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WS-12-929Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173953 Permit Number: WS -5 -12 -929 Scheduled Inspection Date: August 20, 2012 Inspector: Bruhn, Norman Owner: JADALLAH, AMANI Job Address: 100 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOMEOWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132700 Building Department Comments REMOVE/ REPLACE WINDOWS FOR HURRICANE IMPACT. REMOVE/ REPLACE FRONT EXTERIOR DOOR. REMOVE/ REPLACE GARAGE DOOR. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 17, 2012 For Inspections please call: (305)762 -4949 Page 7 of 33 "P 1 5149V1 - BUILD G PERMIT APPLICATION FBC 20 L _ -__- Permit Typ • BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ROOFING Permit No. ‘11/4) S— t2 -9 2c3' Master Permit No. OWNER: Name (Fee Simple Titleholder): A-i -k-A°" t. /4, 1::›411414- Phone#: Vtv °Z 5 `) (F-11c Address: /O Cr 7 (D 5 City: MC Tenant/Lessee Name: Email: State: Zip: Phone#: JOB ADDRESS: /4)-43 City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes Miami Dade Zip: NO 7. Flood Zone: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ �° Type of Work: ❑Addition Description of Work: l�C� gas' ❑Alteration Square/Linear Foo9ge of Work: CRepair/Replace UNew f ODemolition * * *** * * * * * *** ** x*ra************* ******** Fees ** * * * * * *** * * * *sm**** *** * *** ** :****** ******** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ ��o ®d CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r Bonding Company's Name (if applicable) Bonding Company's Address City State , Zip Mortgage Lender's Name (if applicable) / P 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT 3 RS, 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. Signature Agent The foregoing instrument was acknowledged before me this day of i V �\` , 20Q..., by , day of , 20 _, by Signature Contractor The foregoing instrument was acknowledged before me this who is personally known to me or who has produced As identification and who did take an oath. NOTAR ' ' UBLI Sign: Print: My Commission Expires: I- \ Xtel * * * * * * * *** ** ** ***** ** * ** ** **** who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si n: PAOLA . TAYLOR Prin • Notary Public - State of F a My Comm. Expires Apr 26, + f4 Commission # DD 986063 lases commission Expires: NMI -.04111"0 s o Ae111 * * * * * * * * * * * *:1 ********************************* *** * **** ****** * ** *** ** ** ** ** *** APPROVED BY 7 / .7/7„ ,� O.. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) 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: ,'. 1 4 ( DATE: S 3 /t ADDRESS: /` 0 L., � �j� Mi -4r L./ 5' 7_ Z-S, PC a3/ 3 °b 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. I 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. Initial r 2. I 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. Initial 3. I 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. Initial 4. I 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 if 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. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I 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. Initial 7. I 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 homeowners 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. Initial 8. I 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. 9. I 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. 10. I 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 htto : / /www.mvfloridalicense.com /dbpr /pro /cilb/iindex.html 11. I 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: 12. I 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. Initial 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 whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's 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 day of Hal , 20 ion By An% Oadatt21/1 Produced there License or who was personally known to me or who has NER entification. I lI ,,,,,,,,,,, CUBILLOS vtY PVB` •: Notary Punk - State of Florida • My Comm. Expires Sep 23, 2015 Diu a: `ri9T P �- Commission # EE 128610 °,,,,,, `, Bonded Through National Notary Assn. CITY OF MIAMI - BUILDING DEPARTMENT NOTICE OF COMMENCEMENT Please file at 22 N.W. 1ST PERMIT NUMBER= FOLIO NUMBER: State of Florida County of Miami-Dade 9x9 111111111111 11111111111111111111 11111 11111111 CFN 20121R0378866 OR Bk 23123 F`9 03334 (199 ) RECORDED 05/30/2012 09:49:59 HARVEY RIUVIN s CLERK OF COURT MIAMI—DADE COUNTY, FLORID LAST PAGE The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. Street address /co fiL 74'P . A. nd Legal description of property '`'-` 5 C /4 M� • ;3 i tj -7C. 6,7-7‹ / ‹ (V / /5 /�(c) Description of improvement 2 c§ajf: Owner(s) name A- --/ J N PA (1c\ and address: 1 G_c"= f-1 r &L ti j v7.z. l A- t—i Interest in property: c -.--. ,.-cZ Name of fee simple titleholder (if other than owner) : and address ' Contractofs name (-P" 0"--2.") s C-0='y"7r2-4—icIsnd address /3 5C, G Phone number: at) G 5 (n5 7 f c—r / 2)4-..9, ez- Amount of Surety bond: $ : (Payment bond required by owner from contractor, if any) Surety Name and address Phone number: - Lender's name Phone number: ` ancl,.addre Persons within the state of Florida designated by Owner, upon provided by Section 713.13(1)(x)7., Florida Statues, tArc,, Name and address and rTh tices or er(d uments In addition to himself, Owner designates the following person(s) to receive a copy of a Lienois Notice as provided in Section 713.13(1)(b), Florida Statues, Name and address Phone number: Expiration date of this Notice of Commencement: yearom the date of recording unless a different date is specified) tg& SIGNATURE OF Swo" subs" ► ■ By rl Notary Public Print Notary's T Oath taken M Commission Expiration: Ail Al r' Rev: 512004 am e on this Ik (the expiration date is one [i] Print Owner's Name: i /'!191 1 1 i ;/ Day of Personally Known, or Produced ID dab JAT4 CLAUDIA V. CUBILLOS p�e�1 Public - State of Florida • �. NaCoy Expires Sep 23, 2015 .. * . My Comm. Exp' Qea Commission # EE 128810 •yTJIi, pp�: ;,off ;; Bonded -Through National Notary Man Prepared by: Address: 04/09/2012 - 4:43pm gabrfels F: \01 Project Flee *2010- MPS\400 Wind Charts _Reference \00 -MPSI O -400 Series C &C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 4 10 15 20 Tributa Area S. Ft t :.. 45 'a °. 25 30 35 0 - 15 ft 0 -15ft -51.1 +47.1 - 49.9 +45.9 - 49.0 +45.0 - 48.3 +44.3 - 47.7 +43.8 -4r i 16 ft -51.8 +47.8 - 50.6 +46.5 - 49.7 +45.6 -49.0 +44.9 -48.4 +44.4 i -57.1 +44.4 -56.2 +43.9 t i,+ °•3.3 4 -54.0 +42.8 -52.5 -51.2 -50.3 - 49.6 - 49.0 -48. -56.9 +44.4 -56.1 +44.0 .4 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 -56.7 3.3 18 ft -53.1 +49.0 -51.8 +47.7 -50.9 +46.8 - 50.2 +46.0 -49.6 +45.5 +45.5 ' �""'.. ..... 19 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.8 +46.6 -50.2 +46.0 -49; +45.5 +45.1 x • +44.7 •• +44.3 20 ft -54.3 +50.1 -53.0 +48.7 -52.0 +47.8 -51.3 +47.1 -50.7 +46.5 -50.2 +46.0 - 49.8 +45.6 - 49.4 +45.2 -49.1 +44.8 21 ft -54.9 +50.6 -53.5 +49.2 -526 +48.3 -51.9 +47.6 -51.3 +47.0 -50.7 +46.5 -50.3 +46.0 - 49.9 +45.6 -49.6 +45.3 22ft -55.4 +51.1 -54.1 +49.7 -53.1 +48.8 -52.4 +48.0 -51.8 +47.4 -51.2 +46.9 -50.8 +46.5 -50.4 +46.1 -50.1 +45.7 23 ft -55.9 +51.6 -54.6 +50.2 -53.6 +49.2 -52.9 +48.5 -52.2 +47.9 -51.7 +47.4 -51.3 +46.9 -50.9 +46.5 -50.5 +46.2 24 ft -56.4 +52.0 -55.1 +50.6 -54.1 +49.7 -53.3 +48.9 -52.7 +48.3 -52.2 +47.8 -51.7 +47.3 -51.3 +46.9 -51.0 +46.6 25 ft -56.9 +52.5 -55.5 +51.1 -54.6 +50.1 -53.8 +49.3 -53.2 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 26 ft -57.4 +52.9 -56.0 +513 -55.0 +50.5 -54.2 +49.8 -53.6 +49.1 -53.1 +48.6 -52.6 +48.1 -52.2 +47.7 -51.9 +47.4 27 ft -57.8 +53.3 -56.4 +51.9 -55.4 +50.9 -54.7 +50.2 -54.0 +49.5 -53.5 +49.0 -53.0 +48.5 -52.6 +48.1 -52.3 +47.7 28 ft -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 c ■ `, 4im,�,a) .3 7.0 +53.7 +52.3 +51.3 +50.5 +49.9 + - .- tom'.. +48.6 ' .5 ' 29 ft -58.7 +54.1 -57.3 +52.7 -56.3 +51.7 -55.5 +50.9 -54.9 +50.3 A 3 - v • -60.2 +47.7 8 ft -72.0 +53.7 -59.1 -57.7 -56.7 -55.9 -55.2 5- - 61.4 +48.5 -60.7 +48.1 L z -72.5 +54.1 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +1, -61.2 +48.5 0 ft -73.0 +543 it 32 ft -60.0 +55.3 -58.5 +53.8 -57.5 +52.8 -56.7 +52.0 -56.0 +51.3 5 +50.8 . +1• a +50. F, -•• 9.5 -67.4 +52.0 -61.1 -59.6 -58.6 -57.7 -57.1 ertkA @@ f qq -72.4 -70.3 35 ft +56.3 +54.8 +53.8 +53.0 +52.3 k i e -•� 40 ft -62.8 +57.9 -61.3 +56.4 -60.2 +55.3 -59.4 +54.5 -58.7 +53.8 -58 +53.2 y ,0 +52.7 °'' -- +52.3 ' +51.9 45 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.9 +55.8 -60.2 +55.1 -59.6 +543 -59.1 +54.0 -58.6 +53.6 -58.2 +53.2 50 ft -65.9 +60.7 -64.3 +59.1 -63.1 +58.0 -62.2 +57.1 -613 +56.4 -60.9 +55.8 -60.4 +55.2 -59.9 +54.8 -59.5 +54.4 55 ft -67.2 +61.9 -65.6 +60.3 -64.4 +59.2 -63.5 +58.3 -62.8 +57.5 -62.1 +56.9 -61.6 +56.4 -61.1 +55.9 -60.7 +55.5 60 ft - 68.4 +63.1 -66.8 +61.4 - 65.6 +60.2 - 64.7 +59.3 -63.9 +58.6 -63.3 +58.0 -62.7 +57.4 -62.3 +56.9 -61.8 +56.5 gn m z 0 8 A In REMARKS DRWN II' CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof bight DESIGN PRESSURES (PSF) - ZONE 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 - 15 ft -63.1 +47.1 -60.6 +45.9 -5&8 +45.0 -57.5 +44.3 -56.4 +43.8 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +42.2 16 ft 0 -64.0 +473 -61.4 +46.5 -59.7 +45.6 -58.3 +44.9 -57.1 +44.4 -56.2 +43.9 -55.3 +433 -54.6 +43.1 -54.0 +42.8 17 ft -64.8 +48.4 -62.2 +47.1 -60.4 +46.2 -59.0 +45.5 -57.9 +44.9 -56.9 +44.4 -56.1 +44.0 -55.3 +43.6 -54.7 +43.3 -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 � .1F +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft +493 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 20 ft -67.0 +50.1 -64.4 +48.7 -62.5 +47.8 -61.1 +47.1 -59.9 +46.5 -58.9 +46.0 -58.0 +45.6 -57.2 +45.2 -56.6 +44.8 -67.7 -65.1 -53.2 -61.7 -60.5 -57.8 -57.1 21ft +50.6 +49.2 +48.3 + • -+45,5 1 +1 ,, +45.3 22ft -68.4 +51.1 -65.7 +49.7 -63.8 +48.8 • ) a0 � " , a + ' . • .4 ..1 -57.7 +45.7 23ft -69.0 +51.6 -66.3 +50.2 -64.4 +49.2 J; ; ;. • k 6 .6 k a ' . 9.0 ., -58.2 +46.2 - 69.7 -66.9 -65.0 -6 . -"_ir * ,.3 .9 " -58.8 24 ft +52.0 +50.6 +49.7 +48.9 ° 7.3 +45.9 +46.6 25 ft -70.3 +52.5 -67.5 +51.1 -65.5 +50.1 3 f+48. 73 ± .:2° �'-- L -� '.7 4im,�,a) .3 7.0 26 ft -70.8 +52.9 -68.0 +51.5 -66.1 +50.5 -64'` +49.8 +49.1 - .- tom'.. +48.6 +48.1 +47.7 -59.8 +47.4 27 ft -71.4 +53.3 -68.6 +51.9 -66.6 +50.9 -65.1 +50.2 -63.8 +49.5 -62.7 +49.0 -61.8 +48.5 - 61.0 +48.1 -60.2 +47.7 8 ft -72.0 +53.7 -69.1 +52.3 -67.1 +51.3 -653 +50.5 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 - 61.4 +48.5 -60.7 +48.1 29 ft -72.5 +54.1 -69.6 +52.7 -67.6 +51.7 -66.0 +50.9 -64.8 +50.3 -63.7 +49.7 -62.7 +49.3 -61.9 +48.8 -61.2 +48.5 0 ft -73.0 +543 -70.1 +53.1 -68.1 +52.1 -66.5 +51.3 -65.2 +50.6 -64.1 +50.1 -63.2 +49.6 -62.3 +49.2 -61.6 +48.8 32 ft -74.0 +55.3 -71.1 +53.8 -69.0 +52.8 -67.4 +52.0 -66.1 +51.3 -65.0 +50.8 -64.0 +50.3 -63.2 +49.9 -62.4 +493 -75.4 -72.4 -70.3 - 68.7 -67.4 -66.2 -65.3 -64.4 -63 6 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 La' -77.6 -74.5 -72.3 -70.7 -69.3 - 68.1 -67.1 -66.2 -65.4 4Oft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 45 ft -79.5 +59.4 -76.4 +57.8 -74.2 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.2 50 ft -81.3 +60.7 -78.1 +59.1 -75.8 +58.0 -74.1 +57.1 -72.6 +56.4 -71.4 +55.8 -70.4 +55.2 -69.4 +54.8 -68.6 +54.4 55 ft -82.9 +61.9 -79.7 +60.3 -77.4 +59.2 -75.6 +58.3 -74.1 +57.5 -72.9 +56.9 -71.8 +56.4 -70.8 +55.9 -70.0 +55.5 60 ft -84.5 +63.1 -81.1 +61.4 -78.8 +60.2 -77.0 +59.3 -75.5 +58.6 -74.2 +58.0 -73.1 +57.4 -72.1 +56.9 -71.3 +56.5 DATE INIT ISSUE REV- ADJUSTED HEIGHTS GSS GSS TSB TSB 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIOHUGH!1NG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CH.( i IHCATiON. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE 1' ✓ r • e USE OF CRITICAL C• rt'•"'- �. 2. TABLES VALID • I L 3. TABLES VALID F LESS THAN 10° SHA, 4. IDENTIFY THE B ++1 CANNOT BE IDENTI 5. ALWAYS ROUND . �• e 6. CALCULATE THE TRI I •" THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD SP( OPENINGS ONLY - rr•- AREA OF AN OPE a BE USED. ALWAYS RO MRH <_60' BASED ON Kd =1.0 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP NING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ). ..THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 1'0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS -1a" ` JB SH D, - - 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS! - 4.N M :1P� e.S" ° -• ND VERIFIED BY THE GOVERNING FOR APPLICABILITY OF TABLE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER et MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. NO ADDITIONAL CERTIFICATIONS OR • arg ri•PWCr s6P Su a= 10% OF �+ c=1Y`� 6 ` M� "•8 �r.yi RH, WHICHEVER IS SMA da �c+ ` -, r r % OF LEAST HORIZONTAL DIMENSION OR 3FT (1(^ 4 • E- ° •" QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 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: Series 1000 /1050 Aluminum Single Hung Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by A1- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.zov/buildingcode MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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 been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0527.12 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series -1000 /1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by A1- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, P.E. 2. 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04 /22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) E -1 Manue Perez, Product Control Exa i er NOA No. 09- 1008.05 xpiration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/27/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami 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® Interiayer" 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. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.12, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 07/10/08 • • - piring on 11/06/13. a. E -2 Mamie Perez, Product Control E : r NOA No. 09- :: :.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 --- 1 /8' ANN. GLASS 000" INTERLAYER ` 'DUPONT SENTRYCLAS PLUS' SILICONE [00W CORNING 795 v1 /8" HEAT STREN'D. GLASS .090" INTERLAYER '1 1` 'DUPONT SENTRYGLAS PLUS' \ } YI 1-1/8" HEAT STREN'D. GLASS } SILICONE r0091 CORNING 795 GLASS TYPE 'B' 5/32" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT BUTACITE PVB' } 1 r1 /8" HEAT STREN'D. GLASS t� \ SILICONE (-Dow CORNING 795 n 0 Cc. GLASS TYPE. 'Cr .-1/5" HEAT STREW°. GLASS } .090" INTERLAYER ` 'DUPONT BUTACITE PVR' 1t I T-1/8" 115A7 STREN'D. GLASS 11 SILICONE DOW CORNING 795 8 \I� GLASS TYPE 'C' 5/32" HEAT STREN50. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PWS' { 4� r1 /8" HEAT STREW!). GLASS ,'`I SILICONE r DOW CUOMO 795 GLAZING OPTIONS GLASS TYPE 'E' TYPICAL El EVATION SERIES '000 (STD. SILL) 10' MAX. HEAO /SILL w P o d ,. ) W — r n� F. i0 jU i0 n i � ° /�7II,JII•, M SERIES- 1,000 /1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 7. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COME1NAT10N5 C= S.H./ S.H. OR SINGLE BUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TN'S PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BDILDING CODE 2007 EDITION INCLUDING H1GH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR 10801NG CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. H.- 47 1/8" D L. ORG. 49 15/16' VENT WIDTH 53 1/8' WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI -RISE SILL) 6" MAX MEAD /SILL CORNERS FAX. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT: SHUTTERS ARE NOT RE0111RE0. E�gr: ARSHAO 1.AR OVA RA. PE 1 38863 C4N 3538 (iV Sh} 0I' /IIN NOMA. i is ":605.5 +tA Ons'r? sin " IA tto 913844l► toidhg 0S16 A.s+px^txe 8,6 IC894NiNA 7I8te Q9 015 a l o.l�o lam. ■.: .4 i dr5winq '10.`i W03 -56I ',sheet 1 -6f -E4 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) g UNEQUAL LTTES (ORIEL TYPES) WINDOWS DESIGN L0AD CAPACITY - PSF (H1 -6150 SILL) I !3' `R�� I (1/ ;,ii -- WINDOW DIMS, STANDARD TOP RAIL HEAVY DUTY TOP RAIL WINIHIW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL.- GLASS TYPE 'A' GLASS TYPES 'B'. 'C', 0' & 'E' cuss TYPES 'B', 'C', 'D' & 'E' GLASS TYPE 'A" GLASS TYPES GIASS TYPES WIDTH HEIGHT EXT.( +) INT.( -) EXT.( ) 190.( -) XT.(+) INT.( -) W1pTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 19".( -) EXT.(+) 160.( -) 19-1/8" 26 -1/2' 37" 47' 49" 53 -1/8' 28' (3) 70.0 80.0 80.0 90,0 80.0 19-1/8' 26 -1/2' 37" 42" 49' 53 -I /8' 50 -5 /8' (5) 700 70.0 - -- 70.0 80.0 80.0 90 0 80.0 90 0 700 80.0 80.0 80.0 90.0 90.0 80.0 80.0 80.0 900 80.0 90.0 70.0 700 70.0 80.0 80.0 80.0 -.-- 80.0 90.0 80.0 90.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 80.0 80.0 90.0 80.0 700 _ 80.0 80.0 900 80.0 90.0 70.0 80.0 80.0 90.0 800 70.0 74.0 80.0 90.0 80.0 90.0 19-1/8" 26 -1/2- 37" 42" 49" 53 -1 /8" 38 -3/8' (4) 70.0 80.0 80.0 90.0 80.0 1 90.0 19-1/8' 26 -1/2" 37' 42" 49" S8• (5) 70.0 70.0 70.0 _ 80.0 80.0 80.0 90.0 80.0 90 0 700 .80.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 80.0 80.0 _ 900_ 90.0 - 80.0 90.0 70.0 70.0 80.0 80.0 80.0 90.0 80.0 900 700 .__. .- _.r__ 80.0 _ 80 0 80.0 900 80.0 90.0 80.0 90.0 _- - 80.0 90.0 - 70 0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26 -1/2' 37' 42" _ (6) 70.0 80.0 80.0 90.0 80.0 90.0 . 19 -1/8' 26 -1/2" 37" 42" 49' 53 -1/8" ' 50 -5/8" (5) 70.0 800 80.0 90.0 _ 80.0 90.0 700 80.0 80.0 90.0 800 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 700 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 90.0 19 -1/8" 26 -1/2' 37" 58" (6) 70.0 80.0 80.0 90.0 800 90.0 70.0 80.0 80.0 90.0 _ 80.0 70.0 80.0 80.0 90.0 800 _ 90.0 70.0 80.0 80,0 90.0 80.0 90.0 ;1 - - - - 80.0 90.0 19 -1 /8" 26 -1/2" 37" 42" 4g' 53 -1/8" 58• (5) 70.0 80.0 811.0 90.0 80.0 90.0 19 -1/8' 26 -1/2" 74 -1/4" (7) 70.0 80.0 80.0 90.0 80.0 900 70.0 80.0 80.0 900 80.0 90.0 � f EL] 0 - 70.0 80.0 800 90.0 80.0 900 70.0 70.0 80.0 80.0 80.0 90.0 80.0 90.0 • • NO. iN PARENTHESIS INDICATE NO. OF ANCHOR$ PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 _ 90.0 70.0 80.0 80.0 90.0 80 0 90.0 L�} " - -" ' 19 -1/8' 26 -1/2" 37' 42" 49" 53 -1 /8' 63• (6) 70.0 80,0 80.0 90,0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 _ 90.0 STD. TOP RAIL HEAVY._1Li17'Y TOP RAIL S -1000 5 -1000 x 70 0 70.0 80.0 80.0 90.0 80.0 90.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0} :4A Q - ° - -- m . 0 • Lr.�-_T.1 g . 2' a k! S - 0 •- 0 a 9 o , i S 3 . 70 0 80.0 80.0 90.0 80.0 90.0 SB - 19 -1/8' 26 -1/2' 37" 42' 49" 53..I/8 68• (8) 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 80.0 80,0 90.0 - 90.0 - - I 70.0 80.0 80.0 90.0 80.0 90.0 ' _�W___ -� b _ 70.0 800 60.0 90.0 60.0 90.0 _ f_jf LJ{}} ) 70.0 60.0 80.0 90.0 B0.0 90.0 - - - - 80.0 90.0 19 -1/8" 29 -1/2" 37" 42' 49" 53_1/8• 74 -1/4' (7) 70.0 80.0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 .. $rp, TOP RAIL HEAVY DUTY TOP_RBIL 70.0 80.0 80.0 90.0 80,0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 S -1050 9 -1050 - _ _ _ 80.0 900 m , ?� /. .t - o u ° --�-_ r- - � s a ( ., 1 i E' 8) �. -- 1. '_. - _ _ _ 80.0 90.0 i9 -118" 26-1/2" 37' 42" 49" 80 - - - - 80 90A - - - - - 80.0 90.0 = - - - 80.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) 0 1' AAsHAO "1 1 EIA. AT a 38883 5.A.5 3338 J/A esa P_ *g a aT o.'• Ltd! yotp�.ae P'o- /: .t . �� 0 ' ' QT i& - _ __^ -- - - 80.0 90.0 - _ _ 80.0 90.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAM$ LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. 51J,, ' [f� IIVV!!' ��-- -- ,E N U 1 1009 �y, /. S C rm � pr4an4 c r +,73rzj• 888ra• „ - -_ d rowtng no. W03 -56 AND FLORIDA BUILDING COMMISSION DECLARATORY DCAO5 sheet 2 of 8 STATEMENT -DEC -219 TY ,CAL ANCHORS SEE ELEV FOR SPACING X 8 EXTERIOR ° 18Y % WOOD BUCK t/1 A) 4 0 a 4 METAL STRUCTURE 3 0 (B1) TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1 z T I 4 TYPICAL ANCHORS . SEE ELEV. FOR SPACING 'MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA uJ TYPICAL ANCHORS SEE ELEVS FOR SPACING 8' , o ! v a iiIIIMMinill 1/1) IN TYPICAL SEE ELEV. ANCHORS FOR SPACING awl * Wo_ ' ■ 1 +WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TLPLCAI, ANCHORS: SEE ELEV. FOR SPACING 1/4" DIAL ULTRACON BY 'ELCO' 0-0-177 KSI. Fy -IBS KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS tNTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. - .090 ") INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TY?I :AI DICT NCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Yc = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK Fm = 2000 P51 MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: WI = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT CACI. END SERIES -1000 VENT WITH SPRING LOADED LATCHES EKE. ARSHAC 2OAR CML RA PE / 38°63 CA SEP U 1 2009 ?WW0Uc. T TiFvt$i 2 m Be attiN with IAa Flues AratVaNze 1‘14 oi�I 1 (Towing n0. -1 W03 -56j 'shoe(3 o� 8 TYPC04. ANCHORS SEE ELEV. TOM SPACING te":„A onoNAL To BOTTOM LATCH '81 0 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 7 SERIES-1050 VENT WITH SWEEP I.ATCHES Eng, ARSHAO nft1AR CIVIL n A PE # 38863 C.a. 35.18 SEP 01 rainIK■C r ' VSE innaptT,nn .0" f,t.,,,W4 Co.% /tawny,. -IQ ,0nnt L14.1. TYPICAL ANCHORS c-SEE ELEV. FOR SPACING D ; 1/4" MAO 554144 VENT 61074 OPTIONAL (1 ITEM # BART # REGO. DESCRIEWtON MATERIAL MANF./SUPPLIER/RE ARKS 1 051001-1 1 FRAME HEAD 6063-T6 - 2 0S1002-1 1 FRAME SLL (STD.) 6063-76 - 2.5 _ 051101 991003 051005-1 1 FRAME SILL (41-119C) 6063-16 - 3 2 I FRAME JA188 606 -T I 1 , FIXED mTG. RAIL (FOR SPRING LATCH) 6063-76 - .., 4A 5 951051 9S1004-1 1 1 1 • FIXED WIG. RAIL (FOR SWEEP LATCH) 6063-T6 - • STD. vENT TOP 9411 (FOR SPRING LATCH) 6063-76 - 5A E92004 NEPA' Durr 4E147 TOP RAIL (FOR SPRING LATCH) 6063-T6 - 58 ES1052 • 051053 1 STO. VENT TOP RAIL (909 SWEEP LATCH) 6063-96 - 1 HEAVY DUTY VEST TOP RAtt. (FOR SWEEP LArcH) 6063-T6 - 6 951008-1 1 vENT BOTTOM FINL 6083-T6 - 7 ES1007-1 2 VENT SIDE RAIL 6063-75 - r•• 8 ES1008-1 AS ROD. GLAZING 8940 6063-76 - 9 951009-1 2/VENT SPRING LoAnca VENT LATCH 6063-T5 AT 84 FROM ENDS AT 11 FROM ENDS SA - 2/VENT SWEEP LATCH MAK , 98 10 #8 5 I. 2/7/794 LATCH INSTALLATION SCREWS - FH 5M5 051012 1/LATCH . LATCH 598I90 ST. STEEL 11 L.. 051010 AS REGD. 07.42190 WEOGE SOFr PVC - 12 18 x I" 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS - 13 051011 2/VENT SA554 CAM CELCON 14 43620-187 AS 9900. PILE 7/STRIPPING WITH PLASTIC riN - AMESBURY OR EQUIV. 15 43628-187 AS RECO. PILE WSTRIPPING WITH PLASTIC FIN - AMESBURY OR 00189 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 By 951 17 - 2/ VENT —1'- SPIRAL BALANCE - - . 18 051013-1 2 SASH STOP - - 19 I ESI505 - FLUSH FRANE ADAPTER 6063-75 OPTIONAL 20 - 1 5/18' BOX SCREEN - OPTIONAL I/4" MAX. SKIMS 8 EXTERIOR D.L. OPG. WINDOW 7110154 TYPICAL ANCNOPS r-SEE ELEV. / FER SPACING 1 - - 5 IBY WOOD BUCKS Env 949.A0 vID/LP CIVIL ma PE f 38883 A.N. 3535 SERIES-1000 SEP 0 /UM SERIES-1050 • P941.03c. fet7..qWJ.;, Ht,It 747 LW, .g.alanel 05 .4 . . TYPiCAL ANCHORS METAL SEE ELEvS. FOR SPAC NG/ STRUCTURE C ALT, ^ / 7 TvI,PCAL ANCHORS SEE ELEV FOR SPACING TYPICAL ANCHORS r SEE ELEV. FOR SPACING LANANA.■...! 1 MIAMI—DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS\ SEE ELEV. FOR SPACING INSTALLATION_DEMILS WITILELDSH FRAME ADAPTER Cngr. ARS1.41 AAP CIVIL ft A. Pt 1 33883 C A.N 3538 SEP 8 1 ?UN MeV (177,,P44,1g POry. 1RO1A11, t RAW= AC4.4S.1421 10,6, AV to . / tv:e_ P.7,770 v-NuA• 969 719 FRAME HEAD ,19 FLUSH FRAME ADAPTER -- 2.186 --t . I-� � 813 I 2 330 T 1242 2__ l IIi .344 --i .930 FRAME JAMB 1.400 J VENT LATCH STD. VENT TOP RAIL SERIES -1000 ] STD. VENT TOP RAIL SERIES -1050 2.063 328 L_I I 543 L.250 ',11) GLAZ NG WEDGE re) .803 -.4 Fd -.147 62 .837 L.- GLAZING BEAD 813 1.250 489 .868 1—.9491 .062 1-- .149 lb.\ VENT BOTTOM RAIL 2.188 ti.) VENT SIDE RAIL H.O. VENT TOP RAIL SERIES -1050 I) MEETING RAIL � SERIES -1000 2.113 MEETING RAIL SERIES -1050 7t0 874 FRAME SILL (STD.) 1.335 674 FRAME SILL (HI -RISE) E.. 445840 VOIP CML 'IA. PE Z 48863 C.A36 EP 0 1 1009 P9141jUC1- RFti2SED w 1 r....: tv%ng with rte 655645 12, 4144151 4' 444 404= r4or N1 .. ,1'NOW Is I� 1 i - .8 414A drowTng 4111. W03 -56 (sheet 7 01'1- RNIEL_DE_A4 Tom , FRAME CORNERS DETAIL Efor P.P.SHAG AMR CPA RA. PE 1 38e6..5 C.A. 3343 SEP 0 1 ?009 rosthucr as trovivin4 vdib ti.eliherz Nig 15 .05 t..tydr.t.. . draw noj no. W03-56 a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 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: The Jeld -Wen Series "Premium" — Outswing Opaque Fiberglass Doors w/ Non -Imp Sidelites APPROVAL DOCUMENT: Drawing No. JW102006, titled "8'0 O/S Opaque Fiberglass Door" Sheets 1 through 10 of 10, prepared by PTC, LLC dated 12/06/06 and last revised on 02 -14 -2008, signed and sealed by Eric S. Nielsen, 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: Limitation: 1. Doors: Large and Small Missile Impact 2. Sidelite: None: Approved Hurricane Protection Devices complying w/ FBC are required. 3. Units are not rated for water resistant, unless meet exception requirements per FBC. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 1215.03 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JW102006, titled "8'0 O/S Opaque Fiberglass Door" Sheets 1 through 10 of 10, prepared by PTC, LLC dated 12/06/06 and last revised on 02 -14 -2008, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. 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 (Doors only) 5) Cyclic Wind Pressure Loading per FBC, TAS 203- 94(Doors only) 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of outswing Opaque Fiberglass doors w /Sidclites, prepared by Architectural Testing Lab, Test Report No. 65297.01- 301 -18 dated 08 -21 -2006, signed and sealed by Joseph A. Reed, P.E. 2. Additional reference test report No. 75771.01- 301 -18 dated 08- 08 -07, issued by Architectural Testing Lab for LVL mulled glazed units per TAS 202 -94 and TAS 201 /203 -94 (Doors), signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2004, dated 12/11/06 and last revised on 02/14/08, prepared by PTC, signed & sealed by Eric S. Nielsen, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance, Component NOA No. 06- 0411.01, issued to Jeld -Wen for "Premium Fiberglass Door Skin with PURfiber" expiring on 08/17/2011. 2. Test Report No. ETC- J990006660 -001, prepared by ETC Laboratories., issued to Jeld- Wen Inc, dated 04/08/99,EPS Foam, tested per ASTM D 1929 "Self Ignition Temperature"; ASTM E84 "Flame Spread Index ", ASTM E84 "Smoke Developed Index ", signed and sealed by Fredrick D. Muskeet, P.E. 3. Notice of Acceptance No. 07- 0214.07 issued to ODL, Inc. for "Aluminum Glazed Lite kit Assembly- Component approval ", expiring on July 28, 2010. 4. Notice of Acceptance No. 07- 0214.08 issued to ODL, Inc. for "Non -Imp HP Polypropylene Lite kit Assembly - Component approval ", expiring on Dec 30, 2010. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated 12/11/06, signed by Eric S. Nielsen, P.E. 2. Lab compliance statement as part of above test reports. G. OTHER 1. None E -1 \L11. Ishaq I. Chanda, P. E. Product Control Examiner NOA No 06- 1215.03 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 JELDVEN® PREMIUM FIBERGLASS DOOR OUT-SWING 8-0 OPAQUE (IMPACT) & GLAZED SIDELJTE (NON4MPACT) GENERAL NOTES 1. THIS PRODUCT 15 DESIGNED TO MEET' THE 2004 FLORIN BUILDING CODE, 'AND. HVHZ STANDARDS 2. WOOD BUCKS 81' OTHERS. MUST SE ANCHORED PROPERLY 70 BRINING OFOADS THE STRUCTURE AND TO 8E REVIEWED 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 1O BASE MATERIAL Stirk1.1 55 BEYOND WALL 4. IMPACT RESISTANT SHUTTERS DRESSING REQUIRED ON SIDELITES 5. DESIGN PRESSURE RATING SEE TABLE 1 PAGE 1, 6. SIDELITES ARE AN OPTION AND CAN BE IN A 5IN0LE OR DOUBLE CONFIGURATION. SIDEUTES ARE NOT IMPACT RESISTANT AND APPROVED SHLUIttc, ARE REQUIRED 7, THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS UNLESS PROTECTED BY OVERHANG COMPLYING WITH F.B.C. (CammonE fo tit trwno cconaItlona) natruction: ncn h'• Fiberglass avg. min. yield strength Fy(min.) ®6.600 psi Skin — 0.110" or C.065" minimum thickness. pending focatton. Core design: Expanded Polystyrene foam care, with 1.0 to 1.25 fbs /af density, by Jeid —Wen. Panel Construction; The fiber, lass door panel skin has a minimum thtcimess of 0.110 on the exterior side and 0.065" an the interior side. The panel face sheets are glued to a wood bottom rail and LVL top raft & stiles. In the double door application the tnadttve door Is fitted with an extruded aluminum astragal (Endure) of 6063 —T5. Doors at active panel requires Ives Surface bolts at top & bottom. S'de1kR Conatruettan: Panels are sandwich glazed using a two piece ODL ermatl— P6- 30FM0391) tits frame. Glazjng consist of two 0.125° tempered Panes separated by a 025 air space. The Ste frames are wet glazed on the Interior and exterior sde with Dow Corning 1199 sealant Both inferior and exterior panel skins have minimal • thickness of 0065 . E�$DdGti40; The Ira ee are constructed of finger — jointed mne am measuring 4- 9/16° x 1 -1/4 . The head ,jambs are o seal and butt joined to the side Jambs, and attached with three (3) 160A. 7/16' crown x 2° long staples on eoch side. The Endure threshold is attached to the side Jambs with three (3)16(; 7/16° crown x 2 JJ8 Phillips flathead screw on 1 TABLE 1 SINGLE & DOUBLE DOOR DESIGN PRESSURE RATING '.WHERE WATER INFILTRATION REQUIRED IS NOT NEEDED +60" NEGATIVE —69• 37 3/4" MAX., FRAME WIDTH 35 3/4" MAX. PANELS WIDTH 14" MAX. MAX. SIDELITE 36 3/4" MAX. 35 3/4" MAX,_ _ SIDELITE PANEL PANEL W /ASTRAGAL PANEL WIDTH FRAME WID1I4 WIDTH 105 1/2" MAX. OVERALL FRAME WIDTH 15 1/2" 96 1 /< MAX. FRAME HEIGHT 95' MAX. PANEL HEIGHT 10 El v nv ACTIVE SEE !DETAIL 2 SHT. 3 *DESIGN PRESSURE W/ SURFACE BOLTS ENGAGED (ACTIVE & INACTIVE) •• CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 2004 FEC. SINGLE OUT -SWING DOOR UNIT (IMPACT) (X) INTERIOR VIEW TABLE OF CONTENTS SHEET # DESCRIPTION 1 ELEVATIONS & NOTES 2 ELEVATIONS & NOTES 3 • VERTICAL. CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 8 HORIZONTAL SS CTIONS ANCHORING L TION & DETAILS 8 ANCHORING LOCATIONS & DETAILS 9 COMPONENTS 10 BILL OF MATE8ALS SEE DETAIL 2 SHT. 3 VLW DOUBLE OUT -SWING DOOR UNIT (IMPACT) W/ SIDELITES (NON - IMPACT) (OXXO) INTERIOR VIEW ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 7" MAX D.L.O. WIDTH 78 1/2" MAX. D.L.O. HEIGHT VOW Apprnen; t•.. Florida BekNag 1..ouc 8ER A4p•: 27, %eft Lwrme a7 ". r 1 r -e s,dettletT>�cemo Lta P LL ti+ � A, A9 MUMS wf 16100 -04E 8114 REVISION 12107/47 DAZE ea BY JELD —WEN, INC.. PHONE (541)- 882 -3451 3737 LAKEPORT BLVD. — KLAMATH FALLS. OR. 97601 Eric S. Nielsen Florida P. 5. No. 41323 MC 1535 Cogswell Street, Suite C25 Rookledgo, Florida 32985 1-995 Cmt@toab of Authorization Ho. 25979 1n� B' -0" o/S OPAQIIJE (LAtf) F1BEROIASS DOOR W/ N.1. SIDELITES EUEVATIONS & NOTES PROPAI CRH1 SAM 12/6/06 P N.T.S. awg JW102006 SCAM PM US REIN SHEET: Mono 321.600.170 Fax :721.000.1705 A 1 of 10 3/4° MAX. FRAME WI 35 3J4° MAX. PANEL WIDTH 15 1/2° MAX. SIFT WIDTH 98 1/2° MAX. FRAME HEIGHT ° MAX. EIGHT 95° MAX. PANEL HEIGHT SEE DETAIL SHT. 3 OPAQUE SINGLE OUTSWING DOOR (IMPACT) UNIT W/ SIDELI S (NON - IMPACT) (OXO) INTERIOR NEW ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 74 1/2° MAX. FRAME WIDTH 36 3/4° MAX. —PANEL WIDTH- - /ASTRAGAL r95° MAX. PANEL HEIGHT 96 1/2° MAX. FRAME HEIGHT STU IS ARMORED lift Mwud -cam War/a» RE ON DeTE Br' SEE DUAL 2 SHE 3 ;OPAQUE DOUBLE OUTSWING DOOR UNIT (IMPACT) (XX.) INTERIOR MEW Eric S. Nielson Florida P. E. No 413233 1535 Cogswell Street, Rockledge. Florida S29 � 32955 MYPE 4ar1Eizab Al Authorization NO. JELD -WEN, INC. PHONE (541)- 882 -3451 3737 LAKEPORT'BLVD. — KLAMATH PALLS, OR. 97601 1116 8' —O O/S OPAQUE (LMJ.) FIBERGLASS DOOR W/ N.I. SIDELIIES ELEVATIONS & NOTES SAM WE' 12/6/06 PAewArn en Piq ua PAM 321.080.1788 3210037110 N.T.S. W102006 A wHEEn2 of 10 SEE NOTE 2, SHEET 1 1 3/4° MIN. 1 1/2° MIN. EMB /4" MAX. SHIM SEE DETAIL 1 ON THIS SHEET SEE DETAIL 2 ON THIS SHEET FOR SURFACE BOLT 95" MAX. PANEL HEIGHT 91 1/2" MAX. INTERIOR 96 OVERALL FRAME HEIGHT SEE DETAIL 3 ON THIS SHEET FOR SURFACE BOLT EXTERIOR 1 3/4" NOMINAL PANEL THK. 1 3/4" MIN. 5 8 MIN. EMB f SEE NOTE 2, SHEET 1 VERTICAL CROSS - SECTION DOOR PANEL 2 1/2" MIN. EDGE DISTANCE 1/4" MIN. ^1/4" MAX. r tl SHIM 0.15" MIN COUNTERSINK 1 1/4" MIN. EMB. SEE NOTE 2, SHEET 1. SEE DETAIL 1 ON THIS SHEET SEE DETAIL .2 ON THIS SHEET FOR SURFACE BOLT 96 1/2" MAX. OVERALL FRAME HEIGHT SEE DETAIL 2A ON THIS SHEET FOR SURFACE BOLT INFERIOR EXTERIOR PANEL MAX. PANEL HEIGHT 1 3/4" NOMINAL PANEL THK. 0 0 I GVi�1f' 'A� 2 1/2° MIN. EDGE DISTANCE 1 1/4° MIN. EMB. 1 3/4 MIN. VERTICAL CROSS- SECTION 000R PANEL -1 A A9 REQUESTED BY BWB -DADS 12JW/OF® SYN REYtSION DATE Fre DETAIL 1 COUNTERSINK IN HEAD DETAIL 2 SURFACE BOLT DETAIL 2A SURFACE BOLT ® SILL Eric S. Ntidaw Florida P. E. No 41323 1535 kIed Coping 91 FEPE Cmuearr et tathertedan NO 25935 JELD -WEN, INC. PHONE (541) -882 -3451 3737 LAKEPORT,BLVD. — KLAMATH FALLS, OR. 97601 s'—o" o/s OPAQUE (LAO RBERIASS DOOR if/ NJ. SCRIMS VERTICAL CROSS SECTIONS PROMO 9n aet SAM /r'' > N T.S. PiC RICA Phew 321.00.1788 i®, 321.890.171N 12/6/06 0r¢1 tela W102006 A Weal 3 of 10 SEE NOTE 2, SHEET 1 1 1/2" FMIN. EMB. 1 3/4" MIN. SEE DETAIL 1 ON SHEET 3 96 1/2" MAX. COVERALL. FRAME HEIGHT SEE DETAIL 10 ON SHEET 7 —1 1/4" tNd£ERIOR EXTERIOR 95" MAX. PANEL HEIGHT SEE NOTE 1 SHEET 7 FOR SPACING 1 3/4" NOMINAL PANEL THK. 1 1/2" IMIN. EMB. SEE NOTE 2, SHEET 7 1 3/4" MIN. SEE NOTE 2, SHEET 1 VERTICAL CROSS- SECTION SIDE LITE PANEL _ 1 1/4" MIN. EMB. 2 1/2" MIN. EDGE DISTANCE 1 3/4" MIN. SEE NOTE 2, SHEET 1 SEE DETAIL 1 ON SHEET 3 96 1/2" MAX. OVERALL SEE DETAIL 10 FRAME HEIGHT ON SHEET 7 —1 1/4" EXTERIOR 95" MAX. PANEL HEIGHT SEE NOTE 1 SHEET 7 FOR SPACING 1 3/4" NOMI PANEL THK. 1 1/4" MIN._ EMB. 1 3/4" MIN. 2 1/2" MIN. EDGE DISTANCE D VERTICAL CROSS- SECTION SIDE LITE PANEL Approved as somplylas with the Florldo Bolding Cock moo Atrfr4- 74110 raw dAgi Fti Sri I AS ME E= er nor -5 REVISION OATS BY (0 Edc S. Nielsen Florida P. E No. 41323 1539 Cogswell met Sulte C25 Rockledge,- Fort& 32955 EWE Catlike% et A lim1 NQ 29935 JEW—WEN, INC. PHONE (541)- 882 -3451 3737 LAKEPORT BLVD. — KLAMA7H FALLS, OR. 97601 ,rte 8' -o' 0/S OPAQUE (LM.L) FIBERGLASS DOOR W/ N.I. S!DELITES VERTICAL CROSS SECTIONS PROM SAM 12 /6/06 an. Nth JW102006 N.T.S. eat Rees m.aeo.nha FO, 51.890.17% A 4 of 10 1 3/4" MIN. 2 1/2" MIN. EDGE DIST. AT TOP & ON SHEET 3 BOTTOM SEE DETAIL 1 1 3/4" NOMINAL PANEL THK. 1 3/4" MIN SEE NOTE 2, SHEET 1 AT TO = & ON SHEET 3 BOTTOM SEE DETAIL 1 1 1/2" MIN. 1 3/4" NOMINAL EMB. PANEL TIiK. HORIZONTAL CROSS SECTION ORIZONTAL CROSS SECTION FOR SINGLE OPAQUE DOOR AT LATCH JAMB TO BUCK, TYP. FOR SINGLE OPAQUE DOOR AT LATCH JAMB TO BUCK, TYP. EXTERIOR 1 3/4" (NOMINAL PANEL THK. INTERIOR 1 3/4" NOMINAL PANEL THK. EXTERIOR AIMEE 1 1/2" MIN. EMB. ON SHEET 3 SEE DETAIL 1 1 1/4" MIN. EMS. ON SHEET 3 SEE DETAIL 1 -1 3/4" MIN. 2 1/2" MIN. EDGE DISTANCE 1 3/4' MIN. SEE NOTE 2, SHEET 1 HORIZONTAL CROSS SECTION 5 FOR SINGLE OPAQUE DOOR AT HINGE JAMB TO BUCK, 7YP. HORIZONTAL CROSS SECTION FOR SINGLE OPAQUE DOOR AT HINGE JAMB TO BUCK, TYP. 1 aipproved 95adde Eseeepbing with the Nets A A8 MEM 9r 1801a -ME SYM REVISION 211�fos Eric S. Nle4en Florida P. E. No. 41323 ta/mrore 1535 CogereIi �, Suit. C25 9A1E BY Rockledge. Florida 32995 FUPE Cwmroeb of Audnnmxm No. 55933 JELD —WEN, INC. PHONE (541)- 882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 TREE S' -o° o/s (AWE (LAW Ft8ER. LASS DOOR W/ M. WELDED HORIZONTAL CROSS SECTIONS SAM nmE 12/6/06 PT F.0 N.T.S. Phan 321.600.1788 Fm, 521.690.1789 JW102006 A 5 o 10 SEE NOTE 1 ON SHEET 7 FOR SPACING 1 3/4" MIN. 2 1j2" MIN. EDGE DISTANCE SEE DETAIL 1 ON SHEET 3 IMi P2 SEE DETAIL 9 ON SHT. 8 1 1/2" MIN. EMB. SEE DETAIL 10 ON SHEET 7 HORIZONTAL CROSS SECTION AT SIDELITE (NON - IMPACT) 1 1/4" MIN. EMB. 1 3/4" MIN. SEE DETAIL 10 ON SHEET 7 SEE NOTE 1 SHEET 7 FOR SPACING seesee SEE NOTE 3 ON SHEET 7 HORIZONTAL CROSS SECTION AT SIDELITE (NON - IMPACT) TO HINGE JAMB SEE NOTE .3 ON SHEET 7 DUMB SEE (DETAIL 1 ON SHEET 3 HORIZONTAL CROSS SECTION AT SIDELITE (NON - IMPACT) 4 1 3/4" NOMINAL PANEL THK. Iilllliii lo iii CA AT TOP & BOTTOM HORIZONTAL CROSS SECTION AT SIDELITE (NON - IMPACT) TO LATCH JAMB AT TOP & BOTTOM 1 3/4" NOMINAL PANEL THK. ORIZONTAL CROSS SECTION AT ENDURA ASTRAGAL, TYP. Apprsvred as complying with the Buidiag Cede a mn N0M Wood node A AS =SSW Bt 0030-PDC 12/0 REVISION DATE BY 2(IY fat Eric S. Nielsen Florida P. E. No. 41323 LLC 1835 CogsweP Street, Suite C25 Rockledge. Florido 32955 FSPE c.,STfcab 0 Authorization NO. ,28935 JELD -WEN, INC. PHONE (541) - 882 -3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 8'-0° O/S OPAQUE (LMJJ F16ERDLASS DOOR W/ N.t. SJDEJTES HORIZONTAL CROSS SECTIONS p al."41,411L. u Pw 1!F pee. 310.604ne8 12 606 JW1 0 Fax 321.89w.178e A 6 of 10 6 6" MAX SEE DETAIL 3 SHT. 7 SEE DETAIL 4 SH7: 7 SEE NOW 2 olc. TYP. "u) SEE DETAIL 5 SHT. 7 /12 W000 SCREWS OR 1/4" TAPCONS DOUBLE DOOR ANCHORING LOCATIONS NOTES: 1. SPACING FOR ITEM 124 ( #8 x 1 1/2" TEK SCREW) tS AS FOLLOWS: TOP ,& BOTTOM; SIDELITE (2) SCREWS 3" IN FROM EACH CORNER. DOOR PANEL (2) SCREWS 3° IN FROM EACH CORNER, & (2) IN THE CENTER SPACED 5,3/4" 0.0. SIDES FOR BOTH; (8) SCREWS 6.5 ", 16 3/5" 26 1/4" 36 1/8 ", 46°, 55 7/8 ", 65 3/4° AND 75 5/8" FROM THE BOTTOM OF THE UTE FRAME. 2. THE HEAD JAMBS ARE JOINED TO THE SIDE JAMBS USING (3) 7/16" CROWN x 2" LONG WIRE STAPLES. 3. CORRUGATED NAILS (QTY 10) ARE EQUALLY SPACED ALONG BOTH FACES OF THE MULLION. 0 EXTERIOR ''iC1-rm INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL 5 (SILL) FOR SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAITION DETAIL 4 TERIOR ACTIVE THROWB LJ STRIKE PLATE MOUNTING. DRILL 3/8 ASTRAGAL RETAINER BOLT HOLE THRU HEAD /MASONRY x 1 -3/8" DEEP DETAIL 3 (HEAD) FOR SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAI77ON STEEL INTERCEPT 1/2" GLASS SPACER _E=ELOfi BITE INTERIOR DETAIL 10 NON— IMPACT SIDELITE GLAZING DETAIL ODL INSULATED GLASS UNIT PER CURRENT N044 1 r} �T4 r SEE NOTE 1 ON THIS SHEET 1/8" TEMPERED / 1/4" AIR SPACE TEMPERED GLASS -1/4" MAX. GLASS THK. SEE DETAIL 3 SHT. 7 SEE DETAIL 4 3" - SHT. 7 6" TYP. SEE NOTE 2 3" TYP. a ' SEE DETAIL OS 7 Si-fr. 8 m m SEE DETAIL 5 SHT. 7 / 2 WOOD SCREWS OR 1/4° TAPCONS SINGLE OPAQUE DOOR W/ NON — IMPACT SIDELITES ANCHORING LOCATIONS FOR A AS REaussnsi m 9508 -09 19/07/070e Sri REVISION DATE BY DETAIL 4A (SILL) SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAIDON Ede 'S. Nielsen Florida P. E. No. 41323 1535 Cogswell Street. Suite C25 Rockledge, Florida 32055 ■F81+E Ce,tlfNote of A.17.551195 NO. 25935 Approved*. moo)lag vbb the Date 11fmt27, NORM.t- JELD -WEN, INC. PHONE (541)-882-.3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 0/5 OPAQILE (L.MJ.) FIBERGIASS DOOR W/ NJ.. SMUTS ANCHORING LOCATIONS & DETAILS ROOM 017 URN: SAM 05151 12/6/06 Sou N.T.S.x1 JW102006 SWIM A 7 of 10 maua ROA Fheas 021.590.1788 F 391980.1789 3" lYP. 6° TIT. 3" 7YP. 5 ti 0 0 DETAIL 3 SHEET 7 05 1/2" SEE DETAIL 5 SHEET 7 DOUBLE OPAQUE DOOR w/ NON—IMPACT SIDELITES ANCHORING LOCATIONS 172 WOOD SCREWS OR 1/4" TAPCONS DETAIL 8 STRIKE PLATE TO IMPERIAL ASTRAGAL In rn 1" DETAIL 9 FASTENER SPACING ENDWRA ASTRAGAL 7" TYP. SEE DETAIL 3 SHEET 7 SEE DETAIL 6 SHEET '8 16.90" 0.0. MAX. DETAIL 7 STRIKE PLATES TO JAMBS SEE DETAIL 5 SKEET 7 SINGLE OPAQUE DOOR ANCHORING LOCATIONS #72 WOOD SCREWS OR 7/4 TAPCONS 4 9/16" 0 Pro 0 OCR DETAIL 6 HINGE DETAIL Amopprosed us sowl/4,,gwith Cade kfflang- AS REOUNICID er •_......._ SYM ADASION 1s/a7/OTCB DATE EYk 114,4122 Florida P. E. No. 41323 1535 Cogswell Street, Suns C25 RoxNedge, }Ueda 32955 BY me Certificate at A28wrhgbae NO. 25936 JELD —WEN, INC. PHONE (541) -882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 �rt1e 8' -O° 0/S OPAQUE (LM.LJ F7aEROLASS DOOR W /Nil. SMUTS ANCHORING LOCATIONS & DETAILS 1R&WIGa BG See: r we. 11t Phone 321.103.1713N Fee 32t04170 SAM N.T.S. men A ° 12/6/06 pm. JW102006 8 of 10 1 4.5625 " —+ d J. C1 N T o W000 FRAME i a©44 0 1 If r N 0 0, O J. I 1 1 - °-1I+- 0.087" MIN. 4 x 4 STEEL DOOR HINGE COMPOSITE MATERIAL �»--- 4.563"' —^� OVTSWINC THRESHOLD (ENDURA) PART# FOB4566A, 6063 -76 ALUMINUM l�J COMPRESSION WEATHERSTRIP Q -LON QDS 650 1-- 18 "---� 1 8UT 0 ASTRAGAL BOLT MATERIAL.: C/R STEEL ROD ZINC & YELLOW CHROMATE ASTRAGAL BOLT & LATCH SUPPORT BLOCK ASTRAGAL (ENDURA) 6063 -T6 ALUMINUM ASTRAGAL BOLT STRIKE PLATE(.050" STEEL) HEAD T3 0.625" ODL PLASTIC LIP LITE FRAME KIT 21 PER CURRENT NOA -1.578 " -j DOOR TOP RAIL LVL W /SOFTWOOD CAP tO 0 0.0.12 �-► I° 0.313" FINGER JOINTED WOOD BOTTOM RAIL 18.0" 0 LOCK BLOCK. (WOOD) H1.578"..-1 obni DOOR HINGE & LATCH STILE LVL W /SOFTWOOD CAP T 1 O WOOD MULLION CAP --1 r -0.75° 0 0 SURFACE BOLT (IVES. 0.25" STEEL) ATTACH TO DOOR .USING ITEM 40 1- 1.625 "-1 SIDELIiE STILE & RAIL LVL W /SOFTWOOD CAP 0 i= SURFACE BOLT STRIKE (.125" STEEL) ATTACH TO HEAD & SILL USING #10 x 1 1/4' F.H. SHEET METAL SCREWS PROVIDED WITH BOLT. ASTRAGAL BOLT STRIKE PLATE(0.050" STEEL) SILL 49 LVL FRAME SYM AS MECUMS VI wen -mASe calm REVISION DATE BY Er*(2, -44 MftWaje Zi fZ4WW lvanas Mielai 9*4 Erlo S. Nielsen Florida P. E. No. 41323 1535 Cogswell Std 5u5e C25 Rockledge, Fbrlda 32955 MRE certificate at A emeMation NO. 28855 JELD -WEN, INC. PHONE (541) - 882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS OR. 97601 8. -0° 0/S OPAQUE (LM.L) FIBERGLASS DOOR W/ N.L SORTIES COMPONENTS PREMISS en PM MC »Rro SAM N.T.S. Phone 321.890.1788 Pas 32.550.1729 REM A °12606 JW102006 9 of 10 Item 1 2 3 4 Description aterial HINGE JAMB (1 1/4" x 4 9/16" PONDEROSA PINE) HEAD FRAME (1 1/4" x 4 9/16" PONDEROSA PINE) 4" x 4" BUTT HINGE 12GA. (0.087" MIN.) WOOD WOOD STEEL 5 /9 x 3,4" PHILLIPS FLATHEAD WOOD SCREW /12 PHILLIPS FLATHEAD W000 SCREW W/ 1 -1/2' MIN. EMBED. STEEL STEEL 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 /10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW. 1/4" TAPCON W/ 1 1/4" MIN. EMBED. (ITW) STEEL STEEL OUT —SWING THRESHOLD COMPOSITE FILLER (ENDURA) COMPRESSION WEATHERSTRIP (G —LON QDS -650) ALUMINUM /COMPOSITE EXTRUDED ASTRAGAL (ENDURA) ASTRAGAL THROW BOLT 0.3125" X 18.0" LONG /10 x 1 1/4" F.H. SHEET METAL SCREW ASTRAGAL BOLT STRIKE PLATE LOCATED AT HEAD '(ENDURA) /10 X 1" PHILLIPS PAN HEAD SHEET METAL SCREW KWIKSET TITAN LOCK SERIES 400 KWIKSET TITAN DEADBOLT SERIES 780 ALUMINUM STEEL STEEL STEEL STEEL 30 31 32 33 34 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 2X WOOD BUCK (SEE NOTE 2, SHEET 1) 2x WOOD BUCK (SEE NOTE 2, SHEET 1) 1/4" MAX. LOAD BEARING SHIMS LITE FRAME (ODL HP POLYPROPYLENE) (PER CURRENT NOA) ODL 1/2" 10 GLAZING UNIT (PER CURRENT NOA) LATCH JAMB ( -1/4" X 4 -9/16" PONDEROSA PINE) /8 x 1 1/2 TEK SCREW (LITE FRAME) 3/8" RADIUS QUARTER ROUND STOP TOP RAIL LVL/ PINE CAPPED BOTTOM RAIL (FINGER JOINTED PINE) EXPANDED POLYSTYRENE (1.0 TO T.25Ibs /cf DENSITY BY JELD —WEN) (0.065" NOMINAL THICKNESS) FIBERGLASS DOOR PANEL SKIN — INTERIOR SIDE BY JELDWEN PER CURRENT NOA LOCK BLOCK (2.5" x 18") HINGE & !LATCH SIDE STILE (LVL/ PINE CAPPED) /8 x 3" PHILLIPS FLATHEAD WOOD SCREW 8 x 2" PHILLIPS FLATHEAD WOOD SCREW SIDELITE HEAD, SILL & JAMB FRAME (1 1/4" x 4 9/16" PONDEROSA Pt WOOD WOOD PLASTIC /METAL PLASTIC GLASS PINE STEEL SOFTWOOD LVL W /WOOD PINE FOAM FIBERGLASS SKIN E) WOOD LVL / WOOD STEEL STEEL WOOD NOTES: 1. SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS. MAXIMUM ALLOWABLE •MAX SHIM 1/4 ", SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. 2. SHIMS MUST BE LOAD BEARING AND NOT CONSTRUCTED OF WOOD. 3. ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 4. WOOD FRAMING SUBSTRATE MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. Jm Item Description 35. 36 37 38 39 40 41 42 43 44 45 SIDELITE RAIL & STILE IVES SURFACE BOLT /454 8.0" L. X .25" THK. SURFACE BOLT STRIKE (0.125" THK.) DOW CORNING 1199 SILICONE SEALANT 1" X 1/2" CORRUGATED NAIL 1/4 -20 SEX BOLT w/1/4 -20 FEMALE END x 1" L 16 —GA, 7/16" CROWN 'BY 1 -1/2" LONG STAPLE 16 GA. BRAD TRIM NAIL 3/4" L. (TOTAL 10 PER MULLION CAP) 1/4" X 1 1/2" WOOD MULLION CAP 16 Ga. 7/16" CROWN x 2" LONG STAPLES ASTRAGAL BOLT STRIKE PLATE (SILL) 46 lx WOOD BUCK (SEE NOTE 2, SHEET 1) 47 CONCRETE 48 FIBERGLASS DOOR PANEL SKIN (EXTERIOR) 0.110 (0.110 NOMINAL THICKNESS) BY JELDWEN PER CURRENT NOA 49 LVL JAMB (1 1/4" x 4 9/161 Material LVL/W000 STEEL STEEL STEEL STEEL STEEL STEEL WOOD STEEL STEEL WOOD CONCRETE FIBERGLASS LVL AppmCd as amg wimp H 2712. NOA9 OC-1 $3'6'x. Mud Bade P+"dact A NOWNIND REVISION OA1E ire Eric Raridg P. E. No. 41323 1535 Cogswell Stieeet State c25 Rockledge. Florida 32995 stn Certificate of N4konmUa, NO 2505 JELD —WEN, INC. PHONE (541) -882 -3451 3737 LAKEPORT (BLVD. — KLAMATH FALLS, OR. 97601 mttJ= 8" -0" O/S OPAQUE (LM.L) FIBERGLASS DOOR W/ N.L SIDEUEES BILL OF MATERIALS Nome er, Aim AN dgis PRL LID Phone 321.e40.1789 rm 321.800.1769 SAM N.T.S. Rm A Dam 12/8/08 f JW102006 0of 10 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /building DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, ILL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in.areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16' -2" Wide x 16'- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated 02123/98, with last revision 0 dated 02 /16 /11, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 0216.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. ,E • APPROVED NOA No. 11-0414.13 Expiration Date: July 21, 2015 Approval Date: June 02, 2011 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/98, with last revision G dated 02/16/11, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202 -94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI -07 -4267, dated 06/29/07, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per FBC, TAS 203 -94, of "DAB 824 Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI -11 -3206, dated 02/10/11, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8 -08 of "Sectional Residential Door (skin) ", prepared by Hurricane Engineering & Testing Inc, Report No. HETI- 11 -T101, dated 01/29/11, signed and sealed by Candido F. Font, P.E. "Submitted under NO/1# 05-0217.02" 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1328, dated 07/15/03, signed and sealed by Rafael E. Droz -Seda, PE. 2. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1329, dated 07/15/03 signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test Report on Tensile Test per A.STM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03 -T078, dated 10/31/03, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA # 03- 0210.04" 1. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. E -1 /96Agfr Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11-0414.13 Expiration Date: July 21, 2015 Approval Date: June 02, 2011 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 04/05/11, signed and sealed by Javad Ahmad, P.E, 2. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/18/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.01" D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 02/28 /08 and expiring on 01/11/12. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products; LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. F. STATEMENTS 1. Statement letter of code conformance to FBC 2007 and no financial interest issued by Al- Farooq Corporation, dated 04/05/11, signed and sealed by Javad Ahmad, P.E. M. irera fa d1 J1/ P.E. Carlos , Product Control Examiner NOA No. 11- 0414.13 Expiration Date: July 21, 2015 Approval Date: June 02, 2011 E -2 •. • • • •• • • • • •• • •• • •• • 5c7s e s .22_57 n-S A.-5 #1/4Corsrrp 4a1 w. ..".v.- 12-5* flria e tet °T /Mra sC 'T4r►T M40-- L. rz 1 1 Q ► 9 I Q i ® ! 0 V 0 Q . a p O. •••• . II' ••.�R�*._ •6•• • • ,tjis •• � • • '...• • • • •. ...IL • _ • • 1 • • b •••1 .. I.,■ tJ �t1 7- Pn RD Vi a• •.• f•• in ,i E.14ZE • V ... H • 3 J: . • 1 J '� Q 3 I 4 1 CO t ; t� to '3 z 3 a '3 Q ? 8 �C � a3 \ Ci 3 Q_ N N � '" 1-0 ∎ v e _, a 8 0 8 Pi f REdE MAY 2 3 2012 R�. ul� la -9z8 F.34(Sr7 v--f ..c7,. 'F',eceecti mcxv .ss*otr►(A/ • Miami Sho4os Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COI !WY RULES AND RTULATIQNS /o o Aft" '962 ` s M �4Al / 144z, ,+v$,P pc-G. JX2741 /.4 rt Se_ Lk) ,Alpnws t �Qc Zs 70:77p 41 c�'s-ndG �l 1�ow ?o o 4 lar.ste ye- t 72.stpfacs ---.,� Zzmo;L •••. • • • • •••• • • • •• • • •.. • • • •• • • • • • •••• • • • • • •••• I • •• • • • . • • •• •. •• • • • • I •• • D • • • • • •• • • • • • • • •• (sheet 1 of 6 ) 7 -1/2" X 3" X ` .071" GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS 7 -1/2" X 2 -1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS LOCK 2/ DOOR PUSH NUT 1" W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY. FACTOR 7 "X3 "X0.1" STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS BRACKET STD. LIFT DOOR DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 8' -6" 2 SECTIONS 18" 2 SECTIONS 21" 3 6' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" — 7' -3" • — — 7' -6" 5 SECTIONS 18" — 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 4 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" — 9' 6 SECTIONS 18" — 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21" 10' -6" 6 SECTIONS 21" — 5 10'-9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 41' -9° 2 SECTIONS 18" 5 SECTIONS 21" .12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" — 12' -6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18° 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 8 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" — .14' -3" 6 SECTIONS 18" 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18° 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6" 1 SECTION 18" 8 SECTIONS 21" 1$' -9" 9 SECTIONS 21° — 16' 6 SECTIONS 18" 4 SECTIONS 21" BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/161.18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS CENTER OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE SEE SCH. 'A' CENTER STILES CONFIGURATION DOOR. WIDTHS # OF CENTER STILES 8' -0" TO 9' -10" 2 10' -0" TO 11' -10" 2 2' 4.-01770 -0" TO 13' -10" 3 \ / 4 15' -11" TO 16' -2" 5 \ / / \ / \ \ / � _ ` /I\ Ammo.. I I w A• I II I - I 1 I � .�.� �w�� A A A Y �— - Y � . .. • V . —.,.jV� I _ . --� .��____- _ J 7Evy' = AY A v v v ' N iY i 11111 I OPTIONAL VENTS OPTIONAL FLUSH FACE (3) 5" WIDE AT 7" 0.C. MAX. WOOD GRAIN DESIGN OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5 /8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR DPTIONAIL OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE REFER TO SHEET 2 FOR U -BAR PLACEMENT INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT CENTER STILES SCHEDULE 'A' 10' -0" TO 1 ' -10" DOOR WIDTHS f •II Iliiil 11111111 { 12--0" TO 13' -10" DOOR WIDTHS pwll I1 =11 111111 14' -0" TO 15' -10" DOOR WIDTHS oi 15' -11" TO 16' -2" DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16' -2" X 16' -O" High With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES t. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR WIDTHS moo= NEMO) as th oplyloswhkWeFlorida floildialCods Eoeoptose No EmpieWion 5 0 1 0 0 0o iz C 0 L. 0 0. 0 0 0 .0 0 0 s 0 0. UPDATED FOR 2007 B 1 6 rc 0 N 8 G 0 0 0 'o 0 O sC co N N t v 0 W W 0 \ drawing no. 98 -05 CENTER STILES CONFIGURATION DOOR. WIDTHS # OF CENTER STILES 8' -0" TO 9' -10" 2 10' -0" TO 11' -10" 2 2' 4.-01770 -0" TO 13' -10" 3 15' --10" 4 15' -11" TO 16' -2" 5 pwll I1 =11 111111 14' -0" TO 15' -10" DOOR WIDTHS oi 15' -11" TO 16' -2" DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16' -2" X 16' -O" High With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES t. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR WIDTHS moo= NEMO) as th oplyloswhkWeFlorida floildialCods Eoeoptose No EmpieWion 5 0 1 0 0 0o iz C 0 L. 0 0. 0 0 0 .0 0 0 s 0 0. UPDATED FOR 2007 B 1 6 rc 0 N 8 G 0 0 0 'o 0 O sC co N N t v 0 W W 0 \ drawing no. 98 -05 SCETION 8 SCETION 6 4 SECTION DOOR HEIGHT RANGE 6' -8" TO 7' —O" (3) U—BARS SCETION 5 SCETION 3 SCETION 1 5 SECTION DOOR HEIGHT RANGE 7' -8" TO 8' -0° (3) U —BARS 1SCER0N6 1 1 1 1 1 I15cb0N6 SCETION 5 1-11.1 1 SCETION 5 #I II SCETION 4 II I SCETION 5 scEnoN 4 I��. SCETION 3 SCETION 2 SCETION 8 I 1 1 1 . 1 1 A I I 1 1 1 SCETION 8 I I I SCETION S I.1 1 1 SCETION 7 SCETION 4 1 1 SCETION 3 i 1 i I Ir I SCETON 2 !■^■N■ ■1 SCETION 2 �■ �N■�■1 8 SECTION DOOR HEIGHT RANGE 12' -6" TO 13' -3" (5) U —BARS 8 SECTION DOOR HEIGHT RANGE 13' -8" TO 14' -0" (6) U —BARS SCETION 9 a SCETION 1 1 SCETION 4 SCETION 3 SCETION 2 III ■I sex"0, I 1 SCETION 3 SCETION 2 5 SECTION DOOR HEIGHT RANGE 8' -3" TO 8' -9" (4) U —BARS 1 1 1 I I I _I 1 1 1 1 1 1 M 6 SECTION DOOR HEIGHT RANGE 9' -0" TO 10' -3" (4) U —BARS SCETION 7 SCETION SCETION 4 SCETION 3 SECTION DOOR HEIGHT RANGE 10' -8" (5) U —BARS SCETION 7 SCETION e �� 8 SCETION 5 SCETION 5 SCETION 4 SCETION J SCZETION 3 SCETION 2 SCETION 1 9 SECTION DOOR HEIGHT RANGE 14' -3" TO 15' -9" (6) U —BARS Engr: JAVAD AHNIAD • CIVIL FLA. PE I 70592 C.A.N. 4538, M SCETION 1 1 1 7 SECTION DOOR HEIGHT RANGE 10' -9" TO 12' -3" (5) U —BARS iiscoucrawasw alitecwifiesviefibillogiss floiktiagOrds Aoarcessios itspda ios A 44E1►Pj• Is r'%*� 10 SECTION DOOR HEIGHT RANGE 16' -0" (6) U —BARS drawing no. 98 -05 (sheet 2off> 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X W/ FOUR #14 X 3/4" SELF DRILLING S. 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ FOUR 1 14XX53/4 "S SELF DRILUNG E STILE SCR. USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS -3 1/2" X 1 -3/4" X 16 GA. OPEN TUBE ® TOP & BOTTOM OF EACH PANEL BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" 0.0. AND RUBBER WEATHERSTRIPPING 1 ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WrTH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. INTERMEDIATE SECTIONS REINFORCING OPTIONAL INSTALLER _ I14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .056" FORMED STEEL —GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1 -7/8" X 2 -5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/18" RIVETS 4 /14iNGE 5/8" S.M.S. 24 GA. STEEL PANEL -- FLAPS BENT OVER PANEL 16 GA. X 2 -1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. TOP _SECTION 3/4" X 2" X 2 -1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE POP RIVETS EDGE DISTANCE °-� 1.-73/1 6 . • . Io 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS — SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2 -1/8" X 1" (STANDARD) 12 GA. X 3- 5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7 -1/2" X .050" GALV. STEEL CENTER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT INTERIOR SIDE 7-1/2" X 071" END ROLLER HINGE SECTION B —Q 1.82" DIA. X .50" STEEL ROLLERS (STD.) 1.82" DIA. X .50" PLASTIC ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) WITH 4 -1 /4" STEM 1/2" PUNCHED HOLES 0 4" 0.0. 0 3/16" POP RIVETS AT 4" 0.C. (6) FOR 21" STILES (5) FOR 18" STILES k.)) t � Imo. .024" STL. PANEL 0 0 0 — END STILE OUTSIDE OF 000 SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL I 3/8" POWER —BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4 -20 SS BOLT & NUT i Engri JAVf10 AHMAD CIVIL ' FLA. PE # 70592 1 C 3(536 ' Rd�' PRODUCT REVISED ss Dui Cod* Or Florid* w aNt4D ,13 [(51/4'1 z 0, W 0 E N N oaf is Ix a O 2 t:im p< IY1• i •O et cr Q 2 all co 0 is) C 0 ( L 0 C 0 0 0 8 0 0 0 0 ,C 0 0 ,C W r—� 1 o_ 0 5 drawing no. 98-05 sheet 3 of 61 A POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET FASTENED W/ (6) # 14 X 5/8" S.M.S.- 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 --1/4" EMBED INTO MASONRY 3 PER BRACKET HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXAEEDING 8 FT. IN HEIGHT i l A .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS Z 1. G A I/O nviati. r',.... SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3" O.C. REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS: BY 'DYPLASJ PRODUCTS LLC' EPS— EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO-25 POLY — ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 14 GA. GALV. STEEL W/ (6)11114�X58"SMS 0 0 8 14 GA. GALV. STEEL TRACK VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A —A DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 86 97 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7'-O" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" *— SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 39 KS1 WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) i1 14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. © 48" 0.C. AND RUBBER WEATHERSTRIPPING re 0 Eli 0 It N U) 0 (.1 556 - 6624 1 to C O L. Engr1 AYAD'AH, CML F`PE 7059? C.A,N.{ 538. REVISED so coo:14i% *MMus MO& Bonding Code Atoeputrios No SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 0 a v 5 0 c� 'II to Ai 0 0 40 0 0 0 0 0 0 W LL 0 drawing no. 98 -05 (sheet 4 of 6 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 11" 0.C. MAX. WQOD BUCK CONNECTION TO WOOD SUBSTRATE WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" 0.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 9" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" 0.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 9" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CON FLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 21" 0.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILT!' WITH SPACING OF 10" 0.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 11" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION 9F JAMBS BY OTHERS 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 11" 0.C. MAX. 5/16" X 1 -5/8" LAG SCREWS AT 11" 0.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" 0.C. MAX. 1-1/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 -1/4" 8" 2" 3/8" HLC SLEEVE BY 'HILT!' FILLED BLOCK 1 -1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 3" 1/2" DYNABOLT BY 'ITW' FILLED BLOCK 1 -7/8" 8" 4" 3/8" POWER -BOLT BY 'POWERS` CONC. 2" 8" 2" '3f 8" SLEEVE -ALL BY 'SIMPSONS' CONC. _ 1 -1/e 8" 3" EDGE DIST. CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FLLED BLOCK f'm m 2000 PSI MIN. 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2 -1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 400 PRocucr RFVi3ED COMPlYiel with tilt Floida Ouildhig NoI Eying, By 41/141141*- t C �+ g a 8 a D � C• aCL. p t• tp re U. z d WEE oo oo 0 0 c 0 co i of 0 ., C 0 c 0 o. ,c 0 v a� 1�v w 5 8 0 8 d 0 U 0 F (01.06.10 0 sit 0 C drawing no. 98 -05 sheet 5 of $ DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE OPTIONAL WINDOW LITES IN ANY LOCATION .500 1.765 1.725 1,144 #8 X 3/4" SMS O 3/8" FROM ENDS AND 7" 0.C. MAX. 21 3/4" MAX. WDW. WIDTH (4) #8 X 3/4" SMS • 1 -3/8" FROM ENDS AND 6 -1/2" 0.C. MAX. 18 1/8" MAX. D.L.O. .176 - M*-- * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION I.0—.800 * INTERIOR FEAgE RIGID PVC ONE PIECE INJECTION r-lIi r •�wrw` 1 .175 X .062 DEEP GROOVE ..o,s 7 ::: mss, 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. ,waves.-._- •c_•a.:._ 1 5 A a 0 •- ...v_vvr , L"� .175 X .062 DEEP GROOVE (4) #8 X 3/4" c'iS 0 1 -3/8" r: K0M ENDS AND ? -1/2" 0.C. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS 48 X 3/4" SMS 0 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. 0 .175 X .062 DEEP GROOVE #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" 0.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 'JAVAQ'AIIMAD CIVIC., F4A 1t 4 70592 C.A.N. 538 ',Rower stEvisso ppcomplyingwhit the iW* L waft Ccode Accoptonoe No II., ' 13 Expiration DOOR PANEL 24 GA. (.024) STEEL MIN.- AIM 15/16" MIN. GLAZING BITE F-b WINDOW WIDTH EXTERIOR D.L. OPG. Mod Camel R kY82011 CO 0 M M Q Ui Z ~z Crs Q z� O)W rn� J co 0 L 0 a 0 CI) v 5 rn 1 2 a) 0 ci 0 8 0 ID 0 0 �f. c U 0 W ) • drawing no. 98-05 (sheet 6 of 6