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WS-12-208Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172269 Permit Number: WS -2 -12 -208 Scheduled Inspection Date: April 12, 2012 Inspector: Rodriguez, Jorge Owner: PUMO, ANNE Job Address: 9700 NE 7 Avenue Miami Shores, FL 33138 -0000 Project <NONE> Contractor: JB GARAGE DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060171930 Phone: (305)751 -3642 Building Department Comments REPLACING GARAGE DOOR Passed 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- 172220. CREATED AS REINSPECTION FOR INSP- 169679. NO ACCESS. NB NO access, No plans or permit 2nd time. NB PLEASE KNOCK REALLY HARD ON THE DOOR. April 12, 2012 For Inspections please call: (305)762 -4949 Page 14 of 15 Miami Shores Village Building Department I 1/09:3(NoveNSPECTION'S Tel: (305) 795.2204 Fax: (305) 756.8972 9 (� n PHONE NUMBER: (305) 762.4949 `"l I !� P A 1 Permit No. �/V c.0 � 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 IRE C IV j FEB 03X0V. BY : BUIL ING PERMIT APPLICATION FBC 2007 Master Permit No. Permit Type: BUILDING ROOFING r1 OWNER: Name (Fee Simple Title holder):: -\fnf l� �M� lJ Address: Moo 1 V City: NI CM'i1 if)re5 Tenant/Lessee Name: N/ Email: lv State: t' 1 Phone # 05" 151-4 Zip: ,2Z1 Phone #: Ni JOB ADDRESS: C I V V NF -/ - \\ l..,t /U4) City: Miami Shores County: II -‘3_0►Z 1430 Folio/Parcel #: Miami Dade ' 2 Zip: 3313 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 3 pp. Liorcici Door O Phone #: Address: (2 ) N � •h co k..1 `fJ City: i- ICthVh 1,--nrci'ef,3 State: ci 2 7 () Qualifier Name: 31x---e . pV State Certification or Registration #: Contact Phone #: �% 1 2u-- 5ffl Email Address: Zip: .2)D ' 1 Phone #: � 3' 12 'T 5 1 I Certificate of Competency #: GOOD agk72. '1XIA WiroyaziO.a.m. DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ X uare/Linear Footage o f W or k: Type of Work: ❑Addition Description of Work: ❑A lteraI tiv o n ew ❑Repair/ R eplac e '�-cio nu UD OcArct 9001 ❑Demolition * ** * * * * * * * * * * * *** * * ** **************** Fees********** **** **** ** ****x: ****** ** ****** * * *** Submittal Fee $ SO Permit Fee $ //0 CCF $ CO /CC $ Scanning Fee $ •� Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $170.21/__' • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 comme a ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. b the abse _ .f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ".."--1-#7"1--47--- r' -'rte Owner or Agent The foregoing instrument was acknowledged before e this c2 7 day of 20 IQ-, by l�!�Er c, A•w✓� f—e----, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: �il! Print: My Commission =u blic State of Fionce Iza • eth Menses r My Commission EE^^ Expires 08/20/2015 Signature Contractor The foe sing instrument was acknowledged before me this 27 L. day of • 20 by cp ms's -' • who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission 7 I! ON es' ************************************************ * **** * ** ** ** ***** ** * *** ** ** **** APPROVED BY ZC>9/240'2--- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Notary public State of Fiona° 0080411,1 M neses My rommiss. n E098737 Expir0,08/2•r r_ 5 * * * * *e * ** ** ****** * ** ** ** ** Zoning Clerk dttE°R° CERTIFICATE OF LIABILITY INSURANCE JBGAR -1 OP ID: XR DATE (MM/DD/YYYY) 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 305-670-6111 InSource, Inc. 9500 South Dadeiand Blvd.,#400 305 -670 -9699 P.O. Box 561567 Miami, FL 33256 -1567 Maria E. de la Huerta, CIC CONTACT (Arco eo Ext): FAX No): E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :National Trust Insurance Co. 20141 INSURED J B Garage Doors, Inc.dba J B Garage Door Co., Inc. 12195 N.W. 98 Avenue Hialeah Gardens, FL 33018 INSURER B : X INSURER C: GL00092823 INSURER D : 09/01/12 INSURER E : $ 1,000,000 INSURER F : $ 100,000 • - -- -- -- — --- . - _...__. -. ..E.wwn numocR. 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 TYPE OF INSURANCE ADDL MSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY1 POLICY EXP £MMIDD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X GL00092823 09/01/11 09/01/12 EACH OCCURRENCE $ 1,000,000 DAMAGE PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (My one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE 7 POLICY X LIMIT APPLIES JEST PER: LOC PRODUCTS - COMP /OP AGG $ 2,000,000 A AUTOMOBILE X X LABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS CA00145093 09/01/11 09/01/12 COMBINE deD j INGLE LIMIT $ 1,000,000 BODILYINJURY(Perperson) $ BODILY INJURY (Per acddent) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LAB EXCESS LAB X OCCUR CLAIMS -MADE UMB00096003 09/01/11 09/01/12 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DED X RETENT ON $ 10000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N I A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ 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. CERTIFICATE HOLDER CANCELLATION MIAMSHO City of Miami Shores Bldg & 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 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE Date I 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 Policy Effective Date (MM/DD/YY) Policy Expiration Date ( MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Claims Made Occur Each Occurrence $ Damage to rented premises (EA occurrence) $ General D Med Exp $ Personal Adv Injury $ aggregate limit applies per: 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) $ MM. 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 I I OTH- ER E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E.L. Disease - Policy Limits $1,000,000 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) Begin 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. 4- ....44.a+ ` WIND LOAD TABLES COMPONENTS & CLAX r9R Div S12�2' ° AS PER SPECIFICATION ASCE Miami Shores Village 1 -02/05 BY DATE BASIC WIND SPEED: V = IMPORTANCE FACTORS: I = DIRECTIONALITY FACTOR: Kd. _[� EXPOSURE CATEGORY: = FEB 0 or. 2412 APPROVED Zr 2�� 1.0 DEPT )EJECT 10 CCP,IPI.IANCE WI F'ri ALL FEDERAL STATE ANLi CC UN i Y MLLES AND REGULATIONS GARAGE DOORS ONLY (BASED ON CLIENT: `J INFORMATION PROVIDED BY CLIENT) O ° B. e1Cxr,f.. )OOC _� h JOB: Ann.e, Pusno likil 9 700 J E Td4 A Yin U tt. Ills cavt r shores FL 53/38 , + NOTES: 11-1 BUILDING HEIGHT: LOADS, POSITIVE AND NEGATIVE ARE DOOR SIZE: 175 d >C 7' 14 TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. MAX. DESIGN LOADS -PSF BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH EXPOSURE 'C' MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEG. ROOF SLOPE = < 10 DEG. DOOR WIDTHS DOOR WIDTHS 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT. + INT. - EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 15 44.2 57.7 43.5 56.3 41.8 52.8 40.0 49.3 40.5 52.7 39.9 51.4 38.3 48.2 36.7 45.1 36.1 43.8 16 44.8 58.4 44.0 56.9 42.3 53.4 40.5 49.9 9.8 48.5 41.0 53.3 40.3 52.0 38.8 48.8 37.2 45.6 36.5 44.3 17 45.3 59.1 44.5 57.6 42.8 54.0 41.0 50.5 40.2 49.0 41.5 53.9 40.8 52.6 39.2 49.4 37.6 46.2 37.0 44.9 18 45.8 59.8 45.1 58.3 43.3 54.7 41.5 51.1 40.7 49.6 42.0 54.5 41.3 53.2 39.7 49.9 38.0 46.7 37.4 45.4 19 46.3 60.4 45.6 58.9 43.7 55.3 41.9 51.6 41.2 50.2 42.4 55.1 41.8 53.8 40.1 50.5 38.5 47.2 37.8 45.9 20 46.8 61.1 46.1 59.6 44.2 55.9 42.4 52.2 41.6 50.7 42.9 55.8 42.2 54.4 40.6 51.1 38.9 47.8 38.2 46.4 21 47.4 61.8 46.6 60.3 44.7 56.5 42.9 52.8 42.1 51.3 43.4 56.4 42.7 55 I • 9 48.3 38.7 46.9 22 47.9 62.5 47.1 60.9 45.2 57.2 43.3 53.4 42.6 51.8 43.9 57.0 43.2 ,�I}k ' •' 48.8 39.1 47.4 23 48.4 63.1 47.6 61.6 45.7 57.8 43.8 54.0 43.0 52.4 44.3 57.6 43.6 .2 1 49.4 39.5 48.0 24 48.9 63.8 48.1 62.2 46.2 58.4 44.3 54.6 43.5 53.0 44.8 45.3 58.2 58.8 44.1 44.6 8 . 3 1}0 .9 6 1 49.9 50.4 39.9 40.3 48.5 49.0 25 49.4 64.5 48.6 62.9 46.7 59.0 44.7 55.1 44.0 53.5 TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HE I FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ('':`ASI a i DADE COUNTY JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER 1 EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -05 SET FORTH HEREIN). ,1 •( ; 0 1 2012 L- k ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262-6978 AFC-2 P BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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.gov/buildingcode 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 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: 18' -2 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 99 -24, titled "Sectional Garage Door", dated 09/22/99, with last revision F dated 01/23/09, 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 # 08-.1106.05 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. 09- 0324.07 Expiration Date: March 10, 2013 Approval Date: May 06, 2009 Page 1 i DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 99 -24, titled "Sectional Garage Door ", dated 09/22/99, with last revision F dated 01/23/09, 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 Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08 -2133A and B, dated 06/10/08, signed and sealed by Candido. F. Font, P.E. • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, 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. 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, . prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI -08- T139/A, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08- 1106.05" 4. 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" CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by Al- Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/09, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification calculations and structural analysis prepared by Al- Farooq Corporation, complying with F.B.0 2004/2007, dated 08/25/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08- 1106.05" �r// JA arlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0324.07 Expiration Date: March 10, 2013 Approval Date: May 06, 2009 E -1 i 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. 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. "Submitted under NOA # 05- 0228.02" F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 01/20/09, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 08/25/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory code compliance statements issued by Hurricane Engineering & Testing, Inc, for Test Reports No HETI- 08- 2149A/B B and HETI- 08- T139 /A, dated 06/10/08 and 06/27/08, all signed and sealed by Candido F. Font, P.E. G. OTHER 1. Notice of Acceptance No. 08- 1106.05, issued to DAB Door Co on 12/18/08 and expiring on 03/10/13. E -2 la any, Inc, approved Carlos M. trera, P.E. Product Control Examiner NOA No. 09- 0324.07 Expiration Date: March 10, 2013 Approval Date: May 06, 2009 Construction Trades Qualifying Board T BUSINESS CERTIFICATE OF COMPETENCY E EIUCY 000018962 J B GARAGE DOORS INC D.B.A.. SERGER JOSEPH CH Is certified under CHARLES _der the provisions of Chapter 10 of Miami - (�'A CFC - - - - -- -- Dade County TRACING UST! 7-1/2" X 3" X .120" GALV. STEEL END ROLLER HINGES WITH OPTIONAL DELRON SLEEVE •7 -1/2" X 2 -1/4" X .071" GALV. STEEL CENTER HINGE WITH OPTIONAL DELRON SLEEVE W/ (4) #14 X 5/8" SMS LOCK — 2/ DOOR / SI #14 X 1/2" SMS 4 PER HINGE SI ■ 3/4" W X 3/16" THK. I 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 FBC 1012 REGARDING GARAGE DOORS 8-1/4" X 4-1/2" X 1-1/2" STEEL PLATE 0.115" THK. WITH (8) #14 X 5/8" SMS .128 DIA. GALV. AIRCRAFT TYPE CABLE & NICO —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR SCHEDULE 'A' DOOR WIDTHS # OF CENTER STILES 9' -1' TO 11' -10' 4 12'-0' TO .13' -10' 5 14' -0' TO 15' -10' 6 15' -11' TO 18' -2' 7 r B 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 STILES SEE SCH. 'A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE DOOR HEIGHT __ 16' -0" MAX. DOOR HEIGHT 2 SECTIONS 18' 2 SECTIONS 21' 6' -9' 1 =111 3 SECTIONS 21" 7' 4 SECTIONS 21" - dI - ' N T1 !, . f ■ ■ 4 SECTIONS 18' �ih i 8' _I 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21' ®L 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' -, r ' • 1 SECTION 18' 5 SECTIONS 21' 1O' -6" 6 SECTIONS 21" - 1O' -9' 6 SECTIONS 18' o In •. Oi=illiffoili m, �n. e. ice. 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' 1 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' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21" 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' 15, - 3 SECTIONS 18' 8 SECTIONS 21' '- 15' -3' 2 SECTIONS 18' 7 SECTIONS 21" 15' -6" 1 SECTION 18' 8 SECTIONS 21" 15' -9'. 9 SECTIONS 21' - 16' • 6 SECTIONS 18' 4 SECTIONS 21' In il. za O! ,fl O D MMINIIIIMMIll O'V4 .c :11 I ri_.iiriiiiriir mg sa.Zoi 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' 1O' -6" 6 SECTIONS 21" - 1O' -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' 1 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' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21" 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' 15, - 3 SECTIONS 18' 8 SECTIONS 21' '- 15' -3' 2 SECTIONS 18' 7 SECTIONS 21" 15' -6" 1 SECTION 18' 8 SECTIONS 21" 15' -9'. 9 SECTIONS 21' - 16' • 6 SECTIONS 18' 4 SECTIONS 21' BQTTOM BRACKET FOR 3" TRACK BOTTOM BRACKET FOR 2" TRACK OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN MAX. DOOR WIDTH OPTIONAL FLUSH FACE WOOD GRAIN DESIGN L A OUTSIDE HANDLE CENTER STILE LOCK BAR GUIDES (2) ON END STILE INSTALLED WITH (4) #14 X 5/8" SMS 1-1/8" X 1-1/8" X 2 -3/8" LONG LOCK BAR GUIDE (1) ON CENTER STILE .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. 18' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT 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 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DESIGN PRESSURE RATING = + 55.0 PSF — 64.0 PSF DAB DOOR MODEL 824 MAX. SIZE 18' -2" WIDE X 16' -0" HIGH Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 CAN. 3538 PRODUCE REVISED as complying wit* dm Find& Ming Coda Atomise= No , F Preduct Control FEB 2009 Divisi n Jia FAX. (305) 262 -6978 TEL. (305) 264 -8100 0' SECTIONAL GARAGE DOOR J. ap 0 r7 Ili Q L_ z ((30)0 Ct 6 QZ I CO a1_I CI r2 TEL. (305) 556 -.6624 N 0 .E6 .'5 O L 0 O 0. 0 41 a� D UPDATED FOR 2004 FBC REV. PER BCCO COMMENTS GENERAL REVISION GENERAL REVISION x 0 0 0 N moo 0 N 0 0 0 W Ii T drawing no. 99-24 sheet 1 of 5 16 GA. X 2 -1/4° X 2" X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ SIX #14 X 3/4" S.M.S. (2) 16 GA. X 2 -1/4" X 2" X 3/4" GALV. STEEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ SIX #14 X 3/4° S.M.S. U. BAR REINFORCING TRUSS ® BOTTOM OF PANEL •_W_I-11A-Mtillibj 111A I� Is 0580ALUM PLATE WITH (2) 3/16" POP RIVETS AND RUBBER WEATHERSTRIPPING FASTENED W/ 1/8" X 1" SMS ® 48" O.C. OUTER FIXTURE 8- 1/4 "X4- 1/2 "X1 -1/2 "X.115 THK. INNER FIXTURE 2 -1/2" .X 5 -3/4" X 12 GA. 1 ST SECTION (BOTTOM) REINFORCING FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING BY DOOR INSTALLER c 3/4" MAX. I STEEL TRACK 14 GA. X 2 -1/8" X 1" (STANDARD) ♦...•42 Gk • X 3 -5/16" X 1-1/2" (OPTIONAL) . FASTENED TO TRACK PLATES • W/ 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT - #14 PER 16 GA.X 2-1/4" X 2" X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES WI TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ SIX #14 X 3/4" S.M.S. INTERMEDIATE SECTIONS REINFORCING X 5/8" SMS 8 HINGE 7/8" X 1 -7/8" X 2 -5/8" 18 GA. STEEL CENTER STILE RIVETED TO PANEL SKIN W/ (4) ALUM RIVETS 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS AT 10- 11/16" O.C. FOR 21" SECTIONS AT 7- 11/16" O.C. FOR 18" SECTIONS 1 icEPT PINS _ INSTALLED ON ROLLER SHAFT 2 -3/4" X 5 -1/2" X .10 THK. -TOP ROLLER FIXTURE WI 5/16 " -18 NUT & BOLT V 16 GA.X 2 -1/4" X 2" X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES WI TWO # 14 X 5/8" S.M.S. AND TO END STILE WI SIX # 14 X 3/4" S.M.S. /1 TOP SECTION REINFORCING 3/4" X 2 -1/2" X 18 GA. STEEL END STILE RIVETED TO PANEL SKIN W/ 3/16" ALUM RIVETS _EDGE_ DIST. J o' 1- 7/8 "X2 -5/8 °X18 GA. STEEL CENTER STILE # 14 X 5/8" S.M.S.I 4/ HINGE POP RIVETS -\ i 14 GA. GALV. STEEL • CENTER HINGE SECTION B -B L ROLLER HINGE — s s •a 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4" O.C. 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES (31 .024" STL. PANEL 0 0 0 -END STILE OUTSIDE OF D00 SOLID BRASS DOOR VIEWER BY 'SC H LAG E SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL SEE SHEET 4 FOR TRACK ANCHORS el 3/4" STEEL ROLLERS 1.82" DIA. X .50" STANDARD W/ .44 DIA. X 9" STEM MAX. 2 1/2" Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # x6557 C.A.N. 3538 / FEB 0.3 2009 PROM AEMED Is complying wish dic Maids Building Code y� Acceptance Ha 11-‘212A07 /kaki 7 Miami "AA 07 By Divisi Product Catieral ` m tilau • Im ( •w CD z O F z F• w• Q 2 fr O • O w Ce O ti O O a Q a~D • • SECTIONAL GARAGE DOOR y C 0 y U z U) O m TEL. (305) 556 - 6624 C 0 0. .` 0 N N 0 ANCHORS REV. PER BCCO COMMENTS GENERAL REVISION GENERAL REVISION T x 0 0 C LL7 0 O 0.. 6 0 0 O 0 0 N N 0 0 W 1. rn rn N N 0 0 c 0 0 N L) V drawing no. 99 -24 (sheet 2 of 5 � UI I \IYLIJ 2 -3/4" X 5 -1/2" X 2 -7/8" X .10" GALV. STEEL ,GALV. 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 .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS J w z D- e 'SECTION A —A SEE. SHEET 2 FOR LOCATION or REINFORCING TRUSSES HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4° X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1- 13/16" DIA. ROLLER W/ TEN 1/4" HARDENED STEEL BALL BEARINGS IN CASE HARDENED INNER & OUTER BRACES 7/16° DIA X 9 -1/4" LONG HARDENED SHAFT OPTIONAL INSULATIONS: 13Y 'DYPLAST PRODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO -25 POLY - JSOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 11 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) #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 APPLIED TO BOTH SIDES OF STEEL 11 GA. GALV. STEEL BOTTOM BRACKET FASTENED X W/ (4) #14 x s /8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" O.C. AND RUBBER WEATHERSTRIPPING HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS i I EXCEEDING 8 FT. IN HEIGHT�� I A 11 A J HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" `14 GA. GALV. STEEL TRACK OPENING HEIGHT z co MAX. m 2" X 3 -1/2" X 12 GA. TRACK BRACKETS CONNECTED TO TRACK WITH TWO 1/4" BOLTS & NUTS. TRACK CONFIGURATION VERTICAL _LIFT 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. REST AT 9" O.C. — 7 HORIZ. ANGLE FASTENED TO CONT. ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO FLAG BRACKET ANGLE WITH. (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2 -1/8" X 1° X .080" SECTION A —A HIGH LIFT STANDARD LIFT LOW HEADROOM AVAILABLE TRA .K OPTION Engr: DR. HI3MAYOUN FAR000 STRUCTURES FLA. PE # 16557 LAN. 3538 FEB 0 3 2009 >IODuCTViISED as couiplyiug %with the Fh rado Building code *. Acceptance soy ET _RAW 'W )3y `/�I--Y Miami:., Product Control Z co at 2 CL to 0 Cr) w a CC O O o 0 t) w J Q CC Q _J CD U F=- (n N J Z CO Z CD to Q co rnp Z Cr 0 Cr Q c� U O O Z (J] Q 0�2 TEL. (305) 556 - c 0 y .> 0 a cn 0 a> ANCHOR SPACING REV PER BCCO COMMENTS Ix z 0 In Ix C, U z 0 in T 0 4-C; 0 0 a, w 0 N 0 W 0 m N O 8 N O 0 W U- N N m a if J • drawing no. 99 -24 (sheet 3 of 5 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 BLIILR 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. 7" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 7" O.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 4" O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 5" O.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 'ITW' WITH SPACING OF 11" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 7" O.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 BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 5/16" X 1 -5/8" LAG SCREWS AT 6" O.C./ BLOCK, OR—CONC. G • STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS — WITH WASHER & NUT AT 12" O.C. MAX. MIN: EDGE DIST. SEE. N .TES L2X6 MIN. SOUTHERN PINE 0.55 S.G. 1 -1/4" X 2 -1/2" X 14 GA CONT. STEEL. ANGLE 12 GA. GALV. STEEL ANCHOR SPACING ANCHORS STRUCTURE EMBED I SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 -1/4 " 6" 2 -1/2" 1/2" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/2" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" I 6" 3 -3/4" 1/2" DYNABOLT BY 'ITW' FILLED BLOCK 1 -7/8" ' 6" i 4" 3/8" POWER —BOLT BY 'POWERS' CONC. 2" 6" 2 -1/2" 13/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1-1/2° 6" I 3" EDGE DIST. CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. FLAT BRACKETS ±3" LONG AT 6" 0.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION 1-1/2" 2 -1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES SLOTTED 1 D M.S. . & LOCK TRUSS HD. CK NUT Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE i 16557 C.A.N. 3538 FEB 0 3 2009 PRODUCT RE MSED as complying with the Flasks Building Code ea Acceptaraz sloGi / By hob Divisi n rrcp xahon - 41ACI ^%' e Product Control ontlfa2U FAX. (305) 262 -6978 TEL. (305) 264-8100 b SECTIONAL GARAGE DOOR U z U) Q' 0 0 m CIO O < J La. U) z CO Lu 0 z �� O J N v, 0 N .5: a� N cO LO cO u) 0 M J C 0 0 U Cn a) 0 ANCHOR SPACING REV. Z 0 N C, GENERAL REVISION r x N 0 U) 0 Ca Co 0 m N 0 rn 0 N 0 0 C U 0 W L- U UU 0 a .0 O C_ drawing no. 99-24 sheet 4 of 5 C ) WINDOW HEIGHT a 0 0 0 w X w DOOR PANEL 24 GA. (.024) STEEL MIN. r 7/16" DIA. WASHER III 111 1111 II I� / 9- #8 X 3/4" SMS 3/8" FROM ENDS AND 7" O.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. 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX. D.L.O. r: �i��1R1R * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE * EXTERIOR FRAME RIGID• PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION LAA vv �lIIJ`JI15.4��19� v ams IH 1I z rrvw_ c. r + 1 ,ii '4' 455_ A V A V rYQYV •V••=2im ip Ii - 4 I sw..e.wv:�i .w��srvrawssal4 I �I v7swela�a1 A A Vill11111111.111p � a'. IS 1F1IIk71; ..n.MIeea� "I • . I! Is; J I 1 '".o�walvco� (R av1011•1:a. aAcea, 2V. 1 rLirv416:1rsa. -a nA {I y l % I r�crazar��avr_ -, #8 X 3/4" SMS ® 3/8" FROM ENDS - AND 4 -1/2" 0.C. MAX. DOOR PANEL_ 24 GA. (.024) STEEL MIN. 0 v INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE 15/16" MIN. EXTERIOR D.L. OPG. GLAZING BITE WINDOW WIDTH PRODUCT k..V1SED as onimply'ing with thvaceida Building Code Engr. DR. HI./MAYO/AN FAROOQ Accept ce Na STRUCTURES Expiration FLA. PE # 16557' C.A.N. 3536 FEB 0 3 2009 0 •� Z ' 2 I O W aN W We d ® U N 2 ei m a 7 o o • 0 < MQ QW"� co r N N O X LL 0 I SECTIONAL GARAGE DOOR TEL. (305) ai C 0 y .; c 0 0. U' co N GENERAL REVISION GENERAL REVISION T o co 0 co N 0 0 N 0 0 W m drawing no. 99 -24 ( sheet 5 of 5 '1 A0 d!iVKi xi � P�uwec.�i - �v wan�a . piv A A. rYQYV •V••=2im ip Ii - 4 I sw..e.wv:�i .w��srvrawssal4 I �I v7swela�a1 A A Vill11111111.111p � a'. IS 1F1IIk71; ..n.MIeea� "I • . I! Is; J I 1 '".o�walvco� (R av1011•1:a. aAcea, 2V. 1 rLirv416:1rsa. -a nA {I y l % I r�crazar��avr_ -, #8 X 3/4" SMS ® 3/8" FROM ENDS - AND 4 -1/2" 0.C. MAX. DOOR PANEL_ 24 GA. (.024) STEEL MIN. 0 v INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE 15/16" MIN. EXTERIOR D.L. OPG. GLAZING BITE WINDOW WIDTH PRODUCT k..V1SED as onimply'ing with thvaceida Building Code Engr. DR. HI./MAYO/AN FAROOQ Accept ce Na STRUCTURES Expiration FLA. PE # 16557' C.A.N. 3536 FEB 0 3 2009 0 •� Z ' 2 I O W aN W We d ® U N 2 ei m a 7 o o • 0 < MQ QW"� co r N N O X LL 0 I SECTIONAL GARAGE DOOR TEL. (305) ai C 0 y .; c 0 0. U' co N GENERAL REVISION GENERAL REVISION T o co 0 co N 0 0 N 0 0 W m drawing no. 99 -24 ( sheet 5 of 5 '1