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WS-13-0629Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number. INSP- 208220 Permit Number: WS -3 -13 -629 Inspection Date: March 10, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ESCOTT, KEVIN Job Address: 78 NW 99 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Buildina Denartment Comments Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010330070 INSTALLATION OF 18 NEW IMPACT WINDOWS AND Infractio Passed Comments INSPECTOR COMMENTS False DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 207266. CREATED AS REINSPECTION FOR INSP- 188270. No access Failed El Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 10, 2014 Page 1 of 1 Miami. Shores Village O `f` Lk 3 Building Department w �� aip l3 �;j&l0050 N.E.2nd Avenue, Miami Shores, Florida 33138 m I Tel: 305 795.2204 Fax: 305 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING PEAR 2 2013 By:....o ®oa000smmo moo _ FBC 20 n Permit No. Master Permit No. ROOFING JOB ADDRESS: S NV q9 Sr City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO D� Flood Zone: N OWNER: Name (Fee Simple Titleholder): �� ►dy �sc� o Phone #:2s0 y. '5rV1. 2301 Address: )'b �ju S7 City: M "cave 5;iW ee-'5 State: _ Zip: "3 31:5 0 Tenant/Lessee Name: 46% Phone #: W A Email: IrPAP e K ev« • e'SC CONTRACTOR: Company Name: �� Phone #: 1 Address: City: Qualifier Name: State Certification or Registration #: Zip: Contact Phone #: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer. Phone #: Value of Work for this Permit: $ Alow Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration. . ONew ORepair/Replace Description of Work: �Ket31ex-e L1,40 vi / Hof -S ° Color thru tile: Submittal Fee $ Permit Fee $ C CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ ODemolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) lJ ehs r'-r' m o Mortgage Lender's Address City State a 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of 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. S Signature Owner or Agent The forego gins en��t33was a knowlejd/ged b e m s pR day o OL , by who is onally known to me or who has produced ilk f identification and who did take an oath. a Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY, PUBLIC: r "LL06 aa NOTARY PUBLIC: G _ grate o1 Flon Sep 23,2015 Sign: P} EE 12$$10 Sign: Print: =,s•� v o-t= Gom1 rough National No a Print: My Commission Expires: My Commission Expires: APPROVED BY < �Cf Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012 )(Revised 3/12{2012) )(Revised 06 /10/2009)(Revised 3/15/09 )(Revised 7/10/2007) 1@ - Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: ,` DATE: 3, V ADDRESS: D I �jQ SS '571 t'-N 5ftUR-s L-3 3150 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initi 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. 1 understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initi 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building lf the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself Is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially Improved it for sale or lease, which violates the exemption. Initia( 5. 1 understand that, as the owner- builder; I must provide direct onsite supervision of the construction. W-MOP 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. �_ -- In 7. 1 understand that it is frequent practices of unlicensed persons to`have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initi I 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. f Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or hb:/ haww. mvAoridalicense .com/dbnr /pm /cilbriindex html Initi d 11. 1 am aware of, and consent to, an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: ff-mm 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure'. Initi Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whetherthe contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the krcal permitting agency responsible for issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. !� Was acknowledged before me this Of I day , 20 i 9 Y o By IVI who was personally known to me or who has Produced there License or 6b 4 identification. OWNER NOTARY CLAUDIA V. CUBILLOS Notary Public - State of Florida c My Comm. Expires Sep 23, 2015 Commission # EE 128810 �IjOF f�Ua�•, �� Bonded Through National. Notary Assn. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 April 3, 2013 Permit No: WS 13-629 Building Critigue 1. Provide State of Florida or Miami Dade County product approvals. 2. Provide PA for Mullians. 3. Identify the product to be used in each opening. Norman Bruhn CBO 305 - 762 -4859 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:_W�CJ� 100P DATE: M11 S M ES C4- Ej Contractor "No owner o Architect Picked, Ians and her Address:' C 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 Buildin p ent to ntinue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: r Product for Each Opening Window Schedule = W1 through W15 will be jeldwen Windows Series 6100 S/H or 6400 D/H Premium Atlantic Windows Door Schedule = D1 through D3 will be jeldwen "Stel Wood Edge" Double in swing /Out Swing Entry Doors tx ACOSTA & ASSOCIATES WIND PRESSURES FOR WINDOWS & DOORS REPLACEMENT AT EXISTING MIAMI - SHORES RESIDENCE 78 NW 99TH STREET MIAMI SHORES, FLORIDA 33150 STRUCTURAL CALCULATIONS DATED March 25, 2013 ACOSTA & ASSOCIATES PROJECT No. 1016 March 25, 2013 IVETTE ACOSTA FLORIDA P.E. #69955 ACOSTA & ASSOCIATES CONSULTING ENGINEERS, INC 7626 W 34TH LANE, UNIT 203, HIALEAH, FL 33018 P. 305.979.0830 F. 305.817.9357 '\�,; ®oa -•O.t ®810 '�l a4✓ artYYj'. , ACOSTA & ASSOCIATES CONSULTING ENGINEERS, INC 7626 W 34TH LANE, UNIT 203, HIALEAH, FL 33018 P. 305.979.0830 F. 305.817.9357 Project Name: Kevin Scott - Existing House at Miami Sh Location: Miami By: is Start Date: 3/25/2013 Comments: ACalculationsWiindows Wind Pressures.wls Kevin Scott Existing House at Miami Shores March 25, 2013 ASCE7 -10 Local Information Wind Dir. I Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4 — [1.3] Copyright © 2020 SDG, Inc. i Page 1 of 5 Kevin Scott Existing, House at Miami Shores March 25, 2013 Section - Main Section Enclosure Classification: Enclosed Wall I Length (ft) I Overhang (ft) 1 44.0 0.67 2 36.92 0.67 3 44.0 0.67 4 36.92 0.67 Eave Height: 9.75 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof Slope(:12) A &B 3.0 W2 - - - - -- - - - - -- W1: A B W4 W1 W4 W3 ASCE7 -10 B W4 W3 W2 WLS4 — [1.3] Copyright © 2020 SDG, Inc. Page 2 of 5 Kevin Scott Existing, House at Miami Shores March 25, 2013 ASCE7 -10 Composite Drawing LVA �Al- WLS4 — [1.3] Copyright © 2020 SDG, Inc. Page 3 of 5 Kevin Scott Existing, House at Miami Shores March 25, 2013 ASCE7 -10 'Components and Cladding Input Component Description Wall/Roof I Surface Label Zone Span(ft) Width(ft) Area(sgft) window 4.5'x3' Wall 1 (All) 4.5 3.0 13.5 door 6.83'x2.83' Wall 1 (All) 6.8 2.8 19.3 window 1.67'x3.25' Wall 1 (All) 3.3 1.7 5.4 window 4.33'x3.2' Wall 1 (All) 4.3 3.2 13.7 window 3'x3' Wall 2 (All) 3.0 3.0 9.0 window 4.33'x3.2' Wall 2 (All) 4.3 3.2 13.9 window 4.58'x4.33' Wall 3 (All) 4.6 4.3 19.8 window 6.25'x4.33' - Wall 3 (All) 6.3 4.3 27.1 door 7'x3.33' Wall 3 (All) 7.0 3.3 23.3 window4.5'x4.17' Wall 3 (All) 4.5 4.2 18.8 window.433'x4.17' Wall 4 (All) 4.3 4.2 18.1 door2.67'x7' Wall 4 (All) 7.0 2.7 18.7 window3.17'x3.33' Wall 4 (All) 3.3 3.2 10.6 WLS4 - [1.3] Copyright © 2020 SDG, Inc. Page 4 of 5 Kevin Scott-- Existing House at Miami Shores March 25, 2013 ASCE7 -10 Components and Cladding Output Component Description Surface zone z(ft) q(psf) GCp I GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) window 4.5'x3' 1 4 12.1 56.6 0.98 0.18 55.5 45.3 65.7 12.1 56.6 -1.08 -61.1 -71.3 -50.9 5 12.1 56.6 0.98 55.5 45.3 65.7 12.1 56.6 -1.35 -76.4 -86.6 -66.2 door 6.83'x2.83' 1 4 12.1 56.6 0.95 0.18 53.8 43.6 64.0 12.1 56.6 -1.05 -59.4 - 69.6 -49.2 5 12.1 56.6 0.95 53.8 43.6 64.0 12.1 56.6 -1.30 -73.6 -83.8 -63.4 window 1.67'x3.25' 1 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.40 -79.2 -89.4 -69.1 window 4.33'x3.2' 1 4 12.1 56.6 0.98 0.18 55.5 45.3 65.7 12.1 56.6 -1.08 -61.1 -71.3 -50.9 5 12.1 56.6 0.98 55.5 45.3 65.7 12.1 56.6 -1.35 -76.4 -86.6 -66.2 window 3'x3' 2 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.40 -79.2 -89.4 -69.1 window 4.33'x3.2' 2 4 12.1 56.6 0.97 0.18 54.9 44.7 65.1 12.1 56.6 -1.07 -60.6 -70.8 -50.4 5 12.1 56.6 0.97 54.9 44.7 65.1 12.1 56.6 -1.35 -76.4 -86.6 -66.2 window 4.58'x4.33' 3 4 12.1 56.6 0.95 0.18 53.8 43.6 64.0 12.1 56.6 -1.05 -59.4 -69.6 -49.2 5 12.1 56.6 0.95 53.8 43.6 64.0 12.1 56.6 -1.29 -73.0 -83.2 -62.8 (window 6.25'x4.33' 3 4 12.1 56.6 0.92 0.18 52.1 41.9 62.3 WLS4 - [1.3] Copyright © 2020 SDG, Inc. Page 5 of 5 Kevin Scott-- Existing' House at Miami Shores March 25, 2013 ASCE7 -10 Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp I GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) window 6.25x4.33' 3 4 12.1 56.6 -1.02 0.18 -57.7 - 67.9 -47.5 5 12.1 56.6 0.92 52.1 41.9 62.3 12.1 56.6 -1.25 -70.8 -80.9 -60.6 door 7'x3.33' 3 4 12.1 56.6 0.94 0.18 53.2 43.0 63.4 12.1 56.6 -1.04 -58.9 - 69.1 -48.7 5 12.1 56.6 0.94 53.2 43.0 63.4 12.1 56.6 -1.27 -71.9 -82.1 -61.7 window4.5'x4.17' 3 4 12.1 56.6 0.95 0.18 53.8 43.6 64.0 12.1 56.6 -1.05 -59.4 - 69.6 -49.2 5 12.1 56.6 0.95 53.8 43.6 64.0 12.1 56.6 -1.30 -73.6 -83.8 -63.4 window.433'x4.17' 4 4 12.1 56.6 0.95 0.18 53.8 43.6 64.0 12.1 56.6 -1.05 -59.4 - 69.6 -49.2 5 12.1 56.6 0.95 53.8 43.6 64.0 12.1 56.6 -1.31 -74.1 -84.3 -64.0 door2.67'x7' 4 4 12.1 56.6 0.95 0.18 53.8 43.6 64.0 12.1 56.6 -1.05 -59.4 - 69.6 -49.2 5 12.1 56.6 0.95 53.8 43.6 64.0 12.1 56.6 -1.30 -73.6 -83.8 -63.4 window3.17'x3.33' 4 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.39 -78.7 -88.9 -68.5 WLS4 - [1.3] Copyright © 2020 SDG, Inc. Page 6 of 5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. US -IS -C261 TAX FOLIO NO. 11- �� •'��`� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. OR #?k 28711 Ps 0544 °s (1cs ) RECORDED 07/05/2013 11 :49950 HARVEY RUVINv CLERK OF COURT HIANI -DADE COUNTYs FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 2. Description of improvement: 3.Owner(s) name and address: Wehlm4 el=W, -W& %a IS Sr IM A& 231-10 Interest In property: QuMeL Name and address of fee simple titleholder U&-U ba ftM @MRS., OeS i_ i M W A romft ® 0 4. Contractor's name, address and phone number. 6. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number IA Amount of bond $ 6. Lender's name and address: IQ got 103II. & eeyies �® • �� 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number_ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: UPI 9. Expiration date of this Notice of Commencement: lithe expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH RNEY-BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT j .. 7 OF Signature( of Owner r Owner(s)` Auttriz r/Director /Partner r' a>A c F n Prepared By h C—W gMA252 y Prep Print Name 106s Print Title/Office mal Title/ STATE OF FLORIDA COUNTY OF MIAMi -DADE The foregoing instrument was acknowledged before me this 3 day of 2,0 t � By. K�Q_,j fp c e4+- ❑ Individually, or ❑ as for OLPersonaliy known, or ❑ produced the following type of identification: Signature of Notary Public: , . Print Name: U (SEAL) ,IEANWL. VERIFICATION PURSUANT TO SECTION 92 625 FLORIDA STATUTES E � Under penalties of perjury, I declare that I have read the foregoing and g �'e that the facts stated in it are true, to the best of my knowledge and belief. Signature(o) of a s) Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By By izs-oi -- s en2 AF MIAMa IS AV 12 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BC U11 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE Jeld -Wen, Inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.NLI. & S.M.I. APPROVAL DOCUMENT: Drawing No. 10 -JWN 0001, titled "Clipped Aluminum Tulin Mullion", sheets I through 6 of 6, dated 03/09/10, with last revision dated 08/10/10, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name: Jeld -Wen, Inc. 355 Center Court Venice, Florida 34285 and the following statement: "Miami-Dade County Product Control Approved ". 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 Its, 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 data 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 10-0406.03 e c Expiration Date: September 22, 2015 B Approval Date: September 22, 2010 D g/ p1 /0 Page 1 Jeld-Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No.10-JWN-0001, titled "Clipped Aluminum Tube Mullion " sheets 1 through 6 of 6, dated 03/09/10, with last revision dated 08/10/10, prepared by , Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 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 along with marked up drawings and installation diagram of Jeld -Wen Premium Atlantic Vinyl Fixed Windows (8300) mulled together with aluminum tube mullion, prepared by National Certified Testing Laboratories, Test Report No. NCTL -210- 3383-2, dated 10/22107, signed and sealed by Gerard J. Ferrara, P.E. 2. Test reports on 1) Uniform Static Air pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Jeld -Wen Premium Atlantic Vinyl Fixed Windows (8300) mulled together with aluminum tube mullion, Prepared by National Certified Testing Laboratories, Test Report No. NCTL -210- 3383-2A, dated 06/28/10, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Engineering Express, dated 03/30/10, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of 2007 FBC conformance, issued by Engineering Express, dated March 25, 2010, signed and sealed by Frank L. Bernardo; P.E. 2. Statement letter of no financial interest, issued by Engineering Express, dated March 25, 2010, signed and sealed by Frank L. Bennardo, P.E. g TO to Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-0406.03 Expiration Date: September 22, 2015 E -1 Approval Date: September 22, 2010 WN I•J CLIPPED ALUMINUM TUBE MUL LARGE AND SMALL MISSILE IMPACT RESISTANT "MINI OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE UN LI MM PROVTDED THAT MULLION LIMITATIONS NOTED HEREIN TIRE NOT 0ICEEDED. 2. ANCHORAGE OF P64ESTRATWX PRODUCTS TO MLA-LIONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL HE MH (W1 +W2)/2 qa a. MLLIUM WAN - Lz 4.LL TRIBUTARY WIDTH m (W3 + W4) / 2 4.3. LL0N °C 4.3.1. SPAN - L2. . 4.3.2. TRIBUTARY WIDTH = (W4 + WS) / 2' MULLIONED FENESTRATION 1 PRODUCTS WITH TRANSOM 1 N.T.B. EXTERIOR E". t GENERAL NOTES 1. THE SYSTEM DESCRIBED F �p7E� MULLION DI�SIGNATIONS (MULION'A' MULLION B AND MULLIDN'C7 RHO OED IN OETAriS 1/1, 2/1. AND 3!1 ARE ED ONt.Y TO R,U/�TRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WtD7H3. ALL MULIONS SHOWN IN THE ABOVE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. N u. MULLION *A MULLION OR / ATM PROoud -- t� f PER SEPARATE APPROVAL MULLION •A• FENESTRATION f �q FENESTRATION PRODUCTP3t PRODUCT PER y SEPARATE APPROVAL 2 L ®12 4 MLWCN"B° MULUCN •C° MULLION •A° ey FENESTRATION FENESTRATION FENESTRATIClN r PRODUCTPER PRODUCT PER PRODIKTPER � SEPARATE SEPARATE SEPARATE APPROVAL - APPROVALL. 1 Z All /i - -•rr3° wua• •WS• —i "MINI OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE UN LI MM PROVTDED THAT MULLION LIMITATIONS NOTED HEREIN TIRE NOT 0ICEEDED. 2. ANCHORAGE OF P64ESTRATWX PRODUCTS TO MLA-LIONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL HE MH (W1 +W2)/2 qa a. MLLIUM WAN - Lz 4.LL TRIBUTARY WIDTH m (W3 + W4) / 2 4.3. LL0N °C 4.3.1. SPAN - L2. . 4.3.2. TRIBUTARY WIDTH = (W4 + WS) / 2' MULLIONED FENESTRATION 1 PRODUCTS WITH TRANSOM 1 N.T.B. EXTERIOR E". t GENERAL NOTES 1. THE SYSTEM DESCRIBED F �p7E� MULLION DI�SIGNATIONS (MULION'A' MULLION B AND MULLIDN'C7 RHO OED IN OETAriS 1/1, 2/1. AND 3!1 ARE ED ONt.Y TO R,U/�TRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WtD7H3. ALL MULIONS SHOWN IN THE ABOVE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. N NI: UN mn'ED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLIONED TOGETHER AS SHOWN, PROVID ®THAT MULLION LIMITATIONS N07 tD HEREBY ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALT. BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS 44 3.L O OM SPAN o Ll 4.1.2. TRIBUTARY WIDTH o (Wl + W2) / 2 FENESTRATION PRODUCTS 2 MULLIONED VERTICALLY 1 N.T.S. wffm TOR ELLW. VABTE STRESS HAS BEEN USED IN THE DURATION FACTOR Cd-1.6 HAS BEEN V PRESSURES CALCULATED FOR USE VED BY OTHERS ON A JOB-SPECIFIC WALL VMIFY THE ADBIUACY Of THE MaSTIVG Tntse r AND SUPERIMPO�D LOADS. WOOD NIJCKS (BY 13. M IOREDPROHERLYTOTRANSF [9tLOA09TOTHE SMALLP 14. / SHALL BE 6063 -76 ALUMINUM ALLOY, UNLESS NOTED PLATED. w MULLION *A MULLION OR SUBSTRATE MULLION OR SUBSTRATE FENESTRATION f FENESTRATION PRODUCTP3t PRODUCT PER y SEPARATE APPROVAL SEPARATE APPROVAL L MULLION •A° FENESTRATION PRODUCT PER SEPARATE APPROVAL l NI: UN mn'ED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLIONED TOGETHER AS SHOWN, PROVID ®THAT MULLION LIMITATIONS N07 tD HEREBY ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALT. BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS 44 3.L O OM SPAN o Ll 4.1.2. TRIBUTARY WIDTH o (Wl + W2) / 2 FENESTRATION PRODUCTS 2 MULLIONED VERTICALLY 1 N.T.S. wffm TOR ELLW. VABTE STRESS HAS BEEN USED IN THE DURATION FACTOR Cd-1.6 HAS BEEN V PRESSURES CALCULATED FOR USE VED BY OTHERS ON A JOB-SPECIFIC WALL VMIFY THE ADBIUACY Of THE MaSTIVG Tntse r AND SUPERIMPO�D LOADS. WOOD NIJCKS (BY 13. M IOREDPROHERLYTOTRANSF [9tLOA09TOTHE SMALLP 14. / SHALL BE 6063 -76 ALUMINUM ALLOY, UNLESS NOTED PLATED. w 11ITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLIONED TOGETHER MULLION LIMITATIONS O® HPAD MUM EDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETBU 04ED AS FOLLOW: 4.L. TRIBUTARY WIDTH (WI + W2) / 2 3 FENESTRATION HORIZONTALLY R 1 N.T.S. EXTERIOR ELEV. WITH THESE MULLIONS L, &gg. RAID LOAD EYTRY, BAFEG WS, Erc. IN ACCORDANCE WITH 0 'SOUTHERN PIKE" G-0M OR SHALL 0 AS NOTED IN HEREIN. ANCE EXCLUDES STUCCO, FOAM, LARGE MISSO IMPACTRESISTANTT, MATION PRODUCTSTO SE USED WITH BE USED BY LARGE MISSILE IMPACT, Cr APPLICATIONS. UMINUM SHALL BE PAINTED OR ON N M� d� all ip 5 a a MULLION *A MULLION OR SUBSTRATE FENESTRATION FENESTRATION PRODUCT PER PRODUCT PER y SEPARATE APPROVAL SEPARATE APPROVAL L 11ITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLIONED TOGETHER MULLION LIMITATIONS O® HPAD MUM EDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETBU 04ED AS FOLLOW: 4.L. TRIBUTARY WIDTH (WI + W2) / 2 3 FENESTRATION HORIZONTALLY R 1 N.T.S. EXTERIOR ELEV. WITH THESE MULLIONS L, &gg. RAID LOAD EYTRY, BAFEG WS, Erc. IN ACCORDANCE WITH 0 'SOUTHERN PIKE" G-0M OR SHALL 0 AS NOTED IN HEREIN. ANCE EXCLUDES STUCCO, FOAM, LARGE MISSO IMPACTRESISTANTT, MATION PRODUCTSTO SE USED WITH BE USED BY LARGE MISSILE IMPACT, Cr APPLICATIONS. UMINUM SHALL BE PAINTED OR ON N M� d� all ip 5 a a M a.lzs• Ix ° 0.95 M^4 Sx ° 0.631n ^4 ].nx3" MULLION 6' ° 1' -0• 6063 -T6 ALUM. °v 0.175° Ix ° 2.04ln^4 Sx ° 1.02 hi-14 t—,\-lnx4u MULLION L 6• ° 1'-0• 606346 ALUM. 2.321' --4 ANCHOR LOCATRNV, TIICAL 1.37r 0.312' 0.750 A10TFa'GOAL -POST CUP SHALL NOT BE USED FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. 'GOAL —POST" CLIP 3 6• ° 1'-0• 6063 -T6 ALUM. 0.110" 4.340• ---j ANCHOR LOCI�p� 0,290"" TYPICAL 0.31r }- }.0.290• t, T0 00.310 Ro.124" 0.465' m .40" }- 4 4.3340• --j NaM 'GOAL -POST CLIP SHALL NOT BE USED FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. /1'GOAL -POST' CLIP PLATE Y 6' ° 1' -0• 6063 -TB ALLM. 0.726• 0.476' -0.12r WP. $ {- 5.500' —� �7 �6 —J- }— }0.726^ o.a76• T 0.12r T". ANCHOR T —CLIP / C —CLIP r ° 1' -0° 606346 ALUM. \�� 6' ° 1' -0' 6063 -T6 ALUM. ✓�� ,.rte O QN ,a!Iu a n Aar! u 3-141 0 m� VeN IL ull I R g, 0.438• ANCHOR LOCATION, TYPICAL 0.438' 1NCHOR O A ANCHOR LOCATION. TYPICAL 0-1 T —CLIP / C —CLIP r ° 1' -0° 606346 ALUM. \�� 6' ° 1' -0' 6063 -T6 ALUM. ✓�� ,.rte O QN ,a!Iu a n Aar! u 3-141 0 m� VeN IL ull I R g, 1'x3.Oft 15x4' 'o" 1 2 910 95 OR SDS oo WITH FULLTHREAD PENETRATION INTO MULLION 910 S149 OR SDS WITH FULL THREAD PENETRATION INTO - MULLION, (2) PER CLIP 15x3' OR 15x4• 910 FLATHEAD SDS, (a) PEA C.II+ 910 SMS OR SDS WITH FULL THREAD PENETRATION INTO MULLION, (3) PER CLIP 1•x3' OR 15x4° 910 FLATHEAD SDS, (4) PER CLIP of 0 in N Zle� in N 1"Sx3' OR 15x4' _ 910 FLATHEAD 3• 4 4• x wo _ ` 8` 15xN 0 0 1 3. M 15x4' 0 2 2 TYPICAL ATTACHMENT AT 1 1 "x3" MULLION ATTACHMENT AT 1 1 "x4" MULLION ATTACHMENT AT i MULLION INTERSECTION. W/ C -CLIP I IMULLION INTERSECTION WI C -CLIP 3 3 MULLION INTERSECTION W C -CLIP ` 3 N.T.S: . VEAT SECWN 3 3 N.T.S. SIDE ELEV. 3 3 j N.T.S. SIDE ELEV. ` (Ia"IRg p t t� // / / , , O ONZON/05", g gq f f E zero c d 23I4ii41 0 O TYPICAL T CLIACHMENT: N.T$ SECTION ©�. r MULLION- 4.__.._. _. __ _- — `� 1 "x3" MULLION is1 ATTACHMENT WITH T -CLIP J N.TS. SIDE ELEV. FLATHEAD (4) PER CLIP 15x4• $ MULLION 2 d 1 "x4" MULLION s ATTACHMENT WITH T -CLIP g P3TS. SIDE ELEV. C10-31WN- DAR �3 BXWMG HOST _. . STRUCTURE 3 4 MIN. 010 FLATHEAD + 506, (2) PER aw EK1ER RI0 RI A ' 3/B° 1 WIDTH GOAL POST Cup ,4 N.T.S. SIDE MEN. ANY ANCHORS FROM ANCHOR SCHEDULE CEX �@T FOR ANCHORS TO HOLLOW CONCRETE BLOCK OR CONCRETE. ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRBTB MOST STRUCTURES 3/16" ITWTAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1 -1/4" MIN EMBED. TO WOOD BUCK OR HO9r BTRUCTYRB (0-0.88 MIN WOOD)1 • 010 WOOD SCREYS W1TH 1 -112" MIN. THREAD PENETRATION. TO 1/8" MINDIUM 6083 TS ALUMINUM OR 8L HOST STRUCTURE: 7 010 316 STAINLESS STET L SHEET METAL SCREWS OR SELF DRIELIM SCREWS WITH FULL THREAD PENETRATION THROUGH HOST STRUCTURE. N�T@t'GOAL-POST CLIP AND CLIP PLATE SHALL OT BE USED WITH 3/16` TAPCONS FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. MAY BE USED ONLY FOR ANCHORAGE TO WOOD, ALUMINUM, OR STEEL. ANCHOR NOTES: 'GOAL -POST CLIP (PART 03) UNDERNEALATE(PL- -POST (9.IP PLATE (PART 04)-1 010 FLATHEAD (2) PER 2` WITH 'GATTACHMENT L CUP q, N.T.S. - SECRON 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM 2 -SW EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW Omm 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NON94AL 2r (MW) WOOD SWO (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAM ,t ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF L!2". 5. WOOD HOST STRUCTURE SHALT. BE "SOUTHERN PINE" G -0.55 OR GREATER DENSITY. 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT MID EDGE DISTANCE, EXCLUDES STUCCO, FOAM, BRI IC, AND OTHER WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HNHZ, A ONE- TIME SITE - SPECIFIC NOTICE OF ACCEPTANCE SHALL LW APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDIINQ CODE COMPLIANCE OFFICE PRODUCT CONTROL DIWSION. FOR SITE CONDTWNS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE -TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, ORTHAT SITE SPECIFIC DOCILMENTS BE PRE. PARED. SIGNED, DATED ALND SEALED BY A LICENSED ENGINEER OR REGISTER® ARCHITECT, WHICH DETAIL AND ]USTIFY THE DEVIATION 7. WHERE E)OSTING STRUCTURE IS WOOD FRAMWfl, EXLSRNG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRATNIpIG MEMBERS, NOT INTO PLYWOOD. R. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE E)aSIING STRUCTURE. 9. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CON=CTION WITH 'GOAL -POST CLIP AND CLIP PLATE. f- 10 -JWN -0001 i ED ANY ANCHORS FROM SCHEDULE ANCHOR VrF FORANCHOAS TO HOLLOW CONCRETE is 0� E 0 BLOCK OR CONCRETE, e ff U yl Ago ON 0 O �` 2` WITH 'GATTACHMENT L CUP q, N.T.S. - SECRON 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM 2 -SW EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW Omm 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NON94AL 2r (MW) WOOD SWO (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAM ,t ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF L!2". 5. WOOD HOST STRUCTURE SHALT. BE "SOUTHERN PINE" G -0.55 OR GREATER DENSITY. 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT MID EDGE DISTANCE, EXCLUDES STUCCO, FOAM, BRI IC, AND OTHER WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HNHZ, A ONE- TIME SITE - SPECIFIC NOTICE OF ACCEPTANCE SHALL LW APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDIINQ CODE COMPLIANCE OFFICE PRODUCT CONTROL DIWSION. FOR SITE CONDTWNS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE -TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, ORTHAT SITE SPECIFIC DOCILMENTS BE PRE. PARED. SIGNED, DATED ALND SEALED BY A LICENSED ENGINEER OR REGISTER® ARCHITECT, WHICH DETAIL AND ]USTIFY THE DEVIATION 7. WHERE E)OSTING STRUCTURE IS WOOD FRAMWfl, EXLSRNG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRATNIpIG MEMBERS, NOT INTO PLYWOOD. R. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE E)aSIING STRUCTURE. 9. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CON=CTION WITH 'GOAL -POST CLIP AND CLIP PLATE. f- 10 -JWN -0001 i is MISM MUM-DADE COUNTY, FLORIDA • METRO-DADE FLAGLER BUILDING 140 WW FLAGLER SMET, SUITE 1107 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www-mlamidade-Govibuildinacode Jeld-Wen, Inc. (OR) 3250 Lakeport Drive Nkmath Falk, OR 97601 SCOPE: This NOA is being issued Under the applicable rules and regulations governing the use of construction materials- The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control. Division (In Miami-Dade County) and/or the AHJ (in areas other than Miaim-Dade County) reserve the right to have this product or material tested for quality assurance Purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ May immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DEscRimom Series "6100 SAE[ & 6400 DAE[ Premium Atlantic" Aluminum Single-/ Double Hung Windows - L.M.L APPROVAL DOCUMENT: Drawing No. JELD0093, titled "Premium Atlantic 6400 D/H & 6100 S/H MUM Window, LMI", sheets I through 8 of 8, prepared by PTC, LLC, dated 08/11/09 with revision "A', dated 12/17/09, signed, signed and dated 02111/10 by Robert J. Amoroso, p. F,., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact- Resistant Each unit shall bear a permanent label with the manufacturers name or logo, city; state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has be6 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 No. 07-0717.05 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above The submitted documentation was reviewed by Jaime J. Gasco., P. E. CotAr1Y 1APPIROVD! - D NOA No. 09-916.05 Expiration Date: Id December 12, 2012 Approval Date: blareb 17, 2010 Page 1 a. „4 +i !eld -Wen, Inc (OR) NOVICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. , DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD00931 titled "Premium Atlantic 6400 D/H & 6100 S/H Alum. Window, LMI ", sheets 1 through 8 of 8, prepared by pTC, LLC, dated-08 /11/09 with revisio n "A " dated 12/17/09, signed, signed and dated 02/11/10 by Robert J. Amoruso, P. E. B• TESTS L Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of double-/ single hung windows, prepared by National Certified Testing Laboratories, Inc., revised Test Report No.'s NCTL- 210 - 3588 -3 and NCTL -210- 3209 --4, dated. 01/06/10 respectively, signed and sealed by Gerard J. Ferrara, P. E. Z. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 '2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram �'� of double -/ single hung , prepared by National Certified Testing Laboratories, Test Report No. NCTL- 210 - 3209 -4, dated 08/16/07 respectively, .signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA No. 07 -0717.05) 3. Test reports on. 1) Air Infiltration Test, Per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced'Entry Test, per FBC 24113.2.1, TAS 202-94 along. with mark- up drawings and installation diagram of double hung window, prepared by Certified Testing Laboratories, Test Report No.'s CTLA -744W and CTLA- 744W1, dated 10 /15101 and 01/23/02 respectively, signed and sealed by Ramesh Patel, P. E. (Sub muted under previous NOA No. 02- 0408.02) i Jaime J. Gascon, P. E. Chief', Product Control Division NOA No. 09-0916.05 Expiration Date: December 12, 2012 E -1 Approval Date. March 17, 2010 . I Jeld -Wen, Inc MR) NOTICE ®F ACCEPTANCE: EVIDENCE SUBMITTED C, CALCULATIONS 1• Anchor verification calculations and structural analysis, complying with FBC 2007, prepared. by PTC, LLC, dated 08/11/09 and 02/11/10, both signed and sealed by Robert I Amoruso, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1• Mami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. I Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04117/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 11, 2009, signed and sealed by Robert J. Amoruso, P. E. 2, Laboratory addendum letter for Test Report no.'s NCTL- 210 - 3588 -3 and NCTL- 210- 3209 -4, issued by National Certified Testing Laboratories, Inc,, dated January 06/20102 signed and sealed by Gerard J. Ferrara, P. E. 3• Laboratory addendum letter.for Test Report no.'s CTLA -744W and CTLA- 744W1, issued by Certified Testing Laboratories, Inc,, dated November 13, 2002, signed and sealed by James Blakely; V.P. (Submitted under previous NOA No. 02 -040& 02) 4. Laboratory compliance letters issued, as part of above referenced test reports. (Submitted under previous NOA No's 02- 0408.02 and 07 -0317.05) 5. Sales agreement dated November 30, 2004 between Seasonshield, Jeld -Wen and William J. Gills, signed by William J. Gills. ( Submilted 'under previous NOA No. 07-071 OS) G. OTHERS 1. Notice of.Acceptance No. 07- 0717.05, issued to Jeld -Wen, Inc (OR) for their Series "Premium Atlantic "6400" Aluminum Singie Hung / Double Hung Windows ", approved on 10/112/07 and expiring on 12112/12. 2• Sales.. agreement between Seasonshield, Inc, and Jeld -Wen, Inc. (SubinaW under previous NOA No. 07 -0 717.0,5) Ja a I Gaston, P. E. Chief, Product Control Division NOA No. 09-0916.05 Expiration Date: December 12, 2012 Approval Date: March 17, 2010 E -2 71 777- [RE 1 � MATLANTIC 6400 DOUBLE ZUWG & 6100 LAH IN,STALLATION"MO)UGE DETAFM GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY W17H THE HIGH VELOCITY HUMCANE ZONE "M OF THE 2W FLORIDA BUILDING CODE (FBC) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT 0 bM 210.3fi8M DATED 0 VW0, CYLA -744M DATED 10118001, OTLA- 744W1, DATED 012302, NCTL 21032084, DATED 01W10 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERETESTED IN ACCORDANCE WITH CURRENTCADECOUNTY PROTOCOLS. L ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAW WIND FORCE RESISTING SYSTEM CAPABLE OFVWTIWAINOING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. IX PT BUCKS AND 2X PT WOOD FRAMING WHEN USED) SHALL BE DESIONEDANDANCHORED TO PROPERLY TRANSFER ALL LOAD$TO THE STRUCTURE SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. IN AREAS WHERE WIND -BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE SYSTHM18NOT REQUIRED. S. WINDOW FRAME MATERIAL: ALUMINUM ALLOY: SOWT8 (FRAME HEAD, BILL, JAMB) 6083.75 (SHIP -ON NAG: F" 6. GLASS MEETS THE REQUIREMENTS OFASTM E130M 7. DESIGNATIONS W AND `O' STAND FOR THE FOLLOWING: X:OPERABLE PANEL O: FIXED PANEL 8. A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LORDS WAS NOT USED IN THE DESIGN OF THE PRODUCT(8) SHOWN HEREN. WINDIOAD DURATION FACTOR (Od a 1•A) HAS BEEN USED FOR WOOD ANCHOR DESIGN. TABLE OF CONTENTS SHEET REV. SHEETDESCRIPTION 1 A GENERAL NOTES, INSTALLATION NOTES & D.P. CHART 2 A DOUBLE-HUNG ELEVATION &ANC OR LAYOUTS 3 A SWGLE 4LM ELEVATION &ANCHOR LAYOUTS 4 A VERTICALSEC110NS 8 A VERTICAL SECTIONS 8 A HORIZONTALSECTIONS 7 A GLAZING & CORNER DETAILS 8 A I BILL OF MATERIALS & COMPONENTS INSTALLATION NOTES: L ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOGA71ON SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 18 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 8HIM(S1 MAMMUM ALLOWABLE SHIM SIZE 18114 INCH. SHIM WHERE SPACE OF V18 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 4. FOR INSTALLATION INTO WOOD FRAMING, USE 010 WOOD SCREW$ OF SUFFICIENT LENGTH TOACHIEVE 112INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE RI 3M INCHES. S. FOR INSTALLATION THROUGH 1X PT BUCK TO CONCRETE i MASONRY, OR DIRECTLY INTO CONCRETE I MASONRY, USE 114 INCH ITW TAPOONS OF SUFFICIENT LENGTH TO ACHIEVE 1 -114 INCH MINIMUM EMBEDMENT (FOR MASONRY) & 1,V4 INCHES (FOR CONCRETE} MINIMUM EDGE DISTANCE 18 2 -12 INCHES FOR BOTH CONCRETE & MASONRY. 6. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF NAILING FN WHEN APPLICABLE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO ST L=O. FOAM. BRICK VENEER AND SIDING. S. FOR CONCRETE 18.00K APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 046. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 pd AND COMPLIES WITH AC 301, ACI 318-0& AND AC 388 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C4)0 AND AC 630-05. GRADE N. TYPE 1(OR GREATEN. GLAZINGOPT70N8 DESIGN PRESSURE RATIPK"—n LNIPACTRATING 1,2.3 & 4 +80,01 -80.0 LARGE NEE IMPACT � Egl Robed J.Ammmo,P.E FfMEa P.E. ft UM PAIHIL6 a � m a 37° 32 �4° MAX. MAX OA OA SASH Dd..O. 831!4' MAX. OA FRAME WIDTH 801/2" MAX O.A. -- - SASH WIDTH 48 314" MAX. O.A. D.L.O. WIDTH el C X (0.4 x LEG HEIGHT) ELEVATION DOUBLE HUNG FLANGE ELEVATION EXTERIOR VIEW ALL CORNER V MAX FROM CORNERS (TYP.) 10" MAX. SPACING IS FROM O.C. (TYP.) INTERIOR BUCK a 48 3/4 MAX. OA D.L.O. WIDTH 7� HEIGHT HEIGHT 5 1(TYP.) CORNERS (TYP.) OA + �— FRAM HEIGHT 37" 32 314" CTR. OF MEETING RAILS (TYP.) FRAME MAX, MAX HEIGHT I OA OA 3" (TYP.) 4" MAX. FROM T CTR. OF MEETING J SASH D.L.O. 37° 32 �4° MAX. MAX OA OA SASH Dd..O. 831!4' MAX. OA FRAME WIDTH 801/2" MAX O.A. -- - SASH WIDTH 48 314" MAX. O.A. D.L.O. WIDTH el C X (0.4 x LEG HEIGHT) ELEVATION DOUBLE HUNG FLANGE ELEVATION EXTERIOR VIEW DOUBLE IMG FLANOEINSTALLATION EXTERIOR VIEW ALL CORNER V MAX FROM CORNERS (TYP.) 10" MAX. SPACING IS FROM O.C. (TYP.) INTERIOR BUCK a 48 3/4 MAX. OA D.L.O. WIDTH 4" MAX FROM _ 0 5 1(TYP.) CORNERS (TYP.) HEIGHT. MAX 4" MAX FROM 3" (TYP.) � X CTR. OF MEETING RAILS (TYP.) FRAME } f HEIGHT 37" - - - - -- 3" (TYP.) 4" MAX. FROM T CTR. OF MEETING J �� RAILS (TYP.) X 4 SPACES SASH D.L.O. 7" MAX 0 O.G. (TYP.) ANCHOR LAYOUT DOUBLE IMG FLANOEINSTALLATION EXTERIOR VIEW 37" 32.V4" MAX. MAX. O.0. O.0. SASH D.l 0. _ 831/4' MAX. OA FRAME WIDTH 80112' MAX OA . — SASH WIDTH a 48 3/4 MAX. OA D.L.O. WIDTH VV 00 IL REINFORCEMENT 5 78114 HEIGHT HEIGHT. MAX ��- ---� ®_ FRAME } f HEIGHT 37" 32 314' MAX. MAX. OA OA SASH D.L.O. HEI1GHT HEIGHT ..i� 37" 32.V4" MAX. MAX. O.0. O.0. SASH D.l 0. 4 �� WEEP NOTCH (O.Wx LEO HEIGHT) ELEVATION DOUBLE HUNG ON ELEVATION EXTERIOR VIEW 3' MAX FROM CORNERS (TYP. ) � O.C. MAX. O (TYP.) 3" MAX FROM 0 CORNERS (TYP.) �X S` MAX X O.C.(PYP.) ANCHOR LAYOUT DOUBLE IMO FIN INSTALLATION EXTERIOR VIEW 8 R*WaJ.Ammm%PE ftw P.E. Ra 48m wvp b 05 J� _ 831/4' MAX. OA FRAME WIDTH 80112' MAX OA . — SASH WIDTH a 48 3/4 MAX. OA D.L.O. WIDTH VV 00 IL REINFORCEMENT 5 Y `1f 4 �� WEEP NOTCH (O.Wx LEO HEIGHT) ELEVATION DOUBLE HUNG ON ELEVATION EXTERIOR VIEW 3' MAX FROM CORNERS (TYP. ) � O.C. MAX. O (TYP.) 3" MAX FROM 0 CORNERS (TYP.) �X S` MAX X O.C.(PYP.) ANCHOR LAYOUT DOUBLE IMO FIN INSTALLATION EXTERIOR VIEW 8 R*WaJ.Ammm%PE ftw P.E. Ra 48m wvp b 05 J� 531/4° MAX OA FRAME WIDTH 50 112" MAX C.A. SASH WIDTH 48 314` MAX OA . D.L.O. WIDTH 3r 32 314° el G MAX MAX. 5 OA OA M SASH D.L.O. 6 S 76 U4° HEIGHT HEIGHT MAX. OA- - - - -- FRAME Et STEEL HEIGHT 3r 32 314° MAX MAX 4 REINFORCEMENT A SASH D.L.O. b // F(W E NOTCH HEIGHT HEIGHT 0.8'xLEGHEIGHT) ELEVATION MMUTITET—rel FLANGE ELEVATION EXTERIOR VIEW ALL CORNER 6' MAX, FROM I�L� 10 ° MAX. SPACING IS FROM CORNERS (TYP.j) I I O.C. (TYP.) INTERIOR BUCK 4'MAXFROMJ �� 13b 4' MAX FROM CORNERS (TYP.) �P') CTR. OF MEETING 3" ) 0 " T RAILS V YP.) 4" MAX FROM �� - - - - -- CTR. OF MEETIN'31 RAILS (�•) X 4 SPACES r MAX �� O.C. (TYP.> l ANCHOR LAYOUT SINGLE HUNG FLANGE INSTALLATION EXTERIOR VIEW MAX MAX. OA • OA SASH D.L.O. 76114° HEIGHT HEIGHI MAX _1__� OA FRAME HEIGHT 3T 32 31V I MAX, MAX. O.A. OA SASH D.L.O. 3' MAX, FROM CORNERS (TYP.) l 3" MAX FROM —T j CORNERS(TYPJ 8` MAX D.C. (TYP.) _ 531x4• MAX. OA FRAME WIDTH 501/2" MAX OA SASH WIDTH 46 314" MAX. OA D.L.O. WIDTH m ELEVATION SINGLE HUNG FIN ELEVATION EXTERIOR VIEW S" MAX O.C. (TYP.) STEEL REINFORCEMENT — WEEP NOTCH (0.5"x LEG HEIGHT) ANCHOR LAYOUT SINGLE HUNG FIN INSTALLATION EXTERIOR VIEW 0 U a° z f�i:L gf�i� PJ*8dJ. AffW=, P.6. Fbft P.B. Na 49M W 1 VO +I a . O�n 3 3' MAX, FROM CORNERS (TYP.) l 3" MAX FROM —T j CORNERS(TYPJ 8` MAX D.C. (TYP.) _ 531x4• MAX. OA FRAME WIDTH 501/2" MAX OA SASH WIDTH 46 314" MAX. OA D.L.O. WIDTH m ELEVATION SINGLE HUNG FIN ELEVATION EXTERIOR VIEW S" MAX O.C. (TYP.) STEEL REINFORCEMENT — WEEP NOTCH (0.5"x LEG HEIGHT) ANCHOR LAYOUT SINGLE HUNG FIN INSTALLATION EXTERIOR VIEW 0 U a° z f�i:L gf�i� PJ*8dJ. AffW=, P.6. Fbft P.B. Na 49M W 1 VO +I a . O�n BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR AAX. OA FRAME HEIGHT 76 IM ;v 3H8' ITW TAPCON =/ INSTALLATION ANCHOR CONCRETE BY OTHERS `(SEE GEN NOTE 2, SHT.1 & INSTALLATION NOTE 10, SHT. 1) U\ 114' MAX J 14 \\ SHIM 0 SHIM AS REQ'D. (SEE INSTL NOTE 3, BHT 1) _ DETAIL 6 INTERIOR SHEET (D'�,VMMT�ICAL AM - d G E INSTALLATION CONCRETE SUBSTRATE 12 6RAJL 11 10 t3 EE GLAZING DETAILS 0 f N SHEET 7 (ALL UNI TS) B TIC (ALL UNT!'S) SEE DETAIL? ON SHEET 7 e EXTERIOR � ,� INTERIOR PEMETER SEALANT BY RI OTHERS — ' \ v — O — F1!4" MAX SHIM EDGE+ 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) DISTANCE SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 118 OR •. v, :. • , "• EQUIVALENT STRUCTURAL E 3, BHT 1) CONCRETE BY OTHERS BYOTHERS ADHESIVE SEALANT BY OTHERS BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR AAX. OA FRAME HEIGHT 76 IM ;v 3H8' ITW TAPCON =/ INSTALLATION ANCHOR CONCRETE BY OTHERS `(SEE GEN NOTE 2, SHT.1 & INSTALLATION NOTE 10, SHT. 1) U\ 114' MAX J 14 \\ SHIM 0 SHIM AS REQ'D. (SEE INSTL NOTE 3, BHT 1) _ DETAIL 6 INTERIOR SHEET (D'�,VMMT�ICAL AM - d G E INSTALLATION CONCRETE SUBSTRATE 12 6RAJL 11 10 t3 EE GLAZING DETAILS 0 f N SHEET 7 (ALL UNI TS) B TIC (ALL UNT!'S) SEE DETAIL? ON SHEET 7 e EXTERIOR � ,� INTERIOR PEMETER SEALANT BY RI OTHERS — ' \ v — O — F1!4" MAX SHIM SEALANT BETWEEN FLANGE SUBSTRATE Wl VULKEM 116 OR i • t 1X WOOD BUCK BY OTHERS ZINSTL »s> `.; :' ,�'` •':::N ; :• EQUIVALENT STRUCTURAL ADHESIVE SEALANT (SEEGEN.NOTE3,SHT.1) ECD. EXTERIOR FINISH E 3, BHT 1) CONCRETE BY OTHERS BYOTHERS VERTICAL SECTION INSTALLATION NOTE 0, SHT. 1) A BY OTHERS DOUBLE HUNG FLANGEINSTALLA71ON 314' MIN. CONCRETE SUBSTRATE 1 1/2' MIN. EMBEDMENT —� SHEATHING BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE Wl VULKEM 118 OR EQUIVALENT STRUCTURAL AOHESIVE SEALANT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS ax EXTERIOR as 10 '. AAX. OA FRAME HEIGHT 78114" #10 WOOD SCREW z+ INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE /< GEN NOTE 2, SHT 1) 31A. MIN. EDGE DIST. V2LINTERIOR 114' MAX SHIM SHIM AS READ. (SEE INSTL NOTE 3, SHT 1) E VERTICAL SECTION DO BLE RUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR rt_a11r /rl INTERIOR /-SHIM AS READ. (SEE / INSTL NOTE 3, BHT 1) �1l4' MAX SHM1 0 yat V to I PAbmt J. Ammo, P.& PERIMETER SEALANT P1o114o PJL No. aM BY OTHERS 314' MIN. SEALANT BETWEEN FLANGE & EDGE DIET. SUBSTRATE W1 VULKEM 118 OR 2X WOOD FRAME BY OTHERS EQUIVALENT STRUCTURAL (SEE GEN NOTE 2, SHT 1) ADHESIVE SEALANT EXTERIOR FINISH 1 112' MIN. z1 #10 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR WN'b BY OTHERS D SHEATHING VERTICAL BY OTHERS SECTION HUNG INSTALLATION FRAME SUBSTRATE DOUBLE FIN WOOD BY OTHERS ,4 PERIMETER SEALANT u SHIM AS REQ'D. (SEE BY OTHERS' 23 10 0 INSTL NOTE 3, SHT 1) 11 3 4 E(rERIOR SEE DETAIL 4 INTERIOR 18 12 ON SHEET 7 �v� VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE OA 78 SEE DETAIL 6 ON SHEET 7 t0 �� EXTERIOR ,e a „ /M1 it INTERIOR PERIMETER �� 0 SEALANT BY O ,�� ! 114' MAX SHIM THE RS J SEALANT BETWEEN FLANGE & I USSTRATE W/ VULKEM 118 OR 1X WOOD BUCK BY OTHERS EQUIVALENT STRUCTURAL "�?:;. "'' J': ;i • ., ADHESIVE SEALANT (SEE SHIM AS S RE Q'D. (S GEN. NOTE 3, SHT. 1) EE EXTERIOR FINISH INSTL NOTE 3, BHT 1) CONCRETE BY OTHERS BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) F VERTICAL SECTION SIN RU— NG — FLANGE INSTALLATION CONCRETE SUBSTRATE C EXTERIOR "OA FRAME HEIGHT 78114" Al #M WOOD SCREW INSTALLATION ANCHOR .,-2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4" MIN, EDGE DIST. 114 MAX SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, BHT 1) INTERIOR VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR SHIM AS REQ'D. (SEE INSTL NOTE 3, BHT 1) r1 /4' MAX SHIM - PERIMETER SEALANT —,,- ':.. ,s 3118' ITW TAPCON 3/4° MIN. .INSTALLATION ANCHOR 1 1/2° MIN. EMBEDMENT 2818° MIN. SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL = 2X WOOD FRAME BY OTHERS EDGE CONCRETE BY OTHERS (SEE GEN NOTE 2 SHEATHING BY OTHERS 1X WOOD BUCK SYOTHERS EXTERIOR FINISH DISTANCE SHT. 1 & INSTALLATION NOTE 10, SHT. 1) SEALANT BETWEEN FLANGE & INSTALLATION ANCHOR H (SEE GEN. NOTE 3,-W. 1). SINGLE HUNG SUBSTRATE W/ VULKEM 116 OR ;•; FIN INSTALLATION SEALANT BETWEEN FLANGE & : +: • 47 •:; q' • EQUIVALENT STRUCTURAL' , SUBSTRATE W/ VULKEM 116 OR : ': `: `•' '+;.1 `•� 1314" MIN. ADHESIVE SEALANT EQUIVALENT STRUCTURAL p t`'' ° I::• EMBEDMENT PERIMETER SEALANT ADHESIVE SEALANT _ }. BY OTHERS EXTERIOR FINISH r 1/4' MAX SHIM EXTERIOR FINISH. BY OTHERS ,4 PERIMETER SEALANT u SHIM AS REQ'D. (SEE BY OTHERS' 23 10 0 INSTL NOTE 3, SHT 1) 11 3 4 E(rERIOR SEE DETAIL 4 INTERIOR 18 12 ON SHEET 7 �v� VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE OA 78 SEE DETAIL 6 ON SHEET 7 t0 �� EXTERIOR ,e a „ /M1 it INTERIOR PERIMETER �� 0 SEALANT BY O ,�� ! 114' MAX SHIM THE RS J SEALANT BETWEEN FLANGE & I USSTRATE W/ VULKEM 118 OR 1X WOOD BUCK BY OTHERS EQUIVALENT STRUCTURAL "�?:;. "'' J': ;i • ., ADHESIVE SEALANT (SEE SHIM AS S RE Q'D. (S GEN. NOTE 3, SHT. 1) EE EXTERIOR FINISH INSTL NOTE 3, BHT 1) CONCRETE BY OTHERS BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) F VERTICAL SECTION SIN RU— NG — FLANGE INSTALLATION CONCRETE SUBSTRATE C EXTERIOR "OA FRAME HEIGHT 78114" Al #M WOOD SCREW INSTALLATION ANCHOR .,-2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4" MIN, EDGE DIST. 114 MAX SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, BHT 1) INTERIOR VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR SHIM AS REQ'D. (SEE INSTL NOTE 3, BHT 1) r1 /4' MAX SHIM - PERIMETER SEALANT —,,- ':.. SY OTHERS 3/4° MIN. SEALANT BETWEEN FLANGE & EDGE DIST. SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL 2X WOOD FRAME BY OTHERS ADHESIVE SEALANT (SEE GEN NOTE 2, BHT 1) EXTERIOR FINISH 1 M' MIN. EMBEDMENT r 010 WOOD SCREW SY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR H VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE 0 a U K v Rd.d J. Alaw=. PE FWft P.E No. MW J81 14,05 IW MAX SHIM 314" MIN. EDGE DIST.— 2X WOOD FRAME SHIM AS REOD. (SEE BY OTHERS INSTL. NOTE 3, BHT 1) GEN NOTE 2, SHT 11 . :, 0#10 WOOD SCREW 8 3 12 INSTALLATION ANCHOR INTERIOR 1 112'.:MIN. EMBEDMENT V V T SHEATHING BY ... . . . . . . . . . . . . . . . . i OTHERS ...... ..... ...... EXTERIOR EXTERIORFINISH' By OTHERS 24 SEE DETAIL 6 ON SEALANT BETWEEN RANGE & SHEET 7 SUBSTRATE VVIVULK 1160R EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS HORIZONTAL S p�.TION DOUBLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE 3/4' MIN. EDGE DIST.— �— 2X WOOD FRAME 114' MAX SHIM SHIM AS REOV. (SEE BY OTHERS (SEE GEN NOTE 2, SHTA) INSTL NOTE 3, BHT 1) W .T.TIONANCHOR OO A kPTTT 11,21 MN. 2 SW MK EMBEDMENT v vi EDGE DISTANCE .... ....... X SHEATHING BY BY OTHERS IT w 11 EXTERIOR FtNian IX WOOD BUCK BY OTHERS By OTHERS (SEE GEN. NOTE 3, SHT. 1) N N SEALANT BETWEEN FLANGE & SEE DETAIL 5 ON SUBSTRATE W/VULKEM 118 OR SHEET? EQUIVALENT STRUCTURAL EQUIVALENT STRUCTURAL ADHESIVE SEALANT ADHESIVE SEALANT PERIMETER SEALANT HORjZflt&AL SECTION BY OTHERS. K, NBDRZONTA L L.00TION �..S INSTALLATION WOOD FRAME SUBSTRATE O.A. FRAME WIDTH 631/4" INTERIOR EXTERIOR O.A. FRAME WIDTH 63114* 114" MAX SHIM — 1 1/4' MIN. EMBEDMENT SHIM AS REQ'D. (SEE INSTL: NOTE 3, BHT 1) MASONRY BY OTHERS (SEE GEN NOTE Z SHT. I & 8 7 INSTALLATION NOTE 10, SHT. 1) le"ITWTAPCON INSTALLATION ANCHOR 2 6V MIN. 2 SW MK EDGE DISTANCE EDGE DISTANCE PERIMETER SEALANT IX WOOD BUCK BY OTHERS BY OTHERS (SEE GEN. NOTE 3, SHT. 1) EXTERIOR FINISH SEALANT BETWEEN FLANGE & SYOTHERS SUBSTRATE W VUL•EM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT HORjZflt&AL SECTION FLANGE INSTALLATION MASONRY SUBSTRATE PERIMETER SEALANT IX WOOD SUCK BY OTHERS BY OTHERS (SEE GEN. NOTE 3. SHT. 1) EXTERIOR FINISH SEALANT BETWEEN FLANGE & BY OTHERS SUBSTRATE W1 VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT OR ONTAL SECTION DOUBLERUNG FLANGE INSTALLATION MASONRY SUBSTRATE 1/4" MAX. SHIM SHIM AS REOD. (SEE MASONRY BY OTHERS I " ' MIN. EMBEDMENT INSTL . NOTE 3, SHT 11) Tf7 (SEE GEN NOTE 2, SHT. I & INSTALLATION NOTE 10. SHT. 1) ITW TAPCON INSTALLATION ANCHOR RobMIAMMM.M. M.NaMw-am NI vlll!(O 2 SW MK EDGE DISTANCE PERIMETER SEALANT IX WOOD BUCK BY OTHERS BY OTHERS (SEE GEN. NOTE 3, SHT. 1) EXTERIOR FINISH SEALANT BETWEEN FLANGE & SYOTHERS SUBSTRATE W VUL•EM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT HORjZflt&AL SECTION FLANGE INSTALLATION MASONRY SUBSTRATE RobMIAMMM.M. M.NaMw-am NI vlll!(O 11/32" (NOMINAL THK.) LAMINATED 11132" (NOMINALTHK.) LAMINATED UNIT CONSISTING OF: _ UNIT CONSISTING OF: 118" ANNEALED GLASS, 1/8" ANNEALED GLASS, 0.080" DUPONT SENTRYGLASO PLUS INTERLAYER, 0.080," DUPONT BUTACITE INTERLAYER, /i I//8 "ANNEALED GLASS r 1 /8" ANNEALED GLASS VIINT. - GLASS TE XT. 3/4" MIN. I GLASS BITE. `EXT. NT. GLAZING DETAIL 1 10 (GLAZE TYPE A) GLAZING DETAIL 2 (GLAZE TYPE B) TOP SASH FOR FIXED SASH UNITS / / 11 "!� DETAII.5 STANDARD TOP SASH DETAIL 6 -U BOTTOM MAIN FRAME LOWER CORNER DETAEL7 o i I, I a a � g$ i n R «m-A I RobWJ. Atmomo. P8. FW ttla P.B. ft 4M II10 11/32" (NOMINAL THK.) LAMINATED 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OR 0.080 SOLUTIA PVB INTERLAYER, UNIT CONSISTING OF: 0.080" DUPONT PVB INTERLAYER, " NEALED GLASS 118" ANNEALED GLASS I \ 3 3/4" MIN. GLASS BITE *EXT.INT. 314 "MIN.( GLASS BITE INT. GLAZING DETAIL 3 10 GLAZING DETAIL 4 (GLAZE TYPE C) (GLAZE TYPE D) TOP SASH FOR FIXED SASH UNITS / / 11 "!� DETAII.5 STANDARD TOP SASH DETAIL 6 -U BOTTOM MAIN FRAME LOWER CORNER DETAEL7 o i I, I a a � g$ i n R «m-A I RobWJ. Atmomo. P8. FW ttla P.B. ft 4M II10 FRAME HEAD 2O 8083 -T5 ALUMINUM 0.080' -TYP. THK. 2.813" 1.b72` 0.78r T. Q GLAZING BEAD 6083 -TS ALUMINUM " 0.050° TYR THK rO.75r 0060° 4b-- 0 TOPSASH INTERLOCK 6063 -TB ALUMINUM CDSV TYP. THK. T1.189' a.00s• -►�I- 1 - -0.93r FRAME SILL 808348 ALUMINUM 0.080• TYP. THK 2.813' --►{ I�. 0.79r 04 PULL RAIL / LIFT RAIL: 8063 -T8 ALUMINUM 0.050' TYP. THK --�•� 1.755" 2. © BOTTOM SASH 7O FRAME ,IAMB INTERLOCK 8063 -TG ALUMINUM 8083-T8 ALUMINUM 0.050° TYP. THK. 0.060' TYP. THK �0- 2.773" --► I 0.93r I T- 2 1.612' �1,1L 1Y 1.1� 2.006` ALUMINUM 6063-TS INDALEX / EXTRUDERS 3 601GLB sI 2z6r ALUMINUM SOSS-T8 ® SASH JAMBSTILE Q VINYL WEDGE 13 REINFORCEMENT W83-T8 ALUMINUM VINYL ASTM A-36 STEEL 0.045' TYP. THIC f 0.050' TYP. THK. 0.937 °� 3W �0.8�° �., 0.306' ' ow o.9,e• 1' 0.408' T p „L. ® BALANCE GUIDE VINYL 0.149• TYP. THK TAKEOUT CLIP STEEL 07@ 1SH DUST COVER ALUMINUM 0.050" TYP. THK RiT.T, OF MATFRTAT.S ITEM ii PART@ DESCRIPTION MATERIAL MANUFACTURER 1 11388 ' FRAME HEAD ALUMINUM 6083-T6 INDALEX / EXTRUDERS 2 11344 FRAME SILL ALUMINUM 6063-TS INDALEX / EXTRUDERS 3 601GLB GLAZING BEAD ALUMINUM SOSS-T8 INDALEX / EXTRUDER8 4 6DIVS1 PULL RAIL O TOP SASH / LIFT RAIL BO R OM SASH ALUMINUM 8083 -T8 INDALEX! EXTRUDERS 8 601'IVI TOP SASH INTERLOCK ALUMINUM 6063-To INDALEX / EXTRUDERS 8 601OVI BOTTOM SASH INTERLOCK ALUMINUM 8083 -78 NDALEX / EXTRUDERS 7 11343 1FRAMEJAMS ALUMINUM W63-TS INDALEX / EXTRUDERS 8 SDIVJS 8 H JAMB ILE ALUMINUM 8083.78 INDALEX / EXTRUDERS 9 PILE WEATHER STRIP VINYL / WOOLPILE 10 DOW CO NG ON SILICONE SILICONE DOW CORNING 11 • 60,GLVB VINYL WEDGE DUROMETER - 75 - 12 GLASS SEE GLAZNG DETAILS ON SHEET:? GLASS 13 CRS STEEL REINF C ME , (1 X X FULL LENGTH STEEL ASTM A-38 14 ALUMINUM SPRING LOCK (2 EACH AT HEAD 8 SILL) ALUMINUM 18 - FIBERGLASS MESH SCREEN FIBERGLASS - 18 - METALLIC CAM LOCK 2 -10° FROM EACH END OF MEETING RAIL), DIE METAL 17 64SHBKT FIXED SASH BRACKET 8100 SINGLE HUNG ONLY) ALUMINUM INDALEX / EXTRUDERS 18 3/18' 11W TAPCON - INSTALLATION ANCHOR STEEL ITW 19 BULB VINYL WEATHER STRIP VINYL 20 88 X5/8" P.P.H. S.M.S. STEEL 21 - 810 PAN HEAD WOOD SCREW • INSTALLATION ANCHOR STEEL - 22 - SCREEN FRAME ALUMINUM - 23 HOLLOW VINYL SCREE SPLINE VINYL 24 46222 SLIP -ON NAIL FIN ALUMINUM 8083 -T8 INDALEX / EXTRUDERS 25 N X 2" PAN HEAD S.M.S. STEEL 26 64SSTOP SASH STOP OT S - 2/ JAMB D/H; IIJAMB S/H VINYL 27 848CAM SASH CAM ALUMINUM 28 64BG BALANCE GUIDE VINYL 28 - BALANCE TAKE OUT CLIP STEEL 30 64GASK -1,2 FRAME HEAD GASKET FOAM 31 84GASK-3 4 FRAME SILL GASKET FOAM 32 SASH DUST COVER I ALUMINUM 9 SPRING LOCK 18 SASH LOCK 17 FIXED SASH' 2a SLIP -ON ALUMINUM DIE CAST METAL BRACKET NAIL FIN ALUMINUM 8063 -TS ALUMINUM ElI+- 0.788' 0.070" TYP. THK 0" TYP. THK. D.828• t L I°I 1 0.687' II 1.013` 1.978' ate° j T- `� T 7 ® FRAME HEAD GASKET 31 FRAME SILL GASKET FOAM FOAM 0.060' TYP. THK. 0.OW TYP. THK. 0.576" o 3 1687" 2.803• 0.716' 27 SASH CAM ALUMINUM lD.083• TYP. THIC Y amp ® SASH STOP VINYL 0.080• TYP. THK 6 1 0.75 I 1.048° -►1 I-°- a 4k M M T m RobwtJ. AMMM PE FWddo P.& Na 4M A. ( b Kv" m� b m a ----- NOTICE OF PRODUCT CERTIFICATION �- CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: W406255-R4 , 1%14/200 , _,. J--1044' 1044 ' 1 . 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied The product described below is approved for listing in the Directory of Certified Products at www.NAMICerdfienfon.com. Plow review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN's "Steel Wood- Edge" Double 3737 Lakeport Boulevard In- Swing/Out -Swing Entry Doors Klamath Falls, OR 97601 w /ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG 0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090- PVB by Solutia/ 0.125" Annealed Glass Frame: W- 67 Panel: W- 31" DLO: W - 1'l V H- 6111" H- 6'7" H- 514" SPECIFICATION PRODUCT RATING 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(Structural/ Impact)/ NCTL- SJW2011 -070 Expiration Date. Seotember 30, 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes$ VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122 QEWPAL AlOMS t. TNe$t �VpOtiGi' d6D£$ ItiNfp7ACg1APtYH+!/ M7y�CY.Jii1,�MifLOAttPAt3tlltLa ', COD£ (FBCJ BASECHTHE SlLiMfDAMD SEAtEDQA't'2; lNLYUDL�i HVMARDHAS fiEPNEVALLIAMOVACCORDAWSWM THEADLLOMa TAS20144 ASTME3 ASMEt T'AS8DP44 AsmEm -w Am Eissw-a Y'AS p f-N ASTM09341 2 MPiDB 0*&YO)rWWS,AWTBEAHCHORg1 MPERLYTO TRANSfWA LOADS ToTKs STRUCTURE: I ARODUCTA SfALL BEASLlSTEDAADSPACEDASSNOWAtON DETANA ANCH REdf$EAMW TOBASE MATERIAL SWU BESEYOW WALL :MQ OR STUCCO. 4, Of3MED PRF'SSUAERA7M SEE TABLE R PAGE !. S. TPW PRODUCT MEETS THE WATFR REOMELt MS FOR AM tiil.CBRY f LWMCAME ZOM (mv%M B PRODUCTD0$$WTREOUJRE8HUTTER$ SHEE'Pl NOTES: 1 – ALL 2 – FOR MA 3 – FOR No fJ #My $19ned by AIeX Spy — Reason: IBM appy%Mng ft document Date: 2Q1'1.10.07 0101 ',48 - 04W AN�tA IN 1X 8UCK OPr= IN MM SEE SHEET 4 FOR DETAILS. _ IN Tx BUCK OPTION W SEE ' SHEE T 4 FOR WALS. r O to td C? OS O m 711 .n w8au. m ]G I W9 -03 1 r '3 Frqb M — @IfF�iv TT ................... N i 31,C PAKEL TIM Q ............. A PRMXT-WOOD EDGE IMPACT GLAZED J4 N T7 STEEL DOOR 6-8 OUTSWING .LD W Haas SINGLE OR WORE 3737 Lakeport Blvd. PM 09 1L LYe Klamath Falls. Oregon 07601 HMONE41. CROSS SECTXW ph. (541) 862-3451 Fox (641) 860-21309 13 r x F i , ,/4- mw. EMIL 1 14 r si ii e i e ; CA U m PAN& ML Jl r �.,A a u.¢ rte. �. eti: >•. �P1 /1PIPfi�+�t4 � y qy $ rs g a clam S -1 sm D FUSE IMPACT 0� JwTaa�or�� tv 1 STEEL B-8 Qll sf ANC i �P PAFR 09 as�u9cYGte DOUBLE 3137 Lakeport awd. Ki math Faris; Oregon 97601 A� 6+( Ph, (541) 882 -3451 Fax(641)850 -2809 I 80.3/4° 13 7/8° TYR. — 8° �--� -- 36 3/8" -°- • 5 t J2° SEE DETAIL C �4 SHEEP 6 V \� D WV to ht L $° TYPICAL W 6" TYPICAL, 4k %I 7 311r a L38 ato o to > /8° 3/8'"1 n b v 69 3/8° 0 80 3/4° 13 718' TYP. 6° -> 01 a � w N 36 3/8' y -4 N �' v IN • m `�,`� 4y d • _„ .•."L'+ '�'�, ° TYPICAL. �+ to 8° TYPICAL-1 p `ter'. Vj.Uy e ;,q�`• MT '-Ia 7 318 °— �rx+vm)tn8 +�r�a'4' •n •� :.7j Fz 38 31e =i p '• OI +C * �r + +l +itittaata a�� 3 89 /8' MM WW EDGE IMPACT GLAZED *4sm SiEEJ_ DOOR 6 -8 OUTSWING S(AtGLE OR Dt 1191 w: Dews a ono 3737 Lakeport fiivd. PAiii �ASSEkIM, Klamath Falls. Oregon 9760 t a I By ANCHQRWG LGCATT M & DETAILS Ph. (541) 862 -3451 Fax (641) 860 -2609 I �aleanvc�eean £Q^'6090lNl' Tna off; :s a�uo —BCi� t�rJ . o7lftit3S ,i9 t!'3,lVfa31lop "'� t3Acf .Q80'0 .WdS W WA .t» • w • Q MAW ox Tway -0 w p -; m t7 0 c0 ao ,a r w o' A e dWi4JUMd "MAN .s arrra�a a nr.�o dma .a/c -t x AW40SVWf3 pawl t Mr.91/1'rN MA O 0 $ L fi $ 3QtS HOW31)(3 0 SOH3NV .w �3U .8 /£—L x ANIdOSt�P1 /O�HS3k9�U. fl21NJ. 3lt)H Iva N3wl3u '1tfvo2 .8/£ litHo 4 .i t-2 3/18° -� � SG"ALJS• B" a> -Q" 2 r 2 112° —� 1 n 0 O i� O O — I�•- -tjts- (�«} � 9116° t3 0- McS'S3'fQA+ SMt R-F- 13 SCALB" SCALJi.• S" ,cf _Q� JF vr.o--° ---Q., �+0 0" 18° (- -lAUT SCALE:• 8"" -f .-o" 3j16° C -SINK. TE �" 1 -USE t aIHEN �. 3 -1J$E WHEN #10 WOOD INSTALLATION SCREW W/ ,1 1/2 MIN. EMBEOMENT WWA JAG INTO WOW SUBMTE AT HEAD do JAMBS. I8 x 2 1 /2° PFH WOOD SCREW WHaj INSTALLfl+IG INto MULLIONS, 3/16" ITW TAPCON ANCHOR W1 1 1/4° MIN. EMBED. WALLING INTO CONCRETE/MASOW SUBSMTE AT SIDEUTE $ILLS. I.. qy �14ARiLf:Y 2I w -i/ a �-�- -4 9116 °--- ---- -� ti n 13116- 26- - 1 -- 3> Top Raft, (LV HfAIvB 37 LVLJ ,n�r TiCff sme LYL SCALIL` 8° =1 -Q° r,2 112° 1 o CD I M r- s /w-�� f✓8° @ sc INGaY. At,�• s° -..� 1 3/4" AlTJ�acA sr QJ9L ALLB'N FRAM' 16 rye fi,aT 3Q ar sass ra SCALR 6" =i' -0" �Ca • I y w;i No tlOF 0 m pqj�" -of o�C�� O��rIN �rPiE�u�. J9 Y lj� qm9 v sn 1 JW0508 -03 1 Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL1 569 Florida Building Code 2007 Per Rule 9N -3 Method: 1— A (Certificate Method) Category: Exterior Door Assembly Sub — Category: SWinging Exterior Door Assemblies Product: Wood Edge Impact Glazed Steel OS Door Material: Wood/24 Ga. Steel Product Dimensions: 74"x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath .Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages I — 4 Installation Details Pages 5 & 6 Digitally signed ay Alex Spyrou Reason: I am approving this document Date: 2011.96:13 15:37:29 - 04'00' P.,G Alexis Spyrou, P.E. Florida No. 68101 FL #:FL14569 CertWorks ... it works Date: 6/6/2011 Report No: 1398 FBPE certificate of Authorization No. 28520 manuracturer. 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)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) 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. Limits of Use: Alexis Spyrou, 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 the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, Including 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 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JWOS09 -03 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions JWOS09 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 Quality Assurance: 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: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330-02 • ASTM E 283 791 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: N1006255 -114 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08 -0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 FL #:FL14569 CertWorks ... it works Date: 6/6/2011 Report No: 1398 if.. FBPE Certificate of Authorization No. 28520 Installation: 1.. Approved anchor types and substrates are as 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: Design Pressure Positive 60 PSF Negative 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 d 6 .. , ♦ 1 a U _ a io � d m — M Q io 1 I 37 1/2" 6" J_�:±l 2 1/2- TYP. 6" 74" Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 ' GENERAL NOTE: THESE DOCUMENTS SHAD. BE USED FOR WINDOW PRESSURES ONLY. OPENING SIZES MAY VARY, INSTALLER SHALL SITE VERIFY ALL OPENING SIZES PF40R TO THE PURCHASE AND /OR ORDERING OF ANY WINDOW AND DOOR ASSEMBLIES. ATTACH ASSEMBLIES AS PER MIAMI -DADE N.O.A. INSTALLER SHALL BE RESPONSIBLE FOR PREPARING EXISTING CONDITIONS FOR WINDOW / DOOR FRAME ATTACHMENT INTO EXIST JAMB, SILL, AND LINTEL ELEMENTS MATCHING THE NOA REQUIREMENTS. PRESSURES PROVIDED HEREIN SHALL BE MATCHED OR EXCEEDED BY NEW ASSEMBLIES. DESIGN PRESSURE VARIES WITH DIRECTION OF APPLICATION DUE TO DIFFERENT SHAPES FACTORS, NUMBERS SHOWN REPRESENT MAXIMUN GROSS VALUES. (PRESSURE IN PSF). �_a LOCATION MAP NOT TO SCALE INDEX: S -0: COVER SHEET S -1: PLAN & SCHEDULE S -2: NORTH & SOUTH ELEVS S -3: EAST & WEST ELEVS PROJECT: WIND PRESSURES FOR WINDOWS & DOORS REPLACEMENT AT EXISTING MIAMI - SHORES RESIDENCE PROJECT ADDRESS: 78 NW 99th STREET MIAMI SHORES, FL 33150 fl �r�o2�i Miami Shores Village APPROVED BY DATE TONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGULATIONS IVETTE ACOSTA 14fml)� P.E. NO. 69955 SHEET TITLE SCOPE OF WORK LOCATION MAP SHEET NUMBER GENERAL NOTE: THESE DOCUMENTS SHALL BE USED FOR WINDOW PRESSURES ONLY. OPENING SIZES MAY VARY, INSTALLER SHALL SITE VERIFY ALL OPENING SIZES PRIOR TO THE PURCHASE AND /OR ORDERING OF ANY WINDOW AND DOOR ASSEMBLIES. ATTACH ASSEMBLIES AS PER MIAMI -DADE N.O.A. � WINDOW -DOOR PLAN LOCATION S -1 SCALE: 3/16"= V -0" WINDOW SCHEDULE SYMBOL WIDTH HEIGHT D 1 4' -6" 4' -2" W261-4" 2'-10" 4' -4n W34' -8" 41-4" W4 3' -2" 41-4" W53' -211 41-4" W� 3' -2" 41-4" W7 1' -8" 3'-4" W9 31-0" 31-0" W 1 Q 4' -6" 3' -0" W 11 4'-6" 3' -0" W 12 3' -0" 31-0" W 13 31-0" 31-0" W 14 3' -2" 31-4" W 15 41-4" 4' -2" DOOR SCHEDULE SYMBOL WIDTH HEIGHT D 1 31-411 7' -0" D2 2'-10" 7' -0" D3 2' -8" 7' -0" PROJECT: WIND PRESSURES FOR WINDOWS & DOORS REPLACEMENT AT EXISTING MIAMI - SHORES RESIDENCE PROJECT ADDRESS: 78 NW 99th STREET MIAMI SHORES, FL 33150 ACOSTA & ASSOCIATES CONSULTING ENGINEERS, INC. 7626 W 34TH LANE, UNIT 203, HIALEAH, FL 33018 P. 305.979.0830 F. 305.817.9357 SEAUSIGNATURE IVETTE AC STA l P.E. No. 69955 SHEET TITLE WINDOW -DOOR PLAN LOCATION & OPENING SCHEDULES SHEET NUMBER S -1 GENERAL NOTE: THESE DOCUMENTS SHALL BE USED FOR WINDOW PRESSURES ONLY. OPENING SIZES MAY VARY, INSTALLER SHALL SITE VERIFY ALL OPENING SIZES PRIOR TO THE PURCHASE AND /OR ORDERING OF ANY WINDOW AND DOOR ASSEMBLIES. ATTACH ASSEMBLIES AS PER MIAMI -DADE N.O.A. - _�( +)56.6 =( +)56.6= - - - ( +)54.9- - � - - =( +)54.9 :]- 1(-)89.4 _( -)72.4 ( -)70.8 - . ( -)70.8 EAST ELEVATION S -3 SCALE: 1/4"= V -0" (+)56.6L(+)56.6- PROJECT: WIND PRESSURES FOR WINDOWS & DOORS REPLACEMENT AT EXISTING MIAMI - SHORES RESIDENCE PROJECT ADDRESS: 78 NW 99th STREET MIAMI SHORES, FL 33150 ACOSTA & ASSOCIATES CONSULTING ENGINEERS, INC. 7626 W 34TH LANE, UNIT 203, HIALEAH, FL 33018 P. 305.979.0830 F. 305.817.9357 SEAUSIGNATURE IVETTE ACO TA P.E. NO. 69955 SHEET TITLE EAST WEST ELEVATIONS SHEET NUMBER S -3