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REV-18-188 Miami Shores Village RECEIVta BuildingDepartment p JAN 2'4 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 SLI BUILDING Master Permit No.�t J-_-1 ZG 2O PERMIT APPLICATION sub Permit No. RE Nt 18— 1 "t-1 F-IBUILDING F-] ELECTRIC Ej ROOFING REVISION EXTENSION RENEWAL F-II ' PLUMBING F-1 MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP �p ^� ( '�' 1 CONTRACTOR DRAWINGS JOB ADDRESS: -l J -t P l . City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes Ni O Occupancy Type: Load: Construction Type:, �1 Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):s] �l1Jft r � Phone#: Address:� � City:_lv,�(��(� 1 cS�j�lr eS State: Zip: Tenant/Lessee Name: Phone#: Email: i `� n L CONTRACTOR:Company Name: l��L(�`C•� 1 �,cuc Phone#/-:; �)qjL4— [Mp Address: BqY—� 9-crU U rj olyl� City: 'r 11&iOLXI —State: Zip: 33133 Qualifier Name: J ^ljF_bA C--LC) ICU-W \ Phone#(3C5 gl —90Q d State Certification or Registration#: CVC 5kaqb5 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$�� Square/Linear Footage of Work: r Type of Work: ❑ Addition ❑ Alteration �p ® New , �r❑ RR,e'pair/Reapllaace_ ❑ Demolition Description of Work: -;1'�1 l�Z CJS �7 C Y V 1'VCJ11 l S W 1S �n � Ol�"�• i Specify color of color thru tile: i Submittal Fee$ ((` Permit Fee$ Q CCF$ CO/CC$ Scanning Fee$ 1 V Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ - ck) Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) w 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 r 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 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 in spection will not be approved and a reinspection fee will be charged. 1 Signature Signature c7" OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 ` day of c C•t- 20 by _2-2— day of 1�� G"V-1 120 p by S,0-0a4-\ 3rcaq ,who is personally known to 'pa-,ex C-ap lcQLN, ,who is personally known to me or who has produced as me or who has produced Sy YV� as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 'CJI Print: t. J►� Nota Public State of Florida Seal: �J,. Notary Public State of Florida Seal: :° '` ry Angelica O Valdes f Angelica O Valdes My Commission GG 155316 1 My Commission GG 155316 «n Expires 10/26/2021 �►a Expires 10/26/2021 *********** APPROVED BY Pans Examiner Zoning Y Structural Review Clerk (Revised02/24/2014) I I _ JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER,I.I.C. Job Address:9333 NE 9th Place CML/STRUCTURAL Miami Shores,Florida 33138 17440 N.E.41h.Ave.North Miami Beach,Fl 33182 Tel;(305)903-5706 Email:)9arcia.peaw000kcom Job Number:17-199 FLA.P.E.Licence No.78456 a • • •••• •••••• •••••• • •••••• • Job Name .... . .. ..... SOLAR PHOTOVOLTAIC SYSTEM ::.::. 0 DESIGN OF CONNECTIONS OF THE PV MObULES "'�' • TO THE EXISTING METAL ROOF • Job Address 9333 NE 9th PLACE MIAMI SHORES, FLOR � AppkEV Ro neo w OAT�II /� THESE CALCULATIONS ARE INCOMPLIANCE WITH THE HVHZ PROVISIONS OF THE FBC 6th EDITION (2017)CODE, THE ASCE 7-10 ADOPTED STANDARD Page 1 JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER,I.I.C. Job Address:9333 NE 9th Place CIVIL/STRUCTURAL 17440 N.E.4th.Ave.North Miami Beech,FI 33182 Miami Shores,Florida 33138 Tel:(305)903-5706 Email:Jger`ie•°eC°"n°°kcom Job Number:17-199 FLA.P.E.Licence No.78466 AS PERMITTED BY THE FLORIDA ADMINISTRATIVE CODE, SECTION 61615-23.002(2),THIS COVER HAS BEEN SIGNED, SEALED AND DATED ASSUMING RESPONSIBILITY FOR 6 PAGES OF CALCULATIONS LISTED BELOW. TABLE OF CONTENTS CHAPTER DESCRIPTION PAGE NUMBER • . . .... ...... 1 WIND LOAD CALCULATIONS a• • :9*0% 2 DESIGN LOAD CALCULATIONS AND :000*: DESIGN OF CLIPS (S-5 H-90)CONNECTING :*a**: PV MODULES TO EXISTING STRUCTURE • . .... . .. ..... 3 BACKWARD CALCULATIONS TO DETERMINE MAXIMUM 'S;•• ••• ••'••• .. .. .... ...... WIND LOAD CAPACITY 4 VERIFICATION EXISTING STRUCTURE WILL :5 ' ....;. ACCOMMODATE ADDITIONAL DEAD LOAD so• 6 WEIGHTED AVERAGE FOR WIND PRESSURE ACTING 6 •• • ON THE PROPOSED PANELS - - U Page 2 MecaWind Std v2 . 2 . 7 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/16/2017 Project No. 17-199 Company Name JDG CONSULTING ENGINEER, LLC Designed By JOSE D. GARCIA, PE Address Description VERTICAL WL City N. MIAMI BEACH Customer Name BRADY RESIDENCE State FLORIDA Proj Location MIAMI DADE, FLORIDA File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure A11 Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II 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 0000 Cc = 0.15 1 650.00 ft • • Epsilon = 0.13 Zmin 7.00•ft • 0000 0000•• p • • • • Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 )Ag • • • • h: Mean Roof Ht = 12.44 ft Type of Roof = GABLED •••••• :0 0 6.9 ••••% RHt: Ridge Ht = 14.88 ft Eht: Eave Height 10.00 ft• OH: Roof Overhang at Eave= 1.00 ft Overhead Type = Overhant••••• • X0000 Bldg Length Along Ridge = 45.00 ft Bldg Width Across Ridge= '39.00 fi••• 00 • • • 0000 • •• 0000• • • _ Gust Factor Calculations 0000•• 0000 00000 Gust Factor Category I Rigid Structures - Simplified Method • • • Gustl: For,Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 •• •• •••• 0000•• • 0000•• • • Gust Factor Category II Rigid Structures - Complete Analysis • i • • 000000 Zm: 0.6*Ht = 7.46 ft •000.0 lzm: Cc*(33/Zm)^0.167 = 0.19 0 ••0 • :••••� Lzm: 1*(Zm/33)^Epsilon = 539.77 ft •• • •0000• • • 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)) = 0.89 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 = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) 7 Roof not shomm $ R'alls ��3 Gable Roof.<8 r=45 3 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.90 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf pef ----------------------------------------------------------------------- FIELD 2.00 5.00 10.0 1 0.50 -0.90 28.01 -44.49 PERIMETER 2.00 5.00 10.0 2 0.50 -1.70 28.01 -77.44 CORNER 2.00 5.00 10.0 3 0.50 -2.60 28.01 -114.52 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.19 psf JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER,I.I.C. Job Address:9333 NE 9th Place CIVILSTRUCTURAL Miami Shores Florida 33138 17440 N.E.4th.Ave.North Miami Beach,Fl 33182 � Te[:(305)903-5706 Emal:)garda.peaoudoolc.eom Job Number: 17-199 FLA.P.E.Licence No.78458 CHAPTER 2: DESIGN LOAD CALCULATIONS AND DESIGN OF CLIPS (5-5 H-90) PHOTOVOLTAIC MODULE SPECIFICATIONS PV Module Brand= See panel Cut Sheet Document Type= Solar Module Series= See panel Cut Sheet document PV Module Height(H)= 0.125 ft. PV Module Width(W)= 3.33 ft. PV Module Depth(L)= 5.42 ft. 0000 Operating Weight(Wt)= 41.89 Ib. • . . 0000 0000.. PROJECT SPECIFIC: Standing seam metal roof with ribs at 16" o.c., spaced at 9'.YW max •J• ••••'• rwith (6) 5-5 E miniclips per each panel. •••"' • . - 0000 .. 0000.. 0000 . .. 0000. A I Structural calculations are made for worst case condition • j 0000.. 0000 0000. •.•.•• PV Panels inside wind zone 2 with a Tributary Area per panel of 18 sf •••'•• • and an Uplift Weighted Ave. for pressu 44.49 psf0 . 0000.. FIND UPLIFT FORCE(U) •• • Tributary Area (Panels inside wind zone 1 2)(At)3.33' x 5.42'1 18 sf Panel weight (PW)= Wt/A each panel = 2.32 Ib/sf Weighted Ave.for wind pressure(Wu)= 44.49 psf (See page 6) Net Uplift Force = U = (Wu - PW) 42.17 psf FIND TOTAL TENSION APPLIED (Tt) Safety Factor = FS = 1.67 Total Tension = Tt = SF * U * At 12-6-7.-6-011 b FIND TENSION APPLIED EACH CLIP(Tclip) Number of clips per panel(#clips)= �u Tension each clip = Tclip = Tt / # clips = 211.27 lb/per clip with wind load in tension We are using S-5 E clips with a capacity= 378 Ib/clip 378 > 211.27 Ib OK Page 4 JOSE D. GARCIA Job Name:Brady Residence CONSULnNo ENGINEER.I.I.C. Job Address:9333 NE 9th Place CIVIL/STRUCTURAL 17440 N.E.4th.Ave.North Miami Beach,F1 33M Miami Shores,Florida 33138 Tel:(306)903.6708 Emeil:Jgerda.peGoueook.com Job Number:17-199 FTA P.E.Licence No.78458 CHAPTER 3: BACKWARD CALCULATIONS TO DETERMINE MAXIMUM WIND LOAD CAPACITY One clip(S-5 E)has a capacity=378 lbs(tension) We are using Six(6)clips per panel.Total capacity =6 clips*378 lb= 2,268 Ib Six(6)clips have capacity of 2,268 lbs upward in tension Tributary area for the worst case:PV panels inside wind zones i and 2 = 18 sf Net uplift wind load = W= 2,268 Ib/18 sf W= 126 psf Net Uplift • . . .... ...... That is why(6)clips(S-5 E)with 18 sf of tributary area per PV panel '•"" •••••• have a wind load capacity of= 126 psf(Net Uplift) • .... . .. ..... Actual wind load with 175 mph at 10 sf area *a:**: ••'• •"••• .. .. .... ...... Zone 1= 44.49 psf OK �••"�� •• Zone 2= 77.44 psf OK : ....:. Zone 3= 114.52 psf OK ••� ;��••� as a e• • ae • CHAPTER 4: VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE ADDITIONAL DEAD LOAD Existing structure superimposed load(estimated design load): Dead load= 25+10=35 psf Live load= 1 30 psf Photovoltaic module operating weight= 2.32 psf Safety Factor= 2 Additional dead load= 2.32 psf* 2=4.64 psf 4.64 < 25 Page 5 JOSE D. GARCIA Job Name:Brady Residence CONSULTING ENGINEER,LLC. Job Address:9333 NE 9th Place CML/STRUCTURAL 17440 N.E.4th.Ave.Noft Miami Beach,Fl 33182 Miami Shores,Florida 33138 Tel:(305)9035706 Ema1I:JpercIa.pe@oudook com Job Number:17-199 FLA P.E.Licence No.78456 ,CHAPTER 5: WEIGHTED AVERAGE FOR WIND PRESSURE ACTING ON THE PROPOSED PANE—L5 �� All Structural calculations are made for worst case conditions Panels encroaching in wind zone 1 Taken from sheet S-2 - PV Modules Layout f <; I A. Y • •{{{% PERCENT OF AREAS DISTRIBUTION (A) - WORST CASE CONDITION. • • • • • Panel area inside wind zone 1 : 100 % = 18 sf Panel area inside wind zone 2 0 % = 0.00 sf Panel area inside wind zone 3 0 % = 0.00 sf Total= 100 %= 18 sf WIND LOAD VALUES WITH V=175 mph AT A 10 sf AREA (P) Zone 1= 44.49 sf Zone 2= 77.44 sf Zone 3= 114.52 sf CALCULATION OF THE WEIGHTED AVERAGE FOR WIND PRESSURE ACTING ON THE PANELS (Pave) Pave=(Al%*PI)+(A2%*P2)+(A3%*P3) 100% Pave= 44.49 psf PROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) 111 U Page 6