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WS-11-1818Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168058 Permit Number: WS -10 -11 -1818 Scheduled Inspection Date: December 22, 2011 Inspector: Bruhn, Norman Owner: STAPLES, CLINTON Job Address: 842 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COASTLINE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142900 Phone: (954)658 -5322 Building Department Comments REPLACE WINDOWS AND DOORS WITH IMPACT STYLE INSTALLATION ONLY Passe Failed 2,F; Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 165099. Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 21, 2011 For Inspections please call: (305)762 -4949 Page 17 of 25 BUD G PERMIT APPLICATION FBC 20 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 I I Permit No. ` Isl I Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): �»2 �a� � IL /0/e C Phone* Address: g S7 City•,A % rg- + . State: Tenant/Lessee Name: Phone#: Email: zip: ?3 / ?g JOB ADDRESS: ev.2 / v /_ City: Miami Shores County: Miami Dade F o l i o / P a r c e l # : / j 3 O % 9 1 - ' 9 Is the Building Historically Designated: Yes NO -X Flood Zone: Zip: ? / fE CONTRACTOR: Company Name: e 4 , ✓11,L' clis /J d'l Phone#: gS S 7 Address: 0 ' CieCie". City: Qualifier Name: 44:7,01.-,) / 3 State Certification or Registration #: �6 G Contact Phone#: 9 > V �� — 7-(50g f� ?'f/7 Phone#: 9� %%G� e? Certificate of Competency #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 4.5 G Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New , Repair/Replace °Demolition Descri 'on f Work: a ..� / '' s Iv; /i 474 i Jer **** *** * * * * ** x********* **** n ******* *** Fees **** * *** *** * ***** * * ** * ** oci Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • n a�P 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 FT.FCTRICAL 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 co ' y of the notice of commencement and construction lien law brochure will be delivered to the person whose property is su r to att' hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins coon which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w and a reinspection fee will be charged. Signa Owner or Arent The foregoing instrument was acknowledged befor;me this 16' day of 147 , 20 IL, by 6."),/,'/ 34/71e--) whatrpersoaally knower to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of S'/" ,20 �,by Jr�J Q ,a ed who is personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign' Print: My Commissi) S AWN CANGELOSI A Notary Public - State of Florida _• •i My Comm. Expires Aug 25, 2013 of Commission # DD 918427 * * *�r**** *,x,x=�u** ixit**BeededifMaedgg tfloeal Asee, x* ***** • BY 4,(7- APPROVED Plans Examiner Sign: Print: My Comtidis s ®i `- es: SHA CANGELOSI Notary Public • State of Florida My Comm. Expires Aug 25, 2013 Commission # OD 918427 *Iandem+edglhtlalloeabi8e� * ** • Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) CERTIFICATE OF INSURANCE DATE (MMIDDJYYYY) 9/30/2011 PRODUCER PATRIOT RISK SERVICES, INC 200 F. f3ROWAIW BLVI) SUITE 2000 FT LAUDERDALE 33301 954-727-7000 Tills CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE AMB# INSURED Howard Lensing Inc IJC /F Coastline Window IE Doors Inc. 6302 Manatee Avenue Went Suite IA; Bradenton FL 34209 INSURER A: GUARANTEE INS1JRANC6 CC). 2300 INSURER B: INSURER C: INSURER D; INSURER E; COV ERAGfeS THE POLICIES OF INNIRANr g LI511U BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TAUT POLICY PERIOD INDICATED. NOrAf ruurtuawc ANY REQUIREMENT, TERM OR CONIMTIGN of ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WTIICTT THIS CERTIFICATE MAY EE IM5UEI) OR MAY PERTAIN, THE INSURANCE AFFORDED RY THE POLICIES DITRCRIBIID IITIREIN ISSUBJL'CT TO ALI TEAR TEEM& EMCLTIRIONS AND CONDITIONS OP SUCH POLLCUSB. AOOREOATE LIMITS SHOWN MAY HAVE BEEN REDUCED TTY PAID CLAIMS. INSR LTR ADM INSRD TYPE OF INSURANCE _.._.. POLICY NUMBER POLICY EFFECTIVE rJATF(MMJODt?YYy POLICY EXPIRATION (IATCtuM/LILvYYTT) EACH9CCi1RfttNC! .. LNSTB $ .. - =NEPAL LIABILITY PORL/OEM.uAwulr CLAIM C ❑ OCCIW IIAMAGETO RENTED PRE M S _• ' MEO F. %P Mgt 6rwl p.esaaJ S - PERSONAL s ADV INJURY S _ AM -lml CENERAI. AGGREGATE S - kWrr•KIE 1.160 APPtIOPUr. Acv ❑ mum 1 1 LUC PRODUCTB-CQUPIOPACO AUTOMOBILE LIABILITY ANY AUTO ALLOWNED AUTOS SCNCDVLCD AUTOS MINED AUWO5 NON -OWNED Al1T05 _ COMBINED SINGLE LIMIT (Each Aaaltlaal) BODILY INJURY (Cash Parsee) S BODILY INJURY (Per AssManq PftOIVItTYDAMAGE (P.PAee(d.at) - 'e�a''p'jat.SLIAWLITY I ANY AUTO AUTOONLY•EAACCIBere S OTHER THAN FAA= S AUTO ONLY ASO $ . ENDERS/UMBRELLA LIAEB,ITY OCCUR El CLAIMS MADE RBCDUCNDLC RETENTION $ EACH OCCURRENCE $ - AGGREGATE '.II - A MIWIRIPIA CWRrOM+ATION AND EMPLOYERS' LIABILITY ANY PROPRIETOItIPARTHERrEXEZITNE OFFICER/MEMBER EXCLUDED? NO II, yes, deREIER under SPECIAL PROVISIONS Whin OPEO258000001 -111 6/1/2011 I 6!1/2012 W STATIL EEL X IOW LINTS ea $ 1.000.000 $ 1.000,000 S 1.000.000 OTHER DESCRIPTION OF OPERATIONS ! LQCATIONSNEHICLES ! EXCLUSIONS ADDED BY WOrker.'compereation coverage is (molded by DADtmct to Ml nntiptoysee of Howard Lcaaiug, luc assigned to Cc/Banns entlidCIyvaa IIUt avinwed cud ae6lgned by Howard Leasing. Inc. to Coastline Windows R Mum IRE. eff4+:tiva nA/01 /3D11 Fa,C 305-756 -8972 ENDORSEMENT! SPECIAL PROVISIONS Windows & Doors Ina. Coverage does nor apply to AIIy City of Miami Shores 10050 NE 2nd Ave Miami Shores. FL 33138 SIlOULD ANY Olr TILL ABOVE DESCRIBED POLICIESRE CANCELLED REFCIRE THE EXPIRATION DATE MISREOIF, THE ISSUIL4O INSURER WILL ENDEAVOR TOMATT, ID DAYS WRITTEN NOTICE TO TI III CERTIFICATE HOLDER NAMED TO7HE LEFT, MIT FAA.URli TO DO t10 U TALL IMPOSE NO OHLIQATION OR LIALSILTY OF ANY KIND UPON THE TARCI R, TTR AOEMtE CSR REPR DRLNTATIVE& - -- AUTHORIDR. MfkWiIA 'iv t'A41AI Ac# 4996788 STATE OF FLORIDA vEMPARTMEn TIIgYRLgg SYQggL Anon CONSTRUCTION INDUSTRY TRCEE NiAD SEQ# L10061600981 LICENSE NER ::.,` 06/16/2010 CGC151696Z . The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chaptea Expiration date: AUG 31, 2012 SMID KAREL Z COASTLINE WINDOWS & DOORS INC' 1081 FLORANADA ROAD OAKLAND PARK FL 33334 . CHARLIE CR1ST GOVERNOR DISPLAY AS REQUIRED BY LAW CHARLIE LIEN INTERIM SECRETARY Coastline Windows & 1018 Floranada Rd. Ft. Lauderdale, FL 33334 Phone: 954 - 776 -5827 Fax: 954 - 776 -5829 coastlinewindow@bellsouth.net QUOTATION ❑ CONTRACT U?" LEGAL OWNER OF PROPERTY ail.) 7 S r A(/ c JOB SITE ADDRESS IV C c1 674 CITY thAt .S1-6 5 ZIP .33 13 $ JOB SITE # WORK# CELLULAR # FAX # 3T41 -4.4— tt1>•3 ON) j boo 3 I- 5L: 1 7.)_ \A'"S brX) Qt81 •`14: oJ& 'S ,a4DA1- 7- 1r"2".)04 s •... LEGAL OWNER 0 PROPERTY ONLY DA PERMIT & ENGINEERING ARE INVOICED SEPERATELY MENT WILL BE HONORED. By COASTLINE ROWS DOORS, INC. / p BUYER'S if this is a home solicitation sale, and you of RIGHT nt the goods or services, you may cancel this agreement by providing written notice to the seller in person, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment.' ON REAR NOTICE OF CONSUMER RIGHT I HAVE READ AND UNDERSTAND THIS CONTRACT COMPLETELY, INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. BUYERS INITIALS X r �� ERI L a=1NSTALLATION 50% DEPOSIT 25% DUE ON DELIVERY � 5-00 00 OTHER BALANCE DUE ON COMPLETION 3,ioo, 00 Please make all checks payable to: Coastline Windows 8 Doors, Inc. Ptt4t WHITE - OFFICE / YELLOW - CUSTOMER NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO.,-...Z204-0/e/—„:290o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FL. I HEREBY CER THE UNDERSIGNED hereby r ler y glues notice that Improvements wiB be made fo�in real property, and in accordance with Chapter 713, Florida Statutes, the follow! is provided in this Notice of Commencement. 1. Legal description of pmperty and s t rrv/address• ..off• !71 i a,h, 2. D ripti n of Improvement ife if, r!^ /J oe s r /.7 4. ry r .r C 3. O w r(s) name and address: Interest In properly: /r/`Ti ' Name and address of fee simple titleholder: 4. Contractor's name, address and phone bar: 1 . ' ell LI �� 1 ✓ � 111111111111111111111111111111111111111111111 CFN 2011R0686959 OR Bk 27857 F'9 1355; (1p9) RECORDED 10/13x'2011 10:02:17 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COLII4TYr FLORIDA LAST PAGE IDA, COUNTY OF DADE FY that this fesfs espy of the offico on 1' T'- 't') HARVEY By iGr� J' �JiIOe�C� and °MGIat CLERK, AD20 L of Cant C. ,1ry ,-<<s Fl Space above reserved for use of recording office 3 l3 o -.57 ,.>` -21- g/A75 -- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expfration date 181 year from the date of reoofulnp ur eao a dalerant date is speotMAJ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UN • 1 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU • PE' A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 1 D 0 OBTAIN INANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y ` Signature(s) - O ids) . Owner(s)' •• �. / Partner/Manager Prepared By id' 1 �'� " Prepared By Print Name `Y L. Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE `,� The foregoing instrument was acknowledged before me this /I J day of c).CJ B Individually, or U as for Personally known, or U produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) Under penalti that the Signet BY foregoing and ge and belief. Officer /Director /Partner/Manager who emit By SHA ' CANGELOSI % Notary Public - State of Florida •i My Comm. Expires Aug 25, 2013 Commission # DD 918427 Bonded Through National Notary Assn. 'rnT 0 4.2011 63 CITY s') -9 r Pc' / „.... , , \c,„... LkY Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DALE /c9-7-ir SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS CATEGORY Engineering Services, Inc. 5 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784 -6991 Tel / (954) 781 -5708 Fax CA #25854 2007 Florida Building Code ASCE 7 -05 Design Pressures for Components and Cladding Wind Velocity (mph) 146 Importance Factor 1.00 Exposure Category C GCpi + Kd Mean Roof Height (ft) Building Width (f) Building Length (ft) Roof Slope (x:12) Width of Edge Strip (ft) 0.18 0.85 21 60 80 3 6 Wall Openings Contractor Coastline Windows & Doors Prepared By AS Client Name Staples Location 842 NE 96th St Miami Shores, FL 33138 Our Ref CWD 51110928 Opening ID Opening Description Location Zone Opening Elev. (ft) Opening Dimensions Width (In) Height (in) Max. Positive Pressure (psf) Max. Negative Pressure (psf) la Picture Window Mulled ( 1 of 2) 4 9 72 1/2 55 1/2 46.5 -50.8 lb Picture Window Mulled ( 1 of 2) 4 9 72 1/2 48 47.0 -51.2 2a Horizontal Roller Mulled (1 of 3) 5 9 43 51 1/4 48.5 -64.0 2b Horizontal Roller Mulled (2 of 3) 5 9 38 51 1/4 48.9 -64.8 2c Horizontal Roller Mulled (3 of 3) 5 9 45 51 1/4 48.3 -63.7 3 Horizontal Roller 4 9 55 39 48.6 -52.8 4 Horizontal Roller 4 9 75 51 1/2 46.7 -50.9 5 Horizontal Roller 4 9 24 1/2 36 1/2 49.9 -54.1 6 Horizontal Roller 5 9 59 1/4 48 1/2 47.6 -62.3 7 Picture Window 4 9 20 19 1/2 49.9 -54.1 8 Picture Window 4 9 20 19 1/2 49.9 -54.1 9 Picture Window 4 9 20 19 1/2 49.9 -54.1 10 Picture Window 4 9 20 19 1/2 49.9 -54.1 11 Picture Window 4 9 20 19 1/2 49.9 -54.1 12 Picture Window 4 9 20 19 1/2 49.9 -54.1 13 Horizontal Roller 4 9 36 49 1/4 49.2 -53.4 14 French Door 4 9 70 1/2 88 45.1 -49.4 15 French Door 5 9 78 3/4 87 44.8 -56.7 16 Horizontal Roller 5 9 75 1/2 50 1/2 46.7 -60.5 17 Horizontal Roller 5 9 97 51 1/2 45.8 -58.7 18 Picture Window 5 9 19 51 1/2 49.9 -66.8 19 Picture Window 5 9 97 51 1/2 45.8 -58.7 20 Horizontal Roller 5 9 19 51 1/2 49.9 -66.8 21 Horizontal Roller 5 18 52 1/2 63 47.2 -61.4 22 Horizontal Roller 5 18 52 1/2 63 47.2 -61.4 23 Horizontal Roller 5 18 52 1/2 63 47.2 -61.4 24 Horizontal Roller 5 18 52 1/2 63 47.2 -61.4 25 Sliding Glass Door 5 18 60 80 46.0 -59.0 Analysis by: Emma T. Mellinger, P.E. Fr 0049 i 10'3/2011 Product Approval Review Form Address: -�� .GG 96j� 4'4fils "/,"-,,1_S r% Ffi Contractor: -, �/, G 4' e f L, t,,c Lot: - �' ras J �G ��r) c Lv, .� Block: -7j' # Opening Location (Room Name) Si2e NOA Number NOA Design Pressuure rating Opening Required Pressure Rating Egress Requirement Shutter Requirement Width Height ( +) psf ( -) psf ( +) psf ( -) psf Yes No Yes No 4')'-; , 1 l �� • s' /D / ' /2 ✓ YA- S6•5' & LR; z ' -A' Y� pl) / /14 /j %s' 7_ yl e) 51 2 T 6121 -•-._ 4/3' /-4-5 ®(1 _!/le •0K ,,? S'O' `TS' •)- CV-e Y / G ov . ' 6415 09 - ///e - L' j;(f) ,57Z) W. ? (-',57 X Rvt y . 5- / .�J - q _ I / /C . G' ... 5?,-) ') ?S7 L 6s' 7 a- y 3 , gy F., s S . 9 0 9 _ // • d . 5b-_:) FT .6 c,�. . ,- p 4`? ; L--. _ ��;d - L_ i C 5 /, / ma" cT"('' l,-2< Jf i ' 0 3 _ fie) -, c •) ?l 9.7,6/ b.2 • _ _ 1.v- � ) / _ .� /0 -,9x /4� ,3 7 7 5'''.i 5V- at.plrabie dcta +i section attacharient .ma glass :ypx: Rev. 5/7/2009 Product Approval Review Form Address:- 5` ./� 4111 E 9� '14 5'/ i/:.r," SYe, -(s ! —) if/ 757 Contractor:- ICGi% S� r v� pc9 I tG� fi Lot:- 5 Block: v Opening Location (Room Name) <3h, ;1ret/ Size Width Height NOA Number l� _ 1:1,1/,i NOA Design Pressuure rating ( +) psf ( -) psf i(2% Opening Required Pressure Rating Egress Requirement Shutter Requirement ( +) psf X7,9 ( -) psf Yes No y Yes X70- 1 1;' -7 /� - / /ihi.0Y / No y4i • 7 Cl Ys: 5-5', 99- nJ7Ar- 27 gv.s� _ Y //& , (�2. cc7 Ad V. k /d _) / ,13 72 7.7 92 7� g) e‘ %2 "j.z t >6- 5 " NOA. t'A Irp Rev. 5/7/2009 ;41,pfracte ,kra +l su :P.sr -?9 RO and'. I r.rc.,t .uxl a:: s;, .YID y /ii Product Approvlal Review Form iv Address:- o ' ° Contractor//,.4 vt �, �_py.S Lot:- - , / Block:- �� # Opening Location (Room Name) ? Size 1 NOA Number NOA Design Pressuure rating Opening Required Pressure Rating Egress Requirement Shutter Requirement Width Height ( +) psf ( -) psf ( +) psf ( -) Yes No Yes No I2 / ` � � � C � � J ' f . s ' � . > c d l _ � / / c . 02 ?,'1 70 r-/. %psf �i• A /x , (1/P- , >5e1--/ , - s 6 s ) 7 // io , 00.2 g- (1 e, (J ' /., / * y /, 0c/'v ‘ a.o �C.() 09 _�'�'l9. C6 %(.D %�.d < ;`� ? 5 ?/) , �� ' r +;•111(01• . NOA. I'A usr se:a.,,' alto] iur.ic:U and :7::, , .ypt. Rev. 5/7/2009 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12th Ave., Pompano Beach, Fl. 33069 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. 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 & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E -2, as well Its approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No 06- 0327.02 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by A1- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL-3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Ishiq I. Chanda, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer ", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate ", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. E -2 Ishaq L Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 1- 149 3/8' FRAME WIDTH 1 11 11 1 ANCHORS AT YTO. SIRE ENDS (4) WOO. FOR WOOD INSTALLATIONS (2) RECD. FOR CONC. INSTALLATIONS 13' MAX. HHEAO%S� L I 11 1 11 II ' FF-- Il II , II II II II II 11 II II 1 1- 11 33 3/8' C II /\ T- 25 1/2' D.L OPO. 34 1/2• PANEL WIDTH =ELITE WIDTH t 34 I/2' PANEL WIDTH 71 8/8' DOOR FRAME WIDTH ( OXXO ) SERIES -230 ALUM OUT -SWING DOOR W/ SIDELITE$ O00RS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH A1E REOUIHEMEN1S OF THE FWPop4 BUDDING CODE 20(14/2007 EDIRCH INCLUDDM HIGH VELOCITY HURRICANE ZONE (P4142). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 10 BASE MAMMAL SHALL 85 BEYOND WALL DRESSING CT STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD OURAIION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAJETE05 INCLUDING BUT NOT LIMITED TO SCREWS, THAT COME 0170 CONTACT WITH OTHER DISSORIAR MATERIALS MM. MEET THE REGUIREMENTS OF 2004 FLOOM BLDG. CODE SECTION 2003.8.4. fi- - -- fi - 1 33 3/8" D.L OPG. 1 1/4" 37 5/8" 5' MAX. CORNERS ANCHORS AT 111;. STILE ENDS (4) RECD. FOR WOOD INSTALLATIONS (2) REM. FOR CONC. INSTALLATIONS SURFACE APPLIED FALSE BE USED _ _ 1 SMITE WIDTH •s:111 TYPICAL ELEVATION 71 5/8" FRAYS MOTH B' 13' MAIL. G ;-I :; hill \ ii / 11 / :r p = /7- 31 - - - -- ii ' ii --- - LL -___ II \ 11 \ ii \ll IN -A IbTIVE IIt\ _- 1,- II \ oii \ \ i \ ii \ 11 V, \ = = =-.IH -,_ LOCH: '/ _ CPfI�N II / 0 / ii / 11/ ACNE / 11 -f' - II--- / II / ii Nemo SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. TT 28 5/8" D.L. CPG. 34 1/2" PANEL WIDTH ( XX ) 28 5 /8- DL OPG. 34 1/2" PANEL WIDTH S' MAX. HEAD/SILL CORNERS autspbisi NAMtFluids ItridigiCak A o.No1a02- Esyhpim DAN an/IL/W:02- lzJly milyadialmozik Olrtloo LAMINATED GLASS LARGE MISSILE IMPACT Do: 0R. HpU�MAMYCI OR000 gkII yF� STRuCTLWES HA CAN. 3538 i z lig 8 sheet 1 of 6 ) DESIGN LOAD CAPAcITES - PSF FORMES SHOWN BELOW OR SMALLER GLASS TYPE 7e MASS 'TYPE '8' EXT. ( +) INT. (-) EXT. (+) INT. ( -) DOORS W/O SIDEUTES 80.0 90.0 90.0 90.0 DOORS WITH SIDEUTES 80.0 90.0 - PL FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED UMR EXTERIOR( +) LOADS AS FOLLOWS 1 -5 /8• THRESHOLD - +53.3 PSF 2 -5/8' THRESHOLD - +80.0 PSF 3 -1/2' THRESHOLD = +90.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 37 7/18' MAX. 7 (X) 71 5/8' MAX. 78 1/4' M*X. ( 115 3/18' MAX. r 110 1/2 MAX. /. (OXO) �1 (xxo) (OXX) 115' W.X. /. :j. (xox) 149 3/8' MAX. (OXXO) APPROVED CONFIGURATIONS 0.480' OVERALL LAM. MASS GLASS TYPE 'A' ( E 3/1C HEAT STREN'D CLASS 090 SAFLEt1 IX1 XEEPSWE IMAM' PVI INTERWYER 3/18' HEAT SIREN'D GLASS SILICONE TREY= AZE 500 S700 0.460' OVERALL LAN. GLASS GLASS TYPE 'A' (0009 LEAF) - 3/18' ANNEALED CLASS .081 SAF —GLAS POLY ARBOWDE LAMINATE 3/18' ANNEALED GLASS SILICONE TREMCO TRELGlAZE 500 GE RO57700 0.456' OVERALL LAN. GLASS GLASS TYPE '13' (Dan LEAF) GLAZING OPTIONS Enpr. OR HULLAVOLIN FAR , 000 SITTJCILIRES FLA. .' AJ.' 8 a2 Z 8 a a 1 8419DLK'r Lamm, a own Code E X110 g1rltb ie�rv.,;,f, 'u 0 1 Miami I� I dra#1ng no. [ W02 -77 4 4 (sheet 2 of 8 ) TYPICAL =HORS SEE ELEV. FOR SPA 1BY OR 28Y TYPICAL ANCHORS ROOD BUCKS SEE EtEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TEA! OR 2BY WOOD BUCKS TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA TAPCONS BY EL OD INTO WOOD STRUCTURE 1 -3/e MIN. PENETRATION INTO WOOD 1HRU 1BY OR 28Y WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4* MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4- MIN. EMBED INTO CONCRETE OR MASONRY 1/4' SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EODE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO W000 STRUCTURE = 1• MIN. INTO METAL STRUCTURE = 3/4' MIN. READ. FOR DESIGN LOADS ABOVE +80.0 PSF REGD. FOR LOADS ABOVE +83.3 PSF a TYPICAL ANCHORS SEE ELEV. FOR SPACING ua -dineniffaiMinitlOM& TYPICAL ANCHORS SEE ELEV. FOR SPACING droning RO. W02 -77 (sheet 3 o1 6 V� 4 � 1 2.129 ITEM / PABT / MI111M77Y 1N1IION MATERIAL YAN!'./B.OPPId68/3011tARIER .062 1 711-360 1 FRAME HOD 8063 -T6 - 2 w zesty 1 FROM sILl Ross -Te - Z 0 t Fe §^f L' o 8 t p .B t 1 p. d 4 1r ' W 110 I� I L773 -� �� II 7A 28 0837319 114164 1 1 ALT. FRAME sal ALT. FRAME SILL 6063 -T8 8083 -76 - - 1.594 L72S • JNJ' 0.310 CR 37888 CENTER HINGE X572 3 OW 36572 2 SIDBIIE FMK 6063 -T6 - 1 Ly00 SA 114175 2 DOOR JAYS 6063 -76 - I 4 OW 36049 1 PANEL LOCK STILE 6083 -T5 1.848 ----II HEAD TM -038 FLUSH BOLT GUIDE OW-27646 .248 E -yI I j 4A 714172 1 ALT. PANEL LOCK SIRE 6083 -76 - a OM 36935 1 HINGE MB. HE STILE 6083 --75 - 8 7M -081 2 PANEL TOP/BOTTOM RAL 6063 -75 - 0.572 WA 37889 -A OUTER 241802 HR1GE PD4 7 GW 31828 4 WFA1HQ8Ha1P ADAPTER 6083 -75 END OF DOOR STILES (70P/BOTTOM) 2.125 - - - 2.125 8 0W 37869A 2 /HINGE ASSY. 1M OUTER BMTT 82802 6083 -70 DOOR PANEL/FRAME FIEF SIDE 3000 9 ow a7eea 1/HINGE ASSY. 7M CURER BUTT 11NGE 6083 -76 0008 PANEL/FRAME IDxE 510E 1.012 -1 3.400 1 �, LoiP 10 taF 32222 2 OOQI 2.008 BMSFRT 8063 -79 2.000 SIRE 11 - 2/ LEi1F 3/4 x 1 1/4 x 3/4 x 1/8' 788. GAP ALUMINUM r LONRi ' ,062 1.843 I �I ( f � 1.843 12 16 - 4037 2/LEAF AS 9200. TM FLUSH BOLT ASSEMBLY 'UURAFNr CENTERFIN WOOLPOE ALUMINUM WO0L DOOR LOCK STILES LOCK STILES. MMES. HEAD. SU. 17 GW 27848 2/LEAF FLUB 80LT GUIDE. r LONG 6083 -75 LOCK STIES ENDS (TOP/BDTTOY) ..... yi Ft 8i 1 g L3 'TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL. (954) 781-4430 FAL (954) 781 -5078 � . V F.10 x 5/8- SYS _ 11040E CAP 110 22 5/8- 19 1/HINGE 7/32'4 MINCE P84 SIEO. AT FACFI E144LE ASSE11)LY L�0- 20 2�1 - - -- _ _ AS REED. /10 x 1/2' F.H. UNDERCUT 585. syEEL AT FLUSH 60113 SIDEUTE FRAME G11 36572 2/LEAF 1/20 RWFACED ROD. NA91ER & NUT STEEL - - TOP/BOTTOM ETD RAILS -- - DOOR JAMB TM175 22 52925 400 1 KW06ET MNOBLOCM ACTIVE LEAF ACTIVE LEAF - 23 SERIES 600 1 MOST DE1D80LT 1974 750 �(,��I III 900 -� 24 26 26 - 2 /HONG: ASSY. HI NE BUSING MASTIC 11INlE ASSEMBLY - 3a DUST PLUG (OPIDNN-) PIA411C 0009 JAMB MSTALL SCRIM HOLES AS RE00. #10 x 1' PH. SYS. (434SY. ) STEEL 0008 FRAME MdOERs/YULL CUPS 379 , L29 - ' g 3SIO1 t7- 29 _- _ 2/HINGE ASSY. HINGE CAP PLASM MAW ASSEMBLY �� TT WEATHER -STRIP ADAPTER GW -31826 7.689 1 1 sal ADAPTER (Y x 1- x 1/16' TUBE) ALUM 30 1 Sal AOIPTFR (1/2- 6 1- 2 1/16- TUBE) ALUM 3.000 j HINGE 11 a 0 2.000 0 _ 31 1M -075 1 LOOP SIRE REFffORCOtENT 6063 -T3 FULL LENGTH • DOOR LOCI( 27OES 34 35 _ 37 37A 714 -054A 2 1RAMat 6063 -75 BETWEEN 00074/SIDE LIME JAMBS 67 31858 4 WES STOP 6063 -75 SDE UTE PANIC PMMIETM1 385 L r .675 .415 I- 1.750- GW 38737 OPTIONAL 0.0. DECORNME MOULDING 6063 -T5 000R PANEL PERUSER 2.126 ASSEMBLY 714 -1555 0PROWL 00. DECORATIVE MOU.OW0 6083-76 DOOR PANEL. MASTER ` '0,- ,,,, L Ej[j"' - - DOOR TOP & BOTTOM RAlI. DA 081 ) 4753- - - 4.753 - - -� BOO DECORATNE MOULDING © 3.000 .062 •625 075 �Il UO T yg00 .„ L - 1 LI L n 2040 1 750 L750 11 L750 A> .062 r :M L� _ h- --I l� I .0 .062 -N- 4000 O DOOR 3� STILE 4.000 ALT. DOOR 1 72 LEAF STILE .�,� -.332 0) DECORATIVE MOULDING 3186 DOOR ESTILE � W O ROMMOO L1S7 PT106UCT RENEWED MD`UeFTIL1dA '-'' 1 8 i ; 1 .- g - 1.I57 . _- r_ .900 r- '� 3.790 T +{•780I 1x.250 -1 I-T awn OR HJIAf/01M FAR000 Z 4 IZ• N- , 74-141 �,.s - -I- .640 .625 i � . it .640 ��'� TIC !� '062 '^ I° drawing 7 W02 -77 A4S GLASS STOP GW -31958 1-1.-- ^1.840 - -1 3.009----- --��II STD. FRAME SILL OW -28815 aebD ---� ® ALT. P1848 SILL � amD ® ALT. FRA 84 SILL .123- J7 LOCK 51 LE RENFORCEMENT (sheet got 8 SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. HINGES; 7 -5/8' LONG ALUM BUTT HINGES. AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; OPTION +1 STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON IDDTERIOR 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 iNTERR21 AT EACH ACTIVE LEAF LOCK S11LE, 39 -1 /r FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(0X) DOORS, (2) AT SINGLE(X) DOORS OPTION 12 MULTI —POOR LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WRH (2) 112 -28 X 2 -1/4. OH MS METALLIC STRIKE PLATE AT 34-1/r FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) /l0X 1 /2FHSMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/r & 76 —l/2' FROM BOTTOM FASTENED WITH (2) —32 X 1/r FH MS OOTNE AND RAMS LEWS 10 BE D 1 PE OOF F H1 MACAW %WINO FRAME TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER ro z F 1 1 Er{n OH. IAARYOIAA FAR00: SOWENRES RA. ANN./ 1 4 2008 PRODUCT RENEWED rmrplyie i "Mb the Florida Meeptesee No cline ,R7t L1hWe DQ o$ og a tl 1 drawing no. W02 -77 reheat 6 o 6 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions — L.M.L APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL—Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, 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 renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp • n 09/16/09. Jaime . Gascon, P. Chief, Product Control Division NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 E -1 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND D CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUEEMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (IHRO) ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUSE MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOWS TO THE STRUCTURE. ANCHORS SHILL BE AS LISTED. SPACED AS SHORN ION DETAILS. EMNEO 5841 TO BASE Kam5RIAI SWILL BE BEYOND WALL COVERING (STUCCO. TIE ETC.) ANCHORING CONORIONS OTHER THAN THOSE SHOWN N THESE DETAILS IRE NOT PART OF IRS /PAROYM . A LOCO DURATION INCREASE 4 USED N DEW)! OF M40081 INTO WOOD ONLY. WTERALS mum BUT NOT MIRED TO STEEL/METAL SCRBI S. TILO C) INTO CONTACT WITH OTHER DISSIMILAR MATERMLS SHALL MEET THE REQUIREMENTS OF 2007 FLORIOL BLDG. CODE SECTION 2003.8.4. 2411.33.3 AND 2328 INSTRUCTIONS; USE CHANTS AND GRAPHS AS FOLLOWS. STEP i DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 SING ABOVE REQUIREMENTS. PRODUCTS STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL USING CHARIS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE 114AM DESIGN LOUD SPECITEO N STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 TWIN 8 AND ANCHOR CURTS ON SHEET 4. SELECT AWYIOR TYPE WITH DERMA RATING MORE MOT THE DESIGN LOWS SPECIFIED N STEP T ABOVE. STEP S MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCI EEnW: A&S 10 NOW UVL FLA PE tattle.] W CAN• !S!8 U 1 Z(109 PRODUCT MIMED vital the FIcwida iltikana Cede tee»,-" 0 2oN 1 [Wing 04-04 (sheet 1 of 8 8 iO 7349 a. .. »wa :. r-aw 6002 i :�� Y o 036: 4663 91 -£909 91-£909 {t0--tOri •Ot/_&/uw/p, 'P3 46,111*'..?.. ,Z%l I j dno Nonlnw 900110101 91O .91/6 600 .9/6 190 3903 9161 ■ P3 T3 _ d113 Nallnw 9 /t SW .9/L •1910 3003 30N ■ P3 ��\ I��mualdo /J 1010N — OUT oZ ►- —� g F L__ @ g ± . - 1 F P ii = =J '� S • _ „ .. oN xr;3scy r,Cr.'9>0 9pNoL3 »99rr+. eitlducas MAMAS 1.1(630'34 ©G[[M�Mpp�jmjOOB . 3 u ©r CC 96i£ du 961 O1.L 1 0'z -sat' oo1 $ A8R9 _.. 9L1 .- - -- 069'1 - - -. r-tS. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI FL. 33166 91 1909 NOITIA 91 1909 N '01S £ X Z S1 -4909 d113 319NV SOOHiHV 100 .91/6 OOi .9 /6 SP010NV 910 .r /1 HOi .3/1 ' Nonlnw 'as 4 X Z SLI - + 641.-1 I ■ T 0004 000•1 03 ___ 000 L • 910 1003 1901 - 63 91-1909 91-1909 91 -1909 1 tzI• ■ 9oo•L - __ Nonlnr AAV3H 9 X Z Nonlnw 'MS 9 X Z Nonlnw 01S SXZ 6Lrr - -99mz- -.I 900•L- --1 91 1909 _ _ � k_ 000.9 Mit Y 1 AL-FAROOQ CORPORATION l'a f ENQINEERS & PRODUCT D5VELOPM8NT ! f t 1235 S.W. 87 AVE 1 MIAMI, FLORIDA 33174 /� `7EL (305) 2848300 PAX. (305)2!28978 j,, \.r 900.9 L 91 t909 91 -1909 91 -£909 N011lnw wolsn9 V x l 1 Nomnw wo1Sn3 £ X l i Nonlnw QIS i x l Nonlnw 'a1s £ x 1 Set' - SLt• - 1. ---} i 000 -9�rc C szl—- L 90' - L_. 009C ... 1 000* 1 990.1, sLIT 4 099.4 J —I co. L. r sz' —I I- Szl' .i 900'1 �900•L SL' rL— -900•Z ---�1 !b0 t �£t 2'4" I' 5220 N.W. 72 AVE. BAY #4 MIAMI, FLORIDA 83174 , Cll �r u,eu, c, VtiQQ , m,�w.�..�..,m v�crme��as7e l DESIGN LOAD CAPACITY - PSF (TUBE 1111WI NS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 61NDOlf DIPS' 1X9 STD. _ 1 X 4 - STD. I X 3 CU_S'1XI11 2X3 STD. I X 4 CUSTOM 2X4 STD. 2X5 STD. 216 STD. 2X6 !WAVY WINDOW 1X3 STD. IX4 STD. 1 X 3 CUSTOYEUSTOM 1 X 4 2X5 STD. 2X6 Sm. 2X8 nor �ND0110192. 1X3 Sfi. 1 E4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2X5 SID. 2X6 STD. 2X8 BEPIVY �2 X3 SID. 2X4 STD. 2E9 STD. 2X4 STD. TIM (8) MUU. SPAN 88061 (5) IAAL SPAN M 0 SPAN 19 -1/8' 26 -1/2' 30' 37' 4Y 48' 54" 60" 68' 72" 38 -3/8' 150.0 1950 150.0_ 190.0 190.0 1500 1500 , 150.0 150.0 150.0 1500 150.0 1500 _ - 150.0 130.0 150.0 19 -1/8' 26 -1/2' 30 37" 42' 48' 54' 80' 66' 72" 74 -1/4" 74.6 140.9 115.1 150.0 148.6 131.3 106.4 938 82.1 72.9 85.8 59.1 - 54.7 1300 _ 1500 150.0 150.0 150.0 18 -1/8" 26-lir 30" 37" 42' 48' 54' 60' 08" 72' 420' - 37.9 27.3 55.3 39.9 98.7 69.8 748.1 150.0 53.8 47.5 101.7 _ - 89.8 83.1 73.4 1500 00.00 150.0 - - - - - - ___ - - - 27.3 -.. 24.1 - _ - 105.5 150.0 150.0 MIA 149.6 130.9 7_50.0 _ m 1900 150.0 150.0 150.0 _ 130.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 .. - 35.3 _ 28.6 252 22.0 61.7 50.0 44.1 38.5 93.2 753 685 150.0 1389 1223 38.5 339 29.7 26 4 23.8 72.8 64.2 56.1 49.9 . _ 44.9 59.5 52.4 45.9 40.8 .- 36.7 33.4 30.6 148.9 131.2 114.8 102.1 91.8 ., 83.5 76.5 150.0 - - 150.0 150.0 bb 150.0 150.0 150.0 150.0 150.0 150.0 135.2 121.7 1500 150.0 150.0 130.0 - __ - 582 51.8 ._.._ 46.0 42.3 - 107.0 95.1 85.8 77.8 116.3 _..._ 104.7 130.0 150.0 150.0 ._. 150.0 150.0 _ 150.0 150.0 150.0 130.0 _ __.. 150.0 - -. - - 34.3 ... 308 912 87.3 150.0 140.1 146.8 134.6 1500 150.0 150.0 1500 150.0 150.0 21.6 - 40.8 37.4 1110.6 101.4 150.0 1300 - - - - - - 28.0 25.7 339 71.3 19 -1/8' 26 -1/2' 30- 37' 42" 48" 54' 60" 66' 72' 50 -5/8" 150.0 138.2 120.3 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2' 30" 37' 42 48" 54' 60" 66' 72' e4" 51.5 37.2 329 110.1 79.4 70.2 79.5 57.4 50.7 150.0 116.1 102.8 83.2 73.3 84.1 570 513 46 6 150.0 1300 1430 116.4 102.5 89.7 150.0 150.0 19 -1/8' 28 -1/2' 30' 37' 42" 46' 54" 60' 66" 72' 132' - - 28.5 20.5 20.5 - - 41.6 72.7 115.6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 1500 1500 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 30.0 26.5 52.5 83.4 150.0 - - - - - _ - - - - - - - - - 463 73.7 _ 59.7 52.6 1354 109.8 98.7 97.6 150.0 150.0 132.6 118.0 7500 150.0 1500 150.0 150.0 150.0 26.6 23.4 205 - - - 58.9 30.1 43.9 41 1 38.2 31.7 T - _ - - _ - - - - 21.5 - - _, _ - - - - 37.8 33.1 29.0 -_ 25' .7 85.9 75.2 608 138.0 1209 1500 1500 150.0 1500 150.0 150.0 135.8 118.8 150.0 150.0 46.1 40.9 6_4.6 75.2 1073 103.1 150.0 150.0 150.0 1500 39.0 35.1 31.9 28.2 ` 25.3 210 79.7 71.5 65.2 105.6 150.0 802 4.7 54.• 501 86.6 87 6 803 92.8 84.4 77.3 141.2 128 4 117.7 150.0 150.0 _ 190.0 150.0 150.0 150.0 150.0 150.0 1500.0 95.1 4 150.0 150.0 145.6 23.2 36.8 67.7 21.1 - 33.5 30.7 61 S 56.4 - 29.2 21.1 42.7 59.8 _86 792 19 -1/8' 26 -1/2" 30" 3Y 42" 48" 54' 60' 68' 72" 59' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2' 30' 37" 42' 48" 54' 60' 66" 72" 96' 34.5 24.9 22.0 74.0 53.4 47.2 53.3 304 340 108.1 78.0 68.9 150.0 124.4 109.9 150.0 150.0 19 -1/6" 28 -1/2" 30' 37" 42" 48' 54' 60' 68' 72" 744" - _ - - - - _ - - _21.9 - - - - - - - - - - - . - - - 320 56.0 89.0 64.3 56.6 46.0 40.5 150.0 _1180 104.3 84.5 74.5 1039 91.7 74.3 1500 147.2 119.] 150.0 141.4 114.7 101.0 150.0 150.0 150,0 150.0 1500 150.0 150.0 150.0 7500 150.0 150.0 150.0 150.0 1500 150.0 145.6 118.0 750.0 150.0 750,0 23.1 20.4 _. -- 40.4 35.7 - 28.9 - 38.2 27.5 55.9 89.1 65.5 105.1 150.0 150.0 150.0 150.0 1500 - - - __ - - 332 29.5 28.2 _ 23.6 21.E - 24.3 212 _ - _ - - - 49.2 43.1 38.3 _ 34.E 31.3 28.7 785 104.0 150.0 - 25.5 57.3 300 458 41.7 92.0 679 73.6 669 88.4 786 70.7 134.5 119.5 107.6 150.0 150.0 1500 150.0 150.0 150.0 687 61.0 540 49 9 91.0 809 728 662 150.0 148.6 133.7 121.6 - - - 22.3 - - - - - 35.5 31.5 28.4 259 23.6 65.2 . 57.9 521 474 43.4 - - 64.3 58.9 979 1369 150.0 150.0 - - - - - - 382 813 89.6 125.4 150.0 150.0 45.8 60.7 111.5 - - 19 -1/8" 26-1/2 30" 37' 42' 46' 34" 60' 86' 72' 63 121.9 880 77.7 150.0 141.2 124.8 150.0 135.7 119.9 150.0 150.0 750.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 19 -1 /8" 28 -7 /2 30' 3Y 42' 48' 54' 80' 88' 72' 108' 24.2 - - 51.9 325 33.1 37.4 27,0 23.9 73.9 549 48.4 132 7 958 84.6 150.0 130.2 115.0 150.0 150.0 150.0 TO HOMONYM. WILSON 5490E R C NI i 0AN 99WE 630 101.2 97.2 447.9 I50.0 150.0 ISO. - - - - 28.9 23.7 20.7 - - - - - 39.2 349 302 28.9 68.6 60.4 52.9 47.0 933 ISO. YERIICAL 5JU98 z '� �.- 553 406 3.2 43.- 908 89.1 700 693 85.6 74.9 66.6 1303 114,0 1073 1500 130.0 1419 1500 130.0 150.0 1303) 150.0 150.0 82.2 71.9 63.9 ibA 132.1 117.4 105.7 --- --- - -- GLAZING PRODUCT CIA254G PRODUCT 82.4 59.9 94.2 127.6 150.0 150.0 - - - - - 24.2 220 20.2 42.3 57.5 35.3 324 58.7 52.0 543 49.9 82.9 769 11_8.0 106.3 1500 1409 130.0 150.0 - - - - 389 35] 52.3 901 47.9 88.1 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: L. w/ 4- ti _ 82 . MULUQB SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. c- a i i� i `- - . it -- -... IF si (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Enp. AR9u0110411 1�a 9w PE 0 38883 PRODUCT CAL ]iti6 Vtfrre. •543C.'a OCT 01 211 RRNs'WE11 dcscriki's8 Ow/amda ANCHORS TYPE '1)' AND 'E' APPLICABLE TO W) •t + 82 fff WIDTH 2 1 C11.1' • • .... • . 444429.4213ate -; 1%" , / 4 ". 5" AND 6" TUBE MULLIONS. throwing no. M�- ANCHORS TYPE 'A'. 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. 1 MULLIONS ( ' - Zo = Fr_.... :.7..: 7. 3s�n (sheet 361 8 ) DESIGN WAD CAPACITY - PSP WINDOW DIPS. ANCHORS TYPE WIDTH (5) MULL SPAN A .- - = -$-_- C 0 E 19-1/8' 150.0 150.0 150.0 150.0 150.0 28-1/2' 150.0 150.0 150.0 1580 1580 30' 143.1 150.0 150.0 150.0 150.0 37' 118.0 150.0 150.0 150.0 1500 42- 323 102.2 150.0 132.9 1500 1500 48' 38 -3/8' 89.4 1500 118-3 150.0 150.0 54' 33.1 _ 79.5 147.3 103.4 150.0 150.0 60' 595 715 132.8 93.1 150.0 1500 68' 54.1 85.0 120.5 84.5 150.0 150.0 72' 309 _ 59 8 110.5 77.8 150.0 150.0 19 -1 /8' 150.0 150.0 150.0 150.0 150.0 150.0 26 -1/2' 137.1 1229 150.0 150.0 150.0 150.0 30' 150.0 150.0 _ 108.5 150.0 141.1 150.0 _ 1500_ _ 37' 42' 879 150.0 114.4 1509 _ 1500 42 84' 77.5 1416 100.8 1500 150.0 48' 50 -5/8' 67.8 125.6 882 150.0 1500 54' 32 7 80.3_ 111.7 78.4 150.0 150.0 80' _ 29.7 _ 54.2 100.5 70 5 141.1 150.0 66- 50.5 49.3 91.4 _ 64.1 128.3 150.0 72' 116.7 45.2 839 58.8 117.6 147.0 19 -1/8' 150.0 130.0 148.5 150.0 150.0 150.0 150.0 28 -1 /2 3Y 107.2 150.0 139.4 150.0 150.0 30' 42' 94.7 150.0 123 1 150.0 150.0 37' 48' 78 8 142.3 _ 99.8 *50.0 150.0 42 70.9 67.6 125.3 880 150.0 150.0 48' 56' 592 109.7 77.0 150.0 150.0 54' 48 2 52.6 97.5 884 1389 150.0 60' 31.0 _ 47.3 87.7 61.8 123.1 130.0 - _ 66- 1500 150.0 43.0 79.7 56.0 111.9 139.9 72- 30- 39.4 73.1 51.3 102.6 128.3 19-1/8' 136.7 150.0 1500 150 0 150.0 28- 1 /2' 363 98.7 150.0 128.3 150.0 150.0 30- 58.9 872 150.0 113.4 1500 150.0 37' 38.7 70.7 131.0 919 150.0 150.0 sr 88.1 82.7 82.3 115.4 81.0 150.0 150.0 48' sr 54.5 101.0 709 141.7 150.0 54' 49.4_ 89.7 63.0 1280 150.0 80' 43.8 _ _ 80.8 58.7 113.4 141.7 68- 39.6 73.4 51.5 103.1_ 128.8 72 36.3 67.3 47.2 94 5 118.1 DESIGN WAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (8) MULL SPAN A B C D E 19 -I/8' 118.0 150.0 150.0 1500 150.0 28-1 /2 _ 83.7 _ 150.0 108.9 150.0 150.0 30' 74.0 137.1 98.2 1500 150.0 37' 60.0 111.1 780 1500 1500 42- 323 52.8 979 68.7 137.4 150 0 48- 74 -1/4' 482 85.7 601 120.2 1500 54' 33.1 41.1 76.1 53.4 106.9 133.6 60' 595 37.0 68 5 48.1 96.2 1202 66' 54.1 33.6 62.3 i 43.7 87.4 109.3 72- 24.8 309 57.1 40.1 80 1002 19 -1/8' 120.9 102.5 150.0 133.4 150.0 150.0 26- vr 47.1 --r- 74.0 150.0 150.0 137.1 963 30' 65.4 121.1 _ 85.0 150.0 150.0 37' 37' 53.0 982 68.9 137.9 150.0 42' 109.7 46.7 8_6.5 60.7 121.5 150.0 48" 84' 40.9 75.7 53.1 -- 106.3 1329 54' 33.8 36.3 87.3 47.2 94.5 118.1 60' 30.1 32 7 60.8 42.5 85.0 106.3 68' 27.1 _ 29.7 55.1 38.6 77.3 96.6 72 35.0 27.2 50.5 35.4 70.9 88.6 19 -1/8' - -- 89.7 150.0 116.7 150.0 150.0 28-1/2 - 649 120.0 84.2 150.0 130.0 30- 26 -1/2' 57.2 1080 74.4 148.8 150.0 3Y 140.4 45.4 85.9 80.3 120.6 150.0 42' 124.0 40.9 75.7 511 106.3 132.9 48' 96' - -35.8 _ 66.3 _ 46.5 93.0 116.3 54- 70.9 310 58.9 41.3 82.7 103.3 60- 62 0 28.6 53.0 37.2 74.4 930 66' 27.6 260 48 2 33.8 67.6 84.5 72' 35.3 239 442 31.0 L 62.0 77.5 19 -1/8 ' - 79.8 147.8 103.7 1500 150.0 28 -I /2 57.8 106.7 -- _74.9 " 149.7 150.0 30- 50.8 94.2 66 1 132.3 150.0 3T 41.2 76.4 53.6 107.2 134.1 42 363 87_.3 47.2 94.5 118.1 48- 108- 319 58.9 41.3 82.7 103.3 54' 28.2 52.3 38.7 73.5 91.9 60' 25.4 47.1 _ 33.1 88.1 82.7 88' _ 23.1 42.8 30.1 60.1 75.2 72' 212 39.3 27.8 55.1 08.9 ALL LOADS ARE EXT.( +) /INT.( -). s ANY ANCHOR CONIAIION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6' TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPUCABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSP WINDOW 01113. ANCHORS TYPE WITH (61) W U. SPAN A B C D E 19 -1/8' 71.8 1330 93.4 150.0 150.0 28 -1/2' 819 98.0 67.4 134.8 150.0 30' 459 - 849 ^68.8 59.5 119.0 148.8 _ 37' 37.1 48.3 98.5 12_08 42- 323 80.8 42.5 85.0 106_.3 48' 120' 28.6 53.0 372 74.4 930 _ . 54' 25.4 47.1 33.1 801 82.7 60' 22.9 - - 42.4 - 2_99_ - "27.1 595 74.4 86° 10.8 38.5 54.1 67.6 7Y - 35.3 24.8 49.8 820 19 -1 /8' 85.3 120.9 84.9 150.0 150.0 26 -1 /Y 47.1 87.3 81.3 122.5 1900 30' 41.8 77.1 54.1 108.2 135.3 37' 33.7 62.5 43.9 87.7 109.7 42 29.7 381 38.6 77.3 969 - 48 132 26.0 48.2 33.8 67.8 84.5 . 54' 23.1 42.8 30.1 80.1 75.2 80' 20.8 -- 38.5 __ 27.1 54.1 67.6 86' 35.0 24.6 49.2 81.5 72' - -- --32.1 22.0 45.1 36.4 -- 19-1/8 59.8 1109 77.8 150.0 150.0 26 -1/2' 80.0 56.2 112.3 140.4 30' _432 38.1 _ 49.6 99.2 124.0 37' 30.9 _ _7_0.7 37.3 40.2 80.4 100.5 42 272 _-- 50.5 35.4 70.9 88.8 48' I44- 23 8 4.2 4_ 31 0 62 0 77.5 54' 21.2 - _ 39.3 27.6 55.1 68.9 60" - 35.3 249 49.6 62.0 66' - 32.1 22.5 45.1 56.4 72' - _ 29.4 20.7 41.3 51.7 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = 81 a 82 1 1 onotORS 008E wow" WRl10N AMINES 70 52 WSCPoBED - 61510E RECTMRIRAR SHAPE r ' -PRODUCT \ MINOR 0E146 //1 GLAZING PROOUCI GLAZING PRODUCT 3 swum TAN-- .I env: ARSH O MUM CN6 PE 11 Fl C N 35x9 ©1 ANCINGS Aa.C.0 OR E 8o mp i1,* a E7aido 3,0:443 C.312 S.VCCrat4.11e, tar _ 22 Vfictai Yvt km 7 0 kiod A7 /.6 �oEB us. C< 0 0 0 Y 1 SS r g t droning fro. M04 -04 (sheet tof 8 ) Ed. 1/4" DIA. ULTRACONS Ix CIA. ULTRACONS_ 1 PER ANGLE 2 PER CUP (1 ON EACH WM) Ed. I/4 CIA. ULTRACONS Ix DIA ULTRACONS 2 PER ANGLE 2 I/4. 4 PER CID (2 ON EACH MATO IBY WOOD BUCK 1/4- DIA. ULTRACONS 2 PER CUP (1 ON EACH DING)- RAVING CUP SNUG 111 116101 MULL j114 SMS 1-3/4 O.C. INN 2 PER A/CLE - 1 _...- . . ...••-• ,...- --.- .. 11 11 11 11 11 11 11 11 11 1, e 4 1 i al 1 I 1 11 I 11 2 X 2 X IA' I 11 &AI ANGLE IJ U t/4 011 ULTRACONS 1 KR ANGLE . - o --- Ed. A. MIN. EDGE Da --• 4-. L -- .. , ROATem cuP SNUG Fil INSIDE Rua ANCHORS TYPE 'A' 114 SMS 1-3/4" 0.0. MM. • 2 PER ANG11 11 11 11 11 11 U U 1 ti 2 X 2 X 1/11" *Lull ANGLE 4 1 BY ROOD BUCK 11 1 11 11 11 1: 1- FLLATING CUP v-=1 SNUG 111 INS= MULL 81 11 J l4SMS l-3/4 O.C. MIN. 2 PER ANGLE ve CIA. ULTRACONS 4 PER CuP (2 ON 1104 MC) _ IX DIA. 1.11.11FOCONS 2 PER ANGLE 11 w Ed. A. MIN. EDGE Da --• 4-. .1' i •-- ...--- .. , I/4- DA. ULTRACONS BY 'ELC0 . ULIRNXACI MAY BE HDC OR RAT HEAD SUBSTRATE Ed. A. MIN. EDGE Da MIN EMBEDMENT WOOD I' 1-3/Er BLOCK 2-1/2- 1-1/4" cCNcREIE 2-t/2 1-1/2' [Mi. CUPS AND MOUES TO FIT SPAM DITO TUBE IDULLIOMS CUPS 011 ANGLES CONNECTED DIRECTLY 10 MASONRY TO BE PROTECTED MTN AUVU-RESSTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-MITE MEDIAOINLATE LACQUER il 11 I 11 LJI FLOATING CUP SNUG 111 INSIDE MUU. /14 SAS 1-3/4' 0.C. 11111. 1 2 PER ANGLE ANCHORS TYPE '13' Env: AMMO 1A0N1 CNA. NA PE 1_311865 CAN. 3..S.M OCT 0 i 2009 e 14 7 1 2 X 2 X 1/11• ALUM ANGLE ?ADDUCT RENEWED DumAying with dm Florida Raldie0Code Ragesrom Ko t;03 DOB 7/77..• „ 14 gala. Miami Division a a a 1 1 x V 88 11 • it • chewing no] shee 1404-15,a048 1/4" DA uLTnAcoNs /-2 PER CUP (1 011 EA04 RING) - z;.-1■r- 1/4" DA. ULTR{CO6_ 1 PER ANGLE 1/4" DA. ULTRACOIIS 4 PER CLIP (2 ON EACH WING) 1/4. DIA. ULIRACONS 2 PER NW/ FLOATNIG CUP SNUG FR NSW MUII /14 SMS 1 -3/4" O.C. MN.- 2 PER ANGLE I /4" DU. ULTRACONS 2 PER CLP (1 ON EACH RNG) ANCHORS TYPE 'C' 2 N 2 X 1/8" ALUM ANGLE /14 SMS 4 PER ANGLE 1/4" DI. ULTRA:OHS BY •CLCO" ULTRACO6 MAT BE 1122 OR FIAT HEAD SUBSTRATE Ed. - WIN. EDGE DST. MN. EMBEDMENT ROOD 1" 1 -3/8" BLOCN 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" r, Ed n _• I I r - QQ 0 1 I(r I/2(2) 3" 2x221 /8" ALUM ANGLE -J LOCATION 04 SCRUM CONNECTING ANGLES TO TUBES ,ANCHORS TYPE 'D' APPLICABLE FOR 4 ". 5" AND 6" TUBE MULLIONS IALL CLIPS AND ANGLES TO FT SNUG INTO TUBE NISLIONS. , CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED RTTII AIXAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PANT OR RATER -WHITE MEDIACRIATE IACOUER. Eno,: AMMO WOW A PEE RA / NNW CAN. 3518 OCT 01X2009 FCO'.HICT IRD:nC �.: c tra :lgirgny .0.2 F4s1Jr Bar2:248Q1a: [6314°U111 ie Z � g 21 0 O n a< wed oallo a Ij^1 a ,o n n Z � ✓ 11 0 ALUMINUM TUBE MUL .a Q a 23 8 8 8 e 0 CS SEE CHART FOR /DUAN TRES TUBE YULLKIN /10 FH 5115 2/ SIDE l/8' THICK ALUM CHANNEL LENGTH TO FR SNUG 1NT0 MULLION OS SHORN TO LONE 69STALLAT$ON CHED OF CLP ANGLE CAULK JOINT AFTER ASSEM&Y ACCESS HOLE /14 FH WS 1 -1/2' 0.C. YIN. _ SEE CHART FOR OUANTRES I THIS SCREW CAN BE 0/STALLED W ODER 01RECTION Tit -4- /10 FH SUS 2 PER CUP t' 0.C. YIN. l -ye x 2 x 1/8' (FOR 28Y T118E) 2/+' x Y x 1/8- FOR (IBY TM) ALUM CUT TO FIT SNUG RODE TUBE ANCHORS DETAIL /1 NETN TO METAL CONNECTION /14 SUS SUBSTRATE IEd.. MIN. EDGE NISI. IMW. CL TO SPACING IANCHOR [80. or , mg A OPE 13 is C TYPE E'gn ARSHAO HOAR CAA. RA PE / 38863 CAN. SSW CT 01 2 PRODUCTRITNEWE1T tla tlYYecS%Hittho FbzKW B110d6IO T ONO r Il.._ ILitomt Da6o Pmdod CoANd 14+ -rul P y 04 -40-GI -ions: ..� c �!T -'- — ALUMINUM TUBE MULLIONS • seer • flan 1� AL- FAROOQ CORPORATION �' a �/6• - , +� OWE 'KS MET E.S. WINDOWS. LLC • ENGINEERS 7 PRODUCT DEVELOPMENT I! m II r ----�I a �oeoe H mu�rco ra, goo, , 5220 N.W. 72 AVE. BAY 4 I S.W 67 AVE no A'n" MS SXEE• i # MUUML FLORIDA 33174 i - MIAMI, FL. 33166 'I PAX. ` C r�(°h. °" Lamm= ` •U tEL (305) 624 -nos Mix. (306) 624-7777 4,a �4SSOD Caoo,aeaaa�e r ,J( NULUON \ \M04- O4ESWY 1 sheet 80: 8 5/I& DA. ULTRIICONS Ed. - 4 PER CLP (2 ON EACH I NG) 5 /18' DA. IR.TRIS 2 PER ANGLE FLOATING Q.P SNUG FIT INSIDE MULL /14 SMS 4 PER ANGLE 1 1 1 1 1 2 r2r 1/8' 11 1 E. J AWN ANGLE LOCATION aF SCRIMS CONVECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPUCABLE FOR 4', 5' AND 6' TUBE MULLIONS S /Ir ON. ULIRACONS BY 'ELCO' ULTRACOIS NAT BE HEX OR RAT HEAD SUBSTRATE [Ed. - MIN. EDGE QST.(Mtla. EMBEDMENT CONCRETE _ 2 -1/2' 1 -3/4' AL Q.PS AND ANQES TO FR SNUG INTO TUIBBE IBAUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH AIIAU- RESISTANT COATYIO% SUCH AS BITIRNNOUS PAINT OR EWER-WHITE IE1HNRMATE LACQUER ac Ewer. ARSHAAD MOW RMCAN. 35783 I 0120 MOOR-7 LUC c:'■3y: r.CiSro Fleas -r a 4saltoeib Y - % S 03 to' 20(4 u JI! iR ■ dIOWUIg ■W- M04-04 7 s aJ (pod MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door L.L.C. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 370 Aluminum Sliding Glass Door w/ reinforcements- Impact APPROVAL DOCUMENT: Drawing No. W03 -90, titled "Series -370 Alum Sliding Door -LMP', sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Two (2) %" masonry screws must have min embedment of 1 -5/8" into concrete or grout filled masonry. 2. Pockets are under separate approval. 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 &renews NOA # 05- 1114.06 & consists of this page 1 and evidence page E -1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09- 0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS(transferred from file # 05- 1114.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series -370 Alum Sliding Door -LMF', sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05- 1114.06) 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Test Report No. FTL -3773 (FTL03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E: Note: This report has been revised by an addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2007, prepared by Al Farooq Corporation, dated 03/10/2009, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03- 18 -04, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under file # 05- 1114.06) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 for "Saflex IIIG, clear & colored interlayer" issued to Solutia Inc., expiring on 05/21/2011. 2. Notice of Acceptance No. 09- 0310.02(Rev 03- 1223.04, former Surface Specialties Tech) issued to Cytec industries Inc..for "Uvekol Laminated glass, expiring on 02/08/2010. F. STATEMENTS 1. Statement letter of conformance to FBC 2007 and "No financial interest', both dated 03/10/09, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance , as a part of above test reports. 3. Addendum letter to test report FTL -3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter/ list of approved "UVEKOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. (transferred from file # 05- 1114.06) G. OTHER 1. This NOA revises & renews NOA # 05- 1114.06, expiring 03/18/2014. t cti • (Ls o43 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 E -1 6' MAX HEAD/SILL CORNERS CLUSTER OF 6 AT M1G STIES SERIES -:370 ILUM SLIDING GLASS ILPO (L.M.IJ DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ON SHEET 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE LONE (HYHZ). WOOD BUCKS BY OTHERS, MUST 80 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION MCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOOTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 199' max DOOR WIDTH OA 11 _UJ AT UTTERMEDIATE PACES AND AT ENDS • { 21' MAO. TYP. f1�2 AT HEAD /SRI I IUJ.Y I I 1 i /f 44 3/4' MAX D.L. P. 51' MAX. TT PANEL WIDTH e TYPICAL ELEVATION TESTED UNIT ITHESE DOORS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. CLUSTER OF AT MTG. STILES ilI1DDOCT RENEWED ott sDl11i6*M6lhe Florida fibiebotCode Axeepanwe N -e o6 Etathation By IS4e.SJI • maw DudeWedNCt OMJtga En9r. OR. SH RE FAR000 S FLA PE / 35IBS97 CAN 28 MAR 3 0 2009 Z ; O A o �^ • it Y $� [drawing no. 1 W03-90 j sheet 3 of 7 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -21 9 • v x0 xx oxo xxx oxxo xxxx APPROVED CONFIGURATIONS (NON - POCKETED DOORS) " DESIGN WAD CAPACITY - PSF PAKKOtLxtIN. _ Fr./a1. • 66 1T/tlA GLASS TYPE 'A' OR 'B' ExT._- ( +) -r - NNT(-) _2/6 ' ; 72.0 72.0 - 3/0 1 720 }I ! 720 - 3/6 ' 6/6- 72.0 720_ 4/0 I - - - - 72.0 - 720 4/6 I 72.0 72.0 2/6 72.0 720 3/0 I 6/0 72.0 72 0 3/6 72.0 72.0 4/0 I 72.0 72.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -21 9 • v x0 xx oxo xxx oxxo xxxx APPROVED CONFIGURATIONS (NON - POCKETED DOORS) " til O9Xxx0 0 X 1/4" HEAT STREN'0 GLASS 120" NTERLAYER FILM UVEKOL U0. RESIN 6Y L/CB CHEMICN. CORP. 1/4" HEAT STREN'D GLASS SUCONE 00w CORNING 995 s GLASS TYPE_ 'A' 0 I— 3/4" HEAT 91HLTI'0 GLASS .090" 9ITERIAYER FILM SOLUTIA SAFLEX/KEEPSAFF MAXIMUM 1/4' HEAT sTROM GLASS Sx3CONE DOW CONNING 995 3 g ,a GLASS TYPE '8' GLAZING OPTIONS 0009x0 ONE PANE TWO PANELS THREE PANELS POCKET LEFT OR ROW POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT AND RIGHT POCKET LEFT AND RIGHT TWO PANELS FOUR PANELS APPROVED CONFIGURATIONS (POCKETED DOORS) 90 PANELS POCKET LEFT AND RIGHT Env. 06 STRUCRWES FFROW RA PE / 16597 CAN. 3538 PMODUCT RENEWED wseawpp'1ng with Kw Florida Riddtwg Code Aw*TKawsKal0-49 9-BL £Ypbad°o D4Q MML /UF/ 4/9 a, Ou¢U % NDsad DiYlabn 0 CC 0 35 drawing 110. W03 -90) (wheel 2 of IBr TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING •n • Ax • ! 2-1/2" \A ) • • • • • II • • • • • • • • • • • MIAMI-DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV FOR SPACING T /4" DA. TAPCON BY 'RN' (F4=120 KS$. Fy =92 KSI) 1/4" DA. ULTRACON BY 'ELCO' (11u=177 KSI. Fy =ls5 KS$) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN EMBED INTO CONC. OR MASONRY 1/4" TEKS OR_ SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL • 12 GA. MIN (Fy .36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6053 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) IVICAL ANCHORS IN STAGGERED PAIRS SEE ELEV FOR SPACING 114 SMS OR SELF DR.H 1 Nf: SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100") (NO SHIM SPACE) TYP C EDGE 1131 ! E INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN CONCRETE Ye - 3000 P51 MN. MASONRY fm - 1500 P51 MN. SEALANTS: FRAME ANO PANEL CORNERS AT SILL AND JAMBS SEALED PRODUCT RENEWED 11 40094in/11NA Or PAM* 18010n0 Code Aseeptrwca 6tgr uon °m�-zi J'o /9. 14 Mika AND INSTAUTATION SCREWS WITH JOINT SEALANT. WEEPHOLES: WI (6) 1" WEEP NOTCH AT W2 = (6) 1" WEEP NOTCH AT Env DR KtwarouN AR STRUCTUR FLA PE / 18$45 57 CAR 3578 44AR ! 0 2009 EACH END OF SILL EACH END OF SILL 1 drawing o W03 -90 j (sheet 3 of fl TWPCAL ANCHORS AT 18. 0.0 SEE ELEV. PANEL MOTH 4 +e D L. OPC. l 4 (3) x 2' SELF DRILLING SCREWS AT 10' FROM EACH END & ONE AT MIDSPAN 4 EXTERIOR 601. C -, PANEL WIDTH Og DOOR WIDTH 1/4' MAX. SHOE G) ACCESS HOLE 110 x I- SPAS AT TOP & BOTTOM RAILS TYPICAL ANCHORS AT 1r 0C SEE ELEV. TYPICAL ANCHORS AT 13 O.C. SEE ELEV. RODi10E RENEWED fec5pytq With the }bride Mahe Expiate. Date .4m1 -WV Bit A • Engr. OR. HUt8AY iWOpD STRUCTURES FL1. PE 8 16557 CAN. 3336 DOOR WIDTH 0 2008 �sheet_4 of l EXTERIOR FIXED CLIP (OOP) FIXED PANEL INSTALLATION DETAILS l J , — (L. FIXED CUP (BouOY) OXO OR OXO REVERSE O91A X 1 -1/4' SYS 1/4' TAPCONS 1 -3/4- MIN EMBED CK� 0 ,,0 %1 PRODUCT RENEWED ae0aPl)ieg with the Florida Biddies Code By 10 4.tj /•a4y� DID IUYAYOUN F-R000 SIRUCRiRE5 PRA. PE 9 16557 CAN 3538 EXTERIOR MAR Z 0 2009 (sheet 5 of 7 j .125 �_._ 4 117 - .842. r .200 —rr'' 4 Yi 1• ° ,`� m, I 1 1 375 L 5.029 __ -d G90 -- 1 477 1 7.462 ` 072 L- 1.598 - -I.. ---� - 1.596 -+----1598- FRAME SW-27509 TM WINDOW AND DOOR •III ENGINEERS & PRODUCT DEVELOPMENT � 601 N.W. 12TH AVE. III MIAMI. 3 II MIAMI, FLORIDA FLpRID 33174 II POMPANO BEACH, FL. 33069 II,rEt <3os�aeessoo vnxl3oe)2824978 .750 I --- 2 475 --� 1 { T 1.144 l ]000 3.147 1800 r_........F of FIX. ..-, 60- -- PANEL STILE CT, 37537 C I. J T- L. 3.000 FIX. PANEL CLIP 419 37743 L____ 2529 STILE ADAPTER GW 37629 1- I 407 - 437 ___- ___447s._ _ __ -_ -.1 WALL ANGLE BRACKET LENGTH a PANEL NT. 1 819 1 .750 1{- 1.000III TOP 37632 062 1 547 RAIL } 1 .438 T 1581 - --{ 1 j -2 093 - -� 750 1.000 I-- +{ _I 1 L_ BARS i- 375 I 070- 2.8� PANEL CM 1 I F� 1 085 -I TOP CLIP 714-110 3.249 rr 1 �� 1.]87 I 045 - 5-? - -- ,.I 7 I� j� I 1 - `S 1 L REINFORCING F�--- -- - 4.000 - - 2.080 758 I - -� � 11 1162 _ (8 5 2 981 '000 750 1{. 11111111 y` X11' 2 709 062 j I 4 893 I - I I I 13I 87 I 1.367 I 367 .875 r . 062 4 973 - 1 .922 J t -- 155 x562 MALE BUTT STILE /LOCK STILE GW 37623 DOOR FRAME JAMB DP 34977 522 I- 2 230 WALL INTERLOCK TY -105 - -2762— - __ PRODUCT is amPtrL{w10115417sW =Lode D 6/ - 762 3.157 2.945 -T 1006 h_ 1 r 2 622 - f a u JE II$ q g p i i P 3 H .OBD .875 /ASTRAGAL -- 1 693 1164 1Espbagon Daft Y M 3x211 PANEL BOTTOM RAIL CM 37624 DOOR FRAME JAMB GW -31172 POCKET -- 3118 -- MINOR INTERLOCK TM -108 - 135 POCKET i 2 230 -. -- MAJOR INTERLOCK TM -108 1 Oj Di14ian • m m B 8 $ 1°a, 4d .- $ S w oe- ,24000 _ 2.015 -+ T40 625 - 9.834 - -- - — - 090 2.500 687 1.670 r.tw T I ;17' ? `I��1 Si • --.. -. $ s , 5 FLA. PE a 38 can. ssse $ 0 2009 1.fl (. j MINOR INTERLOCK LENGTH .� REINFORCEMENT 711-107 a PANEL HT. - 4.5- 1 L MAJOR INTERLOCK F,095 REINFORCEMENT NI-109 -109 droning no. WO3 -90 ; } - --- 9500 - -- - FRAME SILL 7M -111 9550 ' 1 6 of J ' PANEL TOP CORNER PANEL BOTTOM CORNER NETT No. PART No. QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLING /REMARKS 1 SW -27509 1 FRAME HEN) (3 TRACKS) 6063 -16 XXX 2 TM -111 1 FRAME SILL (3 TRACKS) 6063 -16 858 3 GW -31172 1 FRAME JAMS (3 TRACKS) 6063 -16 XXX 36 GW 34977 1 FRAME JAMB (2 TRACKS) 6063 -T8 XXX 4 711 -104 AS RE00 WALL ANGLE BRACKET 6083 -16 XXX S TM -105 AS REOD. WALL INTERLOCK 8063 -16 XXX - -8 - GW -37832 1/ PANEL TOP RAIL 6063 -T6 XXX 7 OR-37624 1/ PANEL BOTTOM RAIL 6083 -16 XXX B TM -108 AS REGD. POCKET MAJOR INTERLOCK 6063 -16 XXX 9 TM -106 AS RECTO POCKET MINOR INTERLOCK 6063 -16 XXX 10 7M -107 1/ INTERLOCK MINOR INTERLOCK REINFORCEMENT 6083 -76 FULL LENGTH 11 TM -109 1/ INTERLOCK MAJOR INTERLOCK REINFORCEMENT 6063 -16 FULL LENGTH —_ 12 TM -110 7 TOP CLIP. 9 -1/2- LONG 6083 -T6 1 EACH ABOVE ALL INTERLOCKING & FEMALE STILES 13 GIN 37637 AS REIN. FIXED PANEL 57111 6083 -76 xx5 14 GIN 37743 AS RE00. FIX PANEL CLIP ALUMINUM XXX _— -_ 15 GW -37623 AS REOD MALE BUTT STILE - -- -- 6063 -16 PANEL LOCK SKIES -- 16 GW -37629 AS RECO. _ STILE ADAPTER 6063 -T8 PANEL ASTRAGAL 20 4020 -PRE 1 ROW _ 'IR.TRAFAB' FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 21 4037 -PILE 2 ROWS 1 ROW 'ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL WOOL INTERIOR INTERLOCK STILES /FRAITE JAMBS 22 4020-PILE 'U1TRAFAB' FIN SEAL WEATHERSTRIP —!- FRAME JAMBS /ASTRAGAL -_ 23 XXX AS REM). 3/4 A 2 1/2" LG. SELF - ADHESIVE FN SEAL PAD WOOL XXX -- - -___ 24 888 AS RECTO POLYURETHANE SEALANT FOAM ENDS /INTERLOCKS 25 D0W 995 AS 6000 STRUCTURAL SILICONE SILICONE PANELS 26 TM -38205 2/ PANEL TM TANDEM ROLLER ASSEMBLY ALUM /NYLON BOTTOM OF PANELS - - 27 TM -32476 2 TM LATCH ASSEMBLY ALUM/VINYL MALE ASTRAGAL - - -- 28 TM -32424 2 TM KEEPER ALLOONLMA FEMALE ASTRAGAL 29 XXX _ 2 /LATCH 110 X 2' OH. MS ASSEMBLY SCREW STEEL LATCH ASSY. N7 XXX 2 /KEEPER 110. I/2' TR HD. KEEPER ROT. SCREW STEEL FEMALE ASTRAGAL 31 XXX 8 /PN(LL 110 • 1" PH. 5115. PANEL ASSY. SCREW STEEL PANEL CORNERS 33 XXX 2/CUP 110 • r PH 5115. TOP CUP MST. SCREW STEEL HEAD INTERLOCKS 34 XXX AS REOD -' 1' X 1' REINFORCING BAR STEEL AT FIX. PANEL STILE - -- 35 XXX AS RECTO we X 1" REINFORCING BAR STEEL AT 17X PANEL STILE . - -- Engr DR. HUMATOUN FARCJDD PC 51 PC 1 R 4. E OS57 CLAN 3538 LIAR ). 41 2009 PRODUCT RENE%Y,.O 6 r {(7. w FY/�7AA AmpolsaeNo14 -0/9• 0 r4Nm. D /5� Odeon an drawing no. W03 -9 J sheet 7-077) MIAMI'D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA T. M. Window, LLC 601 NW 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI DADE COUNTY, FLORIDA 140 WEST PLAGLER STREET, SUITE 1603 Mme, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 372.6339 www.m adecoy/b 1 aco g This NOA is being issued under the applicable rules and regulations materials. The documentation submitted has been reviewed Miam Dad 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 material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the '� may immediately revoke, modify, suspend 8 fY, spend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, Product Control Division that this product or material fails if it determined Miami-Dade h� building code. This product is approved as described herein, and has been designed to comply with the Florida Buildin Code, including the High Velocity Hurricane Zone. g DESCRIPTION: Series 80S Aluminum Horizontal Rolling Window - L.M.L APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum, Horizontal Rolling Wdw. (L.M.I.) , sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmed, P. E., bearing he Miami - Control Revision stamp with the Notice of Acceptance number and expiration date by Dade County County Product Control Division. Y e Miami-Dade MISSILE FACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type "B ": The Maximum Design Pressure Rating of+ 79.0 psf LABELING: Each unit than bear a permanent label with the manufacturer's name or llo�go, ty, seta following statement: "Miami Dade Count Product C RENEWAL of this , unless otherwise noted herein. PP building code negatively affecting the performance of this product. TERMINATION Y c ontrol Approved", NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building 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, nd followed by the expiration date may be displayed in advertising literature. If any �' displayed, then it shall be done in its entirety, g Y portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. .J 2�Z4 i o NOA No. 9-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Alunad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum m horizontal uminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos 8. Rionda, P. E. (Submitted under previous 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 201 -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 & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) E -1 Jaime D. Casco ,.E. Chief, Product Control Dlvlsion NOA No. 09- 1110.02 Expiration Date: May 13,2014 Approval Date: March 17, 2010 T. M. Window. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 and TAS 202 -94 along with marked up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Villa; 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. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06. expiring on OS/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to "Uvekol S Laminated Glass Interlayer", dated 0 02 /09,;e piri g ono 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahmed, P. E. 2. Statement Ietter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Vigar, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E E -2 __________gr___ . Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T. M. Window. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 010102) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09-0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., approved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gascon, Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 3/16' ANN. GLASS 3/16 HEAT STREN'0 GUESS .1190' NITEWAYER &KLO WC. 8Y SOUNII .090 NRERLAYER SENTRYGLAS PLUS BY OUPONT • 3/16' MN GLASS 3/16. HEAT STROM MASS SE1COSE CE RGS7700 00W COQ 995 n - 7/I6"-- OVERALL 01755 TYPE. 'A' a SILLCONE GE RG57700 DOW CORNING 995 l 7/16' 001551 MASS TYPE 'B' 3/16' HEAT S1RFN'D MASS 3/16' *55 GLASS .120' NTERLAYER IMO. LN RESIN BY'51NFACE SPECULUM INC.' 120' INIEIOAYER INLKOL -ltO RFSN BY 'SURFACE SPECW IRS INC ' 3/15' HEAT SIREN'O GLASS • 3/16' ANN MASS X10091 GE RGS7700 00W CONNING 995 I/2" &TRAIL GUESS TYPE g 031 SMK ONT /•GY 56577110 DOW CORNING 995 O8IRAU MASS TYPE '1)' GLAZING OPT)QNS $ER))S 805 !► .1EMINIIM HORIZONTAL $OL,I.INC _17)p. OESiGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS T & 2 APPROVAL APPLIES 10 SINGLE (!NITS OR S111E BY SIDE COMBNATIONS OF H.R. /H.R. OR HORIZONTAL ROLLNG WITH OTHER WAMI - -OADE COUNTY APPR'D WINDOWS USING MIAMI DADE COUNTY APPROVED MULLIONS N BEN. LOWER DESIGN PRESSURE FROM WINDOWS 09 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I/8' TEMP GLASS tie AN SPACE l/8' ANN GLASS .090' INTLIOAYER SOUK AG P118 BY 'SOLUIVI 1 /8' ANN MASS 9LICONE 01 RG577L0 DOW CONING 995 11(16' d1ERAl5 91SIA GLASS TYPE 'E' FALSE *ORM (SURFACE � \ ire 3 :CI 0 ci (A) 32 A /e' 0.1. OPG 74` MAK. YINIOO8 "INS 3/8' 158* I' V6" - MAK. HEAD T � 550/551 9LL . COFMERS 3'-� {°I I 1 37 (/2- VENT WIDTH 1 11 11 f1 11 11 11 1, II 11 11 11 11 33 1 /2' O3. OPG TYPICAL ELEVATION X0 OR ax SIZES MAXIMUM DESIGN LOAD RATING PPE' FOR SIZES SHOWN ABOVE OR SMALLER n �E1 0 GLASS TYPE F10.(+) l ENE( ) 800 r 900 GLASS TYPE If 151(.) I IN1.( -) 000 130.0 CABS TYPE. r ENT.( +) ' TNT.(- ) 90.0 I 90.0 GLASS TYPE 'D' GLASS TYPE 'E' EXF.( +) T-) EAT (4)' ENT.(-) 550 I NT.( 550 79.0 I 79 0 LOADS SHOWN ABOVE ARE FOR WOAOOW 558TS WITN SPRING LOADED ALIIWTIRE LATCHES. FOR METALLIC SWEEP LATCHES TIER SM. WEDS TO *01.0 PSf. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY TRTH THE REQUIREMENTS OF THE FLORDA 84110NG CODE 7007 EDITION INCLUDING 959 *LOON HURRICANE 2018 (IMO WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE McHORS SWILL BE AS USTEL SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE IIATEIML SHALL BE BEYOND WALE DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS A30QOVM. A LOAD DURATION NCT/fASE 15 MD N DESIGN OF *1090558111015000 ONLY. MOMS 85L110NG BUT NOT LMED TO S1EEL/10TAL SCAM. THAT COME INTO CONTACT WITH OTHER OISS841R MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. 0007 SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 61300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 !THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT 9504)1 EO. Enp: ONO MAUD F A 170592 3* FEB 1 9 2010 oeEeseaeNO • ' •.f; - ILK i'• • 1. 015E 1MA110L5 (St01fAC£ WPPLEO) NAV BE USED \ III" AM. -- , ROM 10 1/4' YAK 9 3/8' 183.80 \911 = AT FOX UTE MAX IA: 3-- [ HAD 11; -4 1 I 1-- -4 -- .111 1: :1 to) 32 7/8' O.1 0-PC 37 5/8' VF'N1 WIDTH t 1 33 1/2' 32 1/8' D.1 -0PC. 01 OM. Box sizEs .37 5/8' VEN1 M6D711 6' MAX. 14813/511.1. CORNERS MAXIMUM DESIGN LOAD BATING - 1 SP FOR SUES SHOWN ABOVE OR SMALLER GASH TYPE A' EXT.(4) I IM.( -) 80.0 90.0 01445 TYPE 'W 18141)1 NNW.( -) 90.0 130.0 MAW TYPE 'C EXT.(4) TNT.( -) 90.0 I 900 MASS TYPE 'E' E81(4) f IM.(- ) 79.0 j 79.0 WADS SHOWN .8800E ARE FOR MW005 VFNTS 831311 SPRIIG LOADED ALUM WI74LS. 8014 METALLIC SWEEP UTCIOS 1801 RAE. LOADS TO *80.0 PSF ADM ANCHOR WOO FOR 6457AMATONS INTO_ WOOD STRUCTURES 09 Mu ROOD 835085 VITO IAIS05Ry FALSE NORMS ( moo\ > t R TYPICAL ELEVATIONS n f ;t; 111: 111' MAI 8301005 MOTH 14 7/8' 3" °j 3"'1f Y :1- --;-11 4 4_4- 11 11 t' 3..I 24 s /8" D.E. OPG 29 3/4' vita 110111 xux ILrzis - -- — MAXIMUM DESIGN LOAD RATING PST fon sets WPM ABOVE OR SWUM GLASS 788E 'A' 01.835 TYPE '8' LC (1) I 181 ( -) EYT.(4) i INT.(- ) ED0 90.0 90.0 JI 130.0 LOGOS SHOWN A90VL A9E 80R WINDOW VENTS MATH SP9G1O LOAM ALUM 4AYCKE5. FOR METALLIC SWEEP LATCHES LINO WAX. LOADS TO *800 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAD5-DEC -219 Enp, JAM AWN) OM. f CAN PE / OY4 2 C-41-1; 2010 29 1/4' VENT 540111 6' MAX. HEAD /91.1 CORNERS PRODUCTREVISED WI mmpTyigoadaliefIOFIiO 02. baikDoColk AocepoomPto , �u too it 0 . IVI 0 • 0103$ $ $ dm 8,: 1 gJL drawing 10. W08 -81 [sheet 2 of 7� ALL EIAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICON OR ACRYLIC SF AI ANI WEEP1101.F.S: W1 o I -1/4" X I /4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 7/8" FROM EACH END AND AT MIDSPAN W2 - I -1/4" X I /4" WEEPHDLES AT 4 -7/8- FROM EACH 1141) AND AI MIDSPAN WS Y LONG WLEP NOTCH AI IACII END W4 .- 1" LONG WEEP RICH Al 32 FROM EACH END W3 • ( (3l W, T114CAL ANCHORS 5EF ELEV FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUIlDNG STRUCTURE. T f !I(:AL Aft(1 OW : sEF ELEV roR w*CINc 114" O A. ULTRACON BY 'ELCO (ra- 17T 1I9. ry •15.5 Kg) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD 1HRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" 111N. EBBED INTO CONC. OR MASONRY DIRECTLY INTO CONC OR MASONRY 1- 5/8" MN. E.MRFD INTO CONC OR MASONRY I /4' TEKS OB SELF Aguitairmis (GRIM 2 CRS) INTO METAL STRUCTURES STEEL : 0.105- MN. (Ty 36 HS1 um) .1UMINUM . +;8" Try TON. (6063 -T5 MIN .) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 114 5145 OR SFLr 0RrtLNG SC6TEWS INTO M AAR -DAD* COUNTY APPROVED MIA 1 XTNS (NN TI IK. 1/8-) (NO SHIP SPACE) TYPICAL EDGE STANCE INTO CONCRETE AND MASONRY - 2 -1/2" MN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE a 3/4" MIN. CONCRETE AT (HEAD. SILL OR JAMBS re - 3000 P51 YIP. C-00 HOLLOW/a: EO BLOCK AT JAMBS rm - 2000 PSG EBV. 065 4S 1/4• SHOD S•1 MOOD St: TTOOD STRUQ1W rant E ANCHORS SEC E1EV. FOR SPACING KM cant I/4' Mm ARMS • -_-- SCREENS OPT SCREENS OPE — Ter MOM auCas MCC ANCHORS SEE EEEV. .a F 'K G 01.0 EXTERIOR WNW* WIDTH XOXIAYOUT • VENTS WITH SWEET' LATCHES £n,,..MWO Ai WD M PE / 7_09? aus2p %Ab ala Heads Code to:mime/4o 1 9 20{4 1 T9 -130 1 FRAME MEAD 7 TV -1338 I 1 FR0I1 SILL BAD 3 78-134 1 FRAME SEE TOP • 19-132 ' AS REOD FRAME - .6We _ 1 VFjIr 6 TM -131A AS REOD FRAME PAZ - FIXED 6 .11-136 2/ MO TOP mu BOTTOM RAIL 7 19 -1]B ' 1/ ma JAM® S76( B 19-140 1/ VENT TEEMS srILE 6 79.137 1/ VENT FIXED STILE (SP1611C LOADED LATCH) BA T9 137A 1/ SENT FIXED STL( (SWEEP 10 1M 136 1 , _ Ulpl) _ 51LL TRACK INSERT 11 TM -133 1 - 17 ml I1B 1/ YEM SILL CLIP AOM1(R, 12- 104x'. 112 _ LOAaEO 11pI we1. 3-1/0' 1.010 1/ REAR 1E741UC STREP 1ATCM 128 18 x 3 /4' 2/MICH SIT(EP LATCH yam 11891 SEREUS 13 19 -141A AS IMOD. CLAIM BEAD (LAMINATED CLASS) /3A 131-181 AS RED GAMIC BEAD (0SML LAM GLASS ) 1, T9 154 AS R(90 117:41)1.04D CLIP. {- LQM: 15 - 1/ SOLE (70 STILE RERIFORQTC 16 2/ STILE FIXED STILE R(61FORp91 11 831725 AS REOD Fp SEAL TIPS116PPATC (.770' z 220- 11711) 10 843371 A5 REOO FAX SEAL MS79p (AG (.1B7- x 370' 1199) 93201 Al IEOO. FIN S(Al 1YSI16PPR11 (.187• It .200- 9109) 20 P3w3 - ADRESM BACK CLOSED au EDAM 21 2/ VEER Ma ROLLER HOMING & GLADE 22 - tea ROLIFR/MFE1 23 112 x 1' 2/ CORNER FRAL[ AUDIBLY SCREWS 24 /10 x 1' 2/ C069[R VENT ASD9Qy SCREAM 25 1/ IATC11 VENT LOCH WRING 26 W3117S AS @OD OM . `. SEAL V1'S1PoPgA9 (le7' x 1/5" NCH) 6083 -T6 - 6063 -T8 - 6063 -16 - 6063 -16 - 6063.16 - 6063.16 6063 -76 - 6063 -16 1i - 6063 -76 • 6063 -76 - 6063 16 • 6063 T6 AT MIC STILE LOC T*. 6063 -16 A7 Elm SPAN AT Mm SPAR FH SAS 606376 6063 -16 6063 -76 6063.16 6065 -16 600. - WOOL - MOM - 7 /e- 1 -7 /IS- F1ASTIC AT FAfi1 cwt 2 9 0 s, i -00 vtalpne; DES 805 ALUM MORIONTA RUN WOW. (LM.I.) A4RAR000 CORPORATION ' �� "°9 w °"` "" s" TM WINDOWS LLC. ENGINEERS & PRODUCT DEVELOPMENT •o.•L MO"MC£' -9 SKC �� 1238 S.W. 87 AVE 6C' N.W. 12TH AVE. MIAMI. FLORIDA 33174 TEL (30S) 2848100 RAIL Olt Ifs dt di: WAIT - — DOMPANO BEACH, rl, 33069 'EL. {954) 78, -4430 TAX. (954) 781 -3595 ) 7* 10" c _ - COMP- A01L \w08 -811.W BUIJ,DING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doctuneniation submitted has been reviewed by Miami --Dade County Product Control Section 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 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. BORA 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 "338" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by M- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: 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. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miam1dade.taovibuildfnq INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0917,08 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by A1- Farooq Corporation, signed and sealed by Javad 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 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s FTL -2782 (FTL00114), FTL- 2784 (FTL00140) and FTL -3803 (FTL03072), dated 11/06/01 and May 22, 2003, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 20I 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mebner, P. E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -02/ 04 E -1 Jaime D. Casco%, Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahmad, P. E. 2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), issued by Fenestration Testing Laboratories, Inc., dated 11 /06/01 and 05/22/03, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 08 -0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window -- L.M.I ", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Gaston, P. Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCIIY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SWAMI ON DETAIS, ANCHORS EMBEOI:ENT TO BASE MATER&A& SHAD. BE BEYOND WALL OREssmO OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS WCLUDIG BUT NOT UHTEO TO STEEL/METAL SCREWS, THU COME INTO CONTACT WITH OTHER OISSMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3 AND 2326.2. 8' MAX. FROM ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL L 10 -1/2' MAX. HEAD /SILL 11 / 1 11 It JI 1. -- - -n 11 = -- =tit li --- 11 11 1 11 II 11 1 11 II 11 11 I 11 h H 11 1 II - 11 11 II JI 11 11 ,1 n- yr. -- --- t to 41- - 1 11 ip 1, --k1 II II -----------------I 11 11 ---It II TI -- 11 , _ II II I I II II I II II 0.4 OPO. WINDOW WIDTH TYPICAL ELEVATION (THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRimmcntsvisso Cads FImMs • 01e 8 C a 111 n e drawing no. W03-52 sheet 1 of 5 DESIGN LOAD CAPACITY - PS2 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'Jr WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '8' WIDTH LENGTH EXT. 4+3 INT. N) EXT. 40 TNT. 4 -1 WIDTH LENGTH EXT. (1) INT. O) EXT. C+) INT. (X) 38° 42' 48" 54" 60° 88' 72' 48' 80.0 80.0 80.0 80.0 19 -1/8' 26 -1/2° 37' 53 -1/8' 26' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 80.0 80.0 60.0 72.1 72.1 80.0 80.0 80.0 80.0 80.0 80.0 85.1 58.0 63.1 80.0 80.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 38 -3/8` 80.0 80.0 80.0 80.0 ' 58.0 80.0 80.0 80.0 80.0 80.0 80.0 X X X X 80.0 80.0 80.0 80.0 80.0 80.0 36' 42° 48' 54' 80' 66' 60' 73.7 73.7 80.0 80.0 80.0 80.0 80.0 80.0 88.8 88.6 80.0 80.0 19 -1/8' 28 -1/2' 37" 53 -1/8" 50 5/8" 80.0 80.0 80.0 80.0 85.1 85.1 80.0 80.0 80.0 80.0 80.0 80.0 80.9 60.9 78.5 78.5 80.0 80.0 80.0 80.0 X x X X 70.7 70.7 68.3 88.3 80.0 83.0 X X X X 70.7 70.7 19 -1/8' 26 -1/2' 37' 53 -1/8' 6r 80.0 80.0 80.0 80.0 38' 42° 48' 54' 72' 55.8 55.8 80.0 80.0 80.0 80.0 80.0 83.0 53.8 53.6 80.0 80.0 80.0 68.2 68.2 80.0 80.0 X X X X _ 80.0 X X X X 80.0 80.0 X X X X 78.5 78.5 19 -1/8' 28-1/2' 37° 53 -1/8' 74_1/4. 80.0 80.0 80.0 80.0 35' 42' 48' 53' 77. 52.0 52.0 80.0 80.0 78.8 78.8 60.0 80.0 49.3 49.3 80.0 80.0 53.3 53.3 80.0 80.0 X X X% 80.0 80.0 X x X X 80.0 80.0 X x X 11 80.0 80.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 77' 80.0 80.0 80.0 80.0 38" 42' 48' 84" 47.6 47.8 80.0 80.0 762 78.2 80.0 80.0 X X X X 80.0 80.0 51.2 51.2 80.0 80.0 X X X X 80.0 80.0 X X X% 60.0 80.0 38° 42" 98 , x x X X 80.0 80.0 NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEA TO QUALIFY FOR SMALL MISSILE IMPACT. x 11 x x 80.0 80A 36" 102' 8 X x x 80.0 80.0 36" 108' % X x % 80.0 80.0 -3/18' ANN. GLASS 1/2" AIR SPACE 1/8" ANN. GLASS .090° INTEIBAYER BUTACITE PVB 87 'DUPONT' 1/8' ANN. GLASS SNSIONE GE 7700 GLASS TYPE 1' NOMINAL INSUL. LAM. GLASS 3/16' TEMP. CLASS 1/4° AIR SPICE 3/16' HEAT STREW) GLASS .090' INSERLAYER SENTRYGI,./S PLUS 87 'DUPONT' 3/18° HEAT STREN'O CLASS TY L J .C: TBDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). PERM SIUCONE GE 7700 Mat TYPE 'B' I5/16" NOMINAL INSCB... LAN. GLASS SILICONE DOW CORNING 995 GLAZING OPTION$ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' WINDOW DINS. GLASS TYPE 'C' WIDTH LENGTH EXT. 4+) INT. 4 -) WIDTH LENGTH EXT. 44) INT. 00 38' 42' 48' 54° 80° 68' 72" 48' 73.0 75.0 73.0 75.0 75.0 75.0 75.0 73.0 19 -1/8° 28 -1/2" 37" 53 -1 /8' 26' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 75.0 75.0 75.0 75.0 75.0 73.0 36' 42' 48' 54' 60" 68" 72' 80" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 19 -1/8' 28 -1/2" 37" 53 -1/8" 38 -3/8" 75.0 75.0 75.0 78.0 75.0 75.0 75.0 75.0 19 -1/8' 26 -1 f, 37" 53 -1/8' 30 -5/8' 73.0 73A 73A 73.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 72.0 38' 42" 48" 34' 60' 72' 75.0 75.0 75.0 75.0 19 -1/8° 28 -1/2' 37° 53 -1/8" 63' 75.0 75.0 75.0 73.0 75.0 75.0 75.0 73.0 75.0 75.0 75.0 75.0 72.0_ 72.0 38' 42' 48' 54" 84' 75.0 75.0 19 -1/8' 28 -1/2' 37' 53-1/8" 74 -1/4' 73.0 73.0 75.0 75.0 73.0 75.0 73.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 38' 42° 46" 98" 75.0 75.0 75.0 75.0 75.0 75.0 35" 42' 102' 75.0 75.0 73.0 75.0 35' 42' 108" 75.0 75.0 73.0 75.0 36' 114' 75.0 75.0 38" 120' 73.0 75.0 38' 128' 75.0 73.0 3/18" HEAT STREN'D GLASS .120 IRTERLAYER UVEHOL -L10. RESIN 3/16" HEAT STRENO GLASS SILICONE TREMCO TREAOG AZE 5500 EnAc us* AHIVab Fi, pam, CJIN.• 2. GIASS TYPE 'C' 4 2011 c 4. n 0 1 at 8 g 0 8 0 1 drawing no. W03 -52 (sheet 2 of 5 ) DESIGN LOAD CAPACI'Y •- PSF WINDOW DONS. GLASS TYPE 'F" GLASS TYPE 'G' GLASS TYPE '8' GLASS TYPE 'J' WIDTH LENGTH EXT. 44> INT. ( -) EXT. ( +5 INT. ( -) EXT. (4) INT. ( -) EXT. ( +) INT. ( -5 38" 42' 48" 54' 60" 68" 72' 48" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 60.0 90.0 90.0 80.0 111.0 90.0 140.0 80.0 80.0 80.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 36" 42" 48" 54" 60" 66" 72" 60" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 80.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 60.0 124.4 64.0 64.0 72.0 72.0 72.0 868 72.0 112.0 64.0 64.0 72.0 72.0 72.0 888 72.0 112.0 64.0 64.0 72.0 72.0 72.0 68.8 72.0 112.0 36" 42" 49' 54" 60" 72' 80.0 80.0 90.0 90.0 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 765 76.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72:0 72.0 88.8 72.0 112.0 38' 42" or 54" B4" 80.0 80.0 90.0 90.0 80.0 111.0 90.0 140.0 69.8 fi9.8 90.0 90.0 90.0 111.0 99.0 137.1 85.4 65.4 90.0 90.0 90.0 111.0 90.0 126.0 64.1 64.1 80.0 80.0 80.0 98.7 80.0 117.9 38' 42" 46" 96" 75.9 75.9 90.0 90.0 90.0 80.0 111.0 90.0 140.0 64.3 64.3 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 90.0 120.0 98• 42" 102" 7331 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 84.5 90.0 90.0 90.0 111.0 90.0 137.1 36° 42° 108. 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 990 127.7 38" 114" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 120" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 126' 72.7 72.7 90.0 90.0 990 111.0 90.0 140.0 3/16° HEAT STREN'O CLASS .090" I IERBAYER BUTACITE PV8 BY 'DUPONT' 3/16' HEAT STRENO CLASS DESIGN LOAD CAPACITY - P3? WINDOW DINS. CLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE "/ WIDTH LENGTH EXT. ( +) INT. (X) EXT. (+) INT. 00 EXT. (.) INT. (X) EXT. (+) 047. 00 19 -1/8' 29 -1/2" 3Y 53 -1/8" 28. 60.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 19-1/8" 26 -1/2" 37° 53 -1/8" 39-3'8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0' 90.0 90.0 111.0 90.0 140.0 19 -1/8° 26 -1/2' 37" 53 -1/8" 00-5/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 809 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 _ 85.3 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 105.2 85.3 132.7 19 -1/8' 28 -1/2' 37" 53 -1/0" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 800 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 1285 19 -1/8" 26 -1/2' 37" 53 -1/8' 74 -1/4' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 126.5 SILICONE TREMCO SPECTRUM 2 02 7700 GLASS TYPE 'F' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 3/16° HEAT STREN'D CLASS .090" INTERLAYER SENTRYGLAS PUTS 87 'DUPONT' 3/16' HEAT STREN D GLASS 3/16' TEMP. GLASS .090' INTERLAVER SORRYGLAS PLUS 87 OUPONT' 3/16° TEMP. CLASS L 8 MEI VIM AND LENGTH 1319033108 CAN HE 0018020 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. SILICONE OUOONE TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 OE 7700 GE 7700 GLASS TYPE 'G' GLASS TYPE GLAZING OPTIONS .4050 PRObUCTREVIsso a m¢gdytog with tiro Ptadde GLASS TYPE J W a II 1 k 1c drawing no. W03 -52 (shest 3 of 5 ) (WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING STSItM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I MULUON & MULLION ANCHORS 1 j 1 SEE SEPARATE NOA 11 1 1 i 1 11 1 It TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORSz SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY '1TW' (Fu -120 KS1. Fy.92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu•I77 KS. Fy =155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY I14 SMS OR SELF D L LINO SCREWS (GRrME 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/81 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD. SILL OR JAMBS 1'c = 3000 P81 MIN. C -90 HOLLOW/RUED BLOCK AT JAMBS ('m - 2000 P51 MIN. SEALANT; FRAME CORNERS SEALED WITH ACRYLIC SEALANT. . 64MV ti 000 •. ftt PE .�K. 1S Y 70692 II:ODUCTREYISED • tocalaplybegw6hI FIIds .oeelmmmNo ofk Z1 Dade ProdmiContal a"V z gI 21 rig A s k 9 B 9 k droning W03 -52, ( 4..of5.) ITEM PART i QUANTITT OESCRIPTION MATERIAL MANP. /SUPPIR /86MARES 1 6W- 35277 -A 4 'WINDOW FRAME 6063 -T8 - 2 1286 AS BEO0. OLARING STOP TUBE 6083 -15 - - 6 #10 X 1' - FRAME ASSEMBLY SCREWS P.H. S16 8 TM -174 AS READ. GLAZING BEAD (&*M. GRASS) 6083 -15 - 9 - AS REOD. GLAZING 68*1) INSUL. LAM. GLASS) 6083 -T8 - 44"u 8 TYP. CORNER DETAIL I/4• MAX. SHIM METAL sTRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EnOr: J • Add . FI C,(,7Q792 1 PROGUCTREVESSD as complying wards Florida Sktiltille Code No aviation Doe l�3 oks drawing W03-52 shoat 5 of 5