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WS-14-2473V Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223181 Permit Number: WS -11-14-2473 Scheduled Inspection Date: November 19, 2014 Inspector: Rodriguez, Jorge Owner: ALEJANDRA GUTIEREEZ & JOHN CAIITLICDI AIUn Al C IAAInDA Job Address: 78 NW 106 Street Miami Shores, FL 33150 - Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)799-0822 Parcel Number 1121360050230 Contractor: B A GARAGE DOORS COMPANY Phone: (305)553-2824 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 18, 2014 For Inspections please call: (305)762-4949 Page 18 of 41 IS BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FN_jBUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED NAV 2014 FBC 20 1(0 Master Permit No. WL%) 1 Lf — Z,4')'S Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING [:]MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 78 NW 106th Street City: Miami Shores County Miami Dade Zip• Folio/Parcel#: 11-2136-005-0230 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Alejandra Gutierrez Phone#: 305-799-0822 Address: 78 NW 106th Street City: Miami Shores Tenant/Lessee Name: State: FI Zip: 33150 Email: agutierrez@npvltd.com CONTRACTOR: Company Name: B.A. Garage Doors, Inc. Phone#: 305-553-2824 Address: 7360 Bird Rd 3®-s-7 kj�j_�)�� City: Miami State: FI Zip: 33155 Qualifier Name: Armando Benavides Phone#: 305-553-2824 St t�Certif ca> �on-or-Registration #: �`f �s� �� Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 850.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace G Description of Work: �,.�.� I G l°.I G1 (_�10A Ct Q ® 0j0L-)P,�5 12. Specify color of color thru We:, Zip: ❑ Demolition 'q 'X r-7' . Submittal Fee $ r Permit Fee $ ®° AJsJ CCF $ ® e CO/CC $ Scanning Fee $ Radon Fee $ - DBPR $ , o Notary $ Technology Fee $ IC-) Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 inspectiq which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b' aP ;' ved and a reinspection fee will be charged. Signatu �. Signature 0 N or AGENT CONTRACTOR The foregoing instrume as acknowledged before me this The foregoing instrument was acknowledged before me this 28th day of October 20 14 by 28th day of October ' 20 14 by Alejandra Gutierrez who is personally known to Armando Benavides . who is personally known to me or who has produced FL DL as me or who has produced FL DL as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: &fu�eA?- Print: G briela Benavides Seal APPROVED BY (Rev1sed02/24/2014) GABRRA BENAmES MY COMMISSION # Ens&316 E*MX- DWW9 m' 1:h 2016 NOTARY PUBLIC: Sign: SANT Print: . o JORDISSIONiF -JbId,soots- v March Seal: EXPIRES: M w'+,`Op BondedThruBudg2tP'. Plans Examiner Zoning Structural Review Clerk CERTIFICATE OF LIABILITY INSURANCE DA TE 11/07%1 4 PRODUCER Procom Insurance Underwriters THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 4909 SW 74th Ct ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE INSR LTR HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33155 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # Phone (305)7404460 Fax (305)740-4469 INSURED B.A.GARAGE DOORS INC. INSURERA. ASCENDANT COMMERCIAL INS INSURER B: 7360 S.W. 40 Street INSURER C: P.O. BOX 260490 MIAMI, FL 33155 INSURER D: MIAMI ,FL33126 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMlDD/YYYY POLICY EXPIRATION DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE 500,000 © COMMERCIAL GENERAL LIABILITY 07/24/2014 07/24/2015 DAMAG0185FL00060934 occurrRENTEence 100,000 PREMISES TO MED EXP (Any one person) 5,000 ❑❑ CLAIMS MADE © OCCUR A ❑ © 500 BI/PD DED PERSONAL &ADV INJURY 500,000 GENERAL AGGREGATE 1,000,000 ❑ PRODUCTS - COMP/OP AGG 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS BODILY person) BODILY INJURY (Per accident) ❑ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ❑ ❑ ANYAUTO OTHERTHAN EAACC ❑ AUTO ONLY: AGG EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE AGGREGATE ❑ OCCUR ❑ CLAMS MADE ❑ ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑WC STATU- ❑ OTH- EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE (Mandatory In NH) E.L. DISEASE -POLICY LIMIT It yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS GARAGE DOORS INSTALLATION CERTIFICATE HOLDER CANCELLATION ACORD 25 (2009/01) QF ©19 '2009 ACORD CORPORATION. All rights reserved. The AQORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG DEPT 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES VILLAGE, FL 33138 OF ANY KIND THE INSURER, IT AG OR REPRESENTATIVES. SEN AUTHO RESENTA ® IAUTH ILL , ACORD 25 (2009/01) QF ©19 '2009 ACORD CORPORATION. All rights reserved. The AQORD name and logo are registered marks of ACORD Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL -DO NOT PAY CC NO: 94050024E MC BUSINESS NAMMOCATION RECEIPT NO. EXPIRES 13AGARAGE DOORS INC NEIN BUSINESS SEPTEMBER 30j 2015 7360 BIRD RD 7455452 MIAMI, R 33155 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER TYPE OF BUSRVESS B A GARAGE DOORS INC SPECIALTY 13UILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 175,00 09/26/2014 0223-14-007533 rt For more lnforma8on.visitwww.miamidado.g2PJtaxcolloctor Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL -DO NOT PAY 3734184 �LBTI BUSINESS NAMER gCATION RECEIPT NO. EXPIRES B A GARAGE DOORS INC RENEWAL SEPTEMBER 30, 2015 7360 BIRD RD 3899136 MIAMI, FL 33155 Must be displayed at piece of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYFE OF BUSINESS PAYMENT RECEIVED B A GARAGE DOORS INC 196 SPECIALTY BU1LDING BY TAX COLLECTOR CONTRACTOR 75.00 07/09/2014 Workers) 1 94BS00246 EGHECK-14-139199 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is note license, permit. or a certification of the holder's qualifications, to do business. Holder mast comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. mmumL The RECEIPT N0, above mouths displayed on all commercial vehicles -Miami -Dade Code Sec Sa-278. MIA Formats bdormation.vMtMM gllamidade govftaxcollootor I Pth OWN r S 1 1 P 1 1 ,n Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY B5" 4►0®246 Y t l GARAGE DOORS All +, • .51, .. `'®.B.A.. ' 1 , i BENAVIDES ARMANDO Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09/30,12016 ♦ - 5 1• JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL' SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 6/14/2013 EXPIRATION DATE: 6/14/2015 PERSON: SENAVIDES ARMANDO FEIN: 650489863 BUSINESS NAME AND ADDRESS: B A GARAGE DOORS INC 7360 SW 40TH ST MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO Pursuantto Chapter 440.05(14), F.S., an oflicerof a corporation who elects exemption from this chsplarby011ng a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuenllo Chapter 440 05(12), F.S., Certifiestas of election to beam mpl... apply ontywithin the scope arthe business or bade listed on the notice oreleclion to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of electlon'to be exempt shall be subject to revocation If, at anytime after the filing of the notice or the Issuance of the cerUncale, the person named on the notice or certificate no longer meets the requirements of this section for Issuance ata cerlificate. The department shall revoke a ceriflicale at any time for failure of the person named on the certilicale to meet the requirements of thle section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850"'4134809 MiamishoresVillage wilding 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. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation iniuries of anv person allowed to work under this permit Please check with your insurance career since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. per Contractor Print Name: Print Name: Signature: i t� Signature: 6 . g t State of Florida) State of Florida) County of Miami -Dade) County of Miami -Dade) t Sworn to,ald subscribed before � t e Sworn to and subscribed ribed before me day of 3 �10�11 i day of A,�) , 20 i O 3' �; 3 By. BY (SEAL) ® so " ) (SEAL) T Type of I ntification roduced / ' Type of Identification produced m' 2 H tP `�QD�6 GABRIILA BENAVMES MY C0MMS10N # &1W9316 _ _ EXP1RES:9wmtw1%2016 1. Client 2. Project Name 3. Project Address AL ,.FAROQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) : B.A. GARAGE DOORS QFC 1y ml 74-2. SINGLE FAMILY RESIDENCE: SINGLE GARAGE DOOR 8x7 (201 11 78 NW 106 ST " `} MIAMI SHORES FL 331,56'- cin, 3150' cITF STATE ZIP 4. County : ie � '" '1 5. Building Height 10 FT. 6. Building Dimensions : Length 7. Building Roof Slope ❑ Flat 8. Risk Category ❑ I r FT. Width no nope ( See Figure ®II ❑III &IV Risk category 'T applies for non essential buildings. e.g. storage facilities etc. �T'°�s Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt•, o etc Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fir si 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) o. Client Representative Figure 1: Sloped roof Flat roof etc. JAVAD AHMAD, P.E. # 70592 / EB C.A.N. # 3538 1235 SW 8r Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfaroociPafceng.com B.A. GARAGE DOORS SINGLE FAMIL Y RESIDENCE: SINGLE GARAGE DOOR 8 X 7 78 NW 106 ST MIAMI SHORE FL 33150 Coefficient Kh 0,85 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z fqz] (Ib/f A2) 56.64 Mark Comp Type SINGLE GARAGE DOOR P -S Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (lb/ft^2) W (in) H (in) S (in) ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone 96.00 21.33 0.94 0.94 -1.04 -1.28 0.18 -0.18 38.1 -41.5 38.1 -49.7 Z5 3 3 per 1\1 DA :�l 12. - 01)-5,0-1 'A Gar.oq ,door S j- 54. s F �- 3� .t psF OL. %/ ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number n 11/5/2014 4:16:50 PM AFC#14-1742 a Wind Speed (mph) 175 Mean Roof Height [h] (ft) 10.00 Importance Factor 1.00 Height Above Grid. Level [z] (ft) 10.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 0,85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/f A2) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (lb/ft^2) W (in) H (in) S (in) ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone 96.00 21.33 0.94 0.94 -1.04 -1.28 0.18 -0.18 38.1 -41.5 38.1 -49.7 Z5 3 3 per 1\1 DA :�l 12. - 01)-5,0-1 'A Gar.oq ,door S j- 54. s F �- 3� .t psF OL. %/ ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number n 11/5/2014 4:16:50 PM AFC#14-1742 a Ic C ODE D _:_. ' 71 03 2 DATE: I TYP. 2-t/2 aI2 Gl OM.V. STEEL TRAM SRACSM SAam Mu" TRACK M SP LATCH ENOMES om SDE OF1/R11 STAF Dom TOGY RTWfl. SNE 801E _ BAR WISEE Ot108�I I/ lal 8 E HANDLE {[Q,1f� EACH IPNOLE I= BAR SEF• QIS(OE IIINIXB lium ON eNr�nS NEYFD LOCM SM nv loot NPrmN OF OOOOOM 14.n Ove RixaF IMS B 1) ALL TICE I= FROM THE OOON S TFJJM > M W 11E TRMJI ANO MEM FROM THE iRMAf W THE 210 VEUM SIP QAADE (f2 OR BERaE JMSS. M LOAD FROM INE ODOR S TRANSTEIRO W TME NN@OMtw (IW) JAI®. REVISIONS ALL .IWB W PA MAT BE (SUI TWT RWAS A ilUal IMS V NO.1 APPVD: I DESCRIPTION - SH REVISED DESIGN ENGINEER MSS I CI A. WOAD WAS B9[ USED N INE CALdM7aR Of ALLOUISLE LOAW FOR ANtl1018 AND FOR SM USED IN TM KIN LEADS A 1 STRESS I. - SH AFFIRMED COMPLIANCE WITH 2010 FBC AM Fla 8161. CONCRETE AM ILl40FaY COM MOMIOIRAL TRACK SUPPORT Or ODOR 1118vim (to wo Cox 6 ron J QA GATY. 9TL711. aA0 BRALiEf. DCII FAAESD W 9iETO DALE W1x »0/16•x, -I/2' 900D IAD OCIO.10 aFm W TNCIL Wm (2) /f 2Gt3/a• SOLI a tart. 17a 6RCM 2-I/2' x 0-3/4' x IMA aCHEo J/a Mas T®tx L� GPIOI• I TYP. 2-t/2 aI2 Gl OM.V. STEEL TRAM SRACSM SAam Mu" TRACK M SP LATCH ENOMES om SDE OF1/R11 STAF Dom TOGY RTWfl. SNE 801E _ BAR WISEE Ot108�I I/ lal 8 E HANDLE {[Q,1f� EACH IPNOLE I= BAR SEF• QIS(OE IIINIXB lium ON eNr�nS NEYFD LOCM SM nv loot NPrmN OF OOOOOM 14.n Ove RixaF IMS B DOM E7 SMEL 00 SNF. EAS a -6/6'.a•. REO STEEL @.TEAL SME MEASURES 2'4'. F� eR 216 VRTICIL w 1) ALL TICE I= FROM THE OOON S TFJJM > M W 11E TRMJI ANO MEM FROM THE iRMAf W THE 210 VEUM SIP QAADE (f2 OR BERaE JMSS. M LOAD FROM INE ODOR S TRANSTEIRO W TME NN@OMtw (IW) JAI®. 2• IN= ALL .IWB W PA MAT BE (SUI TWT RWAS A ilUal IMS �{0 n'n'ii01W°°� MSS I CI A. WOAD WAS B9[ USED N INE CALdM7aR Of ALLOUISLE LOAW FOR ANtl1018 AND FOR SM USED IN TM KIN LEADS A 1 STRESS I. ///vMtam N Zm0 OF WfII 1aa. AM Fla 8161. CONCRETE AM ILl40FaY COM n M .nw TOP xeuel M 1�i OJ 4IX1 UIIU01 ROOD FRAME BUILDINGS Iz OA. cN.v SIm.7AIat (O •/♦5A/A` .t1H. axp Mon K SND wNAS d DOOR OPESBOG SNAIL BE ERA® smm BY NOT 1154 THAN ((JJ}} 2® PIEbSTiRE 77pp 18'x1-1/�2� SOP � JOU/I9. I.E.. SEP (r.0. f2 ON SERER) WOOD MM OF A STRESS MOE NOT UFSB TNM. 1200 PSI iffN M MINIM FIBER STRESS E SOON M CF )• STUD BALLS W BE CONTINUOUS FROM FOGYM TO � tI0 SCREN J' lALL a iW SIFFL LFBA7. -TWO —U -BARS BLOCK WAI i OR CONCRETE .0 - 1.031 210 bYP IaRME HOOD AM SLA. BE AVO10RE0 W ORMT RENFORCED BLOCK WILL ATTACHED An OM W-�/a ' RPONRODRCP9G Btl44 EDD' 8 AIlO WOIPa AMICALL� B/N�TE SN�iVL�4. ALL B KVWM O S�MLL C SUS FROY 7ME TIE BEAMS W FOOTING PFA BI.00x Wt{I, OA COIlCFEIE COI.ISIN. BlDpt HALLS At10 BST k NUf OH 1Vi0 1/{- RNEIB AMR DESCRIPTION: PAN CONCREE COLL MS W SE INS112 2) By TIE SAIDIX0 mm" OR AM== or ROOM 7109 PROOIfCf. 2x8 JAMB TO SUPPORTING STRUCTURE ATIACHMENT ■ (NGF W ec ISW FOR A7TMOENT OF w" SNCIa78) A m m1G0000 A„ - ±.001 DRAWN BY: RJK DATE: Degrees = ;0/2' CHECKED BY: SH BUA{OINO TYPE FASTENER TYPE MORIM NSASIVEN aLOpwl TAE Ifwse• •t' Al P� - 1/4• F J• (I -Ile 04MR) Rw TAPCWI CONCRETE Me= (2-1/2• MX MOE WSTAIMP S_1'. I. oD. .• 2 4 0 ON IMP SIM Z: • _1 AT IESf As IWi /S TE WOBON CENFEi WSTAMM 4 3 DOM E7 SMEL 00 SNF. EAS a -6/6'.a•. REO STEEL @.TEAL SME MEASURES 2'4'. F� eR 216 VRTICIL w ay 2• IN= �� MMM �{0 n'n'ii01W°°� ///vMtam N Zm0 OF WfII 1aa. _aml�w M n M .nw TOP xeuel M 1�i OJ 4IX1 UIIU01 (O •/♦5A/A` .t1H. axp Mon K DESIG■/N�� LOADS: +54.0 PSF -6: W SOP � JOU/I9. I,- G N ♦ i♦a0 O ♦ I ♦' 9EIr 8CRlSS. Cleay J J' lALL a iW SIFFL LFBA7. -TWO —U -BARS p. PRFPANATtlN SE JAMR9 , a "S" I uum, ,O�OEAt�pOO.V. 9/EEl INgfDa�LC OI4v0/.SHEET MEGLM ♦ :t VRftftibd" 13 OL CALV. STEEL BOROM BMV (2-7/4'xa'j. L T/10' R� WWA KgrALL D ON FMN RIXIA'R 0 19 ! aRRIL�9WP7+m GA OhMiaSWEELSnLL1W ,C��I� SaF sateNsQ6E2C'tIW' MRN M a 1/x' FAeH /2' 0.0. MAx. 6 9IETAL 6 (♦) ay �{0 MZL RMI,(N (1-IJ/1617/14 s6-1/47. DESIG■/N�� LOADS: +54.0 PSF -6: . TOIvrjRANstateotherwise am TOLERANCES aro Cleay J yIIrys,.G U 18LG S1 43 .0 - 1.031 9 � FaA Na 513-7 ' .00 - 1.015 DESCRIPTION: PAN DOOR 9•W 7109 PROOIfCf. .WO - i.E05 A m m1G0000 - ±.001 DRAWN BY: RJK DATE: Degrees = ;0/2' CHECKED BY: SH DATE: aLOpwl TAE Ifwse• •t' Al P� Unte�0II Otherwise OaE°SICANS AAE IN NCNim DWG. NO.: 103287 .• 2 d m C AM LL -1 PART NO.: N/A A MXPAY W\I•N/DWAAD RATING I% ) V •62 PS W F/OA SCALE: N/A DWG. R 1/0 SHEET 1 OF 1 SIZE U VER. MD B.A. GARAGE DOORS 7360 SW 40 ST Miami, F133155 T: 305-553-2824 F: 305-264-4641 E: bap-aragedoor@aol.com To: Al Farooq Eng ENGINEERING CALCULATIONS NEEDED FOR THIS PROPERTY ADDRESS: 78 NW 106th Street Miami Shores, FL 33150 SINGLE FAMILY RESIDENCE REQUIRED DESIGN LOADS FOR GARAGE DOOR COMPONENTS: MARK: SINGLE GARAGE DOOR ZONE 5 + 39.11 PSFJ-4.9-+PSF. 1) SINGLE CAR GARAGE DOOR SIZE 8' X 7' * * PLS CALL AS SOON AS IT'S READY FOR PICK UP * * THANKS ! ! 0 062014 REQUIRED DESIGN LOADS FOR GARAGE DOOR COMPONENTS: MARK: SINGLE GARAGE DOOR ZONE 5 + ,'_; PSF./-q�a.}PSF. PROPERTY ADDRESS: 78 NW 106TH STREET MIAMI SHORES, FLORIDA 331St/ avnc, ,•vmucn r� io, �.v,w ( FIELDWORK DATE: ttJSwli REVISION DATEM: (Rcvo 3) fif3tl,OfBEs B�YStAR'V�T t 1tA+W,G"CAt+lV Y 1 588035,014 4' 0 S 89.35'01 a 1 I8' M e1r S 88.42' •E 75.1 NO ®c 5 88'35'01' C 75. I 'Urmr ' ' '' i351D 1 • 75.CId ; ' ` I o ID • = 5'1ri0kG. �tMr 0 mm rim moo tb s 13.9 Oza'r = LOT 7 REQUIRED DESIGN LOADS FOR >e• BLK 203 GARAGE DOOR COMPONENTS: LOT a WT6 `'• ls.o IC.l1' MARK: SINGLE GARAGE DOOR A 203 1 s1Y. �-� 811+ 203 JC ZONE 5 +-*.1 ' PSF./- MR.1 PSF. �,NN Res na z F- 17-V � � NN wu N NC1C;ls L0rAFf5A Toats erarrwA=AW •� '...' 33 r wr d� -15.4' Tj t' OX orr 4' c L r mr am Lee �d�wr aadr hdlufdda 11 o m N 4 ?lir r6 - e �iiI(r byh�6lord � 1 dAo1iIM6� a► �f1dh - ANW& • � r va+30o 15 so P"ILN m+dm"fthmemem 11, wAmw GRAPHIC SCALE (In Feet) USN& 11u 1 Inch = 30' ft. � I Use o1TW Sunny f rAffpases other rhm Intended Wld M Wdtsen Vm fira0a, wW beat" Uurt Sale Mskmd Wdhaus wuny to the Auveym Nothing hamm slug he Construed to G n ANT wghu or 9eriefiu to Myons 00w Om those Cwd kd. i FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE LOCATED IN ONES PROP �TY WAS FOUND IN THHEMLLAGEARS TO E OF MIAMI SHORES, COMMUNITY NUMBER 120652 DATED 04/11/09. ' CLIENT NUMBER: SOUTHERLAND DATE: AFFILIATE 11/5!2013 � , BUYER: JOHN SOUTHERLAND AND ALEX GUTTIEREZZ EMBERS 1 SELLER: EDUARDO PADIL.LAAND LILY RAMON j CERTIFIED TO JOHN ON,SOUTHERLAND OLD RAND ALEX GIONALEZZ; LISA PEARSON, P.A.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; FIRST MERIDIAN MORTGAGE, ==ACTAjj Land Surveyors, Inc. - - � - --- .. - - P�6,SS•.1916•F.906•T�1•t� -•• -- --- . ._. _ _n _---- �eertai 11910►�sgL�esarh�s�dt.bw.My+ssiisl�il MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.go Lpers/ Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Sectional Garage Door up to 91- 0" Wide APPROVAL DOCUMENT: Drawing No. 103287, titled "Pan Door 9'W", Sheet l of 1, dated 03/03/2005, with revision 04 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0908.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. COON 0M.Mmly Y NOA No 12-0125.19 �••.� , Expiration Date: September iS, 2015 Approval Date: April S, 2012 oo f Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287, titled "Pan Door 9'W", Sheet 1 of 1, dated 03/03/2005, with last revision 04 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P,E. B. TESTS "Submitted under NOA # 05--0316.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 .2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Specimens A, B, C and D Clopay Model 94, 9'x 8' 24 gauge garage doors, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01-04, dated 10/22/2004, signed and sealed by William F. Wescott, P.E. C. CALCULATIONS "Submitted under NOA # 05-0316.01 " 1. Fastener Attachment Calculations prepared by Mark Westerfield, P.E., Sheets 1 & 2, dated 03/03/2005, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA #10-0908.07" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 08/25/2010, signed and sealed by Scott Hamilton, P.E. A03Est Carlora, P.E. Product Control Examiner NOA No 12-0125A% Expiration Date: September 15, 2015 Approval Date: April 5, 2012 E-1 L71 CI MODELS CLOPAY 84A, 94, 98. H94 (24 GAUGE) REVISIONS ,m,QDELS HOLMEs 48 (24 GAUGE) REV. NO.1 ZONE: I DATE: ECN N0. APPVD: I DESCRIPTION MODELS IDEAL 4F, 4RST. 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SME PREPARATIaM aF JNIBi aTMvai • PAODeJCC YevlstlDl 1lkoaogd apvFtAgleFioliOa w aL Pae STCD,ATVZM aortdM eAAaar (x -]/a ,11 A Y!D 0 f 9 1q (2 aero• wx META • xamrs. �1�7�r � aWW11IM AnACLHO m SLfW` VF BR.P TAPANa SM" AT 21-1/2• a0. MAX 4s]/M r tr aMMlML" r (+) J MB TO S PPORTI G cTRU TUR ATTAGHM NT 9TFF1. ROI VA (1-1]/10'F7/10 ;N-1/47. 1106 lAm PROP T1E DOOM M 1RIIMFtlNMa m TIE TR CM AND RM FM TWE MM 10 1HE 210 VFFWAL STP !2 011 BCIim1) 1l0 tGO FROM 7Ne DOOR O iRA1MFfIO0:0 m IMe Na11II0MfM. (LOA) ,IMM, D i saemaF IaD) MVDeuv Der AM M"'�"iawAae'iaasFORF Am F PS TTN 9IF}]. CMCREIE AOM YA900W1: UOL stated OUIarMes TOLERANCES an WOOD FRAME B1DINGS12 w EL. TIIA aLv. STEM 9M VUIOa OF DOOR OPEIm10 SIWL DE FARM® SMA Dr NOr LESS MAR VW PAPE 1 0 I6•m.l 1 .0- t.o3t A129 M W 10 LS m U CM -TT M r�RgllFO MFA m . .00 TE NSA P, 10.0(100 a 1.009 m 1.001 RLOCK WALL OR CONCRETE x v, SYM mm" aaaY P�a+I�EFraAsID= m T. D roes a *1/2' l eo�tx+�FTE carioat°a etrra iMOO auA PDu eE ANC LOREO Arm RFT IROCN teas dull eE FP1Eo ATtAC is ONE 1/4 P{ a s ARE wmca+Es. DWG. NO.: 103287 VER. MD �aAF'A"EeLaFww�aRmOCMEOLDen v°NLveE.�"""YOU9 ear a wIr 0 TWO I/'r Pavers ff 1 SFAIA m°Q CtMMM 00111I1M TO HE 002M BY TIE allLM EMPKElt OR MCMV OF RMU R JAMB TO SUPPORTING cYrxUCTURE ATTACHMENT (Nm Ta ee In[o FOR MOOO EM a TRACH SRACKEM A ON CEN1anMR amp= SIM NNpMO TTPe FASMMfA 1TFE 1/4*. r (1-1/0 9.MM IRF TAPCOM CMCME ARCHM (2-1/2• MN, EOOE USSAM 9-1/2• 11, as 1 . _ BQilOII AT• Np rRif ETW1N 1e1F AW1DrW ON cum osmet 4 3 MURES 2-3/0'4'. TO MTEL NIFit SME MFA 2.2. I8. RISINW NSEAU JM ON FILM RMJJM O oay. REFI IP/cR - 1' aN,IMtPTNM(I479 SPCgFlEO X� IW. 2-t/2102 ML O&Y. SM TMCN BAApRT r TH= I 14 W 00.V. SIEEL O.C. IaM, Mp, � FAEC�M PaFFH,o C� �M { /IHO/a• dMIO M, UAP JgN19. SCREW9 e ♦ t 2,1 10R I" S• STTAUU- TW.V. FEL nm SO 1/-•eN6 Pm �a�j • • =1 ♦ ARL U-Q'(aSg7gF �0 SY A RESSO PROP INM-M FOR M WIL 0 � Wa %IM ON TILS DFAMIM MIFalEO. SME PREPARATIaM aF JNIBi aTMvai • PAODeJCC YevlstlDl 1lkoaogd apvFtAgleFioliOa w aL Pae STCD,ATVZM aortdM eAAaar (x -]/a ,11 A Y!D 0 f 9 1q (2 aero• wx META • xamrs. �1�7�r � aWW11IM AnACLHO m SLfW` VF BR.P TAPANa SM" AT 21-1/2• a0. MAX 4s]/M r tr aMMlML" r (+) By 9TFF1. ROI VA (1-1]/10'F7/10 ;N-1/47. DESIGN LOADS: +54.0 PSF-62.0MPP�dF, PART NO,: N/A UOL stated OUIarMes TOLERANCES an CIOpa y�� e4 0 USA n-�''AY WINDLOAD _ TeL 1(a� 13- 1a-4804 W 8 .0- t.o3t vrodnah Pmt Na3-no 4esa y .00 DESCRIPTION: PAN DOOR WIN +54/-62 PSF NSA P, 10.0(100 a 1.009 m 1.001 DRAWN BY: RJK DATE: 4/07/01 SCALE: N A / I D roes a *1/2' CHECKED BY: SH DATE: 03/03/4 SHEET 1 OF 1 PE. 1830, l' ., P{ a s ARE wmca+Es. DWG. NO.: 103287 VER. MD 2 1 Wo Ir.