Loading...
WS-09-22-2468Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 11/10/2022 Location Address Parcel Number 374 NE 104TH ST, Miami Shores, FL 33138 1121360130170 Contacts Permit NO.: WS-09-22-2468 Permit Type: Windows/Shutters Work Classification: Garage Door Permit status: Approved Expiration: 05/09/2023 Marie Wroy Owner MARIE MYRTHA WROY Applicant 374 NE 104 ST, Miami Shores, FL 33138 374 NE 104 ST, MIAMI SHORES, FL 331382018 Home: 3059260188 myrthawroy@gmail.com Home: 3059260188 myrthawroy@gmail.com ARVI HOMES CONSTRUCTION CORP Contractor ARMANDO ANTONIO JOMARRON 17321 SW 93 AVE, PALMETTO BAY, FL 33157 Business: 7862994129 AI@ARVIHOMES.COM Description: REPLACEMENT OF GARAGE DOOR 8' X T TALL Valuation: $ 1,800.00 Inspection Requests: BRONZE/BROWN IN COLOR 305-762-4949 Total Sq Feet: 0.00 eves Amount ,,pplicanon Fee - Other $50.00 CCF $1.20 DBPR Fee $2.10 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $14.00 Windows/Shutters Fee $90.00 Total: $168.90 Payments Date Paid Amt Paid Total Fees $168.90 Credit Card 11/10/2022 $118.90 Credit Card 09/30/2022 $50.00 Amount Due: $0.00 ;uilding Department Copy 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 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this 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. OWNERS AFFI V I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating,cg7 n and zoning. Futhennore, I authorize the above named contractor to do the work stated- Ae,zf d,o-h a Srl.O.Q ea a/ Owner / Applicant / Contractor / Agent Date -10 -22 November 10, 2022 Page 2 of 2 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 BUILDING Master permit PERMIT APPLICATION Sub Permit ENTERED sEr S 0 nzz BY: aA FBC 2020 - "4' WS-04-22-Z4&8 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL v ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 371 ,) r e ( 04 5 r City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11- 2 / 36 - 013 - s 1 7o Is the Building Historically Designated: Yes NO 1� Occupancy Type: 6101 Load: Construction Type: e 6 5 Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): /2,4'2 1j;, M 112 f#..4 W&0 V Phone#: .70-5- 9 Z6 - 018e Address:— -77V Ai• C • ( - q 6T city: M1rrMI SA6&4A State: jr-e_'R&,rDA Zip: 3 3l 3b' Tenant/Lessee Name: ^�/0T Email: Mco'" CONTRACTOR: Company Name: Address: 1971 SW Email: _ Ir Qualifier Name: A-" E State Certification or Registration #: e6e, - 152 9503 Certificate of Competency #: _ DESIGNER: Architect/Engineer: A//R Phone#: Address: N�R City: Stat Value of Work for this Permit: $ 1, r00, ep Square/LinearFootage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New U Repair/Replace Description of Work: Idr Specify color of color thru tile: Submittal Fee $ � (7V Permit Fee $ q D - bU Scanning Fee $ `1.00 DCA Fee $ Z • 00 Technology Fee $ H - 00 Training/Education Fee $ Structural Reviews $ 86-299-9124 1s 786-299-y r2� e: —Zip: ❑ Demolition CCF $ 1 • ZO CO/CC $ DBPR $ Z L 0 co a Notary $ Double Fee $ PgZ Review $ Bond $ TOTAL FEE NOW DUE $ 1(9.q0 (Revised04/05/2022) i`71 , r i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lenders Address City State Zip Zip 771, 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 on 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 not be approved and a reinspection fee will be charged. Z Z The foregoing instrument was acknowledged before me this ,;Ig day of �J E IO , 20 ° by M&R1 E MV0 H1+W0ivho is persona�liv known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: t�VN61� Print: A*6" TV& --'*AS Seal: Notary Public State of Flebds Vanessa Thomas The foregoing instrument was acknowledged before me this 2 Z day of 5fp , 20 'L 7' by /HWhN00 ,(.',.69peepn/ , who is ersonally know as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: P l Notary Public • state of Plomdo Seal: tig CanmllrlonNNX02454) wM1 My Comm, eaplr"Au)19.1014 as J1 t JCL APPROVED BY V rPlans Examiner Zoning Structural Review Clerk (Revised04/05/2022) FLORIDA BUILDING CODE, 2020 CSF.4VEN1 ASCE 7- I G WIND CODE 1 75 MPH WIND ZONE EXPOSURE "C" FOR BUILDING UP TO 15' MEAN ROOF HEIGHT. (ONE STORY) ONE CAR GARAGE DOOR UP TO 9' WIDE X & HEIGHT. NOV ; 22 BZ' WIND LOADS FOR ONE CAR GARAGE DOC DISTANCE FROM CORNER MINIMUM END ZONE TRIBUTARY POSITIVE OF BUILDING TO EDGE OF BUILDING DIMENSION. AREA. DE51GN LC OPENING. DIMENSION. (IN FEET) (IN FEET.) (IN FEET.) (5Q. FEET.) (IN P.S.F INTERIOR ZONE GREATER THAN 3' F 27 5Q. FT. 37.7G P.5 END ZONE l Z 3' OR LE55 27 50. FT. 37.7G P.5 THESE CALCULATIONS ARE BASED ON A5CE 7-1 G FOR COMPONENTS AND CLADDING EXP05URE "C" 175 MPH WIND ZONE, Kd = .55' NOTE: AN 6% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. TRIBUTARY AREA WAS DETERMINED BY LENGTH SQUARED /3. NO ALLOWABLE 5TRE55 INCREASE TAKEN FOR SHORT TERM LOADING. Miami Shores Village ildingDepartment �' Zoning Dept. Date i Building DTY ept. Subject to o County r a Dale, F rns COPY State and County rules and regulations. Permit# MIAMI DADE COUNTY (CATEGORY II BUILDINGS) At yR f-tE,ff w Ro y 3 7,q N, E, 10 4 3 r A416^(i ShaeeES,I=L. 3Z>1-3,j? .-4 it- 2136-90/3-a/70 H EDITION) )R. AD vco(2 1-6 �� z2-07z1•ol I ; o-Q5r NEGATIVE DF51GN LOAD FK'Nr ELSV. Nd-t- To SGALK (IN P.5.F.)-----� .F. 1 -45.54 P.5.1'. r-o R PLP N NO - To sc.4L.r-- i 0 trzARA6P Door2 fio �e I2EP(AeEv wrtit NOA #6 22-072).al GARAGE DOORS FOR 1 STORY HOMES. ' V (l P-6 y 3 7�- 164 5 r wel Av�f 5�02g5, f::6. 3 --#/I-2/36—G/3--6>'76 ., ;: ,-;:� �,.. .. �,la. Y, ,;•- csy�t*�.`I'�;:-^ -yes-"ro -^'rrr-irsf�.w.:y.;�: -�.�;.-.,.. ' -Goo�'c ... .rise .'�--t '. :.5w�. Ml®DADE MIAhNCOUNTY � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMU41STRAUON DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) WWW mlamidade vov/economy DAB Door Company, Inc. 12193 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-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. RER 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9ft.4in. w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-05, titled "Sectional Garage Door", dated 01/19/2001, with last revision M dated 05/12/2022, sheets I through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. on 07/14/2022, 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 (without flood vents) 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. Limitation: Garage doors with flood vents are not rated for Large Missile Impact Resistance. RENEWAL of this NOA shall be considered after a renewal application has been Sled 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 renews and revises NOA # 21-0312.03 and 21-0312.04 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4, E-5 and E-6, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA-No. 22-0721.01 M/1N MADE COUNTY Expiration Date: October 4, 2026 Approval Date: August 25, 2022 Page 1 DAB Door Comuany, Inc. N 0 T I C K OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUMITTED ON PRIVIOUS NOA's A. DRAWINGS 1. Drawing No. 01-05, titled "Sectional Garage Door", dated 01/19/2001, with last revision J dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. B. TESTS "Submitted under NOA # 09-0128.05" 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-TI82, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 2. 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 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. "Submitted under NOA # 01-0620.08" 4. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202- 94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-966, dated 01 /18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-972/974, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.09" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. 40%��4 Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 22-0721.01 Expiration Date: October 4, 2026 Approval Date: August 25, 2022 E-t DAB Door Company Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.05" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SA BIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO - CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8, Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5ie edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 22-0721.01 Expiration Date: October 4, 2026 Approval Date: August 25, 2022 E-2 DAB Door Company. Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 17-0919.13 A. DRAWINGS 1. Drawing No. 01-05 Rev K, titled "Sectional Garage Door", dated 01/19/2001 and last revised on AUG 17, 2017, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC hmovafive Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5" Edition) and FBC 2017 (61h Edition), prepared by Al Farooq Corporation, dated 08/ 17/ 17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #16-0330.04, expiring 10/04/21. $� Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 22-0721.01 Expiration Date: October 4, 2026 Approval Date: August 25, 2022 E-3 DAB Door Company_ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER NOA # 20-0901.18 AND 21-0312.03 A. DRAWINGS 1. Drawing No. 01-05, titled "Sectional Garage Door ,dated 01/19/2001, with last revision L dated 07/21/2020, sheets I through 5 of 5, prepared by AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Testing contract letter issued by Hurricane Engineering & Testing Inc., dated 06/15/2021 and signed by Syed Waqar Ali, Ph.D. 2. Letter of conformance to FBC 2020 (71 Edition) and FBC 2017 (6t" Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 22-0721.01 Expiration Date: October 4, 2026 Approval Date: August 25, 2022 E-4 DAB Door Co nPanV. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-05, titled "Sectional Garage Door", dated Ol/19/2001, with last revision M dated 05/12/2022, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. on 07/14/2022. C. TESTS 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, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824/811 24 GA Sectional Garage Door with Fixed Windows and without "U" Bars , prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-22-7187, dated 05/05/2022, signed and sealed by Ram N. Tewari, P.E. 2. 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, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824/811 24 GA Sectional Garage Door with Fixed Windows and (2) "U" Bars, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-22-7190, dated 05/05/2022, signed and sealed by Ram N. Tewari, P.E. 3. Test report of Tensile Test per ASTM E 8, Report No. HETI 22-T560, prepared by Hurricane Engineering & Testing, Inc., dated 05/09/2022, signed and sealed by Ram N. Tewari, P.E. 4. Test report of Tensile Test per ASTM E 8, Report No. HETI 22-T561, prepared by Hurricane Engineering & Testing, Inc., dated 05/09/2022, signed and sealed by Ram N. Tewari, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 22-0721.01 Expiration Date: October 4, 2026 Approval Date: August 25, 2022 E-5 DAB Door Co 4RA V. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED (Continued) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 22-0628.11, issued to Insulfoam, a div. of Carlisle Const. Mat., LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2023. 2. Notice of Acceptance No. 22-0627.03, issued to Kin gspan Insulation LLC, for their ISO -CI Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2027. 3. Notice of Acceptance No. 22-0317.02, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, expiring on 8/27/2027. F. STATEMENTS 1. Statement letter of code conformance to 7`h Edition (2020) of the FBC and of no financial interest, prepared by Al Farooq Corporation, dated 06/24/2022, signed and sealed by Jalal Farooq, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 22-0721.01 Expiration Date: October 4, 2026 Approval Date: August 25, 2022 E-6 7-1/2- X C'01'J 0 -1/Y X 2-I C x Na" GLLJ. STm CORED NN W/ (4) 114 X e/e' SMS WRN DEMON SLED'S (OPDONAL) DAB DOOR INC. \ munitions Mosi Model 824/811 Mo.. Size W-1' X 16•-0' High Wlth I ndow Lit. 01 THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT /14 X J/4' SELF DRBIIIIG SCREWS WY BE USED IN LB1I a /14 % 4/9' SMs 2.76' % I.JS' X 5.7' X FASIENm2TO m NI[R N1011 a y' Dr apC1Yl16 s- x epCnd6 2 s x I O21 .1' > sEC11016 m' DEMON IIQDXs 31 - y- _ .a• srDn21B 1 - -T p[CIp16 I. 1 lFLl10N :r e ] srsTDlz Ip 2 IIcnoxs xI -] a N ] 4FINN4 zl e•-e z sEGIgM I21 + lRIIGS aI -s IIcnaxs M• - p s-r p C 6I- s stellolls Ire• I IIcnoN m- P-s 4 EECIAAN 1e x IIrnONs :I -e > ucllays 1p' ] sFsroxs :I 1 x srnroxs Ie 4 ¢cnOla xI I y I sEamx Is s IIcnan v lo'-s' a sdcnoro xI - I -p a LiLTMXB le I sxLlox zI D• 4 s%LTDIB Ie• x adcnONs a n-> 4 n• ] 5 21- u -e > sdenoNs I nONS + s6rnoxs zr 11 K x NLNN4 ,a• p SEC1bx5 x1 I I sEenw Ie• a sEenw+s z1 Ix Ix -a' T IIcnpKs a a SxLIKK6 Ie• - z Yn. I. Ir- ! s1LIp18'Ai> pLCIWS x l 1r a seundlB e• + sEclam xl Ta-r ] sL'aalB Ia ! s¢mxs 21 O-e : sFDnnp: Ie s IIc1als n I -p 14' I ]F41AY1 1 s YCIICNS R1 1 [plkM xI ta•-]• a IICIN%D 1a > sccmxe :1 I4'-P + Spe1KlS N e RGDONp xl u N-]' ] s[ctals tp x SEG1Yx5 Ip a sELTDxs n T YGIIax9 xl' 1 1 $xQDM la a 6LCIIOHI I1 lbx P p[CIIa6 xi• - tp' a IICIK116 Is' + SLCIMNp xl r2/ DOOR / t-1' W X .IS' WK. LATCH SIMMAD LOCK i cRM LOADED SIDE BOLT (BOTH SIDES) / 1.1 114 X 1/2' S.M.S. .158 OU. GLLV. ALRCMFT TYPE CABLE k NCO-PRCSS SLEEVE _ W/ MIN. 5 TD I SVEIY FACTOR PRODUCT REVISED f i se..mPlFlnp nrlth HN Florins Bullnine GGoad No".. 221,0121,01 BRACKET Ewinsti Di 10/04/2026 STD. UFT DOOR Ml.m .. Planuct on. L CENTER SIME IDCX BM "M Es INSTALLED ON ENO SMILE WRM (4) /14 X 5/e• sus + 9 IW X .6W LOCK SM DAWGEi N W" ON EACH! MINE OF DOOR DIRC OF KEVFO N fDPDDNAII LOCK BAR LDOKING SHORN AUMD_SP�RINGE LOADED SLICE BOLT LEGICE SMOYIN BRACKET WHEADROO ON OORIONM L 3-1/6- % tir An /14 X 3/4- SIX TOP FOCI RE 5-1/2- X 2-3/4- X 01 OFMONAL COOP NEWER STEEL RATE VAIN ONE 5 le-IB MS All NUT TO BE INSTALLED AT REINF M TRUSS DI FASTENED TO D SINE `CEIIIER SOLE AT TOP SECN �(6) /14 X 3/4• SDP 0N¢IRG SCREWFO S / REM. R LO �aSRo. -wo PSF v 1, -, OWN (I -I) IhII II -II' T• 0 p� o ffa 0 gm $• g a R 5 {�� R Io � UE Go?E N mqP y C CIE OH=6 INcmF LFVATION RAISED PANEL EMBOSSED DOOR MAXIMUM DESIGN LOAD RATING + 62.0 PSF (DOORS WITH REINFORCING TRUSSES) - 70.0 PSF PFNFRAL NOTES 1• REo ME 6 OFFLORIN BE THE 20200(IN EDITIM) UIDINO CODE INCLUDING HIM VELOCR! HURRICANE ZONE (HNNZ). 2. ANCHORS SHALL BE WMMN RESISTAM, SPACED AS SHOWN ON Di AND INSTALLED ACT MMUrs INSTnucinONS SPECIFIED EINEDUENI TO BASE MATERIAL ,,ALL BE BDONO WALL MLESSWG OR STUCCO. 3. A LOAD UURATDN INCREASE 15 USED IN DESIGN OF MENE S MID WDOO ONLY. 4. WTENwS INCLUDING BUT NO UNITED to WEELETu SCREWS. THAT COME INTO CONTACT "I'll" MGMDBSDAIM W /MSHALL INLET WE REWMELIENIS OF WE =0 FLd1DA BLDO. CODE A ADdn'TED VANONOs. 5. THIS PRODUCT APPROVAL IS GEHEM AND DOES NOT PRONOE INFDRWTDN FOR A SITE SPECIFIC PROJECT, I... LIFE BAFi OF THIS PRODUCT. ADLWADY a VA,CRIRE RECEAANG WB PRODUCT MO SEALING .WOUND WOUND FOR WATOi W ,Ai RESISTANCE ETC. CpIgtNNS NOT SHOWN IN THIS DRAWING ME TO BE ANAL'i SEPARATELY. AND 10 BE AFVIENEO BY BUILDING OFFKUL 6. M,,WAGRIRER_5. 4BEL SYKL BE LOCATED ON a READILY MUBLE LOCJOON MAXIMUM DESIGN LOAD RATDIC - + 5D.0 PSF (DOORS WITHOUT REINF. TRUSSES) - 60.0 PSF A.. yy 1' .. Ora Wing no. at 14 2022 qo � �� 01-05 9 {v Z WaVe \ 11 I/I MIS .6 NLM (M ouo) SmTOe NO'I1N N % YM 9L'L OSam d0) oa lxaie .aS' x 1>a .9L'L aooy.., ii9l 4 t qi O(TNOIWO) Stl3 0v NOW .OS X to .Lv'l 60— l0 •Ou OwMOLp J091tl19 = 5) SN3TW T3315 .O6' % VM .LPI A[/� 3OMH am0a am e 1 ••''8''01.... ..''� 1 \ ON A Lloe W-Y/1 oMW4 a3 fl JIM C IIHS a No v M vowaW WA IIIN x HOTS HOIHHINI� SSnW (aN.aWss) .i •ii5 L3vH5 amONNHS 91A 3•0>'1 r 113S 316 'AlM .ILO' % .L/1-C 30NM 'SM'S .9/6 x B NM U War • wJ NJPIe Omu oOGE) 06-0 •'""• 'MN ISd 000E • >.1 3L3a0NW 3AOW wala 3 N0O18 P3 O1N1 30 AIO 3003 'NM .Y S M RAW .01E (1) ow Sd 0 313NON0] OW 30W40 3903'1401 .9/9-1 HIIM SVNYd 01 IMMOO'31s ONI S No0le Mu so 3nbwo MIR 03GM '#A .Y/I-1 13316 \o 91 x ,IA-L x .Z x .Y C j w m 30W15Ia 3Oo3 'NIO .94-1 2 $ Ll MWN00 OM 03GM3 'MM .L Cy Z aP £ '8Z�Z 13/3l 3A3 ltl O3NOIll50d a o F 3'1115 a31N30 NI 5310N 'NO .91/6 NI 03TtlI5Nl 'm M s 3 ,3WMOWN A n03S 300HOS. AB u m a 31LL6 ON3 y A Aa{ rJ � I 000 JO 30aap • 1 r\ gR (� l3NYd Is.K0' z woa 11 0 y' So y rg (� w.18 Pox 0Notau ,01 %' •JNTIW fI 3 om at aW 'P 1114 31Caov#3M1f31N1 X 3a sr ssnW .L x O>6uoO npo9d MpveymvlW asozrooro�^>•a 9^nMnaxa Lc'LZLOZZ .."ON Pj�a°wo�:e a PPVPOI aglAg3naa .unaoaa '0'0 .LI O SI3NN d 30NN NM Y J SN5 .9/5 % YI/ a;EIy15N1 NWO a ONIOIIION dOLS TNONdO ad (109- 10'09'H '0MU 13N0VNi (0 ximl 3N%v Savol 401 AINa NOUO3S d01 Iv SSnW 'JNON WHM OV1.9/S- N11M 1" WON—= a3N3 A 13NTMe N: E 133NS 335 O ins N .6119 % .6'1 3 3Md N1131a105 ' n B No l0 WLLTUlNwA'0�0 God JSd Wall- '0'05Y 3AOW SWOT NJ AINC'a03N NON035 MUM lv SSIIIa'JN13N SNWdO 'S 9HRNtla J .1/C % if Nnw /M 3115 OILS Ol OW 'S'NS .2/6 x'%I OW /M MS 31'V43na31M T'0eN3A O1 I' J 55nal l3Wd AM,1109 O ('OOJN W SSLNI .J IGU a9'n-ML%MAW!, 5/18' x 1-5/8' w waRT; Dn0 W000 OR x O' x .104' 5/18• S ANCHORS WIM I-+/+• INTO xT ON G BIw B ET+ 114 X 5/e• SIRS. _ Y. STEEL A USTXffiE TO BRACKET 2-1/2' X 4-1/4' X 13 G STEEL PULES XIS NEx NEAO 1100E0 TO 1-1/2' x 1-11,2 14m Gro BIbOKE MR (4) 1/4-M GOLF k MM GIRD) TOP([ &VbwW2yy'I�� rADR00°�pZ LOW R M IFNICSWTNr x .OSB• FmNBA s1E6 . mO FASFFKES ToMIN y- x 5-1/a- x .1w• RrvE15 my. S ITM FASTENED w4D(.> 1{ X S/s' ILS. ---- __ Lox NFACRWY OooR avFOx �— 'Is' POP 111,115 MEETING RIB x' OIA T .50' ROLEERS .N OX K 4-1/4' SRM N.OA /21-0222. S OR 0ENRIY . O.xx PCF NOA /xt-OI&DI 14 W My.. STEEL ROLLER NNOfS FMnnO w/ (4) 11,1 X 5/B' WS MIN..Ux4• ROLL FORMED ML PN L DRAMND UFIITY O0-0MR[H0 1. ffiID STRTN - O MR W11N PRMER ..0 BNtEO-DN FO mFR PANTED TW CMT YPPLIED TO BOTN =E5 OF SRD. ix OA GLLY. STEEL BOTTOM BRACXR FASTENED W/ A/14 X 5/8' 5M8 _BOTTOM ST& OITI CENTER OA OPLV. STEEL TRIDN wm1 m WELDS COun=, 10 R M/ s/e- 10SIPRfi x NID ING (z) W-xG x ER 2-1/a- x I- f x ARME Z w n T" BOLT k NOf T MIIOE WON Q °j � eou m nln i Q 8w` j ww SEC00N A -A y a e a° B] BB Ogg, •SECTION NEIOMTS BRACKET P1ACFlXENTs DOOR N[aNT IST xN0 sRD 41H STN al_j Bx FU 1 04 BS 6'-0' is, Is' I '' A+' TO 11-s / • xs N31' 44ee' SBeee 6B]] 6-B 21' ID• 18• 21• /A To ++ ] 7•-0' 21' 3+' xi z+•A1ro 23 5 8'•' - ]•-e S. 1B' is W 1' O x 5/2' JI' 45' se' 8]' ]B-1/4• e-0' x IS- 1 x1' ro/P 1' z xT FOR DOORS M0n THAN B R. NON, DSE ApODpNN. OIMK BRACKETS AT 10' O.C. ORD' PRODUCT REVISED ylyyl1 h mm P1.6d. BUIIGInG Cop w NOAtte. 22.0721 01 expinORe Get. 10/0412026 Gx VOL 14 ON Mlem eePm Mct Cmn4e e yI xo.enaa/(Ix/n� d 2�O �ANO.1 M' 0 NA16 I �AAIm •IS�OLMA%. v OPTION w \�=y :TION TO WOOD SUI)STRATF (W00D WECIRC maven SO-0.87 MN.) THE INSTAIIATON METHCUS SHOWN ABOVE SHOWS 2rB M MB BUCK ATTACHMENT TO WOOB SMUCNRE4 F THESE YmXWS ARE FOLEOWID NO AOOITIOML CALCMADONS/mbwN MLL BE RMMM f, OE4011 OF OMAOE COOK NICMMABE. FOR DOOR REPMWEMT APNIGTIONS WRH NO EHMNEER OF RSCORO, RaM.UkTION MY BE vEHEEO Alm ARPAOVEB BY THE BUNTING CFFICML UPON INSPECBON. e/1e• x I -b/w UL SCR AT t2' OL. `e WOOD RUCK CEINNECTION TO MASONRY pREssURE TREATED 2%S SW W'OOO BUCKS S BE ANCHORED TO OROUIEO RENFORCEO MASONRY BLOCK WALL W WHC. COLUMN HRH 1/4' UUFM i]N+ BY 'OFHILTWIM SPMND W 1r Mt INTO GROUT FRIED BLOCK WAW •RIM 2-1/1' MN. NOD INCH 1-3/4-YIN WOOD 1-1/2• t2' OZ. NTo JDDo PSI E,NCRM 2-1/2' M. EDGE OISTMCE 1/a 1VpfA BY'DEWALY WNN SPMNC OF 11. OL. Nm CRNR FRIED BLOCK WALL WRH I-1/2' MN. EMSEL 11 OZ. INTO ]OW PA CONCRETE THIN1-J/A' MMN. EMBED 1/ AT J' MN. EDGE OISSWE J/e' CWDE% By 'iLCO. OR 2�6.OBY I" wFTI SPICING Of G NTD MOPR CONCRETE 'M1N 2-1/2' MN. WONlO LAMA.... MK1R� BII(]f TR T YET. ENNE DISTANCE See' HLC SIEEVE BY 'WLD' FINK WIZNO OF r MIN. EDGE DST. Ni--1/4' lwi I oi.°DOM ]�000 M WHIM EEMBEE AND 2-1/T U.N. ME OUFUK PREPARATION OF JAMES RY OTHERS FOR HOF CONSTRUCTION EHMH a REEWO OR ARCHITECT TO IIERFY ----- _ . _.. _._ MEBMCY OF SIIPPONTINO SIRUCIURE TO SUPPORT tIOABS IMPOSED eY OCOR SYSTEM. FOR OCCR REPLACEMENT N RETROM WMNM WTTH NO ENCNEER OF RECORD, DOOR IHSTY TTOH My BE REWEWED ANO APPRDJED BF BUxdNO OFFCML UPON INSPECTION. YMa2ULlM MEMOS(-) LW PON AAMB - (B.SS N 70 P30/2 - 32" Ws Par R 113/14- MD SFEi1Ie%I'SCIS ORIWNC SCREWSWNO SCREWS]/Ib' •RM1Ex' STEfII t•anlx stiff nNEls uatwRw W/ DOPE xFADB' O.0ATHRI P W/ COME HW a�'O.C. RFY60RCEMEM112 V g; p 0 WSTMP AOARtER 52-0 M bAPi[Rc gg I MINUM 0 dRUBBER WSIMpRHG ER W'SUNPPttIC a Bcc BO-�,E..� 1� t� Oa0 j c LS-7�A^ `i67-1 Jb a a Q f ROTTOM gFAI OPTIONS ao my, NAYwp BPACIN yw ARcHORS �'a. ] p IN SlE .1 NL CONE 1-1 ♦ B' q� c1i � 4 a. &L S p MILS BC Ml I-1 % S e pWMBOLT BY I CONC.4. a m u i'i e CONFLEX RT EII fI1KE0 BLOCK 1-2 - T BY PMALi CONC. WCNRE Bf O1HEM D E 1 ] p PORT TM twos 1luwsm ] e vEEVT-Au ar w.Pspxs mxc. 1-1 2 1a e F % i 13 ssm CONCflEIE 1'c - 3000 PL MIN. m RR C-20 DROUT DIIID BLOLH I'm 2OOD PSI MN. ONTi S B S/Ib' OW R0.R s Y 9 r WAOa NUT AT 1 3' OZ. WK EDGE DIET. 6 1-1 Pax 2l 1 z r to a 1-1/2' 2' e £ 12 B•WLv. STEEL. MT RRACKRS •J' WRIT 2-1 e• % 1' x 14 CA mv. AT 1T O.C. IN DOOR WHO. m. TRACK Fw-_EHm 70 AT Ir OL. ABDh opDR olxN. TRACK PUTEB W/ (2) Y GOHNEmED ro COFB. Nxu t/1-]oxp/B' TRUSS No. W/ (S) e,Of NNI AT FILH WE BLOTTm M.S. &LOCK NM Rh4951 IRAIX�__ un fla/CK NN`Y C O P B FI AITFRNATE TRCK INSTALLATION PRODUCT REVISER `'prY'vc-aOr-'• p' = g .. c.mplYIn IN Ep. FI.TIe. . _ _, e BMm LBuIldingoeeN---.-__ - 1• N6 onIre L Z No". G N04JE.. 22-0721.01 f2 * 4 _ 6 E.RIn11.P 0.te10104T2026 JUL 14 1o1P ETA • EIBWIBB n0. BB .H. vmeYGe n CC 01-05 :R.... I O O PUIFL . (.024) srtE1 wN oN WWSNER /e N 3Ja• sus -O ]/e FROM [NOS O.C. W%. (4)/8 N 3/4'4 �O 1-3/e' i Mo ANo 8-1/2' O.C. MA%. _.178 % A82 nUP .w". SKEET PRODUCT REVISED BUIIGm jV wlN t Morlds IIq Cali No"- 2"721.01 Eaplratlan Date1010412028 1 .052 om BY E Mlam a a rP vc 0Mro (e) /8 X 3/4• WS e 1-3/8' Ftmu Enos INo 8-f/1' D.0 IIVt O 3%8' PAENDS U.0 HOLON 1-1'T /2' AND I /e X 3/4' SNS �e 3/e PROM Ellm MD a' 0.G 2WL 7/16' OR. WASHER DXR PANEL 24 GA (.024) A IO1. M MEL M (.024) STEEL MIN. s PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PACE .2W �Y C g � zS NyJ 1.aes � 1.a2s 1.1N � F--as 1 �JEMO- y i�4 C np A��TMryQCta W MEO RIGIDPVC ONE PIECE IN <D°-e � INCIDF EVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS OWINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION C .lib 8 .082 DEEP WK EXTERIOR Jut 14 2021 !*1i27�� �18 11 � ll:Il i URIC 3R30 b0O A i ®® ®® 91 0" q0° &CHPLE NAM1/4MBLiS I NS a ,II C O------ - Sf. SitFl fL00D VFM —^ � � 8 � CmC ItlDELWIW 624 W u n L3 s_ . ROOD VENT 18. m R.D. E 1 * O b� o 3: �q INSIDE ELEVATION FRAISED PANEL EMBOSSED DOOR WITH OPTIONAL FLOOD VENT m FLOOD VENT CAN BE IN ANY LOCATION IN BOTTOM SECTION i GARAGE DOOR WITH FLOOD VENT NO RATED FOR LANE MISSILE IMPACT. OW,ILATION OF THIS DOOR IN THE HVHZ MEA REQUIRES THE g� —� USE OF APPROVED EXTERNAL PROTECTION DEVICES COMPLYING WITH HMZ REQUIREMENTS. INSTAWTION OF THIS DOOR OUTSIDE THE HVHZ AREA SHAIA MEET y O THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION - Sp E 00R P MDRPoBFXF 34 4 (.M I.OTA) SIE¢ WN. ° PRODUCT REVISED III I III Bu°omPlvinR vR tNo FloNaa ``1% F.�q A liding n 1✓ NOA,H 22-072T.0'I �P:'�1cPN0w'':;Q� T h g B,I,aUon Q°ee10104T2026' + ° JUL 14 1011 FT OOD VENT DETAIL �? PERATION � ` 01-05 AUTOMATIC NON —POWERED ACTIVATION k 0 ���IAL I MTV Miami Shores Village building Depa rr ARV ESTIMATE Zoning Dept. Date Subject to compliance with all Feder ® � Building Dept. Date CLIENT: MYRTHA State and County rules and regulati0 H O M E Permit# l - 2 - 2-4t,9 CONSTRUCTION CORP ADDRESS: 374 NE 104 ST, MIAMI SHORES, FL, 33183 NEON9/20/2022 NONECERTIFIED GENERAL CONTRACTOR CGC 1523503 ITEM#1 QTY DESCRIPTION OFITEMS ;. - AMOUNT TOTAL A 1 18- X 7' GARAGE DOOR IN BRONZE/BROWN RAISED PANEL COLOR. $ 1,800.00 $ 1,800-00 INSTALLATION INCLUDED NOA FROM MIAMI DADE COUNTY MIAMI DADE COUNTY APPROVED IMPACT RESISTANT C -IPERMIT PROCESSING FEE. ( THE PERMIT COST IS NOT INCLUDED. PERMIT COST WILL BE PAID BY OWNER TO CITY/COUNTY/MUNICIPALITY ) $ 150.00 $ 150.00 G 1 DELIVERY FEE FREE OF CHARGE FLORIDA HOMEOWNERS CONSTRUCTION "RECOVERY FUND' PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND LOSE ANY MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPEC VIOLATIONS OF FLORIDA LAW BYA LICENCED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILLING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Tel (850) 487-1395 AddreSS: 194U North Monroe Street, Tallahassee, FL.32399-07b3 T.c.,,.......✓i..... �.. a;.:dr rd✓. r'^s^W Few...:..;�s^...«.,my.A,..,iG.n..,l 9rt.c.,....smr..r ,.«rra......m•�..,.+Mr„r c.,,^.^,,,.,..rrr r.ri. ESTIMATE SUBTOTAL $ 1,950.00 9/20/2022 ^e �..ay^ • -- 50%at Order $ 975.00 19710 SW 107 Ave, 915 MIAMLFL. 33157 (786) 29941291E-maid AJOARVIHOMFS.COM rlease Make all checks payable to: AM Homes Consbnction Corp. 50% at Final $ 875.00 ent I, S. ENTERED SEP 3 0 2022 BY•_ MI®DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION -11805 SW 26 StreetrRom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DAB Door Company, Inc. 12195 NW 98t" Avenue Hialeah Gardens, FL 33018 .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 PER -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 A14J (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. PER 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9ft.-4in. Wide w/ Window Lite Option (DP +50.0, —60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 with last revision M dated 07/30/2020, prepared by AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Renewal 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 filed 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 mmnber 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 renews NOA # 20-0901.19 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. q ne DOA -No. Expiration Date: Augustust 9, 2022022 Approval Date: August 5, 2021 Page I DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 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 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E - 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO- Cl Poly isocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G 155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09127/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 50' edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21 /2016, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E-2 DAB Door Company. Inc. - NOTICE, OF- ACCEPTANCE: EVIDENCE SUB . - 2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 17-1018.13 A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11129/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and FBC 2017 (01 Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA # 16-0330.02, expiring 08/09/21. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E-3 DAB Door Company, Inc. NOTICE ORACCEFTANCE: , EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 with last revision M dated 07/30/2020, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, dated 08/13/2020, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Testing contract letter issued by Hurricane Engineering & Testing Inc., dated 06/15/2021 and signed by Syed Waqar Ali, Ph.D. 2. Letter of conformance to FBC 2020 (71 Edition) and FBC 2017 (6'h Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. 0- Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E-4 7-1/2- X 3- X .071' GAILY. STEEL r END ROLLER HINGE _ W/ (8) 014 X 5/8- sms —.- WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) t 1 ©© t va F, , 7 11 1 o , 1t to 7-1/2- X 2-1/4- X .071' GALV. STEEL CENTER HINGE W/ (4) 114 X 5/8- SMS ` WITH DELRON SLEEVE (OPTIONAL) B LOCK - 2/ DOOR I PRODUCT RENEWED as aomplying with the Florida Building Coda • i THK. NoA-No. 21-0312.04 t 1' W X .15' LATCH Expiration Data 08/09/2022 STANDARD LOCK SPRING O LT 1114 By A(1 XDE FASTENEDW/ (4) 1/ZSOS SIDES) Mlarltl-Dodo Product Control `t - - 5/8' MIN. LOCK ENGAGEMENT `� CONFORMS TO SECTION 100E REGARDING GARAGE DOORS CONSISTS .158 Da. GALV. AIRCRAFT TYPE CABLE h NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR ', I j /e 6'X3'X0.1" STEEL PLATE �` l J ® > > 1 ra WITH (2) 14 X 5/8_SMS i BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7-7/8' X 3-1/8' X .010' —STEEL PLATE ENTER STILE Pift WITH (4) / 14 X 3/4- SOS OUTSIDE HANDLE -END STILE ° LOCK BAR GUIDES INSTALLED ON END STILE • VAIN (4) #14 X 5/8- SMS Q 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR QLITSIDE KEYED LOCK (OPTIONALI LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE TOP FIXTURE 5-1/2- X 2-3/4- X 0.1- STEEL PLATE WITH ONE 5/16-18 MS W/ NUT `"FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) 114 X 3/4' SELF DRILLING SCREWS TO BE INSTALLED AT CENTER STILE / 1 CENTER STILE , .r -r A �I N m tl _ ►I c� W SAJ bl o �aax ! ram^ f OPTIONAL VENT L -- A (3) 5' WIDE AT 7' O.C. MAX. OPENING AREA NOT TO EXCEED COLONIAL DESIGN 120 SO. IN. MAX. DOOR WIDTH OPTIONAL FLUSH FAC WOOD GRAIN DESC14 y -4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR d14 X 3/4- SELF DRILLING SCREWS MAY BE USED IN LIEU OF 014 X 5/8- SMS GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DAB DOORS INC. Hurricane Moster'R+ Model 824/81 1 Mox. Site 9'-4' X 16'-0' High With Window Lite Option DESIGN PRESSURE RATING a + 50.0 PSF - 60.0 PSF DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE. TAS-202, TAS-201 dr TAS-203 FOR HVHZ MO ASTM E1B86-05/ASTY E1995-09. I 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT MATERIAL SHALL BE BEYOND WALL DRESSING CR STUCCO. 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PRODUCT REVISED a coasplyt�g with the Florida 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE BaET,1 Code NOA-Ito. 20-0901.19 \ \�\ „ F� REOUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS.��looDoto 09IC912021 JG��R�'••, 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION By No 81223 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY Rlam Product Raon - OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR mnv 1 T -01 = WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. A :/ 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. sY , O ti h P Lg v=� 010g i 04trz LL Qbafd drawing no. 01-09 i .024' STL. PANEL OUTSIDE OF D00 STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16' X 1-5/8' LAG SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE (FULLY THREADED) POSITIONED AT EYE LEVEL ONE PER BRACKET _ OPTIONAL STOP MOULDING FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER TO MASONRY SEE NOTE ON SHEET 4 I PRODUCT RENEWED as complying with tho Florida Butlding Coda NOA-No. 21-0312.04 Expiration Data08/09/2022 By AO-- Miaml-Dado Product Control 114 X 5/8- SMS 3/4' X 2' X 2-1/2' X 18 GA STEEL \ 1 6 PER HINGE END STILE. CONNECT TO PANELS WITH _ !/ 1/2' X 1-3/4' X .059' FORMED STEEL FLAPS AND 3/16" ALUM RIVETS SOUTHERN PINE , GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 0.55 S.G. " EDG DIST.' END S71LE wITH 3/16' POP RVETS O 12' O.C. • o a 1--7+/8ER' X 2-5/8' X .045" STEEL CESTILE, OWED TO PANEL W/ (4) 3/16- RIVETS FUP kib'GIs I' 1 1 1/2" MIN. i r 4/4HX 5 8' S.M.S. 1-3/16' 1.9' X 2.19" X 3.3' X .102' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING / VIC PUSHNUT INSTALLED ON ROLLER SHAFT STEEL TRACK 14 CA. X 2-1/8- X 1' (STANDARD) 12 GA X 3-5/16' X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. h LOCK NUT 24 CA. STEEL PANEL 3/16' ALUM RIVETS - 1 0 W p O FLAPS BENT OVER PANEL { g� 0 L' 1 a 1/2' PUNCHED HOLES 0 4' O.C. ci a cc H 00 1 r Q�• Z� �1 g o Ila z » call T-END TILE � w ANCHORS AT TRACK BRACKET: p c o A) �3/8' DIA POWER -BOLT RV 'OEWALT 2' MIN. EMBED INTO CONCRETE Lai P r MIN . N. EDGE DISTANCE c a g)g• DK H- tt CReC AY ' t TI' 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 ar E C C b O O1 0 N 0 '0 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 4' MIN. EDGE DISTANCE INTO FILLED BLACK O 5 '- 3 N Sz CONCRETE f c - 3000 PSI MIN N .. u1 0 EDGE DISTANCE C-90 GROUT FILLED BLOCK I'm - 2000 PSI MH, m o IGNs � +j1- 3/16j+- e' nrf TTTTI b " i LANCHOR TYPE A OR B (1) PER BRACKET SCE SHEET 3 FOR BRACKET SPACING n U I U - 1/4-20 SS BOLT & NUT Hie 7-1/2" x .071" cALv. STEEL +jPRODUCT REVISEDCENTER HINGE 7-1/2- X 3" X .071' as comp)inwith tho PlorldaY a END ROLLER HINGE Building Cods SECTION B—B NOA-No. 204901.18 Expiration Data OW09f2021 ��� �'• •• • �4 4 INTERIOR SIDE 1.82' DIA. X .50' STEEL ROLLERS (STD.) By s r 1.82' DIA, X .50' NYLON ROLLERS (OPTIONAL)) Mlam s o Product Control 0122 2.75' DIA. X .50' STEEL ROLLERS (OPTIONAL) _ ;• = >; B 2.75' DIA X .50" NYLON ROLLERS (OPTIONAL) = S WITH 5' STEM II11 t �l Nov 1 / STA �j� drawing no. 01-0911 2- N IQ o = m POP RNETS 5/16" X 1-5/8' LAG SCREWS INTO WOOD CR 2-3/4' X 5-1/2' X 3' X .104' 5/16- SLEEVE ANCHORS STEEL WITH 1-1/4- EMBED INTO MASONRY /GALV. TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET FASTENED W/ (6) j 14 X 5/8- S.M.S. _ _ 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4' X 13 CA STEEL PLATES W/ 5/15-18 X 3/4' HEX HEAD WELDED TO 1-1/2' X 1-1/2' X 14 GA. ANGLE M. SCREWS & NUTS. FASTENED TO TRACK TOP BRACKET WITH (4) 1/4-20 SS. SOLT B NUTS (STANWO) - -�\ TOP BRACKET (OPTIONAL) \ LOW HEADROOM DOOR CEI+IENT HORIZONTAL REINFORCEMENT 1/2" x 1-3/4' 059' FORMED STEEL . 2' X 5-1/2" X .104' GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) / 14 X 5/8' S.M.S. (2) 3/16- POP WETS TOP LLER BRACKET FOR RO LOW HEADROOM DOOR OPTION HORIZONTAL RONFORCEMEN7 1/2- X 1-3/4- X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS -5/16- MEETING RID 1.82' DIA. X .50' ROLLERS j "-W/ .44 DIA X 4-1/4' STEM OPTIONAL INSULATIONS: ISO-25 POLY-ISOCYANURATE DENSITY - 2.0 PCF H.O.A. 017-1207.04 OR DENSITY - 1.03 PCF N.O.A. 015-1203.04 OR gT •mac i r u DENSITY - 0.92 PCF N.O.A. / 19-0129.06 1 ♦ GA. GAIN. STEEL ROLLER HINGES FASTENED W/ (4) S14 X 5/8' SKIS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PANTED TOP COAT APPLIED TO 807H SIDES OF STEEL 12 CA CALV. STEEL BOTTOM BRACKET FASTENED W/ (4) j 14 X 5/8- SMS BOTTOM SEAL OPTIONS SEE SHEET 4 go al HORIZ. TRACK SUPPORT. CENTER SUPPORT REOD. ON DOORS EXAEEDING 8 FT. IN HEIGHT- -: 11 A _, u II A—J TRACK LENGTH a OPENING_ HEIGHT PLUS 12' r 14 GA. GALV. STEEL TRACK i/ 2 X 2 X 1/8- HORIZ. ANGLE SPOT WELDED TO HMZ. TRACK RACKET [ 1 tr< V WITH TWO WELDS AT 1-1/2- APART 1� FIRST AT 3' O C REST AT 9' O.0 CONNECTED TO FLAG BRACKET ANGLE Z ro W/ 3/8-18 X 3/4' BOLT A HUT AND TO SPRING SHAFT GUIDE WITH Q h a 1/4-20 X 5/8- BOLT & NUT (2) it g i pg0 VERTICAL TRACK fat a V a n 2-1/8- X I- X .030' SECTION A —A a j CUM" C)#INh� zz p PLACEMENTS 84 BS B8 B7 88 - QWQI� DOOR SECTION HEIGHTS B HEIGHT I IST 6'-0' 18" 2N0 18" 3RD 18- 4TH 18' 5TH N A B1 1' TO 2' 82 11-3/4' 63 23' 34 45 56 67 6'-6' 121' 18' 18" 21' N/A 1" TO 2" 11-3/4' 23' 34- 45- 56- 67" - 7'-0' 21' 21' 21' 21' N/A 1' TO 2' 11-3/4' 23- 34' 45" 56' 57" - 7'-6' '18' 18" 18" 18' 18" 1" TO 2' 11-3/4' 23' 34' 45' S6' 67- 78-1/4' 8'-0- 21- 18' 18" 18' 21' 1" TO 2" 11-3/4' 23' 34' 45- 66" 67 78-1/4' '-5ECT10N5 ARE NUMULHLU 51AKIINLi Al ►HL UVIIUM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10' O.C. 1.9' X 2.19' X 3 3' X .090' STEEL TRACK BRACKETS 2-3/16 HIGH CONNECTED TO TRACK WITH (l) 1/4- BOLTS h NUTS. PRODUCT RENEWED as complyylng with the Florida Building Codo NOA-No. 21-0312.04 Expiration oatoOSIO912022 By '.-. Miami -Dade Product Control STANDARD LIFT LOIN HEADROQM DOUBLE TRACK PRODUCT REVISED as comp iyMg with the Florida Building Codo NOA-No. 20-0901.19 Expiratlo Date 0810912021 NOV 1 7 20 By Miam a o Prouct ontro I ~ ob I ape O O 000 7i c C o C2 C j N1 CL a u 0 c V V '� O 0o ar V Z N W ma004) �L � ON= F41- c k - s e� 1 No. 23 s ' STA O drawing no. 0 g1 -09 W 2 1-1/2' MIN. E DIST. 28Y WOOD �\ 3 4' / JIDGI ppQggpQt7 �NS 1/4' OML LAG SCREWS 2BY AT 6' FROM ENDS WOOO Rluy AND 19' O.C. MAX. %' " I 1 1/4' OIA. LAC SCREWS AT 6' FROM ENDS AND 19' O.C. MAX. OPTION 'A' �� OPTION 'B\,\=// WOOQ BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/OESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. /B x 1- SELF DRILLING SCREWS OR 3/16' 'RIVE%' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48' O.C. REINFORCEMENI 1 /2' X 1-3/4' x .058' FORMED STEEL W'STRIP ADAPTOR ALUMINUM , .050 2� T 4 1.750 5/16' X 1-5/8' STEEL STRUCTURE BY OTHERS LAG SCREWS AT 12" O.C./ MUST SUPPORT THE LOADS IMPOSED / BY DOOR SYSTEM / \ WOOD BUCK CONNECTION TO MASONRY �� .� 5/ 16' DIA. DOLTS \ WITH WASHER Ac NUT �, CAT 12" D.G. MAX.. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SMALL BE ANCHORED TO 4 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WRIT I 1 1/4' ULTRACON+ BY 'OEWALT' WITH SPACING OF 16' O.C. INTO GROUT FILLED BLOCK WALL. WITH 2-1/4' MIN, EMBED 16' O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4' MN. EMBED 2-1/2' MIN. EDGE DISTANCE 11-1/2' I 171/2 1/4- TAPPER BY 'DEWALT' WITH SPACING OF 14' O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2' MIN. EMBED 16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 1/16- X 2-1/2 3' MIN. EDGE DISTANCE FILLET WELDS 3/8" CONFLEX 13Y 'ELCO' OR AT 12' O.C. MAX. 3/8' LOT BY 'ITW WITH; SPACING OF 24' O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2' MIN. EMBED 2' MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK 3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF --- --- 8' O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/4- MIN. EMDEO. 4' MN. EDGE DIST. 1C8' O.. INTO 3000 PSI CONCRETE. WITH 1-1/4' MIN. EMBED AND 2-1/2' MIN. EDGE DISTANCE PREPARAMON OF .IAMBS BY OTHERS PRODUCT RENEWED FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as compWing with the Florida Building *do ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NOA-No. 21-0312.04 BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Expiration Dato0810912022 RECORD. DOOR INSTALLATION MAY BE REVIEWED AnD APPROVED BY OFFICIAL UPON INSPECTION. BUILDING B 7"— MAxIMUM EXTERIOR(♦) LOAD PER JAMB - (9.33' x 50 PSF)/2 - 233.3 L6s per Ft. Mian1 -Dodo Product Control MAXtUUM INTERIOR(-) LOAD PER JAMB - (9.33' % 60 PSF)/2 - 279.9 Lbs per FI. REINFORCEMENT FORMED STEEL • X .058' je X I - SELF DRU NG SCREWS OR f 3/16' 'RNEX' STEEL R{1 M MULTIGRIP W/ DOME WAD AT 48' O.C. AMR 'STRIPPING jT_-4.0407346 1.79D 1 -7 — ANCHOR SPACING ANCHORS STRUCTURE I EMBED I SPACING EDGE DIST. 3/8" HLC SLEEVE Sr HILTI CONC. 1-1 4 B' 3/8' HLC SLEEVE BY HILTI nUED BLOCK 1-1 4 B.4- 3/8- DYHABOLT BY CONC. 1-1/2- 8' 2- 3/8- DYNtBOLT BY 'ITW FILLED BLOCK 1-1 2 ­ 33 8 POWER -BOLT BY DEWALT CONC. 1-7 8 3 8 SLEEVE -ALL BY SIMPSONS CONC. 1-1 2 8" CONCRETE i'c - 3000 PSI WN. C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. 1. �0 1-1/4* x 2-1/2' X 14 CA I c CONT. STEEL ANGLE 1� 1/2" 12 GA. GALV. STEEL 2-1/8' X 1" x 14 GA FLAT BRACKETS 33' LONG WV, ` oil $ STEEL TRACK AT 12' O.C. IN DOOR OPNC. FASTENED TO TRACK PLATES 0 AT 18' O.C. ABOVE DOOR OPNG. W/ (2) 1/4-2OX5/6' TRUSS HQ. CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE TRACK o c S N r1 TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION FAL PRODUCT REVISED ��'�' �'•. �: s as cornpwlag with the Florida 1 Building Cod0 _ 140 NDA-No. 2o-�O,.,s mov 17 2m Expiration Date 0810912021 •� droning no. By Alum Da o ProducMantro �,�' ION 'A 01 —O9 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16- DIA. WASHM XZW j6 X 3/4- SMS (A 1 `II 1 1 1 t 1 1� I 0 3/8- TROM ENDS AND 7' O.C. MAX. 1 oil 1 (4) is X 3/4- SMS _ ` \- O 1-3/8* FROM ENDS 11 i i i AND 6--1/2' D.C. MAX. r col � L 11; I Illl 175 X .062 DEEP l,l I 1 Illl GROOVE , Ill, 1111 l l,l 1/4' 'TUFFAK' POLYCAR13ONATE SHEET I 1 BY 'PLASKOLITE• Ills NOA /18-0918.06 Ill � o a 1101 W o ! II'1 loll ollf I I till I, I, ,Ill 175 X .062 DEEP ,Ill GROOVE III r— � 1 I \1 (4) IS X 3/4- SMS 1-3/8' FROM ENDS I AND 6-1/2- O.C. MAX. 1 �I I /8 X 3/4• SMS �0 3/8- FROM ENDS AND 7' O.C. MAX. \ `7/16' D1A. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 3/4' MAX. WOW. WIDTH x 18 1 /8' _ , O MAX. o D.L.O. i. i• PRODUCT RENEWED as Camps ngg with the Florida L Lill] BulldIng rode, NOA-No. 21.0312.04 .. Expiration pate, 08109/2022 S. By Miami -Dade Product Control _= 500 r--t-.250u- I ro 1.725 F Z 1.765 ! 1.144 �O O UA0�O,P 11 176 �1—CY WO a * EXTERIOR FRAME * INTERIOR FRAME RIGIO PVC ONE PIECE INJECTION Q Q 1 RIGID PVC ONE PIECE INJECTION .12 Bel El - IILI1Lj I— i! t; 1. 1 G j INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS �— WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION p8 X 3/4- SMS C 0 3/8- FROM ENDS 175 X .062 DEEP AGROOVE PRODUCT REVISED AND +-T/2' D.C.o.c. MAX.pax. as complZinp with the Florida Building Code J NOA-No. 20-0901.19 E:pIratlo Date, 081'09/2021 �- _.-----' a iL Miam a o Product Control DOOR PANEL EXTERIOR 24 GA. (.024) STEEL MIN. 15/16' MIN. O.L. OPC. GLAZING DITE NINOGiV WIDTH tr W !Y � O � o C 0§ n aQ � E 0 C R. C 11 F O3�n z W is to p c Feqq''�:. � No. � 2 • : Lt u a � as y: drawing no. �% s.._ •�c�.. 01-09 Ron DeSantis, Governor Florida iolor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Melanie S. Griffin, Secretary CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES JOMARRON, ARMANDO ANTONIO ARVI HOMES CONSTRUCTION CORP. 18710 SW 107 AVE #15 CUTLER BAY FL 33157 LICENSE NUMBER: CGC1523503 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A DILL -DO NOT PAY 6736038 BUSINESS NAME7LOCATION ARVI HOMES CONSTRUCTION CORP 18710 SW 107TH AVE # 15A CUTLER BAY, FL 33157-6742 OWNER ARVI HOMES CONSTRUCTION CORP C/O ARMANDO A JOMARRON 011A) IFIFR Worker(s) 1 RECEIPT NO. RENEWAL 7009582 FLx�ii"1S3I3-itFY1:[�1 EXPIRES SEPTEMBER 30, 2023 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 St 10 PAYMENT RECEIVED 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 08/05/2022 CGC1523503 INT-22-383192 This Local Business Tax Receipt only confirms payment of the Local BusinessTax. The Receipt is not a license. permit, ar a certification of the holdees qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec ea-276. H©MM For more information, visit www.miamidade.amr/unu allector 10 ACORV CERTIFICATE OF LIABILITY INSURANCE �0� DATE(MMIDQIYYYI) 1 9122/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: the certificate holder is an ADDITIOWL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Business Express Insurance Agency 225 E Dania Beach Blvd Suite 120 Dania Beach FL 33004 NAME: Certificate Department FAX A!O No Ext : 800-677-2905 (AIC, No): 954.697-4570 ADDRESS: certs@beiagency.com tNSURER(S) AFFORDING COVERAGE NAtc A INSURER A: Crum & Forster Specialty Insurance Company 44520 INSURED ARVI Homes Construction Corp 18710 SW 107 Ave #15 MIAMI FL 33157 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMiDDIYYYY) (MMIDDIYYYY) LIM11TS A �( COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FRI OCCUR Y Y BAK-90649-1 1/20/2022 1/20/2023 EACH OCCURRENCE $ 1,000,0W PREMISES (Ea occurrence) $ 100.000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY f 7jECT F1 LOC OTHER: GENERAL AGGREGATE $ 2,000,000 X PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS Ea accident)$ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAME (Per accident) $ _ $ UMBRELLA L.IAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEC) I RETENTION $ $ WORKERS COMPENSATION ANDD EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTNE YINN OFFICEWMEMBER EXCLUDED? (Mandatory in NH) ff es, describe under DESCRIPTION OF OPERATIONS below ! A STATUTE Rlti- E.L.EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT I $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Pamarks Schedule. may be attached if more space is required) CONTRACTOR LICENSE NUMBER (CGC 1523503) See policy for terms, conditions, and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MlAMI SHORES VILLAGE BLDG. DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138-2304 f. 24L� 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD ACOROCERTIFICATE OF LIABILITY INSURANCE �� DATE(M21rorz2022 Y) o9/z® THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy()es) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER The Risk Management Group, Inc 7300 N Kendall Dr #202 Miami FL 33156 CONTANAME: Aimee Alfonso- Benitez PHONE (786) 581-5550 FAX No: (786) 551-0156 ADDRESLS: coi@trmg.net INSURER(S) AFFORDING COVERAGE NAIC A INSURERA: Ascendant Commercial Insurance 13683 INSURED Arvi Homes Construction Corp. 18710 SW 107th Ave UNIT 15 Cutler Bay FL 33157 INSURER B : State National Ins. Co. INSURER C : INSURER D : INSURER E : INSURER F - Inv=0AnVQ CERTIFICATE NUMBER- CL2292219615 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEADULSUB INSD WVD POLICY NUMBER POLICY EFF MMIDD POLICY EXP MID LIMITS COMMERCIAL GENERAL LIABIIM CLAIMS-MADE OCCUR EACH OCCURRENCE $ DAMAGE TO RMTrE15- PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL 3 ADV INJURY $ GEWLAGGREGATE LIMIT APPLIES PER: POLICY JCRCT LOC OTHER: GENERAL AGGREGATE $ PRODUCTS-COMP/OPAGG $ $ A AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY CA-53301-2 09/05/2022 09/05/2023 SINGLE LIMIT Ea accident (Ea S 300,000 BODILY INJURY (Per person) b BODILY INJURY (Per accident) S PROPERTY DAMAGE $ PIP -Basic $ 10.000 UMBRELLA LIAR EXCESS UAB CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DEQ I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS below N r A NXTT4DWQW9-00-WC 04/18/2022 04/18/2029 PER I I ER - E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached N more space Is required) License Number CGC 1523503 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg. Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 I Fraawkl Aco� V 18tftF/.U15 AGVKU 1;VKYVKAI IU1N. All ngnts reservea. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD