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WS-14-1214
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 213911 Permit Number: WS -6 -14 -1214 Scheduled Inspection Date: June 19, 2014 Inspector: Rodriguez, Jorge Owner: WEBER, JENNIFER Job Address: 849 NE 92 Street Miami Shores, FL 33138- Project <NONE> Contractor: JUST DOORS & MOTORS INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060050050 Phone: (786)2004031 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 18, 2014 For Inspections please call: (305)762 -4949 Page 21 of 39 BUILDING PERMIT APPLICATION UILDING ❑PLUMBING JOB ADDRESS: 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 ❑ ELECTRIC ❑ ROOFING ❑ MECHANICAL 0PUBLIC WORKS S Aq N 12 S City: Miami Shores Folio /Parcel #: Is the Building Historically Designated: Yes Occupancy Type: Load: TED JUN 10 ZP14 FBC20tc Master Permit No. Sub Permit No. tA.)(3) t — 12-N ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS County: Miami Dade Zip: .`3 3 1 3 NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ��: r r elk") h d Phone#: '954- 6 . q 3 Or Address: 7 , 0 rr r.: e - r City: COM S S VC, e S State: \ Zip: Name: Phone#: Email: CONTRACTOR: Company Name: 7'0 54t Address: S ' s 46 CO: ,•,i` a cX. \)eoocs av,d 7-p`r- S cc`\r e 111 Qualifier Name: Vewq State: V-1 o v; ci c) Phone#: 7 A 6 20 0 4-0'3( Zip: 3 ©12 Phone#: §G 2-OD -D `/6 State Certification or Registration #: Certificate of Competency #: 04 SC) % DESIGNER: Architect /Engineer: Phone#: Address: Value of Work for this Permit: $ Type of Work: El Addition ❑ Alteration ❑ New Description of Work: City: State: Zip: Square /Linear Footage of Work: ® Repair /Replace Specify Submittal Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02 /24/2014) „r, sqa 4 G .... CCF $ DBPR $ Demolition Notary $ Double Fee $1 Bond $ TOTAL FEE NOW DUE $ 7q..66 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 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 commen ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th • ' • . ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature v OWNER or AGENT The foregoing instrum nt was acknowledged before me this day of u VLL , 20 14 (Opp per )` Q me or who has produced L 1 by , who is personally known to IVer It C .enSe, identification and who did take an oath. NOT PUBLIC: as Signature CO! vRACTOR The foregoing instrument w: s acknowledged before me this day of V ' 20 `- • , by e (l Pena , who is personally known to me or who has produced identification and who did take an oath. NOT UBUC: as S . .: i/ Y['LUZ Print. Seal: DIANA BRAVO Notary Public - State of Florida My. Comm._ Expires Mar 5.2017 Comndasion # EE875599 Bonded Through Naffed Notary Assn Sig Print: — IANA BRAVO Seal: Notary Pty - State of Florida My Comm. Expires Mar 5.2017 z Commission # EE 875599 '' � t s Bonded Through National Notary Assn * *•* * * * * * * ** APPROVED BY (Revised02 /24/2014) 0(0' Plans Examiner Structural Review * * * * * * * * ** Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: `. A, COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. C. COPY OF LIABILITY INSURACE* D. COPY OF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS-FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: 3-t� nA-0: BUSINESS ADDRESS: 11 o_ Wes 4 6 4.► ■ICITY STATE 10 „' a c ZIP CODE 3 301 2 BUSINESS PHONE: ( 7 ) 20 r, 4o 3 I FAX NUMBER (3 o S) 312- 11 3 ,2. G CELL PHONE ( 786 ) ©e c' ' p QUALIFIER'S NAME: ©A\c , 6k V e' vciii QUALIFIER'S LIC NUMBER: O E i\ 0 1 4 1 1 A� �® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1) 6/6/2014 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 First Choice Ins.& Fin.Svcs.Inc., 8315 SW 24th St Miami, FL 33155 CONTACT NAME: PHONE ).(305)265 -3446 FAX (A/C, No): E-MAIL E-MAIL S:Diane1is @f irstchoiceinsura,nceinc . com INSURER(S) AFFORDING COVERAGE NAILS INSURER A : GRANADA INSURANCE INSURED JUST DOORS & MOTORS, INC 2016 BAY DRIVE APT #403 MIAMI BEACH, FL 33141 INSURER B : 11/15/2013 INSURER C: EACH OCCURRENCE INSURER D : INSURER E : CLAIMS -MADE INSURER F : OCCUR COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THE POLICY PERIOD TO WHICH THIS TO ALL THE TERMS, INSR 1,7R TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) UMITS A X COMMERCIAL GENERA. LIABILITY 0185FL00054416 11/15/2013 - 11/15/2014 EACH OCCURRENCE $ 1,000,000 $ 100,000 CLAIMS -MADE X OCCUR PREMISES Ea occurrence) MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $ GEM. AGGREGATE POUCY OTHER: UMIT APPLIES j PER: LOC GENERAL AGGREGATE $ 2 , 0 0 0 , 0 0 0 PRODUCTS - COMP /OP AGG $ 0 $ AUTOMOBILE _ _ LIABILITY ANYAUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS AUTOS WNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ (PerO�dentDAMAGL $ $ _ UMBREUA EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) H describe under DESCRIPTION OF OPERATIONS below YIN NIA PER STATUTE I OTH- ER EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POLIO LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) INSTALL /SERVICES & REPAIR GARAGE DOOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 100500 NE 2nd AVE MIAMI SHORE, 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. AUTHO REPRESENTATIVE A ACORD25(2013/04) ©1}88 -2013 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered rks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tal: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full -time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Fleirida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Plehse check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner State of Florida ) County of Miami -Dade) ` Sworn t.b� d subscribed before me this 1 day of By o\4. Print Name: Signature: Con State of Florida ) County of Miami -Dade ) Sworn to • s d subscribed be ore me this icy rIRMday of UY1 204_. _'+l_ 01;1i7/1111 e • • `� res Co mission # EE 875599 By (SE T (SEAL ant+,,. : '' Sao W5t S JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 10 -11 -2012 EFFECTIVE DATE: PERSON: FEIN: 11/28/2012 EXPIRATION DATE: 11/28/2014 PENA DILBERT 204531029 BUSINESS NAME AND ADDRESS: JUST DOORS & MOTORS INC 2016 BAY DR # 403 MIAMI BEACH FL 33141 SCOPES OF BUSINESS OR TRADE: 1- DOOR AND WINDOW INSTALLATION - * IMPORTANT: Pursuant to Chapter 4.40 . 05(141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt.{j. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be eicempt end certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shell revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 11/28/2012 PERSON: DILBERT PENA FEIN: 204531029 BUSINESS NAME AND ADDRESS: JUST DOORS & MOTORS INC 2016 BAY DR ! 403 MIAMI BEACH, FL 33141 EXPIRATION DATE: 11/28/2014 SCOPE OF BUSINESS OR TRADE 1- DOOR AND WINDOW INSTALLATION - IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the noticei or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. H E R E QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. • :4,1 CP' JUN 09 2014 F.I.10 1 /2" 4! CHAIN UW FENCE N901XPAIW 70.60' 1/2" No I.D.) 0.651N • •4 •••• • mows I to , L■LLINCtilar. 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IL2.11.12 CL=1 = = IF 2:573 MI I I I I I I I I I I I I I I =PIR COMM 00 =BELLSOUTH sox =CALE sox ..cims BASH =OCNIROL YAM sox 69 =ELECTRIC BOX =ELECTRIC KO sELECTRIC SOME SIX '441 =EASING am= =fin HYDRANT =FLOM POWER & UCAT BOX & =HAMM SPACE ettLET IIII * .uotfr POLE * =IETAL uscr POLE =VOTARY MANHOLE ?I' =SARUM ESN =WATER METER =WA1ER VALVE CO, =WOOD POLE =DUMS1ER 1010•04:0=UGHT POLE 0 0 F.I.P. 1/ D 00 P1 K > I 2 ZtJ 0 0 0 M > 73 —I CA 0 M -n > r— r- 0 0 H F.I.P. 1/2" (No I.D.) uS arr GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) DADE COUNTY FLORIDA 146 MPH 3 -S •••• • • • •••• • • .• • • • • • • •••• • • •••• • • • • • • • • • • • • • • • • •• • • • • • • •••• • • • •••• • ••• • ECOND GUST WIND SPEED, EXPOSURE C i Door Width Door Hecht Mean Roof Height Design Pressure Door ,Width 8 Door Height 8 Mean Roof Height 15 Design Pressure Positive Negative Positive +40.9 Negative -51.1 8 7 15 +41.3 -51.9 9 7 +41.0 -51.2 9 8 +40.6 -50.4 16 7 +39.2 -47.7 16 8 +38.8 -46.9 7 +38.9 -47.0 18 8 +38.5 -46.2 7 16 +41.8 -52.5 8 8 16 +41.4 -51.7 9 7 +41.4 -51.8 9 8 +41.0 -50.9 7 +39.7 -48.2 16 8 +39.3 -47.4 7 +39.3 -47.5 18 8 +38.9 -46.7 7 17 +42.3 -53.1 8 8 17 +41.9 ' -52.3 7 7 +41.9 -52.4 9 8 +41.5 -51.6 +40.1 -48.8 16 8 +39.7 -48.0 7 +39.8 -48.1 18 8 +39.4 -47.3 • t9• 7 18 +42.8 -53.7 0 8 18 +42.4 -52.9 O. S• 7 +42.4 -53.0 9 8 +42.0 -52.1 4 7 7 +40.6 -49.4 16 8 +40.2 -48.5 +40.2 -48.6 18 8 +39.8 -47.8 dy 7 19 +43.3 -54.3 8 8 t9 +42.8 -53.5 9 7 +42.9 -53.6 9 8 +42.5 -52.7 16 7 +41.1 -49.9 16 8 +40.6 -49.1 18 7 +40.7 -49.2 18 8 +40.3 -48.3 8 7 +43.7 -54.9 8 8 20 +43.3 -54.1 9 7 +43.4 -54.2 9 8 +42.9 -53.3 16 7 +41.5 -50.6 16 8 +41.1 -49.6 7 +41.1 -49.7 18 8 +40.7 -48.9 H 7 21 + 55.4 8 8 21 +43.7 -54.6 9 7 +43.8 -54.7 9 8 +43.3 -53.8 16 7 +41.9 -50.9 16 8 +41.5 -50.1 18 7 +41.5 -50.2 18 8 +41.1 -49.3 8 7 22 +44.5 -55.9 8 8 22 +44.1 -56.0 9 7 +44.1 -55.1 9 8 +43.7 -54.3 16 7 +42.3 -51.4 16 8 +41.8 -50.5 18 7 +41.9 -50.6 18 8 +41.4 -49.7 8 7 23 + 44.9 -56.4 8 8 23 + 44.5 -55.5 9 7 +44.5 -55.6 9 8 +44.1 -54.7 16 7 +42.6 -51.8 16 8 +42.2 -51.0 7 +42.2 -61.1 18 8 +41.8 -50.2 7 24 +45.3 -56.9 8 8 Z4 +44.9 -56.0 9 7 +44.9 -56.1 19 16 8 8 +44.5 -65.2 16 7 +43.0 52.3 +42.6 -51.4 1 18 7 +42.6 -51.5 18 8 +42.2 -50.6 8 7 26 +45.7 -57.4 8 8 25 +45.2 -56.5 KM 7 +45.3 -56.6 9 8 +44.8 -55.7 16 7 +43.4 -52.7 16 8 +42.9 -51.8 18 7 +43.0 -51.9 18 8 +42.5 -51.1 Notes: 1) Design pressures calculated using calculation procedures listed in ASCE 7 -05. 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building. 3) Calculated based on enclosed building, any roof slope. 4) Importance factor 1.00, residential application. 5) for mean roof heights less than 15', use 15' pressures. 6) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston- Salem, North Carolina 27102 -0288 165 Carriage Court. Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). TaNOA shall rapt be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami bade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right toy have this 3:rpdupt or material tested for quality assurance purposes. If this product or material fails to perform in the opted manner, the manufacturer will incur the expense of such testing and the AHJ may iuitilbtliately,rbvokt, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the ijglj to revoke this acceptance, if it is determined by Miami -Dade County Product Control Swam that t$ig pc8duct or material fails to meet the requirements of the applicable building code. This productis coved as described herein, and has been designed to comply with the Florida Building Golle,•ipcluding the High Velocity Hurricane Zone. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 248 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ •:RIPTIOi�� 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option ABBRbVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 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. Utters, P.E. NOA No. 12-0110.06 Expirations Date: August 9, 2016 Approval Date: March 1, 2012 Page 1 . DAB Door Comm?. 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 Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •••• • B. • • • BESTS "Sttbmitled wider NOA 11 09- 0128.04" • • • • 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 Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • "S tonal Garage Door with Fixed Windows, prepared by Hurricane Engineering & • • • • • •• • • • Testing, Inc, Test Reports No. AETI- 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 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" • 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 09- 0128.04" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting; Environment, and Regulatory Affairs (PERA) E -1 /J 0 7rl7-0a- rlos irtrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 • DAB Door Comuanv. Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 •••• lja9f2012. • • • 3. ' .Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their • • • ; Ponded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring • '1'6E18/27/2008. •.,., 4. : lake of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their • • i • plast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on • • • • - 0?tll/2012. • • • • • • •;;; • : • 4 ' G lied 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. IIETI 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 -T25 , dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self-Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial Interest, issued by Al- Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. 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 (sheet 1 of 5 ) • • • • • • • • • • • • • • • • • • • •••• • • •0•• • • • • • •• • • • .•.• 0000 . • •00• • •• • • • • • • • • • • •• •• • • 0000 • • 0000 • • S. • • • • DOOR HEIGHT CONSISTS OF 6'-6° 2 SECTIONS 18" 2 SECTIONS 21° 6' -9° 1'SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21° — 7' -3" — — 7' -6° 5 SECTIONS 18" — 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" — 9' 6 SECTIONS 18" — 9' -3" 5 SECTIONS 18° 1 SECTION 21* 9' -6° 4 SECTIONS 18" 2 SECTIONS 21" 9' -9° 3 SECTIONS 18° 3 SECTIONS 21" 10' 2 SECTIONS 18° 4 SECTIONS 21" 10' -3° 1 SECTION 18" 5 SECTIONS 21° 10' -6" 6 SECTIONS 21" — 10' -9° 6 SECTIONS 18" 1 SECTION 21° 11' 6 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" 6 SECTIONS 21" 12' 1 SECTIONS 18° 6 SECTIONS 21" 12' -3° 7 SECTIONS 21" — 12' -6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9° 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18° 4 SECTIONS 21° 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 18° 7 SECTIONS 21" 14' 8 SECTIONS 21" — 14' -3" 6 SECTIONS 18" 3 SECTIONS 21° 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' -9° 9 SECTIONS 21" — 16' 6 SECTIONS 18° 4 SECTIONS 21" 7 -1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) # 14 X 5/8" SMS .071" X 2 7 -1 " GALV. STEEL W/ CENTER #14G� 1/2" SMS 2/ DOOR 1" W X .15" THK. LATCH SPRING- LOADED SUDE-BOLT tOCK (BOTH SID FASTENED W/ (4) # 14 X 1/2° S.M.S. 8" MIN. LOCK ENGAGEMENT CONFORMS TO 1012 REGARDING GARAGE DOORS TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4° SELF DRILLING SCREWS CENTER STILE OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE r -y- A a 111'i1, 8' -O" DOOR HEIGHT FIVE SECTIONS DOOR 1 B' -O" DOOR HEIGHT N, / 'e Milk 11 II a 1 [1:1 `— 1y1 CO le .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1° STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. L A COLONIAL DESIGN BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8° X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SOS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. 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 SHELL 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 j.RE NOT PART OF THIS APPROVAL 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. P OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING a + 50.0 PSF - 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT PRODUCT WORD rseangdybrg with the Pores Run* Cade NO ' OM Y <' 1:/! /y/i�J m © $ o ig I g/ O it gLth !Ps5 sti Er t T 8 W cD O co) r 0 to O • 0 v O W h. i 1 drawing no. 01 -09 ) 0 • • • • • •••• • • •••• • • •• • •••. • •••• • • •• • • • • • • • •• • • •••• • • •••• • • • • • •• 69:99 TNECTION OP WOOD BUCK TO,I ONRY SeE. ?40Tc ON SHEET 4 • • •••• •• •• • • •••• • • •••• • SOUTHERN PINE 0.55 S.G. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET 1 -3/ 6" 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS --= SEE SHEET 3 FOR SPACING 2--1f8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED MS. & LOCK NUT OPTIONAL STOP MOULDING BY DOOR INSTALLER SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL #14 X 5/8° SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL -.GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 6f 12" O.C. 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS EDGE DISTANCE 24 GA. STEEL PANEL 3/16° ALUM RIVETS 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. HLC SLEEVE BY 'HILTI' 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f c a 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm .. 2000 PSI MIN. POP RIVETS #14 X 5/8" S.M.S. 4/ HINGE ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2" X .050" GALV. STEEL CENTER HINGE SECTION B—B INTERIOR SIDE 7-1/2° X 3° X .071" END ROLLER HINGE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4 -1 /4" STEM 1/4-20 SS BOLT & NUT sr.�ya�a CIVIL • FLA. 'PE 70592' C.A.N. 536 • ;� tiQ • PROESUCT IMAM BallidiesCeds Aeatptubee /� Ab SECTIONAL GARAGE DOOR U z 4 4 N O� a gg o U. g o tog el c4flag 003E t id 2 v s v 0 W I- t 4 0 I ) drawing no. 01 -09 (sheet 2 of 5 • 2 rut. tclVtl, 2 -3/4" X 5 -1/2" X 3" X .104° GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (8) # 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 • SCREWS & NUTS. 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 HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXfEEDING 8 FT. IN HEIGHT A \114 -- A -.- iAi. it 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATE S H 4f WELDED TO 1 -1/2" X 1 -1/2° X 14 GA. AN GLE P°1 FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS HORIZ. J 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 TRACK LENGTH = OPENING HEIGHT PLUS 12" 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 14 GA GALV. STEEL TRACK VERTICAL TRACK 2 -1/8° X 1" X .080" SECTION A -A 2° X 5 -1/2° X .104° GALV. STEEL FASTENED W/ (4) # 14 X 5/8° S.M.S. TO ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION S. • • • • • •• • Q HORIZONTAL CEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16° POP RIVETS •..•. • • •.... • • • 5/16" MEETING RIB • 1.82° DIA. X .50° ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS— EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO-25 POLY — ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR By 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8° SMS DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 B5 Be B7 88 8' •O" 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" 58" 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" *— 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. MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL TRACK CONFIGURATION 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK A AtLAiiL / OK..QPTION$ EF.ngw JAVAD AHi AD `s FLA. PE # 711592 C.A.N. °,.11538 SECTION A-A BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1° S.M.S. 6) 48° O.C. AND RUBBER WEATHERSTRIPPING P • • • • • • • • • • • • • • •••• • •••• • • • • • • • •••• • • •••• • • •• • • • • • • • • • • • •• • • • •••• ••••• •••• •. •• • • •••• • • •••• • • •• • • • • • 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._1NI0 3000 PSI _CONORUE. _WUH 1:3/4" MIN. thew 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" Q.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 '11W' 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 if 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHAH. BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS • 64 5/18° 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 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. 1 -1/4" X 2-1/2" X 14 GA CONY. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY ' HILTI' CONC. 1 -1/4" 8" 1 -5/8" 3/8" HLC SLEEVE BY ' HILTI' FILLED BLOCK 1 -1/4" 8" 4° 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2" y8" DYNABOLT BY '11W FILLED BLOCK 1 -1/2" 8" 3-3/4" 1 -7/8" 3/8 POWER -BOLT BY 'POWERS' CONC. 2" 8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2" 8" 1 -7/8" EDGE CONCRETE f'C = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 1 -1/2" 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12° O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2-1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED //TO TRAC /K PLATES VI-" TRUSS SLOTTED 1M.S. & XLOCK NUT HD. ALTERNATE TRACK INSTALLATION • 'O FLA. PE # 70582 ,C.A.9 �,�538 PRODUCT MIMED as isomplyins wither) Hold* Buildieggeode Acoeplanoe No , .d /D ©,o i u F z 0 $ glOR O g IwiK U. 8g g gab 001 J � iiiz`°tos lx 0 0 W 0 U C 0 a 0 V A N c 0 r B 3 9 a 0 U 0 W k 0 I 3 drawing no. 01 -09 (sheet 4 of 5 ) \tom 0 l't I •••• -1 • • ..� -- • •• ..•• • • • •... •• • ••�••• • • • • S. • i • • •. •'.. -•••ie Li • • • •• •• i DOOR PANEL 24 GA. (.024) SIi.e.L MIN. 7/16° DIA. WASHER 41 i ',10\,,,1 �r. �1 ►1ti IO ttt1 p iii! aihli ?dt °-ttt lit�lf�� II ‘11F1 • :1: Ijl! t !i! I!ii :1:1 'I:I IIIi I!iI I!I! I!:1 •I.I i3',t3t►ltlttool 1 irk #8 3/8 3/4" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS 1 -3/8° FROM ENDS AND 8-1/2° O.C. MAX. .175 X .002 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .082 DEEP GROOVE (4) #8 X 3/4" SMS 8) 1 -3/8" FROM ENDS AND 6 -1/2" 0.0. MAX. #8 X 3/4" SMS 3/8° FROM ENDS AND 7" O.C. MAX. 7/18° DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. SMS 3/8° FROM " AND 4-1/2" 0.0. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. g x 1 * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4" MAX. WDW. WIDTH * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION a nc vatocur., ser {.a�vcwwrui.�� 1.725 p•- x-.250 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION ,____,,,..„...„,., _,.„ f i 0 �g INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE 15/16" MIN. EXTERIOR O.L. OPG. GLAZING BITE WINDOW WIDTH hqr JAVIID AHMAD , • CMI. • FLA. PE 70592 • C1A.N., PRODUCT uEVIS8D `" smra with the F .NO1 z O $ P g Rg � O I h ' * &4a g o iltig IL z W d � 0 8 W C) 0 w C 0 :F) C 2 a 0 U W r •v` ti i ) drawing no. 01 -09 (sheet 5 of 5