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WS-10-1891Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 153214 Permit Number: WS -10 -10 -1891 Scheduled Inspection Date: November 10, 2010 Inspector: Bruhn, Norman Owner: SWOPE, LORETTA Job Address: 1208 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: JB GARAGE DOORS INC Building Department Comments November 09, 2010 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060144100 Phone: (305)751 -3642 NEW GARAGE DOOR INSTALLATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments (t_ Page 20 of 23 Miami Shores Village Finail. Is the Building Historically Designated: Yes 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 JOB ADDRESS: I Q . . q .) City: Miami Shores Co Miami Dade Folio/Parcel #: k 1- ( - O LI - L4 t O n _ BUILDING Permit No. II S I 0 t PERMIT APPLICATI I ' Z C� W 3 Master Permit No. FBC20 OCT 262010 Permit Type: MECHANICAL a ......... ............. OWNER: Name (Fee Simple Titleholder): Lor1 -M-OI 1/4Suou Phone#: Address: City: .nn; rA ShCr-r5 State: P Zip: g Tenant/Lessee Name: Phone#: Zip: 3 NO Flood Zone: CONTRACTOR: Company Na T me: • on r J -1 Phone#: a0b`�2 --� Ili Address: \ Z t KI a 67 1? -is! (� f' City: W.1Ca lf<A ) U - In(c*C nt) State: . I Zip: l' iR Qualifier Name: AS V) r Phone#: an 511\ State Certification or Registration #: � Certificate of Competency #: � I [7 Contact Phone#: Email Address: DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ 1 p V O e' (1) Square/Linear Footage of Work: Type of Work: OAddress OAlteration i]New ORepair/Replacce Description of Work: 0 1 L ■' �./o ODemolition 9.49. ** t T **:)j * ** ***** **** * ** * *** ***** * ***a **mv�x**** * **** ►****** * * ** *a****** ex„, Fee $ , J-0 ' (.90 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 $ Binding 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 co ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued ' absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sign: Print My Commission APPROVED BY Owner or ;.'gent The foregoing instrument was acknowledged before me this day of C)LS , 20 _Q, by t- o'e) -k SLAIOpP_ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: " 1) aa. js''^ . •lic State of Florida Eliizc,- Meneses My Commission 0D706837 Expires 08/20/2011 (Revised 07 /10107)(Revised 06/10/2009)(Revised 3/15/09) /aal<CD Plans Examiner Structural Review Signature Contractor The f ' - . ing instrument was acknowledged before me this oZ �, day o a ,2016 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Elizabeth Meneses kly Commission DD706837 , o� Expires 08/20/2011 S***** ****+A****** ** ****deb #BNB *B31%N*+N** sip *** *8*s ***** ********* **** * **** a*b ****** *****BsY***** ******** *4+ ****** Zoning Clerk 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. 'NMI LTR nuuL INSRE TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYYY) POLICY EXPIRATION DATE (MM/DD/YYYY) LIMITS A X GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL00092822 09/01/10 09/01/11 EACH OCCURRENCE $ 1000000 X PREMSES(Eaoccurence) $ 100000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5000 PERSONAL & ADV INJURY $ 1000000 GEN'L GENERAL AGGREGATE $ 2000000 AGGREGATE LIMIT APPLIES PER: POLICY X ! C LOC PRODUCTS - COMP /OP AGG $ 2000000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA00035162 09/01/10 09/01/11 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ B EXCESS I UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $10000 UMB00096002 09/01/10 09/01/11 EACH OCCURRENCE $ 1000000 AGGREGATE $ 1000000 $ $ X $ C WORKERS AND EMPLOYERS' OFFICER/MEMBER N PROOPRILTORPEARCLUDEECUTIV1 (Mandatory It yes, describe SPECIAL COMPENSATION LIABILITY /N 001WC10A62503 09/01/10 09/01/11 01 H S L MRS X TORY X ER E.L. EACH ACCIDENT $ 500000 I 1 E.L. DISEASE - EA EMPLOYEE $ 500000 In NH) under PROVISIONS below EL DISEASE - POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS *10 days notice of cancellation applies to non payment of premium. Certificate Holder is listed as Additional Insured on the General Liability insurance when required by written contract for operations being performed by the insured. ,�C �RV "CERTIFICATE OF LIABILITY INSURANCE PRODUCER iii nSource, Inc. 500 South Dadeland Blvd., #400 P.O. Box 561567 Miami FL 33256 -1567 Phone:305- 670 -6111 Fax:305- 670 -9699 INSURED J B Gara a Doors Inc. d /b /a J B Gara a Door co., Inc. 12195 N. . 98 Avenue Hialeah Gardens FL 33018 COVERAGES CERTIFICATE HOLDER City of Miami Shores Bldg & Zoning Dept. 10050 NE 2nd Avenue Miami Shores FL 33138 ACORD 25 (2009/01) MIAMSHO DATE (MM/DD/YYYY) OP ID 09/01/10 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 INSURER A: FCCI Commercial Ins C INSURER B: National Trust Insurance Co. INSURER C: FCCI Insurance Company INSURER D: INSURER E: CANCELLATION NAIC # 33472 20141 10178 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. w •awrSwa i+vvnv vvnrvnnuvn. ear lights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) 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 -05, titled "Sectional Garage Door", dated 01/19/01, with last revision D dated 12/24/08, 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- 0915.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as appioval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAG' FR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09- 0128.05 Expiration Date: October 4, 2011 Approval Date: March 25, 2009 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 - 05, titled "Sectional Garage Door ", dated 01/19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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. 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI 08 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08 1106.05" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 - 966, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per, per FBC, TAS 203 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 972/974, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01 0620.08" 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 Faroo • , P.E. E -1 Carlos M. U e ra, P.E. Product Control Examiner NOA No. 09- 0128.05 Expiration Date: October 4, 2011 Approval Date: March 25, 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 GI55 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 0915.10, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 10/04/11. E -2 4/1 Carlos M. U'trera, P.E. Product Control Examiner NOA No. 09- 0128.05 Expiration Date: October 4, 2011 Approval Date: March 25, 2009 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -02/05 BASIC WIND SPEED: V = 146 MPH IMPORTANCE FACTORS: I = 1.0 DIRECTIONALITY FACTOR: Kd = 0.85 EXPOSURE CATEGORY: = C GARAGE DOORS ONLY (BASED ON INFORMATION PROVIDED BY CLIENT) O 'loo CLIENT: -3; B. @O JOB: Le, reff Svo Q. /gds Svc 9S S 'omit' Sh[n2s, F- 3.138' /t NOTES: BUILDING HEIGHT: 1� 7 LOADS, POSITIVE AND NEGATIVE ARE DOOR SIZE: zit qrr 4 [ � f m TAKEN AT MEAN ROOF HEIGHT AND o APPLY TO ALL FLOORS. MAX. DESIGN LOADS -PSF BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH EXPOSURE I 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. ,( +) rNT. -) EXT.( +)I INT.( -) EXT.( +)I INT.( -) _ __ EXT.( +) INT.(-) EXT.( +)I INT.( -) EXT.( +)DINT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +)I INT.( -) EXT.( +)I INT.( -) 15 3.5 i 56.3 41.8 , 52.8 40.0 ' 49.3 40.5 49.9 39.3 t 47.9 .8 39 48.5 40.5 41.0 52.7 53.3 39.9 1 51.4 40.3 1 52.0 38.3 48.2 38.8 48.8 36.7. 45.1 37.2 45.6 37.6 46.2 38.0 46.7 36.1 1 43.8 36.5 44.3 37.0 ; 44.9 37.4 45.4 37.8 1 45.9 16 17 44.8 58.4 44.0 1 56.9 42.3 1 53.4 45.3 1 59.1 44.5 + 57.6 42.8 1 54.0 41.0 50.5 40.2 1 49.0 41.5 53.9 40.8 52.6 41.3 53.2 39.2 ; 49.4 39.7 49.9 18 19 45.8 59.8 45.1 1 58.3 43.3 54.7 41.5 , 51.1 40.7 49.6 42.0 54.5 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 1- 53.8 40.1 ; 50.5 38.5 47.2 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 t 46.4 38.7 46.9 39.1: 47.4 21 47.4 61.8 46.6 1 60.3 44.7 � 56.5 42.9 52.8 42.1 51.3 43.4 56.4 42.7 55.0 41.0 51.6 39.3 48.3 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 55.6 41.5 52.2 39.8 48.8 23 48.4 i 63.1 47.6 61.6 41 45.7 ' 57.8 43.8 54.0 43.0 52.4 44.3 57.6 43.6 , 56.2 41.9 52.8 40.2 rt 49.4 39.5 t 48.0 24 25 48.9 63.8 49.4 64.5 48.1 62.2 46.2 58.4 44.3 54.6 43.5 1 53.0 44.8 58.2 44.11 56.8 --4- 44.6 57.4 42.4 53.3 42.8 53.9 40.6 + 49.9 + 41.1 50.4 39.9 ' 48.5 40.3 49.0 48.6 62.9 46.7 59.0 44.7 55.1 44.0 53.5 45.3 58.8 TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. I JAVAD DADE COUNTY AHMAD f CIVIL FLA. PE # 70592 C.A.N. 3538 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER 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). , i OCT er 2 5 201 0 I AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE a 1 C MIAMI, FLORIDA 33174 I TEL. (305) 264-8100 FAX. (305) 262 -6978 I AFC -28 I L DOOR HEIGHT CONSISTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 6' -g" 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" - 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 16" 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" 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' 6 SECTIONS 18" 4 SECTIONS 21" { VLIYILr . IILL 1 r T H "LZ , 8' -0" DOOR HEIGHT FIVE SECTIONS DOOR 16' -0" DOOR HEIGHT I it mm i II I A A C "S l ji / _ "8 , 1 ID 1 A l "BL "LZ _ __ • v' Y II nii• ,.< \ ... OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH I --.A COLONIAL DESIGN OPTIONAL FLUSH FAC WOOD GRAIN DESIGN 3" X 1-1/2" X 6-1/2" X .1" STEEL FASTENED TO END STILE WITH (2) #14 X 3/4" SMS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE 71" GALV. STEEL D ROLLER HINGE X14 X 5/8" SMS LOCK 7 -1/2" X.071" GALV. STEEL CENTER W/ (4) #14 G 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 OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE ■ THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 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 IS USED -IN- DESIGN OF ANCHORS INTO WOOD ONLY. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE if 16557 CAN. 3538 0 O 0 U, z 0 w w DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS WITHOUT WINDOWS) — 70.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (DOORS WITH WINDOWS) — 64.0 PSF Pint •4'1 WIMP 40 comply* wita Ito Firotte Build* Ode Asoapecoa �7/rFl Z CO O Q 2 N re 0 iii O W el o a U X W W 0 LL O U d O c l Is- G 0 aQo O NE re ... 0 Q WLL W(4 - IL J 0cr,Q Q W r -I I F O N O N C 0 N 0) 6 I rn 0 m Q I t I 0' i/I w( io v ao • o LLIV Z I to W m CO O) p I I O z Lo W M Q CV Q Cr? 0 C 0 a a U N d 0 T G) 0 0 �C Ui 2 0 U U 0 a a 0 0 C m 0 U 0 C .0 U r drawing no. 01 -05 (sheet 1 of 5 SECTIONAL GARAGE DOOR REV. PER BCCO COMMENTS UPDATED FOR 2004 FBC UPDATED FOR 2007 FBC FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. 1 - 3/16" EDG 1.9" X 2.1" ' 3.3" X .102" STEEL TRACK 137 SEE SHEET 3 FOR SPACII' 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. LOTTED M.S. & LOCK NUT • STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET _ #14 X 5/8" SMS 4 PER HINGE 7/16" PUSHNUT_ INSTALLED ON ROLLER SHAFT OPTIONAL STOP MOULDING BY DOOR INSTALLER .024" STL. PANEL SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 1/2" X 1 -3/4° X .059" FORMED STEEL —GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS ® 12" O.C. 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS #14 5/8" S.M.S. 4/ 7-1/2" X .071" GALV. STEEL CENTER HINGE SECTION B —B INTERIOR SIDE OUTSIDE OF DOOR 3/4" X 2" X 2 -1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE POP RIVETS 7 -1/2" X .071" END ROLLER HINGE EDGE DISTANCE be 1 -3/16 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 4" O.C. ANCHORS: A) 3/8" DIA. POWER —BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HI C SI EEVF BY 'HILT!' 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 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM Engr. DR. HUMAYGUN FAROOQ STRICTURES RA. PE # 16557 C.A.N. 3538 END STILE PRODUC.1 MEW= et complying will% guildiag Code AcceS00 No r? Enpintion Z CO m ; 11 2 N IX O a. o O w m O LI • O M O N N21 O I w 3U. v.V -0 — to < 5 E W rn C 0 y • rn 0 9 CO O LiJ Q J La CO W (n a O� �O z LO CO (7) J 0 — i N U) m c C O a U w a� 0 .0 0 . 0 0 0 0 m 0 ui N 0 0 o N 0 0 in drawing no. 01 -05 sheet 2 of 5 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 B5 B6 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' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" CO 0_ 0 2 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. 1001601 .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. GLUED TO PANEL AND FASTENED TO HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL 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.0.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) 1114 X 5/8" SMS MIN. .024" ROLL FORMtt; `TFEL 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 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 Z Z W 0 0 m TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXEEDING 8 FT. IN HEIGHT II A + 1 A +J HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK *— SECTIONS ARE NUMBERED STARTING AT THE BOTTOM . FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS Engr: DR. HUMAYOUN FAR,OOQ STRUCTURES FLA. PE # I6557 G.A.N. 3538 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" O.C. REST AT 9" O.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 P'ROEUt Z Kt. `fzFJCs es C Abe F Monessoss F! Expiesdoe 2:1 z 0 - t- w W re O > w C 0 0 0 Cr) 0 U , .; a) 0 m O 0) O 0 0 O U a CO CD co .0 drawing no. I 01 -05 sheet 3 of 5 ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILT1' CONC. 1 -1/4" 8" 2" 3/8" HLC SLEEVE BY ' HILTI' FILLED BLOCK 1 -1/4 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2 -1/2" 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 WAIIS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOUD 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 SW WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 16" O.0 INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 13" O.C. IN1 O On PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPAC'!' OF 11" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" 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 'I1W' WITH SPACING OF 23" 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 13" O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST. 15" 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 12" O.C. 1 -1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM mc 1 -1/2" 5/16" DIA. BOLTS — WITH WASHER & NUT AT 12" O.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" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE EDGE GIST. 1 -1/2" CONCRETE f'c = 3000 PSI MIN. , C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 2-1/8 X 1 ° X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8 TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr. DR. HUMAYOUN FAROOQ l STRUCTURES, FLA. PE.'# 1 6557 C.A.N. 3538 JAN 1 3 200 PXODUCt MEY11$D ea 410.9iyie With Ste }twits Assepftivabib toil Sri J Z 0 0 w C/) fi U) C 0 co . L_ CO 0 W M Q J U i Z I— CO w CI 0, I O Z � Q ¢ l!) 0) LLI — _ 0 0 o � N m co I m 10 M C 0 a • U y a� v a a) 0 0 0 C 0 co m 0 U E U) cc cc N 0 t U ) drawing no. 01- sheet 4 of 5 a O 0 O w w t 1 lit I 1 ! 1 IIII I I I 1 1 1 IIII IIII 111 DOOR PANEL /— 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER ••••\111‘1•11 . 01lI I I 1 1 • \—(4) #8 X 3/4" SMS I 1 I \ . O 1 -3/8" FROM ENDS III 1 s " . \ AND 6 -1/2" 0.C. MAX. #8 X 3/4" SMS 3/8" FROM ENDS AND 7" 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 CAD 1 -3/8" FROM ENDS AND 6 -1/2" O.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. DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4 SMS 0 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. MEM \ u 15/16" MIN. GLAZING BITE * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE . EVIDENCE PAGE 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW WIDTH .175 X .062 DEEP GROOVE EXTERIOR D.L. OPG. * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1 .144 1 wcrid..�va- vi^vib AI I. steai�sisi�wa��. r a Engr. DR. HIJMAYOUN F'A><1O STRUCTURES FLA. PE .16557 C.A.N. '3538 1.725 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION .250 • rF :. (..�� . �1 1-117 3341`1LJ W'dC3 Q' 9 $R` e' i Fkdde Dad61a Coe O 1- W W • 2 - O O Ui - U i • a O i.") to co o py o . ca ce (n 0 Q W LL W U) J O Q W�� ) 0 0 U 0 C x cc 0 0 W )— 7 0 .0 drawing no. 01 -05 sheet 5 of 5 Miami Shores Village AMP APPROVED BY ZONING DEPT BLDG DEPT ■■• DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS