTING GARA( and Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $12.00 CO/CC Fee $15.00 DBPR Fee $8.66 DCA Fee $5.77 Education Surcharge $4.00 P&Z Review Fee $35.00 Permit Fee $577.32 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $1,365.75 Pay Date Pay Type Amt Paid Arnt Due Invoice # RC-3-18-66801 03/14/2018 Credit Card $ 200.00 $ 1,165.75 04/26/2018 Check #: 697 $ 1,165.75 $ 0.00 Bond #: 3728 Avaname ins Inspection Type: Review Electrical Review Building Review Building Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing Review Plumbing Review Planninq In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named tractor to do the work stated. April 26, 2018 Authorized Signature: Owner / Building Department Copy April 26, 2018 / Agent BUILDING PERMIT APPLICATION PIUILDING ❑ ELECTRIC Miami Shores Village RiEcIlIvEc Building Department MAR 1 mR 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 h FF B/C 20 Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: U City: Miami Shores County: Miami Dade Zip: 5 � 6 1 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: ,, _ �jFlood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � LaCjQA— FAT4aLP U Phone#:36.F —Go -/ S y Address: �(0 Q S City: LS I-WS State:L Zip: Tenant/Lesse�eyNaame: Phone#: Email: fA: O o I CONTRACTOR: Company Name: 4*c O ct ' (_�CJ�'ifJ. Phone#:Ztss�+�� Address: gg AJJ 10 City: State: Zip: �TZ� Qualifier Name: Z14.5 r25:a2 :T Phone#: oare?q 2 State Certification or Registration #: (-GIC f-0-r 6 :7 Certificate of Competency #: DESIGNER:nArcthiitect/Engineer: Phone#: Address: ' / X �� 1 � "7 4 � 1�1 City: if. 14Ct State: �i— Zip: Value of Work for this Permit: $ 0", OQ Square/Linear Footage of Work: 27 Coto Type of Work: ❑ Addition IEL Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru the: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Notary $ Double Fee $ Bond $ S� S TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) V Bonding Company's Address f 11 City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 #Qt be approved and a reinspection fee will be charged. OWNER bd AGENT The foregoing f nstrument was acknowledged beforerDLe this —2-'2) day of ' 20 by 1 T� I ✓ is personally known to me or who has produced T` I(Pj2SV/• as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of . 20, by . who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Si Sign: Print: " MY COMMISSION # GO 044602 1 Print: _ Seal: II[ �,F4 f •' BcndedThruNot rYPublic Underwriters I Seal: as APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Arco Construction Corporation March 14, 2018 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 126 NE 107 Street, Miami Shores, FL 33161 Sworn to (or affirmed) and subscribed before me this 14 day of March 2018 ,by Personally know Or Produced Identification Type of Identification Produced MANARAI K. GONZALEZ MY COMMISSION # GG 044602 EXPIRES: November 2, 2020 Print, Tyle or Stamp Name of Notary General Contractors/CGC150516311665 N.E. 137`h Terrace/N. Miami, FL 33181 305.892-6507 Miami shores Village Building Department 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 and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Si Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 22) day of�� B to , 20 ByL�p�j Cam. �� who is personally known to me or has produced L ULG� N as identification. I Notary: SEAL: Notary Public State of Florida f;15� ^ Sindia Alvarez < My CommissionFF 158750 Expires og10312018 3/14/2018 Property Search Application - Miami -Dade County Y PRAISER I.OFFICE OF THE PROPERT"'," A Summary Report Property Information Folio: 11-2136-007-0220 Property Address: 126 NE 107 ST Miami Shores, FL 33161-7032 Owner ILEANA ESTHER FAJARDO Mailing Address 126 NE 107 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,462 Sq.Ft Living Area 1,162 Sq.Ft Adjusted Area 1,301 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $90,550 $90,550 $90,550 XF Value $1,101 $1,116 $905 Market Value $322,289 $289,673 $255,349 Assessed Value $295,756 $289,673` $93,078 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $26,533 $162,271 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 3 PB 42-33 LOT 6 BLK 208 LOT SIZE 75.000 X 123 OR 16182-0914-13 1293 1 Generated On: 3/14/2018 Taxable Value Information 2017 2 ii) 161 2015 County Exemption Value $50,000 $50,000 $50,500 Taxable Value $245,756 $239,673 $42,578 School Board Exemption Value $25,000 $25,0001 $25,500 Taxable Value $270,7156 $264,673 $67,578 City Exemption Value $50,0 10 $50,0 10 $50,500 Taxable Value $245,756 $239,673 $42,578 Regional Exemption Value $50,0001 $50,0001 $50,500 Taxable Value $245,756 $239,673 $42,578 Sales Information OR Previous Price', Book- Qualification Description Sale Page 12/08/2015 $340,000 29886 Qual by exam of deed 3624 11/17/2015 $0 29859 Corrective, tax or QCD; min consideration 3776 12/01/1993 $62,000 16182- Sales which are qualified 0914 00000- 1 Sales which are disqualified as a result of 10/01/1990 $0 00000 1 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: TRAVIS HENDALL Planning & Zoning Director 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE: (305) 795-2207 FAX: (3051 756-8972 DEVELOPMENT ORDER File Number: PZ-2-22-18-08 Property Address: 126 NE 107"' Street Miami Shores FL 33161 Owner/Applicant: Ileana Fajardo Address: 126 NE 107th Street Miami Shores FL 33161 Whereas, the applicant Ileana Fajardo (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 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage Conversion. Whereas, a public hearing was held on February 22, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 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. 2) Applicant to maintain two (2) legal parking spaces on site. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. Page 1 of 2 DO-PZ-2-22-18-08-Fajardo_GarageConversion VISIT US I www.miamishoresvillage.com 1 5) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) 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. 7) Applicant to meet all applicable code provisions at the time of permitting. 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. 9) The distance from the house to the driveway must be a minimum of 5'. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22°d day of February, 2018 by the Planning and Zoning Board as follows: Motion to approve subject to Staff s recommendations by Mr. Snow, seconded by Mr. Brady and the vote passed 3-0. Mr. Snow Yes Mr. Bergman Absent Mr. Hegedus Absent Mr. Brady Yes Chairman Busta Yes Date JoIlMusta Chair, Planning Board Page 2 of 2 DO-PZ-2-22-18-08-Faj ardo_GarageConvers ion Y 1 t � MecaWind Std v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 4/9/2018 Project No. Company Name ED LANDERS Designed By ENGINEER Address 126 NE 107 ST Description RESIDENCE City MIAMI SHORES Customer Name State FLORIDA Proj Location FLORIDA File Location: C:\Users\oscar\Desktop\working drawings\WORKING ED LANDERS\2018 PROJETCS ED\01-19-18_126 NE 107th ST-GARAGE\WINDOWS wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 •••• Am = 0.11 Bm = 0.80 • • Cc = 0.15 • • 1 = 650.00 tt • • •••• •••••• Epsilon = 0.13 Zmin = 7.00 fte • •••• • Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 d)eg ••• •••• • h: Mean Roof Ht = 12.50 ft Type of Roof = GABLED TJJ ?��AN •••••• RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft • • • OH: Roof Overhang at Eave= .00 ft Overhead Type = No Over}y,?'J••• • • Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 30.00 ft••• ••• • • •••••• ••• • • • ••••• Gust Factor Calculations • • 66 Gust Factor Category I Rigid Structures - Simplified Method •• •••••• Gustl: For Rigid Structures g (Nat. Fre >1 q• Hz) use 0.85 = 0.85 •••••• • • • • • • Gust Factor Category II Rigid Structures - Complete Analysis • • :••••• Zm: 0.6*Ht = 7.50 ft • • • • • lzm: Cc*(33/Zm)^0.167 = 0.19 •• • • • •••••• Lzm: 1*(Zm/33)^Epsilon = 540.11 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/- 7 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27I Kh: 2.01* (Ht/Zg) ^ (2/Alpha) Kht: Topographic Factor (Figure 6-4) 1.00 R� VFr Qh: .00256*(V)^2*I*Kh*Kht*Kd = 9 Ps f y Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.8 Roof Area = 1264.91 ft Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 40 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.92 -10.09 Side Walls -0.70 -31.92 -17.09 Wall Windward Windward ----------------- Windward - Min Cp Windward - Max Cp Elev Rz Rzt Cp qz Press Press Total %� p. LA ft psf +GCpi -GCpi +/-GCpi %�� Q�� , • • • • • . N��C fee -------------------------------------------- ` ��P • �C' E NSF'•. 15.00 1.03 1.00 0.80 41.19 20.60 35.43 45.52 Q 10.00 1.03 1.00 0.80 41.19 20.60 35.43 95.52 a 4:41 r C 'j$; a •• k s Roof Location Cp Pressure Pressure X +GCpi(psf)-GCpi(psf) " ' jl ------------------- a .. -0.45 23.17 -8.34 �•'.� ��P 0.01 -7.06 7.76 Q�j/•�4 T Leeward Norm to Ridge -0.57 -27.37 -12.54 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.4 Deg, h/l= 0.31 MWFRS-Wall Pressures for Wind Normal to 30 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) ----------- ----------- --------------- ------ Leeward Wall -0.43 -22.59 -7.76 Side Walls -0.70 -31.92 -17.09 Wall Elev Rz Rzt Cp qz Press Press Total •••• psf- +GCpi -GCpi +/-GCpi • • ------------------ft- ------ • • •••• •••••• Windward 15.00 1.03 1.00 0.80 41.19 20.60 35.43 43.18 " ' •••• ' Windward 10.00 1.03 1.00 0.80 41.19 20.60 35.43 43.18 •••••• •••• • Roof - Dist from Windward Edge Cp Pressure Pressure �••••� +GCpi (psf) -GCpi (psf) • • • • • • • • • •••••• --------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -38.93 -24.10 •••••• ••• • • • Roof: 6.3 ft to 12.5 ft -0.90 -38.93 -24.10 • • • • ••••• Roof: 12.5 ft to 25.0 ft -0.50 -24.92 -10.09 •• •• •• •••••• Roof: 25.0 ft to 40.0 ft -0.30 -17.92 -3.09 • ' Notes - Along Ridge • • :••• " •••• •• Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.31 • • • • Wind Pressure on Components and Cladding (Ch 30 Part 1) •• • All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- WINDOW A 5.20 2.10 10.9 4 0.99 -1.09 48.33 -52.45 WINDOW B 3.00 3.20 9.6 4 1.00 -1.10 48.61 -52.73 f FORMS Residential Building Thermal Envelope Approach FORM R402-2014 Climate Zone ❑ Scope: Compliance with Section R402.1.1 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form F1402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations, and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Altemative memoo, n may smi comply PROJECTANDADD ESS: EXISTING RESIDENCE AND ADDRESS: 126 NE 107 ST section ti4ub or me monoa BUILDER: uoae, tnergy k2nservauon. PERMITTING OFFICE: MIAMI JURISDICTION NUMBER: PERMIT NUMBER: 1. Fill In all the applicable spaces of the "To Be Installed" column on Table R402A with the Information requested. AI9--ToJ16 Installed" •elsss must b4 • • equal to or more efficient than the required levels. • • • • • • • • • 2. Complete page 1 based on the -To Be Installed" column Information. • • • • • • • • ; • 3. Read the requirements of Table R4028 and check each box to Indicate your Intent to comply with all applicable Items• • • • • 4. Read, sign and date the "Prepared By" cwd lcatlon statement at the bottom of page 1. The owner or owner's agent nystplao sign #nd date rte.the fo• • . • ; • • •••••• • • 1. Now construction, addition, o►existing building 1. FXISTING Rt11LDING .. • • • • • 2. Singledamiy detached or multlple-tamily attached 2. SINGLE-FAMILY ATTACHED _ _ • • • • • • 3. If multiple -family, number of units covered by this submission 3. • • "' • • • • • •-w- • 4. Is this a worst case? (yealno) 4, NO • • • • • 5. CondMonsd floor area (sq. ft.) S. 3000 • • • • • • • : • 6. Windows, type and area •: •. : a) U-factor: o 65 • • • • • • • • 68. • • b) Solar Heat Gain Coefficient (SHGC) 6D, 0.25 • • c) Area 6c, 1000 SF 7. Skylights a) U-factor: 78. b) Solar Heat Gain Coefficient (SHGC) 7b. 6. Floor type, area or perimeter, and Insulation: a) Slab -on -grade (R•value) ea, NR b) Wood, raised (R•value) Ob. c) Wood, common (R-value) 6c. d) Concrete, raised (&value) ad. e) Concrete, common (R-value) Be. 9. Wall type and Insulation: a) Exterior. 1. Wood frame (Insulation R-value) 921. 2. Masonry (Insulation R•vakre) 9s2, R-4.2 b) Adjacent: 1. Wood frame (Insulation R-value) 9bl. 2. Masonry (Insulation R•value) 9b2. 10. Ceiling type and Insulation a) Attic (Insulation R-value) 108, R-30 b) Single assembly (Insulation R-value) 10b. 11. Air distribution system: a) Duct location, insulation its. ATTIC b) AHU location 11b, CLOSET c) Total duct leakage. Test report attached. 11 c. 4 cfmfl oo s f. Yes [' No 0 12. Cooling system: a) type 12s. CENTRAL b) efficiency t2Y, 7.7 13. Heating system: a) type 1l t l i 11 I f /77I'' 13a. CENTRAL b) efficiency: ``� f 14. HVAC sizing calculation: attached°� P, .. L ;AIv �� 13b. 14. ATTACHED Yss ' No . 15. Water basting system: a) type �� PP' E N S` •.� �0, , \G 15s. ELECTRIC b) e ~ p�' to.M lsb. 0.92 Review covered by this form Indicate o"Q oom1. pry I hereby certifMthisbuild of plans and specifications In compliancI" Energy Can_ier�ptigrj!_ / compliance with Ow Flodds Buitding Code, Energy Conservation. Before PREPARED B construction is complete, this building will be Inspected for compliance In I hereby s loeodnpllsnce with the F.iorMe BirAft- r accordance with Section 563.908, F.S. Code, EnergyConssrvation. i-•••TAB E U 44, �_ n•�.�o-Z' CODE OFFICIAL: OWNERIAGENT• ��•. C Date: �� 0 Ft FLORIDA BUILDING CODE - ENER" AIYT19il EDITION (2014) R-C.3 ��#filltttl�e ;ORMS TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows: U-Factor = 0.651 U-Factor - 0AW U-Factor = 0.65 SHGC =0.25 SHGC -0.25 SHGC= O.r15 Skylights U-factor = 0.75 (-factor - 0.65 !/-factor = L SHGC = 0.30 SHGC - 0.30 SHGC - Doors: Exterior door U-factor - 0.65' U-factor - 0.40' U-factor= Fkwrs: Slab -on -Grade NR NR Over unconditioned spaces' R-13 R-13 R-Value - Walls': Ext. and Adj. Frame R-13 R-13 R-Value - Mass Insulation on wall Interior. R-4 R-6 R-Value - Insulation on wall exterior R-3 R-4 R-Value = _ Ceilings`: R-30 R-38 R-Value = Air Infiltration: Blower door test is required on the building envelope to verity leakage 5 5 ACH; Total leakage = ACH test report provided to code official. Test rt Attached? Yes iJo e Airdistribution systems: Air hendpng unit Not allowed in ettfc Location: Duct F-value R-value>_ R-8 (supply In attics) or>_ R-6 (all other duct locations)- R-Value = • • Air leakage: • • • 4 Dud test Postconstruction test: Total leakage 5 4 cfm/100 s.f. Total leakage = �pps.f. Roug" test Total leakage 5 3 cfm/100 s.f. Test report Attached? Yes No{ Ducts in conditioned space Test not required it all ducts and AHU are In conditioned space Location: • • • • Air conditioning system: Minimum federal standard required by NAECA'. • • • • Centrals stem 5 65,000 Btu/h SEER 13.0 • • 1 6.00 • • • • Room unit or PTAC EER [from Table C403.2.3(3)] SEER= EER = 1 3.00• • Other. See Tables C403.2.3(1)-(11) • • • • Heeling system: Minimum federal standard required by NAECAs • • • • Heat pump 5 65,D00 Stu/h HSPF 7.7 (before 111/15); HSPF 8.2 (as of 1/1/15) HSPF- 7.7 • • • • • • Gas furnace, ran -weatherized AFUE 80% AFUE = • • • OH furnace, non -weatherized AFUE 63% AFUE = • • Other. Water heating system (storage type): Minimum federal standard required by NAECA6 • Electric' 40 gal: EF - 0.92 • • Gallons = 50 gal: EF = 0.90 EF = Gas fired' 40 gal: EF . 0.59 Gallons - 50 gal: EF - 0.58 EF = Other (describe): NR = No requirement. (1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building the maximum U-factor shall be 0.75 in Climate Zone I and 0.65 in Climate Zone 2. An area -weighted average of U--factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3) One side -hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4) R-values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior ofwall" requirement must be met except if at least 50 percent of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (5) Ducts & AHU installed "substantially leak free" per Section R403.2.2. Test required by an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. (6) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, Energy Coruervation. (7) For other electric storage volumes, min. EF - 0.97 - (0.00132 * volume). (8) For other natural gas storage volumes, min. EF = 0.67 - (0.0019 * volume). • •••••• •••• •••••• • • •••••• Lose: •• • TABLE R4028 MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting: IC -rated as having 5 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq.ft (swinging doors: 0.5 chWsf) when tested to NFRC 400 or AAMAAVDMA/CSA 101/ I.S. 2/A440. Fireplaces: Tight -fitting flue dampers & outdoor combustion air. Programmable R403.1.2 Where forced -air furnace is primary system, a programmable thermostat is required. thermostat I Air distribution system R403.2.2 Ducts shall be tested to Section 803 of the RESNET standards by an energy rater certified in accordance with R403.2.4 Section 553,99, Florida Statutes, or as authorized by Florida Statutes. Air handling units are not allowed In attics.. Water heaters R403.4 Comply with efficiencies In Table C404.2. Hot water pipes insulated to >_ R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe risers. Swimming pools & spas R403.9 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except it 70% of heat from site -recovered energy. Off/tlmer switch required. Gas heaters minimum !!arms( efficiency Is 82%. Heat pump pool heaters minimum COP is 4.0. Cooling/heating R403.6 Swing calculation performed & attached. Special occasion cooling or heating capacity requires separate system or equipment variable capacity system. Lighting equipment R404.1 At least 75% of permanently installed lighting fixtures shall be high -efficacy lamps. eY� :^ * T I► r''�1 ,�^ • �, j�'^ ':i` � ��~` ('% ' ��'v� 1 r r��t ti ' ,, r`.•^ �''r A';' Certificate of Completion Miami Shores Village r 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 !•;, Tel: 305-795-2204 Fax: 305-756-8972 OdI s Building Inspection Department Description: CONVERSION OF EXISTING GARAGE INTO A WORK ROOM AND LAUNDRY ROOM �r C' f z Permit Type Building (Residential) Bldg. Permit No. RC-3-18-674 Owner ILEANA ESTHER FAJARDO Contractor Arco Construction Corporation Subdivision/Project Date Issued 12/04/2018 Construction Type V-B Occupancy R-3 Type Square Footage 200.99 Flood Zone X yL9 i Location If the building is located in a special flood hazard area documentation of the as -built lowest floor ffi Y 126 NE 107 ST elevation or lowest horizontal structural member has been provided and is retained in the records of F 4 Miami Shores, FL 331617032 Miami Shores Village. } This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the • 'rr i �1ORES time of issuance this structure was in compliance with the ve rious ordinances of the jurisdiction regulating building construction or use. t c+ Z 15 o rS Building Officials Approval Ismael Naranjo, CBO 5 Not Transferable POST IN A CONSPICUOUS PLACE M1; 3 �r.�f�J;F/FF,r,'rr,„ r �,s;� r rr ,.5., , . ,.r,� +,r % ariir�.�.�J'�,'r'�'r"'r%y„/.oi,+%rr r rr„ ..r r , •�z.a ,�^� rr2'�1°//rr�?,!r //"'„:,rsr??n;7,,,�'-„+ram ,� RV rr _ llro.f I IN MEC 'ION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO.RC-3-18-674 Permit Work Classification: Garage Enclosure Issue Date: 4/26/2018 i Expires: 1 0/ 23/2018 ' INSPECTION REQUESTS: (305)7624949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1121360070220 Owner's Name: ILEANA ESTHER FAJARDO •. 'd • NE 107 Bond Number: 3728 Contractor(s) Phone Primary Contractor ARCO CONSTRUCTION 305-892-6507 Yes Owner's Phone: Total Square Feet: 200 Total Job Valuation: $ 19,244.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. i � � 'r; � 1i NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. L is INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) u Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Ceiling Grid Drywall Firewall �-r---� I Wire Lath � vvi atcci Pool Deck Final Pool Final Fence Screen Enclosure Driveway i Driveway Base Tin Cap Roof in Progress Mop in Progress Final Root _ Shutters Attachment Final Shutters Rails and Guardrails .DA compllance DOCUMENTS Soil Bearing Cert Soil Treatment Cert r1UUI EleVdUU1I3UTVey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION I JfATE II IS Attachment PUBLIC WORKS INSPECTION DATE INSP Excavation jNSPEC iON UATE INSN �Temporary Pole 30 Day Temporary Pool BOndinR Pool Deck Bonding `r'0u11 Wet NILJ-1e Underground _ Footer Ground -� Slab Wall Rough Ceiling gh Roug 'Telephone Rough ' Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough �..+,..-,.,...,, r-....,� Ilia] I Alarm Rough__ Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With TO �r ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm NSPECTION I DATE I INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains lGas r...T LV i ank Well Lawn Sprinklers Main Drain Pool Piping BaCK11UW PreVentOr Interceptor Catch Basins Condensate Drains HRS Final it -,.? / PLUMBING COMMENTS DATE I INSP jUnderground Pipe j l j R ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum t 5 MECHANICAL