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WS-11-736REPLACEMENT OF EXISTING GARAGE DOOR Passed ��� Inspector Comments CREATED AS REINSPECTION FOR INSP- 159298. Door must close and lock. NB e6- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: May 11, 2011 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Building Department Comments May 11, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 159545 Permit Number: WS -4 -11 -736 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060050150 Phone: 305 - 8924507 Page 1 of 1 l eA/(1( DESIGNER: Architect/Engineer: Description of Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.NN l k 16( PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING / �1 OWNER: Name (Fee Simple Titleholder): C- PtP_t� /4' N (IX) �C Phone #: Address: eRc © ,gy^ p � � �h� City: y , h 6\ ` J5 State: F l_ Zip: �' t3 Tenant/Lessee Name: / Email: JOB ADDRESS: coG N q 2_ V)ck City: Miami Shores County: Miami Dade Zip: 9) Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: .Or Phone #: 2 –16 7 Address: ZiG.. // 4 ..e — ,.pis City: /1/. y 0..4 State: Qualifier Name: 1 t r 9) E ) Phone #: Of /e 7 J APR 2 7 2011 BY: l Phone #: Zip: State Certification or Registration #: LI Y , So - s - 1 6 Certificate of Competency #: Contact Phone #: Email Address: Phone #: Value of Work for this Permit: $ /O • Square/Linear Footage of Work: �p rulace� ❑Demolition Type of Work: ❑Address ❑Alteration ❑New O � UGH ROOF TILE IS REQUIRED acknowledged by: b . .......... + +........ r...... Fees .........., , ......... .................. r... Submittal Fee $ D - Vt J Permit Fee $ //' ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ it" • Z ' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) „ r Mortgage Lender's Address City 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, WELLS, 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 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 a.zce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature, Own bf or Agent The fore ping instrument was ac owledged before me this" day of I �d-1/ 20 , by f',k,,, CO P (7 C, day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: C011117113111011 MUM }Duns: MML 07, .4) 714,217 ArAITtle11011DIM13, **** 4: 9r4: 4e: h9r4e4cdr4e> ti9c*oY9r9r4:************ 4roYsYR 4c*4r*Y4e**** *9: 9r4r9r***** Ar9e4r4r4e*9e9e3edc4c4c*4e4a ****4 *** okr orf**** * *de4 vk APPROVED BY ° 77' My Commission Expires: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 4 1 Plans Examiner 05 Structural Review NOTARY PUBLIC: Sign: Print: or ledged before me thicoU The foregoing instrument wa 20I/ by Ai Zs 's r JJ/JSecP who is personally known to me or who has produced as identification and who did take an oath. PETELIC-ST My Commission Expir Catherine A. Dn€tin Commission #DD857841 Empires: TSAR, 07, 2032 MIMI. GUS Zoning Clerk c -OW e)(161 J er 6r c%- pecw_ tiRs. CAp_oc,p\J 600 SG° 1.) 6 ci2Y t SiccaS FL_ 3"31 3E APR 2 (11011 BY: of APPROVED ZONING DEPT BLDG DEPT Miami Shores Villa 0 DATE SUBJECT To cOmPUANOE WITN ALL Mc/Mt STATE AND COUNTY RULE'S AND Rrnut ATIONS r lAoatioN3 or G-A-0.1 -- Pom ' x 7 KE? I. iN L t:.1`1,1: i ©t= X l S I I (U Cf &i 1-(M -Cr Poo /2 M CP C7oP • duo qZ "ot �-�Q- Miami Shores Building Department Opening Description of Window 1L or Door or Mullion Product Acceptance Number N - 1 , Product Approval Design Pressure ( +) PSF (-)PSF f - .c Opening Design Pressure (+) PSF (-) PSF Rough Opening Size Shutter Required Mullion Required Yes /No Yes No 0 0 Itnpa ct Yes / No Product Approval Schedule / Comparison Chart Address: Permit No. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 # 05- 0915.09 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, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.giov/buildingcode NOA No. 09- 0128.04 Expiration Date:.August 9, 2011 Approval Date: March 18, 2009 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. 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 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 06/27/08, signed and sealed by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 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 01/29/01, 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 01/18/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0516.03" 5. 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 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 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. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05 0228.02" 5. 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 09/27/04, 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 11/29/04 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 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05 0915.09, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 08/09/11. E -2 2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 OPENING SIZE MEAN ROOF HEIGHT MEAN ROOF HEIGHT 16' -0" 17' -0" 20' -0" 21' -0" 22' -0" 23' -0" 24' -0" 25' -0" 8' x 6' + 44.3, -56.0 PSF + 44.8, -56.6 PSF + 45.2, -57.2 PSF + 45.7, -57.7 PSF + 46.1, -58.2 PSF + 46.5, -58.7 PSF 8' x T + 43.8, -55.0 PSF + 44.3, -55.6 PSF + 44.7, -56.2 PSF + 45.1, -56.7 PSF + 45.6, -57.2 PSF + 45.9, -57.7 PSF 8' x 8' + 43.4, -54.2 PSF + 43.9, -54.7 PSF + 44.3, -55.3 PSF + 44.7, -55.8 PSF + 45.1, -56.3 PSF + 45.5, -56.8 PSF 8' x 10' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 8' x 12' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 8' x16' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 9' x 6' + 44.0, -55.3 PSF + 44.4, -55.8 PSF + 44.8, -56.4 PSF + 45.3, -56.9 PSF + 45.7, -57.4 PSF + 46.1, -57.9 PSF 9' x T + 43.5, -54.3 PSF +'43.9, -54.8 PSF + 44.3, -55.4 PSF + 44.8, -55.9 PSF + 45.2, -56.4 PSF + 45.5, -56.9 PSF 9' x 8' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 9' x 10' + 42.3, -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF + 44.3, -54.5 PSF 9' x 12' + 41.7, -50.8 PSF + 42.2, -51.4 PSF + 42.6, -51.9 PSF + 43.0, -52.3 PSF + 43.4, -52.8 PSF + 43.7, -53.3 PSF 9' x 16' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 10' x 6' + 43.6, -54.6 PSF + 44.1, -55.2 PSF + 44.5, -55.7 PSF + 44.9, -56.2 PSF + 45.3, -56.7 PSF + 45.7, -57.2 PSF 10' x T + 43.1, -53.6 PSF + 43.6, -54.2 PSF + 44.0, -54.7 PSF + 44.4, -55.2 PSF + 44.8, -55.7 PSF + 45.2, -56.2 PSF 10' x 8' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44,7, -55.3 PSF 10' x 10' + 42.0, -51.3 PSF + 42.4, -51.9 PSF + 42.8, -52.4 PSF + 43.2, -52.9 PSF + 43.6, -53.3 PSF + 44.0, -53.8 PSF 10' x 12' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 10' x 16' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 12' x 6' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 12' x T + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF 12' x 8' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 12' x 10' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 12' x 12' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 12' x 16' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 14' x 6' + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 442, -54.5 PSF + 44,6, -55.0 PSF 14' x 7' + 42.0, -51.5 PSF + 42.5, -52.0 PSF + 42.9, -52.5 PSF + 43.3, -53.0 PSF + 43.7, -53.5 PSF + 44.1, -53.9 PSF 14' x 8' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 42.5, -51.6 PSF + 42.9,' -52.1 PSF + 412, -52.6 PSF + 43.6, -53.0 PSF 14' x 10' + 40.9, -49.2 PSF + 412, -49.7 PSF + 41.7, -5 0 . 2 PSF + 42.1, -50.6 PSF + 42.5, -51.1 PSF + 422, -51.5 PSF 14' x 12' + 40.1 -48.0 PSF + 40.7, -48.5 PSF + 41.1, -49.0 PSF + 412, -49.4 PSF + 41.9, -49.9 PSF +42.Z -50.3 PSF 14' x 16' + 39.4, -46.1 PSF + 39.8, -46.6 PSF + 402, -47.1 PSF + 40.6, -47.5 PSF + 40.9, -48.0 PSF +41.3, -48.4 PSF 15' x 6' + 42.3, -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF +44.3, -54.5 PSF 15' x 7' + 41.8, -51.0 PSF + 42.3, -51.5 PSF + 42.7, -52.0 PSF + 411, -52.5 PSF + 415, -53.0 PSF + 418, -53.5 PSF 15' x 8' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 432, -52.1 PSF + 43.4, -52.6 PSF 15' x 10' + 40.7, -48.7 PSF + 41.1, -49.2 PSF + 41.5, -49.7 PSF + 41.9, -50.2 PSF + 42.3, -50.6 PSF + 42.6, -51.1 PSF 15' x 12' + 40.1, -47.5 PSF + 40.5, -48.0 PSF + 40.9, -48.5 PSF + 41.3, -49.0 PSF + 41.7, -49.4 PSF + 42.0, -49.8 PSF 15' x 16 + 39.2, -45.7 PSF + 39.6, -46.2 PSF + 40.0, -46.6 PSF + 40.3, -47.1 PSF + 40.7, -47.5 PSF +41.1, -47.9 PSF 16' x 6' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 16' x 7' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF + 43.2, -52.6 PSF + 43.6, -53.0 PSF 16' x 8' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 16' x 10' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 16' x 12' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 16' x 16' + 39.0, -45.3 PSF + 39.4, -45.8 PSF + 39.7, -46.2 PSF + 40.1, -46.6 PSF + 40.5, -47.1 PSF + 40.8, -47.5 PSF OPENING SIZE MEAN ROOF HEIGHT 15' -0" 16' -0" 17' -0" 18' -0" 19' -0" 8' x 6' + 41.7, -52.7 PSF + 42.3, -53.5 PSF + 42.8, -54.1 PSF + 43.4, -54.8 PSF + 43.9, -55.4 PSF 8' x 7' + 41.3, -51.8 PSF + 41.8, -52.5 PSF + 42.4, -53.2 PSF + 42.9, -53.8 PSF + 43.4, -54.4 PSF 8' x 8' + 40.9, -51.0 PSF + 41.4, -51.7 PSF + 41.9, -52.4 PSF + 42.5, -53.0 PSF + 42.9, -53.6 PSF 8' x 10' + 402, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 8' x 12' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 8' x 16' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 9' x 6' + 41.4, -52.0 PSF + 41.9, -52.7 PSF + 42.5, -53.4 PSF + 43.0, -54.1 PSF + 43.5, -54.7 PSF 9' x 7' + 40.9, -51.1 PSF + 41.5, -51.8 PSF + 42.0, -52.5 PSF + 42.5, -53.1 PSF + 43.0, -53.7 PSF 9' x 8' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 9' x 10' + 39.8, -48.9 PSF + 40.4, -49.6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 9' x 12' + 39.3, -47.8 PSF + 39.8, -48.5 PSF + 40.3, -49.1 PSF + 40.8, -49.7 PSF + 41.3, -50.3 PSF 9' x 16' + 38.4, -46.1 PSF + 38.9, -46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 10' x 6' + 41.1, -51.4 PSF + 41.6, -52.1 PSF + 42.1, -52.8 PSF + 42.7, -53.4 PSF + 43.1, -54.0 PSF 10' x 7' + 40.6, -50.5 PSF + 41.1, -51.1 PSF + 41.7, -51.8 PSF + 42.2, -52.4 PSF + 42.7, -53.0 PSF 10' x 8' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 10' x 10' + 39.5, -48.3 PSF + 40.0, -49.0 PSF + 40.6, -49.6 PSF + 41.1, -50.2 PSF + 41.5, -50.8 PSF 10' x 12' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 10' x 16' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 12' x 6' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 12' x T + 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 12' x 8' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 12' x 10' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 12' x 12' + 38.4, -46.1 PSF + 38.9, -46.7 PSF _ + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 12' x 16' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 14' x 6' + 40.0, -49.4 PSF + 403, -50.0 PSF + 41.1, -50.7 PSF + 41A-51.3 PSF + 42.1, -51.9 PSF 14' x 7' + 392, -48.4 PSF + 40.1, -49.1 PSF + 40.6, -49.7 PSF + 41.1, -50.3 PSF + 41.6, -50.9 PSF 14' x 8' + 39:2, -47.6 PSF + 39.7, -48.3 PSF + 43.2, -48.9 PSF + 40.7, -49.5 PSF + 412, -50.0 PSF 14' x 10' + 38.5, -46.3 PSF + 39.0, -46.9 PSF + 39.5, -47.5 PSF + 40.0, -48.1 PSF + 40.5, -48.6 PSF 14' x 12' + 37.9, -45.2 PSF + 38.5, -45.8 PSF + 39.0, -46.4 PSF + 39.4, -46.9 PSF + 39.9, -47.5 PSF 14' x 16' + 37.1, -43.4 PSF , + 37.6, -44.0 PSF + 38.1, -44.6 PSF + 38.5, -45.1 PSF + 39.0, -45.6 PSF 15' x 6' + 39.8, -48.9 PSF + 40.4, -49.6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51 PSF 15'x7' + 39.4, -48.0 PSF + 39.9, -48.7 PSF' + 40.4, -49.3 PSF + 40.9, -49.9 PSF + 41.4, -50.5 PSF 15' x 8' + 392, -47.2 PSF + 39.5, -47,8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 402, -49.6 PSF 15' x 10' + 38.3, -45.9 PSF + 38.8, -46.5 PSF + 39.3, -47.1 PSF + 39.8, -47.7 PSF + 40.2, -48.2 PSF 15' x 12' + 37.7, -44.8 PSF + 38.2, -45.4 PSF "+ 38.7, -45.9 PSF + 39.2, -46.5 PSF + 39.7, -47.0 PSF 15' x 16' + 36.1 -43.0 PSF + 37.4, -43.6 PSF + 37.8, -44.2 PSF + 38.3, -44.7 PSF + 38,7, -45.2 PSF 16' x 6' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 16' x 7' + 39.2, -47.6 PSF + 39.7, -48.3 PSF" + 40.2, -48.9 PSF + 40.7, -49.5 PSF + 412, -50.0 PSF 16' x 8' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 16' x 10' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 16' x 12' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 16' x 16' + 36.7, -42.6 PSF + 37.2, -43.2 PSF + 37.6, -43.8 PSF + 38.1, -44.3 PSF + 38.5, -44.8 PSF co u . r co 8 w w 0 N LL 0, g R6 ., 1 •N OF 6))tST i N6r 6 t.C7 049(L GENERAL NOTES . GA-62.O Ly N CCO P rr'(1 WORST CASE DESIGN PRESSURE CHARTS FOR RETROFIT GARAGE DOOR 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7 -05. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0" WIND VELOCITY =146 MPH EXPOSURE 'C' DESIGN NOTES 2007 FLORIDA BUILDING CODE, ASCE 7 -05 I =1.0, Kd =0.85, Kzt =1.0, Kz =TABLE 6.5 qh = 0.00256 *Kz *Kzt *Kd *V *V *I P = qh ((GCp)-(GCpI)), GCp1=;0.18 EXTERIOR (CORNER) ZONE 5 TABLE 2: MEAN ROOF I- EEIGHTS 20' -0" TO 25' -0" FRANK L. BENNARDO, P.EN # PE0046549 VALID F • VALID ONLY WITH RAISEDtIGINEER SEAL ai 1 1 _ z O O wrn w W ZEt 0a z w W 0 0 U CD z 1--I m H fY 0 J LL N 0 0 N 0 LL m 2 z z LL , m COPYRIGHT ENG NEERING EXPRESS SKU 5197 101 SCALE: PAGE DESCRIPTION: z = w a O 1- 0 a z 5 DOOR HEIGHT CONSISTS OF -6" • 6' 2 SECTIONS 18" 2 SECTIONS 21" 6' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - - 7' -6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 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' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21 10' -6" 6 SECTIONS 21" - 10'-9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3 4 SECTIONS 18" 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'-6" 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" 6 SECTIONS 18" 3 SECTIONS 21" 4 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" 1'5' -9" 9 SECTIONS 21" - ' 16' 6 SECTIONS 18" 4 SECTIONS 21 .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE I" GALV. STEEL END ROLLER HINGE 4 X 5/8" SMS .071" X 7-1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # '14 X 1/2" S.M.S. /8" MIN. LOCK ENGAGEMENT CONFORMS TO BC 1012 REGARDING GARAGE DOORS BRACKET STD. LIFT DOOR END STILE 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 1" W X .15" THK. LATCH BRACKET LOW HEADROOM DOOR OPTION 7 - 7/8" X 3 - 1/8" X .010 STEEL PLATE WITH (4) #14 X 3/4" SDS 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 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 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 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. OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE ( Y O O 0 z O w iJ z w 1- DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I Engr. DR. HUMAYOUN FAROQQ STRUCTURES FLA. PE # 15557 C.A.N. 3538 JAN 1 3 2009 PROPU :TaEVi9I8 se oa.> 'irk time Portia bad* C.A6 iemeeepetesso imgemation lb y o l 0 0 0 0 re Q H Z w 0 1 w Q v � 0 co bQ Q cZ co ts .O W ? LL V1 5 co a 6 2 c 0 co . L_ 0 0 0 5i U z 0 m 5, ; � oo 0 LLi Q � z OD W co 0 1 U Q y -' :2 z CD J N 0 N C 0 0 0, - o , 0 0 0 s 0 P 3 0 U 0 0 0 o 0 co 0 0 N N w U drawing no.1 01-09 j (sheet '1 of 5 SECTIONAL GARAGE DOOR TEL. (305) 264-8100 UPDATED FOR 2007 FM D 102.28.06 A 107.11.01 "LZ 8' -0" DOOR HEIGHT FIVE SECTIONS DOOR 16' -0" DOOR HEIGHT • \^, pilli ,/ "8L /I \ j - -- � - -- "8L �I �� 1 -1' ✓ \ / \ .B1 it „LZ , � L 111 OPTIONAL VENT (3) 5" WIDE AT 7" 0.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH L -- A COLONIAL DESIGN OPTIONAL FLUSH FAI WOOD GRAIN DESIGN .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE I" GALV. STEEL END ROLLER HINGE 4 X 5/8" SMS .071" X 7-1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # '14 X 1/2" S.M.S. /8" MIN. LOCK ENGAGEMENT CONFORMS TO BC 1012 REGARDING GARAGE DOORS BRACKET STD. LIFT DOOR END STILE 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 1" W X .15" THK. LATCH BRACKET LOW HEADROOM DOOR OPTION 7 - 7/8" X 3 - 1/8" X .010 STEEL PLATE WITH (4) #14 X 3/4" SDS 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 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 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 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. OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE ( Y O O 0 z O w iJ z w 1- DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I Engr. DR. HUMAYOUN FAROQQ STRUCTURES FLA. PE # 15557 C.A.N. 3538 JAN 1 3 2009 PROPU :TaEVi9I8 se oa.> 'irk time Portia bad* C.A6 iemeeepetesso imgemation lb y o l 0 0 0 0 re Q H Z w 0 1 w Q v � 0 co bQ Q cZ co ts .O W ? LL V1 5 co a 6 2 c 0 co . L_ 0 0 0 5i U z 0 m 5, ; � oo 0 LLi Q � z OD W co 0 1 U Q y -' :2 z CD J N 0 N C 0 0 0, - o , 0 0 0 s 0 P 3 0 U 0 0 0 o 0 co 0 0 N N w U drawing no.1 01-09 j (sheet '1 of 5 SECTIONAL GARAGE DOOR TEL. (305) 264-8100 UPDATED FOR 2007 FM D 102.28.06 A 107.11.01 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. 1 -3/16" 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR 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 EDG: DIST. ". •• 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 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT .024" STL. PANEL OUTSIDE OF D00 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 ® 12" 0.C. 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS SECTION B —B #14 X 5/8" S.M.S. 4/ HINGE 7-1/2" X .050" GALV. STEEL CENTER HINGE 7 -1/2" X 3" X .071" END ROLLER HINGE INTERIOR SIDE 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 POP RIVETS EDGE DISTANCE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4 -1/4" STEM FLAPS BENT OVER PANEL 3 /1 6 1/2" PUNCHED HOLES ® 4" 0.C. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3533 JAN 1 3 2009 24 GA. STEEL PANEL 3/16" ALUM RIVETS 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 1/4 -20 SS BOLT & NUT END STILE PRODUCT REVISE[? as tosgtying with dsi Melds litolding Clods No 47 / I /n Expisssims 11 ' 4' '& o✓ 0 0 0 z 0 0 a cc 0 0 0 J y 0 N d f 0 0 ) 0 a 0 0 v 0 .0 0 0 O 0 m 0 O 0 0 0 O N 0 0 W drawing no. 01 -09 (sheet 2 of 5 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 82 83 B4 85 86 B7 88 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' -O" 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' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 2" SECTION A —A POP RIVETS 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 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 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO -25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 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 MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED 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. ® 48" 0.C. AND RUBBER WEATHERSTRIPPING 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 w x 0 z z a O 1 0 w x m 0 0 0 M N TRACK CONFIGURATION ' ' HEIGHT PLUS 12" / imw =II 14 GA. GALV. STEEL TRACK 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. HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXREEDING 8 FT. IN HEIGHT II A - - VERTICAL LIFT J VERTICAL TRACK 2 -1/8" X 1" X .080" SECTION A —A JAN 1 3 2009 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 - X 5/8" BOLT & NUT *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. AVAILABLE TRACK OPTIONS HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 PRODUCT REVISED cratplyies v.i6Ike M i c Build/ea Ae mse No .t ElIpingieR C in c 0 ) 0 0 0 c 0 0. .` 0 u) b G) 0 b 0 c 0 N O m O 0 O 0 0 N O O 0 N N ) drawing no. 01 -09 (sheet 3 of 5 '1 ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILT!' CONC. 1 -1/4" 8" 1 -5/8" 3/8" HLC SLEEVE BY 'HILT!' FILLED BLOCK 1 -1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2" 3/8" DYNABOLT BY 'ITW' 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 WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER 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 BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE 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 0.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 16" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING 14" O.C. INTO BLOCK WALL, WITH 1-1/2 16" O.C. INTO 3000 PSI CONCRETE, WITH 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 24" 0.C. INTO 3000 PSI CONCRETE. WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILT!' WITH SPACING OF 17" 0.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 18" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. 2 -1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS EMBED OF MIN. EMBED 1 -3/4" MIN. EMBED 4" MIN. EDGE DIST. EMBED AND 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 BEAMS TO FOOTING. 5/16" X 1 -5/8" LAG SCREWS AT 12" 0.C. j 1 -1/2" 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 CONT. STEEL ANGLE 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 EDGE DIST. 1 -1/2" 2-1/8" X 1" X 14 GA. GALV. SILt.L TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5 /8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr. OR HUMAYOUN FAROOQ STRUCTURES FLA PE # 16557 C.A.N. 3538 JAN 13 200) CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. PRODUCT MEV4p es complying wait* Mufti Saadi*. Code r Acceptance No Riz: i• f F By /11. . z O Q L ce O O w IX 0 0 t n A M a0 wc�l o o ��E N o Qw3 LL u, Bma 0 0 0 J Z 0 0 LEI Cn C c 0 0 0 0 m 0 a 0 co v >. a 0 0 0 O C 0 ri 0 U 0 0 0 0 ri W co 0 a .o U drawing no. 0 1 -09 (sheet 4 of 5 a 0 0 / 1 1 ettle Ott IIIINI•M‘kAss1W If tior 1 1111 i 1 1 111 I I II Ir l 1 1 1 '1 1 1 111 111 I 1 1 I I I I I I I III 000R PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER I11 1 1 1 1 1 1 1 1 1 1 Ij I 1 . I I 1 11 Ili #8 X 3/4 SMS ® 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS @ 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS @ 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. #8 X 3/4" SMS ® 3/8" FROM ENDS AND. 7" 0.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. In 0 15/16" MIN. GLAZING BITE * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 0 J 0 21 3/4" MAX. WDW. WIDTH 18 1/8" ,/ I ffffff ie S e r aY �� r a ate, aT• s, i s w7.100urr.Wi.v-011■ I" 1., la y rfl'', wrafl ywt�vsi v 1.. w:a- aruas�s�.sh: euwd•.a��.G:x:� � I INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW WIDTH .175 X .062 DEEP GROOVE EXTERIOR D.L. OPG. .vsarrs:rsr.,10. , I 4 j yyysy Ii f� VALTL/4/Fo4067<.7i1Wti :izr�w,aa�crdv.Ps'.f aIIPivs_rAvtiv. I w ,1.11Nra./Zirsr„�atc 1 r .. avc wwa�a�r��isa.� 0 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION Engr. DR: HUMAYO(LN FAROOQ STRUCTURES FLA. PE # 16557 C +3. N. 3538. 1.725 * INTERIOR FRAME RIGID. PVC ONE PIECE INJECTION 9e .250 .800 PRottutT wasp iglarrimiXedm rMoepueos No /j "19/_ <7 , a 1 1 e, /�riflf / M.. :,` I14eerstClouad PAMPA) i/i c 0 N .; 0) 0 v C 0 S1 U 0 a .0 03 0 0 0 0 ID ■ 0 U 0 N 0 O 0 N W 0 x drawing no- 01-09 sheet 5 of 5 - .ea •riv_r�_.`� �_ I i i� �" ems -... �v.vo u II' ! Ig S I, ._ -- , Lr..7�.+ _ v+a.�,r4 raw awa'� 40 1■1.:Irvsare nrwaav�nrxs_r' rrr i i i 1A1 It 1 1 1 r +l It p t tal di'MS�.i 1 e�s6a l�idw rAa..0.2,Ar.I.00b -."- .tea.- a..�.-oo� 1 a / ti I f A r 11 n 7 I . err.4isa eY fl Oax.�ssssaesaa 0 ! yrorarAw v- a ZWA '0,' i y � - � --- r �1 1/ 11 I / T a ,Iu,_,o ar�rb � 1 / 1 �A mc;.An.ra� a�. - � :is'w'a�i �_ �awaav :11�:�v1y t i 11 I°: e 1 ' 1 Ko.._W 4. i 1' CI I il l a 0 0 / 1 1 ettle Ott IIIINI•M‘kAss1W If tior 1 1111 i 1 1 111 I I II Ir l 1 1 1 '1 1 1 111 111 I 1 1 I I I I I I I III 000R PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER I11 1 1 1 1 1 1 1 1 1 1 Ij I 1 . I I 1 11 Ili #8 X 3/4 SMS ® 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS @ 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS @ 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. #8 X 3/4" SMS ® 3/8" FROM ENDS AND. 7" 0.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. In 0 15/16" MIN. GLAZING BITE * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 0 J 0 21 3/4" MAX. WDW. WIDTH 18 1/8" ,/ I ffffff ie S e r aY �� r a ate, aT• s, i s w7.100urr.Wi.v-011■ I" 1., la y rfl'', wrafl ywt�vsi v 1.. w:a- aruas�s�.sh: euwd•.a��.G:x:� � I INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW WIDTH .175 X .062 DEEP GROOVE EXTERIOR D.L. OPG. .vsarrs:rsr.,10. , I 4 j yyysy Ii f� VALTL/4/Fo4067<.7i1Wti :izr�w,aa�crdv.Ps'.f aIIPivs_rAvtiv. I w ,1.11Nra./Zirsr„�atc 1 r .. avc wwa�a�r��isa.� 0 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION Engr. DR: HUMAYO(LN FAROOQ STRUCTURES FLA. PE # 16557 C +3. N. 3538. 1.725 * INTERIOR FRAME RIGID. PVC ONE PIECE INJECTION 9e .250 .800 PRottutT wasp iglarrimiXedm rMoepueos No /j "19/_ <7 , a 1 1 e, /�riflf / M.. :,` I14eerstClouad PAMPA) i/i c 0 N .; 0) 0 v C 0 S1 U 0 a .0 03 0 0 0 0 ID ■ 0 U 0 N 0 O 0 N W 0 x drawing no- 01-09 sheet 5 of 5