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WS-15-910Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Aooiicant 76 NW 111 Street 1121360030390 Miami Shores, FL 33168-4322 Block: Lot: ALINA CAUCE Owner Information Address Phone Cell ALINA CAUCE 76 NW 111 Street (305)758-1373 MIAMI SHORES FL 33168-4322 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: No of Openings: 3 Additional Info: Residential �3 Fees Due Amount CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Notary Fee $5.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $154.40 Valuation: $ 3,947.88 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -4-15-55238 04/24/2015 Check #: 528 04/17/2015 Check #: 525 $ 104.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFDDAVIT: I certify that all t fore g information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd z . Fu eta rare, uth= above-named contractor to do the work stated. 124, 2015 / Contractor / Agent Building Department Copy April 24, 2015 1 I Miami Shores Village L� r'\ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ME BUILDING ❑ ELECTRIC M ROOFING APP' 1 7 2015 FBC 2010 ���a�i r•cJ � Master Permit No. WS-7-14-1436/� Sub Permit No, 6 -' 91-0 ❑ REVISION ❑ EXTENSION ❑ RENEWAL [-]PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION []SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 76 NW 111 th Street City Miami Shores County Miami Dade Zip` Foilo/Parcel#:11-2136-003-0390 Is the Building Historically Designated: Yes No X Occupancy Type:` Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Aline M. Cauce Phone#: 305 758-1373 Address: 76 NW 111th Street Cit: Miami Shores State: FL Zip. 33168 Tenant/Lessee Name: NA Phone#: Email: CONTRACTOR: Company Name: Owner - Mina M. Cauce Phone#: 305 7581373 Address: 76 NW 111th Street City Miami Shores State: FL Zip. 33168 Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: NA Phone#: Address City: State Zip: Value of Work for this Permit: $ 3,947.88 Square/Linear FFootage of Work: Type of Work: ElAddition F-1AlterationElNew M Repair/Replace ❑ Demolition Description of Work: Replace old Florida Room windows and door with impact resistant windows and door. Specify color of color thru tile: r' Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Educatton Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur L—R&92Z OWNE or AGENT The foregoing instrument was acknowledged before me this 1 0 -t,h1n 1 I day of Av20 J � , by l m I s nn�a� Q Cam U , who is personally known to me or who has produced Flbi &L �4y L1WIS'Qas identification and who did take an oath. NOTARY PUBLIC: Sign: v Print: G, Seal: SIA A A. APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 . by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: 06 Print: KRYSTAL & CASTILILQ Notary Public, State of FWida Commiss1W FF 116705 Seal: Plans Examiner as Zoning Structural Review 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: 1 \ Yl L� \(\f\l Vel DATE: 13 1 15 ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial_ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial C�1 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial4)t ---- 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building 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. G�VVV� '� yy� Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial SD�y� 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. . � NAM 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. Initial Q — 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/twww.mvfoddalicense.com/dbpr/pro/Cilbfiindex.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial � � r� 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 returned 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 , 20— By PLI Z V \ - C�who was personally known to me or who has Produced there License or 7. D. 4/— - as identification. F o�rY Public State orlorida oanna M FelicianoyCommission FF 082753 pires 01/12/2018 aeha 09/25/2020 23:39 FAX r-A1, JUL 611 4 Imooi 12—o24V ix 15 cp Vol) 04/09/2012 - F:\01 Project Files\_2010-MPS\400 Wind 0400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 1 1 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributa Area (S Ft Height 10 15 20 25 30 [NIT ISSUE GSS TSB 03/05/12 -43.4 -42.4 -41.6 -41.1 -40.6 Y 3 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + , 35 -44.0 -43.0 -42.2 -41.6 -41.1 1 3 16 ft -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.6 +39.5 +38.8 +38.2 +37.7 + 36.6 +36.4 -44.6 -43.5 -42.8 -42.2 -41.7 -50.7 17 ft -48.6 -47.7 -47.0 -46.4 -45.9 16 ft +40.6 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 +36.6 -45.1 -44.0 -43.3 -42.7 -42.2 -50.2 18 ft -18.4 -47.6 -47.0 76.5 17 ft +41.6 +40.5 +39.7 +39.1 +38.6 .2 + .3 -45.7 -44.6 -43.8 -43.2 -42.7 -42 19 ft +37.4 +37.1 +36.8 -53.5 -52.0 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 1 +38.0 +37.7 km-55.7 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft +37.5 +37.3 -56.4 -S4.1 -52.6 -51.4 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.1 -46.6 -45.5 -44,7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft +42.6 +41_4 +40.6 +40.0 +39.5 +39.1 +43.4 1 +42.3 1 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -53.7 -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft +41.9 +41.1 59 +38.5 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 24ft " +43.4 +44,2 +43,1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 9.2 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft a- 0.1 -49.5 23 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 -48.8 -47'6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft +'. +39.2 -59.2 -56.9 -55.2 -5 . +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40,3 -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft +44.2 +43.1 +42.2 +41.6 +41. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -57.4 49.5 -48.3 -47.5 -46.8 -46.3 -45.8 28 ft +4S.7 +44.5 +43.6 +43.0 +42.4 .2 -49.9 -48.7 -47.8 -47.2 -46.62 2 29 ft 1. -50.8 26 ft +46.0 +44.8 +43.9 +43.3 +42.7 .3 -50.3 -49.0 -48.2 -47.5 -47.0 7 _ 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 8+ ; -56.6 -51.0 -49.7 -48.8 -48.2 -47.6 -4 . 0 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +42.6 -51.9 -50.7 -49.8 -49.1 -48.5 35 ft -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52 +47.9 +46.6 +4S.7 +45.0 +44.5 +43.0 +42.4 -53.4 -52.1 -51.2 -505 -49.9 -49 40 ft -57.5 -56.1 -55.0 -54.1 -53.3 -2. -5. +49.2 +47.9 +47.0 +46,3 +45.7 +45.2 +44.8 +44.4 +44.1 -54'8 -53.4 -525 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 Soft +46.3 +51.6 1 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +41.8 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -55.3 -54.4 -53.7 -53.1 32 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 It +42.7 +42.4 +42.1 -64.1 1 -59.8 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 1 +48.8 1 +48.4 +48.0 Mean W O O DESIGN PRESSURES (PSF)-ZONES KtlMKrb UKWN UMU UAIC 2010 FLORIDA BUILDING CODE Roof o < � [NIT ISSUE GSS TSB 03/05/12 Tributary Area S Ft) ASCE 7-10, CHAPTER 30 EXPRESS � 0 I- fight - 15 20 25 30 35 40 45 50 - - - -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54'4-52.2 ASCE -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -18.4 -47.6 -47.0 76.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -53.5 -52.0 -50.8 -49.8 -48.9 48.2 -47.6 -47.0 km-55.7 +41.6 +40.S +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -S4.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 20 ft +42.6 +41_4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49.2 -48.6 21 ft +43.0 +41.9 +41.1 59 +38.5 -58.1 -55.8 -54.2 .0 ' .6 -49.0 22 ft " +43.4 +42.3 +41.5 9.2 +38.9 -58.7 -56.4 75477_ 5 a- 0.1 -49.5 23 ft �2.. +43.8 +42.7 +41.8 + +40.3 t +'. +39.2 -59.2 -56.9 -55.2 -5 . - 2 50.0 24ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 .4 +44.6 +43.4 +42.6 .9 +' 6 9.9 -60.2 -57.8 -56.2 -54 1. -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40..03 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 27ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52 516 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 616 . -9.2 5 -57.5 -56.1 -55.0 -54.1 -53.3 -2. -5. 29ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft P30 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 . ft +49,2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 It +50.5 +49.1 +48,2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5S ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +53.6 1 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH I MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLATTERRAIN 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR O WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO - D FOR ( THESE TABLES. 2. TABLES VALID 0 F-, ROOF HEIGHT AS LIMITED ABOVE. 3, TABLES VALID F !: !�, APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAi C4� a INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B A3fE E OF HEIGHT. IF THE MEAN ROOF HEIGHT TI CANNOT BE IDENEAK R T. 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6, CALCULATE THE TRI E OP ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP Fr GT 2 a ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- T�4 RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE E CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS R011 O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH/l`"19� SH D, RGEST PUBLISHED VALUE. 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. 9. FOR SITUATIONS 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. 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 (GCpl=+/-0.16) 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 N H ND VERIFIED BY THE GOVERNING BUILDING DEPARTM LDER. RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE D' S. THIS SPECIFICA O I T FER ANY PRODUCT APPROVED CERTIFICATION. RE R L MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS 6 V °0 CCORDANCE WITH GOVERNING CODES. Tf 6. ADHERE TO ALL (SOT O M ORDINANCES. 7. NO CERTIFICATIO T OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF tiIRH, PEAK ROOF WHICHEVER IS SMA (W LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1ITEM QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INITERPRETATION IF REQUIRED. ROOF 8 EAVE HEIGHT 1 y ROOF 1 HEIGHT S I ELEVATION O WALL „- ISOM IC W O O KtlMKrb UKWN UMU UAIC 2010 FLORIDA BUILDING CODE ENGINEERING o < � [NIT ISSUE GSS TSB 03/05/12 M m 1 3 0 ASCE 7-10, CHAPTER 30 EXPRESS � 0 I- REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 nn' z Lo_ DESIGN LOADS FOR COMPONENTS & CLADDINGS 160 SW 12th AVENUE, #106 m �o z - - - - Lq,I-+ MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 om z THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, to O m PH: (954) 3540660 FAX: (954) 354-0443 To f0 O Z -P P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRHOUTWRITTEN CONSENT OF FRANK LBENNARDO, P.E. ADDITIONS, HIGHLIGHTING, OR OTHERCERT ASCE 7-10 WWW ENGEXP. COM OF AUTH #9885 z m zALTERATIONS, Z d O 1j v In MARKINGS TO THIS DOCUMENT ARE NOT PERMDTED AND m m in- ni m P=o rennni !< N m M® E MUNI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wsvw.m1amJdad&ftv/gora Sunshine Windows Manufacturing, Inc. 1745 W. 33`d Place Hialeah, FL 33012 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 PERA - 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. PERA 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: Series' 2009" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. C809-01, titled "Series 2009 Out-Swinging Aluminum Casement Window - Impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez; 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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# 10-0407.01 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. M lDAD OUI NOA No. 12-0314.12 Expiration Date: June 17, 2014 f5J14[1f- Approval Date: May 24, 2012 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casement Window — Impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16" overall HS laminated glass, prepared by Fenestration Testing Laboratory; Inc. Test Report No.*'FTL-5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under 11 OA # 081224.1©) C. CALCULATIONS L. Anchor verification calculations, structural and comparative analysis, complying with FBC-2004, dated 12/08/08 acid 05/07/09, prepared, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 10-04©7.41) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Manue PenZAL Product Controlxam er NOA No. 12- 314.12 Expiration Date: June 17, 2014 Approval Date: May 24, 2012 E -i Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 09, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5560, issued by Fenestration Testing Laboratory, Inc., dated 05/12/09, signed and sealed by Michael Wenzel, P.E. (Submitted under NOA # 08-1224.10) G. OTHERS 1. Notice of Acceptance No. 10-0407.01, issued to Sunshine Windows Manufacturing, Inc. for their Series 2009 Outswing Aluminum Casement Window - L.M.I., approved on 05/19/10 and expiring on.06/17/14. Ma�huel P P.E. Product Controlxa iner NOA No. A=14.12 Expiration Date: June 17, 2014 Approval Date: May 24, 2012 E-2 OPERATOR LOCATION DETAIL GENERAL NOTE-• 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. 2.- SHUTTERS ARE NOT REQUIRED. 3.- HINGE LEFT OR HINGE MOW CONFIGURATION. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DORM. ULTRACON BY ELCO WITH 1 1/4• MIN. EMBEDMENT INTO CONCRETE/MASONRY AND 2 1/2" MIN EDGE DIST.. FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/2" MN. EMBEDMENT INTO WOOD AND 1" MIN EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4° DNM. GRADE 8 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. &- CONCRETE STRENGTH fa -3= pal MIN.. CMU PER ASTM C90., FILLED CMU fm -2,000 put MIN. 7.- USE NON SHRINK NON METALLIC OROUT 3 KSI MIN, AS REQUIRED. &- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.58 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/AUUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 9083 -TS. STEEL SHALL BE FY@ 38 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.&4 OF THE 2010 FOC. DEWGN PRESSURES CHART - PSF HINGE LOCATED WXgDOW DIDR�MON ANCHORS FLUSH AGAINST JAMB MAIN FRAME S° MAX 12" MAX EXT. INT. AT HEAD AND SILL SILL AT HEAD/SILL AT HEAD SILLOF I 71/r MAIN FRAME CORNERS 3 90.00 �.� to 90.00 90.00 C .oil n ani �7 HINGE LOCATION 38 3/e' 2 4 AT HEAD/SILL 3 90.00 90.00 4 90.00 90.00 191/4' 28 t/2• 37• CORNERS. ,� S a 3 MAIN FRAME o o e oe o 4 SEE HINGE i� 191/4' 2e 1/2' 3P W 2 JAMB 90.00 99.00 LOCATION DETAIL 90.00 90.00 4 90.00 90.00 24• 39• 24' 3 3 90.00 90.00 4 90.00 90.00 3e" 3490.0090.00 HIND& LOCATION DETAIL ANY BE USED Y F 48„ 3 590.00 (SURFACE APPLIED) 4 90.00 90.00 3 90.00 90.00 4 90.00 90.00 A B D ♦♦ LOCK ~- OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL OPERATOR LOCATION MAIN FRAME 41NOW SILL CORNER. JAMB SEE OPERATOR MAX. WINDOW LOCATION DETAIL WIDTH = 37" 12 SINGLE -VENT CASEMENT WMOW MAI "S E OPERATOR LOCATION DETAIL GENERAL NOTE-• 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. 2.- SHUTTERS ARE NOT REQUIRED. 3.- HINGE LEFT OR HINGE MOW CONFIGURATION. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DORM. ULTRACON BY ELCO WITH 1 1/4• MIN. EMBEDMENT INTO CONCRETE/MASONRY AND 2 1/2" MIN EDGE DIST.. FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/2" MN. EMBEDMENT INTO WOOD AND 1" MIN EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4° DNM. GRADE 8 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. &- CONCRETE STRENGTH fa -3= pal MIN.. CMU PER ASTM C90., FILLED CMU fm -2,000 put MIN. 7.- USE NON SHRINK NON METALLIC OROUT 3 KSI MIN, AS REQUIRED. &- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.58 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/AUUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 9083 -TS. STEEL SHALL BE FY@ 38 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.&4 OF THE 2010 FOC. PRouuCf RBVT88D kdOCi1211kJ, IIIC. 1744 X 33rd Plot HWN% Fkft 33012 PI4 (304)884-2982 v-e1i6 DRAWING No. CS09-01 DEWGN PRESSURES CHART - PSF IbrPACT RMIISPANT GLASS WXgDOW DIDR�MON ANCHORS MW DVACT GL&g PER SILMEW K PER JAMB EXT. INT. HEIGHT I 71/r 26• 2 3 90.00 �.� 3 90.00 90.00 4 90.00 90.00 �7 / 28 1/2• 37' 38 3/e' 2 4 90.00 90.00 3 90.00 90.00 4 90.00 90.00 191/4' 28 t/2• 37• 49 4/4' 2 S 90.00 90.00 3 90.00 90.00 4 90.00 90.00 191/4' 2e 1/2' 3P W 2 8 90.00 99.00 3 90.00 90.00 4 90.00 90.00 24• 39• 24' 3 3 90.00 90.00 4 90.00 90.00 3e" 3490.0090.00 4 90.00 90.00 F 48„ 3 590.00 9040 4 90.00 90.00 3 90.00 90.00 4 90.00 90.00 PRouuCf RBVT88D kdOCi1211kJ, IIIC. 1744 X 33rd Plot HWN% Fkft 33012 PI4 (304)884-2982 v-e1i6 DRAWING No. CS09-01 2 5 21 .rh'lkJ.7!! cr�:em: \ 18 /1 wumne 21 Vmdm a s I�wfaehuing, it�c. ,�4a w. 33M Pma Itlataah. Itmlav 3=2 • 1 20 3 4 � I 3 4 aut3o6le'm-8118 ra I 0 19 a I G�7 3 ------- -- —a1 I O U QG O 1 I 1a 13 14 I y I a I �C 2 I O 1t 10 i 21 ------------- -- 99 VERTICAL SECTION B1 Z� owuairro roo. HORIZONTAL SECTIONS CS09-o1 SCAM FRANCISCO; ,},(E'd�WIWDEZ a FL:t�¢i031:;ki�. ,3993 StiEEI 2 � B I e m= i w � Di- �A n , 12 No 7M �r SERIES 200 OUT-SWMGING WE MWN n I ALUM' WM CASEMENT WRMOW IMACT RES o ISTANT GLASS ® m Nf a bp:- O N O � � O Q Ali- 0 N o m m v W W O w oyypA WV� O m O a t�Yt p N 1 oW I 1 I tr •N♦ � � P_ I e m= i w � Di- �A n , 12 No 7M �r SERIES 200 OUT-SWMGING WE MWN n I ALUM' WM CASEMENT WRMOW IMACT RES o ISTANT GLASS ® m Nf a bp:- O N O � � O Q Ali- 0 N o m m v W W a w N N a t�Yt p p+ 1 1 I 1 I tr •N♦ � � Mgr• as Ip L d A 7C C S I e m= i w � Di- �A n , 12 No 7M �r SERIES 200 OUT-SWMGING WE MWN n I ALUM' WM CASEMENT WRMOW IMACT RES o ISTANT GLASS ® m Nf a bp:- O N O � � O Q Ali- 0 N N p�@ W V • W A W N a 1 1 1 J@ o A L d 2 1/2" MIN. 2 1/2' MIN. 1/4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT e INTO MASONRY THRMIGH 1" BY WOOD BUCK a� e(FOR NUMBER OF ANCHORS AND MAX. SPACING p. o-.• g e REFER TO DESION PRESSURES CHART METAL S e AND ELENWRON ON SHEEP 1 OF 8). (SHALL 1" BY WOOD BUCK MINIMUM WOOD SLICKS BY OTHERS MUST BE PROPERLY • SEALED AND ANCHORED TO TRANSFER LOADS TO THE SRi11CTUFa_. SHOULD BE APPROVED BY SIALDINO OFFICIAL PRKIR TO WINDOW INSTALLATION. NRAL MEMBER BY affim AND ANcHm SHEAR FORIc KNESS ® 1/8" " MIN. 1/4" SMS THROUGH METAL (FOR NUMBER OF ANCHORS AND AND RdA)L SPACING REFER TO DMN PRMSURES CHART AND ELEVATION ON SHEET 1 OF 8). r 1� Ulu f 1" MIN. k'A�NDRIVTOAIDEN�ONNTIEXT "ANWITH 1 1/2" MIN. PE WRATION INTO WOOD. f ANCHORS AND MAX. SPACING f. DESIGN PRESSURES CtiART 1 6F 8), ATTACHMENT TO METAL STRUCTURE DETAIL 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST PROPERLY SEALED AND ANCHOM TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUMNO OFFICIAL PRIOR TO WINDOW INSTALLATION. TYPICAL SECTIONS AT HEAD PRODucrRBVL" m comoyhowlmam mudb proma B� $_ facwng, k Vt. ss d PIa" % Fkft X012 DRAWING No. CS09-01 DATE,.t2 SCALE: I 2"-11 SHEET 4 OF 8 1/4" ULTRACON WITH 1 1/4' MD1. EMBEDNIM DRO MASONRY THROUGH 1" BY W100D BUgt (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHM 1 OF B) 1' BY TRXm B CK 1/4• MAX. WOOD BUCKS BY OT,1M MUST BE PROPERLY SHIM SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. • PRIOR TO WINDOW INSTALLATON. OFFICIAL o� r 3. N ------ F t?i�i• «moo _ N 1/4' U mv=N BY ELS WRH 1 1/Y MN. PENETRATION DRO WOOD. (FOR MOM OF ANCHORS AND MAX SPACNG REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF e). AITACEMIENT TO WOOD TYPICAL SECTIONS AT JAMBS META. snwc URA1. MEMBER BY OTHERS (SHALL WR MANO ANCHOR SHEAR FORCES) 1/4' MAX. MNUUM THICKNESS m 1/8" IM SPICE SVD�INIB, ,i,�I1�0M8 1/4' SMS. THROUGH META.a (FGR NUMM OF ANCHORS AND MAX, SPA" 1745 to ura PIA» REFER TO DESIGN PRESSURES am � AND ELEVATION ON SHEET 1 OF I) ` vmc(aaa)sm-arta ATTACEMUM TO &MAL STRUCTURE 1/B' N S WASE 0.09 surAwE PVB BY OUPOM 3 4 plV0.73ro TWO 19 YPICAL CLASS BRE ILICONE 22W Ma I GLAZING: s/18" IMPACT (T/B" H.B. + 0.09 PVB + 1/8' HS.) GLAZING DETAIL DRAWING Na CS09-01 we1z-03-OS SOME; t 2'61' SHEET 5 OF 6 2' BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERI.Y 1/4MAX SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHIM SPACE SHOULD BE APPROVED 13Y BUILDING OFFICIAL PRIOR 70 WINDOW INMALLATION. AITACEMIENT TO WOOD TYPICAL SECTIONS AT JAMBS META. snwc URA1. MEMBER BY OTHERS (SHALL WR MANO ANCHOR SHEAR FORCES) 1/4' MAX. MNUUM THICKNESS m 1/8" IM SPICE SVD�INIB, ,i,�I1�0M8 1/4' SMS. THROUGH META.a (FGR NUMM OF ANCHORS AND MAX, SPA" 1745 to ura PIA» REFER TO DESIGN PRESSURES am � AND ELEVATION ON SHEET 1 OF I) ` vmc(aaa)sm-arta ATTACEMUM TO &MAL STRUCTURE 1/B' N S WASE 0.09 surAwE PVB BY OUPOM 3 4 plV0.73ro TWO 19 YPICAL CLASS BRE ILICONE 22W Ma I GLAZING: s/18" IMPACT (T/B" H.B. + 0.09 PVB + 1/8' HS.) GLAZING DETAIL DRAWING Na CS09-01 we1z-03-OS SOME; t 2'61' SHEET 5 OF 6 METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR. FOR( MINIMUM THICKNESS a 1/B" ,• MIN. N,/4" S►1s. THROUGH METAL (FOR NUMBER OF ANCHORS AND MAX SPACING Rim TO DESIGN PRESSURES CHART ANO ELEVATION ON SHEEP 1' OF B). ATTACHMENT TO METAL STRUCTURE 1/4" ULTRACON 1 1/2" MN. PENETRATION NTO'WOOD (FOR NUMBER OF ANCHORS AND MAX SPACING REF TO DESIGN PRESSURES D ELV ARON ON SHEET 1 OF IA AN 3/4' MAX NON -SKIM OR= OR 11 BY WOOD BUCK 1/4' ULTRACON WITH 1 '1/4• MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD 8UCK OR NON SHRINK NON MEAAUUC GROUT (FDR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF B). ATTACHMENT TO MASONRY TYPICAL SECTIONS AT SILL kuductu4 Inc. 1743 W. 33rd Plaas Mdooh. Fblb 9612 Ph: (363}334-9952 e j d \ N IS 2 1/2" MIN. 2 1/2" MIN. O 144' TAPCONS WITH 1 1/4" MN. EMBEDMENT V IO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO OWGN PRESSURES CAND ELEVATION ON SHEET 1 F f W ATTACHMENT TO PRECAST SILL W 2" BY WOW BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD SE APPROVED BY BUILDING CFFKYAL PRIOR TO WINDOW NSTALLATM 1ipDUCT RP -VISI wbbd ol+ladda2r� nwaa�oo �LpIA-7i ltg, Flv_wclscq�y DRAWING No. CS09-01 DATE: 12-93-98 stgL. , 2"0," SHEET 6 OF 6 MIAM I•DADE MIAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REM) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)nv.miamldade.aov/economy ES Windows, LLC 10653 N.E. 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 and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County'and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such productor material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1500" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model/series, 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 "job site at the request of the Building Official. This NOA renews NOAH 12-0223.41 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0617.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Series -1500 Aluminum. Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.41) 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 FBG, TAS 202-944 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-041 Z 06) 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 along with marked --up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, FTL-3819 and FT1-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) Ma uel , PX Product Contr i Exa iner NOA No. - 17.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 12/12/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.41) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (R.ER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05126/10, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P.E. (Submitted partially under previous NOA No. 12-0223.41) 2. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15110, signed and sealed by Jorge A. Causo, P.E. (Submitted under previous NOA No. 12-0223.41) 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under previous NDA No. 08-0417.06) 4. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder previous NOA No. Q8-0417.06) 5. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder previous NOA No.06-0308.115) 6. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTI -3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/1403, all signed and sealed by Joseph C. Chan, P.E. (Submitted under pr evious NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 12-0223.41, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. Manuel r , P.E. Product Contrdj E miner NOA No. 13-0617.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 f I f I I I 1 � I WINDOW WMffH QW90OW Sim I � I s Ir I 3 J WI, t ,WIDTH _ Wm J mm%m ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN AaM OR SIMILAR CAN BE Id VERIFIED BY PMING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTAFNA.E AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOAD% FROM THOSE $NAPES. SER TS -1600 ®LUKIM M FIND W=0�4 APPROVAL APPLIES TO SINGLE UPITS OR Sloe eY SIDE COMBIMOI CF F:D/FO(ED OR FMOMR WITH OTFM MUMS-'QADE COUNTY APPWD WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WLNDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO HE AS PER CHARTS SHOWN ON SHEEP 3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVFIZ)• WOOD BUCK BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SIE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOItNQ OR LOBLDINO CONDITIONS NOT SHOWN IN THESE DETAIS ARE NOT PART OF THIS APPROVAL: A LOAD DURATION NCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STMAXIAL SCREWS, THAT COLO: INTO CONTACT WITH OTHER DISSDAIIAR SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOINS i APPLIED) M4ML Z N� W P �� sheat of 7 ftODtCf R ae p h*wtt� mtit 'taldlag Cade AcrnPlsaee Na ��' do F.,�draaaaUata Ot8 aTeaml ade THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE rT'q 0. FIA BBTaBD ".4, M4ML Z N� W P �� sheat of 7 1/a aria. Goss .090" MOUAVER .. f E40TE PYB BY 'OUPONT' I/8' ANN. CLASS - SILtCONE L° Dow CORNING 79S/083 ACHOM 8 FOAM 'PAPE a . S GLASS TYPE 'A' 3110" ARE MASS 3/10" ANN. GLASS 480" MrER AYER .690' INTERLAYER SENTRYOIAS BY 'DUPONT, BUTACRE PVB t)Y 'OUPONT' 3/10" ANN GLASS 3118" ANN. GLASS S now CORNIHO 793/983 I�r DOTS CWMG 795/963 Y� i-� W r ADS 9 WE CO(aldlNO 795/083 SUCONE V cow CORNM 708/833 Z g g GLASS TYPS 'B' GLASS TYPB 'Bl' 5 3/t8' HEAT S*EN'O. GLASS 3118` HEAT snwWD. GLASS 7/LD" LAM. MAW .090" WIERLAffR 400" MTERHAAYkR SENTRYGIAS BY 'DUPONT' SUTACIIE PV8 BY 'GUPONT' 3116' HEAT STREH'D. ww 3/18' HEAT STREWO. CLASS ' MUCONE DOW AttlaO 783/883 Salem X57 CgiHiNO 7991963 {�AMMM FOAM VIEIi o fM TAPENTW 9 WE CO(aldlNO 795/083 SUCONE V cow CORNM 708/833 Z HEAT STPEN'D. GLASS 90' INTEMMM R AME PV8 3Y 'DUPONT' �1/4' HEAT STREN'D. OLASS SUODNE rOM COMM 795/983 SODUCPRtiREWM ^e e"m019in wH9 se R1Mfbt. 9 � .0 1 AfbmH Prb4eA. � ;, yyiIn�g 1;'aos>YeL91de .41m 013 draping no. Mid0� ,�r�r coma W03-57 wpm 5 5 A �y TOO" LAM. GLASS 7/LD" LAM. MAW 41 0� ALT: GT,AZING OFTfONS SQUAD GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEEP. HEAT STPEN'D. GLASS 90' INTEMMM R AME PV8 3Y 'DUPONT' �1/4' HEAT STREN'D. OLASS SUODNE rOM COMM 795/983 SODUCPRtiREWM ^e e"m019in wH9 se R1Mfbt. 9 � .0 1 AfbmH Prb4eA. � ;, yyiIn�g 1;'aos>YeL91de .41m 013 draping no. Mid0� ,�r�r coma W03-57 wpm C �' "E 'i a�� Au i O A� m N Co � A � O A a A G N a A �i t�yie N gg •P {� N gg gg p N CI e j gg 1 1 l$ 1 I I I 1 t b l I I I b P l b�b I 1 I b b i I 1 f I b b 1/ 1 1 O m b O I 1 I f✓' O O O W iA F A P v I f I r i l 1 I g 1 b 1 f 11, Igg, l I I $b I �!"Ig yyI 5 t1S 5 y Po �I b tl b bb b o•� a o o t t �Vb 'v �o.16+bob.grwo Ilmbblll0 O e l 41 sr• V m gbI 11 v Ig ot i b i 11 A b V §� ao®a b { { 'It 11,1 oV bbb�aiobb 5 0000m � b ovale �ibbgv�bbb.�ibb���'ibbobLb lip 1 b 1 I V A� Fe bb t 1 1 y oo I 11 I b7niOfb �y1 V 4� 1 tr 1 1 a+oobbq "j P V v N y� In tq,�, b b I bb y !" bobbi�oobabb a g � O IQ o ©a �y .p7 p b ya V O py [7 e�'° V VO b1 � 0 -Ig �.i b :. o 6 VNPV b b � � b OGA b b 5 I u io IgIg Ag�'eoLabbbomb �i 111 b r j ya• (I (off Vb pgp boy $b lbbbtlbbblbbbbbbbbbbbbbbbbbbb�'� yb m ..bolggb:.00gel-1, V � b }A r 20 V Pi o.0{0' b P, � 9D V IN b O QI b � O OC'..o'o.ybembb:.00+ r �1 V N b � � Ol r S V � � � boep-g�pb,7 JA Iw � m V � mbpye I$b� � O �gb+ O � � � I�b�t b+ V O b •^ �C 1 1 I I b l t 1 1 P O00 b i O 1 I I IfIg l l 1 1 1 Ig l I I I b O O t l I bbb b b L�i O b O b g g I��au+ b, QQQ , 1 1 1 ( -Ig yy Y I 1 t I ovv Q l 1 1 I bb f I 1 1 I Hb y b t l I I Lbob �1 I+ 1 , I? bo boPrgoiao Q g y P y Y y P s I l b b --j I t' b o b b a b g bbbbbbbbbbbbbbb bbbbbbb1+allb ggod I 1 [ bbb t 1 [ 1 bbbb bb obbbbbbbbbgbg"oblb�b 5ob J b b o b b b b w b b 5 9 b b 1b bbbbb b b b bbb bb bb obbbbb�o�bbbbbo�b�b6bb5bbebSbbbbbgobbbb�;$ 961 .7 0 0 s SMO-IWO XtIll I= VMDW CUU) AL-FAROOQ CORPORAIll a E.S. WINDOWS. LLC 1=5 87 AVEa f 5220 N.W. 72 AVE. BAY #4 Mil RARIDA33174 4 MIAMI, FL. 33166 18_(3lW112844IA0 RAXPm2 hLC34M 824-7775 FAX (985) 824-7M COMP -e WOS-576 I e j 1 1 l$ 1 I 1 o I 1 r g 1 1 b o b 10-12 o goV o v j f t I y4pp �b l I I $b I l ��'b l I �bb�'b g V �I b tl b bb b o•� 'V W�o t t �Vb 'v �o.16+bob.grwo b e l 41 sr• z � b yp�, O�V �ibbgv�bbb.�ibb���'ibbobLb bbbbbbAnL� t 1 I I bb t t I bb i 1 �bb i I � O y p b q v� QQ b bO .p7 p b y y Pq Yao� py [7 e�'° 1 Gp I lbbbtlbbblbbbbbbbbbbbbbbbbbbb�'� MUM, b g b b b b oA O b b o b o b 6 b b b b 99 �bbbbbbbbbbbbbbb�bbbbbbbbbbbbb�� 0 0 s SMO-IWO XtIll I= VMDW CUU) AL-FAROOQ CORPORAIll a E.S. WINDOWS. LLC 1=5 87 AVEa f 5220 N.W. 72 AVE. BAY #4 Mil RARIDA33174 4 MIAMI, FL. 33166 18_(3lW112844IA0 RAXPm2 hLC34M 824-7775 FAX (985) 824-7M COMP -e WOS-576 I tYPM ANCHORS I TY WAL ANCHORS FORS I Ed APPROVED ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT 13Y E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Em. FOR sPAcm TYPE 'A'— X18" DLA ULjRACON BY 'EL CO'(Fu-177 KOL Fym185 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MN. EMBED INTO CONC. OR MASONRY SELF DRILLING c (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MN.) ALUMINUM : 1/8" THK. MN. (6083-T5 MIN.) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPE 'B'— IIA" OfA- ULTRACON BY 'ELCQ (Fu -177 NSI, F)w-= 161) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MN. PENETRATION INTO WOOD TIM 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" IAN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" AIN. EMBED INTO CONC. OR MASONRY . J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL -12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MN. (6063-78 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPE 'C'- X10 SMS OR SELF DRILLING SCREWS (MtW 2 CRs) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. T'MK. - .090') Ed - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASDNRY - 1--3/8" MN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 1/2" MIN. CONCRETE AT BEAD, SILL. OR JAMBS ra - 3400 PSI AIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 20M PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. - - ' I moD11rF RF.N6`9�9' �. 5ess -- °"- :4- - _ �p: .•-- vcmlegC��aawtrnrneFlor?At `1 • �(•i .6•• q ,- •. s 4occprattes Ns ' 0• v-' I . _' E pkeNan Date ,i (g D�+1` aE0'- iela®i N 464 Baa 8 on g efaisv g $z� N r, vgng no. W03-57 .> . §_. \.� \ ,MIS -1500 MJJMM FIXED VbM s220N.tAVE. SAY A MWA FL 3a # 7EL CMS) 624-7M FAX. WO 624-7777 _ee.,�Q■,•-§ §-m222 ■�§■§,§§&§§� ■■■ k$$■§�§%$� <® �� § . 2«k $$ 2��22|!!k @ �.....,$ ■■,§ . §§§{ @@4i § AL -FARC c�mporixnoi a MWMMaPMMWDEvgwpm_ _ss#_ MVW%FUMIMS='r4 TM.a __ F"__ 4 "I g I adft 07-31-43 w,�. a ,. OF o °t tVA Waal 4 o "bp O SMO -1900 AI.WMM FOCF.O WWW (LW, M VANDOWS, uc 5220 N.W. 72 AVE. BAY #4 MIAMI. FL 33166 >ll- CM) 024-7M FAX f300 04-7777 O Q AL •FAROOQ CORPCIRAMoN R$ E GUMM 8, PRODUM CEMAPAUN, 12=&W.87 AHE MIAMI. FLORIDA 331.74 TM-r.M264aMao MXCaMssz40is 9-9 *4 4t jMS-150o XLMKM MED WMM OJU) ALFAROOQ CORPORATION a E.S. WINDOWS. LLC 1235&W.87AVr. 5220 N.W. 72 AVE. BAY #4 MUUW4M=tVDA3=4 MEAMI, FL 33186 1 TELoma"am FAXMM28d�78' IEL (3o8) 624-77/8 FAx Vim* 624-7777 C -- MIAMI•DME MIAMI -DADS COUNTY no ilia PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) n2 mismidade.govlesea0mv Sunshine Windows Manufacturing, Inc. 1745 W. 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:. Series 112001" 81-0" Outswing Aluminum French Door - L.M.I. APPROVAL DOCUMENT; Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami -Dade County Product Control Section Renewal 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 renews NOA No. 13-0416.16 and consists of this page 1 and evidence pages E-1 and E-2, and Green Sustainable Attributes (GSA) page 0-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0109.06 ov>*► Expiration Date: May 08, 2018 • ' `-�` Approval Date: May 08, 2014 4 287tq Page 1 Sunshine Windows Manufacturinm Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections, 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test report 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, Side --Hinged Door Systems, per FBC, chapter 24113.2.1, TAS 202-94 and per AAMA 1304-02 along with marked up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test report 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, Side --Hinged Door Systems, per FBC, chapter 24113.2. 1, TAS 202-94 and per AAMA 1304-02 along with marked up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying. with the Florida Building Code, prepared, dated 10/15/13, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). f Jaime.D, Gascon, P. E. - Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010 . and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest and independence, issued; dated 12/05113, signed and sealed by Francisco Hernandez, P. E. 3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTI r-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc.; for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) . G. OTHERS 1. Notice of Acceptance No. 134416.16, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French" 8 -Ft, Outswing Aluminum Glazed*Door - L.M.I., approved on 05/09/13 and expiring on 05/08/14. 2. NFRC I -Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDTR `Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked -up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami -Dade County NOA No. 124209.05 approval drawings, sheets 01 to 07 of 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator -In - Responsible -Charge (CSiRC). Jaime D. Gascon, Product Control Section Supervispr NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section (PCS). Jaime D., Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 Legend •i^ r 'on• PVB t. 14.T x G IM1 f ' Y cir. Clear glass ID No. Simulation Report Product Glazing Components: G.9: No.: Description U Volae SHGC 01-00 3/16 Clear 1.07 0.57 0101 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gra 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gra 1.07 0.41 01-07 FTIr-7625 DDFR 1/4 Solex 1.07 0.43 - 02 00 1/8 cir./ 0.090 Saflex IIIG/ Weir. 1.03 0.51 02-01 1/8 clr./ 0.090 Saflex IIIG/ 1/8 bronze L03 0.45 02-02 1/8 bronze/ 0.090 Saflex 1110/ 1/8 bronze 1.03 0.40 02-03 1/8 c1rJ 0.090 Saflex 11IG/ 1/8 gray 1.03 0.43 102-M 1/8 / 0.090 Saflex MG/ 1/8 Ipy 1.03 0.37 03-00 1/"B60/ 0.090 PVB 1/8 c1r. 1.03 0.32 04-00 y/ 0.090 PVB 1/8-SB60 1/8 Solar gra 1.03 0.31 05-00 1 1/8 Solar gray/ 0.090 PVB 1/8-SB70XL 1.03 0.27 Jaime D., Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 Legend A b e a ons• r 'on• PVB Poly Vinyl lnterla er Saflex MG Clear Saflex Interlayer cir. Clear glass SB60 PPG Solarban 60 or 70 @ #2 Surface T ical SB70XL PPG Solarban 60 or 70 @ #2 Surface ical Jaime D., Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 5'12' MAX ] I MAY -1, 25 DOOR FRAME I ELEVAUONS INDEX OF DRAWINGS 1 OF 8 : DOOR ELEVATIONS. DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 : INTERLOCK CLUSTERS DETAILS 3 OF 8 : TYPICAL HEAD SECTIONS. 4 OF 8 : TYPICAL. JAMS SECTIONS. S OF 8 : TYPICAL. SILL SECTIONS. 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 : VERTICAL SECTIONS & MATERIAL LST. 8 OF 8 : CORNER DETAILS. MAX. DOOR FRAME WIDTH DESIGN PRESSURES R FRAME HEIGHT DOOR LEAF DESIGN PRESSURE (PSF) WIDTH (NOMINAL) OCT. 3'-0' 77.13 77.13 2'-6' • 80.00 89.13 3'-0' 80.00 90.00 2'-6' * 1 80.00 90.00 • - FOR DOOR LEAF UNDER 3'4 SEE NOTE 11. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 FBG. 2.- SHUTTERS ARE NOT REQUMED. 3: REFERENCE TEST REPORT PTL - 7262 DATED ON 4/18/2013. 4,- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON SHEETS 3, 4 AND 5 OF A. 8.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.85 OF GREATER DENSITY. 7.- CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH fc 28 ®3000 PSI MIN. - CMU AS PER ASTM COO. -NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSL - FILLED CMU fm' = 2000 PSI MIN. 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8'. ALUMINUM SHALL BE 8083-T6. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2D03.8.4 OF THE FBC. I&- STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN THICKNESS WITH Fy = 36 KS MIN. 11.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1.1 (4023 OF EGRESS) AND 2012 FLORIDA ACCESSIBILITY CODE, SECTION (CLEAR WIDTH AND MANEUVERING CLEARANCES). 12.- COLONIAL MUNTINS CAN BE APPLIED. 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF S. 14.- USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTIR C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. FLUSH BOLTS: ex0Ducrt 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE esHiauCode LEAF AT HEAD AND AT SILL OF EACH). 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN 's ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON THE CHART ABOVE. Miss,i sl'rodud Csnus 1 4 - FRANCISCO HERNAND FLORIDA PE # 51,393 1743 % 33rd Fk m Hbko% Fkddo 37012 Phi (30)3"-M2 Fina(301)M-Si 18 ORAWWG No. FD01-13 :AM- N.T.S. SHEET 1 OF 8 /4" 0 ULTRACONS 1/4"MIN. EMBEDMI ONCRETE. 1748 w 33rd Plops l deA FbWo 33017 rBOUBLE AOR CENTER UNE /18"0 ULTRACONS 4 — 1/4"0 KWIK—FLEX SEIF ORILLINO S(XZE1M5 s11e [� TNROUGH METAL WOH MPL 3 10I MIN. EMBEDMENT 4° 4" 4" 4" SU8S7RAT TME O O U U rnO� CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME BRAD AND FRAME SILL INTERLOCK CLUSTERS DETAILS . DROW H0. FD01-13 =Ins 10 q,. 06 DATE: �r 2 1 �-qt SCA1.Et N.T.S. FRWa1393 F� EE g SHEET 2 -OF 8 Product of . 2 1/2 - MIN. E DISTANCE EXTERIOR ULTRACON WITH 1 1/4° MIN. 1/4'0 ULTRACON WITH 1 1/4° MIN. 1/4"0 KWIK FLEX SELF DRILLING 3 1 /2- EM4T INTO CONCRETE. 2 BEDMENT INTO CONCRETE, SCREWS THROUGH METAL L ANCHOR SPACING SEE EDGE FOR MAX. ANCHOR SPACING SEE -[SHEET WITH MIN. 3 THREADS BEYOND NS ON SHEET 1 OF 8 AND MIN' ELEVATIONS ON SHEET 1 OF 8 AND MIN.OR SUMMAXANCHOR SPACING TF - DISTANCE DETAILS ON SHEET 2 OF 8. CLUSTER DETAIS ON SHEET2 OF 8. E.D.SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON I ' 2 OF S. BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ATTACHMENT TO CONCRETE THROUGH I R WOOD BUCK ANCHORED TO 4 IT,TI >J TRANSFER LOADS MIN.' I I A , OVED BUILDING mm-nAmOwE 0OUNlY MULLION.FOR I I FLUSHMBOL.T OOFFIRPRIORT ( I ENGAGEMENT DOOR I I INSTALLATION. I I I INTO FRAME I I THROUGH 1- X 5/8- 1 I HOLE. MIN, EMBEDMENT INTO , INTERIOR EXTERIOR L-7/8- MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1- X 5/8' HOLE. INTERIOR EXTERIOR ATTACHMENT TO MASONRY ATTACHMENT TO CONCRETE THROUGH I R WOOD BUCK WITHOUT WOOD BUCK 1- 1- MIN.' 1/4.0 KWIC FLEX SELF DRILLING ,, EMEp� , SCREWS THROUGH METAL I� mm-nAmOwE 0OUNlY MULLION.FOR WITH MIN. 3 THREADS BEYOND SUBSTRATE. THE 1APPROVED N MAX ANCHOR SPACING SEE ELEVATIONS ON SHEE T 1 OF 8 it AND CLUSTER DETAILS ON SHEET 2 OF 8. *71W ULTRACON WITH 1 1/2- WOOD. MIN, EMBEDMENT INTO FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND I CLUSTER DETAILS ON SHEET 2 OF 8. T TI MIN. FOR CLUSTER USE S/1.8°QS i I I METAL STRUCTURAL MEMBER BY I I OTHERS SHALL BE MINIMUM 18 I I GAUGE AND SHALL WITHSTAND { I INSTALLATION SHALL BE I I APPROVED BY BUILDING I I OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. }- WOODEN STRUCTURE OR r 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING g • OFFICIAL PRIOR TO WINDOW INSTALLATION. I I I I WITH 1 /2 ENGAGEMENT MIN. EMBEDMENT WOOD. rSOLT INTO E ENGAGEMENT 1 I THROUGH 1- X 5/8- I ( INTO FRAME I I HOLE. I I THROUGH 1- X 5/8- lid INTERIOR EXTERIOR HOLE. EXTERIOR INTERIOR ,MImth 6 TYPICAL HEAD SECTIONS °mwmfl�a e . Aeceptmrea 'M ATTACHMENT TO MULLION ATTACHMENT TO WOOD lf4 et -t q- 2014 FRANCISCO HERNANDEZ FLORIDA PE # 51393 1746 W. 33M Pkaa IHa%04 ikft 37012 Phi (308)384-6862 ft4368)828—*1t8 DRAWING Na FD01-13 SCALE: _&T--,,. SHEET 3 01` 8 I" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO e .a DOOR INSTALLATION. 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS .r ON SHEET 1 OF S. 1 MIN. INTERIOR a a Ngo , 41/4 sHnp�, EXTERIOR 8 " MAX. Crw) ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK W C4 p o e Zfl 1/4-95 ULTRACON WITH 1 1 4" MGN. BEDMENT WT OONCRETEEM FOR MAX. ANCHOR SPACING SEE ELLVATIONS ON SHEET 1 OF 8. INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION W."O ULTRACON WITH 1 1/2" EMBEDMENT WTO WOOD. FOR MAX ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF S. M)AMI—DARE COUNTY z o APPROVED MULLION (UNDER SEPARATE NOA) KWIK FLEX SELF DRILLING THROUGH METAL WITH MW. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF S. Ile - INTERIOR /4"INTERIOR MAX. 1/4" sHI 4 U EXTERfOR MAX. (TYP ATTACHMENT TO MULLION ko EXTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK SHIM [-VAX. (rYP) 11/2 114 �f _ INTERIOR ko EXTERIOR ATTACHNENT TO WOOD METAL STRUCTURAL MEMBER By OTHERS SWILL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIM TO DOOR INSTALLATION. lleO KWIK FLEX SELF DRILLING ScRM THROUGH METAL WITH MIN, 3 THREADS BEYOND THE SUBSTATE. ELEVATIONS SPACING ONS ON SHEETIOF 8. SEE INTERIOR W06DVVS0 Lit EXTERIOR ATTACHMENT TO METAL STRUCT. TYPICAL JAMB SECTIONS FR MCO HER FLORIDA PENAN�Z 51393 1745 W. 9x5 Frage Pte (zo gm-ftu F*9305)825-5115 DRAWING Na FD01-13 MM- N_ -% SHW 4 OF 8 HIGH STRENGTH GROUT. — MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. EXTERIOR II II II INTERIOR II HIGH STRENGTH GROUT. — MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. EXTERIOR FLUSH BOLT q ` ENGAGEMENT ° 7 B° INTO FRAME' / THROUGH 1„ X 5/8„ �R FLUSH %LT ° o ENGAGEMENT HOLE a. 1/4-0ULTRACON WITH 1 1/4„ MIN. INTO FRAME„ EMBEDMENT INTO CONCRETE THROUGH 1 X HOLE FOR MAX. ANCHOR SPACING SEE ° q ELEVATIONS ON SHEET i OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE HIGH STRENGTH GROUT. MUST BE MN. 3 KSI. -�t'�s.• — METAL STRUCTURAL MEMBER BY OTHERS SHALL. BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR 1-1/4'0 NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL PER ASTM F 1117. 1 1 BE APPROVED BY BUILDING ARCHITECTURALI HOLE OFFICIAL PRIOR TO DOOR I I i I INSTALLATION. EXTERIOR i INTERIOR rl i 1„ SEE ELEVATIONS ON SHEET 1 OF 8 AND �I— �z OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE OR 2 X WOOD BUCK BY OTHERS. WOOD BUCKS MUST BE PROPERLY. ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION \--1/4„O ULTRACON WITH 1 1/2„ MN. EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/8„0 ULTRACONS WITH 1 1/2„ MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF S. ATTACHMENT TO WOOD GLAZING DETAIL 7/8„ MIN. -�t'�s.• — ENc cEMEEWTYPICAL 1-1/4'0 SILL. SECTIONS INTO FRAME KWIK FLEX SELF GLASS THROUGH 1„ X 5/8„ DRILLING SCREWS THROUGH ARCHITECTURALI HOLE METAL WITH MIN. 3 THREADS (OPTIONAL) BEYOND THE SUBSTRATE. (MIMMUM) FOR MAX. ANCHOR SPACING SILICONE 1„ SEE ELEVATIONS ON SHEET 1 OF 8 AND DOW CORNING 899 IN. EDGE DIST, CLUSTER DETAILS ON SHEET 2 OF 8. PRODUCTRPNSWSD onfldlo1Code bun; OrMa ATTACHMENT TO METAL D011di0g Cndo .� 'ui FRANCICO HERNANOEZ FLORIDA, PE # 51393 1719 W. 33rd Place wAsmh Roft 33012 Phi (305)301-8932 DRAWING N0. FDO i -13 SHEET 8 OF 8 0.090„ PVB INTERLAYER BY E.I. DUPONT. 1/8„ HEAT STRENGTHENED 1/8e HEAT GLASS STRENONE40 GLASS EXTERIOR ARCHITECTURALI TRIM (OPTIONAL) 1/2e GLASS BITE (MIMMUM) SILICONE DOW CORNING 899 'ui FRANCICO HERNANOEZ FLORIDA, PE # 51393 1719 W. 33rd Place wAsmh Roft 33012 Phi (305)301-8932 DRAWING N0. FDO i -13 SHEET 8 OF 8 RG7• DOUBLE DOOR FRAME WIDTH r INSTALLATION NOTES 1.- FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.- FOR ANCHOR INSTALLATION AND OUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 4,&5OF8. 2 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4.0 ULTRACON BY ELCO IF WITH 1 1/4” MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4" Q ULTRACON BY =0 WITH 1 1/4- MRN. EMBEDMENT INTO CONCRETE AND 2 1/2" MRN. EDGE DISTANCE 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR 2 X WOOD BUCK USE 1/4. 0 ULTRACON BY ELCO O WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND /1 1- MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6 8.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMBERS (1/8" MIN. WAIL THICKNESS) USE 1/4- KWIK-FLEX SELF DRILLING SCREWS. 7; USE HIGH STRENGTH, NON-SHRNNK, NON-METALLIC GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SIU.. HORIZONTAL SECTIONS INTERIOR EXTERIOR SINGLE DOOR FRAME WIDTH m e-t-m-zoleI FRANCISCO HERNANOEz FLORIDA PE 51393 1745 % 33rd Pkw =1 Ph: (306)384-902 Fbxc 30088—o„5 DPAWM N6. FD01-13 SKEET 5 OF 8 SEE NOTE 1 ON SHEET 7 OF 8 11 II ( EXTERIOR SEE NOTE 1 INTERIOR TED L.M.I. RESISTANT GLASS H.S. GLAD + 0.08 m + 1/8' H.S. GLASS) BY El OUPONT VERTICAL SECTIONS NOTE: 1: 7/8' MIN. FLUSH BOLT LTTMEMENT. io o _ c 078" 0 0 o 5.00 5.00 I 5.00 I ' o ® r o a o�^.��62p 1.908'lea I 4.00I 4.375 I ,- r ---1 n ® � M O 3.50 65 eeNawDD ems amoDirlilglne�t�&h Bta Flartda � / ""p"��JJ ® 9nildiaB Code 4 1� `!L aw ® —1 FROGWO HERNANDEZ FLORIDA PE # 51393 1745 W. 330 Race 1 *i k FIOFWG 35012 P6: (359)354—=2 Fina(305)826-8118 DRAWING Na FD01-13 SHEET 7 OF 8 (MATERIAL LIST PART QTY PART DESCRIPRON MATERIAL 1 GAS -48913 1 FRAME HEAD 6083-T8 rNo 2 TEAS -48912 2 FRAME dm 8083 -TB 3 OUTS -48918I FRAME SILL 8083-TS 4 OAS -48914 4 PAI PANEL TOP AND SOTTOM L SD83-TS S GAS -46910 4 PANEL STDG 8083-78 6 GAS -48917 3 / LEAVE HME 6063-75 7 OAS -46918 1 ADAPTER 6083-78 8 OAS -40826 AS REQ' FIAT FILL CDVER 6063-15 9 OAS -48911 OPTIONAL PERIMETER TRIM 6083-78 10 1LY73 AS REQ'D 10 X 1' SCREWS GRADE 8 STEEL 11 1ma18 AS REQ' 10 X 1 1/2' SCREWS GRADE 8 STEEL 12 SEALANT AS REQ' DOW CORN= 899 SBICONE 13 W33321NX0020 AS REQ'D uum FTN WFATHemm BY ULTRAFAB .187 X .320 POLYPROPrim 14 RA-2AB39P 1 LOCK (LATCH) ZINC 18 RA-209DZlABOP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BODS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS KQD D SECTION FOAM RUBBER SEAT. GLH io o _ c 078" 0 0 o 5.00 5.00 I 5.00 I ' o ® r o a o�^.��62p 1.908'lea I 4.00I 4.375 I ,- r ---1 n ® � M O 3.50 65 eeNawDD ems amoDirlilglne�t�&h Bta Flartda � / ""p"��JJ ® 9nildiaB Code 4 1� `!L aw ® —1 FROGWO HERNANDEZ FLORIDA PE # 51393 1745 W. 330 Race 1 *i k FIOFWG 35012 P6: (359)354—=2 Fina(305)826-8118 DRAWING Na FD01-13 SHEET 7 OF 8 TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS --V —\ El BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS 212#10BY1 1/26 T HEAD SMS 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS 2 f 10 BY 1" PH, PAN HEAD SMS ,Lm Fk" mote Fft BOTTOM CORNER DOOR PANEL CORNERS SCALE: NTS t>mwm ft QI�UCTftti�^�`�"LIl o� FDO$ -01 NR mca+nicSdu;'ad101Le Qo! i3xi!:7ir�., C.kla WL -05/161m' (�. Zo! � scAtFs S.rs F SCO HERPbWDEZ SHEEt 8 OF 8 e�7;u,�i ilc,L Peudaroi 4butro FLOWDA PE f# 51393 IAMIM HjrJ MIAMI-DADE COUNTY, FLORIDA ►�� JIW PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) m r 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 and accepted by Miami Dade County PERA- Product Control Section to be used in Miami -Dade County and other area 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. PERA 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: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04--04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", 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: Each unit shall bear a .permanent label with the manufacturer's name or logo, city, state, model/ series 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 No. 09-0825.03 and consists of this page 1, evidence pages L-1 and Fr -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ,n 6,6AS03ANOA No. 12-0308.37 Expiration Date: September 16, 2014 r✓ Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 00712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, 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, Type "D -A" fixed window, Grade 10, Level LV 1 per. ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810,. dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 04--0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 09-0825.03) 2. Glazing complies with ASTM E1300--98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 S Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows. .LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 02/24/12, signal and sealed by Javad Ahmad; P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for - Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I.", approved on 11/10/09 and expiring on 09/16/14. (qL� I �_. - Jaime D. Gascon, P. E.- Product :Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF -THE FLORIDA SWUXNG CODE WCLUGM HIGH VELOCITY HWRWCARE ZONE (114ER). ALL QAzING PRODUCTS USED WITH TmESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REODU MENTS I.E: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. MOOD BUCKS BY OTHERS. MUST' BE ANCHORED PROPERLY TD TRANSFER LOADS TO THE STRUCT M ANCHORS SHALL BE AS LISTED, SPACED AS SHOWF! ON DETAILS, SIT TO BASE MAT M& SHALL BE MOND WALL COVER010 (STUCCO. TUE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS AM NOT PART OF TIES APPROVAL A LOAD DIRAPON OCRE43E S USED IN DESM OF ANGiORS WTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEE�L�/METAL SCREWS, THAT COME 04TO CONTACT WITH OTHER OWMAR MAT SZ YELT THE REOIIMWITS OF THE FLORIDA BLOC. CODE SECTION 2003.8,4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 GETERNIM AGN LOAD REQUIRED PER ASCE 7 FOR PAMICULAR OPEEING STEP 2 USE MAMU-OADE COUNTY APPROVED GLAZ= PRODUCIS MEMO ABOVE LOAD REOUIRENIENTS, SOEP USE CONNECTION TO MUUM AS PER PRODUCT APPROVAL USNO CHARTS ON SHEET 3 SELECT MULLION SIZE WDTI STEP 4 DESIGN RATING MORE THAN DEm LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEETS 8 THRU B AND ANCHOR T.YIARTS STEP $ ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED W STEP 1 ABOVE. MULL IONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR t;RTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING P Eryp: J! �AHMA � •a o BuBAioB vdeh6toFFaddM F A PC t zm C ProducR /4drawing no. $ Z012 M04-04 1.000 I� LORD .325 2.000—^{,.125 —2=0 .290 -� ,.000 r 12S --� .125 4.000 ,.000 in .129 3.100 4.00D .its 2.000 —q I I 12S —� Z b (� 3.000 .125 LU L 6.� 6.000 1 X 3 1 X 4 ' 1 x 3 •323 1 x 4 a000 .125 .125 .250 QA Q as W STD.. MULLION STD. MULLION i ION CUSTOM 6063 -TS 8083 -TB eltt em -T6 eULUON 2000 -.125 QQ. °j a .f25 2.000 —2'000—�-.tzs 2 X 5 SID, MULLION STD. 2 X 6 MULLION 2 X 6 HEAVY MULUONO .125 8063-T8 6083-T8 6083 -TB J = v, ah ? 2.000—moi 4.000 W ¢}¢ m 3.000.129 7Qm Ed. M Ea � YW. EOOE DISE. ,/2° FOR 1/4° M ANCHORS oLL 9/8" FOR 5/18' DIA. ANCHORS i y z I` id ANGLE CLIP 6053 2 X 3 STD, MULLION 2 X 4 STD- MULLION p- to Ld -TS 6063 -TO 6063 -TB � .720 1.880 .156 TYP. .125-2.750 2.000 • � 3.290 ,.ate P k -----3.790--d 4.800�I 8 NOTCH OPTIOR& 1/2 NOTCH OPTiONAI 1/2" pRODiXTlilit/>7D - f E "Mia g Ed - IM MOE OW. f/2° FON 1/4" MA. ANCHORS1/2" FOR 9/18" Mk ANCHOR Ed . VIN. MW OW. FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" ®oo�.g7 a droanng no. DIA. ANCHOR , t MULUON CLIP WJe3-TB MULLION CUP 6063-T6 1�AR 0 6 DEMON LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP (TORE MULLIONS) DEMON WAD CAPACITY - POP (TUBE MULLIONS) WINDOW (W) DIMS. uamrtl (T� t4t1LL SPAN 1 X3 STD. 1 X4 SPD. CUSTOM CU�1'QM 2 X 3 8X4 M. STD. 2X8 STD. 2X8 STD. 2X8 HEAVY WIND011 DiI WIDTH (w) N11U. SPAN 1 X3 STD. 1 X4 STD. CUSTOM CUS'T'OM 2X3 2X4' STD. STD. 2X 6 STD. 2 X 6 STD. 2 X 6 HEAVY III DIMS. WIDTH (W) MULL SPAN CUSTOM CUSTOM 1 X3 1 X4 2X3 2 X 4 2X5 RTD. STD. MD. STD. STD. 2X6 STD. 2X6 HEAVY �u ! Z 19-1/8' 20-1/2° 30" 37' 42' 48' 54' 60" 88' 72" 38-3/8" 180.0 190.0 180.0 190.0 150.0 180.0 180.0 19-1/8' 29-1/2' 30" 37' 42' 48' 54' 60' 88' 72' 74-1/4' 74.6 140.9 118.1 15MO 150.0 150.0 1900 19-1/8' 26-1/Y 30° 37• 42' 48' 54' 80' 68' 72' 120' - 37A 27.3 86.3 96.7 148.1 150.0 7AX C � C S Q 150.0 f80.0 150A .150.0 190.0 180.0 150.0 83.8 101.7 83.1 14&8 190.0 15MO 1804 - 27.3 - 39.9 "A 1055 150.0 180.0 150.0 1504 150.0 180.0 1800 150.0 47.5 89.8 73.4 131.3 T50.0 150.0 150.0 - 24.1 - 35.3 61.7 933 1SOA 150.0 160.0 150.0 150.0 150.0 150.0 150.0 38.5 72A 59.5 10&4 148.9 150.0 150.0 - - - 2&8 50.0 75.8 138A 149.6 150.0 190.0 180.0 190.0 180.0 180.0 33.9 84,2 824 93.8 131.2 1504 750.0 - - - 25.2 44.1 68.8 122.3 130.9 150.0 150.0 180,0 150.0 150.0 150.0 293 59.1 43.9 62.1 114.8 150.0 150.0 - - - 220 3&5 58,2 107.0 116.3 180.0 150.0 150.0 15D.0 180.6 150.0 25,4 499 40.8 72.9 102.1 138.2 180.0 - - - - 34.3 81.8 95.1 104.7 18&0 180.0 150.0 150.0 180.0 ISMO 23.8 44.9 35.7 65.6 91.8 121.7 150.0 - - - - 30.8 46.6 88.8 98.2 190.0 148.0 150.0 1500 150,0 1�A 21.6 40.8 33.4 S9.7 83.5 110.6 150.0 - - - - 28.0 42.3 77.8 87.3 149.1 134.6 150.0 150.0 150.0 190.0 - 37.4 30.6 54.7 785 101.4 150.0 - - - 28.7 36A 71.3 19-i/8° 26-1/2' 30' 3T 42' 48" 54' so. 88• 72' 30-5/8' 150.0 150.0 150.0 150.0 1sD.0 150.0 180.0 19-1/8• 26-1/2° 30' 37' 42' 48' 54" 80' 88° 72' 84• 51.5 110.1 79.5 1504 150.0 160.0 150.0 19-1/8" 26-1/2" 30" 37' 42° 48' 54' 80' 86• 72' 132' - 285 205 41.6 727 11&6 180.0 gi 0 Pdl� Ila 138.2 150.0 180.0 15&0 150.0 150.0 150.0 37.2 79.4 57.4 11&1 1504 IWA 150.0 295 30.0 525 53.4 150.0 120.3 150.0 180.0 150.0 150.0 180.0 150.0 328 702 50.7 102.8 1435 150.0 130.0 - - - 28.8 46.3 73.7 13&4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 2&8 58.9 41.i 83.2 116.4 150.0 iSMA - - - 21.8 37.6 89.7 109.8 S&9 138.0 132.8 19&0 150.0 180.0 150.0 23.4 50.1 38.2 73.3 1025 135.8 15M0 - - - - 33.1 52.6 96.7 to Z 0 � aF � 78.2 12D.8 116.0 180.0 150.0 150.0 130.0 205 434 31.7 644 89.7 111L8 150.0 - - - - 29.0 46.1 84.8 88.8 107.3 103.1 150.0 150.0 180.0 150.0 - 394 28.2 $7 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 98.6 92.8 141.2 150.0 150.0 150.0 - 3&1 25.3 514 71.8 98.1 1804 - - - - 23.2 38.8 87.7 54.7 879 84.4 126.4 180.0 180.0 180.0 - 31.9 23.0 40.9 88.2 86.4 150.0 - - - 21.1 335 615 80.1 805 .77.3 117.7 180.0 150.0 150.0 - 293 21.1 42'! 89.8 793 14&6 - - - - - 30.7 88.4 10-1/6- 26-1/2" 30' 37' 42' 48' s4' 80° 88' 72° W. 1439 15b.0 1504 150.0 150.0 180.0 180.0 19-1/8'345 26-1/2' 34' 37' 1 42° 48° 54' 60° 88° 72° 98• 74.0 53.3 1 1 150.0 180.0 1504 19-1/8' 26-1/2" M. 37' 42" 48" 54° 60' 88' 72° 144' - 21A - 320 5&0 894 15&0 g in }r Z g F s' tr ... 04 2 103.8 130.0 150.0 150.0 1504 150.0 150.0 244 634 3&4 78.0 124.4 150.0 1504 - - - 2&1 40.4 64.3 11&0 91.7 1473 141.4f 150.0 189.0 150.0 150.0 224 47.2 34.0 88.9 1099 148.6 150.0 - - - 20.4 35.7 589 104.3 74.3 119.3 114.7 150.0 150.0 160.0 150.0 - 3&2 275 55,9 89.1 11&0 150.0 - - - - 28A 464 84.5 85.5 105.1 101.0 150.0 180.0 180.0 180.0 - 33.7 24,3 1 49.2 1 78.5 104.0 150.0 - - - - 285 405 74.5 57.3 820 88.4 1345 150.0 150.0 150.0 - 295 213 43.1 6&7 91.0 t80.0 - - - - 223 355 65.2 80.9 81.8 71L8 119.5 15010 150.0 180.0 - 26.2 - 38.3 81.0 80.9 14&8 - - - - - 315 37.9 45.8 73.6 70.7 107.6 150.0 150.0 15MO - 23.8 - 34:4 84.9 72A 1337 - - - - - 2&4 521 41.7 889 64,3 979 138.8 180.0 lama - 21.4 - 31.3 41LO 883 121.6 - - - - - 25.8 47.4 383 81.3 88.9 89.8 125.4 1904 150.0 28.7 489 80.7 1115 23.6 43.4in - - - - - 19-1/e' 121.9 15MO 150.0 .180.0 150A 150.0 1804 10-1/8' 24.2 51.9 37.4 28-i/2' 884 141.2 135.7 150.0. 150.0 150.0 ISMO 26-1/2' -ARCM375 274 30' 77.7 1249 1194 180.0 180.0 180.0- 180.030• - 33.1 23A 3Y 834 101.2 973 1479 150.0 15MG 150.0 37' - 2&9 - 42' 585 89.1 11 130.3 180.0 150.0 150.0 42' - 23.7 - 48' 83' 4&8 TILO 1 74.9 114.0 1504 180.0 180.0 48' 108• - 20,7 - 54' 433 89.3 1 865 101.3 1419 189.0 150.0 s4' - - - 99 91.2 127.8 150.0 150.0 8o" - - - 88' 38.3 4.8 829 118.6 180.PRODUCT or 38.8 *ii.4 fl... 0 150.0 88' - - - 72' 324 76.0 108.0 1409 1$0.0 72' - - - ALL LOADS ARE EXT.(+)/INT.(-).I NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. 75:9 84.8 48.4 39.2 34.8 303 25.9 243 22.0 20,2 132.7 96.8 84.8 613.8 6114 52.9 47.0 423 3&5 3&1 TYPICAL 15MO 150.0 130.2 18&O 11&0 15MO 93.3 t5MO 82.2 18&0 714 132.1 63A 117.4 575 108.7 52.3 96.1 474 �.1 MULLION WIDTH (W} TO BE I � ROMA' MULLION R6ECTANO" SHAPE PRODUCT`it MULLIONj GLAZING GLAZING 7d PRODUCT GLAZING pRp PROCIUCT wt L W2AtUWON SPAN E ARRANGEMENTS 9r co�+ 114 PE 70882 ANO wt +yo2 CSN. 2 P Cam+nt 982012 @ o n m u $ drawing no.NILII�I�IONS 904-04 sheet 3 of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ANC170R 1 WA21NG aRorn7cr 6IUWON SPAN DESIGN WAD CAPACI77 -PSR WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. 190.0 ANCHORS TYPE 57.8 98.0 67.4 134.8 180.0 roV 14&8 WIOTH (W) NULL SPAN A H C D E WIDTH (ilk NULL STAN A 8 C D E WIDTH (9A� NULL SPAN A $ C D E 84.8 150.0 SB-1/8' 180.0 180.0 180;0 160.0 180.0 19-t/8` 118.0 180.0 150.0 1$0.0 190.0 19-1/8• 71.8 133.0 - 38.0 21.8 492 81.9 321 725 4s.1 ss.a 19-1/e• 28-1/2' 30° sr 42• 48' 94° 80• 88' 72• 26-1/2" 150.0 180.0 150.0 150.0 150.0 28-1/2° 83.7 180.0 1�.8 150.0 180.0 27.T 805 35.4 70.9 88.8 23.8 442 37.0 82.0 775 21.2 38.3 27.8 86.1 889 - 39.3 24.8 49.8 82.0 30' 3r 143.1 110.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 30° 3r 74.0 BOA 137.1 111.1 98.2 78.0 180.0 180.0 180.0 t50.0 tt0 vz, 42• 1022 150.0 132.9 150.0 150.0 , y 48` 38-3/8" 89.4 150.0 116.3 150.0 150.0 42• 48` saA 74-1/4' 482 9z9 85.7 �.7 80.1 t97.a 1202. 1.50.0 150.0 a S4° 79.8 147.3 103.4 150.0 180.0 94• 41.1 78.1 53.4 1089 133.8 rr �' 86" 71.8 69.0 132.6 120.9 93.1 84.6 150.0 150.0 150.0 150.0 �° 88' 37.0 33.6 88.5 82.3 48.1 43.7 982 87.4 120.2 1 �.3 3 n' 59.6 110.5 77.6 150.0 150.0 72° 30A 87.1 40.1 802 100.2 C 19-1/e° 150.0 150.0 150.0 150.0 150.0 19-1/8" 102.8 150.0 133.4 180.0' 180.0 28-1/2' 122.8 1SO.0 150.0 150.0 150.0 28-1/2° 74,0 137.1 98.3 180.0 1�.0 Y.1 30' 10&5 150.0 141.1 t5c.0 150.0 30" BS.4 121.1 85.0 1SD.0 1�,0 �1, D �- 3r 87.9 150.0 114.4 150.0 150.0 37° 53.0 882 88.9 137.9 180.0 42" 77.5 143.8 100.8 150.0 180.0 42` 48.7 888 80.7 1215 150.0 EE 48" 50-5/8° 67A 125.8 80.2 150.0 150.0 48' 84• 409 7b.7 83.1 108.3 732.8 W 60.3 111.7 7&4 150.0 150.0 94" 3&3 87.3 472 84.8 118.1 00' 54.2 100.5 70.5 141.1 150.a 80' 92.7 80.8 428 88.0 106.3 88• 49.3 91.4 84.1 128.3 150.0 as, 29a ss.1 38.8 r7.s 9&6 Z n• 452 ala 58.8 117.6 147.0 n• v,a soA 95,4 70.9 ee.e 0 19-1/8' 1455 150.0 150.0 ISD.0 150.0 18-1/8• 89.T 180.0 118.7 180.0 180.0 26-1/2' JO" 1072 94.7 150.0 150.0 139,4 150.0 150.0 28-1/2• 84.8 t20.0 842 150.0 iS0.0 4 ,t m 123.1 150.0 150.0 30' 97.2 108.0 74.4 148,8 750.0 lil 4 3r 78.8 142.3 99.8 150.0 150.0 37• 48.a as.a 80.3 t20.e 150.0 m 42• 67.0 125.3 88.0 150.0 150.0 42' 409 75.7 53.1 108.9 132.9 rte1 4b• 5a° 592 to9.7 77.0 150.0 150,0 48' 9B• 95.8 883 483 93.0 118.3 p n M 546 52.6 975 88.4 138.8 150.0 S4' 31A 88.9 41.3 82,7 103.3 Z CZ] g ` 47.3 87.7 81.8 123.1 150.0 80' 28.8 SSA 37.2 74.4 95.0 ii BB` 43.0 79.7 56.0 111.9 139.9 88' 28.0 482 33.8 8T.8 84.5 7 O v 72' 39.4 73.1 51.3 102-6 120.3 n' 23.8 442 31 A 82.0. 77.8 at 19-1/8' 138.7 150.0 150.0 150.0 150.0 19-1/8° 789 147.8 tQ$.7 180.0 190,0 28-1/2" 98.7 180.0 126.3 � 150.0 150.0 28-1/2` 57.8 708.7 74.9 149.7 180.0 ANCF� HORdZONTN. I9AJ.10I7 0 30" 872 150.0 113.4 150.0 150.0 30' 50.8 942 66.1 732.9 180.0 71� tiac.0OR E ANCHME ,c.0 ORE To BE ,a+O,� ,�,�Y SHAPE G 37• 70.7 131.0 91.9 150.0 150.0 Sr 412 78.4 93.8 1072 134.1 �� ` 42` 48' 9r 62.3 54.9 115.4 101.0 81.0 70.9 150.0 141.7 150.0 150.0 42' 46` 38.3 108' 37.8 87.3 88.8 472 41,3 94.8 82.7 118.1 103.3 VERTICAL ; i�ys ¢111 S4" 48.4 88.7 80.8 83.0 58.7 126.0 113.4 150.0 141.7 94° 282 82.9 47.1 38.7 33.1 793 88,1 81.8 82.7 1110U0N c 86' 39.6 73.4 SIS 103.1 128.0 88' L21.2 L43.6 42A 30.1 80.1 792 M AM CIAaNO 'f SI T2' 38.3 87.3 472 845 it&1WiODUCT 72` 39.3 27.8 88.1 68.9 i ALL LOADS ARE EXT.(+)/INT.(-). ABC,D . E NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER AA E A.1 wz °e w LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. TYPICAL MULLION ARRANGEMENTS �0 S (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) clvn.�' �REVISED ®�� WIDTH (W) m Wl z W2 CAN.FLk PC � � � ANCHORS TYPE 'o' AND 'E' APPLICABLE TO y 3 � drawing no. Moo-o4 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ANCHORS ALL TUBE MULLIONS. 0 8 ZOtiZ sheat 4oi 8 PR0�0 0 GU1Z84G PRooucr ANC170R 1 WA21NG aRorn7cr 6IUWON SPAN 28-1/Z' 30' 3r ea• 48` 54° 80" 88° 7z• 120° 93.4 190.0 1�.0 57.8 98.0 67.4 134.8 180.0 49.8 84.8 88.5 779.0 14&8 37.7 ea.e 48.3 98.s tzo.s s27 eo.s szs a9.o loss 28.8 83.0 372 74.4 93.0 28.4 47.1 33.7 88.1 82.7 22.9 42.4 29.8 89.5 74.4 20.8 SBS 27.7 94.1 87.8 - 35.9 za.s 49.8 Bz.o 19-1/B" a8-1/2° SD° 37" 42' 4B• s4• 80° 88° 7a° 132° 89.3 120.8 84.8 150.0 790.0 47.7 87.7 61.3 1225 150.0 41.a n.t sa,1 toe.z 19.5.3 33.7 62.6 43.9 87.7 109.7 29.7 99.1 38.8 77.3 98.8 aa.o 48.2 33A W.9 845 23.1 az.e 30.7 Bo.t 7s.a 20.8 38.8 27.1 84.1 87.8 - 38.0 21.8 492 81.9 321 725 4s.1 ss.a 19-1/e• 28-1/2' 30° sr 42• 48' 94° 80• 88' 72• 144' 59A uaa n.e 1.50.0 1.50.0 432 80,0 862 112.3 140.4 38.1 70,7 49.8 992 124.0 909 s7.3 40.2 �.a 100.9 27.T 805 35.4 70.9 88.8 23.8 442 37.0 82.0 775 21.2 38.3 27.8 86.1 889 - 39.3 24.8 49.8 82.0 - 321 225 48.1 58.4 28.4 20.7 41.3 51.7 PR0�0 0 GU1Z84G PRooucr ANC170R 1 WA21NG aRorn7cr 6IUWON SPAN 1/4' MA. ULTRACONS CUP (1 ON EACH WING) OOO 1/4' DIA. ULTR CUP (I ON EACH XID BUCK OR WOOD 1RUCIIA2E 1/4' DIA. ULTRACOMS 1 PER ANGLE —[— CUP BESIDE MULL 014 SMS 1-3/4• D.C. MIN. 2 PER ANGLE 1/4' DIA. ULTI 1 PER CUP INSm MULL #14 SMS 2X 2X 1/B" . ANG 2x2x ALUM ANDY$1/g 1/4' DUL ULTRACONS (,CLIP (2 ON EACH ODO 1/4° DIA. ULTRACONS -- ---- 4 PER CUP (2 ON EACH TCM) ANCHORS TYPE 'B' as mftFimids 1/4• rmA, uLTRACONS BY 'oLCO• F ULTRACONS MAY BE HU OR FIAT READ SUBSTIRATE Ed. - MDL. ELME DIST. ION. EMBEOMEM wow'-3/8 BLOCK 2-1/2' ' 1-1/4' CRETE 2-1CNpCMLCON /2• 1-1�2• CCANN. ]LTS . ALL CLIPS AND ANGLES TO FIT SNUO INFO TGEE MILLIONS. CUPS OR ANGLES CDNNECIED WWC LY TO MASONRY TO BE PRDIECIEO WDH ALKALI -RESISTANT COATINGS, SUCH AS BMIMINOUS PAINT OR WATER-WFXTE 6$IiACRYLATE IACGUER. dra o. M04-04 6 2012 e11ee(s u1 8 L%Mtu //4. OLA. ULTRACONS 2 PER ANGLE 11 Ii hh -� 8 CLIP RaW MULL 11 I I I1 I I 2 X 2 AI.UA! Af�Li QQ dl 1-324PFR I I 1 I ANCLE I I � Q 1/4• MA. ULTRAIMS 2 PER ANGLE Z O a W SI, 1 I �z�� CLIP INSIDE MULL !II II j i II 2 x 2 x 1 g 7 a 0 1; /14 SMS U U MNl dra o. M04-04 6 2012 e11ee(s u1 8 1/4- DIA tILTRACONS 2 PER CUP (1 ON EAC" W21G} .- 4 FLOATING CUP SNUG FIT INSIDE MULL 814 SMS 1-3/4' 0.C. M9i. 2 PER ANGLE ,. ' i OIIN... • 1 . IULTRACONS 2 PER CUP (1 ON EACH WdiO} 1/4•. WL ULTRACG 1 PER AN 1/4' DIA. ULTRACONS 1/4' OIA. ULTRACONS BY 'ECO' liwwbm12" 8 3� yWl� 1/4- DIA. IJLTPAC0145 ULTRACCNS MAY BE HEX OR FIAT HEAD .I 2 PER ANGLE Il ` c. ... 1/4- DIA tILTRACONS 2 PER CUP (1 ON EAC" W21G} .- 4 FLOATING CUP SNUG FIT INSIDE MULL 814 SMS 1-3/4' 0.C. M9i. 2 PER ANGLE ,. ' i OIIN... • 1 . IULTRACONS 2 PER CUP (1 ON EACH WdiO} 1/4•. WL ULTRACG 1 PER AN 1/4' DIA. ULTRACONS LOCATION OF SCREWS CONNECIOVG ANGLES TO TUBES ANCHORS TYPE 'O' APPLICABLE FOR 4", S" AND 6' TUBE MULLIONS >=laaido • 1/4' OIA. ULTRACONS BY 'ECO' liwwbm12" 8 3� yWl� 1/4- DIA. IJLTPAC0145 ULTRACCNS MAY BE HEX OR FIAT HEAD Aetirap»e � 2 PER ANGLE SUBSTRATE Ed. A MOI.E0.,E DIST. 6j N. EM DMLM ` c. 0 '4 Engn40 ,.1410 FUS !'E� $ MM BLOCK 2-1/2- 1-1/4' '+ ^r 11 11 W s .- 11 II ALUM2ANGLE IDE MRA, 4 PT7t/4 SMS AN I I It I 1 UI ll�� �1i O Ed. U) o a W g I I I I r O ; ~ J to I I � IM- 1/2•(2) L----------------- I 1 3' I 1 I Z_ 5 5 z, LOCATION OF SCREWS CONNECIOVG ANGLES TO TUBES ANCHORS TYPE 'O' APPLICABLE FOR 4", S" AND 6' TUBE MULLIONS >=laaido • 1/4' OIA. ULTRACONS BY 'ECO' liwwbm12" 8 3� yWl� ULTRACCNS MAY BE HEX OR FIAT HEAD Aetirap»e � SUBSTRATE Ed. A MOI.E0.,E DIST. 6j N. EM DMLM ` c. WOOD 7" 1-3/B" Engn40 ,.1410 FUS !'E� $ MM BLOCK 2-1/2- 1-1/4' CONCRETE 2-1/2' 1-if2' ALL CLIPS AND MOLES TO FIT SNUG INTO TUBE MULUOM ' CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 10 BE PROTECTED WITH ALKALI -RESISTANT COA'ONGS, SUCH AS BTTUMINGLIS PAINT OR WATER-WHTIE METHACRYLATE LACQUER. ANCHORS TYPE 'CR ®g I'll S " g 8 n drawing �nAo. M04-04 eheel 6 01 $ 8/I9" MAL ULTRACOMS Ed. 4 PER CLIP (2 ON EACH 9YING) CLIP INSIDE MULL 14 4 A 5/18' OAL ULTRA 2 PER A 2x2XI1W ALUM ANGLE Tl� caNNECTwG ANCHORS TYPE 'E' APPLICABLE FOR 4". 5" AND 6" TUBE MULLIONS 511V DIA. ULTRACONS BY 'ELCO' ULTRA=M MAY BE NE% OR FLAT HEAD SUBSTRATE I Ed. + MML EDf$ ORT. MIN. EMBEDMENT CONCRETE 2—i/2' 1-3/4' ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. (LIPS OR ANGLES CONNECTED OMCTLY TO CONCRETE TO BE PROTECTED MM ALKALI—RESRTANT COATCC% SUCH AS MUMBIOUS PAINT OR WATER—WHITE METHACW"TE LACQUER. i i ngr,.J VA�Dp A7 AO � .a ..FLA. CKhIL�2 .� •o droWing no. p g X012 M04-04 sheet 7 of 8 114 SMS SEE CHART FOR OUANf W /10 FH z/ 1/8• Timet ALUM C LENGTH TO A INTO I TUBES MAY BE NOTCHED ASSHOWN TO ALLOW MMIALLATION Of CUP ANGLE CAULK JOIN' AFTER ASMUSLY ACCESS HOLE / 7H64 SCREW CAN SE i �ptU 1 MSTALLEO W�EpRHER I 3 DSBCRON W A . i ," 0 .1 1-3/4" % 2' X 1/0" (FOF 3/4" K 2" X 1/0" FOR CUT TO FIT SNUG ANCHORS DETAIL # METAL TO METAL CONNECTION N SCREWS 1E MULUON 1 FTI SMS 114 SMS SUBSTRATE Ed. m MIN. EDGE OCTr. MIN CL TO CL SPACING ALUMINUM S/S' i EnWn 4WAD CNa< i NA. CAPE A -�38 Buuft co /201437 S9