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WS-14-2433 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222890 Permit Number: WS-11-14-2433 Scheduled Inspection Date: July 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PATEL,JAGRUTI & HEMENDRA Work Classification: Door Replacement Job Address:89 NE 109 Street Miami Shores, FL 33161-7039 Phone Number Parcel Number 1121360040550 Project: <NONE> Contractor: SAJOR GENERAL CONTRACTOR INC Phone: (786)290-1540 Building Department Comments REPLACE FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 29, 2015 For Inspections please call: (305)762-4949 Page 3 of 40 F,", 1 -24331 �s OR r� Miami Shores Village Pe #!t X Od 1101A 10050 N.E.2nd Avenue NE OM eta ftit±a cnl ; oor"l ce etit Miami Shores,FL 33138-0000Air"��, �� , "4Ftim Phone: (305)795-2204 IORIA. .. .. I"MDate ' /2Q9a Expiration: 09/23/2015 Project Address Parcel Number Applicant 89 NE 109 Street 1121360040550 I JAGRUTI &HEMENDRA PATEL Miami Shores, FL 33161-7039 Block: Lot: Owner Information Address Phone Cell JAGRUTI &HEMENDRA PATEL 89 NE 109 Street MIAMI SHORES FL 33161-7039 89 NE 109 Street MIAMI SHORES FL 33161-7039 Contractor(s) Phone Cell Phone 11,LValuation: $ 1,750.00 _ SAJOR GENERAL CONTRACTOR INC (786)290-1540 Sq Feet: 0 Type of Work:REPLACE FRONT DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification: Residential Review Electrical Scanning:3 Review Planning Review Planning Review Building Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-11-14-53480 $2.00 11/05/2014 Credit Card $50.00 $ 236.20 DCA Fee $2.00 Education Surcharge $0.40 03/27/2015 Check#: 1793 $236.20 $0.00 Permit Fee $110.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $286.20 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 AFFIDAVIT: I certify that all the for�oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the,above-nam, re-de he work stated. ,t March 27, 2015 Authorized Signature:Owner / Applicant / C tractor / Agent Date Building Department Copy March 27, 2015 1 '�. Miami Shores Village Building Department N 14 0 \ 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 20(� BUILDING Master Permit No.VA(_S_�� PERMIT APPLICATION Sub Permit No. '�24UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A' n CONTRACTOR DRAWINGS JOB ADDRESS: /y City: Miami Shores u County: Miami Dade Zip: Folio/Parcel#: /I- 21-6 do -/a.5� Is the Building Historically Designated:Yes NO Occupancy Type: A?— Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): �/E l-1 D" /i1 T C� Phone#:-5,0 Address: 9 1 l 0� S� City: r /A I`f l 5 f�/z FS State: 14::!'z Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: -5'01 �� �o�/�[,�L/� �l� i�Ci phone#: Address: /C�f 4g;Y 0 A ?Z-4,A)71 C A6 tl� it CD3 City:s(0m /S k CS C 1q State: r�L Zip: 3 n Qualifier Name: cro& /-�L () A S Phone#: 7 A6 ,,9_g 0/SZ1O State Certification or Registration#: G-!r- C 57 57�9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /3 Sa Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �[] Repair/Replace El Demolition Description of Work:�/�,E Pl- 4 y% 6 tel- �T1fJ' Specify color of color thru tile: Submittal Fee$g)'CQ Permit Fee$ 0C) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 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. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrum t was acknowledged before me this The foregoing instrument was acknowledged before me this - / day of 20 l by day of ( �r�o--20by AJ who is personally known to S who is personally known to me or w ha produced Or: �3 Zf J��63�•�s me or who has produced 2't,)-v ash identifi ation a d who did take an oath. identification and who did take an oath. NOTA PU NOTARY PUBLIC: • Sign: Sign: Print: Print: r� Seal: N�Pubk>�B OfT Seal: ojpx Pia Notary Public State of Florida C,omnisslooF(6Jose Urena M Wiwi.e*m �.z a My Commission EE018792 l 9'Forr�op Expires 10126/2014 ******************************* **************************************************************************** APPROVED BY � �—Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA -_= -- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 •��FE � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ROJAS, JORGE ABEL SAJOR GENERAL CONTRACTOR INC 18100 ATLANTIC BLVD APT 403 SUNNY ISLES BEACH FL 33160 Congratulations' With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range a� STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, and they keep Florida's economy strong. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC1516850 ISSUED: 08/12/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you,subscribe CERTIFIED GENERAL CONTRACTOR to department newsletters and team more about the Departments ROJAS,JORGE ABEL initiatives. SAJOR GENERAL CONTRACTOR INC Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! Ex CERTIFIED under the provisions of Ch0812 022 Expiration date:AUG 31 2016 L1408120002201 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON.SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ` Sia CGC t 5i The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ROJAS, JORGE ABEL a. . SAJOR GENERAL CONTRACTOR INC 18100 ATLANTIC BLVD APT 403 SUNNY ISLES BEACH FL33160 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 6437388 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES SAJOR GENERAL RENEWAL SEPTEMBER 30, 2015 CONTRACTOR INC 6705694 100 KINGS POINT DR 1619 Must he displayed at place of business SUNNY ISLES BEACH, FL Pursuant to county Code 33160 Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED SAJOR GENERAL CONTRACTOR INC 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 45.00 09/26/2014 Worker(s) 1 CGC1516850 0243-14-005710 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder most comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec go-276. MIAMI For more information,visit www.miamidade.gorltaxcollecror 11/05/2014 01:26PM 7866213241 FLORIDA BANKERS PAGE 01/01 q a CERTIFICATE OF LIABILITY INSURANCE DA11I05I14 PRODUCERFlorida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 7278 SW 8 Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)268-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE NAIC# INSURED SAJOR GENERAL CONTRACTOR INC INSURERA: FEDERATEED NATIONAL INSURANC 18100 ATLANTIC BLVD #403 INSURER B' SUNNY ISLES, Fl.33160- INSURER C:INSURER D: (786)290-1540 INSURER E' COVERAGES THE POLICIES OF INSURANCE LISTED HAVE 13EEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES;AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADO'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR 1143RD TYPE MMIDO/YYYY DATE MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000.00 ©COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100.000.00 GL-0504009$08-01 10/17/2014 10/17/2015 PREMISES(Ea occurrence) ❑❑ CLAIMS MADE © OCCUR MED EXP(Anyone person) 5.000.00 A ❑ ❑ PERSONAL&ADV INJURY 1,000.000.00 ❑ GENERAL AGGREGATE 2,000.000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 2,000.000.00 R] POLICY F1PROJECT El Loo AUTOMOBILE LIABILITY ❑ ANY AUTO COMBINED SINGLE LIMIT (Ea accident) ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULEDAUTOS BODILY INJURY ❑ HIRED AUTOS (Per person ❑ NON OWNED AUTOS BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ a ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ OTH- EMPLOYERS'LIABILITY ❑ WC STATU- ANY PROPRIE'T'OR/PARTNER/EXECUTIVEY/NMIT. OFFICER/MEMBER EXCLUDED? E.L.EACH ACCIDENT_ (Mandatory In NH) E.L DISEASE-EA EMPLOYEE n yes descrlbe under SPEG�IAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CONTRATOR LICENSE#CGC1516850 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. fax 305-756-8872 THORI RE EENT TI�� IlnfD.trnp ACORD 25(2009/01)OF ®1 8-2009 ACORD CORPORATION.All rights reserved. The AC RRD name and logo are registered marks of ACORD . PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT STATE OF FLORIDA Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES Who elects exemption from chapter by filing a certificate of election under this section may not recover benefits or DMSION OF WORKERS'COMPENSATION F compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTION 0 CERTOACATE OF ELECTION TO BE EXEMPT FROM FLORIDAL Pursuant to Chapter 440.05(12),F.S.,Certificates of election to i WORKERS'COMPENSATION LAW D be exempt...apply only within the scope of the business or trade EFFECTIVE DATE: 723/2013 EXPIRATION DATE: 7/23/2015 i listed on the notice of election to be exempt. PERSON: ROJAS JORGE H Pursuant to Chapter 440.05(13),F.S.,Notices of election to be FEIN: 261869824 E exempt and certificates of election to be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revocation if,at any time after the filing of the notice SAJOR GENERAL CONTRACTOR INC E 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 18100 ATLANTIC BLVD#403 a certificate at any time for failure of the person named on the SUNNY ISLES BEACH FL 33160 certificate to meet the requirements of this section. SCOPES OF BUSINESS OR TRA LICENSED GENERAL CONTRACTOR - DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 gNonFs 1932 Nogor, Miami shores Village Building Department OR1Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (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 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.In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please 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 Contractor Print Name: /?V-*7 C-7.1Y RA p 47-CF Z- Print Name: �7V n 6C X 0 T y1 S Signature: Signature: _ State of Florida) State of Florida) County ofAliawA-%de) q County of Miami-Dade) Sworn to and bs 'be before me t 's 2 ! Sworn to and subscribed before me this day of 20 . day of 0 By At AAet/j CJ7� By WMISSION i FF 103507 (SEAL) Staff Florkla (SEAL) #., EXPIRES:March 18,2018 Type of Iden pr du MM 'pro.Type of Identificro uced —del� qy, l SKORFs from Miami shores Village Building Department �OR1Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: -( Z�l 3 DATE: `Z LA I, 4!:n C—A D4 A- p ❑ Contractor (NAME) ❑ Owner ❑Architect Picked �setsof ans na d other) �- "-' A 's Address: k'1 P- -- 10�� %'7 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: S' 14 SHORES � � A ell Miami Shores Village Building Department ~TF6 1NIN e�� �ORiDp 10050 N E 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756 8972 RECEIPT PERMIT#: WS T .2 ��� DATE. �,� / 1IC"ontrac to r :D Owner D Architect Picked up 2 sets of plans and (other) Address: 0, From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores VillageBuild'n ue permitting process. Acknowledged by. < PERMIT CLERK INITIAL RESUBMITTED DATE: 12 O Z I PERMIT CLERK INITIAL. MiamiSoRFs Shores Village � Building Department ' ... ,,,,,m 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ' ,4 Tel: (305) 795.2204 AI R 4 Fax: (305) 756.8972 Page 1 of 1 Permit No: W S ) q -2y3' Structural Critique Sheet Q C- p�-l" STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf FL 14569.1-R3 Steel, Wood Edge Door Page 1 of 2 1 Approved FL14569.1 -R3 % COP * • By JELD-WEN Doors • Model:"Steel,Wood Edge Door" \ "6'-0""x 6'-8",Full Lite,Single or Double Door,Outswing-LMI" Certification V.{iid until 15 Use of the information herein is subject to our terms. Ploduc;t Documents 3 Tec a + o ` Resource Docs ate September 3,2013 click to view/download S bmitted TechniaatAgeney Documents X Close Date Validated September 5,.2013. • •••.;• 6.0 . `'-VI`ir use le�WW6tZQency Certificatd/es Entity National Acc oliR94 t-t& . •••••• Management��stRet� ' ;.•.•: "I' FL14569_R3_C AC_NI006255-R6-signed.pdf 000000 •••• • • `fir us . �i Siete de H�F�7F' View OnlineYes Compli nce •••• •••••• ";". u iew as CertificationM�rl�Pljisting ... •.•.• Impact(2) Yes[FLI Method . . • Installation Instructions •• •• •• "":' d FL14569_R3_II_JW0509-03 SS.pdf Product must jtlJAIlied per � �• V ew as PDF/Q View Online Other manufacturer Instructions a;sftt;dO . I Don drawing JV1gV9-Q3 .•.. • Technic n�uruent • Q �ertlt�cation Mark or Listing Code •••• ationFL14569 R3J�PER240 d FL. df Offici Site C•omplia met o FL t�ifethod Approved eth Mod _View as PDF/ W View Online Stat s TAT— National Accreditation& bcategory Swinging Exterior Door Assemblies V eFgDocumewnagement Institute, Classification There are no resod04tl14@1K4A9gUiqWlARft. Qk: Approval hod Method 1 Option Last Agency 07/18/2014 Update 100 Product Performance Variations(1 Row) a 1410' J 7i http://approvalzoom.com/listing/FL 14569.1-R3 11/3/2014 FL 14569.1-R3 I Steel, Wood Edge Door Page 2 of 2 Show F-77-1 entries Search: Max Pos.Pressure Max Neg.Pressure (PSF) (PSF) 60 -60 Showing 1 to 1 of 1 entries Previousl Next •••••• • •••••• • •••• •••• • • •••••• • ••• ••••• •• •• •• • •••••• • http://approvalzoom.com/listing/FL 14569.1-R3 11/3/2014 NOTICE OF PRODUCT CERTIFICATION r r CERTIFICATION NO: NI006255-R6 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural * COMPANY: JELD-WEN tr CODE: 104-3 REVISION DATE: 05/21/2013 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICcrtilication.corn to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM]approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG-1/8"Tempered Glass/ • Laminate-1/8"Annealed Glass/0.090" Solutia Inta-1ayer/1/8" ••••;• Annealed Glans.• : • • • 96906000:000: . Frame: W-1880mm(74") j4_40mm(83"). . 999 9999 9999 • Panel: W-940mm(37") IiZg7mm(Ael' e•• ••••• DLO: W-559mm(22") i��l6i6mm(64+'j• ••••; 9999. SPECIFICATION PRODUCT R,4,X fj'. •••• ;••'• 9999 TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories 'Report No: NCTL-210-3195-1/SJW2011-070/W-1 556/W-1 565 Expiration Date: September 30,2017 Ad inistrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794� George Washington Memorial Highway Hayes, VA 23072 y Tel: (804) 684-5124 1 �� Fax: (804) 684-5122 r JELDWEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNITr o' UTILIZING COMPONENTS FROM ODL'INC.AND 74" MAX. OVERALL FRAME WIDTH O m o A N ENDURA PRODUCTS INC. 37 1/2" MAX. o m N o FRAME WIDTH 36 1/2" MAX. a0°D 00 35 3/4" MAX. PANEL WIDTH ►m vi GENERAL NOTES PANEL WIDTH W/ASTRAGAL p J nN O�tL 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING x M r L m CODE(FBC)BASE ON THE SIGNED AND SEALED DATE;INCLUDING HVHZAND HAS S M m d D_ BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: 1 TAS201-94 ASTME330-02 ASTME1886-05 TAS 202-94 ASTM E331-00 ASTM E1996-OS TAS 203-94 ASTM E283-91 _ _ 20 1/2" 20 1/2" 2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER20 1/2- j w MAX MAX W LOADS TO THE STRUCTURE. = MAX C3 _ = D.L.O. D.L.O. p J C)0 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 16 D.L.O. w w W 3 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Q INACTIVE ACTIVE a OR STUCCO. o_ OPP. O O m Ii 15 3 �/ O g moo 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. 3 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY A C a C E C a DO O HURRICANE ZONE(HVHZ) 3 / 4 tO < 4 3 / 4 tD 0 Z 6.PRODUCT DOES NOT REQUIRE SHUTTERS W o W O n B m oo r-w 4 / ^ m m �~o RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) oW� M DOOR LEAF CONSTRUCTION: 3 Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 L) 0 W commercial quality AKDO per ASTM 620 with average minimum yield a LU Z strength Fy(ave)=30627 psi. q q A A A A of o Core Design: Expanded polystyrene with 1.0 to 1.25 Itis density,by Jeld-Wen Inc. 2 4 2 4 2 4 0- o Panel Construction: The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 a m (0.021"min)galvanized steel.The face sheets at top and bottom are bent 90°over the top and bottom rails.The top rail measures 1.0"high x 1.688"wide.The steel SINGLE OUTSWING UNIT (X) DOUBLE OUTSWING UNIT (XX) z Z z bottom rail measures 1.21"high x 1.688"wide.The sides of the face sheets are roll SCALE: 112" =1'-0" SCALE: 112" =1�-0" in 2000 formed into the latch and hinge stiles which measure 1.00"high x 1.688"wide.The Z � interior cavity is filled with expanded polystyrene.The face sheets are glued to the ALL DOOR MODELS ARE VIEWED m z x i N expanded polystyrene.The panels are cut out for the two-piece ODL Aluminum FROM THE EXTERIOR SIDE O J—1 z ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On v W 1 O double door applications the inactive door is fitted with an extruded aluminum w o w w N> astragal of 6063-T5 alloy,manufactured by Endura. TABLE I DESIGN PRESSURE RATING w¢w w W Frame Construction: The frames are constructed of fingerjointed pine jambs APPROVED FOR USE WHERE measuring 4-9/16"x 1-114".The head jambs are mortised and buttjoined to PROTECTION FOR WATER NOTES: o m 0 o the side jambs,and attached with three(3)16GA 7/16"crown x 2"long • • • • • • •• INFILTRATION IS REQUIRED 1 - ALL VIEWS FROM EXTERIOR. staples on each side.The threshhold is attached to the side jambs with • PoslTl •• • • • • • .60.0 PSF 2 - FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN Z7 U)Dor o three(3) 16GA 7116" crown x 2"long staples on each side. NEGatI • • • • • • PSF MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. -60.0 3 - FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN N�N Glazing: ODL insulated lite is I"overall thickness,consisting of one(1) • • MASWYj/,9NCRETE. SEE SHEET 4 FOR DETAILS. o o m a o pane of 0.125"tempered glass;0.5"airspace;two(2)panes of 0.125" TABLE OF CONTENTS �.� 11/ z annealed with.090"PVB interlayer by Solutia.All lites are sandwiched •• ••• Q � F Digitallysigned by Hermes F.Norero, DATE: 6/18/13 SHEET# DESCRIPTION glazed into the panels. R5•• -0:9 eason:I am approving this documentscALE:AS NOTE D TtPICAL LLEVATIONr7 $ • E IC L OSS SEQTION&SILL OF MATERIAL Date:2013.07.11 22:25:52-04100' DWG. B1': EAG • • • HeRIZOIUTAt CNOSS SECTIONS � -o , -gTgTE� �` CHIC. Bv:S. SAFFEL O 1 BUCK I SO Y/CONCRETE CROSS SECTIONS %13 HERMES F.NORERO,P.E. O� ;FL(yR i ,:•�`✓ FLORIDA P.E.NO.73TT8 DRAWING NO.: 5 ANCHORING LOCATIONS T G� �� BUILDING DROPS,INC. JW0509-03 6 COMPONENT DETAILS '�,r SSIONAL c�`�` 388E DANA BEACN BLVD.,STE 338 7 EACH,FL 330" UNIT COMPONENTS rr77ll,I,11111 ` FBPE CERT. AU7H.NO.28578 SHEET 1 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" MIN. 1" MIN. '{ Item DESCRIPTION Material M 1 SIDE JAMB 1 1 4'x 4 9 16 RNGERJOINTED PINE PINE Q 1" 2 HEAD JAMB 1 114-x 4 9 16' FINGERJOINTED PINE MIN. MIN. 19 w MIN. 1" MIN. - j 3 4" x 4" BUTT HINGE 12GA. .089 MINSTEEL Z I 4 9 x 1" PHILLIPS F TREAD WOOD SCREW STEEL M 19 35 5 10 PHILLIPS HD SCREW WITH 1 1 2'MIN. EMBED. STEEL 2p 2 6 10 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL p m o M N 1 1/2- I, 1/4- MAX. 7 8 X 3 PHILLIPS FLATEHEAD WOOD SCREW STEEL6 q rn N o MIN. EMB. 8 8X1 PHILLIPS FLAT HEAD WOOD SCREW STEEL J SHIM THK. 20 • °n0 DO w \ 2 9 OUTSWING COMPRESSION THRVINYL ESHOLDRSENDURA-LON ODS-650 ALUMINUM Y w 2 12 ASTRAGAL THROW BOLT STEEL ROD 5 16 x 18 STEEL S at-v v \ O�mug n ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL a-- 1/4" MAX. SEE 13 ON HEAD JAMB X�'L t x SHIM TRK. DETAIL A SEE 14 16 Ga. 7 16 CROWN x 2 LONG STAPLES STEEL m d U. SHT. 7 26 DETAIL A 15 IKWIKSET LOCK SERIES 400 STEEL � E SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL ° 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y 1 5 9 28 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 21 1 34 9 20 NON COMPRESSION SHIM WOOD 3021 DOW 995 SILICONE SEALANT SILICONE 30 21 22 1 IMPACT IG ASSEMBLY BY OOL GLASS ow z 23 1/8-TEMPERED GLASS GLASS 21 21 24 3 8 LAMINATED ANNEALED GLASS GLASS J Z 25 LOCK BLOCK SOLID WOOD x 12'LG WOOD m p c=j F 21 21 TOP RAIL LVL LVL O w SEE _ 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL = O DETAIL G EXTERIOR o ¢�ao o wQ w SEE 28 EXPANDED POLYSTYRENE 1.0 TO 1.251As DENSITY BY JEID-WEN FAM InOt w o SRT. 6 = O DETAIL G EXTERIOR 29 STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL p Ina A-525 COMMERCIAL QUALITY 0.021'MIN. THICK. VANI D W� wX 23 o SRT. 6 30 OOL LITE ALLEN FRAME ALUM 6063 i5 ALUMINUM p wi w a 23 31 HINGE SIDE STILE FlN ER JOINTED LVL LK w o Z U O w < 32 LA CH SIDE STI (FINGER JOINTED LVL DD LYL p ti w cy Do22 J 33 8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL Oo w N c¢j m o 24 - 22 01) 34 3 16 ITW BUILDEX TAPCON WITH 1.25'MIN. EMBEDMENT STEEL 3 N N INT RI R 24 35 OPTIONAL 1x WOOD BUCK WOOD o o a N INTERIOR $ X a a a M 221 1 21 O o m DOD 30 21 "� 27 NOTES: FOR TAPCON MASONRY AND WOOD SCREW ANCHOR oD3 0 0 0 1 �ov1V) 28 DD 30 21 SPACING (ITEMS #5 & #34), SEE SHEET 5. 27 28 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN Z N P9 2 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. w<o0 9 9 o 27 w w w OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW w¢ w w SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 11 EMBEDMENT IS ACHIEVED. •• • • • • 1 • •• Do oO 0o w 1 • • 1 • • • • • �u Dojo 1 • • • •• • ;� ' ��': �NDN 1 1/2" MIN. EMB. •• ••• •• • ```TT11111117iii�i o I-1-1< m<Z 11 /P�c',� DATE: 6/18/13 t • •• • • ••• • Z ?�GSF`+;gyp SCALE:AS NOTED • _* ° 'Na77$" T, *_ DWG.BY: EAG ••• Zm • - - 1" • • A<-2 •• � " • vgTE OF D = CHK.Bf:S. SAFFEL 1 • •&Ew • • ••1 MIN. 1' MIN. = HERMES F.NORERO,P.E. MIN. MIN. • one • • • o� <p'R{0?,• \��`: FLORIDA P.E.NO.737M DRAWING NO.: c G BuaDINCOnoPs,INc. JW0509-03 A VE CROS N YP. g B VERTICAL CROSS SECTION TYP. ''. Sio E��.� 398 E DANIA DAM BEACH,FLBEACH VD.,STE 33e 3 2 WOOD FRAME INSTALLATION SCALE: 6" =1'-0" 2 CONCRETE INSTALLATION SCALE. 6" =1'-0" '7N7j 11jj10" FBPECERT.OFAUTH.No.Y9578 SHEET 2 OF 7 • • • • • • • • • • ••• • • • ••• • • 1 1/2" II..�� 1 1/2" 6 3 4 4 3 5 MIN.��1/SHIMAX 1 1/SHIMAX� MIN. SSEEHEET DETAIL A 15 22 SEE DETAIL A 1' SEE SHEET 7 MIN. e o MIN. DETAIL G Y 9 M y SHT. 6 30 a r 0 c In o 30 21 21 n W 31 O�m C-4 N 23 mNo 1" .. 6 MIN. . �OmamD MIN. - `.'.r.;. - Y vi I U m-vv 0 LLJ 33 zntt m EXTERIOR S i6 CL LL 21 O cn s 24 ,9 , 4 25:. � 2 m _ 19 32 27 28 3 20 Y 20 1 19 A 6 J9 6 3 HOOD INSTALLATION (SCALE: 6" =1'-0") 3 MOOD INSTALLATION (SCALE.• O C7 5 4 34 1 1/4" 1 1/4" N Z N ! MIN. EMB. MIN. EMB. g N W Z F J O �—A 1/4" MAX. 1 1/4- MAX I 1" F-O m U '.. 1" �r SHIM SEE DETAIL A I ! SEE DETAIL A 28 29 MIN. U O W In MIN. 1" 22 SHEET 7 1" mI C] MIN. SHEET 7 15 SEE 9 MIN. I Z W p ! • I� Ip�pl DETAIL G Y / W K O SHT. 6 S0 a p p J U g 3021 21 n W 31 p Z J J 23 7d O-I N m IQ- _ W wZ 1 O MIN. - MIN.1" 3 a MIN. U K � O O 33 0 EXTERIOR 21 2a 21 29 79 32 28 4 3 4 34 a 5 m 20 20 t C 6 p 6 Es 0 6 3 CONCRETE INSTALLATION(1c". 6" =1'-0") 3 CONCRETE INSTALLATION(SCALE 6" =f'-0"J _� NOTES: 17 ASTAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). Q p INTERIOR 2 1 8 CATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. U1 BOTH PLATES REQUIRE J8 X 3-PHILLIPS FLAT HEAD WOOD SCREWS. Z 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16"ITW BUILDEX TAPCON. tr FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS/5 k,}34), SEE m0 p W y �• - SHEET 5. INACTNE • • ACTIVE ^ ~ FOR HORIZONTAL ANCHOR IN IX BUCK OP71ON IN MASONRY/CONCRETE. SEE SHEET 4 FOR N p • •• • • • •• DETAILS. N�N B W/4—/ 32 •• • • • •• ©OPTIONALLY.ANCHOR CAN BE p IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT`IYtA �TIYi 0 Z ;`,' l , " DATE 6/18/13 E g.... 3 • (Boxes 6" =f*.O' • ••• ••• j T�`'\,AGE�,S-*,. 0 SCALE:AS NOTED • • • s • • • • 'Na!7377F, c DWG.BY: EAG • • • • •• • • • • • _ -1 _ • •• • • • •• ••• ' 5TPTE of �a CHK. BY:S. SAFFEL SS • , ° HERMES F. OREROP.E. • • ••• L OR � No. DRAWING NO,FLORIDA P.E. 73778 G . euaDINGDnovs,lNc. JW0509-03 398 S$ C� E DANIA BEACH BLVD.,STE 778 FEAC SPE CERT.OF RUTH.N0.29878 SHEET 3 OF 7 ••• • • • ••• • • 1 34 1 1/4" MIN. EMB. 1" MIN.— 1" MIN.—�{ � 1/4" MAX. SHIM a 1' MIN. 1" MIN. 1" � M MIN. 1" SEE DETAIL A 28 29 p > c MIN. SHEET 7 15 O O] CO o rq cN v 22 p ONo a W d 9 30 21 DETAILEG :Y O m y ^ L] 23 SHT. 6 Z �I�I 35 O w m u1 In II 1' MIN. INTERIOR O LL v x 20 MIN. '' n dM 1/4- MAX. - - LL SHIM THK. ; i E SEE 2 33 - •I LXIFBlOB Y DETAIL A SHT. 7 26 25 21 24 g 28 4 OPERATING UNIT 1X BUL'X 35 20 32 li 1 34 9 OPTION IN NASONRY/l'ONCRET6 1 1/4" 30 21 (SCALE., 6" a1'-0") 1 MIN. EMB. 0 Z ZF 1 1/SHIM �� �NJ -J-IVUWi 21 21 SEE DETAIL A MIN. rpm 00 r 22 SHEET 7 1^ 0 O Z(n SEE 9 MIN. a°p OSE O = 4 DETAILEG EXTE814S DETAIL SHT. 6 21 30 <� O O Z0 W o SHT. 6 „��w- 31 W m w 0O dS 23 000a0 ` D Z O 22 .fNTE6148 r MIN.1� m W N w v`S� 24 ., MIN. O W m V) Y w o e INTERI08 EXTERIOR O ro co xz nY1 21 1 1/4. 21 ...29 29 '4 D. a O MIN. 3 20 35 34 1J r 30 - EMB. 4 0 m 2134 19 20 C ONTAL CROSS S 4C'T/ON TYP. 1 2 31 32 2 4 OPERATING UNIT 1X BUCK 6 0 27 29 - OPTION IN AfASONRY/CONCRETE a RIGNT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN 1" MIN. o .. (SCALE.- 6" =/'-O") Of 0 11 \ < O 1 34 1' MIN. a' Z N \ wQ a \ 5 a- "o0 • • •• NOTES: O O w • • • FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS 15 &1134), SEE N a0 \z Q • • , \ SEE DETAL A SHEET 5. cli C N w 1' MIN. 1 - ON SHEET 7 Q •. •- • • OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG O — 1" MIN. 1' MIN. 1" WN► •••v • • \ • AS MINIMUM EMBEDMENT IS 4157 1rP/i O Z 1 a � 1/4- ES....NR� DATE 6/18/13 a G vs p MALE:AS NOTED 2 A • • ? • • IFIRA• ••• Z�:'V y F '•.O �� 4 OPERATING UNIT>X BUCK • • 0 1 1/2%IN. EI�. :,'N¢7377$ i DWG. B-. EAG OPTION!N RASONRY/CONCRETE - - CHK.BY-.S. SAFFEL • • • • •• • • • • • 'O':`�yTAT;E o c - HERMES F.NORERO,P.E. (SCALE.' 6" =f'-O") •• •• �'' � I4 � FLORIDA P.E NO.T3T78 DRAWING NE cor RErF'• •IRWO�TAL MAMNRY/CONCRETE INSTALL : 0T' t cz oP;`��`: BUILDING DROPS,INC. ,JW0509-03 (C �� 398 E DANIA BEACH BLVD.,STE 338 BYN CROSS SECTION OF HEAD OR JAMB ' ssioNaL E' DANIA BEACH,FL 33004 OTHERS �i� \\ POPE CERT.OF AUTH.N0.295!8 SHEET 4 OF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL B 2 2 SHEET 6 0 SEE DETAIL B SIM rn SEEHEET 5 DETAIL A e 1 SEE DETAIL B Q rn n o Om O(�+IN 6• SHEET 6 p 6" 12 1/2" TYP. 6 SHEET 5 :0 y N o a000.0 d Y N r r a� 1 Ci OJ moU) iln O� — C-- �. Li Li vwi v=i 5 < D0 Do 5 m G ►�m a LL 4_ EL W) n TYP 4 SEE DETAIL D- a- M M m TYR 1- co SHEET 6 c Y N A ,ID to co A B aD to \ rn o o Lw z °D cD - - 3 co R cD 3 3 V)J ca M 00 ¢ M U N U O O O Z \ U DO d ¢ D L - 4 - n 5 TYR to 0 a rOi 5 TYP. O - o N3 M O w Q ujQ 1 1 I I 1 IQo� s Of zo 1 C) m SEE DETAIL A I 3 vl i z 6" g"J��l21�2" TYP. 6"�1 SEE DETAIL A � ¢ SHEET 5 37 1/2" 74„ SHEET 5 o o ~ 11 ALL DOOR MODELS ARE VIEWED 11 18 a FROM THE INTERIOR SIDE 'J UQ CO (Dw� SEE DETAIL E SHEET 6 o o o o � z3 w 0 BEUwD ANCHORING LOCATIONS ANCHORING LOCATIONS DOUBLE J 0 J J z OUTSWING SINGLE UNIT (X) Or/-S)FING UNIT XX <U<< o SCALE- 1/2" =1'-0" SCALE.- 1/2" =1'-O" z 0 z z N Ld 2 a • ao0 � •• ••• 0 • • • • • •• 0 w 14 • • • • • • • -Ln-�00�o • •• • • • • • • •• • • • • ••• •0 000 Nd'N 00 0 U m¢Z 1 1 DATE: 6/18/13 000 • • ••• ••• Tie')4 //SFR��p SCALE:AS NOTED • • • • • • Na 7377$ ' • • Dwc. ar: EAG • • • • •• • • • • • - -/f - - • •• • • • •• •• = "5TAr.E OF o = CHK. R+:S. SAFFEL • • 14 ,• �` DRAWING NO••• • • • 40.77 P.E.FLORIDA T/8 ` .......••.. .: G�� BUILDING DROPS,INC. JW0509-03 DANIA BEACH D STE DETAIL A DETAIL B �'�,S/ONA�E'�.�� 79BEDAMABEACH,FLD7aoa 338SCALE- 3" =1"-0" SCALE.- 3" =1'—Q'6• • • • 7j11111111\1111 FSPE CERT.OF AUTH.No.29578 SHEET 5 OF 7 • • • • • • • • • • 4 9/16" �- ANCHOR ® EXTERIOR SIDE EXTERIOR 7 34 3/4"� 1 1/4" 2 2 m � rn M.o �rn O In o 3 6 5/8 2 0 O m 0 M N 1/2" 1 33 o 2 m Iun 4 3334 C 0 CO°D • im-Qa O m n N I73/8',A+STRAGAL 3 5 1/2- 17 0 '�" 5 1/2" o of L= x • 4 RRILL ET1 33 E a LL • THRU FRAME/MASONRY 33 34 Y 6 x 1-3/8" DEEP DETAIL B DETAIL C DETAIL D -DETAIL A -HINGE dlOUNTINC DETAIL THROWBOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO ✓AA(BS STRIKE PLATES TO ASTRAGAL SCALE: 3" =1'-0" SCALE: 3" =1'-0" SCALE: 3/8" =1'-0" SCALE. 3/8" =1'-0" F—J OOm V O O N M ¢roo a - o 0 uj Cc ° O w WOZ m O o_JIn s a co O w vW V)DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE ao1/2" x 1/4" CU-D SPACER L o THRU THRESHOLD/MASONRY x 1-3/8" DEEP ° 00 1 0 ° 30 <r a a 21 m 1/8" TEMPERED GLASS 10 z .zz ° 1/2"AIR SPACE o 3,O O ® OD \ a-o�� M O W 7 34 8 rYP. 0.090" Pve Z cr"ir x NTERLAYER BY w-1 0-1 J z SOLUTIA c w U w w 0) 8 XT I R (NOA 3/12-1231.09) O_w w w OR CURRENT APPROVAL a 5/8" GLASS 21 BITE 1/8" ANNEALED DG to 0 1 •• ••s • • • • • •• 0 w • f< • • • • • • • DoH, DETAIL F - ENDURE AS7ICAL• • • •• •• DETAIL C - ODL DETAIL E ,I�zzrr �* ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPACING bSE x7�_rPft 116 • • • GLAZING DETAIL ISULATED CLASS SCALE: 3" =1'-0" saal. ATS • • •• Sg44ftfl 6" =1'-0" w o v m a O z DATE: 6/18/13 • ••• • • ••• ••• Ste:' F O sy SCALE:AS NOTED ••• • Dwc.Ery: EAG • •• - v ''$TAT,.E OF O CHK.er:S. SAFFEL • • ••• ••• •• •• tri P: �((�` HERNES F.NORERO,P.E. DRAWING NO.: • • O�•.• C p'RSO FLORIDA RE NO.73778 •.........•• G� . BUILDING DROPS,INC. JW0509-03 98 �101'1111\�� ``` 3FBP DA RTBEACH ,FOF V33004 NO.295M SHEEP 6 OF 7 ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" 0 0 4 9/16"� M 9/16" C a n o L N F, 0 F t . N c%J CD CL o 00 Lo 4 9/16 „ m _ o m u�i r--2 3/16"—� —� —1116" (Min) ,LL T r L L R en 'a LL ' WOOD JAM INSC E. BED OE 3 BUTT SCALE. 6 4x11'OA' 9 QDSP655S SCALEON R 6 E T Op �� OUTSWINC THRESHOLD 6ENDU�) Y '2 1 13/16" 2 1/2" `O 0 U w2 �- 3 1/8" --i 1 3/16"�I 1 1 1/16", r��w OO I } O ASTRAGAL \ 11/16- �_ aro o U3 It LjjLu §""B'�LOCK UPPLATCPORT N w�0 dI II z — 26, 1 11/16" t— }'{f--1/8" W o U5/16"— f- z_ m U 3' TOP RAlL LVL 0o w N z HINGE STILE VL) BOTTOM RAIL 3 13 CA I A - 25 - WOOD 3 Z LATCH STILE LVL S' 25GA CAV SCALE.• 6" =1'-0" �7 SCALE 6" -1'-0" SCALE 1" =1'-0" SCALE.• 6" z� SCALE. 6" =1'-0" o 0 o a a a �2 1/2"� z�z m 1 3/4" �� 0 o3. N�N U) —T � O O m ^ U " O O <LLJ UO<< 0 0 :LLI K 1" t Ld LcJD I CW51 �a ASTRAGAL BOLT - MAT.- C/R STEEL ROD-O ••• ••: ••: ••• : : ••• 18 SCALE. 6DLATE " 1'-O" 30 SCAL N FRAME o 000 0 w ASTRAGAL SILL ODL ALLEN SCALE.• 6" -1' N't N O • •• • • • • ••• • •• ••• •• • • • •• 0000¢0 3/16" C-SINK. NOTE N DATE: 6/18/13 1-USE #10 WOOD INSTALLL..PP��TTION SCREW W/ 1 1/2" MIN. EMBEDMENT ��Q-;.•.......... WHEN INSTALLING INTO WC9)D SL14TRATE e? EADV& JAM6G.• ••• L S,• �GE�ISF '•p0�2 S�E:AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WiIE I T LING I O MILLIONS. DWG.BT: EAG / 3-USE 3/16" ITW TAPCON AN:HOF:#/•1 171f IRINP EIOBEDO • -13'F-STATE OF i It = CHK.BY:S. SAFFEL WHEN INSTALLING INTO CONCRETEf MASONRY• UEISTFZATE AT••STDELISI!' SILLS. ? '••FCGRtO �w FLORIDA F. NO.7377 DRAWING NO.: .� �S ••......•' G? BUILDING DROPS,INc. JW0509-03 DETAIL A�ETA�L A COUNT���NK DETAILDETAIL O� SONAL EJ``� 798 E DDANIA REACH ANIA BEACH,PL 3700M1 E SCALE.- 1/4" =1'—O" �""fiIII IIS`` FBFE CERT.OF AUTN,N0.29578 SHEE 7 OF 7 • • • • • • • • • • • • •• •• • • • •• •• 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Of JELD-WEN, inc. Contours Premium Steel Wood Edge Full Lite Outswing Door for Florida Product Approval kI Florida Building Code 2010 : ••e *boo** Per Rule 9N-3 ••• '• sees% .•sees •se. sees.. sees Method: 1 — A (Certificatiotu.�...• •••.•• ••.•• Category: Exterior Door AssVWhf y • ••• ••:••' Sub — Category: Swinging Exterior.b bAr Asseirp6lies . • . . sees:* sees.. Product: Wood Edge Impact Glgj@J�Steel OS Door • sees.. Material: Wood/24 Ga. Steel **so ' Product Dimensions: 74"x 80.75" Prepared For: `````I111111!//////I Prepared by: . ��S F. Florida Professional Engineer# 73778 V ` Date: 06/27/2013 7� ,z' -_ Contents: - *`� � Evaluation Report Pages 1 -5 TAT Installation Details Page 6 i Qn 0%"Yt, Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document ���is`S/ONAL Date:2013.09.04 14:18:19-04'00' ////I HeM&-Yflo1,rero, P.E. Florida No. 73778 BUILDING DROPS FL#: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 j Report No: 2440 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74"x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of ft p�rioduct named herein. ' This product has been evaluated for use in locations adhering to the 201 &ida Building Code. ...... 00000's '960600 See Installation InstructionsJW0509-03,signed and sealed by Hermes Norerb,'P.E. (FLVT5778)far:-....... . .. ..... . specific use parameters. •*�• ; • ...... . . 00 . . . ...... ..... Limits of Use: 000 1. This product has been evaluated and is in compliance with the 2010 Florida BuldPrig Codt, . 0000 includine the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 6 BUILDING DROPS FL#: FL14569-R3 A Perfect Solution in Every Drop Date: 0 013 ,a Report Noo:: 2440 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc. (FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E331-00 • ASTM E283-91 • ASTM E1886-05 • ASTM E1996-05 Referenced Data: • _ 0000.. 0 0.0000 1. Product Testing performed by National Certified It Wrtg Labp�atec Inc. .' (FBC Organization# TST1589) •.•:•• •••••• 0000.. Report#: NCTL-210-3195-1, Report Date: 01IWW13 :...,: 0000 Report#:SJW2011-070, Report Date:06ft13afti '•.�•• ••��� Report#: NCTL-210-3195-1A, Report Date: 04t2"5 �:•�.: ::::�� 0000.. • 2. Quality Assurance National Accreditation and Management Institute 0000.. 0000.. (FBC Organization# QUA1789) •• •••• "': 3. Certification Agency National Accreditation&Management Institute, Inc. (FBC Organization#CER 1773) 4. Solutia Saflex Interlayer Miami Dade BCCO (FBC Organization#: CER 1592) NOA#: 12-1231.09 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date:03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS FL#: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 Report No: 2440 f Certificate of Authorization:29578 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the 2010 Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E1996-05 2) ASTM E84-08 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E1996-06 2) ASTM E84-07 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the 2010 FBC including HVHZ provisions. ...... . ...... .... .... . . .... .... ..... ...... . ... ..... .. .. .. . ...... . . . . ...... Hermes Norero, P.E. Florida No. 73778 Page 4 of 6 r l BUILDING DROPS FL#: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 Report No: 2440 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation instructions (JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: .000.0 Design Pressure •• • 0000.. Positive 60 PSF .. •••••• • 0000.. . 0000 Negative 60 PSF •••••• 0000.. 0000 0000 . . 0000 0000 0000. .. .. .. . 0000.. 0000.. • 0000.. .. 0000 Hermes Norero, P.E. Florida No. 73778 Page 5 of 6 i � V . BUILDING DROPS FL#: FL14569-R3 Date: 06/27/2013 A Perfect Solution in Every Drop Report No: 2440 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Wood Edge Impact Glazed Steel Outswing Door 1 � � 1 • ...... . ...... .... .... . . ...... . ... ..... 1 1 1 •• •• •• • 0000•• I 0000•• • •• • • • • 00000 0 .00.44. • • • •0460• •• • 0004 • 0 • 1 Hermes Norero, P.E. Florida No. 73778 Page 6 of 6