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WS-15-194"l of Itl � FLzo 11 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 FBC 201 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 454 NE 93rd Street City: Miami Shores County: Folio/Parcel#: 11-3206-014-0190 Permit No. Master Permit No. I Miami Dade Zip: 33138 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Alfred Dowson Phone#: 786-556-4086 Address: 454 NE 93rd Street City: Miami Shores State: F1 Zip: 33138 Tenant/Ussee Name: n/a Phone#: Email: mcddcs@gmail.com CONTRACTOR: Company Name: Florida Window & Door Phone#: 561-340-4300 Address: 7108 Fairway Dr. #120 City: Palm Beach Gardens State: FI Zip: 33418 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration #: CGC1509450 Certificate of Competency #: Contact Phone#: 561-340-4300 Email Address: �Stil' G6;661 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 11Ji `l P a 0 Square/I.inear Footage of Work: Type of Work: ❑Addittion MAIteration ❑New ❑Repair/Replace 1 ' Description of Work: " Ski f I l � j ✓►�,!j�, `� t,� Al 1�y JAN Color thru tile: Submittal Fee $ E5V^' D Permit Fee $� _ � CCF $_ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ ❑Demolition Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) n/a Bonding Company's Address City State Mortgage Lender's Name (if applicable) n/a 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection wNarpccurs seven (7) days after the building permit is issued. lit the absence of such posted notice, the inspection will not be a ro yd and a reinspection fill be charged. _ me toreping instrumenyt�%�as w1 age i fh o e is l� day of , 2C by who is perso Ily known to me or who hVproduced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: The foregoing instrument was acknowledged before me this day ofdGl`db-e 1 , 20 N-, by GC-r1k 1 fo-e-01G f - who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign. ) Print: Ho -l" e, - b' ✓i -t STATE OF FLORIDA D�PaY P&,, Q�� My Commission Expir *� ' * MY COMMISSION11 EE 830795 WV�pIT EXPIRES: August 27, 2016 1j�rFOF F' ap Bonded Thru Budget Notary Semites �F+k:k�a$aek�%kskskK:isrk:lsa$xlads:k:k:ksksksk ask:k�E:�aAesk:K�:k&a4se�ksRr;:hm*i+:k da%gsk:kte�:Ia:,a:1:AeY,«K1::k+kskzEeRAa�P sk:k��k�h:kok:F+gk�>kaN:k$a=k�:k:PXaSazk:k3$�:krk:hasakY=:h=krRda:ksk:lsXs:R:kskk+K+:k� APPROVED BY �a ( Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk NORTHOL-02 SOYLI ACORO' �.:- CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 9/2312014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the term and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Automatic Data Processing Insurance Agency, Inc 1 ADP Boulevard Roseland, NJ 07068 CONTACT NAME: PHONE FAX IAC. No. Ext): (AIC.No). ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC i PERSONAL & ADV INJURY j S INSURERA:Travelers Indemnity Company of America (T125666 GENERAL AGGREGATE S INSURED Northfield Holding Corp. INSURER B: INSURER C : Dba Florida Wndow $ Door 7108 Fairway Dr Suite 120 Palm Beach Gardens, FL 33418- INSURERD: INSURER E: INSURERF: COVERAGES CERTIFICATE NUMRFR- REVISION NUMRER! THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ACCORDANCE WITH THE POLICY PROVISIONS. IITR TYPE OF INSURANCE DDL,SU R. POLICY EFF --POLICY EXP I R' POLICY NUMBER MMIDONM MIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ ^i COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence S CLAIMS -MADE OCCUR MED EXP (Any one person) S — -- PERSONAL & ADV INJURY j S GENERAL AGGREGATE S GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG S RO LOC POLICY PRO- JECT $ AUTOMOBILE LIABILITY (Ea aBccl dent ANGLE LIMIT S ANY AUTO BODILY INJURY (Per person) S ALL OWNED SCHEDULED BODILY INJURY (Per accident) I S AUTOS AUTOS NON -OWNED NED PROPE TYRTYR DAMAGE S HIRED AUTOS AUTOS (Paraccdant) S UMBRELLA LIAR OCCUR i EACH OCCURRENCE is EXCESS LIAR CLAIMS -MADE AGGREGATE S DED RETENTION S $ WORKERS COMPENSATION TWRY ITU ER • LIMITS AND EMPLOYERS' LIABILITY YIN A ANY PROPRIETORIPARTNER EXECUTIVE �1HUB0545P05814 1011/2014 101112015 ± E.L EACH ACCIDENT S 100,00 OFFICER/MEMBER EXCLUDED? N / A 100, (Mandatory In In NH) E.L. DISEASE - EA EMPLOYE $ If yes. describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT i $ 500100 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CGC 1509450 rRDTICII-A P Idnl r)CR CANCELLATION U Ivtw-Zulu Aw:.VKL/ C;uKr"ur%AI MV. All ngnrs resumau. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FI 33138 AUTHORIZED REPRESENTATIVE U Ivtw-Zulu Aw:.VKL/ C;uKr"ur%AI MV. All ngnrs resumau. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD 0 t� N 1 T3 G' A11T N O AT P.O. Box 3353, We9Palm Beach, R 33402-3= 0ONSTIMhONALTAx Cb1.499MR wwlre pb0WX.0M rel: (581) 355-7284 aferping Patna ileao t; muty 5emngyou. Tth doa meM ts valfid duly w+heb receiptad by thb Tax CoHaftr's OtQCa. FLORIDA WINDOW &DOOR FLORIDA WINDOW & DOOR 7108 FAIRWAY DR SUITE TW PALM•BEACH G7 wma, FL 33418 • uilri�Ilnlu�w�IlIi�I� J: -LOCA M At- . 7108 FAIRWAY Dia ft 102 PALM BEACH lGARDENS, FL 33, jt-`." STATE OF PlLbMDA PALMI BPACH COUNTY 2014/2015 LOCAL SUSMIrSS TAX IIECEIP:'r.: _;. ISTA' Number: 201 8`1 EXPIRES: SEPTEMBER 30, 2015 This rbo* tufo ft pdvioge of angaft In or Manging any businm professes or oaaipa m within tts jCu WcdM qnd MU8Tiie wruXww* dhh*W d at the place bf buskiess Wd In sum a nufter as to be opsin tD ft Glw of ft publio. t STATEOF, FLORIDA DEPARTMENT OF BUSINESS AND PROFEWONA.L REGULATION CONSTRUCTION INDUSTRY LICENSING BOAR_ D 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 BERMAN, SCOTT C FLORIDA VVINDOW & DOOR 7108 FAIRWAY DRIVE STE 102 PALM BEACH GARDENS FL 33418 Congratulational With this 11com you beopme, one of the neady one million Floridians, kensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht broksM from boxers to Wb"ue restmants, and -they keep Florida's economy strong. Every day we work to Improve the way we do business In order to serve you better. For Infimnation about our servioes, plea" tog onto wmin"orWhmmmoom. There you can find more Information about our divisions and the regulations that impact you, subscribe to do .paftwt newslettersand learn more about the. DepwWwWo InItlatim., Our ffdsdon at the Department Is: tisane Efficlently, Regulate Fst* We * drive to serve you better so that you can serve your custornem- Thardc you for doing business In Florida, and c ongratuiafiaons on your new license! DETACH HERE (860Y 487-1395 - RICK SCOTT, GOVERNOR KEN LAVY30N. bECKE-TAKY -8 iTra, OF. AINP A- 7, Z -V db Tht-GENERALWNTRAGTOR Z Named bek*'I9CERTiFtED .: W—M Under -ft" 11-k Ohs 409J rider -i#ov1s mso . _ St.r - • 44 V FL .74eSWMI I MIAA MAA A Corporate Office: 7108 Fairway Drive Suite 120 FLORIDA (Palm Beach Gardens, Florida 33418 a F: (561) 624-8037 WindoW & Door ❑ (561) 848-7011 Corporate ❑ (561) 340-4300 Palm Beach ❑ (954) 990-1800 Ft. Lauderdale ❑ (772) 621-5905 Port. Saint Lucie 11(305)'370-3770 Miami 13 (941) 225-7555 Sarasota 27 11 (239) 687-7555 Naples ❑ (813) 475-7555 Tampa 11 (321) 332-1237 Orlando www.floridawindowanddoor.com • CGC 1509450 7 - Florida Window & Door agrees to sell and supply customer and customer agrees to purchase from Florida Window & Door the following windows and other materials and services on the terms and conditions set forth below. All items purchased hereunder are covered to the extent applicable by the Limited Warranty. Contract subject. to measure, engineering,city approval and use of elevator to stage and remove product. Cuetomer Name �® Home Phone Number Street:rj� �o Job AddressCity: State: F%rxt®4 Zip: Street: Billing Address City: State: Zip: Mr. Cell ( ) Mr. Work I ( Mr. Email Mrs./Ms. Cell I ( 5-- 757 -- D1 --to MrsJMs. Work ( ) Mrs./Ms. Email 0 JUST THE FACTS. First of all .... No verbal agreements are recognized. Everything must be in writing on the contract. Please make sure everything is on your order. Contact Info .... We require at least 2 telephone numbers and an email address from every customer. Please agree to provide this information and the best phone numbers to contact you, during working hours (9-5). Project Coordinators .... You will be assigned your own project coordinator. The main extension for the installation department is 406. Your project coordinator will call you prior to your installation and let you know what time your installer is expected to arrive within a 3 hour time frame; for example 8-11, but it does vary depending on the drive times and material pick up. 4 Installation time is approx. 5 to 10 weeks after approval. Please refer to installation time frame on the top right side of your contract. If you are using our financing programs, the clock doesn't start ticking until your loan is approved. Sales representatives are not allowed to change these times. We cannot hold or guarantee any installation dates. Installations are weather pending as we cannot predict Mother Nature. Sometimes crews get sick or trucks break down, etc. Please be understanding about this, as it happens at every place of business. If your installation is canceled for reasons other than weather on the day of your installation we will gladly refund you a $100 credit for your inconvenience. We use weather reports as our guide due to our installers using power tools, so it may not be raining at your house, but may be expected. If you MUST have a Saturday your projected time of installation may be longer than what is written on the contract. Special order items may add to the time frame. Length of Installation - Time frames are based on the size and scope of each job. A responsible adult 18 years or older must be at the installation site at the beginning and the end of the job. The head installer will do a walk around with you prior to starting work to assess any existing damage, landscaping, or any property that could be affected by the construction. He is available to answer any questions you may have at that time. The head installer is also required to doa post inspec- tion when the job is completed. We want you to make sure that we exceeded your expectations, so go over the job very carefully. If there is anything that needs to be addressed, he will be able to take care of it, or ensure that any necessary parts are reported and ordered: Your balance due is payable by cash, check, money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment schedule of the job. 7 Installation Team .... We only use authorized Florida Window & Door installers. All work is guaranteed by Florida Window & Door, so you never have to worry. V0Power.... Installers will need to use your electricity. They do not carry generators. I agree to supply access to my power. Children and pets....Please provide a safe location away from the area during the installation process. Installers use power tools and we don't want anyone hurt. 1 Rotted wood Is beyond our control. If we do find rotted wood, there will be Wadditional charges for replacing it. If it's small don't worry, we got IV Your — project coordinator will notifv you if this happens at the start of the iob. . ■avay...vw. _. ..va. ..r • oe w ■.v - 4a "ff esa..ua a rtcit,i fomeowners Association: ❑ Yes ® No Community.Name: Q07Lh Management: Company Name: Company Phone: Job Total 1$ 50% Down Payment 1 $ 40% Payable on Product Delivery 1 $ •M Balance Due Upon Percentage of Completion $ /� r Permitted Hold Back Pending Final City Inspection ($200.00) W& In the event of a mathematical error, the prices printed on the contract are the actual prices to be charged. MbEPoSIT/FINALPAYMENT• ❑ Cash a6heckv L3 Visa ❑ Master Card Name on Credit Card: Credit Card#: Exp. Date: CPU Code: Your final check /s your receipt IN WITNESS WHEREOF the partles have here unto signed their names) this d day of 201 Owners) agrees that this Agreement fro and reverse, corstftutes the entire understanding between partba, and M1 are l understandingsSAff PAINT PRACTICESAD WiXE-: LE Chang/ng or mod//y/ng any of the to of is Agreement This Ag ement may not be changed or its terms modified or vatted In any way unless such changes are Inwrldngand signed by th wner(s)andthe n or.Ols tis) barelyackmWedgethatOwn&*has read Mehuntandreverseofthts LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of Agreement and has received a co 1 signed, and de of thlsAgreemant including the two accompanying Notice of Cancellation forms, on Me date firstwdrtenarwve s)al a wledge she was orallylnformedofhis orher dghttocancelthis transacuon, the pamphlet, "Renovate Right: Important Lead Hazard Information for families, child care providers and schools", informing me/us of the potential risk of lead hazard exposure from ownerrenovation activity to be performed in my/our ho . I/we received this pamphlet before the work began. Omer Init. qW*Init. ` GUMMA inTOrmilLiOn anU asst`.il uti in the buiarltlssion Ot ine application to the r1UA for approval. 12 Financing.... If you are financing your balance, Florida Window & Door's finance department will notify you when your loan is approved. We will work hard with the finance companies to get your loan approved and sometimes the terms will change. The finance company may also ask you for additional information and your cooperation will help speed the process. If any loan terms change, Florida Window & Door's finance department and/or your representative will explain them to you. Landscaping .... When your installation is in process, there is debris. Some of it could fall on your landscaping. Our installers do their best to avoid damaging your flow- ers, trees, and bushes, but sometimes it does happen. Please be understanding. 14 A Dumpster.... Under no circumstances do we leave debris on your property. We remove everything for safety reasons. Please don't ask our sales reps or our installers if you can keep the scrap. Dumpsters are not for customer use. Wind ®.• 715 Wood .... We do not replace the wood framing or stops around your windows. We reuse your existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. 1 Construction concerns.... We do not do any painting or wood staining. Sometimes, plaster may crack during construction. We will repair with first coat of mud and sand smooth. You may have to do some touch up painting and fight sanding after we finish. 17 Grids .... If you ordered grids on your windows, the pattems will be the same as what you have existing unless otherwise specified on your work order. Please make sure this is the patter you want. 1#41 Screens.... Half screens are standard on our windows. 19 V A Window treatments.... We ask that you remove all your window treatments prior to your installation. All windows that are being replaced will need at least 3 feet of clearance inside for our installers to move. We do not take down or reinstall any blinds or draperies. Most blinds will fit after the new windows are installed, but this is not guaranteed. Window A/C units .... We do not guarantee that the A/C units will fit in the replacement windows. 21 Alarm contacts.... will not be reconnected. We will leave the wires exposed and your alarm company will need to come out and reconnect them. As you must be a licensed alarm company to work on alarms. I understand the details of my pre -install checklist and I have received a copy. Please start my order immediately. If I do not answer your call within 24 hours please feel free to call my manager at extension #402 FLORIDA Wiw & DOor 61 ORIGINAL CONTRACT NO. CHANGE ORDER 7188 fairway Dr., Palm Beach Gardens, Florida 33418 Tel: 561-340.4300 • Far 561-U4-8837 DATE *42-?:= — REPRESENTATIVE f4? Y- dl , ,6 -- COST OR <CRE)ITa THIS CHANGE REQUEST $ �k4o> COST OF ORIGINAL CONTRACT TOTAL REVISED COST PREVK)US DEPOSIT ADDITIONAL DEPOSIT WITH CHANGE REVISED BALANCE DUE ON IdSTAL1ATIONfDELIVERY • THE WORK COVERED BY THIS PRDER PERFORMED UNDER THE SAME TERMS AND CONDITIONS AS THE OFIlGKALr:• FOR CUSTOMER FOR FLORIDA WINDOWCOMPANY– MRH 15' •• •• •• • ... . ..... . . .... ... .... • 55' .. . ... ... . ... . 15 .. .. ... .. (74 x 38)1 • • . • • 00 13 14 0, „ (37x81) (37 x 38 ) 10 Bath Room (37 x 38 ) 9 Bath Room (19x38) 16 Kitchen (37 x 38 ) g Bedroom I Living Room Dining Room (74 x 50) 17 Egress (74 x 38 ) 4 3 2 1 (38 x 82) (74 x 63) (74 x 63) (74 x 38 ) Bedroom Main Door Egress 7 (74 x 50) 6 5 Egress g (111 x38) (74x38) �1 Miami Shores Village BY DATE JAN - cis BY' Jil'i InrJCf WITH ALL FEDERAL ArJD RI_GULATIONS CO M mV - O 2 M 3 Cl) -j LL O 2 LU0 Z U) M E �t Cu Mfg NOT TO SCALE ATE: Oct 17, 2014 AGEOES FJPWM Site Plan 1 jb(ENGINEERING EXPRESS® 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx'(954)354-0443 WWWENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 2010 Site Information Owner: David DOWSon 11 Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE 7-10 CIL 30.3.1 Table 30.3-1 15 ft. Directionality Factor (Kd): 0,85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 -50.1 Mean Roof Height (h): 15 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 50 ft, End Zone Distance (a): 5 ft. Prepared in accordance with: ASCE 7-10. Section 30. Wind Loads - Components and Cladding Florida Building Code 2010 ed. © 2014 E-Tempest.com ID. flwindowdoor--P2629 10/17/2014 Page 1 of 1 Design Wind Pressure (PMAx+, PMAX-): ASCE 7-10, Ch. 30.4.2/30.6.2 • • •.• • • •.• ilavirp ('irnlatinncrA.crF 7-lf) rhnntpr 3n All Nuh.enrtlnns 1 I Ize 74 x 38 , End E evatlon A.}C3a 7 19.53 Arepl�s , w;` r• r .., 12.68 0.85 • 96.V-103 • •. „ Pmax+mRx- , 38.3 -50.1 2 74 x 63 End 7 32.38 12.68 0.85 56.57 0.9 72 37.0 -47.5 3 74 x 63 End 7 32.38 12.68 0.85 56.57 0.9 -1.2 37.0 -47.5 4 38 x 82 End 7 21.64 15.56 0.85 56.57 0.9 -1.3 38.0 1 -49.6 5 74 x 38 End 7 19.53 12.68 0.85 56.57 0.9 -1.3 38.3 -50.1 6 111 x 38 End 7 29.29 28.52 0.85 56.57 0.9 -1.2 37.3 -48.0 7 74 x 50 End 7 25.69 1 12.68 0.85 56.57 0.9 1 -1.3 37.6 -48.7 8 74 x 50 End 7 25.69 12.68 0.85 56.57 0.9 -1.3 37.6 -48.7 9 19 x 38 End 7 5.01 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 10 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 11 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 12 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 13 111 x 38 End 7 29.29 28.52 0.85 56.57 0.9 -1.2 37.3 -48.0 14 37 x 81 End 7 20.81 15.19 0.85 56.57 0.9 -1.3 38.1 -49.8 15 74 x 38 End 7 19.53 12.68 0.85 56.57 0.9 -1.3 38.3 -50.1 16 37 x 38 End 7 9.76 3.34 1 0.85 56.57 1.0 -1.4 40.1 -53.6 17 74 x 38 End 7 19.53 1 12.68 1 0.85 56.57 0.9 1 -1.3 38.3 -50.1 2. 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VAUD FOR(1)JOBONLY •ALTERATIONS.ADDRDNS.OR OTHER MARKNGSTOTHBDOCUMEITARENOTPEAMIrm AND NVALOATEOURCERTFCARON• Florida Window Door Comparison Chart David Dowson 7108 Fairway Drive 454 NE 93rd Street Palm Beach Gardens, FI 33418 Miami Shores Miami Shores, Florida 33138 561-340-4300 Opening # j NOA/Product Approval 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 NOA 14-0107.08 NOA 14-0107.08 NOA 14-0107.08 NOA 12-0208.14 NOA 14-0107.08 NOA 14-0107.08 NOA 14-0107.08 NOA 14-0107.08 NOA 12-0213.05 NOA 14-0107.08 NOA 14-0107.08 NOA 14-0107.08 NOA 14-0107.08 NOA 12-0208.14 NOA 14-0107.08 NOA 14-0107.08 NOA 14-0107.08 Size W H 74 38 74 63 74 63 38 82 74 38 111 38 74 50 74 50 19 38 37 38 37 38 37 38 111 1 38 37 81 74 38 37 38 74 38 Opening Design Pressure 38.3 50.1 37 47.5 37 i 47.5 38 49.6 38.3 50.1 37.3 48 37.6 48.7 37.6 48.7 40.1 53.6 40.1 53.6 40.1 53.6 40.1 53.6 37.3 48 38.1 49.8 38.3 50.1 40.1 53.6 38.3 50.1 Product Design Pressure 80 80 80 80 80 80 58 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 58 80 80 80 80 80 80 80 Opening Type HR HR HR OD HR HR HR HR SH HR HR HR HR OD HR HR HR Opening Type: SH=Single Hung, HR=Horizontal Rolling Window, OS= Outswing Door, CW=Casement Window FW=Fixed Window, SGD=Sliding Glass Door 0000 of :0066: 0060 0 00 00000 906006 000000 0 00 00 0 Opening Type: SH=Single Hung, HR=Horizontal Rolling Window, OS= Outswing Door, CW=Casement Window FW=Fixed Window, SGD=Sliding Glass Door MIAMI.2ADE MIAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES aM) 11805 SIV 26 Stxect, Room 208 BOARD AND CODE ADMDUSTRATION DIVISION. T(786)315-2590 F (786} 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidsde.gov/e o_Mm1 T. M. Windows LLC 601 NW IP Ave. Pompano Beach, n 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid atter the expiration date stated. below. The Miami -Dade County Product Control Section (In Maw Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.Ml.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered afer•a renewal application has. been filed and there has been no change in the applicable building code negatively affecting the peifonnaace of this product. TERMI NATION of this NOA will occur after the expiration date or if there has been a revision o; gip F in the materials, use, and/or manufacture of the product or process. Misuse of this NOA •a as endgwp8nt • • • • • • of any product, for sales, advertising or any other purposes shall automatically terminate & NOA. Failure • • to comply with any section of this NOA shall be cause for termination and removal of1gQk P 0000.0 ADVERTISEMENT: The NOA number preceded by the words Miami Dade• toualy, Floridit, and ; • • • • 000,0 followed by the expiration date may be displayed in advertising literature. If any*&.O i. n of tt �e WTA is 00 0 0 0 0 . displayed, then it shall. be done in its entirety. 000000 .. . • 0000. INSPECTION: A copy of this entire NOA shall be provided to the user by 6e0anufactft;;•gr its 0..... distributors and shall be available for inspection at the job site at the request of the Bg'elding Official. 0 • This NOA revises and renews NOA## 12-0321.02 and consists of this page 1 and encegages Ff 1 ,F, .... ; and B-3 as well as approval document mentioned above. . •. • 000.. The submitted documentation was reviewed by Manuel Perez, P.E. 00 • • • • 0 •• • NOA No. 140107.08 F c0 ' Expiration Date: May 13, 2019 Approval Date: February 20, 2014 Z/31f4-ag e T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Na W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.L)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al Farooq Corporation, signed and sealed by davad Ahmad, P.E. B. TESTS 1. Test. reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"457, dated 01122/08, signed and sealed by Carlos S. Rionda, P.E. (Subuthted under NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 241-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel,.P,E. • • • • • • (Submitted under NOA No. 09-0105.02) *060 • • • 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading petFV, TAS 202w94 2) barge Missile Impact Test per FBC, TAS 201' W • • 3} Cyclic Wind Pressure Loading per FBC, TA -203'94 : •. •. along with marked -up drawings and installation diagram of an algiphVm honzoAfal rolling window (XO), prepared by Fenestration Testing Laborat".y',.TaC., Teaixe&d No. FTI -3995, dated 11/13/03, signed and sealed by EdmundafFa.spada, P•F,. (Submitted under NOA No. 04-0120.01)* ' • , .E. 1Producf Coutrol or NOA No. 14-0107.08 Expiration Date: • May 13, 2019 Approval Date: February 20, 2014 E -i 0.000 0000. •••••0 0 •0•i0 • 0 0000• ••00•• 0 • 00••00 0 .0000• 0 0 T. M. Windaws LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) S: Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. d4-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC-2010 on 02/27112, prepared by AI--Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA#09-1110:02) 2. Glazing complies with ASTM E1300-09 D. QUALrff ASSURANCE 1. Miami Department of Regulatory and Economic Resources MR) -Dade E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their .... "Uvekol@ S Laminated Glass Interlayer", dated 02/20/14, exp&g op 02/0811$..' ....,. F. STATEMENTS• • • • • • 1. Statement letter of conformance, complying with FBC-2010, dateoaH Nber 19,' by Ja*A'j ad, f9•• • .... 2013, issued by Al-Farooq Corporation, signed and sealed* 2. Statement letter of conformance, complying with FBC-2010, and of,04financiA . ., ;.. • interest, dated February 27, 2012, issued by Al-Farooq Corporatioi� shined afid-BUN .... . by Javad Ahmad, P.E. • • • • • • • (Submitted under previous NOA#I2-0321.02) ' • • • • • ;.. • ....., Mdnu ?gam, Product ControI am er NOA N0.1 7.08 Expiration Date: May 13, 2019 Approvai Date: February20, 2014 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1.110.02) 4. Laboratory compliance letter for Test Report No. FTLr-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Subedited under NOA No. 04105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 -13/03, both signed and sealed by Edmundo Largaespad'a,1'•.E. (Submined under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. Window, LLC, for their Series "805" Aluminum Horizontal Rolling Window =- L.M.L, approved on 05/13/14 and expiring on 05113/14. Mann Pe Product Control EiRsWer NOA No. 14.0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E=3 •••••• ••• • Mann Pe Product Control EiRsWer NOA No. 14.0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E=3 ;foss s. 990 7/16' OVERALL GLASS 3/16" HEAT STREN'D GLASS 129- Intaloyer Uvekol S By'Gyle¢ Industries, Ito: 3/19' HEAT STREN'D GLASS SILICONE GE R=700(DCIV CORNING 995 � HEAT STREN'D GLASS 090' Interloyor By -POnt SentrlD By `EJ. DuPnt ont Oe Nemoure & Co., Inc.' '-3/16' HEAT STREMD CLASS 093 7/18' OVERALL GLASS ANN. CLASS 120" Interloyer Uvekol S gy 'Cytec 4ldustrfee, Ina' 3/16' ANN. GLASS SIUCONE //--GE RGS7700 'DOW CORNING 905 zz IlTm✓ llkr� 1/2' OVERALL GLASS i/2" OVERALL CLASS TYPE ,C TYPE GI AZING OPTIONS SERIES 80G AT 11h:INU ` HORIZONTAI.120T. (; WDTY. . . ... . . . ... . . . . . . . . . . • • ••• • • • • ••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS UIOF ESIGNM INNGHV THE REQUIMENS FLORIDA BUILDING C D TESTEDgtnNMELOCtt '- CHARTS SHOWN ON SHEETS 1 & 2. HURRICANE ZONE (HVHZ). THESF'WBJOOWS ARE pATEO FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SNUE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE HITT REOUI(YO_ - COMBINATIONS OF H.R./HR. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. Engn 4AWO AIMAD MIAMI-OADE COUNTY APPWD WINDOWS USING MIAMI-OADE COUNTY ANq.10RS SHALL BE AS LISTED, SPACED AS SHOWN ON OCTAL% ANCHORS CFA. PRODUCTRBV138D TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. to OrY 7W92 APPROVED MULLIONS IN BEIIYEEN. EMBEDMENT eacomll)ilGtvbhtbeFlorldn �• . Bi1dNSCeilo LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETALS ARE AcuMOM 1 WILL APPLY TO ENTIRE SYSTEM. 'NOT PART OF THIS APPROVAL IIS IonOnls A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO Y/000 ONLY. �•yt,O.. 7 f , SIay MATERAILS INCLUDING BUT NOT LIMITED TOSMILAR 1pi4f .SAL SCREWS, THAT 1dU Z 8 � �5 Nllam t Pr¢duN COMREEQIE lNTO CONTACT WITH OWM Rl7AENTS THE FLS SM. CODE MATERIALS SECTION 2003A4. THE SHALL '•1'. inowng no. W08-81 A *TOR FEW.- • • • • FOR• • �-8 •1+-10 • • 74•W . MAIL. 6'• HEAD HEAD/SU(Mi APPLIED • • • • • 3" SILL CORNERS • • • • • • • ••• • •• A 00 a 1j ii 'I u it n it C 11 1 n O E o �N.I j �i �� ii i� !� •r S'\e 4,. b y 4 11 II i' a G iidd �I •1/B' TEMP. CLASS 1/4° AIR SPACE 1/8' ANN. GLASS 8 I• 11 0Om —. . a Color Glass By 'Ecetmon Chemlcsl GO!1 7I/Ir ANN. GLASS 32 7/6" 33 1/2° CI SNWNE O.L. OPO. Dl. OPO. GE RGS7700 DOW CORNING 995 37 1/2" 13A ` l VENT wom TYPICAL ELEVATION XO OR OX SI253 g MAXIUUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR WALLER CI.A� TYPB 'B'_ 81AS3 TYPB 'C GIA88 TYPE 'D' GTASB TYPE it/IB° OVERALL WSUL GLASS EXT.(+) iNT.(-) EXT-(+)lIW.(-) f7R.( 1NTj-) E%L(+) iNl:(-) TYPE •B, 80.0 80.0 80.0 130A 80.0 80.0 55.0 33.0 790 79.0 UNNUM LATCHES. PoR METALLIC SWEEP LATCHES UMR MAX. LOADS TO 180.0 PSF. NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS UIOF ESIGNM INNGHV THE REQUIMENS FLORIDA BUILDING C D TESTEDgtnNMELOCtt '- CHARTS SHOWN ON SHEETS 1 & 2. HURRICANE ZONE (HVHZ). THESF'WBJOOWS ARE pATEO FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SNUE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE HITT REOUI(YO_ - COMBINATIONS OF H.R./HR. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. Engn 4AWO AIMAD MIAMI-OADE COUNTY APPWD WINDOWS USING MIAMI-OADE COUNTY ANq.10RS SHALL BE AS LISTED, SPACED AS SHOWN ON OCTAL% ANCHORS CFA. PRODUCTRBV138D TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. to OrY 7W92 APPROVED MULLIONS IN BEIIYEEN. EMBEDMENT eacomll)ilGtvbhtbeFlorldn �• . Bi1dNSCeilo LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETALS ARE AcuMOM 1 WILL APPLY TO ENTIRE SYSTEM. 'NOT PART OF THIS APPROVAL IIS IonOnls A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO Y/000 ONLY. �•yt,O.. 7 f , SIay MATERAILS INCLUDING BUT NOT LIMITED TOSMILAR 1pi4f .SAL SCREWS, THAT 1dU Z 8 � �5 Nllam t Pr¢duN COMREEQIE lNTO CONTACT WITH OWM Rl7AENTS THE FLS SM. CODE MATERIALS SECTION 2003A4. THE SHALL '•1'. inowng no. W08-81 THRU WOW MMS Silo F to t/a e FALSE MUpWN��RN�p.S)3" ATFM UTE HFJ101mm� \n Al t I 1 1 32 7/8' 33 1/2' 32 7/8' D.L OPO. OL OPO. D.L. DPG. s 37 e/8' 37 8/B_ XOX SIZES iiAXIMMI DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER ALUM LAMM . . ... . . t• \,,i ,' ii 1 its n ,1,1 . . . . . . . . . . . \ \ 6p to / M J�- -4r. ---_, -- It 11 TIM WOOBPBumom ROE t1A5041R�1'• • • 11 11 11 11 i 1� 11 • It i 11tfAa�. YRNDow wmrtR FALSE Itumm t. a • u tl •• B A • • • . •WAD• n 11 t •, 11 -LL 1 • 11 tl J ti t I 1 1 32 7/8' 33 1/2' 32 7/8' D.L OPO. OL OPO. D.L. DPG. s 37 e/8' 37 8/B_ XOX SIZES iiAXIMMI DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER ALUM LAMM . . ... . . . ... .... . ...... . . . . . . . . . . . TIM WOOBPBumom ROE t1A5041R�1'• • • • • . • ••• •• • 11tfAa�. YRNDow wmrtR FALSE Itumm 14 7/8' (AMM' f• • • • •• B A • • • . •WAD• • • 1. • s 1• 1 11 -LL 1 • J ti j TYPICd1 ELEVATIONS I So 11 11 _ t t n 24 DA 29 XOX Sun AfAXIDlDAS DESIGN LOAD RATING - PSF FOR S12ES SHOWN ABOVE OR SMALLER CLASS TYPE_ 'd' GLASS 'TYPE 'B' ExT.(+) W4-) 80.0 90.0 90.0 130.0 LOADS SHM ABOVE ARE FOR WOMON VENTS Wmt SPIWO LOADED "M IAIMM FOR KIALLIC SWEEP LATCHES UM9 MA%. LOADS TO AMO PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 24 8 D.L. 1 29 1 Ergr: civu. e�RonvcTRB�t� tlDtda � .� F &� JXP Bona Al:cevlonco No ^a j $ tm T>ate a toyT-4 11le! idlam P ibUtiQl� dmmgn D t W08--81 �: sheet 2 of 7 '0x CU ' PH SMS 2 PER CUP 4' LONG i4 WIND LOAD CUP . . ••• • . . ••• .. .. . . . .. .. . • • ••• • • • • ••• •• SEALANTS: - ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALEO WITH SILICONE OR ACRYLIC SEALANT. ITEEPHOLES WI - 1-1/4'.X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8' FROM EACH ENO AND AT MIDSPAN W2•= 1-1/4' X 1/4' WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 = 2' LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32' FROM EACH ENO W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUST/dN AND IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STR(1CTURE- TYPICAL ANCHdRS: sec ELEv FOR SPACM i41 /4' DLe lR3RACON BY 'ElCO' lFw177 KSI FwiS9 KS17 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU MY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY PITO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO CONC. OR MASONRY ,J f4" TEKS OR SELF DRILLING SCREWS (GRACE 5 CRS) INTO METAL STRUCTURES STEEL : 0.105' MIN. (Fp = 38 KSI MIN.) ALUMINUM :. 1/8' THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SELF_DR1I.LINQ SCREWS (GRADE 2 CAS) INTO MOM-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (NO S14M SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN, INTO WOOD STRUCTURE = 1' MIN INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, StU. OR JAMBS I'D = 30M PSI MW. C-00 HTUA W/FILLED BLOCK AT JAMBS Cm = 2000 PSI MM, "n 'q�p pp PRODUCTRBVLYED wwmpfYlGB++hdomwda CML FLA. Ff / N �S. HUNW8C010 � o.e q 3 1 J y drawing no. W08-81 0 x 4 I I I • i • • • • 0000.• • 0000... •• s a aaw �-�s ms rcWs ons: SEAS 8 i AIA fWR¢ONLU ROLIING WW. (LMl) AL-FAROOQ CORP IMA7i" a 09400 COO — T.M. 1MNDOWS LLC.4--l-,IswS.W.STaVF 0o a Mimi 10. Fal sew am 601 N.W. 12TH AVE. I MIAMI, FLOWDa339.74 a. waem a m ae la No owm nas vim POMPANO BEACH, FL 33069 TEE (30� 284 ff100 �: (sem> � OD $ D „eat ao cxaetE nrs SHM " Td. (WQ 781-030 FAX (894) 781-8078 SITU � we er 0000••. • • 0.0000 •..•0• ••..• • • 0000• •0•••• • • 0000.. •0000• • • I 0 0 Ay •• O •0 l •66••4666••6.64 Y--oo I 0 a a-ts oe revisions S06ES �5 NU6i HORQONTAL ROLLING WR- (LAi6) AL FAROOQ colmoRAnoN a n on 6N6Wmi6 w PROW= D 7' e4} s aoy T.M. WINDOWS CLC- UM S.W. 87 AVE exaks t/2' • t' 0 tato aa. Fa Exw 601 N.W. 12TH AVE. NBNNi, F7,ORWA33y.Tb e I m. ey wuuo c t w CKWU Ilm SKU POMPANO BEACH, FL 33069 1a.cao�xesawo tax c 497• � D tt.tSt to OMNaH TY� 6+EE7' .� (W) 781-4436 FAY. (OSA) 781-4078 fYklP Aril W68�81TA[ � ettY. qt •• •046.0 •0 •66••4666••6.64 Y--oo •4 66.66 666•••4 • •-•-6 - 6 - • 000e - •66.6- • • 6 • 4 6 • • • oe000 • -666.6 • • . •04 • o 4- • a a-ts oe revisions S06ES �5 NU6i HORQONTAL ROLLING WR- (LAi6) AL FAROOQ colmoRAnoN a n on 6N6Wmi6 w PROW= D 7' e4} s aoy T.M. WINDOWS CLC- UM S.W. 87 AVE exaks t/2' • t' 0 tato aa. Fa Exw 601 N.W. 12TH AVE. NBNNi, F7,ORWA33y.Tb e I m. ey wuuo c t w CKWU Ilm SKU POMPANO BEACH, FL 33069 1a.cao�xesawo tax c 497• � D tt.tSt to OMNaH TY� 6+EE7' .� (W) 781-4436 FAY. (OSA) 781-4078 fYklP Aril W68�81TA[ � ettY. qt 1 O FRAME SILL TOP 2 FRAME SILL BASE 1.375 JAM ��^7 A82 I1 11 .Sea IUI—i 1.250 128 1AG0 t4 WIND LOAD CUP p TOP & BOTTOM RAIL Fir FRAME HEAD 1.%n &.054480 .0770,MTGSTILE REINF. 1.378� .500 1.420 2,372 .107 SILL TRACK 7� __JAMS STILE .129 —1929 .071 2.312 16 FIX. STILE REINF. .082 M1.648 1.285 7yp.1.298I63 1.3751.0 .649 926 ,275 SILL cuP ADAPTER 082 1.760 MEETING STILE (12) VENT LATCH . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TM -132 AN w01)R 41 RtAME JA1'B•- •--�� adl-T8 6 79-1SIA AS REGO. FRAME JANE - FIXED 6083-78 - _ 6 TM -13B 2/ VFN7 TOP AND 80TTOkf RAO. 8083-T6 - . ....... 1/ VENT JAMB STILE W83-76 - .... TM -140 MZUI PARTY I qjAMM j R1z9'YIO% • • • MANP.%BDPPLIBR/RPblAR58 1 IM -130 • •I • 41 FRAME RM • - W63-16 - _. 2 MFRMffmLw& .� • 6563 -Te - 3 TM -134 •1 FRAME ab YOP • • • • 6%3-76 - 4 TM -132 AN w01)R 41 RtAME JA1'B•- •--�� adl-T8 6 79-1SIA AS REGO. FRAME JANE - FIXED 6083-78 - _ 6 TM -13B 2/ VFN7 TOP AND 80TTOkf RAO. 8083-T6 - 7 TM -139 1/ VENT JAMB STILE W83-76 - 8 TM -140 1/kkTfr • • 8083-76 - 9 TM -137 i/ V6MT (ffiRffii!}LOA74E01hnG 606.7-T6 - 9A TM -137A _nxoossmo 1/ VEND D ( 6083-d6 - 10 TM -138 • • • • . • 8083 -IM - 11 TM -135 .1 SILL CLIP AOAP7ER. 12' LAND 806376 aT MSG. STILE 1ACATION 12 TM -1,8 1/ VERT SPRING LOADED VENT LATCH, 3-1/8- LONG 6063-T8 AT IAID SPAN 12A - •� i/ VENT WALLIC SWEEP LATCH - AT MW SPAN 120 08 X 3/4' 2/LOCH NEEP LATCH MWNTING SCAM - FH SMS 13 TM -141A AS REQO. - GLAZING BEAD IANLVATFA GLASS) 6063-76 - l3A TM -181 AS REDO. GLAZING BEAD (846t9.. LAM. CLASS) 6063-76 - 14 iW 154 AS REOC. WIND LOAD CLOP. 4' LONG SC53-76 - 18 1/ STILE MEETING SALE R)3NFORCING BOBS -18 - 18 -- - 2/ STILE FDIEO BOLE REGLFCROVO 5063-T6 - 17 031228 AS RECD. FN SEAL Y!'SII WNG (.270' X .220' HCH) WOOL _ IS W43371 I AS REM I FTN -SEAL V SYMPPNG (.187' X .370' MGM) _ WOOL - 19 W43M A9 REOD, IN SUL W'STPoPPNC 08r X .20' MGH) WOOL 20 p6D4J - AOHMAM BACK CLOSED CELL FOAM - 7/8' X 1/2' X 1-7/15' LONG 21 - 2/ VENT VENT RDllER tWl1STN0 kE PLASOC AT EACH END VENT ROUER/WHEEL -- — BRASS - /12 X C 2/ COINER FRAME ASSWKY SCREWS - P.H. PMWPS SMS /10 X Y 2/ CORNER VENT ASS3MY SCRM- .___��,.___....._- P.H. PHUO's SMS M24 1/ LATLYI VENTLAYCH SPRNG . SIEEL W31176 TN -191 As REOD. 1 FIN SEAL W sTmpPLNG (.1Br X i76• m" SAL Rm WOOL- 2312 2.312 .183 0� 438 .056 rp .�2 A40 .662 .640 .040 ,6pp ,.437 1.000,.237 1.1%.750 tA001.237 .023 .923 1.750 i3 >3A FIXED STILE (SPRING LATCH) GLAZING BEAD GLAZING BEAD FIXED STILE (SWEEP LATCH) (UAL. GIA45) (NStP- LAM. GLASS) A82 tA,9 ,.759 .t63 FRAME JAMB - FIXED 27 SELL RISER -- FRAME JAMS - VENT UN - F dft -,1-oa rev�a ons: SES 80.5 PLUM HORI DNM ROLLING V7. LJd I j A4F e son on I AitOOQ CORPbRATtON 1 $cols ,/r.,• A osasa ramm T.M. WINDOWS LLC. avers&PRODUCT DE iI t rr B ,a, Im Mumma so sfftT =WS.W. 87 AVE a I 1: byi NaHG C o2a1.t /m mama so suwsm 601 N.W. 12TH AVE. RUAAM FLORIDA 33X74 00 0 o OULI No mama Tes s+esr POMPANO BEACH, FL 33069 T6l(90°U 1@481 1 gU6OM2024M i it 9 alp. by TEL (ase) 781-44M FAX. (ss4) 781 -SM coca -ANL wW-arr►f MIAMI -RADE MIAMI DADE COUNTY li PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 St=4 Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (790 315-2599 NOTICE OF ACCEPTANCE (NOA)-miamldadasev/aerai T. M. Windows, LLC. 601 N.W. 12" Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or*•matedal 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, includine the High Velocity Hurricane Zone. DESCRIPTION: Series -249 Aluminum Outswing 11-oors w/wo Sidelites-L.M.I. \ APPROVAL DOCUMENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sear by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Accentance number and annroval date by the Miami -Dade County Product Control Section. IMPACT RATING: Large and Small Missile Impact Resistant 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold type (Exterior (+) water limit) 2.' See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold typq.•Pd*@r DP rating of Doors or Sidelites shall control when combined together, 9 000* 6 6 0 6 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or thiMolt 000:09 typepell"fed to 0. 9999.. single door application only.. 999609 9 6 6 LABELING: Each unit shall bear a permanent label witi the manufacturer's name or logo, 0in.state an4serdes and :" following statement: "Miami -lade County Product Control Approved", noted herein. ' 0000 : 9 *0:000 RENEWAL of this NOA shall be considered after a renewal application has been filed and tlpa3ias bep.0'1rp'r.hange" * " in the applicable building code negatively affecting the performance of this product. 0006 9 9 0 0640:6 TERMINATION of this NOA will occur after the expiration date or if there has been a relisim Qr charlge in the 6469 6 6 materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endmemont of aby'lfMuc4 . for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to &64ly Willa a!y: 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 Oficial. This NOA revises NOA # 11-0218.05 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. nPreo"r D NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 age 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05 2. Drawing No. W 11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. IL TESTS (transferred from file # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform S"atic Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 tbru F=1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural. analysis, complying with FBC-2007, prepared by Al Farooq Corporal:ion, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11-0218.05) 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade. Department of Permitting, Environment, and Regulatory Affairs (PERM). 0000 E. MATERIAL CERTIFICATIONS ' 0 • • 1. Notice of Acceptance No. 11-062 1.02 issued to E.I. DuPont DeNerlie0s X Co.: Inc.9for their "DuPont Sentry Glass interlayer V, expiring on 01/14/17. • • •; • • • ;. Notice of Acceptance No. 11-0325.+05 issued to Solutia Inc. for thelf'SAilex Cleair or colored interlayer", expiring on 05/21/16. 0see* 1,• • • •.•• • •• F. STATEMENTS 0 •'"• ' • • 1. Statement letter of conformance FBC 2010 and letter of no financial lnfdr' est, preps ted by Al-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmej,13 4 • . • . 2. Statement letter of conformance FBC 2007 and letter of no financial interest, pr"&'ed.'by AI-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmadkdl.A (subp itjd; under file # 11-0218.05) • " 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11-0218.05, expiring on April 21, 2016. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. Ishaq 1. Chands, P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E-1 0000•• • 0000• 0000• L� GIAS3 D.L.A. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) - FRAME HEK?tiT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 71.875' D.L.O. WIDTH (SX DOORS) - (FRAME' WIDTH = 20'/2 SERIES 2,4,11 ALUMORM FRENCH DOOR 'TT/ SMELI4`ES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES, SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BWLOING CODE INCLUDING HIGH VELOCITY HURf6CANE ZONE (K*Q). fTY OR 28Y WOOD SKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMHEDmENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WO00 ONLY. MATERIALS INCLUDING evT NOT LIMItEo To METAL SCREWS. THAT COME WTO CONTACT W UT OTHER DISSD®LAR SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2603.8.4. HEAD/SU ANCHORS • • • AT7-40-7-4; lij€ EHOS • • • • 41 7/8" • • • • • j6 iT y O.C. • • 6 FRAME WIINH • • • • •- • • • • • • • • 8" • • 3'Ir MAX ••• ••• aZ 7591-SILL(HEAD SIFT F • • • HCORNERS TVP. CORNM A• MAY BE USED • 11 1 \ 11 SEE SHEET S • • • 1 • • :00 •le 1 I yy I I n / . ....... u / t, .... 1 HEAD/SU ANCHORS • • • AT7-40-7-4; lij€ EHOS • • • • 41 7/8" • • • • • j6 iT y O.C. • • 6 FRAME WIINH • • • • •- • • • • • • • • 8" • • 3'Ir MAX ••• ••• aZ 7591-SILL(HEAD SIFT F • • • HCORNERS TVP. CORNM A• MAY BE USED • 1 1 , , 30' 30' DL OPO. v D.L 6R 36 S/8' JB S/E LEAF WIDTH LEAF WIC TYPICAL ELEVATION ( III ) SIN= I,SAF DOOR DDOnQOR OPTIONS QOORS/SIOELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Dw SHUTTERS ARE NOT REQUIRED. 2S 71W L D.L. UFO. Q LEtF WERH TYPICAL ELEVATION �gBWCPWtcYO>� (XX) =71"D DUAL TRAP DOOR , dravJIM na W11-03 11 1 \ 11 SEE SHEET S • • • 1 • • :00 •le 1 I yy I I n / u / t, C 1 1 -- Ll ' ' I tt 11 g 11 K", 1 1 , , 30' 30' DL OPO. v D.L 6R 36 S/8' JB S/E LEAF WIDTH LEAF WIC TYPICAL ELEVATION ( III ) SIN= I,SAF DOOR DDOnQOR OPTIONS QOORS/SIOELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Dw SHUTTERS ARE NOT REQUIRED. 2S 71W L D.L. UFO. Q LEtF WERH TYPICAL ELEVATION �gBWCPWtcYO>� (XX) =71"D DUAL TRAP DOOR , dravJIM na W11-03 SEE SHEET S • • • • • • • • :00 •le / C E sg i It 011, OPTIONS It SHEET s 1 Il , \ I 1 _ == it IHh'm �[ I� ACM 1 1 , , 30' 30' DL OPO. v D.L 6R 36 S/8' JB S/E LEAF WIDTH LEAF WIC TYPICAL ELEVATION ( III ) SIN= I,SAF DOOR DDOnQOR OPTIONS QOORS/SIOELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Dw SHUTTERS ARE NOT REQUIRED. 2S 71W L D.L. UFO. Q LEtF WERH TYPICAL ELEVATION �gBWCPWtcYO>� (XX) =71"D DUAL TRAP DOOR , dravJIM na W11-03 109- MAX. FRAME HEIGHT 108 3/a• LEAF NOW 04 1/8- MAX � OL OPG g p �IZ" Iii A Qg y \ \1 A o y YL� 7 ---I - --------- ------------------- v \ \11 II C Il II / \ 1 1 II II / }7� ` \ II -___- I$L"C� - 3j ----- i 1 \ / /' \� r ( W;rig i p 11 II II II "ti y s ••i� 4 1/2, 1 12' MAK • ��� • • •��A•>i JAMB hhh--- J • • o CORNERS • • • • q •• •• •• • o • • • F.r • • • • c Gale m-10-1, revistal� SERO:S-2491W1M aAA-SSG DDDR 9 90EilTES r+a o ! (moi 6v= FAROOQ CORPORATION a �i scoe 1($1,'.p' A OU. 11 W. PR SMO•p, M T.M WINDOWS LLC. &AEnupresv6walMmvr IF ,o a ol.sel °` �' KAMD RD wales 1N8 swA 601 N.W. 12TH AVE.AYEMIYIIIFLORM,A32=4 `. $ a POMPANO BEACH, FL. 33069 IE1-284•i00 pAXg7g W P obk. br TEL(954)7M-443D FA)L(954) 781-5078 COMP -ANL 8'11-03TNW • • i aa� uz-lo-11 mAsfonm dm SERDS-s49 RA Otff-SM DOOR WY/ SDIEU(ES (LW.) AL >rAROOQ CORPORATION a + 1Pt-r-o n Uml Rm Pa Go aaomns WINDOWS LLC. ���87AV9 tM7 DEVELAPQl6tiT �' a M.1e.1 W CKV= nus sxm N.W. 12TH AVE. �TE'l NUVA FLOM" 33174 O PANO BEACH, FL 33068 VM(3"2easwo FAx.(WQ2S24W8 IL4 eroc 6Y% (9S4) 781-4430 FAX. (984) 781-6078 00MP-ANL\W1t-03TM W? llahL tv 169' MAX FRAME HEW 46 6/16• MAX. O.L. W6. T cl � z 3 � - ----- --- --------------------cam---- --- 1 1 w L 1 q 3 4 t/2' 3 MAx, tz• MAX ,iAMs aAMas I CORNERS o 9 + Fn X s •••• • • 0000 ••••�• 0000•• • •000•Y • 0000•• • • : 0000•• 0000 •• 0 f • • • • • • 0000 • 0• 000•0• 1 1 w L 1 q 3 4 t/2' 3 MAx, tz• MAX ,iAMs aAMas I CORNERS o 9 + Fn X s •••• • • 0000 ••••�• 0000•• • •000•Y • 0000•• • • : 0000•• 0000 •• 0 f • • • • • • 0000 • 0• 000•0• • 0•••0•• 0000• • •• • 0 000000•• • ••0.0• • •00.0: • a • • • • • • • • 0000:• ••••:• • 0 • • • •: • ma -s -las mm as -sic mat w/ sis (Lua AL-FAiwoq coipo mom ��$�PRODMCFOSVELOP•t6Nf a T.M. WINDOWS LLC. 1286•.W.67AVE f 601 N.W. 12TH AVE: MIA?^FLOWDA 33174 C POMPANO BEACH, FL. 33069 »Zaeaectfo vaxt�a•zO•ze COMP -ANL 1V11-031kW TEL (994) 781-4430 FAX. (984) 781-5078 DOOR PliD V.M� {X) SINGLE LEAF (X) DOORS WITHOUT SIDSW= DEHIGN LOAD CAPACITY - PSF TYP68 GLASS TYP89 FRAME Mm FRAME HEIBHT `0 OB `B1' INCII i8 II mm CIT.( -)r.(+ w4- 42 109 1 80.0 BOA .100.0 1 141.0 ETD. STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS. (2) AT SINGLE(X) DOORS OPTION 82 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4' OH MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2' FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2' FROM BOTTOM FASTENED WITH (2) �8-32 X 1/2" FH MS ACTIVE AND MACM LEOS 70 BE S" ATE W G PE BOTTUM OF Haww WMMM) Mo LDATzs ro 89.0 PSF fm(;ES: f . . ... . . . .•. .. .. . . . •. .. . - - . - • • .. . . .. .. DOOR WROTH • • • • • • • • • IRAyE VADTM • i • • • • • ®' ••• ••• • ••• OLA&4 TYP1sS 'A'. 'Al', °B' OB `BI EIC•.(+) I-(-) BD 109 80.0 ft0 • ••• • • • • •• • WIACTVE ACTIVE ®' ••• ••• • ••• OLA&4 TYP1sS 'A'. 'Al', °B' OB `BI EIC•.(+) I-(-) BD 109 80.0 ft0 • ••• • • • • •• • • • • • • •• • DOUBLE DEAF (8X) DOORS WIRBGUT SIDBWTES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME Ht9@IT APCFiES OLA&4 TYP1sS 'A'. 'Al', °B' OB `BI EIC•.(+) I-(-) BD 109 80.0 ft0 EXT.(+) LOADS SKWBd ABOVE ARE WITH KOH THRESHOLD FOR STD. THIUSHOL0 UMTT EXT.(+) LOADS TO BBA PSF 7-5/8' LONG ALUM BUTT HINGES. AT 12' FROM EACH END AND ONE AT MfO,A, OF LEAF. ORTION 3•-1G ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE A7 MIDSPAN OF L((EA))F. FFASTENE'D TASTENED TOO PF RAME WITH (2) S%18 -i8 z11 �i%2"�LIS SEALANTS• FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SWCONE. SINGLE LEAP (X) DOORS WITH S.H. DOM DXWN LOAD CAPACITY - PSP GLASS "Poe 0 DOOR FRAME WM M FRAME HOGHT 'A', Al'. B' OR •Bl' INCHES 94CHES EXT.(+) W.(-) 42 109 88.0 80.0 GLAD 'TSPS ' 0 &B. TPDW MIT (+) LOADS SHO•N A80VE ARE PATH HIGH THRFSIfOLD FOR STD. THRMHOLD LIMB EXT.(+) LOWS TO 58.0 PSF =�j NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 W11-03 RrATIONARY PANM (0) OR DOORS WITH SMIML 6 DMON WAD CAFACLTY - PSF FRAME HELOHT DOOR wvrH PAKOp•M SET SiDEUTE mawmm CAN TYPO IN. 'At'. 'B' OR 'Bl' Exr. (+) LNT. (-) 114CHE9 INCHES INCHES 81 41 � 48 80.0 69.7 89 41 7/8 (X) 10 (XX)48 80.0 89.7 81 418D W 48 BOA 88.7 97 4 w 42 �A 79.8 109 41 7/8 ()Q so {1* 42 80.0 78.8 109 4 � 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WDH MOH THRMOL.D FOR STD. THRESHOLD Laf[T EXT.(+) LOADS 70 38.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SIDflR mL NOTE; • • . • • • f • CLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS j • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • •• • • • • a DECLARATORY STATEMENT DCA05-DEC-219 • •+• +++ + +•+ • 0. c• • • • • • ••• .• BTAUWW { 0 ) 1-1/4e I I — MAOTNE f WOR W. SMMME W SDEUTE W DODR W. 130a E W. u i f i LALAf IN W-6 iDDDR W. ( oxo ) 'PW ���Zoar:tti amwing no. W11-03 f ( oxo ) 'PW ���Zoar:tti amwing no. W11-03 MW. TPP. Maa. IV. RA T 1 pgQ 13/16- LUL iYP. it Gi GLASS ®TE 4} EX i r ym g�t Ca SSS... VV y Q y z Y O MGL Tip. d 611E I c/1 1 m 11 RA T 1 pgQ 13/16- LUL iYP. it Gi GLASS ®TE EXTERIOR m ... .,% too- 3/4• Meta, 1TP! •y • • • • • • }lp \Nr�... • .• . • • 00 0 .. �� �� 0000•. • •. �� ysF VOl . • • ►'! - � 7/18• AliN.01YP. • • G GLASS BRE • . .. • ��•r � 0000 • y3 EXTERIOR I-- � VRODU6T 09WELOPAUM n aLv.MWecmum= T.M. WINDOWS LLC. 9238&&. 87 AVE m.,a wmcTW m 20,0 Fac 1101 N.W. 12TH AVE. M,A ARAMDASM74 p ' °y "AtlD POMPANO BEACH, FL. 33089 TEL(SOS)'2a010e FAX ��70Ort9ahk erTEL. (894) 781-4450 FAX (054) 781-9078 COMP—ANL ,911-031MW •00.0. 0000.. 0000•. 0000• • 0000• 0000•• . 0000.• 0000.. N 3 MGL Tip. d 611E I EXTERIOR m ... .,% too- 3/4• Meta, 1TP! •y • • • • • • }lp \Nr�... • .• . • • 00 0 .. �� �� 0000•. • •. �� ysF VOl . • • ►'! - � 7/18• AliN.01YP. • • G GLASS BRE • . .. • ��•r � 0000 • y3 EXTERIOR I-- � VRODU6T 09WELOPAUM n aLv.MWecmum= T.M. WINDOWS LLC. 9238&&. 87 AVE m.,a wmcTW m 20,0 Fac 1101 N.W. 12TH AVE. M,A ARAMDASM74 p ' °y "AtlD POMPANO BEACH, FL. 33089 TEL(SOS)'2a010e FAX ��70Ort9ahk erTEL. (894) 781-4450 FAX (054) 781-9078 COMP—ANL ,911-031MW •00.0. 0000.. 0000•. 0000• • 0000• 0000•• . 0000.• 0000.. HIGH THRESHOLD A� MAX. (PP)R•D FOR WATER RESISTANCE _) LILIM� MAX. EXT(+) LOADS TO 800 PS' ((DOUBLE DOOR) ter WOOD BUCK EDGE DIST. r (SEE NOTE SHEET 1) sec" • .. .. . . . .. .. . • • • • • • • • • • I • • ••• • • • • ••• ter WOOD BUCK EDGE DIST. r (SEE NOTE SHEET 1) sec" • • • • • • • d� • • •am olsr. (SEE HG • • • • •• • I /TYPICAL :.: : •. ANCHIIRS SEE ELEVATIONS FOR SPAMNO TTPIOAL ArICHDRs SEE ELEVATIONS • • • FOR SPACING • • • • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS a NTA• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 3 EDI E DISI. AND TRANSFER THEM TO THE BUILDING STRUCTURE. rtf TMCAL ANCHORS; SEE a". FOR wlCl G 1 or m KSL Fy-I- "SO �S \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t A 1-1/2" MIN. PENETRATION INTO WOOD MASONRY TYPICAL ANCHORS SEE ELEVAMONS FOR SPACING THRU 1BY BUCKS INTO CONC. OR 1-1/4" MIN. EMBED INTO CONC. OR MASONRY :d DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY a Ile DIA. SELE DRILLING wam !GRAIN S CRS) C $ Oji yz g I INTO MIA6U-DADS COUNTY APPROVED MULLIONS (MIN. THK. - 1/8' g':O in INTO METAL STRUCTURES $ z a STEEL : 1/8. TW. MIN. (Fy = 36 KSI MIN.) _ ALUMINUM : 1/13" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN INTO METAL STRUCTURE = 3/4" MIN. CCA- MIN- G --8 HOLLOW/FILLED �K JAMBS fm20DO ?SI MIN. OR roloommoVillm $ 18 htwffi ETllfSt is 2 Daft 2� m a 7 ALTERNATE ALTERNATE I UNITS OPERATINGeqn Jaw mw" o • a TYPICAL ANCHOFS" o " °• TYPICAL ANCHORS PtA.' PE i�_WT1892•. `. QUZ .aw g n b EDGE DIST . SEE ELEVATIONS FOR SPACING I EDGE' SEE MOR SPACING y $ 8 STANDARD THRESHOLD aPPRro roR WATER RES�TANCE LOW THRESHOLD NOT APPRro FOR WATER RESISIANCE drawing no. UPAT tuix. ExT(s) LOADs TO ss.o PSM ., W1 1 —03 •0000• 0000•• •0800• •e •000• :::::o e • • ••888• •08.0• • • 11d aoas asr. log w W a ,� m +� • I m u to m u ea m o I i— I C! i � I 1 I ca 3 ig i "+7 r O i I I �7 A • •• e • • �g�� • m 4' 0000 g • 8 0000 • 0• •3°„ t ` ..0+ .alp .!. A • • • v �g Q III jjj Iti a' m� oz -,•.,t n sus -las raw our -s" opt W/ OOQ CORPORATION a PROD=OEYHDpefim .aoa are-� z• A sa,, Wrm a, o+r,e, No MUM DM alae T.M. LLC.VR 601 N.W. 121E AVE. =6 f' I m. r7r• ease POMPANO BEACH, FL 33069 UU M,, FLORMA 3174 C � W $ au.. en FAxr 781-9078 710L.PM26"UM Fn,c( sea�7s Ot M (894) 781-4490 (894) OMdP—AML W11-03rUW •0000• 0000•• •0800• •e •000• :::::o e • • ••888• •08.0• • • Wo� m k_ EXTERIOR I a PIE •0•• •• 0 • • • • 0000 . 0• 0000•• •• • •• •• •0 • L Va'_ s 0000•• • n •• N SM * -249 allyl Our -sib Int W/ MM (uiL) AL-FAROOQ CORPORhMON a oeoax s/s a ,• • wz�,o asv +enc aur T.M. WINDOWS LLC.�APRw=D&MLOMIEW ., d3 a ,s, NOaw, nay s•E, 601 N.W. 12TH AVE VE f A tw^ FLORIDA 3=74 POMPANO MCH. FL 33069 TEEL PM20" o c+ a, Gt P ct�. q. TEI. (854) 73,-443) FAX(W4)781-3= COMP -ANL W11-2 MW 0000• 0000•• • • • •••••• •••••• • • BEs -249 aur Our - M W W/ MWS (LA T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33M TEL (994) 781-4430 FAX (954) 781-9078 A4FAROOQ CORPORATION a ENQ,NEoiS & PRODUCCDMLOPMENS 7$38 S.W. 87 AVE m wl,FLOPM391T4 ` TOL t96W 28448106 PAX. 026247 0000.. 0000•. •0009• • •0••0 00.99 • • • •00.9• .0000. 4= 1.780 _ II I8 1.843--�1 n FME HEAD 1 TM -w9 V DOOR JAMB/SIDMM FRAME DOOR BOTTOM RAIL s 062 SM a0&1--�V�.093 ® DOOR MOE STILE TM --32995 L� .oez .sao .332 PANEL GLAZING BEAD TM -198A 9 2125 � • .125 0.310 GW 37866 0872 ® CENTER HINGE 2128 125 0.249 0'872 OW 37688-A O OUTER HINGE rME M CAP sMs X x 6 DOOR TOP/BOTTOM RAIL -..- ---- I o11 O 7M-32994 .5'mo II i Jf� ° I ° .073 ,g18 .378 4.000 212$ ® ACTIVE LEAF LOCK STILE rLt .0.0 TM -172 O BUTT HTdGE O WEATHER-STRIP ADAPTER OW -31826 .075 3.790— 1.287 2.040 ,.750 1 4P1.1—J .718 •F1� ® 1.799 9a8 }— J.77 4.000 IDELITE GLAZING BEAD (LAM. GLAW Q BHAC7IVE LEAF LOCK S71LE Q REINFORCING BAR TM -187 TM -38048 31 TM -182 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• COW 0 A52• •• • • • • •• • • • • • • • • • • • 1.750 • • • • • • • O SIDELffE HEAP/SILL • • � • � • • • • • f%Y-307&9 850 .713 1.488 718 1.799 ELITE GLAZING BEAD (RML LAM. GLASS) O PIVOT HINGE t.9Go ao90 1.Sw 250 a.o9z 128 .082 .f � fT 1A00 1.378 STD. SILL ADAPTER oez �i 03D ;1 HIGH SILL ADAPTER J TM -193 2157 1.686 Am 892 4.G00 FRAME SILL (STD.) LOW 'H' MID RAIL CORNER CHANNEL 1,6511— .275 .8.99.278 1985 WSUL GLASS PANEL ADAPTEI TM -194 ma 8S, .OBC n SILL COVER 999 . I cra .188 .082 938 '.•� ® 1a -1.730-a4 ALT. DOOR JAMB/SIDELTE FRAME I ALT. FRAME COVER or4wine no. W11-03 R v O� V YY 1 + If# IN p, 0 tp G IS .N.r. 8 m V +N. aV Nr w w + O OM 0 V.0 t A& V w S g N .. Q ill N W W 1A$/1' IA f/! fG `N � � Pa \ \ � -• 5®} n 1pq 9 � F �Qj • • 000 7. its jyyy i^ pV C q E111�1111 a awa ae-to-tt te"1s oA� on SUM -2'B ONWf- mm W/ gOF M (LULL AL-FAROOQ CORPORATION a ENOm tua1 & PROD= DEVELOPMENT xmc 3� e r a bssatt ItEy Tea Rx ca Is T.M. WINDOWS LLC. 4298SM.87AVH f 8 m.te.t ao cllntuh tloe 71601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 p a'' W. t POk ANO BEACH, FL. 33069 TELOM2.4.81tm t�.PMsc24WM aw by. TEL (854) 781-4430 FAX (954) 781-507$ COUP -ANL W11-03tM1 0000•• • • • •000•• •••••• 66.00 0000• 0000•• 0 • • •.•••• •0000• • • 0000.. .0900. •0009• .0.0. 0000. 0000.. . .909.. .0909. mt, nravis' 0* SEALS -249 ALUM Mtr-S� �t w/ SEM (uu.) AL-FAROOQ COIi�RAT10N � MONEERS a PRODuar DEVEwP•H?I4r ,fir aeao auuQ+re T.M.WINDOWS.iassws7avETa Fl -.I 2 aw a*= 71U8 91 f 601 N.W. 12TH AYE. MU Mt,FLOMA=74 tPOMPANO BEACH, FL 33069 TF1.WW2M4kiW FAQ CSM 2.26978 EL (9s4) 781-4430 FAM. (954) 781—SM caAP-Aw.\WwI-ON wee*** W • • 0000 0000•• • so 0 •0000• �• •00.0• • • ••0••• 0000•• R•••� � �•� •• 0000• • • • • • • • • • • • • • • • • • • • • • • mt, nravis' 0* SEALS -249 ALUM Mtr-S� �t w/ SEM (uu.) AL-FAROOQ COIi�RAT10N � MONEERS a PRODuar DEVEwP•H?I4r ,fir aeao auuQ+re T.M.WINDOWS.iassws7avETa Fl -.I 2 aw a*= 71U8 91 f 601 N.W. 12TH AYE. MU Mt,FLOMA=74 tPOMPANO BEACH, FL 33069 TF1.WW2M4kiW FAQ CSM 2.26978 EL (9s4) 781-4430 FAM. (954) 781—SM caAP-Aw.\WwI-ON 41.9"37 FRAME HEAD .750 1.749 .937 FIXED MW NG RAL ,.780 1.128 I75O SR?. VENT TOP RAIL .787 .882 .674 .817 SASH LATCH .060 2 ?.0 2.728 .Iso VENT SOTTOM RAIL 748 ¢�— .130 898 FIXED RAIL REINF. 098 2.41 ,140 1.883 DOOR STILE REW. 658 .7811 1.082 t.045 F SASH SIDE WOL .868 .77 1.878 9A3 .OSS 1.488 FRAME Jme 2.09D 2.828 .082 .882 1,857 FRAM SILL DLASS SLOP MME . . ... . . . ... t• Fiva NEAO • • • • •BQ83-T8 - 2.1 TM -117 80&7-T8 - 3.1 - 01 • FIN= SELL • • • • 98063-T8 - 4.1 OW -30123 1 ift MTD. • • • •8083-T8 - &1 T11-113 1 SM. YENT 70P RAO. 6083-T8 &1 YM -112 1 VENT SOTTOU RAL 6093 -TB - • • ••• • • • • ••• FM 0 PAST Y REV. ON MAT108AL KM./SMTUE+6/8T{MA= i.l ON -31788 t• Fiva NEAO • • • • •BQ83-T8 - 2.1 TM -117 80&7-T8 - 3.1 - 01 • FIN= SELL • • • • 98063-T8 - 4.1 OW -30123 1 ift MTD. • • • •8083-T8 - &1 T11-113 1 SM. YENT 70P RAO. 6083-T8 &1 YM -112 1 VENT SOTTOU RAL 6093 -TB - 7.1 OW -31W2 2 VENT JAMB 8083-T8 - &1 TM 11S 0 Amo foRafft ® W83 -TB - BA.1 2/VE10' • tATO• OM & WORM OM • • • CAST 8.1 - AS ROM ZLA& FON4& IFSAUAIN M - 10.1 - 2 • • VE10•STOB (S-tr4" LWO) • • • • • • PtA811O - 11.1 - 2 SP01AL BALANCE - CAUMELL 12.1 - 4 VENT 0010E PL=r - 13.1 WV -3048 AS RIMM BOLE WEATt1ERSIRP VDRL - NO W43MI AS REIN. FIN SEA. WEATtMMWP WOOL 1&1 W43571 AS REOD. FTN SEAL WEATHEMW WOOL - 1&1 - 1 FPAME/YENr ASSEMBLY SCREWS CRS 010 x 1" P.F1. so 17.1 - - I= RAIL Rmout LYO 1&t ODOR sm AmOwidt•Xi T 4=Ut.SIOM - A.UM3M - S.H. Wl OW COMPONENTS � o a s.0 r � �za E 70 =P. - g�IXI!$L�'�II arawing no. W11-03 MIAMF MIAMI DARE Coui4, ' in PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PIRA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 31 5-2S99 NOTICE OF ACCEPTANCE (NOA) "W.mismidnde aov/neral T. M. Windows, LLC. 601 N.W. 12* Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documenWion submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materiel 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 usq of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloct Hurricane Zone. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by AI-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE LWPACT RATING: Lame and Small Missile hnnaCt Resistant J 1. Exoepdon: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall got be installed above 30' above the grade. 2. See Design pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with 6... optional Fin mount are limited to max Dp = +/- 61.0 psf. • 0060 . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cityq ft* and Series and following statement: "Miami -Dade County Product Control Approved", noted herein. *60:00 : ""' RENEWAL of this NOA shall be considered alter a renewal application has been filed and t'h5Mft been no change in the applicable building code negatively affecting the performance of this product. . ""0 ; `0 `. TERMINATION of this NOA will occur after the expiration date or if there has been a reviTCpF.,gr®chango 1rti tXe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoqp1N%tof any, pp#xt, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure is jy with any, section of this NOA shall because for termination and removal of NOA. . . • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flonda,.an i foil Wq the expiration date may be displayed in advertising literature. If any portion of the NOA is di4AayA the4 ft W be done in its entirety. 0' ' 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 & renews NOA # 09-0604.24 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12-0213.05 Expiration Date: July 05; 2017 Approval Date: May 03, 2012 al Page i 6666.. .0.66. 0.0060 6666. 6666. 6666.. 00.6.0 6666.. T. M. Windows. UC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufactam's die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Ai-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 094604.24) l . Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test, TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sear by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and YM 4514 dated 01-25-05, all signed and sealed by Edmundo.Largaespada, P.E. 3. Additional test report No. CMA -416W dated 04-11-00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/FBC 2010, prepared by AL-Farooq Corp., dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp., dtd 05-15-09, -signed &sealed by Arshad Viqar, P.E. (file#09-Np4.24). 3. Glazing complies w/ ASTJME-1300-02 & -04. 6, ' 0946 0 D. QUALITY ASSURANCE Goof • 0 log 1. Miami Dade Department of Permitting, Environment, and Regulai tIZ( m 01ERA). E. MATERIAL CERTMCATIONS • • • • • 0 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their ` t Cle* des *ease 6 colored interlayer", expiring on 05/21/16. 890960 6 6 6 66:66' 2. Notice of Acceptance No.12-0130.01, issued to Cytec Industries Inc. ftr *v"ekol • • • • • • % • laminated glass interlayer ", expiring on 02/08/2014.; • •; •; • 0 F. STATEMENTS 166666 • • •• • 6 1. Statement letter of conformance FBC 2010 and letter of no. financial i6th prepare y. Al- :-a**: Faro oration 01/13/12 ' . oq Corporation, ,signed and sealed by Javad Ahmad, P.E. .. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09-0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER I. This NOA revises & renews NOA # 09-.0604.24, expiring on April 21, 2016. 2. Test proposal # 07-3765 approved by BCCO dated Feb. 07. �, • 1 syr 6- I haq L Chanda, P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E-1 THESE WINDOWS AIS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SE E ()05 ALUMINUM SINGLE HUNG WINAO{9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMB MMONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTIEM. HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD SUCKS 8Y OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. AN"RS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMSEDMENT TO BASE MATERVIL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO 10 UAL SCREWS; THAT COME WTO CONTACT kATFI OTHER DISSIMRAR SHALL MEET THE REQUIREAfENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION EwuAL urEs G DESIGN CAPACITY CWART) . . ... 21" MAX. . . . ... .. .. . . . .. .. . . . . . . . . . . . � II jl 1 1 . . ... . . . . ... ' 1 ii ii . . .. . . . . .. . 47 Sfa" . 00 . VANOW Nor* ••• ••• . 090.-.o dm I „.9 :C. I .I I I I� J 5 1/2" MAX. HEAD/SLL CORNERS M-- 80 I/8 _..., VENT WIDTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL. UTES (LIMIT DESIGN CAPACITY TO *81.0 PSF MAX.) D.L.O. WIDTH (FLXED) WINDOW WIDTH ^ 4,875" D.L.O. WIDTH (VENT) m WINDOW WIDTH — 5.375" D.L.O. HEIGHT - WINDOW HEIGHT/2 4.5" I I na. /21�ff/ 5 2011 F AMINATED GLASS SUL. LAM. GLASS ARGE MISSILE IMPACT W06-34 D.L. OPO. W. FEED)M FALSE Mumm 21" MAX. URFACAE � • Al • • •tEl1p SILL � II jl 1 1 ' 1 ii ii 47 Sfa" dm I „.9 :C. I .I I I I� J 5 1/2" MAX. HEAD/SLL CORNERS M-- 80 I/8 _..., VENT WIDTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL. UTES (LIMIT DESIGN CAPACITY TO *81.0 PSF MAX.) D.L.O. WIDTH (FLXED) WINDOW WIDTH ^ 4,875" D.L.O. WIDTH (VENT) m WINDOW WIDTH — 5.375" D.L.O. HEIGHT - WINDOW HEIGHT/2 4.5" I I na. /21�ff/ 5 2011 F AMINATED GLASS SUL. LAM. GLASS ARGE MISSILE IMPACT W06-34 Wp y • O � U e y N N m 'P O P ppP W t(w,� N P� N ma O' P mm p P 4y ey. N O� N m e A • '4 � l0 e u{y 1 I V m N� W �•� I W 1 � O J N m 4 1 1 Ov V N� 1 W 1 ] � J N �� 1 W m1 1 lti � m� ti W m 10 A� m Y W 0 O m� r m yU m qq aa m � o b o P P 010 S+ b o P P O O N b b V y e I• i bbbbb bo b b 4, j J 0 0 V 0 0 0 V 0 o V V o V J o e V V o o V V V yy o 0 V V 00 V !Q 0 V 0 V 0 00 V VVV�f�I.�II 0 0 0 0 o�b Va G C •9 C o V b b o .1 J o+ V I 1 1 p o b 1 1 0 b o 0 b b 0 0 b b 0 0 b b 0 0 b b 0 Q b a o p b o 0 0 o b 1 o Q O o b I P o O Q b o b o b�b gig 0 q b b b b O b b b b O O b o b O Q b O gig p Q o ob O y� v m g m MITI- m 0 'M m m m m m m m..O. P m m m m- 0® 2 M m w m m m m.m m m m m of m m W W m W O m 0 fl b o b b b b b b b b b b is bb b b b bbb b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b v Ij m m m oma s,m�mr m m m m m m m 2! w m m aIm m o mr m m m m•m m m m mr-m w•rm m tit i E T m m•m m a m T; b b b b b b blb�b b b b b b'b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b.b b b b;b b{_ Illao by b ll, affiaaaffiaaaBaaoa.�Iffiaaaffi b 1 b bm l II o 0:10A b b e!ffiaffi o b aia o � aaaa q o tp v pf aaaaa�aa � b o p4 0 0 o q a @b me mb !!bnn @b @b Qb eb, pI gb b0 Wo qmb mb pb++ @b ttopp gp .$ 0 QOD S Vg ryy�O y b o b o 0 0 0 0 0 0 o b o 0 e {.a 0 0 a 0 o b 1 FRO o 0 0 o 1 ffi b O a o o 0 P b o P p o 0 0 0 0 F o o a b b r a o o a a'a :-� e b a a o e S b b a~ b Vp W S;a a ffi S.a b,b S all a e e o a S 0 0 0. a Q&$ o o a o o ffi b+ b ffi ffi b b ffi$ b bbb ffi sa o b o -Is. o a o g q o 0 o .!I q!b o o O a s b o o a b+ � slap B� ao as.LLaaa Po as I a:maaaa�affia �Ie Po a;aaaaaaaa aaa a.a.alaa g aaaaaar a d� ela j bo b:. c o.e -cc b bb a b o 0 o m b b b b b b b b b b b b o 0 o b�b7b o b b o b b e o o I V asaaffia'all b bbb b= aaaaaa� SaaaSIB a'aaSaaaffi;�SBBBaa��'eaaaa aaa. b o o bbbbbb a b o 0 0 o b b o b bob b 1.1 bbb b o 0 0 0 0 0 0 0 0 0 0 0 0 IIRiaaamaaa.ffiaaal RIE 1118. b- b b b b b b as b 11 a;aaa 11111;bIaa11101:aaaaaaaaa 11111; b b o e� b 0 a� o e o b o olo 0 o D o o a 0 o e o 0 0 0 y :3aaffiffi bbb b b aaaaaaaaiaaa.i�.Spip bo ;mJjSao0Saffiaffi2 te�b b b iu bbb b gaaaaaa b b b b b aaa b b �ffi�$ a bee o e o 0 o OI v o 0 0 0 0 0 0 o bb a o o e o v �aaaa��ffi�a����i�l�aaa;aa'ffiaa�'��aaa"affi���aaa��a�aa�a Fn b b b;o m o o e o o e o 0 o b o 0 Ile opo b b b b N o o a o b o o b o o e b b o 0 0 0 o a o 0 0 j 1111:1 a aaIIaaaaaaaffiaaa!aaaaaaaaaaaffiaaaaaaaaaffi'laaaaa�s b b b bjb P o 0 0 o b b b b o b b b b b;o o b b b b b e b o o b b o 0 0 0 o b b o b b O b b b b.o Y 1 ,�'i ffi a a ffi l' o a Tmsi ffiffiffi ffi a a a a a ajffi a S 91 o S a R A B S191g o 6 b a a'a b a a S b b a a b b a a a b b a a b b aa bjb 8 b ab o bb bb b•b b b b o bib b b b b b o o b b b b o e bIb b o y CMAR A £ o i k Og mc. 04 -u -ns lbr-�o •P P � eNl. qR •••. see •• • • • S1�E5 605 ALUMNA SINGLE HUNG WDW. (1.61.1 T.M. WINDOWS LLC. 501 N.W. 12TH AVE. POMPANO BEACH, FL. 53069 TEL (894) 781-4.M FAX (0$4) 781-5= •• At.-FAROOQ CORPORATION ; a ENQ0MRM8169R0DL=DEV✓:L0PNSW f =a S.W. a7 AYE WAML FLORIDA 33174 • 0000•• • • 0000• 0000•• • • • •••••• •0000• • a • • • •Nm •N vm •'S �'� •` n •N�� ••� v a� gaSaaffiaaaaaaaooQaaSl+aaaaaaAaaaoQaaaeaaa� bbbb o! b o o e o 0 0 0 0 0 0 0 o b m•1n 'pig mwmuaaa$nafA ap�a mp•www'wmm m'maawa!w b f'nmwwuo b b b am b o•e to b o w o� i b o b b o b o o b a b o o b o b b b b b o e b bjb o 0 0 o o 0 o S1�E5 605 ALUMNA SINGLE HUNG WDW. (1.61.1 T.M. WINDOWS LLC. 501 N.W. 12TH AVE. POMPANO BEACH, FL. 53069 TEL (894) 781-4.M FAX (0$4) 781-5= •• At.-FAROOQ CORPORATION ; a ENQ0MRM8169R0DL=DEV✓:L0PNSW f =a S.W. a7 AYE WAML FLORIDA 33174 • 0000•• • • 0000• 0000•• • • • •••••• •0000• • I/8' ANN. (LASS ANN. GLASS p. 1/8' ANN. CLASS ¢ 3/18' ANN, CUSS SLIME r " SILICONE 3 DCW7 CORNING 998 DCW CORNING 995 ANK GLASS 0901 INTEPoAYER SUILEX WG PV8 BY SOLUTIA r1/8" ANN. GLASS r 1/8" HEAT SIREN D CLASS �490" INTERLAYER SAFLEX IOC PVB BY SOLUTIA \ ' r-1/8' HEAT STREN'D GLASS ANN. CLASS -.090' INTERLAYER SAFIM mo PVS eY Scam" +� 3/18• ANN. GLASS SP (CONE f now CORNING 89S H. 1V GLASS TYPE 'E' -1/8' ANN. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS 098'IMERLAYER SAFM LIG PV8 BY 'SOLUTW r1/8" ANN. GLASS GLASS TYPE 'G' GLASS TYPE 'H' G THIS CLASS TYPE ONLY FOR LARGE /BSSILE IMPACT LMSE. NOT QUALIFIED FOR SMALL. MISSILE IMPACT AREAS. GLAZING OPTJO VS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3/16' HEAT STREWD CLASS Tao• • • •• ••• •• UYEtiLiL—u0 sIN • • • • • • . . ... . . . . .. . • . . . . •.. .... .... .. . .... ...... 3/16' HEAT STREWD CLASS Tao• • • •• ••• •• UYEtiLiL—u0 sIN • • • • • • • ••• • • • • •• • 3, 18" NEAT 9TYEN'fb GLASS •SMICOKE • • f.DOB CORNING 995 GLASS TYPE 'r' 1/8' TEMP. GLASS 1/4' AIM SPACE -1/8' HEAT STREWD GLASS 0811' INTERLAYER SAFLEX 140 PV8 BY 'SOLUTIO' -1/8" HEAT STREN'D GLASS GLASS TYPE 'J' Roam UWAND AntYMIuw OM V.BANc101. W!1 ft h 8 � 8 drewing no. W06-34 111•Bi 3 of 7 TYFiOAL ANCHORS, SEE ELEV. FOR SPACING ('ONCRETE 18Y 4 W. SIC. "EDGE i1*0. .. " . ILIUS RATIVE DTLS. ORLY W. OR W. FMSHES NOT BY TM WINDOW Kill k I ril THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tttaQQQt .yy, Ed DIRECTLY INTO CONC. OR MASONRY ONS SEE O1OPTIeL 2 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• OPTIONAL TO OY WOiy WOi CI ' OR WOOD STRUCTURES R SPR40 LATCH I i 2" MIN PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tttaQQQt .yy, Ed DIRECTLY INTO CONC. OR MASONRY • 0d1-OAQE ROVED • • • m BCI i1 SUS OR SEF OR ING SCREWS (GRAIN 2 CRS) INTO METAL STRUCRIRES STEEL : 12 OA -MIN. (Fy - 36 KSI MIN.) ION 2 i p p F I LLr$l1 Aohpftw pa'T ALUMINUM 1/8" THA. (6063-75 MW.) EDGE DST. jl�EDOE (STEEL IN CONTACT WITH AL ALUMINUM TO BE PLATED OR PAINTED) E DST. ' z � tiDfbsown�a ,�j9 u5 AR REEF DRILLING SGYLEWS (GRADE 2 CRS) DST. ^ INTO MWM I-DADE COUNTY APPROVED MULUONS (1/8' THK. MIN.) L (NO SHIM SPACE) ! pq NOCANDCE [STAN MASONRY o 2" MIN. WTO WOOD STRUCTURE m 1" NDN. so I� it INTO METAL STRUCTURE - 1/2` MIN. • • •• • • o y CONCRETE Al HEAD. SLL OR JAMBS Pc . 3000 PSI MON. C-90 HOLLOW/FR-LEO 11LOCK AT JAMBS Fm a 2000 PSI MIN. • • TYFICAL•AMARS • • • • • •APICAL ANCHOS SEE I ". FOR SPACING SEE E1". m SPACING � 4 sg TYPICAL ANCHOAS °� SEE'• WOOD. BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS FOR SPACINGMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM STRUCTURE. a AND TRANSFER THEM TO THE BUILDING IL TYPICAL ANCHORS: SEE ELEV. FOR SPACNG ALL JOINTS AND FRAME CONNECTIONS SEALED WITH {ATR4CON BY 'E i:0(F-177 KSL Fp-Ibb ICO) r OPTIONAL TO OY WOiy WOi CI ' OR WOOD STRUCTURES R SPR40 LATCH I i 2" MIN PENETRATION INTO WOOD d�$ANI6 WITH FIN OPTION (LIMIT DESIGN CAPACITY TO *81.0 PSP MA).) u G all FCA. PE N 70592 b B CAM 3836 � • droving no. W06-34 R2921m I ffa�.4ot7 THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tttaQQQt .yy, Ed DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' IBcAmwxuwb 2 p�•IiMGe/lat% BCI i1 SUS OR SEF OR ING SCREWS (GRAIN 2 CRS) INTO METAL STRUCRIRES STEEL : 12 OA -MIN. (Fy - 36 KSI MIN.) 2 i p p F I LLr$l1 Aohpftw pa'T ALUMINUM 1/8" THA. (6063-75 MW.) �_ (STEEL IN CONTACT WITH AL ALUMINUM TO BE PLATED OR PAINTED) y3 .yds z � tiDfbsown�a ,�j9 u5 AR REEF DRILLING SGYLEWS (GRADE 2 CRS) Lq ^ INTO MWM I-DADE COUNTY APPROVED MULUONS (1/8' THK. MIN.) L (NO SHIM SPACE) ! pq NOCANDCE [STAN MASONRY o 2" MIN. WTO WOOD STRUCTURE m 1" NDN. I� it INTO METAL STRUCTURE - 1/2` MIN. c CONCRETE Al HEAD. SLL OR JAMBS Pc . 3000 PSI MON. C-90 HOLLOW/FR-LEO 11LOCK AT JAMBS Fm a 2000 PSI MIN. •R3 SEALAMS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH r SILICONE OR ACRYLIC SEALANT, MURMURS mvo"r O d O W1 m 1/2" LONG NOTCH AT EACH END OF INTERIOR LEC W2 > 7/8" LANG NOTCH AT EACH END OF EXTERIOR LEG d�$ANI6 WITH FIN OPTION (LIMIT DESIGN CAPACITY TO *81.0 PSP MA).) u G all FCA. PE N 70592 b B CAM 3836 � • droving no. W06-34 R2921m I ffa�.4ot7 . . ... . . . ... • • ••• • • • • ••• vENT unDiH V D.L OPG. .. MS NAX. }/a" AW7L sroN l8 e*.0_10p 8 } — -- 17 TYPICAL ANCHORS � ELEV. STRUCbim TURE 7 i _}'!gt SPA13N0, O 9 _TYPICAL ANCHORS VEC SEEM". _.:.:_r_:c-FDR SPACIND t� .. ._._: _; .....: ._._._. _.": -•-_r._ :__ • 13 EXTERIORaY00D Bl&}vS O.L. OP0. (FIXED) _...._ ERSIRIP WINDOW WIDTH _._.��— TYPICAL ANCHORS --SEE ELEV. FEW SPACING 1 .•. D 1 SEE Ei Fr(PI�oR R M 1/4' AWN. 1/4° Shut i U SHIN 18 -^—°'t 414 7� §zrt Td 3 g VJ89DOW TRpiH MNAR-DADS COUNTY 5d 1 9 FRAME WITH FIN OPTION APPR,O CUPPED MVWON � +1 0 SEE SEPARATE NDA TYPICAL ANrJf= ARVI.A/0 SEE ALEV. F ACING $ i9��S��� •^• 0 8 0 iCmUOW EfW;-JAWD AH" 4�9 CAN. 3838406 2 d � � _a tlrmvtng no. EXTERIOR W06 -34I lvwnow &IDT, YANOOW WIDTH 2 6 2012 ahs Of!) iT&1} PAlll' / �7'T. spc6ctmtTroR• • ATt[./BUPPgfiR/REElAItf� 1 09'-38783 • } APANE NEAR• • • • • _ 2 OW -37731 • � 's- u �-Sso6 • t SILL ate' Hlmlr _ • • 3 tilt-St44B JNAB 'T� y 8 3•• 4 GW -36706 T AIEETB}0 RAtl. 8803-T6 - 9 GY1-38883 } VENT 70P t}All. 113 -FB - 8 ORI -37730 , • VERT 1?lkfOY •AB. (40 VAX) ... �8.� - 84 GY4�S7889- ( 54 TB - 7 QW -31 134 2 Yf]R JAW WILED • • • 0083•f8 e czar-3ta7a 9 19-58 4/VENT OIA2tl•76 BEAD JNib'I.E 8�3-TB - 90. TN -123 4/VENT OIAZWfl SEMI 8083 -TB - 98 TM -170 4/VENT _ GLAZING SAD $083 -TB - 9C iM-161 4/PENT fl1AZ016 BEAD (015UL M. GLASS) 8083-T8 - _ IQ Q8 K 1/2' 12/VENT O1 AZ010 ANGLE SCREWS STEEL PH SNS J tt 4037 (1) S1PoP FIN SEAL IVFA7HERSTR{P - t910.8AIL/FRAME SBL 12 2240 (1) STRIP FW SEAL 1YEA711liiSTRW - VENT TOP 73 3722 (2) STRIP FIN SEAL 1rE11TH JAIrB Sftl.ES 19 2 1 1/Yz7/B`z3/4' FINSFM. PAD FRAME Spl. CORNERS 18 _ 2/YENT LATCH TACK AT S° FROM ENDS CAST VENT TOP ' IBA TN -118A 2/VEN7 SFPot.87 LOADED EtAtES3 LOdt 8063-T8 VENT BflfttlN RAA. _ 18 - 4/VFNi VENT CIH NYLON VENT W. f�iNER3 17 - 2/VENT CAI.WBELCL CL L SPIRAL BMAIVCES - AT FRAME JAf/85 IS 9MR-8302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 N88 -2/VENT CALOWELL BALANCE CLIP - VENT 801'1. CORNERS 20 - 2 _ 812 x 3/4° P.H. SNS STEEL (I) AT FAC11 BIWMCE 21 _ - - 8 812 z t' P.H. SNS STEEL FRAME CORNEtiS ._ 22 - 8 810: t° AH. StdS STEEL VENT CORNERS • 23 9F.H. SNS STEEL (2) AT EACFt LATCH 24 - 4 88 x 3/8' F.N. SUS STEEL A7 FA PIASTtC GUIDE 28 - 1 1x1 3/16z3/4z1/8' CHANNkT. STEEL AT VENT TOP 28 2 txl/4 1KKa4' LONG BAR ALUM. (,) AT FA HTO. RAIZ. END 1 1/2xtx1/221/0' CHANNEL S1EQ. AT NEEfiNO RML 28^ TAt-161 a FIN iRpe FOR ,IAMBS 0003 -To - ?0 1M-183 1 FPI TRRd FOR HEAD 8083-78 - . 30 TN -189 1 FW 7Rtm FOR SILL 31 IM -178 1 HTO. RNL REINFORCITEi CHANNEL 6083-T8 A7 'TING RAB. sa TN -178 .. 1 mr RAP- REINFORCING CIiAtB•1EL 8083-15 AY VENT TDP a • f•t i • • ••• •.• :0.0: • i . •• . • . . . . .i.•• . i • ••• • • • • ••• �J.042 1'� "{ .728 .500 -f • • i • • as• • • • • • • t X138 • • • • 082 • • ♦ • • • g • • ,gam �� O i,gSO 84 .052 .847 L { .052 1'500 2.590 •082 27 Q t.000 • • • • • • Q • • • 1.092 3tee-_ I 39 3.719 7.�0 28 1' • •1`� • • • • • • J1 • f • i • • t • • •830 •800 • • • • • • • • i4 • Q a 1� FRAME HEAD 1.925 -LL 3.097 - .280 • s • • • s • • i'i • Y .0457�� -.408 1.000 .... 2.378 U FRAME JAMB O NAIL FIN (HEAp) MTO. RAIL REINFORCINGS STEEL MTG. RAIL RETNFORCNIGS ALUMINUM 1.280 .388 t °T 3.340 2.188 1.088 .082 236 002 .082 2.190 1.000 1.187 .Q40 1.11 .888 .802Flc .582 1 4 3 1 .128 1.378 .923 O RXED MEnNO RAR Q VENT STOP ® NAIL FIN (JAMB) TOP RAIL REINFORCING TOP RAL REINFORCING ALUMINUM .qf �Je1124 0 f' 4I 1.J7S • I¢ 1.188•-� 5.199 -.082 3.277 2250 -�r 1.374 082 9" 89 .040 .300 23^I yQ x.052 gg1.75D � ZZ I.O� •� _ 2'� L 1.214 GLAZING BEADS _ � �, VENT TOP RAR 07 SASH SIDE RAR® FIN SRL) LATCH LOCK I3oncrI�y� +�t*pY•lfttllD X $ g R NAIL 3.248 .8EI7 ^2� I a2oa- .O� � a 3.z45 a � � g 997 89 2.830 I Iga 3A27 1 4.347 .002 2.938 3.439Z17. 4.312 3.812.082 F 3.530 ^oe �B841.378 L BOTTOM RAGS SILLS n07E: Un" spy CAN BE USED APR 2 5,201VENT � lg;�@l 63FRAME • $ ams revisions SEwFS 605 ALUMWUM SWME HUNG WDw. {LdLL) AL-FAROOa CORPORATION a S scan 1/Y e r 1 n.oaos REV. PER S= aomururs T.M. WINDOWS ILC. E,gg ENGINEERS/ A�� DEVELOPMENT � NT f' m c 01.1 am a waa oFnM aoo. 601 N.W. 12TH AVE. MUM4FLORDA339.74 C► $ ar. by Ao 0 0saa.0a tIBM rat mm rac POMPANO BEACH. FL. 33064 TO.PM26*69W FAx.c�s7aesea7s z F ("Aw fi0 l7MtldC Tm SMCET V •ia .ee�1 TEL (964) 161-4470 FAY- (894) 787-9078 tAMP—ANL WG6-341M1Y