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WS-12-1929Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180950 Permit Number: WS -10 -12 -1929 Scheduled Inspection Date: January 29, 2013 Inspector: Bruhn, Norman Owner: SMITH, JOHNNIE Job Address: 9126 NE 1 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: JB GARAGE DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060130010 Phone: (305)751 -3642 Building Department Comments INSTALLATION OF TWO GARAGE DOORS Infractio Passed Comments INSPECTOR COMMENTS False Passec�,14.),9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 180010. Work exceeds permit opening altered. Provide permit and plans signed and sealed by a licensed architect or engineer. NB January 28, 2013 For Inspections please call: (305)762 -4949 Page 5 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Faze (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION IBC 2010 Permit Type: MECHANICAL TEVERV2iii OCT 1 5 aii2 BYe ®e_om�v__s' Permit No. W J I2 yi2c) Master Permit No. Phone* OWNER: Name (Fee Simple �Titleho lder): Address: 2-l� City: Al (,(l1 m c" Shore., Tenaut/Lessee Name: State: zip: 3 3 I 3 Phone#; Email: JOB ADDRESS: 1 i (1 Aj E 1 11-VQ' City: Miami Shores County: Miami Dade Folio/Parcel#: ' © '"O[3 —00 16 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 6 CU 4 OOC'(3 Address: Il q5- A) GO °/ Y .' (d■ State: R Qty: Qualifier Name: n*-6 5f', /S�t�atte♦�C�}ertificahn. „ Registration y{.0: �7�.,,.,�,.� Contact 1;f31,■- ■ 3 12 1�(1 t Email Address: Phone#: DESIGNER Architect/Engineer: Value of Work for this Permit: $ & 2 . Square/Linear Footage of Work Type of Work: °Address 40 DAlterattion ONew DRepair/Replace ODemolition Description of Work: K ep tCL CC. Z- to artio e, 000 r Tap: 3. /' Phone#: Certificate of Competency 0: 0660/06 2- -JoePISCoarao e &ors BConn Phone*: Submittal Fee $ Permit Fee $ )2(9 CCF $ CO/CC $ Sc>nming Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TraininglEdacarlon Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Qty State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WFd IS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 errveding $25 00, 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 =j must be posted at the job site for the first inspection which occurs en (7) days after the building permit is issued he. absence of such posted notice, the inspection will npf be approved and a ; ,; •ction fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me ibis i A day of ' 0 , 20 12 , by who is personally known to me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this', day of An , 2O L, by who is personally known to me or who has produced as identification and who did take an oath. APPROVED BY Structural Review (Revised 07/10107)(Revised t611WV 9)(Revised 3113)09) Zoning Clerk CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000018962 J B GARAGE DOORS INC D.B.A.: B RGER JOSEPH CHARLES Is certified under the provisions of Chapter 10 of Miami -Dade County 263083 -9 BUSINESS NAME / LOCATION J B GARAGE DOORS INC 12195 NW 98 AVE 33018 HIALEAH GARDENS OWNER J B GARAGE DOORS INC Sec. Type of Business ris IS ,�Ati (RECYCLING /PROCESSING Does 3113INESS TAX RECEIPT. Ir MOtzen TO ANY METEOR REGULATORY OR ZONES LANE OF THE COUNTY OR crow NOR 00E11 TT EXEMPT No m OTHER Nor MOLDER'i 7 oe OP QUALIFICA- TIONS. Tf-€13 [S tA!0T A S"LL -- 00 € OT FrA?' PAYMENT RECEIVED P& MI.DADE COUNTY TAX COLLECTOR: 09010335001 000108.00 SEE OTHER SIMF FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT N0.23 RENEWAL RECEIPT NO. 275909 -1 EMPLOYEE /S 24 DO NOT FORWARD J B GARAGE DOORS INC JOE BERGER 12195 NW 98 AVE HIALEAH GARDENS FL 33018 It, nit,Iltli, tat t, ilittltt ,itlltltl,ll, 'is till, it:, k ig1.1 OP ID: JO , N.,- CERTIFICATE OF LIABILITY INSURANCE ��� DATE 08 /29D/YYYY) 08/29/12 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(ies) 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 305 -238 -1000 Morris & Reynolds Inc. 14821 South Dixie Highway 305- 255 -9643 Miami, FL 33176 Maria E. de la Huerta, CIC CONTACT NAME: PHONE FAX INC No Ext): (A/C, No): E -MAIL ADDRESS: PRODUCER J BGARAG CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED J B Garage Doors, Inc. dba J B Garage Door Co., Inc. 12195 Northwest 98 Avenue Hialeah Gardens, FL 33018 INSURERA: National Trust Insurance Co. 20141 INSURER B : GL00140621 INSURER C 09/01/13 INSURER D : $ 1,000,000 INSURER E : DAMAGE TO RENTED PREMISES (Ea occurrence) 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. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR W VD POLICY NUMBER POLICY EFF JMM /DD/YYYYL(MM POLICY EXP /DD/YYYY)_ LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR X GL00140621 09/01/12 09/01/13 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) 10O 000 $ , CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT POLICY X JECT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 LOC Emp Ben. $ 1,000,000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA00216621 09/01/12 09/01/13 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X $ $ A X UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE UMB00147721 09/01/12 09/01/13 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DEDUCTIBLE RETENTION $ 10,000 $ X $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule if more space is required) Certificate Holder is listed as Additiona Insured on the General Liability Insurance when required by written contract for operations being performed by the insured. HOLDER CANCELLATION CITYMSH City of Miami Shores Building & Zoning Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE /) '/I--- 7)/(---- ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 1 Date 1/3/2012 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance yp Policy Y Number Policy Effective Date (MM /DD/YY) Policy Expiration Date (MM /DD/YY) Limits GENERAL LIABILITY Commercial General Liability Claims Made J3 Occur Each Occurrence $ Damage to rented premises (EA occurrence) $ Med Exp $ ■.. Personal Adv Injury $ General aggregate limit applies per: 3 Policy ❑ Project ❑ LOC General Aggregate $ Products - Comp /Op Agg $ AUTOMOBILE ■. LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Combined Single Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage (Per Accident) $ m.... EXCESS /UMBRELLA LIABILITY IOccur ❑ Claims Made Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor /partner /executive officer /member excluded? If Yes, describe under special provisions below. WC 71949 01/01/2012 01/01/2013 X I WC Statu -' tory Limits 1 OTH- ER E.L. Each Accident $1.000,000 E.L. Disease - Ea Employee 51,000,000 E.L. Disease - Policy Limits 51,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations /LocationsNehicles /Exclusions added by Endorsement /Special Provisions: Client ID: 84 -65 -428 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company ": J.B. Garage Doors, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: ISSUE 09 -06 -11 (CF) Be in Date:8 25 2011 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES BUILDING & ZONING DEPT. 10050 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 0 09/28/2012 09:35 3053629272 THE HURRICANE MASTER PAGE 01/01 [SY: ooeoe ALFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABUS FOR COMPONENTS &CLADDING WIND STANDARD: ASCE 7 -10. FBC 2010 EDITION GARAGE DOORS ONLY County : Miami Dade Figure 1: Wind Speed: 175 MPH Risk Category : I1 Exposure Category : C 1. Client ,T6 `-"'' A e 2.c 2. Project Name: 0© (0 5' A.i 1 1 3. Project Address: 9/0? e(//-" /A411E- /f.144if ftOAFf FG. crrxn I STATE 4. Building Height: (C+( (See Figure 1 above) (Residential Projects Only) a_ Days i 4 /�to 1-8/2�`l� MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. MEAN ROOF ' HT. ( FOR BUDDING W1TH ROOF SLOPE. 10 DEGREE DOOR WIDTH FOR 81JLIDING WITH ROOF SLOPE -410 DEGREE DOOR WIDTH RFT. MASTEM 9FT. 12 PSF(' FT. iraTIMMENEE=511 16 FT. 18 TT. 8FT. pFT. 12 Fr. 16 FT. 18F".1'. PSF 4 SF - PSF + PSF(- PSF + PSP • -y_8F *) PSP(- PSt + PSF PSF(•i) PSFt 1 15 16 glum 38.• . 37,5 38,0 48.5 ''.1 36.0 36.4 45.5 46.1 34.5 34,9 42.5 43,0 33.9 34,3 41.3 41,8 34,9 353 45.4 45.9 46.5 47.0 34.4 34,8 35.2 44.3 44,8 45.3 33.0 33.4 33.8 41.6 42.1 42.6 31.7 32.0 32.4 38.9 39.3 39.8 31.1 31.5 31.9 37.8 38.2 38,7 17 18 39.0 39.5 50,9 51.5 38.4 49,7 36.9 46.6 35.3 43,5 34.7 42.3 42.8 35.8 36.2 38.8 50.2 37.3 47.1 35.7 44,0 35.1 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47.7 36.1 44.5 35.5 43.2 36.6 47.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 20 21 40.4 40.8 52.7 .39.7 51.4 38.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 48.6 49.1 36.4 36.8 46.9 47.4 35.0 35.4 44.0 44.5 33.5 33.9 41.2 41.6 33.0 33.3 40.0 53.3 40.2 51.9 38.6 48.7 37.0 45.5 46.0 36.3 36.7 44.2 44.7 37.4 37.8 _ 22 23 41.3 53.8 40,6 52.5 39.0 49.3 37.4 37.2 47.9. 7 35.7 34.3 42.1 33.7 40.9 41.7 S4.4 41.0 53.1 39.4 49.8 37.8 46.S 37.1 45.2 38.2 38.6 39,0 �.. r.. 49.7 50.21 37.6 38.0 48.5 49.0 36.1 36.5 45.5 46.0 .- .......,. 34.7 35.0 35.4 N.w a.... 42.5 43.0 43.5 �..M•o. 34.1 34,4 34,8 41.3 41,8 42,2 ..,.+ w 24 42.2 55.0 41.5 53.7 39.8 50.3 38.2_ 47.0 37.5 45.7 46.2 ... -. ii 25 ._.. .._- 42.6 - _- ......_ 55.6 ..�_ 41.9 ......... 54,2 .....�.�. ...w 40.3 .. ... 50.9 .. -. 38,6 ... -w •.. 47,5 ...�... 37.9 .. .. w,.n 50.7 3_8.4_49t5...36.9....46.5 ..... -. Notes . - h = Lane height ,for roof slope < 10 degree. - Tahle above shows maximum design load for shown building height in end zone. For any other conditions / cones. design loads to be evaluated on project basis Disclaimer :- - This document is not valid %without the emho,c.ced.teal of on Engineer entplo)'ed by 41- Farooq Corporation - No portion rf this document may be used nr reproduced in any manner. (except, however. for that portion of ASCE 7 -10 set forth herein). JAVAI) AHMAD, P. E. FL 70592 EB CAN # 3538 1235 SW 87th Avenue 1 Miami, FL 33174 1': 305.264.8100 I .F: 305.262.6978 1 www.afceng.com 1 aIf rooq(1i.:;afceng.com 4 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th 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 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: 9'- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 produet 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 # 11- 0119.21 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade. ;ov /pera/ NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March I, 2012 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by AI- 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 # 09-012&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 # 03- 0210.04" Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 09- 0128.04" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 4/401-* �2 /1 rl os trera P. E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -1 DAB Door Comnanv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABJC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11129/2012. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05-0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM 0155 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. 6. 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. 7. 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 2010 FBC and no financial interest, issued by A1- Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.B. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -2 DOOR HEIGHT CONSISTS OF W -8" 2 SECTIONS 18" 2 SECTIONS 21" 8' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" 7' -3" 7' -6" 5 SECTIONS 18" 7' —a" 4 SECTIONS 18" t SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" 9' -3" 9' -6" 9,-9" 10' 8 SECTIONS 18" 5 SECTIONS 18" 1 SEGnsii 21" 4 SECTIONS 16 "`2 SECTIONS 21" 3 SECTIn1 i8" 3 SECTIONS 21" 4 SECTIONS 21" 5 SiEC,o.`S 21" 2 SECTIONS 98 1 SECTION 18" 10' -6" 6 SECTIONS 21" 10' -9" 6 SECTIONS 18" 1 SECTION 21" 11` 5 SECTIONS 18" 1 t' -3" 4 SECTIONS 18" 2_SECTIONS 21" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" 12' -8" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" 14' -3" 8 SECTIONS 18" 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS.18 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6" 1 SECTION 18" 8 SECTIONS 21" 15, -9" 9 SECTIONS 21" 16' 8 SECTIONS 18" 4 SECTIONS 21" 7 -1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE w/ (6) # 14 X 5/8" SMS 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 (8) #14 X 3/4" SELF DRILLING SCREWS OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE CENTER STILE .071" X 7 -1/2" GALV. STEEL WCENTER ) (4) X 1/2" SMS h. Y O $ la II- la g ij © , o 0 o.< g O 0,0312 a3� L ro # ) w 52 a CABLEI & NILCVO- PRESSSSLEEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6 "X 3 "X0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE HANDLE " W X .15" THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO IBC 1012 REGARDING GARAGE DOORS OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. -- COLONIAL DESIGN MAX. DOOR WIDTH BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE ELEVATION RAISED PANEL. EMBOSSED Miami Shores Village APPROVED BY DATE COR ZONING DEPT BLDG DEPT DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF - 60.0 PSF SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COL INTY RULES AND REGULATION 1m ? RODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCFIY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR•STUCCO. 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5, A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ertgr. / !{ AD 71 • PE 70592. i R C.A.N. 538 es osuiptying with REVISED lorida Ate" NG gild /6, f fir / Product moo! drawing no. 01--09 0 6 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.O. • STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING BY DOOR INSTALLER SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 •3/4" X .059" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 8E 12" O.C. 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 914 X 5/8" S.M.S. 4/ HINGE POP RIVETS EDGE DISTANCE —1 -3/16" !i 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKET'S SEE SHEET 3 FOR SPACING 24 GA. STEEL PANEL 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 6' 4" 0.C. END STILE ANCHORS; A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC SLEEVE BY 'HILTI' 1 --1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'+c = 3000 PSI MIN. C •90 GROUT FILLED BLOCK f m = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 2-1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-.20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2" X .050" GALV. STEEL CENTER HINGE SECTION B —@ INTERIOR SIDE 7 -1 /2" X 3" X .071 END ROLLER HINGE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4-1/4" STEM 1/4 -20 SS BOLT & NUT .�.� JAY- (1* CIVIL • FLA. 'PE • 70592 ' C.A.N. 3538 PRODUCT REVISED so cooptying toads Fiorito Bonding Cods AcorPtilme 1 O, "1611L6 r -I t COMM' 0 ; PW od rea O t aging 0 o tafiril 116 to g J (D 4 .. 0 t SECTIONAL GARAGE DOOR r-� E c B pop O .a s 0 9' 0 1 CD 0 9 0 U a W 1 0, 3 drawing no. 01 -09 (sheet 2 of 5 ) (sheet 3 of 5 ) PANEL HEIGHT YUr KIYtiJ 2 -3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 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" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 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 RIB SECTION A —A 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY so 1.05 PCF N.O.A. #m -11 n7,08 uK ISO-25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.O.A. ;rt.?? -0301.10 OR BY 'INSULFOAM LLC DENSITY = 0.92. PCF N.O.A. #07-1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MN. .024" ROLL FORMED sIttL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH = 34 KS! WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. +I$ 48" MC. AND RUBBER WEATHERSTRIPPING HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXAEEDING 8 FT. IN HEIGHT I I A -4-- II HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" 0.C. REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A —A DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 03 84 B5 06 B7 B8 6'-•0" 18" 18" 18" 18" N/A 1 " 11 -3/4" 23" 34" 45" 56" 67" - 6'-6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -6" 18" 18" 18" 18" 18" 1 " " 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 8' -O" 210 18" 18" 18" 21" 1" 11 --3/4" 23" 34" 45" 56" 67" 78-1/4" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.0. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT t !��18 I*CK JAVAD A i CIVIL FLA. PE # 70592 C.A.N. 3538 •9PTIONN PRODUCT REVISED /E 0011 with die florid* Ditikling NoI"'fD Esigketina ,f!` r LOW HEADROOM DOUBLE TRACK 0 P ro 0 a 8q N (.1 0 dd0 O a ore SECTIONAL GARAGE DOOR t O 0 U 2 to 6 6 0 0 C ) • PM A o W la drawing no. 0 1 ---09 WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) FRAMED SOLID BY NOT LESS THAN SHALT_ (3) 2X6 Piitsa -_ -^SURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CON1. FROM FOOTING TO TIE BEAM. , •• ENGINEER OF RECORD TO VERY; . ADEQNGCY OF THE SUPPORTIM, G STRUCTURE. r BUCK CONNECTION TO MASON ' MACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO !!..SURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" Q.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 16" 0.C. INTO 3000 PSI CONCRETE. WITH 1 -3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14" 0.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 16" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'TW' WITH SPACING OF 24" Q.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17" 0.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE B 'Tfb• FOOTING. PREPARATION Qy JAMBS BY OTHERS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" 0.C. MAX. 1-1/4" X 2 -1/2" X 14 GA CON STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 -1/4" 8" 1 -5/8" 4" 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/4" 8" 3/8" DYNABOLT BY '11W' CONC. 1 -1/2" 8" 2" 3/8" DYNABOLT BY 'fTW' FILLED BLOCK 1 -1/2" 8" 3 -3/4" 3/8" POWER —BOLT BY 'POWERS' CONC. 2" 8" 1 -7/8" 3/8" SLEEVE —ALL BY 'SIMPSONS` CONC. 1 -1/2" 8" 1 -7/8" CONCRETE f'c = 3000 PSI MIN, C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. EDGE DIST. 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2 -1/8" X 1" X 14 GA. GALV. 51 ttL TRACK FASTENED ((STENED ffTO TRACK PLATES SLOTTED W/ 1M.S�. &X LOCK NU8" HD. ALTERNATE TRACK INSTALLATION 9f: JAVtQ :AH 'CMtL• . • FLA. PE # 70592 '. ,C.A.N. (038 PRODUCTREv,SED as comPlYilla w8b the Heckle IMkting Code Aeceptene No .© //! O o ► �- Praeger 8 F g gl O ° M wet o 8 o h . i Q 8 olap 0 Q W 3 N a wig SECTIONAL GARAGE DOOR 0 1 v 0 rc v 8 0 e Ofnth % z° .o w q O 0 w 0 O w k 0 0 0 • of 1 a t drawing no. 0 1 —09 (sheet 4 of 5 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER I :I I. • rrtt '' lil iii #8 X 3/4" SMS O 3/8 FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS O 1 -3/8" FROM ENDS AND 6 -1/2" 0.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA 1108- 0305.02. .175 X .062 DEEP Orc HOVE (4) 118 X 3/4" SMS ® 1 -3/8" FROM ENDS AND 6 -1/2" 0.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" 0.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. k R X 3/4" SMS 0 3/8" FROM ENDS AND 4 -1/2" Q.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. O * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4" MAX. WDW. WIDTH 18 1/8" It 40 MAX. co a D.L.O. In 0 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION �.as•.+r� -� rn-.w t +.11R! `ice XSCY:, 4sO. i�tlR[�A' irrirMarnWirAirS.,MEN11,4, � j 1ATIS1� �s�R' a- at11xsr.QM . LJL i�w. •+ r�nss. s■-■•ae.c :.-...■a% . ■,117ra"....rr•x `i�s�rnva INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE r v 15/16" MIN. EXTERIOR O.L OPG. GLAZIVG BITE WINDOW WIDTH ngr: JAW' AHMAD ' CML FLA. PE 70502 C,A.N., I. lit ODUCT REVISOD os Mediu/ocetplying with the Floridan Code AotoptoweNo O C7 SECTIONAL GARAGE DOOR C O 0 1 0 2 .G 0 ..0 v w 0 u.� drawing no. 01 -09 (sheet 5 of 5 J 1. Client 2. Project Name 3. Project Address 4. County 5. Building Height AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT S11'E SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION (Based on data supplied by client) Johnnie Smith • 9126 NE 1 Avenue 9126 NE 1 Avenue . Miami Shores CITY Miami -Dade . 15 FT. Fl STATE AC 12 -610 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope . ❑ Flat ® Slope ( See Figure 1 b 8. Risk Category El I A. II ❑ III & Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk category 'II' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: Flat roof r_ir Sloped roof JAVAD AHMAD, P.E. - FL # 70592 EB C.A.N. #3538 1235 SW 87th Avenue I Miami, FL 33174 ( T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooqPafceng.com la sr f-r2nd Swarm, Miami Shores Florida, Undad St ,ea stb.- of- ()C( 3 15 19 rr Lk; JOHNNIE SMITH Coefficient Kh 0.85 9126 NE 1 AVE Coefficient Kzt 1.00 Velocity Pressure Evaluated @z fqz] (Ib /ft ^2) 56.64 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 e 2 Mean Roof Height [h] (ft) 15.00 Height Above Gnd. Level [z] (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qhJ (Ib/ft ^2) 56.64 Mark Comp Type GO Other Component Size Gcp Coefficients Gcpi Coeff. W (in) H (in) S (in) Aft ^2 Z4+ Z5+ Z4- Z5- Pos Ne. Z4+ Z4- it- + Z5- In Zone 0.92 0.92 -1.02 -1.25 0.18 -0.18 37.5 -40.9 37.5 -48.5 Z5 Design Wind Pressures (Ib /ft ^2) LAsS THA"J !►tLo W r� too; S .SAy o.1< 0.1</e/ /Sit_ sotcr t_2 f c-a) A.SCE 7 -10 WIND LOADS ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305- 264 -8100 L Engineers Seal Engineers Name And Signature Design Date 12/12/2012 12:51:01 PM Design Reference Number 7 -1/2° X 3" X 071° GALV. STEEL END ROLLER HINGE W/ (8) 914 X 5/8° SMS 7 -1/2° X 2-1/4" X 18 0A. V. STEEL MITER HINGE W/ (4) 914 X 8/8" SMS 2/ DOOR PUSH NUT TOP FDITURE 5 -1/2° X 2 -3/4" X 0.1° STEEL PLATE WITH ONE 5/18-18 MS W/ NUT 7 FASTENED TO END STILE WITH (8) 914X 3/4° SELF DRILLING SCREWS EE SHEET 4 FOR TOP BRACKET OPTIONS CENTER 5111.65 SEE SCH. A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER 51ILE A P, N 1° W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED w/ (4) 914 X 1/2° S.M.S. 5/8° MIN. LOCK ENGAGEMENT CONFORMS TO F4C 1012 REGARDIN0 GARAGE DOORS .158 686 GALV. AAIIRRCCRRAFT TYPE W/ MIN. 5& NICC- _PRESS SLEEVE TR 7 "X3 °X0.1° STEEL PLATE WITH (4) 914 X 3/4° SELF DRILLING SCREWS W tew 752 0 BRACKET STD. LIFT DOOR 00 fXN)R 044 CONSISTS OF TOTAL 9 OF 'U' BARS AT EACH DOOR 8 2 SECTIONS 18' 2 SECTIONS 21' 2 8' -9" 1 SECTION 19" 5 SECTIONS 21' 4 7' 4 SECTIONS 21° - 7' -3" 3 7'-8° 9 SECTIONS 18° - 7'-9" 4 SECTIONS 18° 1 SECTION 21" 8' 3 SECTIONS 18' 2 SECTIONS 21" 8' -3° 2 SECTIONS 16° 3 SECTIONS 21' 8' -6" 1 SECTION 18' 4 SECTIONS 21" 8' -9° 8 SECTIONS 21' - 9' 8 SECTIONS t8' - 9' -3° 6 WORMS 18' 1 SECTION 21° 4 9' -6" 4 SECTIONS 19' 2 SECTIONS 21' 9' -9" 3 =non 18' 3 5EC'RONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' 10'-3° 1 MOTION 18' 8 SECTIONS 21' 10'-8" 6 SECTIONS 21' - 10'-9' S SECTIONS 18° 1 SECTION 21° 11' 8 SECTIONS 18' 2 SECTIONS 21" 11' -3° 4 SECTIONS 18" 3 SECTIONS 21; 11'-8" 3 S4L00NS 18' 4 SECTIONS 21 11' -9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 8 SECTIONS 21 ", 8 12' -5 7 SECTIONS 21' - 12'-9" 9 SECTIONS 18" 2 SECTIONS 21' 12' -5° 6 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIO1119 18° 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21' 13' -6' 2 SECTIONS 18' 8 SECTIONS 21" 13' - -0" 1 SECTION 18' 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14' -3° 8 SECTIONS 18° 3 SECTIONS 21' 14' -8" 5 SECTIONS 18° 4 SECTIONS 21" 14' -9° 4 SECTIONS 18" 5 SECTIONS 21° 8 15' 3 SECTIONS 18° 8 SECTIONS 21° 15' - -9 2 SECTIONS 18" 7 SECTIONS 21° 15' -6' 1 SECTION 18° 8 SECTIONS 21' 16' -9" 9 SECTIONS 21° -_ 1 16 6 SECTIONS 18" 4 SECTIONS 21 1 F LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8° X .010" STEEL PLATE WITH (4) 914 X 3/4" SOS CENTER STILE OUTSIDE HANDLE N END STILE OPTIONAL VENTS (3) 5° WIDE AT 7° 0.0. MAX. NG. AREA NOT TO EXCEED 120 SQ. IN. LOCK BAR 01110E5 INSTALLED ON END STILE WITH (4) 914 X 8/8° SMS 181' X.8WLOCK1844 ENGAGES 04 TRACK ON EACH SIDE OF DOOR OPTIONAL_ rr ID KEYED 0c2( LOCK BAR 1DCIONO SHOWN ALT. TO LOCKS SHOWN ABOVE R TO SHEET 2 OR U -BAR PLACEMENT OPTIONAL FLUSH FACE WOOD GRAIN DESIGN L MAX. DOOR WITH 18-2 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CON48UR4'80N DOOR WIDTHS # OF CENTER STIES 8' -0' TO 9' -10' 2 10'-O' TO 11' -10° 2 12' -0° TO 13' -10° 3 14'-O° TO 15' -10° 4 18' -11° TO 16 -2' 5 U01 14' -0° TO 15' -10" DOOR WIDTHS DAB DOORS INC Hurricane Moater® Model 824/811 Max. Size 16' -2' X 18-0" High With Window Lite Option ESIGN RATING + 48.0 PSF] - 52.0 PS GENERAL NOTE$ 1. THIS PRODUCT HAS BEEN DESIGNED AND 1E 1t0 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL 86 ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION I14CREAS11, 4S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 15 -11' TO 16' -2° DOOR WIDTHS Enin VAVAW AHMAD DNIL Antativennivzsup CA.N .@ 70582 . caRgdy vaitfilJlCRotas . ..A 0110 US /J X11 By Miami .... • CaMd Z o QE 0 a 8' &� M 64j0� o .o jc 0 o8 } && 0 v 88° N .2 8 1 drawing no. 98 -05 sheet 1 of 6 DOOR HEIGHT CONSISTS OF 8' -e° 2 SECTIONS 18° 2 5201103 21" 8' -9° 1 SECTION 18" 3 SECTIONS 21" Y 4 SECTIONS 21° - Y -6° 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18° 1 SECTION 21" 8' 3 SECTIONS 18° 2 SEOT103 21° 8' -3" 2 SECT103 18° 3 SECTIONS 21" IF -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9° 5 5ECTW3 21° - 9' 8 SECTIONS 18" - 9' -3" 8 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18° 2 SECTIONS 21° 0' -9" 3 SECTIONS 18° 3 SEC1103 21" 16' 2 SECTIONS 18° 4 SECTIONS 21° 10' -3" 1 SECTION 18 8 SECTIONS 21" 10' -6° 8 SECTIONS 21" - 10'- 9' 6 SECTIONS 18" 1 SECTION 21" 11 5 SECTIONS 18" 2 SECTIONS 21" 11' -u3° 4 SECTIONS 18" 3 SECTIONS 21" 11' -8° 3 SECTIONS 18° 4 SECTIONS 21° 11' -9° 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 8 SECTIONS 21" 12' -3" 7 SECTIONS 21° - 12'-6° 6 SECTIONS 16' 2 SECTIONS 21' _. 12' -8' 5 swl10S 18 3 SECTIONS 21 13' 4 SECTIONS 18° 4 SECTIONS 21' 13' -3' 3 SECTIONS 18° 5 SECT703 21° 13' -6' 2 SEC110N5 18' 6 SECTIONS 21" 13' -9° 1 SECTION 18° 7 SECTIONS 21" 14 8 SECTIONS 21" - 14' -3° 8 SECTIONS 18° 3 SECTIONS 21° 14' -8" 5 SECTIONS 18° 4 SECTIONS 21° I4' -9" 4 SECTIONS 18" 5 SECTIONS 21" 18' 3 82011085. 18° 8 SECTIONS 21" 1B' -3° 2 SECTIONS 18' 7 MORONS 21' 15' -8° 1 SECTION 18" 8 5201103 21° 15' -9° 8 SECTIONS 21° - 16' 8 SECTIONS 18" 4 SECTIONS 21" 7 -1/2" X 3" X .071" GALV. STEEL 14 X 5/8H W/ (8) 9 SMS .158 DIA. OALV. AIRCRAFT TINE CABLE & NICD -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 8 °X3 °X0.1° STEEL PLATE WITH (2) 914 X 8/8" SAILS CENTER STILE OUTSIDE HANDLE r lar .071" X 7 -1/2° GALV. 8IELL 0/4(4) 914 X 1/2" SIAS 2//D DOOR 11,k9 ASPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) 9 14 X 1/2" S.M.S. -5/8° MIN. LOCK ENGAGEMENT CONFORMS TO 1012 REGARDING GARAGE DOORS -'7 -1° W X .15° THK. LATCH BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7 -7/8° X 3 -1 /8° X .010° —STEEL PLATE WITH (4) #14 X 3/4" SOS END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH(4) #14X5 /8" SS 187 X .6W LOCK BAR " - ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK OAR LOCKING SHOWN ALTERNATE TO 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 (6) #14 X 3/4' SELF DRILLING SCREWS CENTER STILE OPTIONAL 0008 VIEWER TO BE INSTALLED AT CENTER STILE -+- A / / OPTIONAL VENT _ (3) 8° WIDE AT 7" 0.0. MAX. OPENING AREA NOT TO EXCEED 120 SO. ltd. u MAX. DOOR WIDTH L A COLONIAL DESIGN 9'-4° INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMIN S OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING MOH VELOCITY HURRICANE LANE. 2. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSIN(? OR STUCCO. 3 ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9, A LOAD DURATION INCREASE 1S USED Ii BF.51T2I OF ANCHORS INTO WOOD ONLY. OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING a + 50.0 PSF - 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT PRODUCE REVISED w*lo y*witdiePks s A No 0',05 r. ,^• SECTIONAL GARAGE DOOR 5 m 0 01 a S 11 0 m 0 drawing no. 01 -09 sheet 1 of 5� p� V`� COUNTY DEPARTMENT 01? PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th 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 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. DESCRIPTIO Hurricane Master® Model 824/811 Steel Sectional Garage Door 16' -2" Wide x 16'- 0" High (Reinfor : with n APPROVAL DOCUMENT: Drawing No. 98 -05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated 02/23/1998, with last revision 1-1 dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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/series 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room-208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 ww w. mi am idade. aov /p era/ 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 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 # 11- 0414.13 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. 98 -05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated 02/23/1998, with last revision 11 dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11- 0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202 -94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI -07 -4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per FBC, TAS 203 -94, of "DAB 824 Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing Inc., Report No.. HETI -11 -3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8 -08 of "Sectional Residential Door (skin) ", prepared by Hurricane Engineering & Testing Inc, Report No. HETI - i1-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05- 0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1328, dated 07/15/2003, signed and sealed by Rafael E. Droz -Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1329, dated 07/15/2003 signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03 -T078, dated 10/31/2003, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA # 03- 0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. en/alma Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -1 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 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 -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2617. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by A1- Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E. 1A1 1 f' A—A- rlos . Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7 -1/2" X 3" X 071" GALV, STEEL END ROLLER HINGE W/ (6) #14 X 5 /8° SMS 7 -1/2" X 2 -1//4" X 18 GA GALV. S1E61 CtNTER HINGE W/ (4) #14 X 5 /8" SMS 2� PUSH NUT TOP FIXTURE 5 -1/2° X 2 -3/41 X 0.1" STEEL PLATE WITH ONE 5/18 -18 MS W/ NUT FASTENED TO END STILE WITH (8) #14 X 3/4" SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS CENTER STILES SEE SCH. A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE -- A / 1" W X .10 THIS. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8° MIN. LACK ENGAGEMENT CONFORMS TO C 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE W/ MIN. & TOGO -S� FACTOR SLEEVE 7° X3 °X0.1" WITH (4) #TEFL /4 SELF DRILLING SCRUM BRACKET STD. LIFT DOOR DOOR HEIGHT CONSISTS CF TOTAL # OF 11' OARS AT EACH DOOR 8' -8 2 SECTIONS 18° 2 SECTIONS 21' 2 6' -9' 1 SECTION 18' 3 SECTIONS 21' 4 7' 4 SECTIONS 21' - 7'-3' 3 7'-e' 8 SECTIONS 18° - 7' -9° 4 SECTIONS 18° 1 SECTION 21' 8' 3 SECTIONS 18° 2 SECTIONS 214 8-3" 2 SECTIONS 18' 3 SECTIONS 21' 8' -8' 1 SECTION 18' 4 SECTIONS 21' 8'-9" S SECTIONS 21' - 6' 8 SECTIONS 18' - 9' -3" 5 SECTIONS 18' 1 SECTION 21" 4 8-8" 4 SEOTWNS 18' 2 SECTIONS 21" 9' -9' 3 8E011048 18' 3 38011092 21" 10' 2 =IONS 18' 4 SECTIONS 21' 10'-3" 1 SEOTION 18' 8 SECTIONS 21' 10'-8' 6 SECTIONS 21' - 10' -8" 11' 8 SECTIONS 18' 8 SECTIONS 18" 1 SECTION 21 2 SECTIONS 21' 11'-3" 4 SECTIONS 18° 3 SECTIONS 21" 11' -8` 3 SECTIONS 18" 4 SECTIONS 21' 11' -9" 2 SECTIONS 18" 8 SECTIONS 214 12' 1 SECTIONS 18' 8 SECTIONS 21" 5 12' -3" 7 BEOTIONS 21" - 12' -8' 6 SECTIONS 18' 2 SECTIONS 21' 12' -8" 8 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 214 13' -3" 3 SECTIONS 18' 8 SECTIONS 21" 13' -8' 2 SECTIONS 18" 8 SECTIONS 21' 13'-9" 1 SECTION 18" 7 SECEDES 21° 14' 8 SECTIONS 21" - 14' -3" 6 SECTIONS 18" 3 SECTIONS 21" 14' -8" 8 SECTIONS 18' 4 SECTIONS 21" 14' -9" 4 SECTIONS 18' 5 SECTIONS 21' 6 13' 3 SECTIONS 18" 6 SECTIONS 21" 18 -3" 2 MOTIONS 18' 7 SECTIONS 21" 15' -6" 1 BECTON 18" 8 SECTIONS 21" 15' -9" 9 SECTIONS 21" - I 18 6 SECTIONS 18" 4 SECTIONS 213 BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) 1)14 X 5/8° SMS 187 X .699 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OTTIIONAL OUTSIDE KEYYED LOCK LOOK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE TO SHEET 2 OR U -BAR PLACEMENT 18' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CONFIGURATION OTX18 WIDTHS # OF CENTER STILES 8'-0° TO 9' -10° 2 10' -0" TO 11' -lO" 2 17 -0" TO 13' -10° 3 14'-O' TO 18 -10" 4 10' -11 ° TO 18 -2' 8 DAB DOORS INC Hurricane Mestere Modal 824/811 Max. Size 16' -Z" X 16' -O" Hjgh With Window Lite Option DESIGN PRESSURE RATING + 48.0 PSF - 52.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND IG91GO TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 6010014 INCLUDING HIGH VELOCITY HURRICANE ZONE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS MALL BE ZINC PLATED CARSON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. S A LOAD DURATION INCREASJJ,LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. En }r. •JA LAHI rt4. PE•.A 70882 C.A.N. 3538 . Ave complygne with the Florida is.°, No D!IL•7 OS Swindon 0 .8 o b§ s a 88 drawing no. 98-05 sheet 1 of 6 11111 1111111111 11•111 MillEMID SCEWN'. •N MITI SChTON 3 MAIM.!.� seEnaN 8 111111111111M 3 M� �I�M•1 8CEi}N 2 - ,-1- �1�- SCERRON 1 '-I- -M-1- =ETON 1 1■ ■1��- SCEMM '..■?■I■.�I M SCEnCN, moo Una SCETION 8 1�N�,_•1�J -. CI___ SCE110N 2 ,M■M■M■�_ MOON 1 II II MO .".._^- ^_I -^.1.^.1_1 SCE'WN 7 MM. N SCUM e MOW 1,°° O I� ■I�M� �N SCE1ON 4 1 1-:-1- _1 SCEflON MM. .....SCEMN 1v_x _ 1• 1 .ten JAVAL7 74944 70592 drawing no. 98 -05 (sheet 2 of 6 ) 24 CA. STEEL PANEL- FLAPS BENT OVER PANE. 1/2" PUNCHED HOLES ® 4" 0.0. 18 GA X 2-1 4° X 3/4" X 2° GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL. INTERMEDIATE STILES W/ 1 O #14 / OUR 914 X 3/44"" SELF DRILLS. S. 18 GA X 2 -1/4" X 3/4" X 2° GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES K/ TWO 9 14 X 5/8" S.M.S. AND TO END STILE 8/ FOUR 9 14 X 3/4" SELF DRILLING SCR. USE REINFORCING If BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 0. 1/2" X 1 -3/4" OPEN TUBE ® TOP & BOTTOM OF EACH PANEL 3/18" POP RIVETS AT 4" D.C. 8 FOR 21° STILES (5) FOR 18° STILES BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. AB 48° 0.0. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/10° X 1-5/8° LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. INTERMEDIATE SECTION$ REINFORCING By DOOR INSTALLER MOULDING 18 GA. X 2 -1/4" X 3/4° X 2° 041.V. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TKO r9 14 X 8/8° SAS. AND TO ENO STILE W/ FOUR 9 14 X 3/4° SELS DRILLING SCR. TOP SECTION END STA.E #14 X 5/8" SMS PER HINGE 1/2" X 1 -3/4° X .058° FORMED STEEL, GLUED TO PANEL AND SECURED TO ENO STILE WITH (4) 3/18" POP RIVETS 3/4" X 2° X 2 -1/2" X .048" STEEL D STILE, CONNECT TO PANELS WITH SLAPS AND 8 OR (8) 3/18° AWN RIVETS DETAL 'Li=X 2 -5/8° X .049° STEEL STILE. CLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 9 14 X 5/8" S.M.S. 4/ HINGE EDGE DISTANCE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16» DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL POP PoYETS� `t L I Mir j 7. -1f2° X 050° INTERIOR SIDE V. STEEL 7 -1/2" X .071" \lik CENTER HINGE END ROLLER HINGE .9° X 2.19° X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2 -1/8° X 1° (STANDARD 12 GA X 3 -5/18° X 1 -1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1 4-20 X 5/8" TRUSS H0. MS. & LACK NUT _\ 1.3/18 3 {B" POWER -BOLT BY 'POWERS' 2 MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING'•• 7/8" PUSHNUT INSTALLED ON LU.LER SHAFT SECTION B -$ 1/4-20 NUT SS BOLT AHmAp FAA. PE 9 70892'• CA.03W • 5 i` 1.82° DIA. X .50° STEEL ROLLERS (STD. 1.82° DIA. X .50" PLASTIC ROLLERS (OPTI_. 2.75° DIA. X .50" STEEL ROLLERS (OPTIONAL WITH 4 -1/4° STEM PRODUCT REVISED anmpiyh/g willies FtmWs Hafts Cale Bistrador Asompsonael.b IDD$ HY "4 M POP RIVETS 2 -3/4° X 5 -1/2" X 3" X .104" GALV. STEEL. TOP ROLLER BRACKET FASTENED W/ (8) # 14 X 6/8° S.MS. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/18 -18 X 3/4" HEX HEAD M. SCREWS & NU7S TOP BRACKET (STANDARD) TOP BRACKET IOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4° X .058° FORMED STEEL OWED TO PANEL AND FASTENED 10 VERTICAL STILES WITH (2) 3/18° POP RIVETS 5/18` X 1 -5/8" LAG SCREWS INTO WOOD OR 5/18° SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY .3 PER 8RACKET 2 -1/2" X 4-1/4° X 13 GA. SfEE1. PLATES WELDED TO 1 -1/2° X 1 -1/2° X 14 G.A. ANGLE FASTENED 10 TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 2" X 5 -1/2" X .104" FASTENED W'/{p(Q4) 14 X 5/8" STEEL LOW HEADROOM OPTION HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4" X .058" FORMED 9TEEL GLUED TO PANEL AND FASTENED 70 VERTICAL STILES WITH (2) 3/18` PCP RIVETS —5/18" MEETWO RIB 1.82" DIA. X .50" STEEL ROLLERS "W/ .44 DIA. X 5° STEM OPTIONAL. INSULATIONS; gE eIT PRO CTS 11 . EPS— EXPANDED PDLYSTYRENE DENSITY 1.05 PCF N.O.A. #07- 1107.08 OR ISO 26 POLY— ISOCYANURATE DENSITY = 2.0 PCF N.O.A. 107- 0301.10 BY "INSIRFOAM I LC ". DEFISITY = 0.92 P0F N.O.A. #D7- 1018.07 14 GA GALV. STEEL. W/ ROLLER # 1 HINGES 1 FASTENED °SM5 MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MN. YIELD STRENGTH = 39 KSI -- WITH PRIMER ANO RAKED -0N POLYSTER PANTED TOP COAT APPUED 'W BOTH SIDES OF STEEL SECTION A—A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 12 OA GALV. STEEL BOTTOM # 11BRACKET 5/8° FASTENED 5000031 SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" O.C. AND RUBBER WEATHERSTRIPPING s9 HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EX EEDING 8 FT. IN HEIGHT.„ A — WIR2. 1RACK LEVGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL. TRACK 2 X 2 X 1 /8" H018Z. ANGLE SPOT WELDED TO HORR. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST .47 3" 0.0. REST AT 8° 0.0. CONNECTED TO FLAG BRACKET ANGLE W/ 3/5-18 X 3/4" BOLT & NUT AND TO SPRING SHAFT GLADE WITH (2) 1/4-20 X 5/8° BOLT & NUT VERTICAL TRACK 2 -1/8° X 1" X .080° SECTION A —A DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3R0 4111 5TH B1 82 B3 B4 B5 Be 87 88 8 " -0" 18° 18" 18° 18° N/A 1° 11 -3/4° 23° 34" 45» 58" 67° - 8' -8" 21° 21° 18° 21" 18° 21" N/A 1" 11 -3/4" 23" 34° 46" 88" 67" — 7' -0" 21° 21" N/A 1° 11 -3/4" 23° 34" 45" 56" 87° - i -6° 18" 18" 18" 18" 18° 1" 11 -3/4" 23° 34" 45° 58° 87° 78 -1/4` 8' -0" 21° 18° 18° 18° 21° 1" 11 -3/4° 23" 34° 45" 56° 57" 78 -1/4° — �n.IIUNS ARE NUMBERED STARTWG AT THE BOTTOM FOR DOORS MORE THAN 8 F7. HIGH, USE ADDITIONAL. TRACK BRACKETS AT 10° 0.C. 1.9° X 2.19° X 3.3° X .090° STEEL TRACK BRACKET'S 2 -3/18" HIGH CONNECTED TO TRACK WITH 1/4° BOLTS & NUTS. a 2 TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AV IAS.A', 4 280K OPTIONS Ow' JAVAD. 8 t575 ' 10592 . PRODUCT)HV►BBD aoraplying with diale de No p NdleseCodo Amps= Amps= Di Bpw>m_ thiu] 8g 4 0 0 0 cRklIP w 612 o0 6 8 31 9 S N a 4 drawing no. 98 -05, Sheet 4 of 6 1 -1/2° MIN. 2BY WOOD B r T AYAQQ a /4" DNA. LAG SCREWS "-AT 8" FROM ENDS AND 11° O.C. MAX. D WOOD BUCK CONNECTION TO WOOD SUBSTRATE WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPLT8N0 (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 228 PRESSURE TREATED GRADE 2 SYP OR 003108 WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL 06 SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WON 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12° 0.0. INTO BLOCK WALL, YAM 2 -1/4" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. ETJBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8 O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 9° O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4° MIN. EMBED 3" MIN. EDGE DISTANCE 3/8° CONFLEX SY 'ELCO' OR 3/8° LITT BY 'TV WITH SPACING OF 21" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 3° 911N. EDGE DISTANCE 3/8" TIC SLEEVE BY 'H8.1T WITH SPACING OF 10° O.C. INTO BLOCK WALL. WITH 1-1/4" MIN. EMBED. 4" MIN. EDGE DIST. 11" 0.C. INTO 3000 PSI CONCRETE, W148 1 -1/4' MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE. THE BLOCK WAIL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAM =S BY OTHERS /4" DIA. LAO SCREWS AT 8° FROM ENDS AND 11° 0.0. MAX. 5/18" X 1-5/8° LAG 8088WS AT 11° O.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT BY 0008 SYSTEM E LOADS IMPOSED 5/18° 044. BOLTS WITH WASHER & NUT AT 12° 0.0. MAX. 1 -1/2" 1-1/4" X 2 -1/2" X 14 GA COIL STEEL ANGLE 12 0A OALV. STEER. FIAT BRACKETS *3° LONG AT 12° O.C. IN 0008 OPNG. AT 18" 0.0. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE 8/ (3) SPOT WELDS Al' EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8° HLC SLEEVE BY 'LIB.TI' CONC. 1 -1/4° 8° 2" 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/4" 8° 4" 3/B° OYNABOLT BY 'LIED' CONC. 1 -1 2" g° 3° y2' DYNABOLT BY 'I1W' FILLED BLOCK 1 -7/8° 8" 4" 3/8 POWER -BOLT BY 'POWERS' CONC. 2° 8' 2" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 3" EDGE DIST. CONCRETE f'c ■ 3000 PSI MIN. 0 -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. L1 -1/2 GAIN. SI tL•T K 1 FASTENED 11 /4-20TRACX8K PLATES SS HD. SCOT 61.5. & 1DCK NUT • ALTERNATE TRACK INSTALLATION PRODUCT REVISED eacouiplyfas with the Flories- Batktingeotlo Aom41186 440 t' -' 11 0' EepYMiMt 19lFfft "%i u. m 2,,_ 0 0 x drawing no. 98 -05 sheet 5 of 6 DOOR PANEL 07-24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 7/16° DIA. WASHER OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 #8 X 3/4° SMS 0 3/8 FROM ENDS AND 7° O.C. MAX. 21 3/4° (4) #8 X 3/4° SIAS ® 1 -3/8° FROM ENDS AND 8-1/20 O.C. MAX. .117R X .052 DEEP .176 1- * EXIERIDILERAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGD PVC ONE PIECE INJECTION 1/4° POLYCARSONATE LEXAN BY SABIC INNOVATIVE PLASTIDS NOA #08- 0305.02. .175 X .052 DEEP GROOVE (4) #8 X 3/4° SMS ® 1 -3/8° FROM ENDS AND 6 -112° O.C. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS 0 3 B° FROM ° S M ENDS AND 4-1/2° O.C. MAX. #8 X 3/4° SMS 0 3/8° FROM ENDS AND 7° 0.C. MAX. 7/16" DIA. WASHER JAVAD AMMO inns . g. 70592 ��,0008 PANEL 24 GA. (.024) STEEL MN. DOOR PANEL 24 GA. (.024) STEEL MIN. PRODUCT REVISED Merida BaBdtngCode dMerida AoerpaupoNo 2— 02 g7 Product Comet drawing no. 98 -05 (sheet 6 of 5 )