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WS-14-2009Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219655 Permit Number: WS -9-14-2009 Scheduled Inspection Date: September 25, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: JEFFREY KOLOFOFF, EMILY Work Classification: Garage Door 00 A 171C1 ITC Job Address: 150 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360100040 Project: <NONE> Contractor: JB GARAGE DOORS INC Phone: (305)751-3642 tsunamg uepartment comments REPLACE GARAGE DOOR. INSPECTOR COMMENTS False September 24, 2014 For Inspections please call: (305)762-4949 Page 16 of 34 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 24, 2014 For Inspections please call: (305)762-4949 Page 16 of 34 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20ki BUILDING Master PermitNo` IT APPLICATION APPLICATION Sub Permit No. ® LIILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 150 NE 108th Street rte Mlami Shores County L&Ml Dade Zip 33lt i Fo1iaJParceltt 11-2136-009-0040 is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type;. Mood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder); Emily Bradfute and Jeffrey KolokoffP do ; 786.837.3333 Addres4:150 NE 108th Street city: Miami Shores State: FL 7jp: 33161 Tenant/Lessee Name: n/a Phoned: Email:. emily@buckner-shifrin.com CONTRACTOR: Company Name:. Address: 1.�)_ `C1 Is W City: Qualifier Name: State Certification or Registration #: of Competency t DESIGNER: Architect/Engineer: - Phones, - Address:�s C1 State: Zip: Value of Work for this Permit: $ -795 _ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: CO Submittal Fee;! a Permit Fee $ ! kO CCF $ Q6 q® CO/CC $ Scanning Fee $ r�� _.. . -00 Radon Fee $ ` � DBPR $ W Notary'$ Technology Fee $ ® Training/Education Fee $ Double Fee Structural Reviews $ , Bond $ TOTAL FEE NOW DUE $. (Revised02/24/2014) 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with 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 isiss ed. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing ins umen was acknowledged before me this day of 20 114 by Eyn�ly [5o"�liy1�. , who is personally known to me or who has produced FL Di-- as identification and who did take an oath. • FRAWA D. LABRAL My COWSSION # EE 832434 EXPIRES: September 4.2016 Signature CONTRACTOR The foregog instruum�mennt was acknowledged before me this + - day ofcJfSi�� ' "� 20 by who is personally known to m�2 or who has produced as identificati n,:and who did take an oath. NOTARY UB61C: - Sign:_ Print: Seal: MaNbel Musteli& My Commission EE 82664 Expires 03125/2016 APPROVED BY 1W 711 & /14/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) QB c t„ T►Dara BUSINESS CERTIFICATE OF COMPETENCY 001 -'J B GARAGE DOOMS INC D.B.A.: B RGER .JOSEPH CHARLES Is cerfiBed under the pmvislons of Chapter 10 of Miami -Dade County QUALIFYING TRADES) 0022 GARAGE & INDUS DOOR r .pts K Saias RE am s�remoyofft 'fie wrw,,,am�a�.�reem�ars nrra- em" wtore am v res hmeh CERTIFICATE OF COMPETENCY Bk;WAR[ JOSEPH C BERGER m GARAGE DOOR JB GA N, b0O R INC CC# 11 -GD -17675-X Ref. 26727228 Expires 8/31/2016 Ctrl# 16-20526 JB GARAGE DOORS INC 12195 NN 98 AVE HIALEAR GARDENS rL 33018 a 1 9 4 i r f i i r v JBGAR-1 OP ID: JB '4 'GPM", CERTIFICATE OF LIABILITY INSURANCE DATE(M2/20 14 09/02/20 4 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 pollcy(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 MDW Insurance Group Inc 362 Minorca Ave Coral Gables, FL 33134 CONTACT NAME: Aileen Acosta a/c°NN .305-444-2324 a No : 305-4444980 E-MAIL ADDRESS: aacosta@mdWinsurance.com INSURERS) AFFORDING COVERAGE NAIC # GL0017106-01 I INSURER A: National Trust Insurance Co. 09/01/2015 INSURED DAB Door Company, Inc. & JB Garage Doors, Inc. 12195 NW 98th Avenue INSURER B: FCCI Insurance Co. INSURER C: INSURERD: Hialeah Gardens, FL 33018 INSURER E: GENERAL AGGREGATE $ 2,000,00 INSURER F: $ COVERAGES CERTIFICATE Nl1MRFR- RFVICInN NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue POLICY NUMBER POLICY EFF MM/DD POLICY EXP M/DD LIMBS A X COMMERCIAL GENERAL LIABILITY CLAIMS MADEFX] OCCUR X GL0017106-01 I 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTEU- PREMISES occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL$ ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY a JEC LOC OTHER: GENERAL AGGREGATE $ 2,000,00 PRODUCTS -COMP/OP AGG $ 2,000,00 $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS X AUTOS CA0027866-01 09/01/2014 09/01/2015 COMBINED SINGLE LIMIT $ 1,000,00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per ac /dent $ A X UMBRELLAIJAB EXCESS LIAB X OCCUR CLAIMS MADE UMB019603-01 09/01/2014 09/01/2015 EACH OCCURRENCE $ 5,000,00 AGGREGATE $ 5,000,00 DED I X I RETENTION$ 10000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EI (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A I PER OTH- STATUTE F ER E.L. EACH ACCIDENT I $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT I $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) Certificate Holder is listed as Additional Insured on the General Liability Insurance when required by written contract for operations being performed by the insured. CERTIFICATE HOLDER CANCFLLATIAM ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Miami Shores Building & Zoning Dept. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVEI �W- A4411, Miami Shores, FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD -a W( ' - 11-d - 9M1:;1] Miami Shores Village APPROVED By DATE ZONING DEPT BLDG DE 1 71 to SUBJECT TO COMPLIANCE WITH ALL FEDERA`. STATE AND COUNTY RULES AND REMILATIONS ONE 09/08/2014 11:13 3053629272 HURRICANE MASTER PAGE 01/01 ALP4FAR00Q CO*RPOR AT I O N U. CONSULTING ENGINEERS & PRODUCT DEVELOPMENT County : Wind Speed: Risk Category : Exposure Category 1. Client 2. Project Name: 3. Project Address: 4. Building Height: WIND LOAD 37ABILES FOP, COMEQNENIS & CLAD WIND STANDD- ASCE 7-10 FBC 2010 E1'TION GARAGE DOORS ONLY Broward/ Palm Beach 170 MPH it C B Com e hoop -L It -M v Ka of /S_o 'N6 16b" M-A,W 5&Aff L � CITY t SFATE, lig ((a- (Sec Figure l above) 5. Door Size. (Residential Projects Only) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS' THAN- 25- FEET. - Notes.- - h = Eave height for roof slope <_ .1 0 degree. -.Table above shows maximum design load for shown building height in end gone. For any other conditions/zones, design loads to be evaluated on project basis Disclaimer This document is not valid without rhe embossed seal of an eggineer employed by Al-Farooq Corporation No portion of this document may be used or reproduced in any manner. (except. however, for than portion gfASCE 740 set forth herein). .... .. . ...... . . . . ...... 5� �• 201 JAVA)) AHMAD, P.E. FLS! 705.92 Ell CAN # 3538 1235 SW 87th Avenue I Miami, FL 331741 T: 305.x64.81001 F:1W..Z6'2.10791 www.i*bogg i4m alTarabq�al!c�ng.�oin MIAMNiaADP MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 • - AFFAIRS (PERA) Miami, Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA.y.miamtclade.eoy/Dere/ 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 and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails_ to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 91- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCIIMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with Iast revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and &we has beesa..... no change in the applicable building code negatively affecting the performance otthis product. • • • • • ..... .... ...... TERMINATION of this NOA will occur after the expiration date or if there ha; bei n a revision or change • in the materials, use, and/or manufacture of the product or process. Misuse of this j�QA as ar4endgrseme4t& •. any product, for sales, advertising or any other purposes shall automatically termhatewthis NOX?allure to.... comply with any section of this NOA shall be cause for termination and removal of-WOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cdub4 _ Florida; an$ folloV d : • by the expiration date may be displayed in advertising literature. If any portion (F& tlOA � displayed, llgi; it shall be done in its entirety. • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the mgttufztcturer of Ilse a • • • distributors and shall be available for inspection at the job site at the request of the Building Mial. This NOA revises NOA # 11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0110.06 rtwMt�Aaacountrr Expiration Date: August 9, 2016 APP ROVED I Approval Date: March 1, 2012 8��2!Z Page 1 DAB Door Connimnv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 1. Test reports on. l) 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 084182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted 01-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. Gee* -**-Got • 6 • C. CALCULATIONS "Submitted under NOA # 09-0128.04" "" """ 1. Anchor verification calculations prepared by Al-Farooq Corporjapn, corpplying wit • • • • F:B.0 2007, dated 12/19/08, signed and sealed by Humayoun`Fm8q, P.1 ""' 60.06• 6 ..• ..0.• .. .. G. . ...... D. QUALITY ASSURANCE • . . . . ...... 1. Miami -Dade Department of Permitting, Environment, and RegdAry Ams (PER+) • •o rlos M. Tftrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29%2007 and expiring on 11/29/2012. ' 3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05-0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27%2004, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. 0000 . . 0000 0000.. F. STATEMENTS • • • • • 0. 0000 0000.. 1. Statement letter of code conformance to 2010 FBC and no 000Zinterest, issued by 0000.. -Farooq Corporation, dated 10/26/2011, signed and sealed by4wi pd Abmac P.E. • • 0000 . 0000 0000. 0000.. 0000 0000. 0000.. 0000.. .000.0 .. 0000.. 00 0 •.• • • .so d2At/.17- Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016' Approval Date: March 1, 2012 E -2 DOOR HEIGHT CONSISTS OF 6'-6° 2 SECTIONS 18" 2 SECTIONS 21" 8'-9° 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - 7'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 2il' 8'-6" 1 SECTION 18" 4 SECTIONS 21- 1"8'-9" 8,-g" 5 SECTIONS 21" - 9' 8 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" W-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'-91 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 1$" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14'-8" 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--g- 9 SECTIONS 21" I - 16' 16 SECTIONS 18" 14 SECTIONS 21" 7- .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO—PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6"X3"X0.1" LAJ STEELPLATEWITH (2) #14 X 5/8" SMSO BRACKET BRACKET STD. UFT DO77-7Z/,8- LOW HEADROOM DOOR OPTION X 3-1/8" X .010" STEPLATE WITH (4) #14 X 3/4" SDS END STII F J \I LOCM BAR GUIDES `L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 1 ST X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE TOP FIXTURE 5-1/2° X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/167 18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4 SELF DRILLING SCREWS TO BE INSTALLED AT fl�ENTER STILE CENTER STILE OPTIONAL VENT - A •••••• (3) 5" WIDE AT 7 O.C. MAX. OPTIONAL tiL %W:FACE OPENING AREA NOT TO EXCEED WOOD GRA" pg§l•GN 120 SQ. IN. [COLONIAL DESIGN • • • MAX. DOOR WIDTH : . • • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR -STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL 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. 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 PRO M+Cr RLM3913 rn coo0yiAB vvM the Fladds Banding Cade !64 Prodi Coatrd ZOD G Lu N a H ia p° M a� v o� �o �o 0 0 L146 ; 9 IL z N = M a LLI Of 0 0 00 a ,", © 69• • M •CD • �C C9 N •G o �l�It0 I�'■�f! l��I� h h��i IIT A A, �Z0 Z, R- 'CP) - 0 01Ld cn _ I '►�. - 9 l+l , �— OPTIONAL VENT - A •••••• (3) 5" WIDE AT 7 O.C. MAX. OPTIONAL tiL %W:FACE OPENING AREA NOT TO EXCEED WOOD GRA" pg§l•GN 120 SQ. IN. [COLONIAL DESIGN • • • MAX. DOOR WIDTH : . • • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR -STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL 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. 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 PRO M+Cr RLM3913 rn coo0yiAB vvM the Fladds Banding Cade !64 Prodi Coatrd ZOD G Lu N a H ia p° M a� v o� �o �o 0 0 L146 ; 9 IL z N = M a LLI Of 0 0 00 a ,", © 69• • M • �C C9 _ to to M LI -6 •G o : • ep3l •Lij �Z0 Z, . � J 04 n , " [lug �- o a drawing no. 01--09 sheet 1 of 5 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. d { 1-3/16" 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 1 1/2" MIN. 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 STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWEF3 TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) POSITIONED AT EYE LEVEL ONE PER BRACKET OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 3/4- X 2" X 2-1/2" X 18 GA. STEEL 6 PER HINGE END STILE, CONNECT TO PANELS WITH 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 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 X 5/8" S.M.S. F4"; HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7-1/2' CENTER HINGE SECTION B—B INTERIOR SIDE 24 GA. E 3/16" ALL FLAPS BENT OVER PANEL 7-1/2- X 3" X .071 END ROLLER HINGE 1/2" PUNCHED HOLES CSD 4" O.C. ANCHORS: A) 316" DIA. POWER -BOLT BY 'POWERS' • 2" MIN. EMBED INTO CONCRETE �.. • 1-7/8" MIN. • EDGE DISTANCE B) y3ZE" DIA. HLC SLEEVE BY 'HILTI' • 1--1/4" MIN. EMBED INTO CONCRETE OR F16114EVOBLOCK 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE • • • 0 4" MIN. EDGE DISTANCE INTO FILLED BLOCK. • • • • • • • as as CONCRETE f'c = 3000 PSI MIN. Gooses C-90 GROUT FILLED BLOCK fm n 2000 PSI MIND • • • R� �•� ANCHOR 'TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT no W 0 I 0 � w � � N as N O 0 O M Q OU t} c O a. Q Q vi 0 03 Ir O Q l� l9 U) 0 aW • 1.82" DIA. X .50"� EDGE DISTANCE POP RIVETS ;� �• , ' fin' -.' . o � • 7-1/2- X 3" X .071 END ROLLER HINGE 1/2" PUNCHED HOLES CSD 4" O.C. ANCHORS: A) 316" DIA. POWER -BOLT BY 'POWERS' • 2" MIN. EMBED INTO CONCRETE �.. • 1-7/8" MIN. • EDGE DISTANCE B) y3ZE" DIA. HLC SLEEVE BY 'HILTI' • 1--1/4" MIN. EMBED INTO CONCRETE OR F16114EVOBLOCK 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE • • • 0 4" MIN. EDGE DISTANCE INTO FILLED BLOCK. • • • • • • • as as CONCRETE f'c = 3000 PSI MIN. Gooses C-90 GROUT FILLED BLOCK fm n 2000 PSI MIND • • • R� �•� ANCHOR 'TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT no W 0 I 0 � w � � N as N O 0 O M Q OU t} c O a. Q Q vi 0 03 Ir O Q l� l9 U) 0 aW • 1.82" DIA. X .50"� NYLON/STEEL ROLLERS �} W/ .44 DIA. X 4-1/4- STEM Lr�gl ,JAYS ' AH' pgOp}' p>6ylfggp a CIVIL 111001ylif$flisFlori�A1 FLA. 'P@ 170092 N C.A.N. 3538 t Prodnct!CbulW drawing no. sheet 2 of 5 a nc N 0 r� 0 E to zd a N W O co 2 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' / 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. i" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET !-1 /2" X 4-1/4" X 13 GA. STEEL PLATES :D TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & 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 2" X 5-1/2" X .104" GALV. STEEL FASTENED W/ (4) g 14 X 5/8" S.M.S. TO PP R LLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED To VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM - OPTIONAL INSULATIONS: - BY 'DYPLAST PRODUCIS LLC' EPS -EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.O.A. #07-1107.08 OR z w ISO -25 POLY-ISOCYANURATE - DENSITY = 2.0 PCF HEIGHT N.O.A. #07-0301.10 B1 OR 63 - BY 'WSULFOAMLLC' B5 DENSITY = 0.92 PCF B7 B8 N.O.A. #07-1016.07 SECTION A—A 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 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" O.C. AND RUBBER WEATHERSTRIPPING m TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EX�gEEDING 8 FT. IN HEIGHT II II A HORIZ. TRACK LENGTH = 14 GA. GALV. STEEL TRACK HEIGHT PLUS 12" 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 DOOR * SECTION HEIGHTS z w BRACKET PLACEMENTS I:L L N o HEIGHT 3RD 4TH 5TH B1 B2 63 84 B5 66 B7 B8 6'-0" J"2 18" 1 B" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - W--6" 13J' 18" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" -- 7'-0" 21" 21" N/A 1" 11-3/4" 23" 34" 45" 55" 67" - 7'-6" 18" 18" 18" 18" 18" 1" ' 11-3/4" 23" 34" 45" 56" "-1/4- 67" 1 /4" 8'-0" 8'-0" 21 " 18" 18" 18" 21 " 1 " 11-3/4" 23" 34" 45" 56" 67" E78 -1/4"I *-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 • • (4) 1/4" BOLTS & NUTS.RT� • • • • • • vii •• • VERTICAL LIFT HIGH LIFT STANDARD LIFT CIVIL FLA. PE # 705J2 CAN. 538 000, 0,10�� LOW HEADROOM DOUBLE TRACK PRICOUCT IRBVUE roompbft wl* theFlodda A��12: )1bAft alIP11� (j. 40)0 I z w C � W N I:L L N o U' O m • �iJ O� uj eY m M 0 OaaQ° _ �a 30 N 00 OR ll. _Z�^ M Jz d LM k' W O O t7 M • • � • �iJ O uj eY m • ••• _ �a ,Q01 00 OR acc: � • 13J' g • • (n m • 04 '**me crowing no. 01--09 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 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" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 16" 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 14" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 16" 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 'nW WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" 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 STEEL STRUCTURE BY OTHERS AT 12" O.C.7 BY DOORPSYS� E LOADS IMPOSED 6 16" DIA. BOLTS WITH WASHER & NUT p e, AT 12" O.C. MAX. 1-1/2u I 1-1/2' I I CONY.4STEEL—AN/GLE X 14 GA 12 GA GALV. STEEL FLAT BRACKETS f3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO COM. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBED ISPACING EDGE DIST. 318" HLC SLEEVE BY 'HILTI' CONC. 1-1 4" 8" .1-5 318" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4" 8" • 4►' • 3/8" DYNABOLT BY ITW' CONC. 1-1/2 8" 2" 318" DYNABOLT BY 'ITW' FILLED BLOCK —1 ---1 2" 8" — ¢' 3/8r, POWER—BOLT BY 'POWERS' CONC. 2" 8" • t�1' 3/8' SLEEVE—ALL BY SIMPSONS' CONC. 1-1 2" 8" 4.7 8" CONCRETE Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK fm = 20th:P31:MIN. •• •• DIST. • • • 1-1/2- 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 'C141L- FLA. PE #70592 `CAN. I"'534 PAVWL a !W tiM ss bowlIftift wits dw pis" NaJld/ milln P Conttw Iy�;V o � Q Z n o� Z �y W 4 a N O p fM N Ov d o Mo p IL q ri 0 O 010 -Da LLIto0 LI. N 0 J.G W ei L 0� co 0 O O 4 • •• < •• •~ V) Z A 00 Ld (A) 0) 0 0• .0 •�•,� a Lo ®, 07 0) Cg • 10• drawing no. 01-09 sheet 4 of 5 it AN DOOR PANEL 24 GA. (.024) STEEL MIN. II 1-7/16" DIA. WASHER J �#8 X 3/4" SMS _ J O 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA, (.024) STEEL. MIN. 0 * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 5d0 fes -x-.250 rn 0 I O h W � U 0 III N 1,765 1.725a a N 1.144 a Ov 176 F� 1800 O Q M 0 IL D EXTERIOR FRAME * INTERIOR FRAME N o, N RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 3 � EU) -- M � aWa�s� INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS —.175-.X .062 DEEP WINDOW WIDTH igr: JAVAD' t FHMAD , CIVIL FLA. PE 70532 C,kN•. `CJI Q Tz%% PRODUCT ttEVISOD gm w Y the Ftor#da AmMIs aft No IIID G lla �r Pt�nCo pi w I O O O ro Q tel, #8 X 3/4" SMS 4! • > _j 004 * 3/8" FROM ENDS LL.• AND 7" O.C. MAX. �W•m _j 1• • F j ! { ��� (4) #8 X 3/4" SMS J Nil l! ® 1-3/8" FROM ENDS i III ! 1 AND 6-1/2- O.C. MAX. I jlj! I i U. - • • Ijlj I L I I .175 X .062 DEEP Iil! i!I! GROOVE !Ni illl 1/4" POLYCARBONATE LEXAN 1;1 BY SABIC INNOVATIVE PLASnCS j ! j NOA #08-0305.02. � 1111 y� 6 O O o i•I Iih Ijlj I!I! I!I! IIlI !!ij Lill 'I=I 175 X .062 DEEP GROOVE C III 1�► t iii � (4) #8 X 3/4" SMS 1-3/8" FROM ENDS I ► I °! I AND 6-1/2" O.C. MAX. t i J �#8 X 3/4" SMS _ J O 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA, (.024) STEEL. MIN. 0 * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 5d0 fes -x-.250 rn 0 I O h W � U 0 III N 1,765 1.725a a N 1.144 a Ov 176 F� 1800 O Q M 0 IL D EXTERIOR FRAME * INTERIOR FRAME N o, N RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 3 � EU) -- M � aWa�s� INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS —.175-.X .062 DEEP WINDOW WIDTH igr: JAVAD' t FHMAD , CIVIL FLA. PE 70532 C,kN•. `CJI Q Tz%% PRODUCT ttEVISOD gm w Y the Ftor#da AmMIs aft No IIID G lla �r Pt�nCo pi w 00. O O O ro Q • L j 1e) 4! • > _j 004 LL.• �W•m _j 00 C104 • F (r• 0 �• • • © Z •� `• •• Lo04 • • P • • • q1- 1 � o 0 8$1 drawing no 01-09. sheet 5 OT—5-1