The URL can be used to link to this page

WS-10-34# ( ,1) AP' 4C BUILDING PERMIT APPLICATION FBC 2(Xr Permit Typ • : UILDING ROOFING° Owner's Name (Fee Simple Titleholder) C .-- A /WLx F. Owner's Address <c. /V/i/ /// 5f City ,./74. , State mi. Zip . 3/& Tenant/Lessee Name Email / k Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address City State Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ave P i1 "7 / - ca /r NO o c Master Permit No. Phone # s /v4/ /// • 7` County Miami -Dade Phone # Zip Permit No. I l Phone # Notary $ Training/Education Fee $ Scanning $ 1 Radon $ DPBR $ Double Fee $ Violation date: Zip s Value of Work For this Permit $ ) 600 • 00 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace Describe Work: /44 4- ';A/,Qbe✓S imemmicip la JAN 082010 Jib BY: r ‘‹.-- ) ° Flood Zone ?c - ,? -asp/ Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail DI Demolition ********* ** * * * * * * * * * * * * * * * * * * * ** * * * * * * *F es ************* * * * * * * * * * * * * * * * * * * * * * * * * *** **** 08F, n JAt Submittal Fee $ — 5n* ()0 Permit Fee $ oc 'CO CCF $ '• ►t l CO/CC . $ n /� Technology Fee $ pC '40 Bond $ Structural Review. $ Total Fee Now Due $ p�5ep • �� See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection ee will be charged. Sign: Owner or Age The f going instrument was ac day 6 /Y► w 0 1 2010, by Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by IP who is personally own to me or who has produce M (7 who is personally known to me or "who has produced 117 As identification and who did take an oath. as identification and who did take an oath. Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) 4t` �� Gc., J Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: . * * * * * ****** * ** * *** * *** * *** ** ** **x ** ** ** * * * ** * * * * * * * * * ** * * * * * ** pax *, ********** ****** * * * * ****** * *** *** * * **** APPROVED BY E%7G /� /140 Plans Examiner Zoning Engineer Clerk checked Inspection Number: INSP - 132945 Permit Number: WS-1 -10-34 Scheduled Inspection Date: September 30, 2010 Inspector: Bruhn, Norman Owner: Job Address: 52 NW 111 Street Project: <NONE> Miami Shores, FL 33168 -4322 Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360030370 14 IMPACT WINDOWS REPLACEMENT Passed ‘beg '67/`J) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments eL September 29, 2010 For Inspections please call: (305)762 - 4949 Page 1 of 18 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 77 PERMIT NO. TAX FOLIO NO../ e/36 003 G 7 STATE OF FLORIDA. COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with' Chapter 713, Florida Statutes, the following information is provided hi this Notice of Commencement. 2. Description of improvement: R 42' � 42 OA/ 5 e and address: 3. Owner(s) na 0/4/ er Interest in property: Name and address of fee simple titleholder. '° /e name and address: sT TEOF 1HE uigmel file RIDA, COUNTY OF 4. Contractor' 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whon$l provided by Section 713.13(1)(a)7., Florida Statutes, / /�- By /L ` l Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. / / Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen Signature of Owne Print Owner's Name Sworn to and subscribed before me this Notary Public Print Notary's Name escri •tion of property and tree address: My commission expires: 123_01 -52 PAGE 4 8/02 • day of , - 20 _. • 4 •: , \ 11,111‘ 11111110111111 11111111111 CFN 2011_I(-OIC)78'983 OR Bk 27172 F's 2403; (1Ps ) RECORDED 02/04/2010 12:52:54 HARVEY RUVIN, CLERK. OF COURT IIIAHI -DADE COUNTY, FLORIDA LAST PAGE Prepared by y N GOP WITINA td OWNER BUILDER DI CLOSURE STATEMENT NAME: J�II , reila DATE: g OCQ ADDRESS: - Y \\W 1 I,S4 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 permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. if you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building pemtits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial • 3. I understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. r Initial CJ 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or teased within 1 year after the construction is complete, the law will presume that t built or substantially improved it for sale or lease, which violates the exemption. Initial 0 5. I understand that, as the owner - builder, I must provide erect, orsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Intial___ 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My 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. Intial_ 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions' Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htta:/ haww. mvfloridalicense .com/dbor /prolciib/iindex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible forte proposed construction activity at the following address: 02. ►� ! It I St 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information t I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial Toss that you sustain as a result of contractor may be in civil court It is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this (.g day o OWNER who was personally known to me or who has Produced there License or k_)11 identification. as 2010 Initial C (- NOTARY cz yA me ON rsso *as vicDONV PERMIT #: ( G/ 3 cf DATE: / 7 0 ractor Owner ❑ Architect Picked up 2 sets of plans and (other) a b �iL. 1 'x" 69 SCii &'S Address: .5-7-- 77/ S From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: EaD PERMIT CLERK INITIAL: RECEIPT Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10- J r Job Name , 4909 - -- /NO �..-_ Z A/titoAra " ell. A f+' der .Liar s/!I €01 e4r. rrr Gc.../ Building Critique Sheet M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 #1* 1 e 4 e / 1)( :4(6 NO ; 06-0 coat P ,volt 06 6(3 ¥ 62 3,24. <215410iIMMINIEWO s e24 7,44y? 3 0 sssoLJ 37 Ot-olGr fivithot-007 11 )' 4 i1 NT-A 4 14. :777 LL. r....,:truc CL 4/11 c 0 . , c L f). . :17 F N(14 01 0 iQ 7 .0 70 0.77 . -„A • Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20_ - 48.3 +44.4 Tributary Area • Ft 40 -482 +42.3 45 - 45.9 +41.9 50 -45.5 +41.6 10 15 20 Tributary Area Sq Ft) 40 45 50 25 - 47.8 +43.7 30 - 47.1 +43.1 35 -46.6 +42.7 25 30 35 0 -15 ft -50.4 +46.5 492 +45.2 0 -15 ft -622 +48.5 '59.8 -58.0 +45.2 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft -51.1 +47.1 49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 -47.7 +43.7 -47.3 +43.3 46.8 +42.9 -48.5 +42.5 -462 +42.2 18 ft -63.1 +47.1 - 80.8 -58.8 +45.9 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +422 18 ft -52.4 +48.3 - 51.1 +47.0 -502 +46.1 - 49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +439 117.7 +43.6 -47.3 +43.2 18 ft -64.8 +48.3 -62.1 -60.3 +47.0 +46.1 - 58.9 +45.4 - 57.8 +44.8 - 56.8 +44,3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 - 50.0 +45.8 49.5 +45.3 -49.1 +44.9 -48.7 +44.5 - 48.4 +44.2 20 ft - 66.1 +49.4 - 63.5 - 81.6 +48.1 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 - 572 +445 -56.4 +44.5 -55.8 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 ft -67.4 +50.4 54.8 52.9 +49.0 +48.1 -61.4 +47.4 -60.2 +48.8 -59.2 +46.3 -58.4 +45.8 - 57.6 +45.4 -56.9 +45.1 24 ft 55.6 +51.3 - 54.3 +49.9 53.3 +49.0 -52.8 +48.2 -52.0 +47.6 51.5 +47.1 -51.0 +48.7 -50.6 +46.3 - 50.3 +45.9 24 ft - 68.7 +51.3 - 66.0 44.1 +49.9 +49.0 - 62.6 +48.2 -81.4 +47.6 50.3 +47.1 -59.4 +48.7 - 58.7 +46.3 58.0 +45.9 28 ft -58.6 +522 - 552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26ft 59.8 +522 -67.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 51.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -57 +53.0 -56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -88.2 -682 +51.8 +50.6 -84.6 +49.8 53.4 +492 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -692 - 87.1 +52.3 +51.3 - 65.6 +50.6 - 64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -80.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 55.9 +51.3 552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 - 70.1 58.1 +53.1 +52.0 56.5 +51.3 552 +50.8 44.1 +50.1 53.1 +49.6 -62.3 +492 -61.6 +48.8 ft -599 +552 -584 +53.7 574 +52.7 56.8 +51.9 559 +51.3 -55.4 +50.7 -549 +50.2 -54.5 +49.8 -54.1 +49.4 ft -732 +55.2 -71.0 -68.9 +53.7 +52.7 57.3 +51.9 :- 66.0-. +51.3 -64.9 +50.7 -64.0 +50.2 .-63.1 +49.8 -62.4 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 - 56.1 +61.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 ft -74.8 +55.9 -71.9 59.8 +54.4 +53.3 - 88.1 +52.5 -88.8 +51.9 -65.7 +51.3 -64.7 +50.8 - 83.9 +50.4 -83.1 +50.0 38 ft -81.3 +56.5 - 59.8 +55.0 58.7 +54.0 57.9 +53.1 57.3 +52.5 -58.7 +51.9 562 +51.4 - 55.8 +51.0 55.4 +50.6 ft -75.7 +56.5 -727 - 70.6 +55.0 +54.0 58.9 +53.1 -67.6 +52.5 58.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -88.3 +53.0 -872 +52.5 -882 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft 52.6 +57.7 -61.1 +562 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -74.2 -72.1 +582 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 - 66.9 +52.5 -66.0 +52.1 -852 +51.7 44 ft -632 +58.3 -81.7 +56.7 -60.8 +55.7 59.7 +54.8 59.1 +54.1 58.5 +53.5 - 58.0 +53.0 57.5 +52.6 57.1 +52.2 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 - 71.1 +54.8 59.7 +54.1 58.5 +53.5 -67.5 +53.0 -68.8 +52.6 -85.8 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 46 R -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 - 892 +54.0 -682 +53.5 -67.3 +53.1 56.5 +52.7 48 ft 54.4 +59.4 - 62.8 +57.8 -61.7 +56.7 -60.8 +55.8 40.1 +55.1 59.6 +54.5 - 59.0 +54.0 58.6 +53.6 -582 +53.1 48 ft -795 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 71.0 +55.1 59.8 +54.5 58.8 +54.0 57.9 +53.6 57.1 +53.1 50 ft - 649 +69.9 -63.4 +58.3 -622 +572 -61.4 +56.3 - 60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 - 58.7 +53.6 ft -802 +59.9 -77.0 74.8 +58.3 +57.2 -73.0 +58.3 71.6 +55.6 -70.4 +55.0 -69.4 +542 - 88.5 +64.0 -67.6 +532 52 ft -65.5 +60.4 - 83.9 +58.8 -82.8 +57.6 -61.9 +58.8 - 612 +56.1 -60.6 +55.4 -60.0 +64.9 -59.8 +54.5 -592 +54.0 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.8 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -882 +54.0 ft - 66.0 +60.8 -64.4 +592 - 83.3 +58.1 -82.4 +572 -81.7 +56.5 -81.0 +55.9 50.5 +55.4 -60.1 +54.9 59.8 +54.5 ft -81.5 +60.8 -78.3 -78.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.8 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 R -66.5 +61.3 -64.9 +59.7 - 83.7 +58.5 -62.9 +57.7 -62.1 +569 -81.5 +56.3 -61.0 +55.8 -80.5 +55.3 - 80.1 +54.9 ft -82.1 +61.3 -78.9 -78.8 +59.7 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -67.5 +622 - 65.8 +60.6 -64.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -82.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 ft - 83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +5.1 -70.3 +55.7 03/02/2009 - 5:01 pm troyb 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES r -o F: \03 Elements 110 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg REMARKS WR ISSUE REVISE FOR 07 FBC DRWN CHKD CL FLB TSB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR,P.&?T WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. 'ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE' WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. 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. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY. AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILTTY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FQR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzto1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI= +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS DCPRESSLY PROVIDED HEREIN, NO ADDTTIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I 1 -C1 ELEVATION I WALL ZONE FIGURES ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT BUILDING CODE COMPLIANCE OFFICE (BCC O� Y: PRODUCT CONTROL DIVISION JAN 1 9 2010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ° °° 'VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.rov/buildinecode NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33r 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or . material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4302 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the "Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 # 03- 0314.07 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0902.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1`1 A. DRAWINGS 1. Manufacturer's die, drawings and sections. 2. Drawing No PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P E. (Submitted under previous NOA # 03- 0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 08/20/08, signed and sealed by Franco Hernandez, P.E. Complies with ASTM E1300 -02 D. .QUALITY ASSURANCE ' 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No, FTL 3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under. previous NOA # 03- 0314.07) G. OTHERS 1. Notice ofAcceptance No 03- 0314.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — Impact", approv;n 09/11/03 and expiring on 09/11/08. E -1 Manuel Pe .E, Product Control er NOA No. 0:- i'02.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 W]NDOW SIZE L X S INCHES DESIGN PRESSURE CHART - PSF HOMER OF ANCHCBS POS. • NEG. �� INCUNEC SIDE SHORT SIDE 108 X 26 11 12 3 75.00 75.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 T1 3 80.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 55.50 55.50 78 X 26 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 72.00. 72.00 63 X 39 7 8 5 83.78 83.78 63 X 37 7 8 4 86.32 86.32 63 X 26 7 8 3 _ 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 8 5 73,13 73.13 53 X 46 6 7 5 78.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 48 X.39. _ 5 6 5 90.00 90.00 46 X 37 5 8 4 90.00 90.00 46 X 26 5 8 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 28 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 78.42 76.42 74 X 37 8 9 4 79.10 79.10 74 X 26 8 9 ' 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 SHOT SIDE (S) II. A RECTANGLE TYPICAL ELEVATION TYP. 90 CORNERIDETATr. VIELD SEE MONS 11101E • r.DEM-tera.42._ ANCHORS:. 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500.A653 OR A38 WITH 12 Go MINIMUM WALL THICKNESS. • ALUMINUM ALLOY 6063-T5 WITH 1/8' MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2' MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING 000E. GLASS: 0.34' OVERALL LAMINATED GLASS USING TWO LITES OF HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WELDING. • • FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH FILLER ALLOY • 12060L as canevisgvatta thei Me& Stub% Cer:Z. Astkposs4 I RI: tWzrata • TRAPEZOID TYPICAL ELEVATION 8 9-z5-08 FRANCISCO MEOW= R.O PE # SINS RE D 08-11-09 8. 1/21' wwwom ORAME40 NO. PW08-01 SHEET 1 OF 8 r41 DESIGN PRESSURE CHART - PSF NUMBER OP - ANCEICRts POS. NEC. SLL JAM o TOP 26 X 108 3 11 4 90.00 90.00 26 X 96 3 10 4 90.00 90.00 26 *91' - 10 4 ' 90.00 90.00 26 X 84 3 9 4 90.00 90.00 37 X 78 4 8 8 55.50 55.50 26 X 78 3 8 4 90.00 90.00 19 X 78 3 8 3 90.00 90.00 46 X 83 5 7 .72.00 72.00 39 X 63 5 7 8 67.20 67.20 37 X 63 4 7 6 70,10. 70,10 26 X 63 6 7 4 90.00 90.00 19 X 63 . .3 7 3 90,00 90.00 48 X 48 5 5 7 '73.13 73.13 48 X 53 5 6 7 72.00 72.00 39 X 53 5 6 6 82.50 82.50 37 X 53 4 6 6 84.00 84.00 26 X 53 3 6 4 90.00 90.00 19 X 53 3 8 3 90.00 90.00 39 X 46 5 5 6 '90.00 90.00 37 X 48 4 5 6 90.00 90.00 26 X 48 3 5 4 90.00 90,00 19 X 46 3 5 ' ' 3 90.00 90.00 37 X 38 4 4 8 90.00 90.00 26 X 38 3 4 4 90.00 90.00 19 X 38 .3 4 3 90.00 90.00 26 X 26 .3 4 90.00 90.00 19 X 26 3 3 3 90.00 90.00 39 X 74 ' 5 8 6 66.60 68.60 37 X 74 4 8. 6 57.00 57.00 26 X 74 .3 8 4 90.00 90.00 19 X 74 3 8 3 90.00 90.00 CORNER DETAIL 45SDEILY WRVS #8 X 1 • MN ra UPRIGHT RECTANGLE WITH CIRCLE TOP - TYPICAL ELEVATION ANCBORS• I. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL, 2. FOR CONNECTION TO METAL STRUCTURE USE I/4" •SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 8063-T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2B1' WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: • 0.34" OVERALL LAMINATED GLASS USING TWO LEES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110. INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT RENEWED as swasplyisse with the Florida 0484148CO5. Aoseptsaco No 013-0• 02.10 Dato 9 RANCE= #1131WWDEZ RORK* P0 11 81393 Sunshine Windows Idonufaciuring, Inc. 1745 W. 37cd Mewl Wash. 84614 331.117 (3215)384-9052 Ros(305)828-15118 I I RF Data 08-18-08 5.4.4 Rs 00-23-08 Reviskes DRAWING NO. PW08 1 SHEET 2 OF 8 WINDOW SPld? W X a maw - DESIGN PRESSURE CHART - PSI? NUMBER OP ANCHORS POS. NEG, SILL CIRCLE TOP JAMBS 108 X 26 11 16 3 90,00 90.00 96 X 26 10 14 3 90.00 90.00 91 X 26' 10 14 3 90.00 90.00 84 X 26 9 13 3 90.00 90.00 78 X 37 8 12 4 55.50 55.50 78 X 26 8 12 3 90.00 90,00 78 X 19 8 . 12 3 • 90.00 90.00 63X46 7 10 5 72.00 72.00 6.3 X 7 10 4 67.20 67.20 63 X 37 7 10 4 70.10 70.10 63 X 26 7 10 3 90.00 90.00 63 X 19 7 10 3 90.00 90.00 46 X 46 5 7 5 73.13 73.13 53X46 6 9 5 72.00 72.00 • 53 X 39 6 9 4 82.50 82.50 53 X 37 6 9 4 84.00 64.00 53 X 26 6 9 .3 90.00 90.00 53 X 19 6 9 3 90.00 90,00 46 X 39 5 7 4 90.00 90.00 -. 46 X 37 5 7 4 90.00 90.00 46 X 26 5 7 3 90,00 90.00 46 X 19 5 7 3 90.00 90.00 38 X 37 4 6 4 90.00 90.00 38 X 26 4 . 6 3 90.00 90,00 38 X 19 4 6 3 . 90.00 90.00 26 X 26 3 4 3 90,00 90.00 26 X 19 3 4 .3 90.00 90.00 74 X 39 8 12 4 56.40 56.40 74X37 8 - 12 4 59,10 59.10 74 X 26 8 12 3 90.0 0 90.00 74 X 19 8 12 3 90.00 90.00 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1 /4'•SIAS. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 ' .� OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8' MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR W000 STRUCTURE USE 1/4" SUS 1 1/2- MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34' OVERALL LAMINATED GLASS USING TWO LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1116 INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY WINDOW SIZE NV R H INCHES DESIGN PRESSURE CHART - PSF NUMBER OP ANCHORS POS. • 'NEG. _ SILL ARCH 108 X 26 - 11 14 90.00 90.00 96 X 26 10 13 90.00 90.00 91 X 26 10 13 90.00 90.00 84 X 26 9 12 90.00 90.00 78 X 37 8 14 55.50 - 55.50 78 X 26 8 12 90.00 90.00 78 X 19 8 11 90.00 90.00 63 X 32 7 12 75.00 75.00 63 X 26 7 10 90.00 90.00 63 X 19 7 9 90.00 90.00 48 X24 5 9 90.00 90.00 53 X27 6 10 90.00 90.00 53 X19 6 8 90.00 90.00 46 X 23 5 9 90.00 90.00 46 X 19 5 8 90.00 90.00 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90.00 90.00 74 X 37 8 14 57.00 57.00 74 X 26 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4 ELCO TAPCON WITH 1 1/2 MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4 sMs. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-15 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNEcT1ON TO 2Tly WOOD BUCK OR *000 STRUCTURE USE 1/4 smS i 1/2- MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE (HASS: 0.34 OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. NVELDING: • FOR CORNER WELDED CONNECTIONS USE 1/8* FILLET WELEI WITH 1 1/4 MINIMUM LENGTH MADE WITH ER4043. FILLER ALLOY pa T RENEWED te "b the • e . 0240 5rnDt 0. 4111It By n 4 1^e ° P -19 WNW= NERIONN2 R. PE # 51383 °mole NO. PW08-01 . SHEET 4 OF 8 DESIGN PRESSURES Pos1TIVE =+90.00PSF NEGATIVE =- 90.0OPSF DESIGN PRESSURES PosTTIVE = +90.00ESP NEGATIVE =- 90.00PSF CORNER DETAIL #I TYP. 911 CORNER DETAIL 110 sca>:Trs /e x 1" DESIGN PRESSURES POSITIVE = +90.00PSF NEGATIVE =- 40.00PSF ANCHORS- 1 . FOR CONNECTION TO CONCRETE BLOCK USE 1/4" EICO TAPCON WITH 1 1/27 MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM ASMA653 OR A36 WM4 12 Ca MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063—T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8 ".. HEAT STRENGTHENED GLASS WITH A 40.080 SAFLEX 1110 INTERLAYER FILM. WELDING: • FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043. FILLER •ALLAY 1/' • '1[1711 '�- -08 6000060 44301 MAMA 1.E 61383 ORONO* N6. PW08-0 1 SHEET 5'OF 8 OCTAGON • • TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00PSP MAME= -90.00PSP CORNER DETAIL #1 HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.COPSP NEGATIVE= -90.03PSP 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4* 0_co TAPCON WITH 1 1/2 MINIMUM EMBEDMENT INTO WALL: • 2. FOR CONNECTION TO METAL STRUCTURE USE ye SMS. STEEL MATERIAL SHALL CONFORM TO MTH A500.A653 OR A36 NM 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-T5 WITH 1/8' MINIMUM WALL THICKNESS. J. FOR CONNECTION TO 2BY *000 BUCK OR WOOD STRUCTURE USE 1/4 SMS 1 1/2 MINIMUM EMBEDMENT INTO W000 GLASS: • 0.34" OVERALL LAMINATED GLASS USING IWO arts OF 1/8- HEAT STRENGTHENED GLASS WITH A 0,090 SAFLEX IIIG INTERtAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8- FILLET WELD WITH 1 1/4 MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY • PRODUCT' RENEWED as cr.lying with tba Ficaitia Wading Code A c e c s . , c „ 1 4 , , , • 0 02 .10 '1 Deb ?LIES ff.: 4 70 ,/ .‘„ 9 —25 es FRANCISCO NERKVICEZ LC w pc # CMS -fm RF Dott. Costa WNW.= 09—p—O s %Macro now* I. PW08 —0 1 SHEET 6 OF 8 - 1/4' MAX. SRN SP. • ATTACHMENT TO MASONRY TYPICAL ANCHORS a. - -1/4" TAPCONS 1 1/2' WE EMBEDMENT MHRO MASONRY THROUGH 1" BY *000 BUCK y (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUOS FOR.JAMBS, HEAD AND SILL 2 1/2" MIN. - 2 1/2' MIN ATTACHMENT TO PRECAST SILL TYPICAL ANCHORS —1/4" TAPCONS 1 1/2" MIN. EMBEDMENT INTC MASONRY (FOR MAX. ANCHOR SPACING AND NARMBER OF ANCHORS REFER TO E/EVA110NS AND DESIGN PRESSURE CHARTS.) DETAIL YAMS FOR SILL ONLY TYPIC A SECTIONS ATTACHMENT TO MULLION DETAIL' • BY WOOD Bock TYPICAL ANCHORS 1/4" SMS 1 1/2 MIN. PENETRAI1ON IIIO W000. (FOR MAX. ANCHOR SPACNG AND NUMBER OF ANCHORS REFER TO ELEVATIONS ANO DESIGN PRESSURE CHARTS) DETAIL YAUDS FOR JAMBS. HEAD AND Sal. ATTACHMENT TOWOOD MNMhDADE COUNTY APROVED UWON 1/4' SMS THROUGH METAL (FOR 1MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS NO DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR .WIGS. HEAD AM) SILL • 2 1/2" MIN. • 1/4" MAX. SIAM SPACE ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMMUM.1 /b' MIN. THICOME55) z 2 1/2' MIN. ATTACHMENT TO MASONRY TYPICAL ANCHORS /4" TAPCONS 1 1/2' MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING ANO t4UMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DEAL YAWS FOR Sat ONLY - PRODUCT it: • • 47, as usorAytaa 13.ite, C A • Expiration � 1)me •1�IMi�' 'TYPICAL MOORS 1/4" SMS •IROUGH -METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS MID DESIGN PARE CARTS.) OETAL VALETS FOR JAMBS, HEAD AND Sal 0411 GROUT O1' 0000 SUCH 0 q- 25'-08 FRANCS= HEN0102 ROR11A PE '.)1541 mo d. 4,, RF 'Dated 00 -18-08 Saws 1/2".4' NevINWOS -25-04 NsNaWm DROW N0. PW08 -01 SHEET 7 OF 8 ITEM* PART DESCRIPTION MATERIAL. 1 SW - 101 HEAD. SILL AND JAMB 6063-76 2 SSW -101 CURING BEAD 6063 -T6 3 ANCHORS SEE ELEVATION SHEETS < i 6' X 1 PH S.M.S ASSEMBLY SCREW 5 .300' LAMINATED CLASS /HEAT STR SEE GLAZING DETAL. SHEET 7 6 _ STRUCTURAL SILICONE DOW CORNING 699 SECTION A - A GLAZING DETAIL SECTION B - B MATERIAL LIST 1 ITEM No. T ITEM No. 2 PART SSW -101 GLAZING BEAD, PART SW -101 PRAMS mama 9�°+el.na d° Spam • L1 /WC_� 2. el- 25'-0$ FANIWOD MEMO Q maw PE 4 Et.3 RF 0°Ir 06 -1 6-46 wow V2'a1 testa° 09 -23-06 Itnobioni 099646 Ho. PW08-0 1 SHEET 8 OF 8 MIAMfDADE. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this .product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 11508-01, titled "Series 1650 Aluminum Horizontal Sriaftt'g Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, re ecl t manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Prant,(ontrotApp stamp with the Notice of Acceptance number and Approval date by the Miami- Dadegcgo y Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name of leggpcity, stitenind following statement: "Miami -Dade County Product Control Approved ". unless otherw4ated herein, RENEWAL of this NOA shall be considered after a renewal application has heen fi ed ancgthere j pn 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 *ge 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 consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildingcode •••• • • • • • •••• •••• NOA No. 08- 0107.08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 Page 1 • • • • • • • • • .• • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7; dated 03/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda,.P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 293-94 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 242 -94 • • along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, IdigJest Repiallo. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. RioiLla,•EM. • • • • • • •• • • • • • • C. CALCULATIONS • • • • • • • • 1. Anchor verification calculations and structural analysis, comply ng •w2th FBC - 2004, prepared by. Sunshine Windows Manufacturing, Inc., dated 12/1,5/07, signed • • se by Francisco Hernandez, P.E. • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on December 11, 2010. E -1 Manuel Pe .E. Product Control ner NOA No. 08- ' .08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 • • • • • •• • • • • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter 'of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report no, FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21,2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None E -2 •••. • • • •••• • • • • • • • • • • • • •••• •••• • • • • • • • • •• •• •• • • • • • • •• • • • • • •••• • . • • • •••• • • • • • • • • • • •• • • **--1/Itatt.L,1 , .... !, Manuel Per � ,! Product Control E "�!1' r NOA No. 08-0101.08 Expiration Date: April .10, 2013 Approval Date: April 10, 2008 • • •• DESIGN PRESSURE CHART -PSF SERIES 1650 ALUIVIIIVUM HORIZONTAL SLIDING WINDOW (%O) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS DIMENSION WIDTH 26 1/2' 3r "83 1 /e- 74' 26 1/2' 37' 53 1/8" 74' 3r a3 t /8• 74' 53 1/8" 74' 24' 36" 48" 80' 72" 24" 36" 48' 80' M " 36" 48 6o" 72' 3C 46" 80 72' HEIGHT 26" 36 3/8" SG 6/8" 63" 24' 36' 48" 80" ANCHOR SCHEDULE HE D& Sal 3 4 6 8 4 6 4 6 4 6 8 3 4 5 6 7 3 4 5 6 7 4 5 6 7 4 5 - 6 7 PER JAMB 3 5 6 7 3 4 5 7 NUNNICANE PROC1SCTION IS NOT REQUIRED • 13/4" SILL EXT. 53.33 53.33 - 53.33 53.33 53.33 53.33" 53.33 53.33 53.33 53.33 :53.33 53.33 53.33 53.33 53.33 5.3.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 53.33 120.00 120.00 1 90.0 120.0 120,0 95.50 78.90 104,70 88.49 67.30 88.20 75.00 62.00 120.0 120.0 120.0 120.00 90.00 120.00 120.00 120.00 99.90 88.60 100.40 93.90 87.00 74.30 90.00 87.0 83.40 87.80 .3" SH.L EXT. 80.00 80.00 80.00 80.00 80.00 80.00 80.00 7 8. 9 0 80.00 80.00 87.30 80.00 75.00 62.00 80.00 80.0 80.00 80.00 80.00 80.00 80.0 80.0 80.00 80.00 80.00 .80.00 80.00 74.30 80.00 80.0 80.0 67.80 INT. 120.00 120.00 119.3 90.00 120.00 120.00 95.50 78.90 104.70 88.40 67.30 88.20 75.00 62.00 120.0 120.0 120.0 120.0 90.00 120.0 120.0 120.0 99.90 88.60 100.40 93.90 87.00 74.30 90.00 87.00 83.40 67.80 Q _ C a TYPICAL ELEVATION (X0) • • . • • • • . .. .. .. • • • .. . . • .• • . . • • • • • • • • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THOR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING; 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125' HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FII.1A DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT MI ERS ARE NOT REQUIRED _. IMPACT RESISTANT WINDOW FALSE MUisfTINS (SURFACE APPLIED) 1MAY BE USED AppDved av complying Date NOA=9 1 S 0 $ Mbzui Da . - ".. Cau B _y W/ �• •• .2ta= 3 -1s - Q8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Wind4 Manufuring, n� 1748 33•41 o 3I 2 Mown, Mao 12 Ph: (305)384 925 Fo,2(305)828 -8118 Drawn aw R y pole 0 t/2" l _ B 1 2 =1 , RevIslom RevWam osmoto HS08 -01 SHEET 1 OF 7 • • •.. • • • ..• 4. .._ ....... MAX. (A DESIGN PRESSURE CHART • P9i F WINDOW HEIGHT 1 4 i IMPAOF • GLASS - , • / • Vii. : V Q . t 9 t r 1 • • • • 1 4 'OM SERIES 50 ALUMIIHUM HO . IDINQ WINDOW (%O) • .. • • • 4 4 1. • 0 • .•••••ii • • • • • Inc. 1745 W. 33rd Nalereh. Waldo z 2 D HEAT STRENGTHRNED LAMINATED IMPACT RESISTANT GLASS / C� . W] DIMENSION ANCHOR SCHEDULE HIIRRICANEPROCIECTDDN IS NOT REQUIRED APPIJED) HORIZONTAL SLIDING WINDOW (XO) IMPACT RESISTANT GLASS • WIDTH il' 1 3/4" SILL 3" SILL .. . a . I, EXT. INT. EXT. IMT. „9/I c' 666113 Twamvss 74' 38 3 /e• 11 8 53.33 90.00 80.00 90.00 FALSE MUNTINS (SURFACE .NAY 9E USED 74' 3? au 8/9" L 11 8 8 9 53.33 53.33 90.00 90.00 80.00. 80.00 90.00 90.00 MAX 53 1/B' 8 53,33 90.00 80.00 90.00 74• 11 53.33 85.20 . 80.00 85.20 MAX yy�DOW WIDTH arinaole 72 48• 11 7 53.33 90.00 80.00 90.00 48• 00" 7 9 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (XO) DV 9 53,33 90.00 80.00 90.00 72" 11 53.33 90.00 80.00 90.00 - ... GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1. CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING: CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM ' CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6. - GLAZING: 0.340' OVERALL LAMINATED CLASS USING TWO WE OF 0.125' HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM .DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS;' LAMINATED BY TECNOGLASS OR SIMILAR Approved ar eompIylhg with et= D , ji '• •'= Cock NO - • ':1W.11S .77 Wand Dad: Product Control 7 �r By v t 2 W91‘ 3- 15 -0$ FRANCISCO PE 51393 o„"„ RF i Dec 03 -14- MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED sooro: 1 2 =1 1 Revtdnnr IMPACT RESISTANT WINDOW R.Hs an; ORAYN N0. HS08 -01j SHEET 2 OF 7 • • •.. • • • ..• • rC1 . , `12 : (1 � _ { ( 2-0 • • � D� .. •• ...: .. . • • • • (i. 1 • • • • � � • • • • ... .. .• • • .. . • • • • •.•'•. • • • • ,l • • • • ( - :.... IC. - .• ii e„,..,.- 3• • SERIES 1650 ALUMINUM TIORTZONTAL SLIDING WINDOW IXOI 4� . /�� • � _..•.• .N. {.4 / ' (22 (p WINDOW WIDTH HORIZONTAL SECTION (A; 'i\.-. . J7; .r;; 'al rl { s { -r- f ill !..., — i 1 { f B � Vi e ) ( . 1 n Vie^ ji g' I {i) 111 1111! 1 (2) f wa HOLES i HMO i� l� - _.� J M VERTICAL SECTION -1— �- { WITH SILL RISER % {welt, IN, RF', Date: VERTICAL SECTION IMPACT RESISTANT WINDOW scek: 1 z =1, Revision: i �, � *-1f.-08 ANNCIISSC PE s owiwaro HSO8 —01 SHEET 3 OF 7 • • ••• •• •• • • • • • • • • • • • • • • • •. • • ••• •• •• • • • • • • • • • MATERIAL LIST MATERIAL MT i 3':F 3z "'3: E3E 3 1 1 : ?iz::•:: i ^:?•ix;.xi:} ITEMS PART. REQD• DESCRIPTION MATERIAL TDTM. p Pei. I Q D DISOI I°N yA• UA�� 1 SW -019 1 FRAME HEAD 6063 -T5 13 RR -- St6ru1 i1 • � MaMNS SINE RAIL i : 9083 -T5 2 SW -019 1 FRAME SILL 6083 -75 14 • SW3i57 • • +gllCO V1�AtHER 1�T(TIP BuLE • • • • • VINYI. Sunshine Wind Inc. 2 6 3 S%wx 21 1 INSERT TRACK 8063-13 15 SW-687 AS RQD LATCH ZINC 5 SW -012 2 SLIDER TOP/BOTTOM RAIL 6063-T5 16 SW -S10 N SILL .ETIC( FIR • o • F 8 SW3019 AS RQD FIN SEAL PILE FELT 17 S1M40711 1:.: •�D1 ff i • •' 1 : • ' • f063 -TS 8 SW321W 2 WHEE BRASS 18 SW -o14 • 1 • ♦��,� ro •._ ..._ • �__ SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) 9 SW-017 1 MOVING MEETING RAIL 6053 -15 19 - • • AS e ctD • • SI 10 SW40111 1 FIXED MEETING RAIL 6083 -15 20 SW -101 AS ROD IMPACT 11 SW -AS AS ROD ASSEMBLY SCREWS 1I 8 X 1` SMS. 21 SW -STL 12 SW -013 1 JAMB TO MOVING PANEL 6083 -15 22 SW -AS 4 ASSEMI lS 0.812 r 1.028 --I 0.050 1.750 Tz I Li_ 1.675 0.050 RAIL _ L ±062 —•I 0.812 I— MOVING MEETING SW -017 8063 -13 JAMB 1.312 PANEL 0.037 _L FRAME GLAZING 6 - 3 FIXED MEETING RAIL SW -40111 6063 -15 I — 2.077 ----1 JAMB TO MOVING PANEL SW -013 6063 -15 To FIXED SW -014 8063 -15 2.7 0 .076 1 --� ,JT750 i 1 .-- 1.00 0.6 92 4 14 1.780 17 3.oez ,.G6D 0.0e0 71 ' - G'. 2.00 - 40810k— w SLIDER TOP AND g9TOM RAIL 59-012 • 5063-T5 1.0000 FRAME INSERT TRACK SW-30 6083 -T5 HEAD AND 8063 6-10 SILL MOVING SIDE RAIL 501 RISER IMPACT RESISTANT wINDOw t ewn : , RF Dow • 14- seale 1 �I Rerlalan .1-15-at. FR C P HERI 9T3 RON H OS . SHEET 4 OF 7 • • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • ••• •• •4 • 1 .• •so •• • • • • • • • • • • • • • • ••• • • • • • • • • s ow • • . TYPICAL ANCHORS 2 1/2" MIN. 2 MIN. • • • • • • • ' TYPICAL ANCHORS . . • • I/4" TAPCONS 1 1/4' MIN. EMEI.u, 1 . • • • • • • • . INTO MASONRY 1" BY - *•D OK : • • • • • (FOR MAX. ANCHOR SPACING '1 • • • : • : . 1/4" SIAS 1 1/2 MIN. PENETRATION INTO WOOD. SRO MASONRY DIROUGH I" BY ITOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER 4 '" • ,-, . • 11111.. . AND ,-1- • • • • .... " OF ANCHORS REFER TO DESIGN PRESSURE S•er) • OF ANCHORS REFER TO DESIGN PRESSURE CHAlin 2" BY WOOD BOCK Sunshine Windows hianufactu ' 'Inc. ring, 1746 W. SW Mote Olds* Florida 371012 Ph: (306)364 Faw(306)826-- 118 ,. ..v'• • • . • • 'I • • • • • • • .- iMM.,...",....1.TrelliMIN 1 A.1111W,111 . • • ••• • • mirr,Jorri _.. - —._13 7 . '7 .... • ; , •• • • • • t..—fill. ( • i ••• 1 • • ril li DETAIL ATTACHMENT • A TO MASONRY ' • 1 I 1 li DETAIL ATTACHMENT • TYPICAL ANCHORS 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) 0 0 1 I 0 B TO WOOD • • .. , alai ' WM ' ' , • .. • . ..• - ••• . - ,, ,. pi li • . , • - , .- .... - DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL . (STEEL OR ALUM. 1/8" MIN. THICKNESS) • TYPICAL HEAD' SECTIONS . 5—t1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ONNVINO NO. i HS08 . • . IMPACT RESISTANT WINDOW . SHEET 5 OF 7 I • • ••• • • • ••• •• •4 • 1 .• •so •• • • • • • • • • • • • • • • ••• • • • • • ••• •••• • • • • • • • • • • • • • ••• • • • • ••• •• •• • • • • • • • • - Hiatt, — EFM: . III lliV II AIL! • • as • • • • • • • • • • • • • ••• • .I � � � • g Manufaduring, Inc. Flarkla 1 2 B PR 42 .I III � • •• • • • ' • � i `, SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (X0) --IMPACT RESISTANT C_TLASS- - - . • . • • • • a• i Z E' • . ■r.ral,!� • • \ +� 3/4` MAX. NON-SHRINK GROUT OR 1' BY W000 BUCK 'Y .' ,•.�° a °,o-. M • Al „� '• ,mod I EMBEDMENT 2 1/2” MIN. 2 1/2" MIN. 2 1/2" MIN. 1/2" MIN. TYPICAL ANCHORS 1/4" 'TYPICAL ANCHORS 1�'4` TAPCONS 1/4" MIN. TAPCONS 1 1/4" MIN. EMBEDMENT . INTO MASONRY INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OIL NON SHRINK NON METALLIC GROUT OF ANCHORS REFER TO DESIGN PRESSURE CHART) (F1* MAX. ANCHOR SPACING AND NUMBER till _ DETA1 .D I � L 7� OY ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL E ATTACHMENT Nf TO PRE -CAST SILL ATTACHMENT TO MASONRY , .• Pi4 t‘. 111111•El MA EMI 2" BY W000 BUCK P CHORS 1 ANCHORS 1/4' SMS THROUGH METAL. TYPICAL ANCHORS (FOR MAX. ANCHOR SPACING AND NUMBER • OF ANCHORS REFER TO DESIGN PRESSURE CHART) 1/4" SMS 1 1/2' MIN. PENETRATION INTO W000. DHTAILG r 1l 3 —ffi f FRANCISCO HERNANDEZ FLORIDA .PE # 51393 R F' 0iovn 0 � O $ (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) • DETAIL F � 0"o . 0.t. 4-0 S.ab: 1/2'..1 R. j ATTACHMENT TO WOOD TYPICAL SILL SECTIONS HSO8-01 �y� RESISTANT �AC RESISTAN WINDOW SHEET 6 OF 7 • • ••• •••• • • • • • • • • • • • • • ••• • • • • ••• •• •• • • • • • • • • ATTACHMENT TO MULLIONS DETAIL TYPICAL ANCHORS 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN: PRESSURE 'CHART) TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHAR APROVED MIAMI D E COUNTY 1 /4" SMS 1 1 /2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO WOOD DETAIL GLAZING DETAIL GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.1261 HiAP•STRENOITHEN[D GIOSSIPWITMAI 0.000" INTERLAYER FAN DUPONTIABUITAOWE LAVATED T , e�NRFIE TWO LITES OF GLASS. • MUIPS ;DR •. ••••••• • •• ••• •• • • • •• 1/4' MAX. SHUT SPACE 1/4' SMS. THROUGH METAL (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1 /8' MIN. THICKNESS) DRAWING NO. HS08 -0 SHEET 7 OF 7 ••• • • • • ••• • .• • • • • • • • • • • • 1•• • • • • • • • • • 0 • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM!S COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE PLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com NOTICE OF ACCEPTANCE (NOA) Sunshine Manufacturing, Inc. 1745 W 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 11 • we I .k .'a •. W. •I .nn - :.n - .. en Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this pr oduct or material tested for quality assurance purposes. If this product or material' 11214 to perform in the accepted manner, the manufacturer will incur the expense of such testinpaad the itA5'may immediately revoke, modify, or suspend the use of such product or material within thj Yiirtidictioas •11bRA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cinia Product Cpntrol Division that this product or material fails to meet the requirements of the applicable building code. , „, This product is approved as described herein, and has been designed to comply with th'oblolori'da Budding' Code, including the High Velocity Hurricane Zone. • • DESCRIPTION: Aluminum Tube Mullion — L.M.I. • APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullin$,” tht ets 1 through 7 of 7, dated 09 /30/05, prepared by manufacturer, signed and sealed by Francisco HemasidezpP.E., bUMinr4he Miami -Dade County Product Control Revision stamp with the Notice of Acceptance mmdiei'and e�pi�re�ion date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or-change - in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date, may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • NOA No 06- 0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS - 1 S 1 Si ., \/ - - - 11 • I' 0: 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL- 2680, dated 06/29/00, signed and sealed by Akio P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. • , • • 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 • •••• • • signed and sealed by Francisco Hernandez, P.E. • • • • (SAmitted Under NOA 01- 1226.14) • • D. • QL11 U. t ASSURANCE • , • „ • 1. ;;mi Dade Building Code Compliance Office (BCCO). • • U.•••• MATERIAL CERTIFICATIONS • • • 1. • • plane. • F • STA2EIV ; NTS • • ..' 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 T _ 211 -94 If ,. P.E. ision 4.0 Manuel. ' erez, Product Control Di NOA No 06-0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 VERTICAL PROCEDURE FOR MULLION SFJ ACTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DEIttMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8" • VERTICAL MULLION APPLICATIONS 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON • • 'Mitt 5111 N0 Crt4iukITION OF ATTACHED GLAZING UNITS ,• AR • • • • • • • • '•• • • ••• • • • • • • '• • • • • •• • • GENERAL NOTES: GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES HORIZONTAL 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 4' • • . . . t• •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ... • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• TUBE SPAN 1X2 38.38 50.63 56.00 63.00 DESCH (IN cK 90 3920 80 BO 50 30 _20 90 80 60 50 40 30 20 90 80 70 60 50 30 20 90 BO 70 60 50 44,10 50.40 58.80 70.58 68.15 117.59 178.39 25.81 30.73 38.42 51.22 76,84 28.39 3796 58.78 30 2658 39.88 TUBE 1 X 3 SPAN 50.83 58.00 63.00 V 70 60 50 40 30 20 90 80 70 60 50 40 30 20 90 80 70 W SO 40 30 20 90 80 70 60 50 40 30 BO DESCH P 78.81 89.79 102.61 119.71 143,68 179.57 239,43 359.14 45.88 51.59 5896 68.79 82.55 103.19 137,68 206.38 36.06 40,58 46.36 54.09 '6490 81.13 108.17 16228 25.12 28.49 32.56 37.99 45.58 58.98 75.97 113,96 TUBE X 3 NO'113: INTERPOLATE FOR INIERSEDIATE VALUES OF SPAN AND /OR 1RIBM& WIDTH TO OETF168NE DEMO PRESSURES, SPAN 74,25 84,00 98.00 N 90 _ 80 70 - 60 50 27.84 40 34.81 30 48,41 20 69.81 90 80 - 70 60 - 50 40 30 32.05 20 48,00 90 - 80 70 - 60 - 50 - 40 TUBE 1X4 SPAN 5093 56.00 83.00 74.25 memo DESIGN PR 90 73,85 80 52.86 70 94.69 60 110.47 50 132.57 40 165,71 30 220.95 20 331.42 90 6020 80 67,73 70 77.40 60 90.30 50 108.38 40 135.45 30 180.81 20 27091 90 47.57 80 53.51 70 ' 81.16 60 71.35 50 85.62 40 107,03 142.70 20 214.05 90 33.13 60 3727 70 42.59 40 48,69 50 59.63 40 74.54 30 99.38. 20 • • 149405 TUBE V 1X4 • • SPAN 8420 96.00 106.00 • • • MO W& 0E5121 14 MI 89 25.74 70 29.42 60 34.32 50 41.18 40 51,48 68.64 20 102.95 90 80 70 60 50 27.59 40 34.49 30 .8845 20 6897 90 BO 70 60 SO 40 30 32.29 20 48.44 I • • • • • • • • i• • r • • • • • • • ••• • • • • • • • • • • • •• • • • • • • HORIZONTAL IAR.UON VERDUN. 'CUM TRIBUTARY W91TH. W1 + W7 2 NORQONIIEL YULL0 1148111.MK MOTH -L[1 + W2 2 MERLIELISE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • a PRODUCT REVISED as lr9lyisL• 0 'PI••. - • r Iheolrel Gebel 411 /5" _A rnANasco HERNANOEZ FLCRID4 PE / 61393 ••• • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • •• • ••• • • • • • •• • • • • •• •• • • • •• •• • • • • • • • • • '• • • • • ••• • • • • • • • • • • • • 1 104.13 48.35 6639 70 82.16 312.40 so 124.96 1 3 1 322.47 156.15 131.79 112.97 I 13820 1 241.85 60 I 50 I 161.23 198.48 60 72.52 47.13 • c„, 107.1! 70 122.53 70 41.70 90 14296 60 46.64 moin riaiKt 4 ° 8 = :71 i 71 ��ii8i�i7 •58.37 20 42887 20 si 80 69.61 90 80 77 60 29.95 70 68.21 70 33.77 7425 66 102.92 120.80 80 39.40 30 123.50 50 4728 40 154.38 40 58.10 30 205.83 30 76.80 20 308.78 20 118.21 2 X6 90 53 .61 80 - 60 60.31 80 70 68.92 70 - 84.00 80 60.41 132.00 60 32.56 50 96 50 39.08 40 120 40 . 48.85 30 160.62 30 65.13 20 241.24 97.89 BO 41.04 - 60 4817 60 .. 70 52.77 70 - 60 61.57 60 27.36 96.00 7s.69 144.00 50 32.84 40 92.35 40 41.04 30 123.13 30 54 20 184.70 20 82,09 1 - /s FPARCtSCO HERNANO¢ 91.08104 PE / 51393 0ro.n fir RF Dotes 9 -30 -05 scow NTS Revision: Rev:sloes 111411=11 12;11 • • • •• • • • • •• •• • • • •• •• • • • • • • • • • '• • • • • ••• • • • • • • • • • • • • 1 3 1 241.85 60 I 50 I 161.23 198.48 1 322.47 112.97 156.15 131.79 1 104.13 so 124.96 48.35 6639 70 82.16 312.40 60 72.52 47.13 • c„, 107.1! 70 122.53 70 41.70 90 14296 60 46.64 moin riaiKt 4 ° 8 = :71 i 71 ��ii8i�i7 •58.37 20 42887 20 si 80 69.61 90 80 77 60 29.95 70 68.21 70 33.77 7425 66 102.92 120.80 80 39.40 30 123.50 50 4728 40 154.38 40 58.10 30 205.83 30 76.80 20 308.78 20 118.21 2 X6 90 53 .61 80 - 60 60.31 80 70 68.92 70 - 84.00 80 60.41 132.00 60 32.56 50 96 50 39.08 40 120 40 . 48.85 30 160.62 30 65.13 20 241.24 97.89 BO 41.04 - 60 4817 60 .. 70 52.77 70 - 60 61.57 60 27.36 96.00 7s.69 144.00 50 32.84 40 92.35 40 41.04 30 123.13 30 54 20 184.70 20 82,09 1 - /s FPARCtSCO HERNANO¢ 91.08104 PE / 51393 0ro.n fir RF Dotes 9 -30 -05 scow NTS Revision: Rev:sloes ANCHOR TYPE sPAN W a ' saw * « 85 98.62 85 46.18 70 11863 70 .56.08 38.38 60 139.57 40 108.00 50 7841 48 174.48 40 9813 85 87.50 22 178.42 70 10625 83.74 . B5 41.56 57'00 60 123.96 30 139,67 70 60.47 60 148.75 120.00 50 7066 A d D 42 177.08 A & D- 40 88,32 9840 86 79,17 30 117.78 85 103.53 57.00 20 178.64 63.00 50 134.58 78 41.17 108,00 8,065 78,51 38 177.08 70 45.88 20 98.13 8,C It E 40 84,11 85 6927 50 64.23 83.00 70 84.11 112.15 132.00 40 80,29 72.00 50 117.76 30 107.05 31 ' 178.42 0 160.56 85 59.37 73 033 70 72.10 80 49.07 84'00 50 100.94 U 50 5898 29 174.07 144.00 40 73.60 65 51.95 30 98.13 70 83.09 0 14720 96.00 50 88.32 40 110,40 25 17694 A R TYPE 8858 W a .. SPAN =WO ( OES1GN (811 85 64,98 43 66.61 60 92.05 40 7141 38.38 7400 40 138,07 30 95.48 20 278.14 20 143.22 65 64.42 39 64.70 50 83.74 . 30 84.11 84.00 30 139,67 20 1 126.17 20. 209.35 A d D 34 64.94 A & D- 57 85.24 9840 30 7380 50 74.37 20 110.0 57.00 30 123.96 30 65,42 20 185.94 108,00 25 78,51 52 64.70 20 98.13 40 84,11 83.00 30 112.15 20 168.23 NOTE: INTERPOLATE fOR INTERMEDIATE VMI.65 Of SPA*I AND /0R 1PoBUTAR( WIDTH 70581510850023634 PRESSURES. • • • • • • • • • • •• ••• • • • • • • • • •. • ••• • • • •• • • • • • • • • • • • •• • • TRIBUTARY 91014" 2 SIMINLEM TRIBUTARY RION. + 117, 2 • • • • • • •• • • • •• • • • •• • • • • '•' • • • • • 8,. • • • • • • • • 4 • • • • •• 4 • • • ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 2' X 2" X 1 /8' AUIML ANGLE 14 S:AS. (2) EA. MIME 1" X 3",ALUM. TUBE ANCHOR TYPE "A" 4 • MULLION DETAIL 01? ATTACHMENT TO PRECAST SILL 1' BY OR 2" BY 1100o Br OTHERS (2) SIM E8. ANGLE ALUM. ANGLE 1/4' TAPCONS 2' MN. EMBEDMENT 000 CONCRETE 2"X 2' X 1/8' ALUL ANGLE 114 SM.S. (2) EA. ANGLE rx3'.1'X4', 2'x4'OR2' • N / 14 S36$ 1 I/r MN. EMBFAIENI INTO WOOD OR 1/4' TAPCONS 1 1/4' MIN. EBIEOIENT INTO C044CREIE, (1) PER M4LE NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION ANCHOR TYPE "B" INTO 8000 OR 1 4' TAPOCWS 18N. ENBEDIIEM RT0 CONCRETE, (1) PER ANGLE 2 "X2' Xt 'ALUM. 2 5/8' La4G FOR 3' WALLOW 3 5/8' LONG FOR 4' MULLION 5 5/8" LONG FOR 8' MULLION (2) EA. ANGLE 1/2' NOTE: 1- 1661104 CONNECTIONS SHOWN ON M5 SKEET ARE APPLICABLE TO YERRCAL OR 2- WOOD BUCK B'Y OTHERS MUST BE PROPERLY MOORED TO TRANSFER LOAD TO THE STRUCTURE *110 10 80 R0*101W BY 8119O9NG OFN24. 1' BrOR2"ENWOOD Br COMERS d• • 1 . 1' BY BY wow ' 4 • • • •• • • 2" X 2" X 1 /8' ATM. ANGLE •14 S.M.S. (3) EA ANGLE oR 88 '48U11. TUBE / 14 S.M.& 1 1/2' MIN. E1 D1680 O0o 8000 OR 1/4" TAPCONS 1 1/4' MN. EIIBEDNEN0 BOO OONORETE (2) PER A1401E 2' 8 2" X VD" ALNI. ANGLE 5 5/8" LONG FOR 6' MULLION 14 SMS. 3) Fit ANGLE / 14 611.5. 1 1/2' MN. EM8EDMENT DFTO WOOD OR 1 14' TAPCO6 1 1/4' IAN. secroir 900 coNcREIL (2) PER ANGLE N• ••• • • • • • •• • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .•• • • • •• •• 00 • • 414, • ;. • ANCHOR TYPE "C" 4 4 1/2' 1/4" TAPCO6 1 1/4' MK EMBEDMENT 9110 CCIrcRET., (2) PER ANGLE 10808" 41' 8000 BY OTHERS 1 4" TAPCD 1 1// pro coNcRETE, (2) PER ANGLE • • • • • • • •• ••• •• • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• SECTION A -A • • • • • • • I • • • • • • • • • / • - • ALUMINUM "U" CLIP FOR V' WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS - FOR 1" WIDE TUBES "V" CLIP FOR P WIDE TUBES "V" CLIP FOR 2" WIDE TUBES newer uvisys wak••Aeti6e BaidtpaCade Auef*Tee .02 Dane 2012 cf ;/ FLORIDA PE R 5139 .3 • • • •• • • • •.•. • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •. • • • • • • •s • • • • • .•• 1'XY 1'X 3'AU9l.TUBE ANCHOR TYPE "A" ANCHOR TYPE "B" ANCHOR TYPE "C" 4 4 w . 1' BY OR 2' BYmOO • BY OTHERS DETAIL OF ATTACHMENT TO PRECAST SIII. • • • • BYOR2 "BY MO • • �• • • • • • • • •• 1' Bt OTHERS • • • • • • • • • • • • • • • • • ••• • • •• ALUM. Y CUP 1" BY OR 2' BY MOOD BY OTHERS - B1' OTHERS BY win d B • BY 1000 Y � � v •f mNcsCO HERNAHCEZ • 11,6•mA PE / 61393 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33` 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 by Miami-Dade County Product Contsof Nvision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade:Couritx and other g rreas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration-date stated below. The Miami -Dada, cpijy Product.Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cianwty) reserve.the right • to have this product or material tested for quality assurance purposes. If this product: o'r maternal •ails to perform in the accepted manner, the manufacturer will incur the expense of such testing gnd thrAtJ may immediately revoke, modify, or suspend the use of such product or material within theirltlrisdictioh' BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade bt4it): Product %ontrol Division that this product or material fails to meet the requirements of the applicable building codei This product is approved as described herein, and has been designed to comply with txe I:lo Aida Bui�c�iig Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series 2000 Aluminum Single Hung Window — L.M.I. APPROVAL DO Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", sheets 1 through 6 of 6, dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product. Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the r e 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 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document Mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov /buildingcode •••}:I - • 1 ell. NOA No. 08- 0219.03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Page 1 • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per44C:TAS fp2 1g • , 3) Water Resistance Test, per FBC„ TAS 202 -94' . • 4) Large Missile Impact Test per FBC, TAS 20 1 e•• • •; • 5) Cyclic Wind Pressure Loading per FBC, TAS•2a3 6) Forced Entry Test, per FBC 24113.2.1, TAS 24i.941 • • • • • , along with marked -up drawings and installation diagram of series 2000 alumi tt4f single hung window, prepared by Fenestration Testing Laboratory' Inc! Test Report • No. ELL -5253, dated 10/02/07, signed and sealed by Carlos S. R,londa, P.E. • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 '..' : •••• • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202A4 • 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 EntryTest, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB 20i)4 prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, A.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice' of Acceptance No. 05- 1208.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB InterIayer" dated 01/05/06, expiring on 12/11/10. E -1 Manuel Pere Product Control Ex NOA No. 08-02 ' .03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S: Rionda,•P.E. 4. Laboratory compliance letter for Test Report No FTL -5253 issued bx Fenestattibn Testing Laboratory, Inc., dated 10/10/07 si and sealed by n•.l.._•n n 4 _ M E • G. OTHER 1. None. • •••• •••• E -2 • •• •• • • • • • • • •• • • • • 1. • • • • • • • • • • • •• • •••• • • Manuel ' erez, Product Control Exa NOA No. 08 -0219. 3 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 • • • • • • • • • a HEAD " ANCHORS SiE CHART • • • • • • •p" • • • • •• • • • • • • • • • i : =:i 1: - J �=f ;:�si ( 4 • • •. Al). iP 1 • • • • • • • • .LA3� ••• ••• • .. ••• DESIGN PRESSURE CHART - PSF 8 1 1 0 ! FALSE MUNTINS Sunshine Winder In 1743 W. 33r4 Piece 12 s2 s 000 AI IIA76TT01►! IMPACT omits, I• • ii • . ,.• • i.' • (o • • u • . • • .•.• • • it (B) B I` ( FACit,HPPUr�} • BCITSEf� • • • • • • • • • • • • • • • • • (D1` • ••• •• .. . �3) SINGLE I LCT RESISTANT WINDOW WINDOW DIMENSION ANCHOR SCHEDULE DESIGN PRESSURE-ESP SERIES 2000 ALUMINUM WIDTH HEIGd PER IAMB E1(T. 19 1/8" 26" 3 90.0 90.0 i fI { -�-- I IIWrACT CLASS o _ t Ij i� r C1? ;, �C 11 (54 26 1/2" 90.0 90.0 37' 1 90.0 90.0 53 1/8" 1. 73.0 75.0 90.0 19 1/8' 38 3/Er _ , 4 90.0 1 90,0 26 1 /2' 90.0 Ir� IimM,r 111E n! w "MAX. 37" 90.0 90.0 --1 10 +�-�- WINDOW WIDTH 53 1/ 75.0 75.0 19 1/ 9" 6 190.0 90.o 26 1/ ± 90,0 90.0 TIPICALELEVATION1OVER1 37• j 90.0 83 1/8" 75.0 75.0 19 1/8' 3 7 75.0 75.0 GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253. 3.- THIS - PRODUCT MEETS THE. REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. - 4. FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. AWMINUM 26 1/2" 3 75.0 75.0 37' 4 75.0 75.0 53 1/8" 6 7 5.0 75.0 19 1/8" 74 1/4" 3 8 75.0 75,0 26 1/2' 3 75.0 75.0 37 " 4 75.0 75.0 53 1/8" 6 75.0 75.0 CONTACTING METALS SHALL BE PROPERLY PRO tat. 1LD.. Approved . eumt$y 'g with we Date On I r.: " , , - , i o „„ R F MAMI. DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW MN 04-0-oei soeles 1/2 =1" RevNiore , R.vwo u 17 1'' /� CO DPE # FLORIDA � 51393 DRANO NO. SH08 -011 '1 OF 6 • • ••• •• •• • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • •. • 2 1/2. MIN. GLAZING DETAIL • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW 1/4* sits 1 yr MIN. PENETRATION INTO W000.. (FOR MA(. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) Sunshine Wises Mended*, Inc. 1746 W. 33r4 Pia* Walt. FleAS4 33012 Ph a (305)364-0952 Fac(305) 1' e* • • • • • • • • • • • • • • 0 • • • • 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • * 11110 9 , 2 10 1 *thew c .1 ey FRANCISCO HERNANDEZ FLORIDA PE # 51.393 RF acts 04-02-08 04.* Rorblon: 009409 *N86 NO. SH08-04 SHEET 2 OF 6 • • ••• • • • ••• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS TYPICAL ANCHORS 1/4' TAPCONS 1 1/4" MN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL Ci ATTACHMENT TO PRE -CAST SILL 1/4 SMS 1 1/2" MON. PENETRATION INTO wow. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C3 • ATTACHMENT TO WOOD • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • s • • • • ••• • • ••• • •• • • •• • • • •• • • 3s. • • • • • • • • • • • • • ••• •• - 4 • 2 1/2" MIN. TYPICAI. ANCHORS DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEI. OR ALUMINUM 1/8" MIN. THICKNESS) IMPACT RESISTANT WINDOW DETAIL CZ ATTACHMENT TO MASDNRY 1/4' SMS THROUGH METAL (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 3/4' MAX. NON SHRN( GROUT OR 1' BY W000 61XK • • Z r ♦. g 1/2' MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY *000 BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER • OF ANCHORS REFER TO SHEET 1 OF 6) AWN cd 0P1SaRe4lh the Date i i!' / e NO • 40:::1SikmizlIiiG Beata TYPICAL SILL. SECTI ®NS • 4 -02_0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows MonufoChmng, Inc 1748 W,3 d pllgce H1 s h. FI dda 33gI2 PM: (3019304 -80'J2 Fmc(300826 -8118 amen Bv, RF Oats: o4-02 —o Seals: 1 /2'al'.. ReN•ora ReNSion= OR& *C N0. SHO8 -05' SHEET 3 OF 6 DETAIL DI ATTACHMENT TO MASONRY • • • • • • .• • • • • TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETML MUDS FOR JAMBS. HEAD AND SILL MIAMI—DADE COUNTY APROVS) ATTACHMENT TO MULLION DETAIL IMPACT RESISTANT WINDOW I • t/4 SUS 1 7 /2" MIN. PENETRATION INTO W000. (FOR MAX. ANCHOR SPACING AND NUMBER •V ANCHORS REFER TO SHEET 1 Of 6) • TYPICAL ANCHORS 1/4* SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Approved eorapIyilmwith the Florida . Dem :. NO *7.froki&JKATC Alford 4_02_08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, *. 1745 14 33rd R oe Malady OP* 13011 Ph: (105)3841-89i2 Fag(05)828-5118 0 „„., RF Sc flt. 2-08 w. 1/2"-1 RteVielVIT: •' Revision: ~NO ME SI-108-06 SHEET 4 OF 6 VERTICAL SECTION • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • :• • .• • • • • • • • • •(l' • •21 • • • • • • • . • • • • # •! Si..., • '•. • • • ••• 0' ,8 . ••• • r •• • • • • • • ••• •• • • ••• • HORIZONTAL SECTION WINDOW WIDTH VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW t (SEE D AILS 01, 02 D D3 ON SHEET 4 OF 6) 4_D2_ FRANCISCO HERNANDEZ FLORIDA PE # 31393 Sunshine Windows Manufacturing, Inc. 1745 W 33rd l5alw% Florida 12 Ph: (305)364 —D052 Pafc(305)828 -51 18 6 RF 0416: 04 -02 -08 scot.: 1/2' =1' aewdarc Revielcar ow W51G NO. SH08 -02 SHEET 5 OF 6 1.312 i 2.052 -- 0054 0.8 • - - . 111 • --I 0.304 • "F ' 10.812 •� SW-014 .398 _ • -- 0.780 • • GLAZING 1 BEAT` 6063 —T6 FRM1E HEAD SW-014 6063 —T5 ajr-P � i 2.127 0.88 0.082 2.314 0.937 t— I- -1.828 2.000 _ 0.050 1.878 8083 —. 1 1 0912 SWO —T5 —s 0.050 I— RNL i `4 RAIL ' - 2.078 --I F RAME U. 8063 —T5 2378 FRAME O JAMB 6063 —T5 2.790 I---- —I SASH 1.880 Logo BOTTOM 8083—T5 ---1 0.082 (— RAIL. 5 °.892 LOOP 0. 080 0.810 �--. SASH Wr SIDE RAIL Sy � BO6 J 5 . 0.1870 0.719 1324 SASH BOTTON RAIL PLASTIC KOCETAL K300 SW -43353 IIBM# PART/ REQD. DES RIPI70N - MATERIAL 1 SW-014 1 FRAME HEAD 6063 —T5 2 SW52101 .. 1 SILL 8063 —T5 3 SW-011 2 FE JAMB 8063 -16 4 SW40111 1 MEEING RAIL ' - 6083 —T5 6 SW -017 1 SASH TOP RAIL 6083 —T5 8 SW43355 1 SASH BOTTOM RAIL - 6083 —T5 7 5•82028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL. 8083 —T5 9 SW—AS AS REQ ASSEMBLY SCREWS # 8X1' PH PHIWP CRS 10 SW8202A 4/VENT FACB GUIDES - NYLON 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS ROD SU1. PILE FELT 13 SW3257 AS ROD WEATHER1 STRIP BULB VINYL 14 — AS ROO SyCONE DC- 899/GE -1200 15 SWW101 AS ROO GLAZING BEAD 6083 -111 16 SW540 2 SPIRAL BAUWCE - ALUMINUM 17 SW -667 2/VENT IATCH ZINC 15 3W3082 AS ROD WEATHER STRIP BULB. VINYL • • ••• • • • •• 1• • • • •• •• • • •- • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ,• : • • • •• •• IMPACT RESISTANT WINDOW MATERIAL LIST •omplying•ith" MOnmd NOM ilb'!leL.LA:IIGi By r// 4-_02-013 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windo*s Manufacturing, Inc. 1745 W. 33rd Plods l9oleal, Florida 336,12 Plu (305)304 -9952 Fmc(305)828 -5118 or ., Svc RF Dote: 04 -02 -08 S•••: 1/2' =1' Rodelon: ORIWINO N0. SH08 -03 SHEET 6 OF 6 MIAMI•QADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority_ Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration • • • xpiration date stated below. The Miami -Dada County 'abduct • • Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami ISade �ounl•ariselve • the right to have this product or material tested for a • • • • fails to perform in the accepted quality assurance purposes. If th j�oduct or material • ccepted manner, the manufacturer will incur the expense of such Ming ande.AHJ • may immediately revoke, modify, or suspend the use of such product or material witlain, Ilfeir jurtvliptjon. BORA reserves the right to revoke this acceptance, if it is determined by Miami -t ade.County Product Control Division that this product or material fails to meet the requirements of the appliaa'hle'buildingcode This product is approved as described herein, and has been designed to comply with tl •Ptrilla Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window — L.M.L • APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswin g 411.01%7', Casement Window sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al-Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and evidence pages E - and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1-k4DE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Eov/buildinacode NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date; October 02, 2008 Page 1 • • • • • Florida Window Systems, Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum, Outswing Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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. • • • • • along with marked -up drawings and installation diagram of an agarrinurn casement window, prepared by Hurricane Engineering & Testing, Inc. Test Readi't No. • HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz , • • (Submitted under previous NOA #03- 0612.04) • •••• 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94... • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS•2d344 •.. •. • along with marked -up drawings and installation diagram of an alta ig 4n casement vinyl window, prepared by Hurricane Engineering & Testing, Inc: Tes o Repor'E Na :. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz• P.E. • (Submitted under previous NOA #03- 0612.04) • •••• • 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612,04) 4. Test reports on :1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael DroT., P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P , P.E. Product Control miner NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 • • • • • • • • • • • • • Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 6/18/07, signed and sealed.by Humayoun Farboq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • ..• E. MATERIAL CERTIFICATIONS ..... 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Snc..fAr their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/Q3, miring on • 09/09/08. 2. Notice of Acceptance No. 0 0216.06 i ssued to Solutia Inc. for their 4 §afle II1 Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 201., •, .... ` •.. • G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. E -2 Mann Perez Product Control Exa ' Yr NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 • • • • • • • •...•. • • F. STATEMENTS • • • • • • • 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by • • • Humayoun Farooq, P.E. •• . •••• • • • 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed kty Humayoun Farooq, P.E. GLASS TYPF 'A1' WINDOW WIDTH SINGI r VENT WOW, 5' MAX. HEAD /SILL CORNERS GLASS TYPE 'A2' GLAZING OPTIONS • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 ANCHOR READ. AT EACH WE OF IMPOST • • • • • • RF • • • • • • •• • • • ca g n • • •F �, �,., t • 13 1/2' MAX. HEAD /SILL • • • e' • • \• F • • • ` ••• • • • • ••• • • • • • • o b -1 O • • u / • • 1 •,• • • • • w i a • •• • • • • •• C N. / 11 \ 11 \ 'I 1 \ � 30 15/19' OA OPG. 35 7 /e• VENT WIDTH SIUCONE 00W CORNING 995 GE 4000 74' WINDOW WIDTH DUAL VENT WDW 30 15/19• D.L OPG. 35 7/8^ VENT WIDTH 1/8' HEAT STREN'D. GLASS .050' INTERLAYER GLASSIAM SAFETY -PLUS .010' PET FILM .060' INTERLAYER GIAS51AM SAFETY -PLUS I /8' HEAT STREN'D. GLASS GLASS TYPE 'B1' SILICONE DOW CORNING 995 GE 4000 5' MAX. CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHU1ItKS ARE NOT REQUIRED. ALUMINUM QUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HV11Z). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSrtK LOADS 10 THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF 7)415 APPROVAL. A LOAD. DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDSG BUT NOT LIMBED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 20035.4. 6Wr. OR. HUWYOUN FM000 STRUCTURES FIA PE i 16557 C.A.N. ' 31539 a � PD>1T10 L' SeldlasCefat A Gam ?[67.R/ •: - Dade Prates 8 a 8 O G C (sheet 1 of 6 ) WINDOW DI RS. 11NREINFORCED CENTER POST REINFORCED CENTER POST GLASS TYPES 'A1,' & 12' 00438 TYPE '81' cuss TYPE '81' WHIM HEIGHT EXT. ( +) 1NT. (-) EXT. ( +) INT. ( -) EXI'. ( +) 1NT. ( -) 28 -1/2" 37' 53-1/e 74' 28' (3) 55.0 550 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 53.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2" 37 " 53 -1/8" 74' 55.0 55.0 75.0 80.0 750 80.0 38 -3/8' (4) 55.0 550 73.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0" 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26-1/2 37' 53 -1/8' 74" 55.0 55.0 75.0 80.0 75.0 80.0 50-5/8" (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 55.7 657 75.0 80,0 25 -1/2" 37' 53 -1/8" 74' B3 • (5) 55.0 55.0 75.0 80.0 75.0 80.0 470 47.0 750 80.0 75.0 80.0 34.0 34.0 88.4 88.4 75.0 80.0 - - 52.5 52.8 75.0 80.0 26 -1/2" 37" 53 -1/8' 74-1/4 ( 39.2 39.2 75.0 79.0 75.0' 80.0 28.4 28.4 57.2 57.2 75.0 80,0 - - 9 40.9 40.9 88.7 66.7 _ 24 ( 55,0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75,0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 60.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 N P3 . 4 35' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 800 55.0 55.0 75.0 80.0 75.0 80.0 550 55.0 750 80.0 75.0 80.0 55.0 55.0 750 80.0 75,0 80.0 _ . 55.0 55.0 75.0 80.0 75.0 B0.0 55.0 55.0 750 80.0 75.0 80,0 48' (4) 55.0 55.0 75.0 80.0 750 55.0 55.0 75.0 80.0 75.0 55.0 55.0 71.2 71,2 75,0 r 55.0 55.0 75.0 - 80.0 75.0 55.0 55.0 75.0 80.0 75,0 60" (5) 432 43.2 75.0 80.0 750 35.9 359 68.4 88.4 75.0 S 0 - = 57.0 57.0 750 24' 36' 48" 80' 47.4 47,4 75.0 80.0 75.0 .. 72' 32.0 .32.0 64.5 64.5 75.0 ( 24.5 24.5 49.3 49.3 75.0 - - 40.5 40.5 86.0 DESIGN LOAD CAPACITY -,P5F FOR ( 2 ) SIZES =DOW MS. 19 -1/8" 28 -1/2" 37" 19 -1/8" 28 -1/2' 37" 19 -1/8' C 8-1/2" 37 9 -1/8' 26 -1/2' 37" t9 -1 /8" 28 -1/2" 18' 24" 30" 38' 18' 24' 30" 38' 18" 24' 30" 36' 18' 24" 30' 38' 18' 24" 30' HEIGHT 26' (3) 38 -3/8" ( 8 .1 ( 63" ( 74 -1/4" (8) 24' (3) 35' (3) 48" (4) 60" (5) 72" (6) GEARS TYPES 'Al'. & 'A2' IXf. ( + ) 55.0 55,0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 45.5 34.0 27.5 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 550 55.0 55.0 43.2 35.9 32.0 24.5 1NT. ( -) 55.0 55.0 550 55.0 55.0 55.0 550 55.0 55.0 45.5 34.0 27.5 55.0 55.0 58.0 55.0 . 550 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 43.2 35.9 32.0 24.5 GLASS TYPE '51' EX ( +) 75.0 75.0 75.0 75,0 750 75.0 75.0 75.0 73.0 75.0 75.0 75.0 86.8 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 730 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 680 TNT ( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 685 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 86.0 ( ) = No. OF ANCHORS PER JAMS • • •• • • • • •• •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • ••• •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5- DEC -219 DESIGN LOAD CAPACITY - PSF FOR = N0. QF ANCHORS PER JAMB Engel DR. HUMAYOUN FARO00 91RUCIURE9 !TA PEI 18557 CA.N. 3638 PR0DD c�e w ime6t D� pr e �,(Z BY ' �i �..` Data PcaAncl z 0 od a C o ug aglo p oQ Q .1 4• 0 F .J Z N drawing no. W03 -36 0 2 0 510 ,c 3 (sheet 2 of 6 1VPICAL AINCHCRS SEE ELEV. FOR SPACING • • • • • • • • • • • &TAL• •• • • . 1BY • • • • • • • • .p1090 BUCK • • • • • • • • • • • • • • • • • • • • Y • • ••• • ii • • • • • • • •• • •••• • • • •• • • •(••ID••• h • • • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• 1YPICAL ANCHORS J SEE ELEV. FOR SPACING MIAMI—DUDE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV FOR SPACING 1j4' TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY AzirJussiLsauxtumacams INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) jt O SMS OR Sc1 F DR I M _ $CREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM (SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALA ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. z 0 � • i a in f1 as I at *1 ag 1 :41 o4“- X241 V a V1 drawing do. W03 -36 sheet 3 01 .6 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • 1/4• SHIM • • • • • • • • •• • • • • • •• • • • • � • • • • • • • • • • •' , i /Z•xs /e•xz• • • • • • • • • '''' } • ALUM BARS, 2/ VENT • • • • • • • i 4/ `I4j AT 8• FROM TOP & BOTTOM 10 SHIM • FASTENED W/ (2) f8 X 1' FH SINS 1/2• x 6/8• x r LONG ALUM fi FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1' FH SINS VENT WIDTH WINDOW WIDTH SINGLE VENT WINDOWS EXTERIOR D1 OPG. D:L. OPG. VENT WIDTH EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS D.L OPG. VENT WIDTH 1/4• MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING (sheet 4 of 6 ) 2.125 1.595 .597 FRAME 2.000 � -J T 1.438 4.000 4.626 IMPOST .130 .050 .745 GLAZING BEAD REINFORCING CHANNEL 38 KW STEEL • • ••• • •• •• • • • • 4 • • • • • • • ••• • • • • • ••• • • • • • • • •• • • • • • • •. • • • • • • • • • • • • ••• 4 • • • • • •• •• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• •• • • • •• ••• • • • • • •• • • • • • ••• •• • ITEM 1 2 7 • 3• • 4• • • I Ss •6 7 a 4 8 10 • 11 • 12 13 14 13 PART FWS -011 FWS -010 • FWG-c $ E102 E206 34,12,00,100 30086 21087 40068 WANT= 4 4 AS REED AS RETm. AS REDD. AS READ. AS REDO. 2/ VENT 2/ VENT 2/ VENT 1 2/ LOCK AS REM. DESCRIPTION FRAME VENT CENTER POSE GUANO BEAD FRAME ASSEMBLY SCREWS VENT ASSEMBLY SCREWS FRAME WEATHERSTRIPPING (078 X .300) VENT WEATHERSTRIPPING (187 x .350) 4 BAR HINGE. AT TOP AND BOTTOM LEVER TYPE FACE MOUNT LOCK LOCK KEEPERS, AT FRAYS JAMB FACING LOCK R0T0 OPERATOR .057 THICK CORNER KEY LOCK INSTAUAT10N SCREWS CENTER POST REINFORCING MATERIAL 6063 -TB 8083 -TB 8083 8083 -TB ST. STEEL ST. STEEL VINYL VOWL STEEL STEEL STEEL STEEL ST. STEEL STEEL 3699 /80PPC¢R /RBALARas /10 X 3/4' PH SINS 110 X I -1/2' PH SINS ulTRAFA8 ULTRAFAB TRUTH. ATTACHED W/ (e) /8 x 3/6' S5 WS TRUTH, AT 12' FROM TOP AND BOTTOM ATTACHED W/ (2) /10 X 3/8' SS SINS TRUTH, ATTACHED 9/ (4) /8 x 3/8' S5 $MS 1 -1/2' X 1 -1/2' x l/2' 112 X 1/2' PH SITS z V' a. drawing nq. W03 -36 (sheet of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • ••• • • • • ••• • • • w • •• • • • •• ••• •• • • • • • • • • • • • • • • ••• •• • • • • SUBJECT TO COMPLIANCE AND REGULATIONS STATE AND COUNTY RULES