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RC-17-1482t s . a. , Miami Shores Village RECEIVED Building Department 10050 NE 2"d Ave. 9 1017 o p Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Imburgia Construction Co. to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the Butler Residence: 10007 NE 4th Avenue Miami Shores, FL project on the below listed structure as of October 23, 2017 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number; RC17-1482 Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted X Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul. Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. Dave Walker 2. Thurston Lovett 3. Daemion Black 4. Luis Rodriguez Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores SC- Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to andatory inspections performed by the department. Further, upon completion of work under each Bgng Permit, I will submit to the Building Inspector at the time of the final inspection the completed Qj •'•G•NS inspbgtion l'og form and a sealed statement indicating that, to the best of my knowledge, belief and fes'sio*l judgment those portions of the project outlined above meet the intent of the Florida Building Code acid are -in substantial accordance with the approval plans. Engineer/Architect SZPName Robert H. Schuler, P.E. C,Q'•. F LI olL99ance d eale Print Si0',I ate. 111/06/17 Address 1820 NE 144th Street, N. Miami, FL 33181 10 00 Oh Miami Shores Village Building Department 10050 NE 2"d Ave. R Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Imburgia Construction Co. to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the Butler Residence: 10007 NE 4th Avenue Miami Shores, FL project on the below listed structure as of October 23, 2017 (date). I am a registered w architect/professional engineer licensed in the State of Florida. Process'Number: RC17-1482 Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted X Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul. Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. Dave Walker 2. Thurston Lovett 3. Daemion Black 4. Luis Rodriguez Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we); understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to datory inspections performed by the department. Further, upon completion of work under each A Sc 39PI Permit, l will submit to the Building Inspector at the time of the final inspection the completed oMpecitop log form and a sealed statement indicating that, to the best of my knowledge, belief and Oprosiorial jlgtnent those portions of the project outlined above meet the intent of the Florida Building CC : b and ark substantial accordance with the approval plans. Engineer/Architect F Natne Robert H. Schuler, P.E. t led Print AiQ•' ate,. /06/17 Address 1820 NE 144th Street, N. Miami, FL 33181 QFES S14 a MIAMI- Department of Regulatory and Economic Resources DADE Impact Fee Assessment Process Number: M2017013230-0 Folio: 1132060170490 Fee Payer: f Batch: Collection Number: Site Address: 10007 NE 4 AVE` i Assessment Date: 06/19/2017 Disclaimer Note: ROAD/F/RE/POUPKS impact fees will increase on 101112017 Online Payment available at: https.lAvww8.miamidade.gov/apps/rerlimpactFeesPayments/default.aspx • Payment can be made by Credit Card, Cash, Check or Cashiers's Check Payable to Miami Dade County Fee Type iDist Id!Category $Cat Category Description Units Fee IExtended Amount Deferred S Code 'Sufix = __• ...-,.__.__.. :Amount AREA i $0.00 1.0 X5002 100 1UNIT SIZE (SQ FT) 608 $0.9180 i $558.14 Assessment Total Amount: $558.14 Deferral Amount: $0.00 Current Balance Due: $558.14 Report run on: June 19, 2017 12:36 PM Page 1 of 1 FC.".., .w,•,K,o f,P -- engineering inc September 18, 2017 Florida Department of Health in DADE COUNTY 1725 NW 167 St, Opa Locka, FL 33056 Re: Butler Residence 10007 NE 4th Ave Miami Shores Florida Application Document No: 1300327 Attn: Plan Reviewer Dear Sir or Madam, Please find building comments below: Plumbing: www.ari)e-enci.com 1. On the plumbing site plan (Sheet P-100), correct the following: Drainlines cannot have greater than 10' difference in length. R: Please see revised drawing, now drain field corrected. If you may'have furthkr questions, please contact us at your earliest convenience. Sincerely, Am itis R ri ARPE Ene' ee P.E Inc. 0:\17-0407 CRISTINA BUTLER RESIDENCE RENOVATION ADDITION (MRS. BUTLER)\DOCS\RTC- 09-18-17.doc — 2655 Le Jeune Road Suite 1109, Coral Gables, Florida 33134 Ph 305.444.9809 Fax 305.444.9827 Wechanical >Electrical >Plumbing > Fire Protection >C.A. >LEED Certification 0*0:0 0000.. 0.. 0000 0 000 0000 000.0 0000. 0000.. 0000 0000 0 0 • 0000 0000. 0000 o::::0 0:::: 0 0 00 •0 000000 000000 00.0• 0 0000 0000.. 00 0 h 0 . 000 00 0:\17-0407 CRISTINA BUTLER RESIDENCE RENOVATION ADDITION (MRS. BUTLER)\DOCS\RTC- 09-18-17.doc — 2655 Le Jeune Road Suite 1109, Coral Gables, Florida 33134 Ph 305.444.9809 Fax 305.444.9827 Wechanical >Electrical >Plumbing > Fire Protection >C.A. >LEED Certification GD KL'IEGER, INC. 1909 Harrison St. #204 Hollywood, FL 954)923-2111 GERSHON KLIEGER, PE #36109 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 18 JUL 2017, 8:22AM File - CMJsersIG 0QCUME-11ENERCALC Data Files6xamp1es.ec6 ENERCALC, INC. 1983-2.017, Quil,J 10.17.6.29, Ver:10.17.6.29 Description BUTLER RESIDENCE- 2 STORY ADDITION - ROOF 8"x36" CONC BEAM (L=10FT) EAST & WEST SIDES CODE REFERENCES Calculations per ACI 318-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties fc 112 = 3.0 ksi Phi Values Flexure 0.90 fr = fC 7.50 = 410.792 psi Shear : 0.750 y) Density = 145.0 pcf Ili = 0.850 LIWt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 60.0 ksi fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 3 Number of Resisting Legs Per Stirrup = 2 D(2 5) L(3.5) I I 8 in 00000 Cross Section & Reinforcing Details Rectangular Section, Width = 8.0 in, Height = 36.0 in Span #1 Reinforcing.... 245 at 3.750 in from Bottom, from 0.0 to 13.330 ft in this span Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.020, L = 0.030 ksf, Tribulary Widlh = 10.50 ft, (ROOF) Point Load : D = 2.50, L = 3.50 k Q 8.0 ft, (COL) DESIGN SUMMARY MaxinlUn-I Bending Stress Ratio = Ratio = 0.272 : 1 Maxirnurn Deflection Section used for this span Typical Section Max Downward Transient Deflection Mu Applied 37977-18 . 23 740 k -ft Max Upward 'Transient Deflection Mn ' Phi Allowable Location of maximum on span 6.557 fl Max lJpward Total Deflection Span # where maximum occurs Span # 1 Vertical Reactions Service loads entered Load Factors will be fo'r calculatdris:;' Support notation Far left is #1 Load Combination appliel Support 2 Overall MAXIMUM 5.275 1.800 2.700 D Only 3.000 4.500 t +D+L 5.275 MaxinlUn-I Bending Stress Ratio = Ratio = 0.272 : 1 Maxirnurn Deflection Section used for this span Typical Section Max Downward Transient Deflection Mu Applied 37977-18 . 23 740 k -ft Max Upward 'Transient Deflection Mn ' Phi Allowable 87.434 k. -ft Max Downward Total Deflection Location of maximum on span 6.557 fl Max lJpward Total Deflection Span # where maximum occurs Span # 1 Vertical Reactions Support notation Far left is #1 Load Combination Support 1 Support 2 Overall MAXIMUM 5.275 8.875 Overall MINinlum 1.800 2.700 D Only 3.000 4.500 t +D+L 5.275 8 875 IR +Da0.7501- 4.706 7 781 r 0 60D 1,800 2 700 L Only 2.275 4 375 Shear Stirrup Requirements Between 0.00 to 8,40 ft. Vu < PhiVc/2, Req'd Vs = Not Reqd 11.5 6 ?, use stirrups spaced at 0.000 in r Between 8.42 to 9.98 ft. PhiVc/2 < Vu <= PhiVc. Req'd 'Vs = Min 11 5 6.1 use stirrups spaced at 16 000 In 0.001 in Ratio = 81437 -36 0.000 in Ratio = 0 <360 0.003 in Ratio = 37977-18 . 0.000 in Ratio= 999-18 w GD KLIEGER, INC. Project Title. 1909 Harrison St. #204 Engineer 1 Hollywood, FL Project Descr P:(954)923-2111 GERSHON KLIEGER, PE 436109 Steel Column File=C:ItlserslGID000ME-11ENEI i; ENERCALC, INC. 1J83-2017, Description: BUTLER RESIDENCE- 2 STORY ADDITION - ROOF 8"06" CONC. BEAM SUPPORTING STEEL COLLI Code References Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used : ASCE 7-10 General Information Steel Section Narne : HSS6x6x114 Analysis Method Allowable Strength Steel Stress Grade Fy : Steel Yield 46.0 ksi E : Elastic Bending Modulus 29,000.0 ksi Project ID: No. 36109 STATE OF Overall Column Hecht ,g'O,SfN ON•A 11*: , Top & Bottom Fixil "Fop & Bottom PinriPdofrrfIll rt 0 Brace condition for deflection (buckling) along columns: X -X (width) axis : Fully braced against buckling along X -X Axis Y -Y (depth) axis : Fully braced against buckling along Y -Y Axis Applied Loads Column self weight included 171 180 lbs ' Dead Load Factor AXIAL LOADS. ROOF. Axial Load at 9.0 ft, Xecc = 2.0 in, Yecc = 2.0 in, D = 8.0, L = 8.0 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.2621 : 1 Load Combination D+L Location of max.above base 8.940 ft At maximum location values are Pa . Axial 16.171 k Pn I Omega Allowable 144.335 Ma -x : Applied 2.649 k ft Mn -x / Omega: Allowable 25.709 k -ft Ma -y: Applied 2.649 k -ft Mn -y / Omega Allowable 25.709 k -ft PASS Maximum Shear Stress Ratio = 0.007258 1 Load Combination i D i L Location of max above base 0.0 ft At maximum location values are Va : Applied 02963 k Vn!Omega Allowable 40.82.6 k Service loads entered. Load Factors will be applied for calculations. Maximum Load Reactions . . Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y Maximum Load Deflections .. Along Y -Y -0.02912 i1n• eal for load combination : a-D.r4.• • • • Along X -X -0.02912 m *ai" for load combination :+De L• • • • 0.2.963 k 0.2963 k 0 2963 k. 0.2963 k 5-ZW5 above base.' 5.259 f1 abovepjV. .