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RC-16-1499 E 1 I Inspection Worksheet Miami Shores Village ` 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fact:(30WSS-8973 lnspectton Number: INSP-259992' Pemiimumber: RC-5-19-1499 Scheduled Inspection Date. May 04 2018 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Owner: LERA,LOZ ELENA Work Classification Addition/Alteration Job Address:190 NW 100 Terrace Miami'Shore's,FL 33160- Phone.Number Parcel Number 1131010230250 Project: <NONE> Contractor. ELTEC CQNSTRUICTION&I Phone: (305)694-1080 Building DeparteinentC+omm+ents REPLACE 13 WINDOWS AND 2 DOORS'REMOVE AND n aiRassed Comments ti REPLACE BATHROOM FIXTURES REMODEL KITCHEN INSPECTOR COMMENTS False 1 Inspector Comments Passed Failed } Correction Needed ❑ Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid May.61,2018 For Inspections please call: (305)762.4949 Page 1 of 31 ------------- ---------- Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 12/4/2017 To: Current Owner 1 190 NW 100 Terrace Miami Shores, FL 33150- Permit: RC-5-16-1499 Address: 190 NW 100 Terrace Miami Shores FI-33150- Dear Sir or Madam, . i Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." r ' Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. , Sincerely, Ismael Naranjo CBO) Building Director i Miami Shores Village Building Department 10050 N.E. 2"d Avenue i Miami Shores, FI 33138 Tel: 305-795-2204 Fax: 305-756-8972 12/4/2017 Owner: 190 NW 100 Terrace Miami Shores FL 33150- Process No: WS-7-17-1734 Address: 190 NW 100 Terrace Dear Sir or Madam: Our records indicate that the above referenced permit application'has expired. According to section 105.3.2 "Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued." In order to serve you better, we need to keep our files up to date. Please be advised that an expired permit application will hinder your ability to,obtain new permits, refinance or sell this property. It may also suspend a contractors permit privileges in Miami-Dade Countv. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely,. 1 Ismael Naranjo, KBe Building Director 305-795-2204 Permit NO RC-5-16-14'9'9 Miami Shores Village Permit Type:Rbsidential Construction � 10050 N.E.2nd Avenue NW Pen Work Classification:Addition/Alteration Miami Shores,FL 33138-0000 Permit'status.APPROVED Phone: (305)795-2204 F�ORLID issueoate:8;x10/201 ' Expiration: 02106/2017 Project Address Parcel Number Applicant 190 NW 100 Terrace 1131010230250 LUZ ELENA LERA Miami Shores, FL 33150= Block: Lot: Owner Information Address Phone Cell LUZ ELENA LERA 638 NE 97 Street MIAMI SHORES FL 33138-2471 Contractor(s) Phone Cell Phone Valuation: $ 14,000.00 ELTEC CONSTRUCTION&INVESTME (305)694-1080 (786)444-5703 Total Sci Feet: 00 Approved: In Review Available Inspections: Comments: Date Approved:: In Review Inspection Type: Final PE Certification Date Denied: Drywall Type of Construction:REPLACE 13 WINDOWS AND 2 DC Occupancy:Single Family Miscellaneous Stories: 1 • Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms:2 Bathrooms: 1 Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp .. Columns Bond Return: Classification:Residential Fill Cells Columns Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Wire Lathe CCF $8.40 Foundation DBPR Fee $6.30 Invoice# RC-5-16-59987 Window and Door Buck DCA Fee $6.30 08/10/2016 Credit Card $707.00 $0.00 F.Termite Letter Education Surcharge $2.80 F.Elevation Certificate Permit Fee $420.00 Review Planning Plan Review Fee(Engineer) $80.00 Review Building Plan Review Fee(Engineer) $160.00 Review Building Scannin�Fee $12.00 Declaration of Use Technology Fee $11.20 Review Electrical Total:' $707.00 Review Electrical 25 Review Plumbing r Review Plumbing o. Review Structural ` Review Structural 1 u Review Mechanical +.ry a 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 pertainingthereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptingG bis 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. =X ::E> 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 constructs n and zon' . Futhermore,I authorize the above-named contractor to do the work stated. r August 10, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 10, 2016 1 (10 P czp3 Miami Shores Village MAY 3 .2016 Building DepartmentY g ,�/� 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 v•1�"` Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBc Zo/� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING, ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 190 NW 100th Terrace _ �1�1. Q `.tcity: Miami Shores County: Miami Dade Fzi 3313 D 11-3101-023-0250 �-�--� Folio/Parcel#: 1 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):Luz Elena Lera Phone#:305-528-5552 Address: 190 NW 100th Terrace City: Miami Shores State: Florida Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: G�.�� ti C.�C�7'/S' /AG ion Phone#: Address: 2Z&joo /yi tt / 10 S -1 City: / Stater Zip: • , Qualifier Name: ! Phone#: State Certification or Registration#: C G I�/ �, Z1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: �--��A``d_dress:,....-,.,..-_ City: State: Zip: i Value of Work,for this Permit:$JN,bOo f Square/Linear Footage of Work: ,Type of Work: :❑ Addition ❑ Alteration `❑ New 1 ZRRepair/Replacep R '❑ Demolition Description of Work: RGa_ G�1A);n JG [19hfo0V"� �i tii IAreJ ReCIG CL . Kr MOVC, S00%(U n.h�t��UCt �"ir�1. ih�'uibr (,I�GfI�. in5-�4��,n,� � run Ica UOAt_ Specify color of color thru tile: �{ Submittal Fee$ Permit Fee$ t r0 `Q CCF$ 4G CO/CC$ Scanning Fee$ ( (�� Radon Fee DBPR$ (y •30 Notary$ _ Technology Fee$ l' ` Training/Education Fee$ I? ` Double Fee$ (77 Structural Reviews$ 8 ' q Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all;laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no a approved and a reinspe ion fee will be charged. Signature _ Signature 0 OWNER or AGENT CONTRACTOR The foregping instrume as acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ZJ, 2 , by c3/ dayof _ 1 by wh is personally know r -mow rsonally kn wn t ' me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: � f I Sign: Notary PAZ Public a (�� Is ` �} -Print: .•"' •'Mr COMMCom .met 18'2017 Seal: * MYCOMMISSION f FFTAX Iondded ftotlon I M 483712 r EXPIRES:February 22,20f8 TAr011p11 Nt111rW Notary Atte. Sonded fire Budget NoWy Smki.1 ************************************ *** ******************************************************************* APPROVED BY Plans Examiner Zoning IJ-7 Structural Review Clerk (Revised02/24/2014) r ELTEC CONSTRUCTION & INVESTMENT LAW-IDATION GROUP, INC. E..0.. 2400 NW 98 ST. MIAMI FL.33147 l CGC'1517589 • -Cell)386-855-2029 F 305-694-1080 C 305-216-4225 - - -- _,,_Keliodphillil2s@att.net eliodphillips@att.net ] Date:July 21,2016 Before me this day personally appeared Elrod A.Phillips who,being duty authorized and say: That he or she will be the only person working on the project located at: --------------1-ne---- V_i�_ z.1-5- hz_X___ Z�00 Sworn to(or affirmed)and subscribed before me this 23 day of February 2016. 232-L (Signature) (Date) 22 (Print name) STATE FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledge before me this22 day of*—20�by !'car ?A,-11ia5 on be half of []who is personally know to me or[]has produced as identification. Notary Signature �a�.. VERONICA PHIWPS Type or print Name Z(�.�/ MY COMMISSION#FF 068609. * * EXPIRES:February 22,2Q18 IlArFOFF��P\�! Bonded thrp Budget Notary Services Work URL elte�nstrution r l Page 2 • , oSKREs Get Miami shore's Village Building Department artment 10050 N.E.2nd Avenue oRIDp' 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 ELOW YOU ACK WLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge�befPre me this Z,3 day of ,20/6 . By (_u Xray who is personally known to me or has produced A G oo S a 71 Q k as identification. Notary: SEAL: VERONICAPHRI PS * * MY COMMISSION#FF 068609 Bonded TAruBudget Notary Servhs MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 7/16/2016 Project No. N/A Company Name Arshad Viqar Designed By Arshad Viqar Address 1175 N.E 125th Street Suite 20 Description Addition & Window, Door Replac City Miami, F1. 33161 Customer Name LUZ E. LERA State Fl. Proj Location 190 N.W. 100th Terr. Miami Sho File Location: C:\LUZ E LERA-MIAMI-SHORES-190-NW-100-Ter.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft i Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 13.44 ft Type of Roof = GABLED RHt: Ridge Ht = 17.88 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.40 ft Overhead Type = OH w/ soffits Bldg Length Along Ridge = 40.50 ft Bldg Width Across Ridge= 50.50 ft Gust Factor Calculations Gust Factor Category I Rigid.Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.65 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * (Kzt(0.33*z))^0.5 = 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 un 1- It 1 See FS M-2 for Parapet wird Ro Pressures r s Mu 11 reH�i S ee lable 27.6-�}n. Meda roof ht. Ph . .. Wind ` Walt Psres SeeTabte 27.6-1 Plan Edo" , .. x Gabled Roof Rod dd 1 . ZOMA Wt povh i 1 MWFRs Pressures for Wind Normal to 40.5 ft wall (Normal to Ridge) r -2- r WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.25 h: Height to top of Windward Wall = 9.00 ft ph: Net Pressure at top of wall (windward + leeward) = 37.46 psf p0: Net Pressure at bottom of wall (windward + leeward) = 37.46 psf ps: Side wall pressure acting away from wall = .56 * ph = -21.15 psf pl: Leeward wall pressure acting away from wall = .35 * ph = -13.22 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.24 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.24 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 13.442 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 18.43 Deg Zone Load Casel Load Case2 psf psf ---- --- ----- ---------- 1 -29.05 10.09 2 -23.48 -10.30 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -21.79 psf Povh3: Overhang pressure for zone 3 = -27.03 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.57 psf Povh3: Overhang pressure for zone 3 = .00 psf Notes - Normal to Ridge MWFRS Pressures for Wind Normal to 50.5 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.80 h: Height to top of Windward Wall - 17.88 ft ph: Net Pressure at top of wall (windward + leeward) = 39.67 psf p0: Net Pressure at bottom of wall (windward + leeward) = 39.34 psf ps: Side wall pressure acting away from wall = .54 * ph = -21.42 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -15.07 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.59 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.27 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 13.442 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 18.43 Deg Zone Load Casel Load Case2 psf Psf --- 1 - -29 05 -- 10.09 2 -23.48 -10.30 3 -36.05 .00 4 -32.18 .00 1 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): I LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -279 psf Povh3: Overhang pressure for zone 3 = -277..03 psf LOAD CASE 2: E Povhl: Overhang pressure for zone 1 = 7.57 psf Povh3: Overhang pressure for zone 3 = .00 psf Notes - Along Ridge Wind Pressure on Components and Cladding (Ch 30 Part 1) sAft.j. A-2-L 1 E F E Roof �A F 1 F E 1 L� not 1 1 F E ShUm :5 1 E E 2; 1 12 2: 1 EE 2 F 1 E E E 4 1 t i 1 E 1 E 15 6 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 4.05 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- OPENING 10 SQ.FT 3.16 3.16 10.0 4 1.00 -1.10 40.05 -43.45 OPENING 10 SQ.FT 3.16 3.16 10.0 5 1.00 -1.40 40.05 -53.63 OPENING 15 SQ.FT 3.90 3.90 15.2 4 0.97 -1.07 38.96 -42.35 OPENING 15 SQ.FT 3.90 3.90 15.2 5 0.97 -1.34 38.96 -51.44 OPENING 20 SQ.FT 4.50 4.50 20.3 4 0.95 -1.05 38.21 -41.61 OPENING 20 SQ.FT 4.50 4.50 20.3 5 0.95 -1.29 38.21 -49.95 OPENING 25 SQ.FT 5.00 5.00 25.0 4 0.93 -1.03 37.67 -41.06 OPENING 25 SQ.FT 5.00 5.00 25.0 5 0.93 -1.26 37.67 -48.86 OPENING 30 SQ.FT 5.50 5.50 30.3 4 0.92 -1.02 37.17 -40.56 OPENING 30 SQ.FT 5.50 5.50 30.3 5 0.92 -1.23 37.17 -47.86 OPENING 35 SQ.FT 7.00 5.00 35.0 4 0.90 -1.00 36.79 -40.18 OPENING 35 SQ.FT 7.00 5.00 35.0 5 0.90 -1.21 36.79 -47.11 OPENING 40 SQ.FT. 8.00 5.00 40.0 4 0.89 -0.99 36.44 -39.84 OPENING 40 SQ. FT 8.00 5.00 40.0 5 0.89 -1.19 36.44 -46.41 OPENING 45 SQ.FT 9.00 5.00 45.0 4 0.88 -0.98 36.14 -39.53 OPENING 45 SQ.FT 9.00 5.00 45.0 5 0.88 -1.17 36.14 -45.80 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf -4-