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WS-15-1292Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 381 NE 103 Street 1121360130280 EDIBIS NASELLO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Ueu EDIBIS NASELLO 381 NE 103 Street MIAMI SHORES FL 33138- - 381 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone GARAGE DOOR PROS LLC Type of Work: INSTALL NEW GARAGE DOOR AND REPLACE No of Openings: 1 Additional Info: Classification: Residential Scanning: 1 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $3.00 Technology Fee $1.60 Total: $120.20 Valuation: $ 1,600.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5-15-55757 06/03/2015 Credit Card $ 70.20 $ 50.00 05/28/2015 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFRAVIT: 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 -z... iing. Futhermore, I authorize the above-named contractor to do the work stated. Authorized Signath; Building Depa June 03, 2015 Owner / Applicant / Contractor / Agent bent Copy June 03, 2016 BUILDING PERMIT APPLICATION 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 F-IBUILDING ❑ ELECTRIC ❑ ROOFING F-IPLUMBING ❑ MECHANICAL OPUBLICWORKS mg 21 2015 B FBC 20 0 Master Permit No. LAjcS I S I Z. -q Z, Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A®'�jy <F� . City: Miami Shores County: Miami Dade Zip: a:�> k--�2 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�,A-t \ < G Phone#: d5 Address: City: $kQW k Ckoyy—S State: �L Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: q "CkA ":ZLII� City: Qualifier Name: Zip: �A c Phone#: P: _q r12R State Certification or Registration #: 4 S 9 S 0WC1 -?) Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ // ( ®0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 19 New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ l� • w CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $, (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ LiJ 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 is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /� 4 vfoy O � l Signature Signature OWNER or AGENT CONTRA R The foregoing instrument was acknowledged before me this day of _�1 20 by I ho s personall know o me or who has produced identification and who did take an oath. NOTARY PUBLIC: TAMMY J. GELLER Notary Public - State of Florida My Comm. Expires Oct 16, 2015 Commission # EE 13824 APPROVED BY (Revised02/24/2014) as The foregoing instrument was acknowledged before me this day of L 20-, by t1 ho is personally known to me or who has produced FL_ t &-M 4&.A � as identification and who did take an oath. NOTARY PUBLIC: _ Print: -.11 1 o� °e;% TAMMY J. GELLER Seal: = �: .° c Notary Public - State of Florida w„ cc My Comm. Expires Oct 16, 2015 Commission # EE 138246 r Pans Examiner Structural Review Zoning Clerk µ CTQB Construction Trades Qty Bowd BUSINESS CERTIFICATE OF COMPETENC 15BS00193 GARAGE .DOPR PROS' LLC D.BA.: AMARVIRAM Is certified underthe provisions of chWer 10 of Mwml- N f SEC. kE, %BUSINESI NT 1O0 PRC ,.1� C 196 x C B� sy1TAx c ( AVIRAM N TO 1 50 13BSe A6-15-0 Low ;aa�sa Tax Noah less BSc 'ceipt *Ienmit or 4.0cadoa Idem b Holder mast wild eal r r aoagu tel mg we of ais wbi A app(ir tole bas{a s ,a Tire NO be dbtp opal rcial Code Se <f._; pr�pora lobo tin r L�rE (MMIDQIYYw) A tom.. CERTIFICATE OF LIABILITY INSURANCE �It>Inllls THIS CERTIFICATE WISSUfED AS A FATTER OF INFORMATION ONLY A►Nt1 CONFERS Wo,Rl HTS U . ECR CATE' HOLDER. THIS CERTIFICATE `DOES NOT AFF�IAATIVELY OR AMENO. EXTEND OR ALTEIR THE COVERAGE AFF(�RDE 0 0Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCEpOES NOT CONS11TU7Iz A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER: IMPORTANT: If the csrtlHcate holder Is an ADDITIONAL INSURED, the PoRcy(t®sj must be endorsed. H SUBROGATION IS WAIVED, Subject to the terms and conditions of the policy, certain polcleS may require en endorMIM194 . A statement on Oft certificate does not confer riahts to the certificate homer in Ifou of such endorseman s . "e°aura jCONTACT JILwANIKOU essER' INSURANCE AUTHORITY INC - Sunrise FL PHOW PAX 8921 W Oaklaw Paris Blvd (AA No. EXU (964)742,0123 LAIC. No} SUMttise, FL 333517217 wre ssigta 0 INSURMAffORDINSCOVIERAGE NAICS NsuRERA 8 bib.Co. low INSURED $ q GARAGE DOOR PRC),$ LLC SURERC; 4884 SW 52nd St URER 0, Davie, FL 33314-5718 RERE: �NSURERF: COVERAGES CERTIFICATE NUMBER-. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE 113TED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED:ABM FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VATH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORTED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. L1M1TS SHOVVN MAYNAVE BEEN ROUCED BY PAID CLAIMS. INSIR LTIi TYPE OF INSURANCE L1 am = POLM NUMBER Y IN8i1RANCEAUTHOR no •SuMulWL LIMITS GENERAL LIABILITY. X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX� OCCUR 20PD=101'i ow=04 MI5 EACHW= TO KeNTED_UWAIJ PREMISE" SIAL MED E%P PERSON 85 PERSONAL$ADYBQJURY Sam GENERAL AGGREGATE GE XOLAGGREGATE LIMIT APPLIES PER, POLICY PRiY LOC PRODUCTS-COMPIOPAG7G AUTOMOBILE LIABILITY ANY AUTO AU_ OlM11VED SCHEOULEO AUTOS ALTrOS HIREDAUTOS' O O 81NEDSINGLE U IT E arddent " INJURY - BODILY INJURY (Per 0WIderM PROPERTY DAMAGE UMBRELLA LIAS EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE AGGREGATE DEO RETENTION $ RKERS CONIffASATION ANDEMPLOWFIS'LIAMILITY YIN ANY PROPAWTOWAI"ERM@XECUTniE OFFICERIMEMBEREXCL0090? F-1 Memlaboty In NH) Yes, tlesdlbelmd SCRIPTI{Nd OF OPERATIONS bwm NIA STATU- TORY Unit& EIt E.L..EAOHA T E.t. DISEASE -EAEMPLOYS9 E:L,.OISEASE • POLICY LIMIT DESCRIPTIONS OF OPERATIONS 1 LOCATIONS t YEIBCLES (AKWA ACM 101, AddWonal Ranalm ScMdule, 9MnON upzltia U Mq*ed1 15BS00193 CERTIFICATE HOLDER CANCELLATi0I+1 MIAMI SHORES BUILDING DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOWM ANY OF "M ABOVE DESCRI IED POLICIES BE CANCELLED ARE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOipiEO iIEPNiBBEMIAiiVE IN8i1RANCEAUTHOR no •SuMulWL 19T1We-Au1U#kwK17kAntrVCi flu". 1411ngrrmreserves.. ACORD 25 (2010/08) The ACORD name and logo are regleftred marks of ACORD ACOROs provided by Forms Bass. www.FormsBm.com (c) Impressive Pubbfiing 800-208-1977 JEFF ATWATER 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. EFFECTIVE DATE: 5/21/2015 PERSON: AMAR FEIN: 463060386 BUSINESS NAME AND ADDRESS: GARAGE DOOR PROS' LLC 4064 SW 52ND ST EXPIRATION DATE: 5/20/2017 AVIRAM FORT LAUDERDALE FL 33314 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14), 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 440.05(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 notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Garage Door Pros' LLC 4064 sw 52nd st, fort Lauderdale 33314 Tel: (954) 830-9661, Tool free: 1-888.458.9699 info&ggra gefl.com May 18TH, 2015 State of Florida County of Miami Dade To: Whom it may concern: Before me this day personally appeared Aviram Amar who, being duly sworn, deposes and says: That he will be the only person working on the project located at 381 NE 103rs ST, Miami Shores FL 33138 Sworn to and subscribed before me this _9iay offfi�lr 15 by Personally knows: Or Produced identification: 1/^ oe'%_ TAMMY J. GELLER a of ID: '2 ' "= Notary Public -State of Florida :� cpc My Comm. Expires Oct 16, 2015 :'Foy Fro Commission # EE 138246 Print, type or stamp name of notary ILI _.l! i _ A ■moi Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1vvL14G LV owner — vvvrKers toompensation insurance txem tion 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 Florida 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 and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part -rime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature:v , _tl 0 Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of , 20 BYw is personally to or has produced as identification. I ±=6,P�� 'U`�C,' TAMMY J. GELLER Notary. -41V_ Notary Public State of Florida My Comm. Expires Oct 16, 2015 SEAL: Commission # EE 138246 Miami Shores Village APPROVED I BY I DATE ',I)RJECT TO COMPLIANCE WITH ALL FEDERAL ^P!N (-OIINTY RUI.FS ANN RF(iUI_ATIONS N 0 IL a 9999 . 9999 9 • 9 .. 9999 9999.. .. 9999 .. .�.. 9999 .. 0. 00. .. .. 0009 •9.9.9 • . .. 0 • 9999.. see • 99 0� 9 909 •• 9 r 9999.. 9999.. 9999.. 9999. 0000• 9999.. 9999.. •9.99• WHAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOil-11C RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.ao Aconomy 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 RER-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. RER 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4" Wide w/ Window Lite Option (DP +50.0,-60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets l through 5 of 5, dated 02/01/2001, with last revision I dated 11/03/2014, 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 Iabel with the manufacturer's name or logo, manufacturing address;Mo'del number, the positive. and negative design pressure rating, indicate impact rated if apVlieatle, inst tFolton instruction drawing reference number, approval number (NOA), the applicable test %t#gdgrds, "the: statement reading `Miami -Dade County Product Control Approved' is to be located tati.the door's side track:.... bottom angle, or inner surface of a panel. • • • • • • 9 RENEWAL of this NOA shall be considered after a renewal application has been filed anMere has bgen jig changg,;. . 0990. in the applicable building code negatively affecting the performance of this product. ' .. .. 0000 0000.0 TERMINATION of this NOA will occur after the expiration date or if there has been a v riss t or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endersemdht of a4y4v0duct, for 0 a sales, advertising or any other purposes shall automatically terminate this NOA. Failure to (3)mply %vith ahy section of:0 9 9 9. this NOA shall be cause for termination and removal of NOA. " ' 9 : * : 0 • 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 Otiicial. This NOA revises NOA # 12-0110.06 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. 14-0814.04 MutMMADECoUNW Expiration Date: August 9, 2016 Approval Date: February 5, 2015 `ia r �� go IS Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5,_ dated 02/01/2001, with last revision I dated 11/03/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 090128.04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 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, F.E. "Submitted under NOA # 0.9-0128.04" 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 # 01-0516.03" .""• 3. Test report of large missile impact test per PA 201 and cyclic �vend pressure t@,%t per • • • • PA 203 on "Sectional Residential Garage Door", prepared by Hwzicane Lnginiering. • • 0 • & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001•; ai�d and sealed by:....: Hector M. Medina, P.E. 080604,. . " 0 4. Test report of Uniform Static Air Pressure Test per PA 202 anti t90 fie Entry , , ..:..' Resistance Test on "Sectional Residential Garage Door", preparOd by Hurrq*®axe *so*:* Engineering & Testing, Inc., Report No. HETI 01-969, dated j11'18J2001, signed and ' • . 0000 sealed by Hector M. Medina, P.E. • • 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 ofapa4rted 064Qsteel • panels, prepared by Celotex Corporation, Test Report No. 258592, dated 6897A998, signed by W. A. Jackson, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0814.04 Expiration Date: August 9, 2016 Approval Date: February 5, 2015 E-1' DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128 04" 2. - Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I.. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plasticsjor their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoarn, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on, 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted tinder NOA # 05-0228.02" "" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test p'e'r ' 6 o ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Ehm* eermg • ; 0000:9 Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed' §haled by Rafael E. • 6666.. Droz-Seda, P.E. 6466 • • ' 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by •' ; Hurricane Engineering & Testing Inc., ReportNo. HETI 04-T251, d840t1/29/z0Q4Vgned 6 �. and sealed by I. Ghia, P.E. 00 so se" 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test Af $;;cfke Depsity6 6..... Test of "REHAU non -foam PVC extrusion material", prepared by ESC l;boratcvds'," • Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by'.1, Z. Zoldan -P. � � � 6 • F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition (2014) FBC and of no financial interest issued by Al Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahinad, P.E. f re, Z e Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0814.04 Expiration Date: August 9, 2016 Approval Date: February 5, 2015 E -2 7-1/2" X 3" X.071" GALV. STEEL END ROLLER HINGE W/ (6) #14 x 5/8" SMS ,-o - WITHOUT DELRON SLEEVE (STO.) VATH DELRON SLEEVE (OPTIONAL) O O 1 ! 1 / 1 � i 7-1/2" X 2-1 4" X .071" -- r-- GALV. STEEL ER HINGE 1 1V/ (4) @14 x 5/8" SMS 1 WITH OELRON SLEEVE (OPTIONAL) E LOCK — _ 2/ DOOR !! I 1" W X .15" THK. LATCH � I 1 �t STANDARD LOCK ` SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN, LOCK ENGAGEMENT .' CONFORMS TO SECTION 1008 REGARDING GAjRAGf DOORS O .158 DIA GALV. AIRCRAFT TYPE CABLE & NICO—PRESS SLEEVE—r— W/ b6N. 5 TO 1 SAFETY FACTOR ! 6"X3"X0.1" 111 STEEL PLATE '\ ll p WITH (2) #14 X 5/8" SMS BRACKET STD. LIFT DOOR BRACKET LOW HEADROOM DOOR OPTION . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TOP FIXTURE e-1/2' X 2-3/4" X 0.1" STEEL PLATE 141jji_OL1E 5/16—W MS W4 NUT • • • • FASTEN Dmf EI -ALE VA ��}� • •0-ppNt—D R VIEWER (6) 81,6X f4•,VLF D&IL G aY^°YP • • 'RI BE IFIS(ykLED AT • • GEN W I / r -A 1 PROVAM RBV1lw Bldg w1111tA0FIR1at W�' — ? T S L' e I► i(U 4 D I�sl 1~ LSI Imo' ISri�— IIl�I �( OPTIONAL VENT L — A / (3) 5" MOE AT 7" O.C. MAX. OPTIONAL FLUSH FACE OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN ' 120 SQ. IN. [COLONIAL DESIGN ! ! / MAX. DOOR WIDTH INSIDE ELEVATION RAISED PANEL EM13OSSED DOOR 7-7/8 X 3-1/8" X .010' STEEL PLATE CENTER STILE WITH (4) #14 X 3/4" SDS OUTSIDE #14 X 4DRILLING SCREWS HANDLE END STILE IN LIEU 3O/ -F "e f14 X 5/8" SMS Y BE USED LOCK BAR GUIDES INSTALLED ON ENO SRLE WITH (4) @14 X 5/8" SMS o fl .18T X .14 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR DUTSIDE KEYED LOCK (OPTIONAL) LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FEC) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO 1TOGD ONLY. DOOR TESTED IN ACCORDANCE WON THE REGUIREMENTS OF FLORIDA BUILDING CODE. TAS -202, TAS -201 & TAS -203 FOR HVHZ AND ASTM E1886-05/ASTM E1666-06. DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 9'-4' X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF M z �c h 1 2 ZDIQ PROVAM RBV1lw Bldg w1111tA0FIR1at W�' — ? T S L' e aQalsol drawing no. 01-09 FOR CONNECTION OF WOOD BUCK / TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE EDG DIST.." MIN. 6' 1.9'X 2.19"X 3.3°X.102° STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 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° PDP RIVETS • 12' O.C. I-7 8' X 2-5/8' X .045' STEEL C STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16' RIVETS POP RIYET57� r 4/4HINGE 8" S.MS. 24 3/11 FLAPS BENT OVER 1/2° PUNCHED ® 4 ANCHORS AT TRACK BRACKET: A) ,3/R' DIA. ROWER -BOLT RV 'P 2' MIN. EMBED INTO CONCRETE 1-7/8" MIN. EDGE DISTANCE 8),/R' De HLQ SLEEVE BY 'HtLlY 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED B 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 4' ADN. EDGE DISTANCE INTO FILLED BLOCK EDGE CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. 1 HOR TYPE A OR B PER BRACKET SHEET 3 FOR BRACKET SPACING a 90 o 29 Q �14�0 lzw,i a b a Of O O a LJM W Q li Z . W (n O) p 11 � O Z w p •LQx�y ' to 0 N= o g i 'U U uu L `1/4-20 SS BOLT & NUT • • • • 7.1/31' X .LIP 1' Qkl. STEEL• • o d • • • • • 4:EMEfi �IIN 7-1/2' X 3' X .071°- • • • • • • • • i END ROLLER HINGE [j 7/16' PIAHNUT • • • • • • • • •B- I O INSTALLED ON ROLLER SRLlFT • • • • • • • • • • • • • • • • • • • Engr. JAVAO AHMAO Q INTERIOR SIDE 1.82' DIA X .50' STEEL ROLLERS (STD. CML PAl7UUCi kGVESF7A q STEL TRACK FTA PE / 70592 IseoL>7plYtngxl�l2wilMils g I 14 GA X 2-1/8' X 1' (STANDARD) 1.82" DIA. X .50" NYLON ROLLERS ONTIONAL CAN. '3838 8c, 12 GA. X 3-5/15° X 1-1/2° (OPTIONAL) 2.75° DIA. X .50' STEEL ROLLERS (OPTIONAL $ FASTENED TO TRACK PLATES • • • • • • • • • • • 2.75° DIA. X .50' NYLON ROLLERS (OPTIONAL ,131 W/ 1/4-20 X 5/8' TRUSS HD. • • • • • • • • • WITH 5' STEM SLOTTED M.S. &LOCK NUT • • • • • • ' • • ' 0.. • • O • • • • • 2014 8' drawing no. .. .... ..: '.' 01-09 .... .024° STL. PANEL ....... OUTSIDE OF DOOR • ME STEEL TRACK BRACKET FASTENED 9 SOLID BRASS DOOR VIEWER TO WOOD 408 WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16' X 1-5/8' LAG SCREW INSTALLED IN 9/16° DLA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER . SMS 'IrX HINGE I 8 PER HINGE 3/4' X 2' X 2-1/2' X 18 GA STEEL 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° PDP RIVETS • 12' O.C. I-7 8' X 2-5/8' X .045' STEEL C STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16' RIVETS POP RIYET57� r 4/4HINGE 8" S.MS. 24 3/11 FLAPS BENT OVER 1/2° PUNCHED ® 4 ANCHORS AT TRACK BRACKET: A) ,3/R' DIA. ROWER -BOLT RV 'P 2' MIN. EMBED INTO CONCRETE 1-7/8" MIN. EDGE DISTANCE 8),/R' De HLQ SLEEVE BY 'HtLlY 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED B 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 4' ADN. EDGE DISTANCE INTO FILLED BLOCK EDGE CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. 1 HOR TYPE A OR B PER BRACKET SHEET 3 FOR BRACKET SPACING a 90 o 29 Q �14�0 lzw,i a b a Of O O a LJM W Q li Z . W (n O) p 11 � O Z w p •LQx�y ' to 0 N= o g i 'U U uu L `1/4-20 SS BOLT & NUT • • • • 7.1/31' X .LIP 1' Qkl. STEEL• • o d • • • • • 4:EMEfi �IIN 7-1/2' X 3' X .071°- • • • • • • • • i END ROLLER HINGE [j 7/16' PIAHNUT • • • • • • • • •B- I O INSTALLED ON ROLLER SRLlFT • • • • • • • • • • • • • • • • • • • Engr. JAVAO AHMAO Q INTERIOR SIDE 1.82' DIA X .50' STEEL ROLLERS (STD. CML PAl7UUCi kGVESF7A q STEL TRACK FTA PE / 70592 IseoL>7plYtngxl�l2wilMils g I 14 GA X 2-1/8' X 1' (STANDARD) 1.82" DIA. X .50" NYLON ROLLERS ONTIONAL CAN. '3838 8c, 12 GA. X 3-5/15° X 1-1/2° (OPTIONAL) 2.75° DIA. X .50' STEEL ROLLERS (OPTIONAL $ FASTENED TO TRACK PLATES • • • • • • • • • • • 2.75° DIA. X .50' NYLON ROLLERS (OPTIONAL ,131 W/ 1/4-20 X 5/8' TRUSS HD. • • • • • • • • • WITH 5' STEM SLOTTED M.S. &LOCK NUT • • • • • • ' • • ' 0.. • • O • • • • • 2014 8' drawing no. .. .... ..: '.' 01-09 .... ....... • . ..... . ... RIVETS 2-3/4' X 5-1/2' X 3' X .104" ,GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) 9 14 X 5/8" S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X3//4• HEX HEAD M. SCREWS & NUPS. 5/16' X 1-5/8` LAG SCREWS INTO V1000 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 CA ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS LOW HEADROOM DOOR t, HORIZONTAL REINFORCEMENT 87 B8 1/2' X 1-3/4` X .059` FORMED STEEL 2• X 5-1/2" X .104' GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) p 14 X 5/e" S.M.S. (2) 3/16` POP RIVETS TOP R6LLER BRACKET FOR aTOWI�I 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 5/18' MEETING RIB 1.82" DIA X .50' ROLLERS /-W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: EPS -EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.OA 811-0926.07 OR ISO -25 POLY-ISOCYANURATE DENSITY - 2.0 PCF N.OA #11-0926.08 OR DENSITY - 1.03 PCF N.OA ®10-1129.04 OR DENSITY = 0.92 PCF N.OA ®14-0317.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SATS 12 GA OALV. STEEL BOO (OM BRACKET 014 X F FASTENED • • •• • • • • •r• •e •• ••• •• • • • •• BOTTOM SEAL • r • • e • • • .058 ALUM PLATE • • • • • • • • •• • WITH 1/8" X 1' S.M.S. 0 48' O.C. • r • • • • • • • • • • AND RUBBER WEATHERSTRIRIP" 0 HORIZ. TRACK SUI CENTER SUPPORT READ. ON EX)jEEDING 8 FT. IN I II II A+, II I I A � - OPENING HEIGHT PLUS 12" 14 GA. MV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE BRACKET t, SPOT WELDED TO HORIZ. TRACK 87 B8 WITH TWO WELDS AT 1-1/2' APART 18" 18" FIRST AT 3' O.C. 47 REST AT 9' OC -7 aTOWI�I CONNECTED TO FLAG BRACKET ANGLE 'Lco W/ 3/8-16 X 3/4' BOLT & NUT ANO TO SPRING SHAFT GUIDE WITH O (2) 1/4-20 X 5/8` BOLT & NUT 23' 34" 67"7'-0" �F 21" 21" a. n VERTICAL TRACK 34" R n 2-1/a" X 1• X .080• SECTION A -A v p p Vu O an 0�� M2 PLACEMENTS DOOR ° SECTION HEIGHTS HEIGHT 1ST 2ND 3RD;4TH 57H 81 92 BRA 83 84 85 86 87 B8 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" aTOWI�I 67"6'-6" 21" 18' 18" 21" N/A I" TO 2" 1t-3/4" 23' 34" 67"7'-0" 21" 21" 21 21 /A 1TO 2' 11-3/4" 23' 34" +45-56- 67"7'-6" 18" 18" 18" 18" 18" f" TO 2" 11-3/4" 23' 34" 87" 78-1/4" 18" 2f1TO 2 -23' 34' 67' 78-1/4' '-5t(:IIUNS Aft NUMULKLU JIAKIINU At IF1t WHUM 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. AVAILABLE TWK OPTIONS N, JAVAD AHAWD FLA PEM(�70592 CAN. 335838 PROOUCi'RBwaw BWM13B1li'1•� � NO 11 I i g 33 { 8 14 �*20' ° —t+—•r aTOWI�I 01-09 ��1-1,12" a 2BY WOOD BU 1/4" DIA. LAG SCREWS 28Y AT 8" FROM ENDS 17000 AND 19' O.C. MAX. 1/4" DIA LAG SCREWS AT S. FROM ENDS AND 19. O.C. MAX. OPTION 'A' \Ly OPTION 'B' �UJ WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG -0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1 LAG S AT 1; WOOD BUCK CONNECTION TO MASONRY • • • • PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO b • EDGE OW. GROUTED REINFORCED MASONRY BLOCK WALL OR GONG. COLUMN WITH 3 8 HLCSLEEVE BY HILTI CONC. 1-1 4 8' 1-5 8 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 4• W' 8" DYNABOLT BY TCONC. 1-1 2 8" 18° O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1//4' MIN. EMBED 1�3 ITYP FILLED BLOCK 1-1 2 g° 3 8' OYNABOLT BY 2-1 4 HE STEEL STRUCTURE BY OTRS 18" O.C. PITO 3000 PSI CONCRETE, WITH 1-3/4' AIN. FMBEO 2-1/2' LIN. EDGE DISTANCE 2" 8' 1/4° TAPPER BY 'POWERS' WITH SPACING OF MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2- MIN. EMBED 2 8' 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4• MIN. EMBED 1/18° X 2-1/2 3' MIN. EDGE DISTANCE FILLET WELDS 3/8° CONFLEX BY 'ELCO' OR AT 12" O.C. MAX. 3/8" LOT BY 'TIW WITH SPACING OF 24' O.C. INTO 300D PSI CONCRETE. WITH 2-1/2' MIN. EMBED 2' MIN. EDGE DISTANCE • ! 3/6" HUD SLEEVE BY 'HILTI' WITH SPACING OF • • • • • • S • • • 8' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EE I • • • • i • 18" Q.C. INTO =0 PSI CONCRETE, WITH 1-1/4" MIN. EMBED ANI! • • • • • • • • • • 2-1/2" L1tN. EDGE DISTANCE • • PREPARATION OF JAMBS BY OTHERS o • • • • • • • • • • • FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINE" OF• • • • • • O • •' • • ! • RECORD. DOOR INSTALLATION MAY BE RENEWED AND APPROVEDGRY • • • { f • BUILDING OFFICIAL UPON INSPECTION. • • • • • • • • • • • • • MAXIMUM EXTERIOR(+) LOAD PER JAMB - (9.33' X 50 PSF)/24FA.3 Lbv per Ft. • •! • • • • • • • MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 - 279.9 Lbs per FL ••• • • • • ••• • • EDGE OW. 3 8 HLCSLEEVE BY HILTI CONC. 1-1 4 8' 1-5 8 3 8" HLC SLEEVE BY 'HILTI FILLED BLOCK 1-1 4 8" 4• W' 8" DYNABOLT BY TCONC. 1-1 2 8" 2 • 1�3 ITYP FILLED BLOCK 1-1 2 g° 3 8' OYNABOLT BY 2-1 4 HE STEEL STRUCTURE BY OTRS 3 8" POWER -BOLT BY'POWERS CONC. 2" 8' 1-7 8 MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 3 8 SLEEVE -ALL BY S@HPSONS KONG1-1 2 8' _i-7 8 516' DIA. BOLTS CONCRETE Pt - 3000 PSI MIN. C-90 GROUT FILLED BLOCK Pm a 2000 PSI MW. FYIITH WASHER do NUT AT 12' O.C. MAX. ^ ^_ CONY.;TEEL /42LEx 14 GA 1_1/2• --- 12 GA GALV, STEEL FIAT BRACKETS EEL LONG 2-1_/8' X 1" X 14 GA AT 12" O.C. IN DOOR OPNG. FAS .STEL. TTRAC FASTENED TO TRACK MATES AT 18" O.C. ABOVE DOOR OPNC. SLOTTED IGS. &XL5Q8; TRUSS NUT HD. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION sgr. JAADAHMAD FLA. PE / 70592 ANCHOR SPACING CAN. 3878 /�t4 1eNO� 8�" ANCHORS STRUCTURE I EMBED I SPACING EDGE OW. 3 8 HLCSLEEVE BY HILTI CONC. 1-1 4 8' 1-5 8 3 8" HLC SLEEVE BY 'HILTI FILLED BLOCK 1-1 4 8" 4• W' 8" DYNABOLT BY TCONC. 1-1 2 8" 2 • 1�3 ITYP FILLED BLOCK 1-1 2 g° 3 8' OYNABOLT BY 2-1 4 HE STEEL STRUCTURE BY OTRS 3 8" POWER -BOLT BY'POWERS CONC. 2" 8' 1-7 8 MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 3 8 SLEEVE -ALL BY S@HPSONS KONG1-1 2 8' _i-7 8 516' DIA. BOLTS CONCRETE Pt - 3000 PSI MIN. C-90 GROUT FILLED BLOCK Pm a 2000 PSI MW. FYIITH WASHER do NUT AT 12' O.C. MAX. ^ ^_ CONY.;TEEL /42LEx 14 GA 1_1/2• --- 12 GA GALV, STEEL FIAT BRACKETS EEL LONG 2-1_/8' X 1" X 14 GA AT 12" O.C. IN DOOR OPNG. FAS .STEL. TTRAC FASTENED TO TRACK MATES AT 18" O.C. ABOVE DOOR OPNC. SLOTTED IGS. &XL5Q8; TRUSS NUT HD. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION sgr. JAADAHMAD FLA. PE / 70592 PRODUCf iL8Vi3kI1 ��y*wma swwkAmeptem CAN. 3878 /�t4 1eNO� 8�" tr 0 G 0 M1 W Q L Ux H Z ooW (j) KA O 1 � � m W � � wV4 rowing n0. 01-09 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16' OtA. WASHER SMS O •,I II 1 1 ! 3/8" F34 'ROM ENDS AND 4-1/2" O.C. MAX. * PLASTIC COMPLIES WITH 175��- 250�CHAPTER 26 OF FBCSEE EVIDENCE PAGE.725 ,.� 1.44 21 3/4"MAX. WOW. WIDTH " Q Q * EXTERIOR FRAME * INTERIOR FRAME c 0 181/•8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION o o.l.D. y' 3 I�`�$� . nTla: El� [D V I Of 00 W > C1. < ii �I Z F. — 03 El zoo% : 3 I oa 5 0Zt U, -0 s. :. m m E:1 ED L o 0 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a $ OWINDOW .175 oAN BE DEEP IN ANY LOCATION IN DOOR SECTION •• • ••• • • • • • •• • • • • • • • • O d v = - \�# 3/8 FROM ENDS • •• • • • • ••• • -,_ -_ MNG. • • • • • • • • • r - _ _ _ _ _ _ _ _ Emn JAYAo ARMADCIVIL fItWUCfRBVISt11 4 Q 1 7/16^ DIA. WASHER _ - _ _ ` J- _ _ _-_ F PE III M92 taft IQ� 60 • • • • 13 0ow PANEL • i i EXTERIOR IR PANEL • • • • � 4 •A (.024j %tEEI MIN. • • • • 14 BY GA. (.024) STEEL MIN. • • • • •• • • • • • ib/16" MM. O.L. OPG. drawing no. • • • • • • • • • GLAZING SITE 01-09 ••• • -,,,,_#a X 3/4" SNS ® i rrr ' 1 ENDS • y r,t � 5 AND/7^ D.C. MAX • • i II 1 (4) 08 X 3/4" SMS ! 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. i i i•••i i i•••i L II , - ••• • I,11 • ••• 175 X .062 DEEP • I,1 GROOVE ti 111 I tli 1/4" POLYCARSONATE LEXAN BY 'SABIC INNOVA= PLASTICS' NOA 613-0717.01 � 9 o_ nn 0 4 I,II I , ,I it 175 X .062 DEEP GROOVE ' - y I I i (4) 88 X 3/4' SMS I, I I j � •� • 1-3/8" FROM ENDS II, t AND 6-1/2^ O.C. MAX. SMS O •,I II 1 1 ! 3/8" F34 'ROM ENDS AND 4-1/2" O.C. MAX. * PLASTIC COMPLIES WITH 175��- 250�CHAPTER 26 OF FBCSEE EVIDENCE PAGE.725 ,.� 1.44 21 3/4"MAX. WOW. WIDTH " Q Q * EXTERIOR FRAME * INTERIOR FRAME c 0 181/•8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION o o.l.D. y' 3 I�`�$� . nTla: El� [D V I Of 00 W > C1. < ii �I Z F. — 03 El zoo% : 3 I oa 5 0Zt U, -0 s. :. m m E:1 ED L o 0 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a $ OWINDOW .175 oAN BE DEEP IN ANY LOCATION IN DOOR SECTION •• • ••• • • • • • •• • • • • • • • • O d v = - \�# 3/8 FROM ENDS • •• • • • • ••• • -,_ -_ MNG. • • • • • • • • • r - _ _ _ _ _ _ _ _ Emn JAYAo ARMADCIVIL fItWUCfRBVISt11 4 Q 1 7/16^ DIA. WASHER _ - _ _ ` J- _ _ _-_ F PE III M92 taft IQ� 60 • • • • 13 0ow PANEL • i i EXTERIOR IR PANEL • • • • � 4 •A (.024j %tEEI MIN. • • • • 14 BY GA. (.024) STEEL MIN. • • • • •• • • • • • ib/16" MM. O.L. OPG. drawing no. • • • • • • • • • GLAZING SITE 01-09 ••• • • • • ••• • • • • • • • • • • i i i•••i i i•••i i ••• • • • ••• • •