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WS-03-22-651 NOAMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1005 NE 92ND ST, Miami Shores, FL 33138 Contacts Christina Peyon Owner 465 Brickell Ave, Apt 2303 E Brickell AVE E 2303, Miami, FL 33138 cliemola@gmail.com HOMEOWNER Contractor HOME OWNER Des: REPLACE 2 EXTERIOR DOORS Val Fees Application Fee - Other CCF DBPR Fee DCA Fee Education SurchargeScanning ]A$ Fee Technology FeeWindows/Shutters FeeTotal: Permit NO.: WS-03-22-651 Permit Type: Windows/Shutters Work Classi}icatfon: Door Replacement Permit Status: Approved issue Date: 04/25/2022 1 Expiration: 10/25/2022 DIEGO PEYON Owner Mobile: 5303780304 DIEGOPEYON@GMAIL.COM uation Total Sq Feet: $ 1,000.00 Inspection Requests: 305-112.4949 0.00 Payments Date Paid Amt Paid Total Fees $136.80 Credit Card 03/14/2022 $50.00 Credit Card 04/25/2022 $86.80 Amount Due: $0.00 THIS MUST BE ON JOB AT TIME OF INSPECTION Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. April 25, 2022 Page 1 of 2 .5/3122, 10:48 AM Florida Building Code Online k�OAiC4 ir{PAATMiXr.y •- Business Professional RegulationBCIS Home i Log In d�`pr }} ` Product Approval USER: Public User Submit Surcharge I Stats & Facts ; Publications ; Contact Us BCIS Site Map Links 1 Search 14)57-03" z2' 6P Product_AQQrr4_vdl Menu > Product or Aoolication Search > AgQUi;ation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL22513-R3 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com _. Steve Schreitle{ sschrelber@rrla3onite.cav rT ,j Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 11/06/2020 11/09/2020 Year 1994 1994 1994 htlps:llffoddabuilding.arglprlpr agp_dil.asps?parum-wGEVXQwtggtdyWbicp7A6QEOwOhYDnH[%2bvKgHKCWn2WN&FPQkSFNA%3d%3d 1/3 5/3/22, 10:48 AM Florida Building Code Online Date Approved 11/17/2020 Summary of Products FL # Model, Number or Name Description 22513.1 HPC Wood -edge Steel Side -Hinged I 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. Y-O" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FL0215 for details. 22513.3 Wood -edge Steel Side -Hinged Door I Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. Certification Agency Certificate FL22513 R3 C CAC NI013747.01-R2.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0212.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 514008B.pdf Created by Independent Third Party: Yes 8'-0" Opaque I/S or O/S Single Door Unit Certification Agency Certificate FL22513 R3 C CAC NI013747.04-Rl.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0215.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 514009B.pdf Created by Independent Third Party: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CAC f4I013747.04-R1.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 11 FL 21 .pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 22 13 R3 AE 51,4007B.W Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CAC NI013747.04-RI.,pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 it FL0215.,pddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 514007B,pdf Created by Independent Third Party: Yes 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CAC NI013747.06-R1.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions ,FS, ZSJS R3 II FL0217..pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FLg25ja R3 AE 5140Q7B.p_df Created by Independent Third Party: Yes 1 22513.6 I Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S or O/S Single Door I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblcpz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 2/3 5/3/22, 10:48 AM Florida Building Code Online i Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NIOI3747-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 93 II FL0211_pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. Y-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 5140106.pdf required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 22513.7 1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o I Unit I Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0214 for details. Certification Agency Certificate EL22513_R3__C_-CAC NI013747-112.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0211.12df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL225.3_P3_AE 5140086.pdf Created by Independent Third Party: Yes 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CRC NI013747.0-F2_pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22S13 R3 11 FL0214.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 5140 3bj2ff Created by Independent Third Party: Yes =0= Contact Us :: 26n Blair Stone Road, 7NIah@sseU FL 323M phgatl 850.487-1924 The State of Florida is an AA/EEO employer. Cooyri hl 2007-2013State of Florida.:: Privacy Statement :: Actesssib0lty Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . 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Links Search U - - Product Approval / dpr USER: Public User PE24uct AnnravaI Men. > Product or AW2Wdtion Search > AgRlication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL22551-R3 Revision 2020 Approved v� 1 J E.S. Windows, Inc. 1 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 c•? achamorro@eswllc.com ]alai Farooq veronica@afceng.cam,�'C Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By ]AVAD AHMAD PE, INC. Certificate of Independence Validation Checklist - Hardcopy Received FL22551 R3 COI 55 - Certificate gf Indirpendence.pd Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2013 2017 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL22551 R3 Eauiv SS - Equly Ur A5TM E�86-19961996.pd h11ps:11$oridahuitding.orglpr/pr_app_dt.aspx?pamm=wGEVXQwtDgldyENblcpz4x'rp%2frIHhRhGDpN$ptS'l"MQ27YsEU%2byaQ%3d%3d 1/2 5/3/22, 10:46:AM Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 22551.1 Method 1 Option D 10/21/2020 10/22/2020 10/30/2020 12/16/2020 Model, Number or Name Description Series ES-EL300 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: See attached drawing W16-71 for installation instructions and span vs load combinations. 22551.2 Installation Instructions R3 II SS - ES -EL r LMI)- DWG W16-71 2020.1z Verified By: ]alai Farooq PE # 81223 Created by Independent Third Party: Yes Evaluation Reports FL22551 R3 AE SS - ES-EL3000S,a12or [lMI} -PAE 2020.p_f Created by Independent Third Party: Yes Series ES-EL300 Aluminum Outswing Non -impact resistant aluminum outswing entrance door. Entrance Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: See attached drawing 20-66F for installation instructions and span vs load combinations. Installation Instructions F 2 5 1 R3 11 SS - - r M-D] WQ 20-66f f2020).pdf Verified By: ]alai Farooq PE # 81223 Created by Independent Third Party: Yes Evaluation Reports FL22551 R3 AE _SS - ES-,EL3000S Door (NJ) -PAE 2020.pcff Created by Independent Third Party: Yes Contact Us :: Road, Tallahassee Ft 32399 Phone_ 850.4.g7- g2 The State of Florida is an AA/EEO employer. Coayrloht 20073013 State of Florida.:: Privacy 5taty :: Accesslblllty Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: �r®Fig .® Credit Card Safe Mips:110oridabuiIding.org/prlpr_app oll.nspx?pa m=wGEVXQwtDgidyiNblcpc4x7rp%2FrIHbRhGDpNSptSTZ8SQ27YsEU`,b2byaQ%3d%3d 2/2 KDD DZ z 'oc) -1O- Omni u)-< mx-A c ra m (n:�Eo Z o m D 0 O ,*> m cn � m = �5 irJFn 0C m-AO mo mxD� m_� cm DUZiJu rD� mmx �mm S�vlrcn rp< L=] �m cnr(n m0N CDm m0 OZC mZ� -j`_L mil O mar (ng 7. 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D x — a9 x x r — t7 v { x vm Z — rn x Np 5�- v�N o td`b x x — ozo + 6ocn cn ,I 96" FRAME HEIGTH 93 9/16" LEAF HEIGHT m C 84 9/16" n N o Co m m O.L. OPG. (STD. RAIL) c mv 81 1/8" cZ� O.L. OPG. (HI -RISE RAIL) _ o z o II to fi I �------------- ------------- ------ 12" MAX. 6" MAX. JAMBS JAMB CORNERS 96" FRAME HEIGTH 93 9/16" -.. LEAF HEIGHT 84 9/16" D.L. OPG. (STD. RAIL) $1 1/8" O.L. OPG. (HI -RISE RAIL) En me �mm ai r`'cv c:Z-I-0 0 U) 0 V m rnpAl CpC 108" FRAME HEIGTH 105 9/16" LEAF HEIGHT c 96 9/16" y r D �mm D.L. OPG. (STD. RAIL) -4 o� �c� CZ-u 00 m m N m D.L. OPG. (HI —RISE RAIL) > r i-] p X Xp }( 0 I I II I\ I Q m 0, C4 n I /I Ll I I i t I C4 > to CA - (/1 r y D N mII II I! II II )l G�i rn O 2 rn / II II II II \ / \ 12" MAX. 6" MAX. JAMBS JAMB CORNERS o� ins" FRAME HEIGTH 105 9/16" LEAF HEIGHT 96 9/16" D n D.L. OPG. (STD. RAIL) m c mco m m i cn 93 1 /8" z v D.L. OPG. (HI —RISE RAIL) °\°__ m z m X / \ L II / II II \ II / \ A.II I n ti r N �r7 CD cj rn m �I !- �l \ / + — -- ----- --- --- — � m ------------------ _ I--�--------�� 1 D \ F9 / C) 0 m .�cn r \ Dtnv / r D m z _ \ / \ / m = oz0 O m O c7 Cn N \ / O X 12" MAK. 6" MAX. J n Unman JAMB nnontroc v � I o 00 D x m n m O G� CO3 Es La m Cd a cI m C7 07 H� ,roa x a n m�� ? m= {� d I No a d O ttl' tziy W r m O 0\0 m th Enm D X SIDEUTE FRAME HEIGTH 93 9/16" SIDELITE PANEL HEIGHT 84 9/16" D.L. OPG. (STD. RAIL) 81 1 /8" D.L. OPG. (HI —RISE RAIL) II II II II II II II II II II II II II II I ---- � ii it II II I II II Ii II ii 12" MAX. 96" SIDELITE FRAME HEI( 93 9/16" SIDELITE PANEL HEIG 84 9/16" D.L. OPG. (STD. RAIL) 81 1/8" Q.L. OPG. (HI —RISE RAIL) II II II �� II II II II -=—=�C==—=JL-----u—- II — Ir-----rT--- � II II II II II li me D r D m m co '''c-0 cZLn m 0zm En0 6" MAX. JAMB CORNERS D --�� •L-----11— m =_ �_—= Ir —--1T—==___���___- ❑ C] I D II _---------— — — — — — — — — — — — -------` 11 me D A D � mm co "'c-u (n -j m O N O � N 41 Of � W 00 W r I z KI v m � a*1 \ v °o 1 (1) xIK r oXN r T 0 m rn-i m as 0 1 m .-, 0 2�7 r- D D N r0 x = ?S r 1 108" SIDELITE FRAME HEIGTH 105 9/16" SIDELITE PANEL HEIGHT 96 9/16" D.L. OPG. (STD. RAIL) 93 1/8' D.L OPG. (HI —RISE RAIL) I I II II II ll I II II II II II I --J----- II JL_ Ti 1===== ��X r---==I$=====IT II II II �` I II II � II II I! II II II 11 II Ir II II II It II II It I 12" MAx. JAMBS 108" SIDELITE FRAME HEIGTH 105 9/16" SIDELITE PANEL HEIGHT 96 9/16" D,L. OPG. (STD. RAIL) 93 1/a" Q.L. OPG. (HI —RISE RAIL) 2 II II II II II II II II II II u II n rl II n II Ir II I! II Il ---- -----II fl IT it II II II II l � I1 II II / li II \ II I If 1 I I /11 II II I�\ I I1 II rn �c D A r m m mcv cZ-u mzm 0EnO x 0 N P (A i rn m rn g to W r (W m W 0� a v m v � 2 S 6" MAX. 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O < < L im J W O �o 0 0 0 � ED f0 O 6D J W 00 O 1 �0� O cn 00 m N Ca G) v w U) Z f O m AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 o METHOD 1 OPTION D FL 22551 Date: 9/22/2020 Detailed Product Description: Manufacturer: E.S. WINDOWS, LLC. Manufacturer Address: 3550 N.W. 49 STREET— MIAMI, FL. 33142 Model Name: SERIES ES-EL300 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # W16-71 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. Leakage 10/11/2018 BT-ESW-18-006 ASTM E331 Water Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. OR ASTM 547 & Penetration 10/11/2018 BT-ESW-18-006 TAS 202 ASTM E330 Uniform Static Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. & TAS 202 Air Press. 10/11/2018 BT-ESW-18-006 AAMA 1304 Forced Entry Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. Test 10/11/2018 BT-ESW-18-006 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E- (TAS 201 & 203) Impact & 10/11/2018 BT-ESW-18-006 ASTM E1886/1996 Cyclic ANSI Z97.1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: •., i. pp FAp Na 8 23 Jalal Farooq PE # 81223 .."` ,,,,5 AI-Farooq Corporation EB # 3538 Sealed: 10/19/2020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng-corn I alfarooa@afcens.cosn