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WS-11-338
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164544 Scheduled Inspection Date: September 20, 2011 Inspector: Bruhn, Norman Owner: TITUS, KURT Permit Number: WS -2 -11 -338 Job Address: 118 NW 100 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305 - 756 -3424 Parcel Number 1131010220360 Building Department Comments INSTALLATION OF NON IMPACT WINDOWS & DOORS (3 DOORS AND 1 WINDOW) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 164108. CREATED AS REINSPECTION FOR INSP- 156494. fastener for windows into mullians must be #12 minimum. NB September 19, 2011 For Inspections please call: (305)762 -4949 Page 23 of 31 Miami Shores Village u VEEWIE Buildin g Department artment FEB 2 8.2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: 10 City: 'inn t A An: And:, Tenant/Lessee Name: Permit No. BY: mmmmmmmmmm ®m®® ®mom®® Master Permit No. (ROOFING �n r�rn s_ ) rJ s Phone #: 76 - c2 1 7- 36.5"/ State: Phone #: Zip: ' 3 t 5-0 Email: JOB ADDRESS: 1 i LV ton City: Miami Shores County: Miami Dade Zip: 3 3 5O Folio/Parcel#: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: State: Zip: NO Flood Zone: ligar) Ow*r Phone #: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: N/91 Phone #: Value of Work for this Permit: $ 0,Bo © Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New kRepair/Replace Description of Work: Fic..., . `J r,,1 & . ", A ,.,J',. )., ci,��C5 .n. -Cron-I- -Cr> a r r b GGL 3^ In. ,s ❑Demolition Sa ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / 6 Q of CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU. INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap and a reinspection fee will be charged. Owner or Agent The f ing instrument was ac owledged before u e day o 20 11 , by J who is • ersonall s own to me or who has produced •■■ 1� As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. Q1.' NOTARY PUBLIC: m d a1'3 ito mod`' yl0 lgSti Ti ` o **************************************************** * * * * * * * * * *t9:*k:F*4***k:Y4t:F* *3c*** *** **k **** * ** *9: * * *****YY Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk 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: 6 k vi [ Y d. T' cos. DATE: JO 8 ADDRESS: ‘,1:2) ) l DO t Se). 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. 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. Initia 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 numbe on permits and contracts. 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 '� ubstantially 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. Initi 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. Initi 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 homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initi 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. Initi 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 govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initialy e 10. I understand that I may obtain more information regarding my obligations as an employer from the Intemal 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 http : //www.mvforidalicense.com/dbpr /pro /cilbfindex.html Initi 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: 11 °o o(,3 too S-r S-7 3s ( fib Initi 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. Inifial,�. 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 contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this __ __day of ,�biJa,r, , 20 2 J who was personally known to me or who has Produced there License or 1 1/' 6 1 9'1 0 as identificati n. 1,11 F J .A4 Ji�I NOTA'Y NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FiRST INSPECTION i` PERMIT NO. s 11-336 v V TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 111111111111111111111111111111111111111111111 CFH 2011R0136.448 DR 'k 27603 Ps 0321; tips) RECORDED 03x'02/2011 11:04 :48 HARVEY RUVIfr CLERK OF COURT MIAMI -DADE COUNTY, °FLORIDA LAST PAIGE Space above reserved for use of recording office 11% 13th loo S—t' I'i'ti ' '14prm5 a35I :coo 2. Description of improvement: irr,,.o f )e, i ,..).4.1 e d-.1 el o.� Xra.Aa a.0.rarS t'e ?lac -a- irk a.n,-� 3. Owner(s) name and address: 'Stet ,a A. . .<.�.s. r.■ S Interest in property: !'?we. e.rr' Name and address of fee simple titleholder. 4. Contractor's name, address and phone number F. ro_ f l eke . C>f.,es e- tt 9 ) tb±O 6T',' IV1: awit : Styra s1 331,S0 �c. 33tSo 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7:, Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor`s Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: the exphation date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE fOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTER ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Oificer/Director/Partner/Manager Prepared By Prepared By, Print Name Print Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE' y� The foregoing instrument was acknowledged before me this g g day of ` ` / 113. By Individually, or% as - -__- I�Persona ly known, or produced- the#oiloanting type-oi-ide � --rte -- e D. dl/i . S eA o ry 3315"1" Signature of Notary Public: Print Name: (SEAL) for VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of pe declare that 1 have read the foregoing and that the facts stet„ e, to .; best. of my • wiedge and belief. 10'1 O '00 .00 Dv- Officer/DireCtor/Partner/Manager who signed abo� 123.01.. a 3 alto SSWE OF COUNTY OFD DE I HEREBY CERTIFY that NW is a ko copy of It® r,.a A926 HANYEY k; t and Cowts I /rte BY `%/r 'i• ti. P.C. • • ••• • • • ••• ••�•• • • • •• •• • Page 1 of 2 • • TV �iis !Propperty descr ,ed as: • to 4 san(i the west •)s sf Lot 5, Block CREST, according t i IP at ooTclrfi r, ,, of the Brabbic Rec rdLs �f Mi :-uate . o t F da. °riled is a1 6• • a¢rl�'dr G /iev .p / G9 • rne�asA � C /ea../ pe, oze77 / e cco /na//f and iron `nn/ N /yrrrrpG ra 0.4 // NO /P /AI 4/X4/ /6.70 sip 101 Shane Michael PROPERTY OF: \; 1/1 64: Di P o Vip to SOOrus, 118 N.W. Nor valid unless embossed with Surveyor's Seal. A BOUNDARY wavly herein ctntdy that the survey tree• ,Mted hereon me.4, the momWm te0.e4 Lunn:, do wt forth be the Board of land Surveyed m chaptn 61C174 flohda a Cade rs. ver. on the PI ethn than an w/0 100th Street, Miami Shores, Flori LANNES and GARCIA, INC. ENGINEERS- LAND SURVEYORS- LAND PLANNERS Office address: 359 Akan, Avenue, Coral Gables, Honda 33134 Mailing address, P.O. Box %1131, Miami, Flonda 33156 (305)886.7909 (305)523 -8663 Recert �Ce t � e Revised, /`y rf747 DATE to. a / -4PS DRAWN BY Oc :/ To, ame and Flood Info DRWG NO 31140 r • • ..• • • •. . 00 00 • • • • • • • ••• • • • • .. • . • • • •.• • 118 NW 100 Street Miami Shores • • • • • •• • •• • .• •. • • • • • • • • • .0• ••• •• • 041O oeo •• • ••• •• • • • .• • • 00 Front Elevation Front window rough opening 137" X 55" Replace existing jalousie windows with new windows, See Specs Rear Elevation Replace 3 French doors rough opening 53" X 80" See Specs • • ••• • . •• •• • • ••• • • •• •• • • • • • • • • • • . • • • ••• • • • • • • • • • • • • • • • • • • •• 118 NW 100 Street Miami Shores With Prop se�l,i i, es.: •• • • •. • • • • • • .. • • . • • • •.• •• •• • • .•• • • . .* • • • • • • • • • Front Elevation Front window rough opening 137" X 55" Replace existing jalousie windows with new windows, See Specs Rear Elevation Replace 3 French doors rough opening 53" X 80" See Specs 03/02/2009 - 5:01 pm troyb • • ••• • . F : \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts ((3®).drtd • • ••• 2007 FLORIDA BUILDING CODE & ASCE DESIGN LOADS FOR COMPONENTS AND CLADDING; INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRgSSI04S • • • • • WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd • • • • • • INS''RUIONS FOR TABLE USE: Mean Roof Height DESIGN PRESSURES PSF) • Zone 4 Mean Roof Height DESIGN PRESSURE Pr) lone 5 • • • • 10 15 20 Tributary Area Se Ft) 40 45 50 , 10 15 20 Tributary Area ($g Ft• L • 40 • 45 • • • 50• 25 30 35 25 30 35 -50.4 -49.2 - 48.3 -47.6 -47.1 -46,6 -482 -45.9 -45.5 - 82.2 -59.8 - 58.0 -56.7 - 55.6 -54.8 -53.8 - 53.1 -52.5 0 -15 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 0 -15 ft +48.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 - 51.1 -49.8 49.0 - 48.3 - 47.7 -472 -46.8 - 46.5 -46,2 -83.1 -60.6 - 58.8 -57.5 - 58.3 . y;i4.1 4519 40312 16 ft +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42,9 +42.5 +422' 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +48.3 *EA 11112.: 424 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 - 49.5 +45.4 -48.9 +44.8 -48.4 +44.3 - 48.0 +43.9 - 47.7 +43.6 -47.3 +432 18 ft -64.6 +48.3 -62.1 +47.0 80.3 +46.1 -58.9 +45.4 -57.8 +44.8 -561 •41.3 • 5. •43i 1552 ?44.6 �4r5 V13 -53.5 -522 -51.3 -50.6 - 50.0 -49.5 -49.1 - 48.7 -48.4 - 86.1 -63.5 - 61.8 -602 - 59.0 -58.1 -57.2 -56.4 -55.8 20 ft +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +442 20 ft" +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 -67.4 - 64.8 - 62.9 -61.4 -602 -59.2 -58.4 -57.6 -56.9 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 55.8 -54.3 -53.3 -52.6 -52.0 -51.5 - 51.0 -50.6 -50.3 - 88.7 -66.0 - 64.1 - 62.8 -61.4 - 60.3 -59.4 -58.7 -58.0 24 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +48.3 +45.9 24ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 -58.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -69.8 -67.1 - 65.1 -83.6 - -62.4 -61,4 -60.4 -59.6 -58.9 26 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47,5 +47.1 +46.7 28 ft +52.2 +50.8 +49.8 +49.1 +48,4 +47:9 +47.5 +47.1 +46.7 -57.5 -56.1 -55.1 - 54.3 -53.7 -532 -52.7 -52.3 -51.9 -70.9 - 682 -66.2 -64.6 -63.4 - 62.3 -61.4 -60.6 -59.9 28 ft +53.0 +51.6 +50.6 +49.8 +492 +48.7 +48.2 +47.8 +47.4 29 ft +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft 58.3 +53.8 - 56.9 +52.3 55.9 +51.3 55.1 +50.6 54.5 +49.9 53.9 +49.4 - 53.5 +48.9 53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 - 692 +52.3 - 67.1 +51.3 - 65.6 +50.6 -64.3 +49.9 - 632 +49.4 -62.3 +48.9. - 61.5 +48.5 -60.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 55.9 +51.3 - 552 +50.6 54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 - 70.1 +53.1 -6&1 +52.0 -86.5 +51.3 -652: +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.8 +48.8 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 - 54.9 54.5 -54.1 -73.9 -71.0 -68.9 -67.3: '- - 68.0 -64.9 -64.0 -83.1 -62.4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 50.6 59.1 -58.1 - 57.3 56.6 56.1 -55.6 55.1 -54.8 -74.8 - 71.9 -69.8 - 68.1 -666.8 -85.7 -64.7 -63.9 -63.1 361t +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 (1 -61.3 +56.5 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 57.3 +52.5 56.7 +51.9 -582 +51.4 - 55.8 +51.0 55.4 +50.6 38 ft -75.7 +56.5 -72.7 +55.0 - 70.8 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 - 84.6 +51.0 -63.8 +50.6 52.0 -60.5 -59.4 - 58.6 -57.9 -57.3 - 56.8 56.4 -56.0 -76.5 -73.5 -71.3 59.7 - 68.3 -672 562 - 65.3 -64.5 40 ft +57,1 +55.6 +54.5 +53.7 +53.0 +525; +52.0 +51.5 +51.1, 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 52.6 - 61.1 -60.0 - 592 -58.5 - 57,9'.. 57.4 , -57.0 -56.6 -77.3 -742 -72.1 -70.4 -69.0 - 67.9 - 66.9 -66.0 -652 42 ft +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 42 ft +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 - 632 -61.7 -60.6 -59.7 59.1 -58.5' 58.0 . -57.5 57.1 -78.0 -75.0 -72.8 -71.1 X9.7 - 68.5 - 67.5 -66.8 -85.8 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 . +52.6 +522 ft +58.3 +56,7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +522 -63.8 -62.3 -612 -60.3 -59.6 -59.0 -58.5 - 58.1 -57.7 -78.8 -75.7 -73.5 -71.8 - 70.4 -692 -68.2 -67.3 -66.5 46 ft +58.8 .8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 46 ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53,1 +52.7 - 64.4 -62.8 51.7 -80.8 50.1 -59.6 59.0 58.6 582 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 - 68.8 -67.9 -67.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54,0 '+53.6 +53.1 48 ft -. +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 54.9 -63.4 522 -61.4 -60.7 -60.1 59.5 59.1 -58.7 -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69A -68.5 -67.6 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6. 50 ft +59.9 +58.3 +572 +56.3 +55.8 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 - 62.8 +57.6 - 81.9 +58.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54,5 -592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 - 71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 56.0 - 84.4 - 63.3 -82.4 51.7 - 61.0 50.5 -60.1 59.6 -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 -69.6 -68.7 ft +80.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 ft +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 - 66.5 -64.9 53.7 52.9 52.1 - 61.5 - 61.0 - 60.5 50.1 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 58 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 - 67.5 -65.8 - 84.7 -63.8 -63.0 - 62.4 - 61.9 - 61.4 -61.0 - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 60 ft +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 60 ft +622 +60.8 +59.4 +58,5 +57,8 +57.1 +56,6 +56.1 +55.7 z co r REMARKS DRWN CHKD DATE INIT ISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED M WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. •1. TABLES /TIRE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFT D AS '#1E CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. -F R' SII(JAI IONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° s FALL BBRERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION, i. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT (NNOT6E IDENTIFIED, USE THE PEAK ROOF HEIGHT. • 6. AtfL��W'�A ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE 7. CALCAULTE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (I (EIGHT / 3), USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8, 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. 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. 2, THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. 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) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85''+ (DIRECTIONALITYFACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. _ 5 ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT C 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 89885 • Your order From: info @doralum.com To: "Shane Soorus" <shanesoorus @charter.net> Date: 02/28/2011 01:55:31 EST Subject: Your order Each fixed is 45 1/2 X 55 Do ralu m 7040 NW 77th Terrace Medley, FL 33166 305 884 3922 office 305 884 1464 fax http: / /www.doralum.com/ Page 1 of 1 •••• •• • • • • • • ••• •• • •• • • • • • • • • •• • • • • •••• • • •• •• • • • • • • • • • • •• • • • • • •• •• • • • • •• • • • • • • • • •• • • • • • • • • •• • • http: // enhanced. charter. net / viewmessage? r=% 3Crequest %3E %3Cmail %20action %3D %22... 2/28/2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 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 3000 N.I. Picture Window APPROVAL DOCUMENT: Drawing No. W04 -76, titled "Series 3000 Alum Fixed Windows (N.I.) ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated August 30, 2004 and last revised on January 15, 2008, signed and sealed by Dr. Humayoun Farooq, F.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. MISSILE IMPACT RATING: None. Approved Hurricane protection Devices complying w/ FBC, as applicable, are required. 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 ei;tire ■QA:sha11:te ploiide V. to the user by the manufacturer or its distributors and shall be available for inspection at the ;o1: stet ihhreNuestof the Building Official. This NOA revises NOA # 07- 0524.01 °11 d, ddnsiSts cff this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation v►4'rei t wed Dy Moiremmed.Igltal Shaikh, 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.rniamidade.gov/buildingcode MANMADE COUNTY APPROVED •._ • • • • • • . • • • • • • (P' . • • • • • • • • • • Page 1 ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • .. •• ••• • • • ••• • • NOA No. 08- 0204.04 Expiration Date: August 08, 2012 Approval Date : April 03, 2008 A & P Custom Window Mfg. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -76, titled "Series 3000 Alum Fixed Windows (N.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated August 30, 2004 and last revised on January 15, 2008 signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS: 1. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Water Resistance Test, per SFBC, PA 202 -94. Along with installation diagram of aluminum fixed window, prepared by American Test Lab of South Florida, report No. ATLSF- 0423.01 -01 dated 05/10/2001, signed and sealed by William R. Mehner, P.E. and Henry Hatem, P. E. "Submitted under NOA# 05- 0928.01" C. CALCULATIONS 1. Anchor verification calculation complying w/ FBC 2004, structural analysis and comparative analysis dated Sep. 20, 2005, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E Compliance w/ ASTME- 1300 -02. D. QUALITY ASSURANCE 1. Miami -Dade county Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letters of "No Changes ", dated April 25, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. " Submitted under NOA # 07- 052410 " 2. Statement anchor verification calculation complying w/ FBC 2004, structural analysis and comparative analysis dtd Sep. 15, 2005, prepared, signed & sealed by Dr. Humayoun Farooq, P.E. " Submitted under NOA # 07-0524.10 " 3. Statement letters of conformance and "No financial interest ", dated October 22, 2004, signed and sealed by Dr. Humayoun Farooq, P.E. " Submitted under NOA # 07.0524.10 " 4. Laboratory compliance letter for Test Report no. ATLSF - 0423.01 -01, issued by American Test Lab of South Florida, dated 05/10/01 signed and sealed by William R. Mehner, P.E. and Henry Hatem, P. E. " Submitted under NOA # 07- 0524.10 " 5. Addendum letter dated 05/0702, issued by American Test Lab of South Florida, signed and sealed by William R. Mehner, P.E. and Henry Hatem, P. E. " Submitted under NOA # 07- 0524.10 " G. OTHER 1. NOA # 07- 0524.10 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Mohammed Iqbal Shaikh, P. E. ' • • • • • • • • • • • • Senior Building Code Compliance Specialist • • • • ▪ • • NOA No. 08- 0204.04 • • • • • •' • • • • • • • • • Expi• r ation Date: August 08, 2012 • Approval Date : April 03, 2008 E -1 ••• • • • • .•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •. 000 • • • 0110 • • • • ••• • • • ••• •• • 1 •• el • • • • • • • •• •••.•• • • 1 WINDOW whom • • WINDOW • 1` WIDTH . 1 ✓ r,�1i••• • WINDOW • • • • • 1 0 • WINDOW WIDTH 88 7/8• WINDOW WIDTH sa 7/8• FALSE MUNTINS (SURFACE APPLIED) MAY BE USED •••. • • • • •••• • •• • •••• • •• • • •••• 4- MAX. TYP. HEAD /SILL CORNERS 9' MAX. AT HEAD /SILL ANCHOR TYPES A & B 1r MAX. AT HEAD /SILL ANCHOR TYPE C •••II • g 4° MAX. T1P. HEAD/SILL CORNERS 9' MAX. AT HEAD /SILL ANCHOR TYPES A & B 12' MAX. AT HEAD /SILL ANCHOR TYPE C L TYPICAL ELEVATION$ TESTED UNITS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES 3004 ALUM FIXED WINDOWS (NON — IMPACT) DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPUES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUIius OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. THIS PRODUCT HAS BEEN DESIGNED AND ItSItLI TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE 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 LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. • ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. `, w o+�. D8 — 02 o� ;s O/Y DiV816 s drawing no. W04 -76 (sheet 1 of 5 ) • ••e• • •••i • • • •••I ••4 • • ••1 • •••11 • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. A 1/8° ANN. GLASS 1 1/4" ANN. GLASS 1 1/4" TEMP. GLASS ANCHOR 'A' & '9' A ANCHOR 'A' & '9' A ANCHOR 'A' A ANCHOR '9' A ANCHOR 'C' WIDTH (W) L LENGTH (L) E ExT.( +) I INT.(-) E EXT.( +) I INT.( -) E EXT.( +) I INT.(-) E EXT.( +) I INT.(-) E EXT.( +) I INT.(-) 18 -1/8° 7 28• 5 73.1 7 73.1 9 99.3 9 99.3 1 100.0 1 138.6 1 100.0 1 113.8 1 100.0 2 210.0 53.8 5 53.8 7 73.1 7 73.1 1 100.0 1 188.2 1 100.0 1 188.2 1 100.0 1 188.2 53.8 5 53.8 7 73.1 7 73.1 1 100.0 1 117.2 1 100.0 1 137.5 1 100.0 1 160.1 35.8 3 35.6 7 72.6 7 72.6 9 98.2 9 98.2 1 100.0 1 1132 1 100.0 1 137.5 19 -1/8" 8 38 -3/8° 5 849 6 64.9 9 99.2 9 99.2 1 100.0 1 132.8 1 100.0 1 155.7 1 100.0 1 188.0 52.8 5 52.8 7 71.7 7 71.7 1 100.0 1 109.9 1 100.0 1 128.9 1 100.0 1 155.6 37.8 3 37.8 5 51.4 5 51.4 8 89.5 9 99.5 1 100.0 1 116.7 1 100.0 1 116.8 - - - 4 49.5 4 49.5 7 78.6 7 78.8 9 92.3 9 92.3 1 100.0 1 110.1 19 -1/8' 5 50 -5/8" 51.4 5 51.4 9 91.9 8 81.9 1 100.0 1 111.8 1 100.0 1 131.1 1 100.0 1 174.1 37.9 3 37.9 7 71.7 7 71.7 8 88.8 8 816 1 100.0 1 104.0 1 100.0 1 138.0 - - - 5 51.4 5 51.4 7 73.9 7 73.9 8 88.6 8 88.8 1 100.0 1 115.0 - - - 3 37.5 3 37.5 7 72.7 7 72.7 8 85.3 8 85.3 8 85.3 8 85.3 18 -1/6" • • 4 49.0 4 49.0 8 89.5 8 89.5 1 100.0 1 112.9 1 100.0 1 132.4 1 100.0 1 189.8 32.3 • 32.3 7 70.1 7 70.1 8 88.3 8 88.3 1 100.0 1 1034 1 100.0 1 132.7 • 3 la 3 51.4 5 51.4 7 71.9 7 71.9 8 84.3 8 84.3 1 100.0 1 108.0 r • • - - - - - 8 83.3 8 83.3 7 74.3 7 74.3 8 81.3 8 81.3 • 19- 1/8'•: • • • •: • • 47.4 • 879 8 87.8 1 100.0 1 114.5 1 100.0 1 134.4 1 100.0 1 168.4 • 28.7 • •47.4 8 811 6 68.1 8 88.8 8 88.8 1 100.0 1 104.2 1 100.0 1 129.0 ••••••- 5 51.4 5 51.4 7 71.1 7 71.1 8 83.4 8 83.4 1 100.0 1 103.3 •• • • •• • •• • • • • • •• •••• • • •••• • • NOIEi • •CAPACITIES ON THIS SHEET ARE •BASED•ON ASTM E1300 -02 (3 SEC. GUSTS) DLO L m WINDOW L - 3° DLO Wm WINDOW W - 3" L 3 3 DLO L 0 w DLO • .L WIDTH AHD LE7,1518 DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 1/8° ANN. GLASS OR 1/4° ANN. GLASS OR 1/4' TEMP. GLASS SILICONE GE 1000 SILICONE GE 1000 GLAZING DETAIL, PRODUCT REVISED i• complying with the Flmid• Aceoptsnoo No O •OT ExpindiOnDots 0 2ty 2. M Led�/C mlool Division a 0 a Y 1 0 b 1s drawing no. W04 -76 sheet 2 of 5 • •• • ••• • • • ••• • • ••• • ••• • ••• • • • ••• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DLO L = WINDOW L - 3" DLO W = WINDOW W - 3° W ^' WINDOW DIMS. 1/8" ANN. CLASS 1/4° ANN. GLASS 1/4° TEMP. CLASS WINDOW DIMS. 1 /8' ANN. CLASS 1/4° ANN. GLOSS 1/4° TEMP. GLASS ANCHOR 'A' & 'B' ANCHOR 'A' & 'B' ANCHOR 'A' ANCHOR 'B' ANC1301? 'C' ANCHOR 'A' & '9' ANCHOR 'A' & 'B' ANCHOR 'A' ANCHOR 'B' ANCHOR 'C' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 l TEL (308) 284-9100 FAX (308) 2626978 WIDTH ( W ) LENGTH (L EXT.( +) INT.(-) EXT.( +) INT.(-) EXT.( +) INT.( -) EXT.( +) INL( -) EXL( +) INT.( -) WIDTH ( W ) LENGTH ( L , EXI.( +) INT.( -) EXT.( +) INT.( -) EXL( +) IN .( -) EXT.(+) IM.(-) EXT.( +) INT.( -) 18' 24" 30' 36' 42" 48' 54' 80' 66" 72 24, 77.7 77.7 100.0 79.2 105.8 100.0 182.8 100.0 190.7 100.0 210.0 18' 24' 30" 38' 42' 48' 54' 50' 69' 72' 84, 41.0 41.0 88.7 88.7 100.0 108.4 100.0 127.1 100.0 188.0 58.3 88.3 79.2 100.0 152.4 10.0 178.8 100.0 180.0 - - 89.3 69.3 84.7 84.7 99.3 98.3 100.0 131.3 58.3 58.3 79.2 79.2 100.0 135.5 100.0 158.9 - - - - 54.9 - 54.9 - 70.7 81.6 70.7 81.6 82.9 72.2 82.9 72.2 100.0 85.5 109.6 95.5 58.3 58.3 79.2 79.2 100.0 127.0 10.0 149.0 100.0 100.0 180.0 168.8 50.8 50.5 79.2 79.2 10.0 101.6 100.0 119.2 10.0 157.5 - - - - 55.3 55.3 64.9 64.9 85.7 85.7 .� I DLOL P DLO W 41.9 41.9 79.2 792 10.0 101.6 100.0 119.2 10.0 150.0 - - - - 50.8 50.8 59.8 59.6 78.8 78.8 38.3 3113 70.3 78.3 100.0 101.6 104 1192 100.0 144.8 - - - - 47.5 475 55.8 55.8 73.7 73.7 32.8 32.8 74.2 74.2 814.9 88.9 100.0 104.3 100.0 140.8 - - - - 45.2 45.2 53.0 53.0 70.0 70.0 30.6 30.8 72.6 72.8 80.3 90.3 100.0 108.0 100.0 137.5 - - - - 43.5 43.5 51.0 51.0 65.5 85.5 29.0 29.0 71.3 71.3 91.4 91.4 10.0 107.3 100.0 135.0 - - - - 42.3 42.3 49.7 49.7 80.0 80.0 18' 24" 30' 36' 612' 418' 54' • 460' 0' 72' • • • • • • 74.4 74.4 100.0 105.8 10.0 150.5 10.0 178.8 100.0 200.0 18° 24° 30' 38' 42' 48' 54' 60' 68' 72' 96' - - 87.4 87.4 10.0 102.8 10.0 120.6 100.0 1855 56.3 582 792 79.2 10.0 127.0 100.0 149.0 100.0 1885 - - 67.9 67.9 79.8 79.8 93.7 93.7 100.0 128.6 46.6 46.6 63.3 83.3 100.0 118.1 10.0 136.2 100.0 144.0 - - 52.6 52.6 88.2 66.2 77.7 77.7 100.0 108.7 31 a 38.% 385 528 52.8 10.0 112.9 100.0 120.0 100.0 120.0 - - - - - - - - 57.3 51.1 57.3 51.1 672 59.9 87.2 59.9 92.3 82.3 92.3 82.3 38.8• 5;j8• 52.8 84.7 84.7 99.3 99.3 10.0 120.0 L (SERIES 3000 ALUM FIXED WINDOW (N.L) )I I FLORIDA WINDOW SYSTEMS 7191 N.W. 77 TERRACE MEDLEY, FL. 33166 TEL (305) 805 -8420 FAX (305) 805 -9424 375 37.80 625 525 815 81.3 98.4 96.4 10.0 120.0 - - - - 46.8 43.2 46.6 43.2 54. 8 50.7 54.8 50.7 75.0 89.8 75.0 89.6 • • i • 52.8 52.8 79.0 79.0 92.7 92.7 0 100.0 1125 -• - • 525 87.7 87.7 79.5 79.5 100.0 107.1 - - - - 40.6 40.8 47.7 47.7 65.5 855 D1.0 L - - • �52'.8 p 52.8 87.7 87.7 79.5 79.5 100.0 - - - - - - - - 38.7 37.3 38.7 37.3 45.4 43.7 45.4 43.7 62.3 60.0 82.3 60.0 - - 7 44.7 47.7 87.7 67.7 79.5 79.5 10.0 103.1 100.0 0 • 15' • �4" • i 0' 38° 012" • X48' S4' •80° 88' 72' • • • • • �A • - • • •51.3• 59.3 097.46 97.4 100.0 125.0 100.0 146.7 100.0 184.6 18' 24' 30° 38' 42' 48' 54' 0' 108° - - 79.4 79.4 10.0 1087 10.0 125.2 10.0 183.8 1 •y.8 41.9: •718 i• 76.2 10.0 101.8 100.0 1192 100.0 150.0 - - 685 865 82.5 82.8 98.8 989 10.0 128.8 NOTE: 40.3 40.3 83'3 83.3 88.7 88.7 10.0 104.0 10.0 130.9 - - - - 68.2 682 80.0 0.0 100.0 104.5 •37. •52.1! 52.5 81.3 81.3 95.4 95.4 100.0 120.0 - - - - 58.7 58.7 88.9 88.9 90.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY ABOVE. gEp . OS •••-- 1Y� 8• 18815105 CCO 0 8 O . y ,,,�>�[• ifiri(�Ir _r= �1 =-` Id D�el'10 otOsion r• •4$.7 45.2 77.4 77.4 90.8 90.8 100.0 102.9 - - - - 52.1 52.1 81.1 61.1 79.5 79.8 - 39.5 395 762 78.2 89.4 89.4 90.0 90.0 - - - - 47.2 47.2 55.3 55.3 722 72.3 - ••11.6' 39.6 71.1 71.1 83.4 83.4 90.0 90.0 - - - - 43.5 43.5 51.0 51.0 66.7 66.7 -• 63Y.6 • 39.6 59.3 59.3 69.5 89.5 0.0 90.0 - - - - 40.6 40.8 47.7 47.7 62.3 622 • � 61 - - 58.1 56.1 681 68.1 88.4 88.4 18° 24' 30' 36' 42' 48' 54' 60' 114° - - 70.1 70.1 100.0 10.6 100.0 118.1 10.0 181.5 - • - 57.2 57.2 87.0 87.0 84.4 84.4 - - 88.4 88.4 77.7 77.7 91.2 91.2 100.0 124.7 our 24° 30° 38' 42' 48' 54' 0° 66' 72' • • • 0, • 14 9 54.9 93.1 • 93.1 100.0 111.6 100.0 130.9 10.0 1765 - - - - 84.0 84.0 75.1 75.1 10.0 102.8 . 421 32.8 74.2 74.2 88.9 88.9 100.0 104.3 10.0 140.6 - - - - 55.0 55.0 84.6 84.6 88.3 88.3 c gg R7 8 Ik 29.4 29.4 63.3 6.13 75.9 75.9 89.0 89.0 100.0 120.0 - - - - 48.7 48.7 57.1 57.1 78.2 78.2 - - 52.8 52.8 87.7 87.7 79.5 795 10.0 107.1 - - - - 44.0 44.0 51.7 51.7 70.7 70.7 - - 45.2 452 82.5 82.5 73.4 73.4 98.9 98.9 - - - - 40.5 40.5 475 47.5 85.0 85.0 - - 39.8 39.8 59.3 59.3 895 89.5 0.0 90.0 - - - - 37.7 37.7 44.3 44.3 80.6 0.6 - - - - 57.5 57.5 67.4 67.4 80.0 80.0 18" 24' 30' 36' 42' 48' 54' 120' - - 82.3 62.3 10.0 102.5 10.0 120.3 10.0 182.2 - - - - 56.9 56.9 685 68.8 72.0 72.0 - - 82.3 82.3 79.0 79.0 92.7 92.7 100.0 125.0 - - - - 542 542 83.6 63.8 72.0 72.0 - - - - 65.0 85.0 76.3 78.3 10.0 102.9 - - - - 52.3 52.3 61.3 81.3 72.0 72.0 - - - - 55.8 55.8 85.4 85.4 88.2 882 18° 24' 30' 38' 42' 48' 54' 0' 86' 72' 72' 51.1 51.1 90.5 905 10.0 116.1 1004 1382 10.0 171.4 - - - - 49.3 49.3 57.8 57.8 77.9 77.9 a n 29.0 29.0 71.3 71.3 91.4 91.4 10.0 107.3 10.0 135.0 - - - - 44.5 44.5 522 52.2 70.3 70.3 - - 595 59.9 77.0 77.0 0.3 90.3 10.0 113.7 - - - - 40.8 40.8 47.9 47.9 845 645 c 0 m '00 R ? 013 'o - - 47.7 47.7 67.7 87.7 795 795 10.0 10.0 18' 24' 30' 38' 42' 48" 132' - - 50.1 50.1 99.1 99.1 10.0 116.3 10.0 - - - - 61.8 61.5 72.1 721 90.8 0.8 - - - - 76.2 78.2 89.4 89.4 10.0 123.5 O < m - - - - 572 57.2 87.0 67.0 64.4 84.4 - - - - 625 62.5 73.4 73.4 100.0 101.5 c�c j .-. If 4 .--: k, ,� $ - - - - 542 54.2 83.8 83.8 0.0 0.0 - - - - 53.5 53.5 82.7 62.7 88.8 888 - - - - 52.3 52.3 61.3 81.3 72.0 72.0 - - - - - - - - 47.1 42.3 47.1 42.3 55.2 49.7 55.2 49.7 78.4 68.8 78.4 68.8 - - - - 512 51.2 60.0 0.0 855 0.5 Fes; OR, HUNAYOUN FAR000 STRUCTURES CA.N. JAN - - - - 50.8 505 59.6 59.8 0.0 60.0 18' 1+3 - - 41.3 41.3 100.0 102.4 10.0 120.1 100.0 160.0 NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) 24' 30" 38' 48' 48' - - - - 78.5 78.5 92.1 92.1 100.0 1227 - - - - 64.3 64.3 75.4 75.4 10.0 100.5 Say Say 643 843 es.7 85.7 drawing no. W04 -76 - - - 48.1 48.1 565 565 753 97.5 87.5 - - - - 43.2 43.2 50.7 50.7 67.5 (sheet 3 of 5 1 • • • • • • • • 1 ••1 • •••1 • •••1 • •' •• •• • ••T • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 19Y WOOD BUCK • •• • • • •• • •_. • • • • • • • • • •••• • [ ;=_ O 1 NS 1/2° TYPICAL ANCHORS SEE ELEV. METAL STRUCTURES (STEEL OR AUJM. 1/8" MIN. THICK) STEEL.: Fy = 36 K51 MIN. ALUMINUM : 6083 —T5 MIN. • TPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SP ELM TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPROVED MUWON & MUWON ANCHORS 51000 BUCKS NOT BY FLORIDA WINDOW SYSTEMS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A' 3/1e DIA. TAPCONS INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 18' .f12 -Sus INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD 112 SINS (MIN. GRADE 2 CRS) OR TYPE 'C' 3118" F11 Ti KW1K— FY SCY F ORI I IN[: SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 38 KS MIN. ALUMINUM : 8063 —T5 MIN. j12 SMS (MIN. GRADE 2 CRS) INTO APPROVED MULLIONS (NO SHIM SPACE) -11-41-12. IA. TAPOONs INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD ■ 7/16" MIN. INTO METAL = 7/18° MIN. SEALANTS; FRAME CORNERS AND JOINTS SEALED WITH NEB R333 BUTYL RUBBER CAULK. HEADS OF INSTALLATION SCREWS SEALED WITH SCHNEE MOREHEAD SIUCONE. PRODUCT REVISE as Building Coda Ulvflort8_rj Avcnplanc NO 0 - — / 21�S 04 EapiMTonData "'Y oh By. Ivfmni Dade Product Connal Division 0 iso CC O 0 g�a ATm W1 §I QRp AcElxv 1 nl L u) 0 0 • R a 0 c 4 1 drawing no. W04 -76 (sheet 4 of 5 • • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • • O WINDOW FRAME .625 :a1 a• •• • • • ••O otV t • • • • •• • • •• • • • •• • •• •• • •• • •• • • • • • •• • ••• • • •• •• • • •••• • • •••• ITEM NO. PART NUMBER QUANTTEY D68CR1PTION MATERIAL MANE./SUPPLIER/REMARKS - 1 - AS RECD. WINDOW FRAME 6063 -152 2 - AS RECD. GLASS STOP 8083 -T52 - 3 GE 1000 AS RECD. GLAZING COMPOUND SILICONE - 4 #8 X 5/8' 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH P111.. SMS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS CIRCULAR WINDOWS WELDED JOINT AT ENDS MIAW -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA F.W.S. SERIES 3000 ALUM FIXED WOW. ONE OR BOTH SIDE OF MULLION MIAMI -DADE APPR'D WINDOWS BY OTHER MANUFACTURERS UNDER SEPARATE NOA D.L. OPG. I- D.L OPG. EXTERIOR DOW WIDTH WINDOW WIDTH (FOR ILLUSTRATION PURPOSE ONLY) Engr: DR. HUMAYOUN FAR000 STRUCTURES RA, PE # 18587 CAN. 3535 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. sm. rAK- r A 3 Q E 2BY WOOD BUCK BUCK ATTACHMENT TO SUBSTRATE TO BE ENGINEERED SEPARATELY PRODUCT REVISED as complyiag with dm Florida Fsvhalicsi Date Budding Code Accepience No -it Ry Miami Dada Pmduct Caakmt Division w If3 111 a a 0 S 8 1 drawing no. W04 -76 (sheet 5 of 5 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 7191 NW 77 Terrace Medley, FL 33166 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: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05105/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, 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. 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 and rene s!'NC?4 #;0T- 032,2..12 pnSi consists of this page 1 and evidence pages E-1 and E- 2, as well as approval docuniont meitividd P¢vQ. • •• The submitted documentatiorrwas rlvie ied'4 Ca4o4 M. Utrera, 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) 372 -6339 www.maimidade.aov/buildinacode ••• •.• • ••• • • •. • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • •• •• • • •.• • •' • • • • ••• • • • • • • • • • • • • • der • • • • • • • • • • •. •• • NOA No. 08-0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 Page 1 Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07 /95, with last revision C dated 05/05/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Fixed Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5562, dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Mullion clip anchoring calculations, prepared by Al- Farooq Corporation., dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Anchor and mullion calculations, prepared by Al- Farooq Corporation., dated 02/24/07, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 07- 0322.12" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0322.12, issued to Pino's Window Corporation, approved on:05 /24/1J7•a$d�!kpi gn'03/28/08. • • • • • • • • • • •• ••• •• • • • •• ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • E -1 ••• • • • • • • • • • • • • •• • •• ••• • • �3� / fl arlos M. trera, P.E. Product Control Examiner NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 • • • • • • • • • • • ••••I• • • • •• •• • • • • • •• • •• • • • • • •• •••• • • •••• LtUGa&t&S CONTAINING TYPICAL GLAZING PRODUCT • • • • HORIZONTAL OR VERTICAL • GMT 4WIROW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • ALL MUWONS 6083 —T8 MIN • •• • • • • • INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. .5lEt2 ZNEJ 5112_4 $IEP-_5 DETERMINE DESIIN LOAD REQUIRED PER ASCE 7 FOR PARDCUTAR OPENING. USE MIAMI—DARE COUNTY APPRINED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MULUON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN 111E DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 84200 ANGLE CLIP (8063-15) MULLION CUP (6083 -16) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. 325 TYP. 1.750 MUWON CUP LEGS REMOVED RECTANGULAR ALUMINUM TUBE MULLION$ USING MUWON PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE HIGH RE REQUIREMENTS OF ZONE (HVFR � 2004/2007 EDITION INCLUDING ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUDDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL RE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE Nor PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIRS INCLUDING BUT NOT MALTED TO STED.AIETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. Engn 0)1. Y N FAR= FAR CC N. 3536 MY 0 6 2008 •I Cam KiyLg 11•wlffi III ddl Banding Cade E pi4tlon r" * Iililp z F z 0 z ag 5 a 4 k 1 drawing no. M95 -18A sheet 1 of 4 • •••• • • •• m 1 "x 2 "x 1/8" TUBE MULL •o •m m • • • •••• • •••• •• • m m ■r1■ ■ ■ ■ ■ ■■ ■1® ■a■■■■■■■■M■ ■■M■■■■■■■■■ ■■►■■■■■■■■■■ ■■WMUOMMa■■■ ■■ME■■■■■■■■ ■■■M■■■■■■■■ ■■■M■■■■■■■■ IIMMINIMMEMMEM ■■■■,■■■■■■■ -■■■■ ,■■■■■■ 1'■■■■■.■■■■■ "MITP■■,■■■■■ ■MME ■ ■MO M■■■ ■IP '!MINI ■iU■ ■■ O■s■■ ■WMw■ME MWORIMMIONNIMME \L.5 ■'■! ■8r■■■ EnOMMOAWIMMEM • 20 D• • m N , ff. ID Nm • m • 30 • 00 60 70 80 • TR46ETARY WID4'4 • •INCHES • • x 1P8a'•TRI98►MULL OMMUMEMMUMEM MEIMMEMIMMMIMME ■MTIU■■■■■■■■ ■l\■R■■■\\■\\■■ ■MEMM®■■■■\■ !■■■■I1■■■\\■'■ ►e■►N■■M■■■M■► IMMEM ■, ■■■EM■ ■1■■■■■,■■■,■ ■■■►\■■■■■■■, ■MUMM■■►\■■■■ MIK ■\,■■■,■■■ M■E ■ME ■ ■EM ■■ EMEMMEMEMEMM IMM■M■■MM■■■O MMEME■■MM■■■ MENMIEMMENMEM ■■\`■■,■■■■►' ■\MWME'S1 ■ ■ ■M 1101„■■■.■■■ 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES m m N m Nm 0.10 g al J CO L3 19 H 0 Zn- m 10 m m 20 1'x 3'x 1/8" TUBE MULL Pix3-j 3 3/g" MIUMEMMEMMIL UMMOMMMWEL M■M■INI■■MIlk ■.,,■■,■■ 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 2" x 6" x 1/8" TUBE MULL 80 a '' J L9 m H 1410 a a EMMEMEMEMEM RIMMEEMEMMEM MUEMMONIMMEN �M \■ \M\ ■M\ ■E MMEMMMEMNIII UMMEMMEMMINI ■1■„■,■■'■■, ■M\\■ ■\ ■\U ■■■ MMIIMMEMMEMM ■ WMEM■,■■OI■ WINIMM■■'■■, MOMMEMINIMME ■.W,■M,■■MM ■■MM O■EM■■\∎ ■ ■ENEM ■M, ■■ ■ ■■1\MO■■►\ /4" 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 0 N~ a m H 1.3 19 W 0 • m 1" x 4" x 1/8" TUBE MULL WIME■-■L; MEM MUMM U e■M■■■ ■IIIMME■■M ■■■ ■MMEM M■■OO■■ ■IN■■MM■■M■■ MEMMWOOMMOM MEMMEMMEMEM MMEMM„■,■■'. W■MM■■'EM■■ ■-■\,■■,■,■■ ■M■Mu ■■,■,■ ■'■■\,■■■,■, l'■ ,■■.■■.,■ U■,M■,■■■■, MO■,■■,■■■M■ ■AMEM■■►\■■■ MMu ■ME ■■NIO■ W ■,M■MM■■EM ■,M1\■■ ■1■■■ ■■:iii„ ■ ■ri ■■ SP 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 0 MULLION SPAN GLAZING PRODUCT WI VEINICAL MULUON PRairDUCTG ARD€S To E O61DE RECGNOUTAH SHAPE HORIZONTAL MULLION t t 4.7 11 P � � PRODUCT TYPICAL MULLION ARRANGEMENTS WIDTH (w) = WI + w2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 6gr4 Dq. FAItOOO F ci,iem7 MAY 0 6 ?,DOB aae •BbthePI10da NOAH., ,�T ✓rlr 0 1 In z 0 W m 2 f 110 8 k 1 drawing no. M95 -18A sheet 2 of 4 sheet Sot 4 ) • -I 2 •••• • • • • ti is • • ••• • ••m t7 • • ANCHORS TYPE 'A' MMEM■■■M■■ WEEPTIU MEMMEMEMEM WMUMMEMMEM PA 1,1m,u■■,■■■ nimmaimumm EMNIM■■\■■ ►\EM 7■EM■ WiliNNOIMMEM nummatimms waTerqwmammo maloammutinm MESNTIMMICKNO 20 0 • s0 •0806 70 • TRIBUTARY aces • • • ••••1 •• • • • • • •• •••• • • •••• • • •• • • e • • ANCHORS SOS TYPE GUM PRODUCT WI a TYPE 80 ANCHORS TYPE "A2' .i a m PA2 n■„\li■, s[;➢sI1It:IImm MMMEMMMEMEM manmmu■■■■ NWWWWMEMMEM '„►,11EMEM, ■■■ ►"1mmom■U■,■■ MOMMUMMEMM ►1ILI„-„P,■■,■ 111MEMMx\■■■■\ MINMMENERIMM IMIAMMEHWMOM IIMMIONNERWED MEMOROMMOMM ■■■\\E7\■WN, ■ ■■MMQMOM,O, ■■■■E\\\\_ ■■■■■■OCNM ;_ 20 30 40 SO 60 70 TRIBUTARY WIDTH - INCHES AHCHM TYPE A B OR C HORIZONTAL MULLION ARCHES TC SE RBx.PoBED a WE RECTANawAR SHAPE 41.1IAZINC PRIbucr `:. $ PRODUCT AEA III PRODUCT As TYPE A. B ORORc TYPICAL MUWON ARRANGEMENT$ WIDTH (w) ® w, + w2 2 80 N .-1 1 P 2 H ANCHORS TYPE '8" PB ENEM,, ■ ■I�� 4■ ;� MMIPMMEMMEMEM i"„'ML,_N ■■■.■ UMWMIMOIMMEM MMMMN I,■■■, ,\l`l` �1NIMM.`■,■■■ MMEMOM■'■■ ►",MMOMM.,.■ MMILIMMUMWMOM ■U \rMUMM\\\■\ ■„" �y��y,,"■„■ ■MOMME■,■„ ■■ONSIM,■M■\ MMENEREMOMME MMENRUMMWMO ■ ■■ ■WWWROMM ■■■■■NN,MWM ■■■■■■EM\\\ ■ ■■■■■■■\'MM 30 40 60 60 70 TRIBUTARY WIDTH - INCHES 80 O ti H w ID ANCHORS TYPE 'C' 5/8 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 NOTE: ANY ANCHOR CONDfTION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD,. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS CR. PARPOO M PE i 114667 CAi,N. i53I MAY 062008 ,Lnecittic7timaltide BY Chi' %% ProdawCaarei it 011 1 1 drawing no. M95-1 8A • • •••4 •• • • •••••• • • • • • • • • • • • • 2 X 2 X 1/8' ALUM ANGLE f2/ ANCHORS TYPE 'A' 2 X 2 x 1/8' ALUM ANGLE f 2/ ANGLE ANCHORS TYPE MUWON • • • • • • MUUJIN • A•M ANI1 E 110-5/OOLONG • • 1S' OR 2BY • WMOD BUCK •• • • • A ' .••• MULLION 25251/8" ALUM ANGLE r4 1.500 21ANaE • i-3/4* NIN 8 PRECAST CONC. •• - 1 -3/4' MIN-m NOM ANGLES TO MSS MMIBE SILL OR TRIM 1/4' 010. TAPCON 1 -1/2' MIN. EMBED 1/ ANGLE MUWON MUWON 2 X 2 X I/8' ANGLE 2 -5ALUM /8' LONG A 4 4 .1/4' 0 TAPCON 2/ ANGLE LQ. j �ll�ll 18Y OR 28Y WOOD BUCK •4 ANCHORS TYPE 'C' 1wl:: I •9/4" 0 TAPCON 1 -1/4" MN. EMBED - L . ANGLE MUWON 44 A, gal ° CONCRETE OR NASONRY BLOCKS 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 3/ ANGLE N®TCH• V®D BUCK TO ACCOMODATE CLIP'. ANGLE TD MASONRY 2 X 2 X 1/8" ALUM ANGLE §I MULLION ANCHORS TYPE 'A2' 2 A% ALUM ANGLE 1.500 f 14 S.M.S. 2/ ANGLE 1/4' 010. TAPCON 1 -1/2" MIN. EMBED 1/ ANOIE z FLOATING MULLION CUP OPTION FOR 1BY TUBE MULLIONS VERTICAL OR HORIZONTAL MUWON CUP LEGS REMOVED ACCESS HOLE f12 TEKS 3 PER CLIP TUBE MULLION THIS SOREN CAN BE INSTALLED IN EITHER ORECIION f12 TEKS (2) ON ONE SIDE (1) ON OPPOSITE SIDE TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES: INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE 1 MIN. INTO METAL STRUCTURE 5/8" MIN. WOOD BUCKS NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED. TUBE MULLION ANCHOR DETAIL #1 Fsgr. 51 HLMAYOUN C.A.N. ++ '1 FAROOp nA. CIJN. W.M MAY 0 6 :008 PRODUCCOBVISED Nue.1thl50Pkielda SuRdhigOklb Gy1.4.74 s Probst Control 1 1, z Z 0 w m z Z t. 8 1 drawing no. M95-18A (street 4of 4� • • • MIAMI•DADE C6UT1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 NW 77 Terrace Medley, FL 33166 SCOPE: 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.buiidingcodeonline.com 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 "100" Outswing Aluminum Patio Doors W/ Sidelites -N.I. APPROVAL DOCUMENT: Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 NQ4 shalj be provided to the user by the manufacturer or its distributors and shall be available for trpei� jo: aj tlfp jib:site at the request of the Building Official. This NOA renews TNIQA *proviut a$aconsicts of this page 1 and evidence pages E -1 and E -2, as well as approval document• entidn?ed Move. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • • • • • E. ziol • • • • • • • • i'i. • NOA No 06- 0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, F.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 1051, dated December 21, 1994 signed and sealed by Yamil G. Kuri, P.E. (Submitted under NOA# 01- 0724.11) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum out- swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 5042, dated 10/10/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, Dated 07/19/06 signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated July 19, 2006 signed and sealed by HurpapottIMSrooc t • • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• ••• • ••• • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • E -1 • • • • • • • • • • •• •• ••• • • Jaime D. Gascon, ''.E. Chie , Product Control Division NOA No 06- 0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). .. ... • • • • • •• •. • • • • • •• • • •• • •••• ••• ••• • ••• • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • E -2 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. .• • • • •• •• ••• • • • ••• • • Jaime D. Gascon, P. Chief, Product Control Division NOA No 06- 0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 • • • • •• ••• •• • • • • • • • •• • • • • • • • • • • •• • • • • •• •• • • • • • • • •• • • • •• • • • • • • • •• • •• • • • • •••• • • • • ••. • • • • • • •• •• • • •••• • • •••• • 8" MAX. 12" MAX. lA) SURFACE APPLIED - FALSE MUNTINS • MAY BE USED 161° FRAME WIDTH EXTRA ANCHORS READ. W/ SIDELITES ONLY �C1 T' ,, / 3/16 ",!TEMP. . 3/16' TEMP, i i GL SE GLASS / ' ii _ _ i n/ Al i , /' -- / tai v / DOORS NOT RATED FOR IMPACT. ; INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE I USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET ' i THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. SERIES -100 ALUMINUM SWING DOOR W/ SIDEGITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELIIES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACMES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 28" D.L. OPG. 34 11/16" LEAF WIDTH 71 3/4° FRAME WIDTH 50 1/2" D.L. OPG. 3° TYPICAL ELEVATION ( xxox ) TESTED UNIT 2 DOOR SIDELITE GLAZING DE XAM 34 11/16" LEAF WIDTH 37 1/2" FRAME WIDTH Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA. AP EN 5138557 C DEEC052006 •lesrpb•O� Nto @&1r)dR gCab �peuo.twi,- �,s'.01 c�9 vi 0 v s drawing no.l W98 -58 Csheet 1 of 6_3 • ••I • ••• • • • ••r CHART A (FOR X & XX DOORS) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PS? NOMINAL DIMS. 3/16" TEMP. GLASS PANEL WIDTH DOOR HEIGWr 77 -3/8° 69 -3/8° F7. /I8. FT./16. EXT.( +) INT.( -) 2/6 95 -3/4" 67.3 91.3 2/8 34- 11 /16° 67.0 85.6 2/10 6/8 _ 63.0 80.6 3/0 67.3 59.5 76.1 2/6 • 67.3 88.9 02/8 h X83.8 R BLS • e /10 / 0 80.0 • 076.7 • •3/0 • 56.7 • 72.4 • • •2/6 • • 59.5 • 76.1 • 2/8 55.8...•∎• J7tri •• 2/10 8,t) 52.5 87.1 •63/0 •••••• 49.6 •l• 4 • •• • • • t • • • FRAM@ RI___ • • •• �• •• 000000 (X HEIGHTS: • • •E WIDTH ( XX ) NOMINAL HEIGHT FRAME HEIGHT 1 LEAF HEIGHT DAYLITE OPG. 6/8 79 -3/4" 4 77 -3/8° 69 -3/8° 7/0 83 -3/4° 1 71 -3/8° 73 -3/8" 8/0 95 -3/4" 93 -3/8° 85 -3/8" WIDTHS: NOMINAL WIDTH FRAME WIDTH I LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2" 28- 11/18° 20° 3/0 (X) 37 -1/2" 34- 11/16° 26" 5/0 (60) 59 -3/4" 28- 11/16° 20° 6/0 (XX) 71 -3/4" 34- 11 /16° : 26° CHART 13 STATIONARY PANEL (0) OR SIDELTTES DESIGN LOAD CAPACITY - PSF WIDTH (W) INCHES FRAME HEIGHT FT. /IN. 1/4" TEMP. GLASS EXT. ( +) INT. ( -) 24 67.3 109.9 30 67.3 99.9 36 6/8 87.3 91.6 - - 42 67.3 84.5 48 67.3 78.5 54 67.3 73.3 24 67.3 104.7 30 67.3 - - - - -- 95.1 36 7/0 67.3 87.2 42 67.3 80.5 48 67.3 74.8 54 67.3 69.8 24 67.3 78.4 30 67.3 71.6 36 8/0 _ 66.2 66.2 42 61.8 61.8 48 58.2 582 54 55.4 55.4 t FRAME HEIGHT �XO3 W1 1 -• 0i! NOTE: QUALIFY SIDELITE OR STATIONARY PANELS WITH CHART B QUALIFY DOORS WITH CHART A W2 W1 ( 0X0 ) ( XXox ) WIDTH (W) (0) WI Wz // / ( 0X0 ) ( XXox ) WIDTH (W) (0) WI Wz WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 ( oXX XXO ( OXXO ) re z, i. a� °m zl NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDEUTE WIDTH EXTERIOR Engr. R. HUMAYOUN FAR000 FLA. .PE #18557 IIimOUC1'MEWED 3538 C.ANN..,r ascarapllyksswitb theNNW* 1.111.90! fSS.' - JEi,:05Z� _"""i / / / ri \ \ !i / WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 ( oXX XXO ( OXXO ) re z, i. a� °m zl NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDEUTE WIDTH EXTERIOR Engr. R. HUMAYOUN FAR000 FLA. .PE #18557 IIimOUC1'MEWED 3538 C.ANN..,r ascarapllyksswitb theNNW* 1.111.90! fSS.' - JEi,:05Z� _"""i • TYPICAL ANCHORS_ ` SEE ELEV. FOR SPACING \ 1 BY / WOOD BUCK `AJ .� • • • • • • •••• • •� ••• It •, •■ ••• • • ••••1• • • •••• • •, • gW W • • (17 • • • • • • • • • •- q• • • • •• • • ••• I• •'1 • •-r)•• • •••• • • • • •• • • • • • 4112 K 1 -1/4" SMS ® 24" O.C. TYP. NON METALLIC GROUT 3 KSI MIN. TYPICAL. ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS METAL STRUCTURE TYPICAL ANCHORS \ 'SEE ELEV. FOR SPACING CID NON METALUC GROUT J 3 KSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS Engn DR. HUMAYOUN FAROOQ STRUCTURES FIA PE # 18557 G.A.N. DEC t 2100 TYPICAL ANCHORS \SEE ELEV. FOR SPACING \• 213Y WOOD K OR WOOD RUCTURE TYPICAL ANCHORS ,; SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE\ NOA \ as TYPICAL ANCHORS -, SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY DORALUM IMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCON5 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO 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 .114 SMS OR SELF DRILLING SCREWS 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) #14 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL. METAL PARTS CONNECTIONS SEALER WITH CLEAR COLORED SEALANT. 0 0 itl S L Y drawing no. W98 -58 sheet 3 o 6 • • 1/4' MAX. SHIM ,E~ `6J INACTIVE LEAF r_— • • • • • F• • • • ••••,► •• • • • • • • — *._OA • • I • TYPICAL ANCHORS SEE ELEV. FOR SP4 NG • • • • • • •• • •• • • • • •••• • • • • •••• • • • • • .4 � D.L. OPG • • •• •• •• -' • • • • • •• - - -- .... LEAF WIDTH •••• • • •.•• • TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING 1/4° MAX. SHIM SPACE TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING 1 /4* MAX. SHIM SPACE a FRAME WIDTH EXTERIOR I D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING L DJ, OPG•,,. D.L OPG. LEAF WIDTH METAL STRUCTURE 1BY ; WOOD BUCK • EXTERIOR D.L OPG. LEAF WIDTH FRAME WIDTH En gr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 18557 CAN. 3538 5 HOE, PRODUCT UMW= sseomptylleguith Or *Ms addiegCode Ateeplawn 4.000- .078 TYP. 2.125 • • • 2.015 - -- FRAME HEAD /JAMB • • ...*,:1P.•.•• • �•• �^ 1.363 • • • .062 TYP.• • T • • • • • • • WEATHERSTF& ADAPTER ••■11••• • •• - -WO •• 1.50 -1 • • • • d ••••• • • I • 4.000 I ( • • •••• • 0 •••• .078 TYP. •• •• t••• • •• • • • • • ITEM # PART # REQD. DESCRIPTION MATERIALS /REMARKS 1 SW -28899 3/DOOR FRAME HEAD /JAMB 6063 -T6 2 SW -28900 2 /LEAF AS READ. DOOR TOP /BOTTOM RAIL 6061 -T6 3 4 SW -28904 WEATHERSTRIP ADA-.1ER 6063 -T6 SW -28898 1 /DOOR THRESHOLD T 6063 -T6 5 SW -28902 AS RE00. 1 /LEAF SIDE LITE GLAZING BEAD 6063 -T6 6 7 8 5W -28896 HINGE STILE 6063 -T6 SW -28901 1 /LEAF LOCK STILE 6063 -16 SW -28897 AS READ. 1 /CORNER SIDEUTE JAMB 6063 -16 9 10 11 4_, 12 SW -28903 ASSEMBLY STIFFENER 6063 -T6 SW -29244 3/LEAF HINGE DOOR PORION _ 6063 -T5 5W -29245 3 /LEAF HINGE FRAME PORTION_ 6063 -T5 - 2 /LEAF 3/8° X 16 X 32° LONG THREADED ROD STEEL 13 - 2 /LEAF 3/8° X 16 NUT - 14 15 - 1 /HINGE 5/16' X 6' R00 PLATED 51941 - 8 /LEAF 1/4" SETTING BLOCK _ NYLON 16 PW -100 AS READ. GLAZING WEDGE VINYL 17 PW -101 AS READ. BULB WEATHERSTRIPPING VINYL 18 PB -8400 AS REQD. PILE WEATHERSTRIPPING SCHLEGEL 19 SIUCONE PLUS - SIUCONE DOW CORNING OR EOUM. 20 5025 AS READ. FLUSH BOLTS DELTA IND. OR EQUIV. 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 8X1' PHPS 4/ CORNER ASSEMBLY SCREWS FRAME HEAD CORNERS 23 #8X2 -1/2" PHPS 3/ CORNER ASSEMBLY SCREWS FRAME SILL CORNERS •••• • TOP /BOTTOM RAIL .500 1 •2.177- F 4.000 .062 TYP. TOP /BOTTOM RAIL --- ,.BZ7 --Q 9 _ .718 625 --�I 1.371 a 1.375 LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 53" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 43" FROM BOTTOM CONCEALED THROW BOLTS AT TOP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE MANUALLY OPERATED SLIDE BAR 3/4" X 1/4° X 12" LONG AT TOP & BOTTOM OF EACH ACTIVE LEAF LOCK STILE SIDE LITE GLAZING BEAD 1.658 9 2.093 I .062 TYP. 2.281 2.125 125 - a .695 HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 7° FROM TOP & BOTTOM AND ONE AT MIDSPAN 4s-- - - 4.156 SIDE LITE JAMB HINGE /- .078 TYP. 1.750 L 2.070 844 .250 Engr. DR. HUMAYOUN FAR004 STRUCTURES PRODUCT RENEWED seeawppl}Y` with Os i41Mt Dolan Code Aooptaan Riplolos 1.547 4.687 HINGE STILE LOCK STILE ASSEMBLY STIFFENER • • • • • • • ••I••• • • • • • • •• • • • • • • • • •••■•• •, • •• • • • • • •• • - -t •ti tME :OP CORNER •••• • • •••• A (22 FRAME BOTTOM CORNER ngr: O. HFAR= STRUCTURES AYOUN FAR FLA. N 7 asa•oY•1YNYAaYIf• tstaunia it 5 2UDF1 a 0 a o d C a k r drawing no. W98 -58 sheet 6 of g