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WS-13-1771Miami hhores Village icIT ' Building Department artment _ .� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AUGaJG o s �� Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 m a M FBC 20 $ DING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING vp�,ti,, �p�" ROOFING JOB ADDRESS: �'+1 N'9_ S City: Miami Shores County: t Miami Dade Zip: 33 3,17 Folio/Parcel#: �, 2 e� e31 7Y 0 fie, t�r�. , t Ld L2-2_::8 BLL & pP 10— 4 70 Is the Building Historically Designated: Yes NO 1% Flood Zone- OWNER: Name (Fee Simple Titleholder): c� t"�Z Phone#: Address: (d -2 5T M i n� City: State: Zip: Tenant/Ussee Name: Phone#: Email: a CONTRACTOR: Company Name: a Phone#: Address: City: State: Zip: Qualifier Name: Phone#• _ State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Q _ Phone#: q Si _ 3 ` cf— ?35-S Value of Work for this Permit: $ y Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew QRepair/Replace ODemolition Description of Work: &42["(g `Pog�r, J J r `'l S. Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Bond $_ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ " Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) � 6V\Q- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature _ N2�� Owner or gent Signature Contractor The fore oing instrument was acknowledged before me this �,�The foregoing instrument was acknowledged before me this day of. 2U L3 by , � `� �� 1 i,�'/Yiay of , 20 —, by who is personally known to me or who has produced ` (I t who is personally known to me or who has produced I. As identification alidwho did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MyC APPROVED BY 717-7711 1711 a W11 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10=M)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISDLOSURE STATEMENT NAME: ►� �.� _ ._,. DATE: ADDRESS: I v 11 7 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and ju occupancy. it may not be built for -sale orlease.-If you sell or lease a building you have built yourself within one-year atter the construction is complete,. the law will presume thatyou built for sale or lease; which is -a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct FICA and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. initiaall , 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to own responsibility. Initial f 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that 1 may protect myself from potential financial risk by hiring a likened contractor and having the permit filed In his or her name instead of my own name. I also understand that the contractor Is required by law to be licensed In Florida and to Itst his or lice7nrs on permits and contracts. Initial 4. 1 understand that I may build or Improve a one family or two-family residence or a farm outbuilding. I may also buildor Improve a commerdal building if the cats do not exceed $75,001). The buikfing or residence must be for my use or ootxrpancy. It may not be built or substantially Unproved for sale or lease. If a building or residence that I have built or substantially improved myself is soli or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. intifal� 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial ti. i understand that i may not hire an unlicensed person to ad as my contractor or to supervise persons woridng on my building or residence. It is my responsibility to ensure that the persons whom I employ have the Ikettse required by law and by county or municipal ordinance. I understand that it Is frequent practices of unlicensed person to have the properly owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, in -be halt liable and sub*W to serious financial risk for any Injuries sustained by an unlicensed person or his or employees while working n my property. My homeowner's Insurance may not provide coverage for those injuries. I am willfully. acting as an owner-lidider and am aware of the limits of my insurer= coverage for injuries to workers on my property. q�L Initi I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the workbeing-done. Arry person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I mint complywith laws requfiiiilj the withholding of federal income tax and social security contributions under the Federal Insurance Contribution Act (FICA) and must provide workers compensation for the employee. I understand that my failure to IbHow these may subject to serious finandal risk. lnitial_,.___._ I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner -builders as well as employers. I also undersiafld that the construction mustcomply with all applicable laws, ordinances, building odes, and zoning regulation. Initial,_. 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United StatesSmall Business Administration, and the Florida Departmentof Revenues. I also understand that l may contact the Florida Construction Industry Ucening Board at 850.487.1385 or ht�dAvww.m orideDoense.com/db rf Wdlbftmhtmi Initial 11. 1 sin aware of, and consent to, an owner -builder building permit applied for In my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initiel_ 12. 1 agree to notify Miami Shores Village immediately of any addition, deletions, or chanes to any of the information that I have provided on this disclosure. initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Ucening Board and i spar ywint of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be In civil court. It Is also important for you to understand that, lt an unlicensed contractor or employee of an individual or firm Is injured while wodchhg on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor Is properly licensed and the stators of the contractor's workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property owner and retumed to the local pe *4 agency responsible for Issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit Is Issued. Was acknowledged before me this, day of AAL4- 20 C Produced there License or 17 OWNER who was personally known to me or who has i 0 -'11-'5 - I r T1s identification. Cl81 S to Flori My Co Expires epTARY Commission # EE 12BB10 Bonded Through National Notary Assn. Prepared by Jennifer Garvin, an employee of Fast American We Insurance Company 1949 N. University Ww Cowl Springs, Florida 33071 (954)753-8220 Realm to: Grant File No.: 1179-2988260 TRUSTEE'S DEED CFN: 20130604260 BOOK 28752 PAGE 1358 DATE:08/01/2013 09:23:31 AM DEED DOC 1,950.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY The name of each person who executed, witnessed, or notarized this document must legibly be printed, typewritten or stamped immediately beneath the signature of such person. THIS INDENTURE, executed on 2013, between Martine Cailebaut, Individually and as Co -Trustee of the 2012 Alfred J. Muret and Pauie M. Muret Revocable Trust dated April 13, 2012 - whose mailing address is: 40 Green Valley Ct,San Anselmo, CA 94960, party of the first part, and Kamran Ajami, a single man whose mailing address Is: 3920 NW 43 Street, Coconut Creek, FL 33073 party of the second part, WITNESSETH: The party of the first part, for and in consideration of the sum of $10.00 and other good and valuable consideration, receipt whereof is hereby acknowledged, by these presents does grant, bargain, release, convey and confirm to the party of the second part, their heirs and assigns, ail that certain land situate in Miaml-Dade County, Florida, to -wit: Lots 22 and 23 in Block 13, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-3206-013-1840 The land Is not the homestead of the Co -Trustee under the laws and constitution of the State of Florida and neither the Co -Trustee nor any person(s) for whose support the Co Trustee Is responsible reside on or adjacent to the land. SUB3ECT to covenants, restrictions, easements of record and taxes for the current year. TRUSTEE(S), Paule M. Muret, Martine Callebaut & Thierry Muret, has/have full power to sell, transfer, mortgage said real estate. TOGETHER WITH all singular the tenements, hereditaments and appurtenances belonging to or in anywise appertaining to that real property. Page 1 of 2 1179 - 2988260 CFN: 20130604260 BOOK 28752 PAGE 1359 AND the party of the first part does covenant to and with the party of the second part, their heirs and assigns, that In all things preliminary to and In and about the.sale and this conveyance the Laws of Florida have been followed and complied with in all respects. In Witness Whereof, the parties of the first part have hereunto set their hand(s) and seal(s) the day and year first above written. 2012 Alfred J: Muret and Paule M. Muret iuir:7 2 Martin 0allebaut, Co -Trustee Signed, sealed and jere4l in our preen . AA AA, Witness Signature �r �v► Print Name: "-,kor1a� �t • t i 1 State of California R County of (N N A V-1 N 000 Witness Signature Print Name: .,e, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on -Z�i LJJ ;G 2013, by Martine Callebaut, Individually and as Co -Trustee of the 2012 Alfred 3. Muret and Paula M. Muret Revocable Trust dated 113, 2012 who is/are personally known to me or has/have produced a valid driver's licentification. Notary Public !gig to, (Printed Narm) My Commission expires: ajo, /r �_� m VVIC Confssion +01982518 Notary pubMo • Cantomta Matin County Comm. fss J UR 19 2018 Page 2 of 2 1179- 2988260 OF ENT A RECORDED COPY MUS��T BIE POSTED ONTHE OMMOB S TEE T TIME OF FIRST INSPECT II N 1111111111 l jj j 11jil jjjjj1111j, j(j Jill PERMIT NO. 9�SL� I a �- + `® TAX FOLIO NO. t J I I?��o tHpls' STATE OF FLORIDA COUNTY OF MIAMI-DADE: ' P ` THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida. Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street / address: l� 1 r l ems. 10 7 I� 2. Description of improvement: 3. Owner(s) name and address: v,,-, rn,, c _ P I- - - - 4. 5. S. Interest in property: Name and address of fee simple titleholder. Contractor's name and address: -TSA r-; � .0 e Name and Address: Amount of bond $ . Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: �9 ®mow 7- 1 ��'° f� 4i j ;env ,'� L1,0" 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owner's Name_ Wit$ Prepared by Sworn to and subscribed before me this`? sla�i of/qt 26�`ZS'(20. Address: l/V A1610Z S7 � Notary Public. .•y` i / -fl l )4 oD c:15 Print Notary's Nam s DR. fjOLL My commission exp r of Batas r"We way 76 COMMINton # DO 2014 t WINDOW SCHEDULE NO. Type Size x f . Pressure Quantity Pressure NO. SIZE (See calculation) MODEL W1 CASEMENT 3Tx 63' t 32„ +49.85 , 19%4m 2-1-Loq- 1 + 38 -54.07 38'x80' W2 CASEMENT 32'x63' + 47AS -51.67 + 49. , 44'x80' SWIG wm 1- %dw" -54.077 +49.85 -54.07 , W3 PICTURE WINDOW 64W 1�_03t�1-U W4 PICTURE 37*x3r 1-2 -•03M-04 +49.85 , WINDOW -54.07 W5 SLIDING 74'x50 %' 2.0321_02 +49.85 2 -54.07 W6 SLIDING 74'x38' 12--0321-02 +4985 , - -5454..077 W7 SUIXNG 3rx26Y" 2 -0321-0 +49.85-54.07 -54.07 W8 SUDING 74'x50 s 12 -O 311- o +49.85 -54.07 W10 SLDING 3rx38' 2-021-vL +49.85 , -54.07 W11 74`x63" 1 �—�°R-o� -54.07 W12 PIOR0K 74'x83' 12 -03 oq-o 8 + 49.85 Z � W13 CASEMENT 3r"2 + 2 54.01 W17 CASEMENT 37'x38' 6 '3 Z +49.85 -54.07 W21 CASEMENT 37'x60 +49.85 . -54.07 DOOR SCHEDULE c Pressure NO. SIZE TYPE MODEL ' r, (See calculation) Quantity 01 18'-0'xr-r CLOPa GARAGE M.42 19%4m 2-1-Loq- 1 + 38 014 38'x80' SVMG DM M -aid 9• o + 47AS -51.67 018 44'x80' SWIG wm 1- %dw" +47.45 019 26x80' SIDEUiE r2-bZ0-1 +47.45 ! • 51.a7' ' MIAMI•DADE MIAMI-DADE COUNTY LWAMAM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. o� inera T. M. Windows LLC 601 NW le Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in- areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails a licable building code. This product is approved as desc 11 erein,'and has been designed to comp F' the Florida Building Code, including the High Ve , < Hurricane Zone. DESCRIPTION: Series " 5" Aluminum horizontal Rolling Window — L.M.I. APPROVAL DOCUM *: titled "Series 805 Al `-&I Rolling Wdw. (L.M.1.)", sheets 1 through 7 of 7, dated 49/19/08, with revision e /29/12, prepared by Al—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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1110.02 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0321.02 M Mb a Expiration Date: May 13, 2014 Approval Date: May 03, 2012 t�J Page 1 T. M. Windows 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 revision C dated 02/29/12, prepared by AI 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 - 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed & sealed by Carlos S. 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 an 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) ) Manuel Per Product Control Exa i NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-1 T. M. Windows 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 an aluminum 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. 0-1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC-2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA#09-1110.02) Manue P .E. Product Controlxa ner NOA No. 12 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 49-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTI -3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 - 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Per E. Product Control E m' er NOA No. 12-0 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-3 3/18` ANN. GLASS 3/18' HEAT STREWD CLASS FOADDS ANCHOR REND. R INSTALLATIONS INTO 080' INTERLAYER .090' INTERLAYER WOOD STRUCTURES OR SAFLEX HIG BY SOLUTLA SENTRYGLS BY DUPONT THRU W000 BUCKS INTO MASONRY 74" MAX. WINDOW WIDTH 3/16' ANN. GLASS 3/18' HEAT STREN'D GLASS 8 J/8' MAX. SILICONE SILICONE FALSE MUNTINS 6' HEAD GE RGS7700 GE RS7700 (SURFACEAPALIEO) SILL 3 DOW CORNING 996 DOW CORNING 995 MAY BE USED 13 11 II \ 13 I I 1 1 it II I it I 7/18' OVERALL GLASS 7118' OVERALL GLASS TYPE A rYpp 13 I " TYPE A TYPE H 1/8' TEMP. GLASS I� II 11 it I II 11 if 3118" HEAT STREN'D GLASS 3/18' ANN. GLASS 1/4' AIR SPACE 1. - IL -I1 It it u_ .120" INTERLAYER .120" MTERLAYE'R 118' ANN. GRASS 8 i' I' 1 UVEKOL-i.IG RESIN UVEKOL-L!O RESIN BY 'SURFACE SPECIALTIES INC.' BY 'SURFACE SPECIALTIES INC.' 490' INTERLAYER SAFIEX IRG PVB BY 'SOLUTIA' I .. 3116" HEAT SHREWD GLASS 3/18" ANN. GLASS 1/8' ANN. GLASS 32 7/8' 33 1/2" SILICONE SILICONE SILICONELEGE ROS7700 BE RCS7700 RGSGE D.L. OPG. O.L. OPG. DOW CORNING 996 DOW CORNING 995 DOW CORNING 995 y 37 1/2" 1 i n I I n 1 jl n 11 ii Ij !i 1/2" OVERALL GLASS 1/2" OVERALL GLASS 11/16. OVERALL INSUL GLASS TYPE 'CTYPE 'D, TYPE 'E' GLAZING OPTIONS SERIES 805 'ALUMINUM HORIZONTAL ROLLING 1111, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. AU UX VA b1zl b MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 4,u CLAM TYPE 'A' I GIASS TYPE '8' I GLASS TYPE 'L" I GLASS TYRE 'D' I GIS TYPE 'E' TXT.(+) I HNT.(-) EXT.(+) I 1NL(-) I EXT.(+) INT.(-) I EXT.(+) INT.(-) EXT.(+) INT.(-) 8' MAX. 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINULI 1.904ES. FOR METALLIC SWEEP LATCHES Wiff MAX. LOADS TO 180.0 PSF. FAO/SILL MRNERS r O N ED 8 ILL ZZZ 01�p11 In tf q �1 y i S"m C 0 AU UX VA b1zl b MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER CLAM TYPE 'A' I GIASS TYPE '8' I GLASS TYPE 'L" I GLASS TYRE 'D' I GIS TYPE 'E' TXT.(+) I HNT.(-) EXT.(+) I 1NL(-) I EXT.(+) INT.(-) I EXT.(+) INT.(-) EXT.(+) INT.(-) 80.0 I Sao 90.0 1 130.0 1 904 90.0 1 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINULI 1.904ES. FOR METALLIC SWEEP LATCHES Wiff MAX. LOADS TO 180.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REDUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: 070 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 RATERFOR LARGE & SMALLREOUIR(:D, PRODUCT REVI[SIND 1 Gam, plyGog 81ewD6 Fiodda AIA PE'70s92 '• Idld&aCoAo yS 4hN•' t D- sR 3 . By droeHrlg no. 14AR' BD I W08-81 cheat 1 of 7 ADOL ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR ADDL. ANCHOR REOD. THRU WOOD BUCKS INTOFOR INSTALLATIONS INTO �I 111" NIX.WOOD STRUCTURES OR WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY 111' MAX Q 8. 10MAX 11/4" WINDOW WIDTH f" T FIX IF 9 3/8' FALSE MUNRNS 3' AT FIX UTE MAX 8' �• FALSE MUNM6 74 7/8' 3' B' MAX. ( O BE W HEAD\SILL HEAD/SILL ( Z K > MAX. 3. Raw/SILL p p AT WENT CORNERS A s�LL --W CORNERS ��61yy at t t 1 t 1 i 1 I W LL Qn 1 —• I 1 1 -- I ��C g II a �� 4 ii II Gi k9 ,/ �/ I' M � � � ✓`I � ��gr ��(py} Jp IL M x �(L"___ G c a i a4 ii �'' ' Za t u 1' ❑ I h u II u u Ii 0 u ,I u u II M -JI _ 11 II ,1 11 II t� 1 II ,� 11 II i B p II •t II 1((��7 n t 32 7/8' 33 1/2" 32 7/8' 24 S/8' g0• MAX, 24 8/8' C.L. OPG. D.L. OPG. D.L. OPG. D.L OPO. O.L OPO. D.L. OPO. d = 37 5/8' 8' '^ 29 1/4' 29 t/4' 0 Q VEM _ _ - - - - VENT WIDTH PENT WIDTH VENT WIDTH +••7 — w Z3O TYPICAL ELEVATIONS XOX SIZES XOX SIZSS a MAXIMUM DESIGN LOAD RATING - M MAXIMUM DESIGN LOAD RATING - PS 1- 10L FORSIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER C� GIAASB TYPE 'A' GLABB TYPE '8' CLAN TYPE 'C' GIASS TYPE 'S' GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) 1M.(-) EXT.(+) 1-.(-) EXT.(+) TNT.(-) EXT.(+) 1NT.(-} 80.0 90.0 90.0 130.0 90.0 90.0 79.0 "A 00.0 90.0 90.0 130.0 gg LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPR81•X'i L0ADED AWN LATCHES. LOADS SHOWN ABOVE ARE FOR WINDOW VENTS F FOR METALLIC SWEEP LATCHES U!!R MAX. LOADS TO 180.0 PSF. WITH SAM WADED ALUM LATCHES. FOR W.I. SWEEP LATCHES LIMIT MAX WADS TO 180.0 PSF. lei c < m u F�F O 1 Cdt7l. PRODUCT RBWISBD •1 FM PC' 7 84 es canp'*8 vft t a Flarlda PAN HAmapWo Me •(� 10'1 $ NOTE: l� Q GLASS CAPACITIES ON THIS SHEET ARE \ ' Lay BASED ON ASTM E1300--04 (3 SEC. GUSTS) SIDawt droving na. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1 � sheet 2 a1 7 o 1 u � I I -1 11 I n DI --II--- B i' 1 11 I 10 X 3/8' PH SMS PER CUP L 14 4" LONG WIND LOAD CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 1'ilMA1i-RSI Wt - 1-1/4' X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 - 1-1/4" X 1/4' WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 = 2' LONG WEEP NOTCH AT EACH END W4 1" LONG WEEP NOTCH AT 32" FROM EACH END LONG CUP ADAPTER I SEE EAC METOL FOR SPACING STRUCTHAiE • ----r— -- ---A-PP—RO-VE-D- �1� MOE COUNTY 1MULLION & MULLIONaNCHORs 1 I SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 11 I �Mua. �- I II AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR spAcm ' Ile DHA ULTRACON BY 'ELCO' (Fu -177 KS. Fy-tSS KSI) e TYPICAL ANCHORS ELEV. cy CCQr yy d 1-1/2" MIN. PENETRATION INTO WOOD FOE R SPACING § SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 1'ilMA1i-RSI Wt - 1-1/4' X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 - 1-1/4" X 1/4' WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 = 2' LONG WEEP NOTCH AT EACH END W4 1" LONG WEEP NOTCH AT 32" FROM EACH END LONG CUP ADAPTER I E, AFmIR� PRODUCTRBVFSED a ��.• L• : gnDd��Oo�askhtheFlm90s 7Q � C -^!^. i� v � Daft dfONff19 110. TYPICAL. ANCHORS YYO��V 1 3 PER CLIP It z WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS �- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR spAcm ' Ile DHA ULTRACON BY 'ELCO' (Fu -177 KS. Fy-tSS KSI) e INTO 2BY WOOD BUCKS OR WOOD STRUCTURES yy d 1-1/2" MIN. PENETRATION INTO WOOD � 1 THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY <_ DIRECTLY INTO CONIC. OR MASONRY 1-5/8' MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILLING SCREWS (MOE S CRS) 3 30 .1 w INTO METAL STRUCTURES STEEL : 0.105' MIN. (Fy - 36 KSI MIN.) p ALUMINUM : 1/8' THK MIN. (6083-T5 MIN.) O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8' (NO SHIM SPACE) TYPICAL EDGE DISTANCE o R E' INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SSL OR JAMBS Po • 3000 PSI MIN. C-80 HOLLOW/FILLED BLOCK AT JAMBS Pm . 2000 PSI MIN.{ ®JQ E, AFmIR� PRODUCTRBVFSED a ��.• L• : gnDd��Oo�askhtheFlm90s 7Q � C -^!^. i� v � Daft dfONff19 110. TYPICAL. ANCHORS YYO��V 1 3 PER CLIP 1/4- SHIM © 12 @ O u MAX. VENT ww" m 1e 9 1/4- MAX. METAL 1 24 18 8 SHIMS TYPICAL � �� O STRUCTURE . FOR SPACING 55£AAA�III O 19� ~ _..............._ -- .—'-- o 17 > ----- ------scREENs OPT. :. -: _-_- -.. .-'-_.:_:. 1� a Waco BUCKS O °I P TYPICAL ANCHORS B 78 4z FOR �SPG ELEV.4 EXTERIOR o'er' s a v$ g WINDOW WIDTH XO LAYOUT OX OPPOSITE I C D 1/4" MAX ^y 1/4- SHIM VENT WIDTH VENT W{DI'H M MAK 18Y > WOOD BUCK _ WOOD &HSfS Q OR If _ > 1=ma --SCREENS OPT. ---� - - - - _-_ _ _-_ �_ SCREENS OPT- P TYPICAL ANGORS O �....._....:_:. SEE FOR SPACING % NG TYPICAL ANCHORS Y FOR SEE EXTERIOR W WWOOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 18AW-DARE COUNTY SEE allRAMULLION M d --- I r ----I VENTS WITH SPRING LOADED LATCHES •,Aen•uav AH PRODUCCREVEM •� n II CAfJ7:. 11 I I ' krA P� t Toles �aomplYU+BaiGKOwF ii iic.wW3sse'�K BaildtagCede �. AP ''$ 012':1•• � l� -------- _ _ - - -_ _ BY droving no. EXTERIOR WQ8—S WINDOW WOTH WINDDW WIDTH � �;'� �, � efieet 4 of % VENT WIDTH „4° MAX 18 TYPICAL ANCHORS Z �c METAL SHIMS SEE �! 5IRlbCTURE . FOR SPACING ❑ _- _ 66 P go is _ _ ,7 7 �._.J- -----_ _- _ v v ^ate �Q ------SNS OPT. --- _ _ _ _ _ _ _wp BUCKS v 11�pp J TYPICAL ANCHOR $ O.L.O. }" FOR SPA ti". 4 EXTERIOR g .a ° wwow W OTHXO OX OPOUT YPOSITE �y © O 1,4"'� 7A 1/4' SKIM YADTN VENT WITH SHIMS MAX. ,ey LL WOOD BUCKS wo00 BUS 6 ,� STRUCTUR D o -- _-_ ❑ El--_-- -- Z D � �a� •'�> TYPICAL ANCHORS -- JPT ----� - _ - - _ �----- LEI SCREENS WTr- SEE ELEV. FOR SPACM D.L.O. ° TYPICAL ANCHORS SEE ELEv. EXTERIOR ' o FOR SPACING WINDOW WIDTH XOX LAYOUTg$j TYPICAL ANCHORS SEE ELEV. FOR SPACING A elwbM.JD-DAM COUNTY T+PRA MULLION d SEE SEPARATE NDA ,g VENTS WITH < m SWEEP .BATCHES PRODUOYREMW e � rwIY�w7911iM1 oft I 1 11 '• TI/4• PE7�M2 t• BUD&$ caft qq $ 11 II Ri�N•'•'r+w •• { A�BPt8000H0 �i; �', h' n2`° �¢ scslEENs GPT. q-t M - .. L---� •M�wDroow mDTH EXIE�oRwD,DOW WrpTH 2u1Z WO8-81 sheet $ of 7 FRAME HEAD 1.480 .077 .313 '� 1.420 SILL TRACK Lo71 .062 1255 IYP. .929 SILL CLIP ADAPTER FRAME SILL TOP 1.37 .!G62t'000 750 868 1.250 .125 1.000 t4 WIND LOAD CLIP O TOP & BOTTOM RAIL 1.750 ❑ 1 I� A54 .t251 2.201 t8 MTG. STILE REWF. 1.375 .085 5.000 500 2.312 ,107-�- O JAMB STILE� -2.312 16 FIX. STILE REINF. .W35 -7-T 1.298 z.37s 1.375 IA 48 1.000 .849 1.235 1.78X1 .06-2 MEETING STILE 1 (12) VENT LATCH LTSM PART B QUANTITY DESCRIPTION MATSRLAL MANF./SUPPLISR/REMARXB 1 TM -130 1 FRAME HEAD 8083-T8 - 2 TM -1338 1 FRAME SILL BASE 8083-T8 - 3 TM -134 1 FRAME SILL TOP 6083-78 - - 4 TM -132 AS READ. FRAME JAMB - VENT 8083 -TB - 5 TM -131A AS REOD, FRAME JAMB - FIXED 8083 -Ta - 8 TM -138 2/ VENT TOP AND BOTTOM RAIL 8083-T8 - 7 TM -139 1/ %ENI' JAMB STILE 6063-76 - 8 TM -140 1/ VENT MEETING STILE 8083 -TB - 9 TM -137 1/ VENT FIXED STU (SPRING LOADED LATCH) BO83-TB - 9A TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 8083 -TB - 10 TM -136 1 SILL TRACK INSERT` 8083 -TB - 11 TM -135 1 SILL CLIP ADAPTER. 12' LONG 6083-78 AT MTD. STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCK 3-1/8' LONG 6083-16 AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MIO SPAN 129 #8 X 3/4' 2/LATCH SWEEP LATCH IMNTNG SCREWS - FH SMS 13 TM -141A AS REOD. GLAZING WAD (LAMINATED MASS) 8063-T8 - 13A TM -181 AS REM GLAZING BEAD (NSUL LAM. GLASS) 8083-78 - 14 TM -154 AS REDD. WIND LOAD CLIP, 4' LONG 8083-78 - 15 i/ STILE MEETING STILE REINFORCING 6063-T8 - 16 - 2/ STILE FOXED STILE laXWORCNG X83 -TB - 17 W31225 AS REOD. FN SEAL W STRIPPING (.270° X .220' KOH) WOOL 18 W43371 AS REGO. FN SEAL WMWPINC. (.187° X .370' HIGH) WOOL 19 W43201 AS REDD. IN SEAL W'STRIPPIMG (.187- X " HIGH) WOOL 20 P8043 I ADHESIVE BACK CLOSED CELL FOAM 7/8' X 1/2' X 1-7/18" LONG 21 - 2/ VENT VENT ROLLER HOUSING & OUIOE PLASTIC AT EACH END 22 - - ,TENT RMLER/WHM BRASS - Z3 012 X i' 2/ CORNER FRPME ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 010 X 1' 2/ CORNERs ASSEMBLY SCREWS - PJL PH ILM SMS 25 - 1/ LATCH YENT LATCH SPRWC 1 ST. STEEL. - 26 W31175 AS RECD. FN SEAL WPSTRIPPLNG (.187' X .175' MOO I WOOL - 27 TM -ISI 1 SOL WEER 1 8083-76 - 2.3t1.375 2.312 ,Ogg .435 .183 1.437 7 t.0 1.237 .040 .540 A40 .500 .923 .923J 1.780 1.750 13 GLAZING BEAD ® GLAZING BEAD OSI FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL LAM. GLASS) He-1.7AA-.1 I _ __ FRAME SILL BASE FRAME JAMB - VENT 3. FRAME JAMB - FIXED I 27 SILL RISER _AHNAD •. F ' IkA� a _7092 F L .A A R.1•�•ZQ ��, Growing no. W08-81 PN. SMS. PH.SMS. �`SMS.ASLY SCREWS eYSCREWASLY SCREWS t za j d' LL yny i M 4 z (4 FRAME TOP CORNER F FIXED MTC, RAIL TOP CORNER 3i (4ASSEr12 x SCR NS P. SMS. TOP CORNER M LL a Z z Za (z) #10 ■ 1• PR. SAM .\ ASSEMBLY SCREWS \ FIXED MTC, RAIL O=M CORNER L Cnpr, C1 N{40 PRODUCTREVISED � (()) ®p 7** as c=Wlyft ahh 00 FbfUe Bwwftoxw FRAME BOTTOM CORNER ASSEYSLY SCREWS SNB. !'I 8 VENT BOTTOM CORNER l '• Hy pi0 dmwh�g no. ASR $ 2p12 i �• cheat 7 of 7 VI 1 MDADE I MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 19805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 331-75-2.474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m!amidade.eovinera/ T.M. Windows, L.L.C. 601 N.W. 12a` Ave. Pompano Beach., FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has-been reviewed"and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County pnd 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 revolve, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to cam I with the Florida Building Code, including the High Veloci DESCRIPTION; Series 11230" Outswing Aluminum French Doors w/wo Side lite8 — N.I. APPROVAL DO , U U Alum 04tswing French Door w/sidelites (Nl)", sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 06-07-03 and last revised on Jun 14, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. Approved Hurricane Protection Devices complying w/ FBC required. Limitations: 1. See Design Pressure ratings in sheets 1 & 2 of the Dwgs. 2. Max. Exterior (positive) design loads to be limited for all threshold types per sheet 3 of the Dwgs. 3. Max door leaf width not to exceed 34-1/2" and the max sidelite width not to exceed 37-1/2". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and'them has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0923.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �i NOA No 12-0309.07 tL��'L• • Expiration Date: June 29, 2015 Approval Date: June 21, 2012 Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections (Submitted under file # # 10-0923.03) 2. Drawing No. W03-38 Rev E, titled "230 Alum Outswing French Door w/sidelites (NI)", sheets I through 7 of 7, prepared by Al-Farooq Corporation, dated 06-07-03 and last revised on Jun 14, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 10-0923.03) 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 Along with installation diagram of an outswing doors w\ sidelite, prepared by Fenestration Testing Laboratory, -Inc, Test Report No.FTL-6265 dated 08/04/10, signed and sealed by Jorge A. Causo, P.E. 2. Test report No(s) CTLA-136W-1, 2,3,4,5,6 dated 12/09/1996 per SFBC PA 202-4, issued by Certified Testing Lab, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Al- Farooq Corporation, dated 09/09/2010 and the latest revised on 11/15/10, signed and sealed by Javad Ahmad, P.E. (Submitted under file # # 10-0923.03) 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia inc., expiring on 05/21/16. 2. Technical data of flexible Vinyl PVC #GG -75, supplied by American Vinyl Company. F. STATEMENTS (submitted under file # 10-0923.03) 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/23/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/02/10, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 10-0923.03) 3. Lab compliance as part of the above referenced test report. 4. Addendum letter to test report CTLA-136W-1, 2, 3, 4, 5& 6 dated July 16, 1999, prepared by Certified Testing Laboratories, signed by Jim Blakely. 5. Asset Sale and Purchase agreement dated Aug. 01, 2008 between TM Windows, LLC (Buyer) and TM Window & Door, LLC (Seller), signed by Kevin McCrann, Manager TM Windows, LLC and David Goodman, Manager TM Window & Door, LLC. 6. LLC Purchase agreement dated Nov. 2008 between Pro Marketing Sales, Inc (Buyer) and Shekman Partner, ,LLC, David Goodman (Seller) and TM Windows, LLC, signed by J. Harvey Hall, Jr. , President Pro Marketing and David Goodman, President/Manager TM Windows, LLC. G. OTHER 1. This NOA revises NOA # 10-0923.03, expiring on 06/29/15. 2. Test proposal dated March 30, 2010 and approved on Aug 1, ?�OG10 dry CO,� shaq I. Chanda, P.E. Product Control Examiner NOA No 12-0309.07 Expiration Date: June 29, 2015 Approval Date: June 21, 2012 E-1 6' TEMP. GLASS r3/16" TEMP. GLASS EXTERIOR SIDELITE PANEL GLAZING DETAILS D.L.O. HEIGHT (SIDELTTE) = FRAME HEIGHT - 4.250" D.L.O. WIDTH (SIOEUTE) SIDELTT£ WIDTH - 4.250" D.L.O. HEIGHT (DOOR) LEAF HEIGHT - 6.00" D.L.O. WIDTH (DOOR) = LEAF WIDTH - 7.812' DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. SERIES -230 ALUMINUM OUT -SIDING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LOSS CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. ( X ) DOORS TOAD CAPACITY - PSF DOOR OIC. SINGLE DOORS (X) DOOR !EIGHT DOOR DIMS. 6/16" TEMP. GLASS DOOR WIDTH DOOR HmQHT EXT.(+) IIT.(-) 31-1/4' 10, `W.0 71.5 37-1/2' 60.0 BOA 31-1/4' 98, 89.6 50.0 59.6 80.0 37-1/2" ANCHORS AT MTG. STILE ENDS HEAD/SILL Iik % rx@oOCT AaY1�9 a��iglpljl�dH M� Pfer1AA NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-OEC-219 71 I DOOR OIC. 6/i6" TEMP. GLASS DOOR WIDTH DOOR !EIGHT EXL(+) 61' ac, 604 71.5 71-1/2" BOA 60.0 BO• 96' 59.6 59.8 71-1/2' Bob 50.0 SS -JJJ1>¢ zoo z� a $ u II lk T91 ml: I II 1v / 12// T-\ 263/4" 26 3/4" " OPG. D.L. OPG. 34 1/2' EAF' STH 1 34 9/16• DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOOR OIC. 6/i6" TEMP. GLASS DOOR WIDTH DOOR !EIGHT EXL(+) 61' ac, 604 71.5 71-1/2" BOA 60.0 BO• 96' 59.6 59.8 71-1/2' Bob 50.0 FLA. CA '3A38 4' MAX. U ARNERS O O n O �3� SS -JJJ1>¢ zoo z� a $ FW T91 ml: I S 8 � drawing no. W03-38 14 3/4" MAX. 4" HEAD/SILL HEA SURFACE APPLIED CO. MAY BE USED F, FALSE MUMTINS —\I \ it u ii E \ C N H n n u II � II II_ , ' \II � N 2 II II w II _ n II II II II II , _ Q ANCHORS AT AT V & 7" FROM FRAME AT DOOR AND TYP. AT H 33 1/4"I D.L. OPG. 8 c 37 1/2" MAX. SIDELITE WIDTH ( 0 ) 75 3/8' 118 1/4' MAX. 118 1/4" MAX. OVERALI. W. OVERALL W. OVERALL W. (x0o) (oxo) (xox) 110 3/8" MAX. 149 1/4" MAX. 148 1/4" MAX. OVERALL W. OVERALL W. OVERALL W. tx>nro' (Oxxo) (oxxx) 0 APPROVED CONFIGURATIONS 33 4' MAX. 3" \ ii E \ C II � II II_ , ' \II / N 2 , _ 4� n , 4' MAX. 3" 28 3/4' I I 28 3/4° 28 3/4" D.L. OPG. D.L OPG. D.L OPG. 34 1/2" Fer WII]TFI 34 9/15" 34 9/18' 1 3/8" 1 BLPIB VIM SINGLE OR DGUBLR LRAB DOORE D&4IGN LOAD CAPACTTY - PSR DIMS. 9/18" TEMP. GLASS SIOEUTE FRAME EXT.(+) IM.(-) WIDTH HEIGHT 37-1/2' 80' 63.0 83.0 37-1/2 98" 50.0 80.0 MAX. DOOR WIDTHS: SINGLE DOOR 37 -1/2 - DOUBLE DOOR 71-1/2- NOTE' FOR DOORS CAPACITIES SEE SHEET 1. FOR SIOELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. e6+DDtfP11QYNw _:=w11M Ma Il vdit me-Mad n0 2AAk— � NS% �sT NOTE: GLASS CAPACITIES ON THIS SHEET ARE 0 BASED ON ASTM E1300-04 (3 SEC. GUSTS) g AND FLORIDA BUILDING COMMISSION o a m u a W DECLARATORY STATEMENT DCA05-DEC-219 0 .IAVAD AH" Cmi. Fl CAX �fj 1�?T42012 a W03-38 sheet 2 of 7 \ ' S.o 2 , , , , , , 28 3/4' I I 28 3/4° 28 3/4" D.L. OPG. D.L OPG. D.L OPG. 34 1/2" Fer WII]TFI 34 9/15" 34 9/18' 1 3/8" 1 BLPIB VIM SINGLE OR DGUBLR LRAB DOORE D&4IGN LOAD CAPACTTY - PSR DIMS. 9/18" TEMP. GLASS SIOEUTE FRAME EXT.(+) IM.(-) WIDTH HEIGHT 37-1/2' 80' 63.0 83.0 37-1/2 98" 50.0 80.0 MAX. DOOR WIDTHS: SINGLE DOOR 37 -1/2 - DOUBLE DOOR 71-1/2- NOTE' FOR DOORS CAPACITIES SEE SHEET 1. FOR SIOELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. e6+DDtfP11QYNw _:=w11M Ma Il vdit me-Mad n0 2AAk— � NS% �sT NOTE: GLASS CAPACITIES ON THIS SHEET ARE 0 BASED ON ASTM E1300-04 (3 SEC. GUSTS) g AND FLORIDA BUILDING COMMISSION o a m u a W DECLARATORY STATEMENT DCA05-DEC-219 0 .IAVAD AH" Cmi. Fl CAX �fj 1�?T42012 a W03-38 sheet 2 of 7 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 4:OGE'DI$T: „18• Y� 7 1 O i 18 O "a \v MIN. MIN. I IA U ' ",IMP, ,iho .�R FOR SPACM FOR SPACING THRESHOLD TYPE 2 APPR'D FOR WATER RESISTANCE EDGE m TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELL% FOR SPACING I 4" DIA. TAPCON By '1TW OR (Fu.120 161. Fye92 KSQ 1/4" DIA, ULTRACON BY 'ELCO(Fa+177 KS4 Fy-155 XSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS IN70 CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY i-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8-) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) K 1/18' TYPICAL EDGE DISTANCE PLACE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE =1" MIN. © INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL. OR JAMBS f'0 - 3000 PSI MIN. 1 I C-90 HOLLOW/FILLED BLOCK AT JAMBS f m e 2000 PSI MIN. In I 1 In r�>aottTifT VA9 AF81P0 L t z -Q a .07 c�vu FIA PE i 70592 CAN.3538 THRESHOLD TYPE 3 UN 14- 1612 APPR'O FOR WATER RESISTANCE DOOR DETAILS a p1 Q � C n 'm to yy OSS JVJ 4 J6� Mz RI OOO.0 Za Be h0 drawing no. W03-38 ma 1 3/8" ...o ° TYPICAL ANCHORS WEA EDGE 01ST. SEE ELEVATIONS 1/2" FROM FOR SPACING SILL ENDS THRESHOLD TYPE 1 APPR'D FOR WATER RESISTANCE ® uurt MAX. EXT.f+) LOADS TO 53.3 PSF I IA U ' ",IMP, ,iho .�R FOR SPACM FOR SPACING THRESHOLD TYPE 2 APPR'D FOR WATER RESISTANCE EDGE m TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELL% FOR SPACING I 4" DIA. TAPCON By '1TW OR (Fu.120 161. Fye92 KSQ 1/4" DIA, ULTRACON BY 'ELCO(Fa+177 KS4 Fy-155 XSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS IN70 CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY i-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8-) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) K 1/18' TYPICAL EDGE DISTANCE PLACE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE =1" MIN. © INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL. OR JAMBS f'0 - 3000 PSI MIN. 1 I C-90 HOLLOW/FILLED BLOCK AT JAMBS f m e 2000 PSI MIN. In I 1 In r�>aottTifT VA9 AF81P0 L t z -Q a .07 c�vu FIA PE i 70592 CAN.3538 THRESHOLD TYPE 3 UN 14- 1612 APPR'O FOR WATER RESISTANCE DOOR DETAILS a p1 Q � C n 'm to yy OSS JVJ 4 J6� Mz RI OOO.0 Za Be h0 drawing no. W03-38 INWIIQ7 I TYPICAL IN—ACTIVE LEAF OPTIONAL FLUSH BOLT AT IWACTIW LFAF CAL ANCHORS ELEV. SPACING FLUSH BOLT AT ACME LEAF ACTIVE LEAF OPTIONAL EXTERIOR AT S' FROM ENDS AND 9-1/2- O.C. WX z LL 1146 1/4- MAX. SHIM 29Y WOOD BUQ( Ci 'QR F 19 oil o u Ia im R z TYPICAL ANCHORS SEE ELEV. FOR SPA= 101 I"lill DOOR DETAILS] EfOi JWM AHWID CIVIL RA AA,PE &a. C EXTERIOR drawing no. DOOR WIDTH etatl114 20?sheet 4 of 7 TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING I z I. C SS 29 a d aElio 4 I I 1/4" MAX. O O B14 X 1-1/2" � $ELF ORIWNO SCREWS � t°fp y^y AT S" FROM ENDS vj AND 9-1/2" O.C. MAX. M a � � a --- _� O QNco 1 I TYPICALSEE ANCHORS ..,q 3 7��. W FOR SPACING .°. ._ iJ Z a m 39 1=+�oa a EXTERIOR LEAF V"DT" o SIDEUTE WIDTH DOOR WIDTH I FRAME WIDTH� �ft ° �It.,a.. a H m 0 9 �<mua I' © � � .nqr. YAp AH MU. � •n \ fA FIA PE gQ CAN. 39382 ° c EDGE: DvL3T TYPICAL ANCHORS Foe SPAONG SIDEUTE DETAILS UN 1 4 201 TWO S °38 3.000 .070 ON TVP. 120 1.773 LJ �_t.848-+N FRAME HEAD TM -038 DOOR JAMB/SIDEUTE FRAME GW 36572 1.57 WEATHER-STRIP ADAPTER GW -31826 .875 .415 'BOA 80 _� DECORATIVE MOULDING GW -36737 1 a70 .718 T -r II SIDELITE GLAZING BEAD TM -044 1.ts7 .640 —{ L. —1 1595 .625 .062 3.000 FRAME SILL 28815 AM .aea 3 wo .055 1.790 DOOR TOP & BOTTOM RAIL OW -36570 2125 � 126L 0310 GW 37888 0.572 CENTER HINGE 2.125 r 125 'O.246_ 0.572__,;V .872 GW 37889-4 OUTER HINGE a0W .055 1.780 .438 HINGE PIN QUANTITY DESCMP77ON a6e1 484 349312-28 TM -038 X 3/4- HINGE CAP J7. SMS a10 X 1/2- DOOR HINGE STILE E.H. SMS GW -36571 2 °n y� 3.801 o II 7889 �I 8126 b DOOR LEAF STILE GW -34601 HINGE ASSEMBLY S7 .040 HARDNESS . 75 SHOTE A TENSILE STRENGTH (160# STRAIN) m 730 PSI J.L EIANGAW AN T BREAK) a 39OX PSI -I SPECIFIC GRAVITY - 1s1 GLAZING GASKET SCALE 1:1 1.157 p .w L5 825 082 FRAME SIU. GW -28615 — 1- .002 __] .e4o 2-595 .625 f I T_h-3.000--d HI RISE FRAME SILL TM -184 ITEM 0 PART B QUANTITY DESCMP77ON MATERIAL MANE./SUPPMBR/RBNARRB 1 TM -038 1 FRAME HEAD 8063-T8 - 2 28615 1 FRAME SILL 6063-16 - 2.1 GW 28615 1 FRAME SILL 6083-T6 - 2A TM184 1 HI RISE FRAME SILL 6083-T8 - 3 GW 36872 2 FRAME JAMB 6083-T8 - 4 GW -34601 1 PANEL LOCH STILE 8083 -TB - 5 GW -36571 1 PANEL HINGE STILE 8063-176 - 8 GW -36870 2 PANEL TOP/901TOM RAIL 6083 -TO " 7 OW 31826 4 WEATHERSTRIP ADAPTER 6083 -TB END OF DOOR STBES CW/BOTTOM) 8 GW 37689A 2/HINGE ASSY. TM OUTER BUR HINGE 8063-T8 DOOR PANEL/FRAME HWGE SIDE 9 CIV 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6063-176 DOOR PANa/FRAME HINGE SIDE 11 Cw-34808 2/ LEAF PRESSURE PLATE -TIE I= ALUw" 4- LONG 12 - 2/LEW CONCEALED FLUSH SMIS - DOOR LOGIC STILES 13 WV -1051 AS REOD. MARINE GLAZING GASKET VINYL. AMERICAN VINYL CO. 14 AV -0524 AS READ. BULB GLAZING GASKET, DUROMETER 75 VINYL AMERICAN VINYL. CO. 18 4037 AS REO'0. 'YILTRAFAB- CENTERFIN WOOLPILE WOOL LOCK SIRES, JAMBS, WAD, 301 18 - 1/HINGE 7/32.0 HINGE PIN STEEL. AT EACH HINGE ASSEMBLY 20 - AS REOD. 010 ■ 1/2- F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2.0 THREADED ROO. WASHER & NUT STEEL TOP/BOTTOM END RAILS 24 I - 2/HINGE ASSY. HINGE BUSHING PLASTIC HINCE ASSEMBLY 25 - 38 OUST PLUG (CROW) PLASTIC ODOR JAMB INSTALL. SCREW HOLES 26 AS REDO. 010 • 1- P.H. SMS. (ASSY. SCREW) STEEL. DOOR FRAME MEAd M/MULL MOM 27 - 2/HME ASSY. HINGE CAP PLASTIC HINGE ASSBABLY 34 1 TM -054A 2 'H' MULLION 8083-T5 - 35 . TM 044 4 SMEUTE GLAZING BEAD 8083-T8 SIDE LITE (RAZING PERIMETER J7 GW 36737 OPTIONAL O.G. DECORATIVE MOULDING 6063 -TB DOOR PANEL. PERIMETER 38 - 1DEAD BOLT LOCK - - 39 1 1 CONVENTIONAL LOCK SET SINGES: 7-5/8" LONG ALUM BUTT HINGES 2 PER LEAF AT 8" FROM EACH END LOCKS ® STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR r+rsyrlclrr AT EACH ACTIVE LEAF LOCK STILE. 41-1/2. OR 47-3/4- FROM BOTTOM �� CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 36" OR 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILES (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERKIDS OF HURRICANE WARNING) MULLION TM -054A SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN.MULLION AND JAMBS SEALED WITH SILICONE. 4��_ JUN 14 drawing no. W03-38 �4sov �A-A e Z -�13 81 21 Q�Q� _ zol� f FRAME TOP CORNER t I SIDELITE CORNER SIDELITE CORNER � n o� M .. a - � DOOR LEAF CORNER 3if " I..: O !W.; WMW -0 —mm to- den fill Ca m u o W Eng. JAW MMO ,� g cm RA PE f P2 FRAME BOTTOM CORNER JUN I 2012 WO3-38 sheet 7 of 7 M IAM!• MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) MXw.mlamidade.8ov_/,"ern T.M. Windows LLC 601 N.W.12'b Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. Thispro ��^•�a as ^*e� he_ re�_. a_nd h bseen designed to comply with the Florida Building the High Velocity Hurricane Zone, DESCRIPTION: Series "338" : Drawing No. W03-52, titled "Series 338 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by Al—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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-1214.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0309.06 MRE o ivrx Expiration Date: January 08, 2014 Approval Date: May 17, 2012 . Y51410 Page 1 rK 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, with revision I dated 02/22/12, prepared by AI-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. 07-1124.10) 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. FTL-2782, and FTL-2784, dated 11/06/01, signed and sealed by Luis Figueredo, P.E.; and Test Report No. FTL-3803, dated 05/22/03, 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 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 American Testing Lab of South Florida, Test Report No. ATL 0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, 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. (Submitted under previous NOA #10-1214.13) 2. Glazing complies with ASTM El 300-04 Manuei a P.E. Product Contrdl F gAminer NOA No.' 12-0309.06 Expiration Date: January 08, 2014 Approval Date: May 17, 2012 E -i W1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.1. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 21, 2012, signed and sealed by Javad Ahmad, P.E. 2. 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. 071120.10) 3. Laboratory compliance letter for Test Reports No. FTL-2782 and FTL-2784, issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and, signed and sealed by Luis Figueredo, P.E.; and for Test Report No. FTL-3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03-092S.04) 4. Laboratory compliance letter for Test Report No. ATL 0806.02-02 issued by American Testing Lab of South Flprida, 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. 10-1214.13, issued to T. M. Windows, LLC for their Series "338" Aluminum Fixed Window - L.M.I", approved on 03/31/11 and expiring on 01/08/14. Manuel ere Product Control Ex m r `146A•140,12-0309.06 Egplrotion Date: Jainuary-08, 2014 Approval Date:17, 2012 B-2 .�.. SERIES 338 ALUMINUM AXED 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—DADS COUNTY APPR'D WINDOWS USING MIAMI—OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOWDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU=. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NCT LIMITED TO STEEL/METAL SCREWS. THAT CONE INTO CONTACT WITH OTHER DISSMIIAR MATERIALS SHALL MEET THE REOU90WATS OF THE FLORIDA &.OG. CODE SECTION 2003.8.4. FALSE MUNTINS G* SURFACEaAPPLIED 10-1/2' MAX. FROM ENDS �� , PRONAL7 HEAD/SILL THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DA. OPG. Gi m� WINDOW WIDTH to 4"v E^Q^ as ARB i 'n • �70�82 13dIdIllgCoda 8 AmospoommX 64 y k . , .rae�o-.,ana�c� S a 5 .1,, $Y drawing no. W03-52 �• \+': •��+� sheet 1 of $ I II '1 1 II II o I It iI to C Ii II II It It 11 11 II II II II G 1i1i 1 11 11 �1 I — 11 II I tl I 11 II �I _ it g II .N THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DA. OPG. Gi m� WINDOW WIDTH to 4"v E^Q^ as ARB i 'n • �70�82 13dIdIllgCoda 8 AmospoommX 64 y k . , .rae�o-.,ana�c� S a 5 .1,, $Y drawing no. W03-52 �• \+': •��+� sheet 1 of $ I L AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY ON HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). X x Boa Boo NOTE: X x eao B0.o EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED X x eao Bo.o TO QUALIFY FOR SMALL MISSILE IMPACT. r ANN. CLASS 3/18- TEMP. GLASS t/z" AIR SPACE 1/4° AIR SPACE 1/8• ANN. (LASS 3/18- HEAT STREN'0 CUSS ��rt/8�ANN�. GLASS �18• FQiAA STREN'0 GLASS DOW INTERLAYER )L -LW. RESIN /18• HEAT STREN'D CLASS SIUCANE -TREM00 TREMGLAZE S500 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPE '0' WINDOW DWS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH LENGTH EXT. C+) INT. C-) EXT. 04 INT. (-) 38^ 42• 48° 1. 80• 68• 72- 48• BOA BOA BOA 80.0 Boa BOA 80.0 80.0 72.1 72.180.0 80.0 72.1 72.1 80.0 :.0- 80.0. 86.1 66.1 80.0 80.0 58.0 58A 80.0 80.0 x x x x 80.0 804 36• 42• 48• 84° g0• 88• Bo- 73.7 73.7 80.0 �A 8&6 68.8 60.0 804 89.1 88.1 BOA 80.0 80.9 609 78.8 785 X x x X 70.7 70.7 x x X x 70.7 70.7 36"!X'Xa 42• 48- 84° M. 19-1/8° 26-1/2• sr 63-1/8• BBs 80.0 80A 634 80.0 804 x X 80.0 80.0 x x x x 785 785 38• 42' 48^ w 77' 82.0 52.0 80.0 80.0 49.3 49.3 804 80.0 x x x x 80.0 80.0 x X x x Bao 804 38" 42" 48- 84• 47.6 47.6 80.0 a" x X x x 80.0 80.0 X X x x Bao smo 36" 42- 98- X X X x 60.0 804 38• I ^ IXX 38- 108• L AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY ON HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). X x Boa Boo NOTE: X x eao B0.o EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED X x eao Bo.o TO QUALIFY FOR SMALL MISSILE IMPACT. r ANN. CLASS 3/18- TEMP. GLASS t/z" AIR SPACE 1/4° AIR SPACE 1/8• ANN. (LASS 3/18- HEAT STREN'0 CUSS ��rt/8�ANN�. GLASS �18• FQiAA STREN'0 GLASS DOW INTERLAYER )L -LW. RESIN /18• HEAT STREN'D CLASS SIUCANE -TREM00 TREMGLAZE S500 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPE '0' WINDOW DW. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH LENGTH EXT. (+) TNT. 00 EXT. (+) INT. CO 19-1/8- 28-1/2° 37, 53-1/8- �• 80.0 80.0 80.0 SDA BOA 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 811.0 80.0 80.0 19-t/8• 26-1/2. 3r &--1/8° 38-3JB° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 ODA 80.0 BOA 80.0 BOA BOA BOA 19-1/8- 26-1/2° sr 53-1/8- 50-5/8 . BOA 80.0 BOA 80.0 80.0 8D.0 80.0 80.0 80.0 no Bo.o Boo 88.3 88.3 BOA 80.0 19-1/8° 26-1/2• sr 63-1/8• �- 80.0 BOA 80.0 EEG 80.0 BO.o BOA 60.0 iR.2 W.2 BOA 80.0 x x x x Sao 80.0 19-1/8• 28-I/z- sr 83-1/8• 74-1/4° 80.0 80.0 8a0 BOA 7'8 7&8 no 80.0 53.3 83.3 80.0 80.0 x x x x BOA 80.0 19-1/8- 26-1/2- 37' 93-1/B• n- 80.0 80.0 80.0 80.0 76.2 782 BO.D �.a 512 812 804 Ego 11 x x x x 80.0 80.0 L AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY ON HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). X x Boa Boo NOTE: X x eao B0.o EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED X x eao Bo.o TO QUALIFY FOR SMALL MISSILE IMPACT. r ANN. CLASS 3/18- TEMP. GLASS t/z" AIR SPACE 1/4° AIR SPACE 1/8• ANN. (LASS 3/18- HEAT STREN'0 CUSS ��rt/8�ANN�. GLASS �18• FQiAA STREN'0 GLASS DOW INTERLAYER )L -LW. RESIN /18• HEAT STREN'D CLASS SIUCANE -TREM00 TREMGLAZE S500 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '0' WIDTH LENGTH EXT. (4) INT. CX) 19-1/8- 26-1/2• sr 53-1 • 28° 78.0 78.0 78A is.o 7" 78.0 754 78.0 19-1/8• 2B-1/2. Sr 93-1/8- 38-3/8° 78.0 78.0 78.0 75.0 7&0 780 73.0 78.0 26-1/2- 37° 83-1/8- 60-5/8• 78.0 784 78A 78A19-1/8° N7... 3r SS -1/8° 7BA26-1/2- 78.0 7&0 78.0 19-1/8° 26-1/2. 37•7&0 85-1 • 74-1/4- 75.0 75.0 78.0 78.0 7&0 7&O 76.0 z 1 z to U a g� Z e3za �ma drawing no. W03-52 III DMGN LOAD CAPACITY - PSF D=GN LOAD CAPACITY - PSF WINDOW DIMS. WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'd' WIDTH LENGTH EXT. (+) IM. C-) EXT. C+) INT, (-) EXT. C+) INT. C-) EXT. M) INT. (-) 36" 42' 48° 54' 80' 66" 72' 48° 60.0 SD.0 90.0 SOD . 90.0 111.0 20.0 _ 140.0 _ _ 80.0 800 904 904 90.0 111.0 90.0 140.0 8R0 BRO 904 90.0 SOD 1114 - 90.0 140.0 804 800 904 90.0 90.0 111.0 90.0 140.0 80.0 BUD 904 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 904 140M 76.8 78.9 904 90.0 90.0 111.0 80.0 138.0 36' 42' 48" 54' 60' 88' 72' 80" 80A 80.0 904 90.0 90.0 1114 90.0 140.0 80.0 BRO 904 90.0 90.0 111.0 90.0 1400 80.0 804 904 90.0 SOD 111.0 90.0 140.0 71.1 71.1 80.0 804 80.0 98.7 8D.0 124.4 64.0 84.0 72.0 72.0 72.0 889 724 112.0 644 64A 72.0 72.0 72.0 Sea 724 112.0 644 644 72.0 72.0 72.0 SU 724 112A 36' 42" 49" 54" 60' 72' 80.0 80A ORO 904 90.0 iiia 904 140.0 80.0 80.0 90.0 804 904 111.0 SOD 1404 784 78.8 90.0 904 90.0 1114 90.0 1354 71.1 71.1 80.0 80.0 MO 98.7 80.0 124.4 644 84.0 72.0 72.0 720 8S5 72.0 112.0 36" 42' 48" 54" �. 804 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69.8 6119 90.0 90.0 904 111.0 904 137.1 65.4 65.4 ODA 90.0 90.0 111.0 90.0 121LO 64.1 84.1 80.0 804 80.0 9a.7 SRO 117.8 36' 42° 48' 98" 789 78.9 900 904 90.0 111.0 904 140.0 84.3 84.3 90.0 904 SRO 111.0 904 131.7 89.8 SAS 90.0 904 110.0 111.0 904 120.0 38" 42' 102' 73R 73.9 90.0 904 904 111.0 904 140.0 64.5 645 00.0 904 ORO Ilia 00.0 137.1 38" 42' l08" 74.1 74.1 90.0 904 SOD 111.0 80.0 140.0 61.3 813 Sao 904 SOD 111.0 90.0 127.7 38" 114' 744 74.0 90.0 904 90.0 111.0140.0 36' 12W 744 744 900 904 90.0 111.0 904 140.0 38' 128' 727 72.7 8R0 1104 904 Ilia 8R0 140.0 III 3/16" HEAT STREN'D CLASS 80" aINTERLAYER TUPONT, �BUTAC2TE PV8 BY 'OUPONT' TLASS r3/18" HEXT STREWD MASS SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 m9 8 1� 9 Q I II NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). HEAT SCREND GLASS OW INTERLAYER IENTRYGLAS BY 'DUPONT' 1-3/16" HEAT STREN'D GLASS GLASS TYPE 'GGLASS TYPE 'H' GLAZING OPTIONS SPECTRUM 2 TEMP. GLASS 090" INTERLAYER iENTRYOLAS BY'GUPONT' 1-3/16' TEMP. GLASS 1 ;fQzP 08 L moo{ J a� 1 Cp` WORTH AND LENGTH DIMZON ALLY A CAN BE OREM ABOW. VERTICALLY OR HORIZONTALLY AS 9ti01YN ABCA/E. SPECTRUM 2 1' !i . VAD PRODUCT REVISW T /0, I. .•PSA 70592 0 $ Y I CAXgF,.,.1335533g662Qt Acme �d ;s 7:7 i. BY Dab drawing no. GLASS TYPE '3' - W03 -'S2 sheat 3 of g DMGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'd' WIDTH LENGTH EXT. (+) INT. 00 EXT. (+) INT. CO EXT. (4) INT. 00 EXT. (+) INT. (X) 19-1/8° 28-1/2°28, 37' 53-1/8' 80.0 80.0 _90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 904 90.0 00.0 111.0 904 140.0 80.0 80.0 90.0 90.0 - 90.0 111.0 90.0 140.0 804 80.0 90.0 904 90.0 111.0 90.0 140.0 19-1/8' 28-1/2' 37' 53-1/8" 38-3/8. 80.0 80.0 90.0 904 90.0 111.0 904 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 804 80.0 90.0 900 90.0 111.0 90.0 140.0 80.0 804 90.0 904 90.0 111.0 90.0 140.0 19-1/8" 26-1/2' 97' 03-1/8" . 50-5/8 80.0 80.0 80.0 90.0 80.0 111.0 90.0 140.0 80.0 804 80.0 900 90.0 111.0 90.0 140.0 E.0.O 804 90.0 904 80.0 111.0 90.0 140.0 7&9 784 88.3 85.3 85.3 108.2 88.3 132.7 18-1/8° 26-1/2' 37' 63-1/8' 63° 80.0 804 90.0 SOD 800 MA 90.0 140.0 SOA 804 ORO 90.0 90.0 111.0 90.0 140.0 SRO 604 90.0 90.0 90.0 ilia 904 140.0 72.3 72.3 8t.3 81.3 81.3 100.3 81.3 126.5 19-1/8' 26-1/2" 37' 53-1/8° 74-1/4° 804 80.0 900 90.0 90.0 111.0 904 140.0 �'0 �.0 80.0 90a 900 Ilia 904 140.0 E-0 BOA 14.0 904 90.0 111.0 904 1404 71.4 71.4 813 81.3 81.3 100.3 61.3 1285 3/16" HEAT STREN'D CLASS 80" aINTERLAYER TUPONT, �BUTAC2TE PV8 BY 'OUPONT' TLASS r3/18" HEXT STREWD MASS SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 m9 8 1� 9 Q I II NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). HEAT SCREND GLASS OW INTERLAYER IENTRYGLAS BY 'DUPONT' 1-3/16" HEAT STREN'D GLASS GLASS TYPE 'GGLASS TYPE 'H' GLAZING OPTIONS SPECTRUM 2 TEMP. GLASS 090" INTERLAYER iENTRYOLAS BY'GUPONT' 1-3/16' TEMP. GLASS 1 ;fQzP 08 L moo{ J a� 1 Cp` WORTH AND LENGTH DIMZON ALLY A CAN BE OREM ABOW. VERTICALLY OR HORIZONTALLY AS 9ti01YN ABCA/E. SPECTRUM 2 1' !i . VAD PRODUCT REVISW T /0, I. .•PSA 70592 0 $ Y I CAXgF,.,.1335533g662Qt Acme �d ;s 7:7 i. BY Dab drawing no. GLASS TYPE '3' - W03 -'S2 sheat 3 of g TYPK:AL ANCHORS SEE ELEVS. FOR SPACING �________________—==�"I �IMWIG—DADE COUNTY APPROVED Ii II MULLION & NULUON ANCHORS it II SEE SEPARATE NOA I� II II II II I I d' <Q TYPICAL !CHDRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM N7NDOWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/a" DIA. TAPCON BY 'ITW (Fu-i2o xsl Fy-e2 KSIj R AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA ULTRACON BY 'ELCO' (Froin KSI, Fyetw K" INTO 29Y WOOD BUCKS OR WOOD STRUCTURES zz rn 1-3/8" MIN. PENETRATION INTO WOOD 3 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4` MIN. EMBED INTO CONC. OR MASONRY 4 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. USED INTO CONC. OR MASONRY (/� QF—9 9 ,414 SMS OR SELF DRILLING SCREWS (CRADE 2 CRS) � z � m " INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) $— Z INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) F ALUMINUM : 1/8" THK. MIN. (8063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-3/8" MIN. INTO WOOD STRUCTURE - 1" MIN. g g SEE ELEV FOR � INTO METAL STRUCTURE = 3/4" MIN. e Sd bd CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. 7 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm v 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WITH ACRYLIC SEALANT. b$ o $ g b g ..UyAo PRODUCT RBVL�• •e . ` Vtk PES as oomPi)w11),tfm F'q a^7,'W :FM cwe 8 \t' droving rto. W03--52 3.375-- 1.000 .092 �. .500 .750 ,.559 �y .750 .7�—I 9�-.062 TYP. 7.079 Am Das ,.ea5 GLAZ(NG BEAD (LAM. Gu .900 .819 .045 ,.945 O LAM. TYPICAL SEE 0". FOR C I TXP. CORNER DETAIL z a� or q no. W03-52 PART $ QUANTIFY DSWRWnON NAW MAL MARF./90PPLIR9/MMARKS , GW -35277-A 4 WM0M FRAME 9093-T9 - rrrm 2 1299 AS REQD. GLAZING STOP TUBE 9093-75 - � 8 110 X ,' FRAM ASSEMBLY SCREM P.H. SAGS 9 TM -174 AS RNA GLAZING BEAD (LAM. GLASS) 9093 -TS - 9 AS REQA HAZING BEAD (0ML IAM. GLASS) 9093-T9 - TYPICAL SEE 0". FOR C I TXP. CORNER DETAIL z a� or q no. W03-52 U--101" MWITTING, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209 AFFAIRS(PIM) Miami, Florlda 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) vl.mlaualaade.Bov/Wore Sial Impact Windows, LLC + 975 S. Congress Avenue, # 102 Delray Beach, n 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PBRA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid atter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved era I with the Florida Building Code, including the Ve ne ne. Aluminum Tube Mullion - L.M.I. APPROVAL D ME o. tons", sheets 1 through 7 of 7, dated 10/01/07; wi ' ion C da =-o q Corporation, signed and sealed by Javad Ahmad, P.E., bearing the County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- e -C may Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Int Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved". unless otherwise RENEWAL of this NOA shall be considered after a renewal application has been Rlod and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur atter 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 wi — wn.newae o a I I A117 hinsi incl V.. 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-expimtknrAate-may-be-displayed-in-adverdsing-literature.--Jf-any-porlion-of-the-NOA is_—.-----. displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-10044.01 and consists of this page I and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12.0221.09 Expiration Date: November 21, 2017 Jj/„�le Approval Date: April 26,2012 J "j Page 1 SSIIW Impact Windows, X1LC. NOTICE OF ACCEPTA E• EVIDENCE UOM-I E A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12106/11, prepared by Al-Farooq Corporation, signed and sealed by savad Ahmad, P.E. B. TESTS 1. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single r hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074108, dated 03/26/07, signed and sepled by Rafael E. Droz-Seca, P.E. (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-41 15, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. =(S'tab a under p us NOA407-t1. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, }gym aged by Alarm Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealedy3a—vad AbMid, P.R. (Submitted under previous NOA#10-1004.111) - --- D. .....------------... 1. Miami -Davie Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P.E• Product Can I E Mer NOA No. 21.09 Expiration Datei November 21, 2017 Approval Date. April 26, 2012 E-1 SIW ImL)Let Windows," N TICS OF A CCEPTAN�CE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1, None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financi81 interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion--- L.M.I., approved on 11/11/10 and expiring on 11/21/12. vv Manuel Per . . Product Control ami r NOA No. 12 .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-2 AND CAN IN IMPACT AND Nom: THIS PRDWJOi H0.4 BEEN ATW TESTE6 A Y WON THE HFRI mtoorr Hl ME oftim• ROQUAVAROOM OF THE FlOPM BUILDING Q066 '�1O MC�68I0 ALL 9LAZM PRODUCTS USM WITH THESE 4RALIOM Mw Im APPLILABI.E MMDOW OOOC REat l7s LEf WINO WATER HARRLTR X)K H ENM AtAQE. ETC. WOOD WXS VY OT*IM tOBT SF A PAY 7RAIM R Low YO THE SIRWCUR6. ANCHORS SWttL HIE AS IU"HFR SPVM AS SHM ON 84MOME IT TO SASE NATBtlAI SHALL. BE BkYmD WALL. OW80Lo (SRJOCb. TEE ET" Atm CELS DIM THAN THOSE SHOWN 04 DEOWS All NOT Aw OF Im AAVmAO. A LOAD DAMN Str. M 6 USM 0 MSSN OF ANCHONSWDOD MLY. WOEAW,S '""—!._..- aJf NOT 1A610D W l:EA./LIETAH. !CHlAtl3,�H�C ONIE UHD al.l.T WRH ODDR DiSSTWAR iDOEANLB SHALL MEET 7NEI OS OF 2016 FIORW 111O6 CM SM=K 2=" t I � HLO00 I MULL& a CONTAINING iYPiC�+ GLdZiFIG PKRt�DUi HORI OWTAC OR �►�- SM WANOOtW OR WOR APPROVAL FOR FASTEN G &ZES ANI SPACM INSTRl1CIMS• USE CHNIJ AND 0.6 As tom. �� aLnERte M DAD MUMPER ARE 71 I43R PARD Oyt/dt Off. 2m aA'a°c memo Low *wUnaimoft •STEP, USE TO MIJUMN AS PER Pmt•I t Um as S KSEr 3 SELECT LttnLtDN WHIR SIEP NDBR, ® 7i4W6f1 t 7� ABi7TPES OR SMI S 7HRU 7 M@tANCHWt CHARM a wm � J (AADS D NQS AM& t I' Ow aac°ERre , amWuh b ! dtaatng no. M07-04 � ' .'; , • shoot 7 in t.oe �125. I4S00 4.00F 4A00 3.000 125 1 X 3 1 X 4 1 4 :11-1/4 X 4-7f2 s1Tt. MULL�O sm- vu FON I Icumm MU.UON 906]—T8 8069—T8 W8.3 -I8 I i I I U nv.•.0004A00 2 X 4 2 X 4 I2 X 6 iI 2 X 6 STDL Min fav YE&W LWW ML m Ate( MULLION 8083-T8 0063-T8 T8 j 806348 I �I NOTCH OP;IOWO. MUM CUP (W-10 ® o {16.T. TO Nam b 0 28 mm MwiJ0l�6� 70 m V= NOTCH OPlgt•Y0. 0 2000 1--2000--i MGIE CUP � 4� amnpiphig OIs i7a6�s S •�' Cods � g cnN. � rY i draw6g ew. M07-04 6Fmet 2 - 7 mm= LOM CAPMW - PSP (7'm xmtoftl Deg= tato tePAarr - P8P (1080 IOAO rAPAc3T7 - tw (7m MMAMW wumm MOM (181 Dom SPAR 1x3 5x4 114 4-1/8 8X4 8X4 8x8 STA. am CUMMI (X0.5001 OTD. 121MVY 1f7D. x0 i 1-1/4 7 23 I Ad lx4 JA. 8x4 8x4 Axe 8X0 M. SCP. LAK= 13!85131m IMWY 859. B"VY imam SO ' 1-1/4 I X8 3 A4 1444-1/8 6x4 2 A4 2 A O IDR 6 8= 8'71). cum=DosmSt SMBrAVY STD. 11"VY 010130 SPI1M 71901 7PMt 11-1/6" x-1/2• �• 37- 42• 4r OC 80' w 72' WI40 1310 1130A 1360 130.0 I MO 1300 30A 10-1/B' M-1/2' 30' 37' 4- 48• SP w 72• I 1 ' I I I � 04.3 7340 I me INA WOA 130.0 1]0.0 =w 19-1 29-Vr 30' SY 42' 48' 64' 34' or 72• tp' - 370 303 1 78.0 66.3 00.7 1 130.0 1300 MC MG 1 1304 130.0 1300 I 1300 1300 3U 464 990 LMR 170.0 130A 1300 I= 1390 - - 42A Mg 39.9 7t2 IIIA 130.0 1390 1300 I 1300 130.0 1300 I t.WA 1700 .WA 4U 670 1300 IWA IWA t30A =0 1.304 - - WA 603 363 US 66.1 130A 1300 1300 I 1310 1300 13" IWA 170.0 372 713 1710 170.0 1041 7310130.0 1700 - - SAO 418 - St4 79b 1390 130.0 1300 M04 IMS IMA 1300 1390 - 61.6 033 1275 97.7 1WA 1130 7300 - - - 310 44.0 7011 178.7 1=0 1300 1 1310 739* WO.O 1300 1340 11 13W "A MA ttt.5 00.3 1300 130.0 1310 - - 310 - 34.3 013 117.6 13M 1310 130A 1300 13M 130A 1700 - 460 76A 84.1 71.4 1Zt2 1390 I= - - - - 309 645 1011 1730 WU 7310 1300 13M I30A 13U 44A G&O 662 O42 1140 1300 1308 - _ _ _ _ 33.1 410 gal 1126 7300 WOA 1300 1300 1710 130A 300 410 820 81.1 660 104.1 118.7 130.0 - - - - - - 44A 81.9 1032 1710 1300 IWA 1310 IMA 1300 310 - 38.0 873 74.4 OSS SM MA LMA - - - - - - 460 76.7 11-t/6" ZB-1/2' 30' 37' 4Y 46' 64• MP 88' 72' - 7.300 130A 1310 1.wA 7300 1310 1390 is-1/6' 46-1/1' W' 3T 4r 46' S4' Sr 06• 72' , i � � � W.5 I10A 1700 1300 1310 1300 I= I= 19-t/a' 18-1/r 30' 37• 42' 46• tit• 87 6G' 72" tu, ,, - 44.6 603 MA 74.t t16g 130.0 1300 1310 1310 130.6 170.0 13010 130.0 372 783' 1240 1130 1164 770.0 1.130 1300 - 38.1 410 - 67.0 03.4 1700 1300 7760 1130 1300 IMA 130.0 t30A 320 70.4 1102 1104 /070 tMA 1300 1310 - - 37A - 473 737 I= 116-! 7310 WOA 1310 1300 1304 f]0.D 3DA - 57.1 893 1t" MA 197* 130.0 1310 - - - 310 - 361 640 7040 1mA 130.0 M 1310 13M 1300 13W 300 - 13..7 76.7 104.7 738 1340 I3t14 7310 - - - - 338 WA 0&7 869 170.0 WW. 1300 1310 MC 1130 300 440 WX IIIA 643 1144 MA 170.0 - - - - - - 461 04.0 1 790 1272 1300 1300 Ina W6A 1360 SOA 361 013 910 07.1 M.0 1261 1700 - - - - - - 40.0 762 71.1 1140 1700 130A 130A 13m0 1310 390 - 3&2 S&1 741 67A 917 1125 1300 - - - - - - 138 97.7 04.7 1011 1300 1360 1360 1310 1390 320 19.1 G66 403 6Lt 1073 130A - - - - - 330 815 683 1810 1310 1310 t.MA 13" 1300 - - 430 61.7 445 760 930 1310 - - - - - 13.7 WA 19-t/8' 39' 3r 42' 4' 64• W G6' 72' �. 1221 113.0 MA 130A IMA 1304 1.300 30A 1304 10-1/1 2g-t/8" 39' 3r 42' 48' 64' ar 68• 72• 1 � I I � 74.0 740 1105 1310 fort WOA 1300 =A 79-1/6' 28-IJW 30' 37' 42' 46' 144• - 343 430 WA SI.1 04.0 f3DA 66.t 1.300 IWA 1300 13DA 1300 130 - 030 OS5 1112 :60 1300 t3= MCI - 389 - 412 444 1100 77b 1300 1360 IMA 13M 1700 1700 300 472 738 gag 669 1245 133.0 130A - - - - 30.4 WA 113.3 = 631 1199 130.0 W A 1300 7310 1304 .M.O 362 ODA 794 669 OVA 130.0 13110 - - - - - 46A 640 68.0 1+16.6 1310 1310 1300 1310 13.0 IMA 377 80.7 711 492 077 123.1 =A - - - - 40.6 749 460 924 13M 139* 1310 130.0 MO 1=0 - - 40.1 6/A 431 760 107:7 1700 - - - - 313 692 42 372 1788 1340 120.0 1=0 1300 IMA - 410 gob 383 692 329 739 1167 13M 1980 1319 1310 I.WA 388 48.1 - - MA 440 - � .30.7 401 - 61.0 613 I I®2 - 37A SW m.1 - 33.1 610 690 - 42A 890 - 37A 443 - 324 17.1 - - - 303 - - - 34.6 - - 383 - - - - � MULLIONS 34A 313 - 760 114B 46A 302 348 702 - - - 91.4 US eta 1310 077 MA 710 81A 679 QA 431 400 - 062 78A 710 MA MA 7710 108.1 06.7 84.1 74.7 BT3 812 861 7304 130.0 1= 1313A =A MG 1360 134.0 1300 WDA 1P3.8 1103 (OSA CLAM 1 Alan To BE Disc*01) DOW g� .--. PR � MUUA i1 W/1Mif PSC[ IA/VJI/C CLUING O6S P.RODuar 16N7.ION SPAN WWH (W) fl 8n 492 2 �vo1 .. a sdause=%,141 mee7ltade '1330 CA��e c DAO vot AA 132 tom 124.3 662 1.30A 13M tam SSA GIA "A 1149 0630 134.0 WDA 1300 19-1/0' 26-1/Y 3r 3r 4r 4lIP M• 60" or 72• LALL 71-7/4• MA IMA 130A 13M 1300 1300 1360 1- 14-1/8' 20-i/8' 30• 3r 42' 46' 8P eY 68' 92' I ( ; 630 116.4 I 1300 7310 =A 130.0 130A = 470 1010 IM' 730A 130.0 1310 1130 130- 360 WA 1783 1500 110.7 IMA 004 1710 339 728 1139 130* 1034 1MA 1310 ISO 837 00.7 (til 931 134.0 1130 134,0 - 838 634 149A 027 I3OA 1300 130A - 610 79.7 MA 74A 130A 130 1390 493 7L8 345 077 1217 7710 1300 488 !04 821 60.0 1146 180} 1300 LOAC S ARE ' I I MULLIONS RATED IN ESE C MAY BE VERTICALLY OR fiORIZO ALLY. (INTERPOLATION BIFTWEIN WIOTHS OWED)PAouticl . I ALL LOAM I ARE EXT.(} /INT.(-). I •. DES1121 LOAD CFYA= - P88 1lamolr mm VINDOD DDUL ANCM98 TYPE AMMORV TYM 390tH WON @M ML SPAM A 3 c ' 1 19-1/8' 28-1/2' 30' 37* 4•Y10&1 48" 54• 60- o6' 7Y 34-3/5• 1= MA 13DA t Ma1.'pa 730.0 1 13DA 130A /J0A 13&10 1203 t30.0 130A t3010 130.0 326.7 1 929 130.0 1129 1 52.8 lJOA ",s 537 403 743 120.t 00.! 1 0 67b 1092 61.0 1 819 100.1 753 7065 1130.0 10-1/6' 28-tj2' 30- 37' 4Y 46' 3� or 65' 72' &�„ 130.0 13DA 130.0 t. 127A 130.0 130.0 1 0 1129 130A 130.0 1 933 130.0 tt07 130'.0 a" 13" 975 t3d0 70.4 1135 85.3 823 618 101.1 75A 1 ' 563 01.0 98.3 Onto 91.2 a" $11 1 i 489 789 58.9 Il 18-1/8- 26-1/2' w 3Y 42' 46' 94' 60• �, 130A 130.0 130.6 1 102.8 WAO 1262 1 905 1309 109.7 1 73.4 118.6 68.0 1 04.7 104.5 763 20.7 46.0 363 M3 BIA 669 2710 416 32.7 903 813 010 248 40A JOA 453 731 54.9 19-1 wly 30' 37' 42' 48- 54' 80" Be 72" 41.1 69b 4110 629 1339 48.7 J.009L7 3T 42' 49• 34' 60" or 72' 74-1/4- 1209 130.0 330.0 M2 519 863 13" 105.4 37.7 "A 124.1 98.! 823 100.6 T55 1 54.9 6&7 6&3 ! A 48A 773 363 11 42.7 69A 51.7 1 36.0 62.1 463 1 34.9 5&4 423 56.2 =A 51.7 39.8 77 ALL LOAM I ARE EXT.(} /INT.(-). I •. DOM LOAD dft= - 118E 1lamolr mm No NAF DM ANCM98 TYPE Y COVER 390tH MMILSM A 13 1 C D 19-1/ 261-1 30' 37' 42' 48' 54' M• w33.2 w ' 1 114.7 1311.0 IRA 130.0 628 �I 130.0 1003 IMA 73.1 118.2 6&6 WRQ 593 MA 719 130.0 84.4 63.3 1269 45.7 738 38.4 IIOA 40.6 653 492 985 36.6 r 54.7 44.3 MA 537 403 60.6 305 49.2 36.9 73A 19-7 28-1 30' 3Y 4Y4&5 45' 54' of es' 7Y r �• 7065 1130.0 120.1 13" 769 11,124.2 032 130.0 67.9 !1! 109.7 82.3 130.0 6&O i l 803 t 66.7 130A ; 783 I WA 117A 42.4 :I 68.6 51A 102.0 37.7 i r 61.0 4&7 91A 339 549 41.1 823 300 499 37.4 �7 743 28.3 ! 1-45 343 663 19-V 26-1 30• 37• 4Y 48' 54- o0' 88- 7Y r 2&2 I IMA 1129 13" 67.2 1I 108.7 815 130A 50.4 I: WA 72A 130.0 AL2 ' 77.8 1 60.4 7163 414 1; 688 1 513 1023 37.1 603 460 900 310 333 403 WA 20.7 46.0 363 VA 2710 416 32.7 693 248 40A JOA 603 19-1 wly 30' 37' 42' 48- 54' 80" Be 72" r IM„ 629 1339 100A 130.0 885 8611 725 130.0 823 I ' 88.3 830 128.0 428 I M2 519 1033 37.7 633 1 45.7 91.4 33.00,3."q 403 803 293 35.6 71.1 2&4328 643 2432M 56.2 2&928.7 63.3 ALL LOAM I ARE EXT.(} /INT.(-). I •. ANCHORS OP1611 300 CAPAAM - PW 1lamolr mm ANY ANCHOR CONDITION SHC NN HEREIN Y COVER 16.01 Spmj LOCATIONS AT HEAD. SILL Of JAWMB EN C D FOR ANCHORS DESCRIPTION SHEEM 5 THRU 7. 120.6 (INTERPOLATION BETYEI Will S OR 9 N NS ALLOWED) I ANCHORS OP1611 300 CAPAAM - PW 1lamolr mm "cum TYPE vm n/ m 16.01 Spmj A H C D 19-1/6- 26.1/2• 30' 37' 42' Ar 34' 60- 66' 12* 12r297 74.5 120.6 00.4 130.0 "A 559 652 130A 473 70.5 57A 1152 395 813 48.7 93.4 3" 549 41.1 92.3 45.0 36.0 72.0 28.4 427 323 84.0 23A 3&4 28.0 579 21A 349 282 514 - 32.0 24.0 48a 10-1/8' 20-1/2' 30" 37' 42" 45- b4' 6d° �• 72' t3r 078 IOU 5Z1 133 45.4 793 583 11&5 43.2 603 SM 104.7 35.0 1 MA 425 "9 30.0 1 409 37.4 74.$ 27A 43A 327 805 24.0 3113 2LI 852 21A 349 262 524 - 31.7 215 47.6 - 20.1 MA 416 10-1/6' 25-1/Y 30- 37• 42' Or w 344' 1027 180.4 763 130.0 443 725 543 38.8 "A 453 32.1 519 383 263 45.7 343 mso 249 403 30A 22A 353 267 UK +ri01(Ri 0900. 61A. M 08 0 i - 0 a mJ; draw11q n. M07-04 I I/4' OM Ed. 2 PER 0 (1 011 FlIC1I CLF 1/4' WA. an 2 PER CUP (I ON O1 IX WA. UUM 2 PER OLP (I ON ECH �°` I/.► WA. ULIMMS BY 'ELOO' W WMM vAr BE mOR FIAT RWO SIA35froOE Ed. - MK EM Off. AM UtSEM NT wm IANCRM 2-1/2• t -Z/2' ALL CM AND MOM 10 FR =00 MM TUBE LLLUAM CPS OR ANOLM OOtBtMO DWEM-f TO MOOM'I TO BE PROIWM rs WRN AUWI-gym cmum . wm AS WfUMMS PAINT OR t s u FGTER-WIBIE MVVAVNt = LACCLOL P /�BgwW1 PE0L(At ' M07-04 �.••: street S 7 .t 1/4' M W&CM 4 Pdt CUP (1 ON PMI O=il 1/4. OLA, ULT CUP I i , r sxn IaTPAwNs/ / ; 1 4' OY► PFR W. 2 Pit CLIP (1 ON JI. ! , 1i • 1 1 �� ""m i- 1 r Ile WI. ULTRA,CMW or `ELW U,Tt11 M Nib K illi: OR FIAT MW SUBSTWn Ed. - Im MW DOR 6M EMBEDMZhff 11DOD t' 1--3/8' CONCRETE 2-1/2' ALL CLAPS CUPS AND ANOLES TO M S" WM TOE IYdAIQNR. CUPS OR AN= OONNWM OtRMU 10 MASOMiY 10 BE P TOOT ALKALI-REBMW C44TUM SM AS MAMA PAINT vViilt-TAM MErropcoftm LOCQU it Mal -04 tva D s UURACOMs 2 IR.TRACoIO 2 PERK i rauMxAelotE� /14 916 WCATM OF SCRE16 COMMEM ro Anom TO N o TTt! NOT 8alx ME ma"Mma ANCHORS TYPE '0' 114' as UURPCOt6 9r 'C<tc0 wwms WAY 9E IIOC OR FUO HEAD suwwAT£ EM. MRI. EDGE 1x91; MK EMOEDAR WOOD Y 1-31r BLodt 2-1/r 1-1/4• COMtDff7E z -t t -1/r /t4 IN= LENUD N ALLDW . I' TIffi scmw CAN BE DOTALLED OF=M * . � ALL CUA. AID ANGLES TO 1'IT STnfG RUED TUBE 1Rx IW& � CLVS OR Awmfis ' ORlFCR.Y TO t1Rs 8f TO BE PROTELT WIIM ALKW-R MIANT COMM SUCH AS BMIMUIS FAM OR TBOBR-@RITE METKA GINE L49WJIDL i t14 S.MS.! 11 �� CIU P os. UK Ir x r X 1(FDR 29Y TUI �exrx1 FOR(�AWM CUR To fR iP" RODE Tu I RA PE 1 i I ! s' I 61 I Ran CUP FOR CfW 0A, 9 OR C CUP Faint CWdlf O.C. MRL drawkV no. M07-04 e FlQrida Building Code Online Page I of 2 ® FL # FL16132 Application Type New Code Version 2010 p ca on Siafus ._ .. Approved comments Archived [ j Product Manufacturer Address/Phone/Email Authorized Signature T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Frank Bennardo frank@engexp.com .�.�.•�•_,,:,,,r.,�-z..,,,,:.�.�:..,a,...:.:,:-,-m.,->.�.-,x,»,. • .- ,:�_• .._�-s�:.ri:..,,•,-A.V.,:�-.-.�-�•„•..-r,,,_.:,��-.,,,_.,:.,.-..,.,..n:.-,-<-r..,-�,r~•...:�,.,,r:•�.--.:-,.-,-.,�...::-,.:.-.�.:.,,-_„v,:,-..,v,—,,,.,...-�-n.,•....,.-<,-:_-.�,s..-�.,,�-..r-,.�..r,,,--.-.� Address/Phone/Email Quality Assurance Representative .._ . ... .... .._...._........_.._..........._-AddresslPhone/Email.........__..._._ _...._..__.__._..__.. - ...._._........... _....._ . _.._.. __........._ . _..._...___.. _... __.._.._.__._...___ Category Windows Subcategory Casement ___ _ .... .._ ._ _............... . _ _Compliance.Method. uation Report from. a. Florida. Registered Architect or a Licensed...... Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report ... .......... _. Fforida•License_,__ _ ___ --:_ PE -0046549._.__, .._, .., .. .� _ ..0 . ....:...... .... i':: �"iR'^i�;s•.i-,_-t^'�'„ s't'r•r-� .:,—_—•ss:.�.:,;.ti.;'.. r:-s—�.•s—...�;.�•�••s•:: Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE FM Validation Checklist - Hardcopy Received Certificate of -Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the code FL116132 RO C 1- Ff a tial. Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 httpJiwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGRVXQwtDgvyf4ngAXhlOw... 7/2/2013 I Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 12/21/2012 12/21/2012 12/26/2012 02/04/2013 Number or Name IlDescript ,25..Casement..SN.lndoaa ,..-_ IAiumjiva Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-75 Other. Page 2 of 2 Installation Instructions FL16132 O 11 p"&4f Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 RO AE Eval.Ddf Created by Independent Third Party: Yes Dark Noxt Contact Us:: i440&rth Morli i ti-7�II he ee FL 32M Phone: M14-87-1824 �•»__^-n_�.�z.�_�M1.._..-�� - � -^ ..-&tat�Ofa: �s•an'•AAI.�Remployatuh6y20°7..2Dv6.•mated!•F!�1da.:»•t,&3.V,tISX,llditi�ttlllDE*� •ase•.,��j,}mkB[atement:--,a-:-.-.,•,�,-„•„z•,�. r Under Florida law, email addresses are public records. If you do not want your e -mall address released bf response to a public -records request, do not - ---- - lend electronic mail to this entity. Instead, contest the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. °Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department .with an email address If they have one. The ama8e provided may be used for official communlcatlon with the floensee. However emall addresses are public: _-•. •._.,.,, __ ...-._._.., . record. If you do not wish t0 supply a personal address, please provide the Department with an email address which can be made evallabie to the public. To determine If you are it licensee under Chapter 455, F.5., P dick • - -- y ._. _ Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOw... 7!2/2013 40� TM Wil'NI'Dut.1w, DOOR . .4 SERIE f 525 ALUMINI M CASEMENT WINDOW LARGE AND SMALL MI SILE IMPACT RESISTANT' P 3 11RIA w pla.-D 6 tu GENERAL NOTES 1, TKE SYSTEM DESCRIBED 14SM-HAS BEEN OW0MD*WTESTE0 IN ACCORDANCE WITH THE 2010 FuoRrDAw=ma com FOR USE wrm AND cummDevi mm ve=m HuRmcAm zoNe, Pm us 201 ;02 / 20 & ASTM EIM-09 STANDARDS, f or 2. WIND LOAD DURATION FACTOR Cd=%.e MRS BEEN USED FOR WOOD ANCHOR DESIGN. & POSITIVE AND NEGATIVE DESIGN PRESSURES CAU;ULATEO FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPEaFX BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC dI LOAD WIND LOAD REQUIREMEM SHALL BE DETERMINED IN *CCOROANCE WITH ASCE 7 AND THE 2010 FUDRIDA BMDV96 CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS OR EQUAL TO THE POSITIVE OR NESSUIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY9 tIMrrATMMS I STAZ50, SYSTEM DETAILED HEREIN IS GENERIC AND DOES 9907' PROVIDE INFORMATION FOR A SPECIFIC SITE NOTTIONS OWFMW(rFWM THE CONDITIONS DEWLED HEREIN, A LICENSED ENGINEER OR 1=120 ARC IITSL7 SHALL PREPARE SITE SP&CZKC DOCUMENTS FOR USE IN-COMIUNCTION WITH THIS z S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY o,,n =AllD. SUPERI?"SED LOADS. WOW BUCKS I EXISTING STRUCnAm :&( OTHERS) . I AN= LOADS 70 THE 4 6� MLIPLE MIS MUST BE INSTALLED MPX SM=Wt MUUXM APPROVED BY OTHERS OR UNDER 0 SEP RA79 CERTIFICATION. I in 7. AtLWrR=01$SSMMSE-r.063-'MALtJMMUMPUOY4'UtILESSNOTED Ommwm, z & EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SMM, AND GLAZING BEAD EMS SHALL BE SEALED wrr" macowe 9. AU. BOLTS & WASHERS SHALL BE ZINC COATED STEEWSALMANIZtED STEEL, OIL STAINLESS STEEL WITH A MMOMIUM TMGM YIELD STRENGTH OF 60 KSI. r • 10. AEL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLTRD AS PRESCRIBED IN THE FLORIDA BUILDING CODE. It. ZZ DUPONT DE NEMOURS & CO., INC. - WTACM bLO.A.0 21-1218.03 12. SVAMA, M - SAFUZK M INTERLAYER NAA* =012TILAYER 13, APPROVED FOR SMALL AtO, LARGE MISSILE IMPACT APPLICATIONS. SEE MAW TYPES FOR ANY fk PimmcpONS AMMVJN TEST LAB OF SOUTW,RMIDA REPORT NUMBER 1=01,12 Ila t. 12 A 07 03 FL #16132.1 8114" MAX FOR ANCHORS FORANG4M is sIr mm 6* MAX FROM FOR ARCHM ANY"WOR 70e CORNM cm.) rmuANY fmCORNAJt SUMCEAMIM FAM J HUMUS-- --- , r2N r RAM WMTH 'TYPICAL ELEVATION V MAX RW' AmyioimrOZ-\ omwm(yyp.l SUR#%aAPP= MUM MURTACS OPTIONAL TYPICAL ELEVATION Fit—.0- F i r axw.l. FORANG4M Type -ST 26 im MAX 6'MAX FROM FOR ANOtMANY30WOR e,-c,r-w /-Colmcryp.) ALUM" t4ULtl= CQMGUOUS wuDows ALLCW4W V APPROVEDI ALUM" MULLION Is usgo -Aftfo. Zo, RMN. L T11 I 4 z UJ Sam to FL #16132.1 R - . — 114• MAX MU4 , Ix OR 2x W)OD, sm CW olm"s MOST STRUCIM TYPICAL SECTION is' - r -r vski a TO MAX i Sm WALM APPROVALS FOR /-MULLION TYPE AND SIZE 28Y WOODWJ i 06 1/0 MAX SHIM MAX SHIM 'AtXlfM PER AM3iORS PER ANCHORSCHEOVILS, ANCIM SCHEDULE BEE TYPICAL. SeEllymm ELEVATION ON SHEEP ELEVATION ON 2A FOR SPACING • SHW zm FOR SPACM i. is is TYPICAL ANCHORS: ---,--PAw2ls&mcHOR 0%fCrS f0k SPACING. & QUWnff TYPE 'X - XW OX& WUAM 8V lM4W (ft -177 KSI, rrau m Iwo CoNatm (28" PS wro OR (mour FILLED BLOCK OWN CM 1.3/,r M114, EMBED INTOPON13tUE OR GROUT MAD BLOCK ? .r.en W.. - 3,/4- =A-M&V-WW BY V -W (Fu=ll? tM FY -155 XM INTO 28Y WOOD VJW OR WOOD STRUMM (SV,12 6-155 mm 4, 1-im mm. PENgTRAno*wo wow TVPZ'O'- 114-20 =&$NEW MESAS $CROW (OWE 5 MINI (FU -120 M fy�,,--Xm INTO METAL (5 PINCHES PASS THE =0 PLA - W THK MIX. 36 Q ALUMINUM: %,WTH& (SnM IN CONTACr W: TS �% RATED *A=. OFLPALYTED) Typa 8116" DTA. ULTRACONOV!1ELOW (Fu -177 K94 pV=ISS xm • INTO 28Y WOW BUOM OR WOOD SMCXUPWS =2'.'2..0.5,smm a TYPICAL no" 029MCL, INTO CIDN016TWGWO BALED 61JOCr, 2-112° MIN. INTO WOOD SMUCAM1. MIN. (Fmrfms") IM WOOD STRUCTUREr I W MEN. (FOR TYPED") IN'O MErAL. VMUCRM- Y.* MIN. FL #16132.1 12-1 -07 ANCHORS PER ANCHOR SCHEDUIP; SEE TYPICAL ELEVATION ON SHEET 2M SEE MUU10N APPROVALS 1 MULLION TYPE AND S ANCHORS PER ANCHOR SCHt3?ULH. SEE TYPICAL. MXVATION ON SHEET 7M FOR SPACWG BED OFovi r�r a OPTIONAL JAMB CONDITO !} 6' m r -W HORTZ S 2(8 FOR SPACING t 3 a 4 C..... i 5 2 a $ { lJ i f ' FRAM& WIDTH ' ! t7RERI0R . i TYPICAL SECTIO I 6" a 114r HORTZ SECS . �i SC'HFt]E tI F "A" SCHEDULE "B" • � I 5 1 1 i ! f �3 METAL STRUCHIRE4 (Scat. OR W»titt�l�. ALUM. XX M. r STEEL- " 36 M g ; ALUMIDIUM: ua• MAx s! r is MIN. 18YDR2BY I(4�tT�A)CSHi?2 i/a• f, WOOD SUCK LtlTERiOR < r— i , i MWM B 7 -M ' 3 1 ANCHORS PERANCHORSCHED •( C 6 t[ E1,EVAIION HSEE a OPTIONAL JAMB CONDITO !} 6' m r -W HORTZ S 2(8 FOR SPACING t 3 a 4 C..... i 5 2 a $ { lJ i f ' FRAM& WIDTH ' ! t7RERI0R . i TYPICAL SECTIO I 6" a 114r HORTZ SECS . �i SC'HFt]E tI F "A" SCHEDULE "B" ay z as .a ix OR 2x WOOD <, SM (OPTIONAL) a, SCHEDULE. SEE TYPICAL ELEVATION ON SHEET ZM `FOR SPACING EW5TFNG HOST STRUCTURE �3 �MIFF mm i1E5ilII1omlQ111l W»titt�l�. 0Aorimm' lI16�IIIII �I.Ii�! � f k�I IIF ' '!!!0 t I iiFm EMMMIME i MWM W -M l..rl.�l.l...�� .mmr-�Mux wilm" MEN �MMEAM1»..&mwm"lE. ay z as .a ix OR 2x WOOD <, SM (OPTIONAL) a, SCHEDULE. SEE TYPICAL ELEVATION ON SHEET ZM `FOR SPACING EW5TFNG HOST STRUCTURE c t r FL #16132.1 ' de llll I 12-TMW-003 NEA81tE6T Ala� W»titt�l�. E t i7lmmmffm ' '!!!0 t I iiFm EMMMIME i MWM W -M �,a wwmxom K MUSIMMMUNIEMo IMEM..©.UMM c t r FL #16132.1 ' de llll I 12-TMW-003 NEA81tE6T Ala� A"INRt HANEWAM, ED WITH (2) 010X 5/0- MLLIPS FH, M M SMS. ARM OPERATORTRACKAITACHM M(3) Ori/;4- PM=(FH�#SS; SMS SCREWS, S)c 3 PIVOT ARM ATTACHED 3 8 NIP PHVtlps FK S9, SMS SCREWS. 2.094 IAM 0.50 (D 2===cRWAx a (4 19 USOU&MMOPERATOR PARTS 1 Descla"m IQ -I== IU$MLALAMCF8M=U( L, SHAPE SM BRACKET PART v ofsadmm OF -1=6 LSKAMMOBRACKErUl Lomsmsucaram OPSIN t*WlSMAtACM.VWCNLH ,OFMCM7 ILSHAPESMOSRACM&WONFM ef. = 0 Q 'b TAACKSETHOLE 14353'- yOKAMM MGM spo SERIES, OFFSE AXT Tffj.�� 0 r IS =; PH, 55, sms TOP OF THE VENT MEW AND (5) *W SS, SMS SCREWS 0.600 0.435 MULTMMM LOCKM MANOM PART 0 1 OESCRIMON [PO -23M ILIBMWWOMUXIMHPAME U ATTACHMWAKCM a&,. I LOCK HANDLE ATTACHED VJM (2) *10-24x YA' P PHILLIPS z= B-FODIT, ms SCREW. LOCK MR ATTACKeD WITH (2) Oft Ve Ph RHI TM SCREW. Loom TimeR Amom wrrm *jLo x %"M UNDUROff RMURS HIAD, B-POMr, SS SCREYM 4-SWIPROMnOM M=- FACMED,rO THE w Pmldm PH, FL #16132.1 12-TMW-07 1 t�• { i• � t f GLASS TYPES j #;; HIS. 090 saFttsc OR .090 SAK= OR 090 SAFLEX OR} W SpAce � Aexre LNTERLAYfA &1TACLTS 1045 A 3 SUTACITE IN B AYER , T1y` ANN. 'pis' ANN. ANN. ; VO AM. SEMNIS Swat(i sEITING SL= SETTING eta<sc 1� AT'/iI�OWf3i7 ATPDINTS .$ AT%POINTSSm NOTE: GLASS COMPETES ASM 52200.09 2 FL #15132.1 MATERIAL SCHEDULE rmm PART OESCRIPT" �. MATERIAL MANUF./SUPP6ER REMARKS TM -WS CASEMENT FRAMO SLL/JAMS/HEADER OMMMTON 8085-T6 REFER TO DETASL 19 ; 2 iM-326 CASELffNT WINDOW FRAMI 5061 -TB s REFER TO DETA9. 19 j'• t*J TN -327 t/6- GLASS STOP FOR 8/16' CLASS f 8063-T8 4 TIF -328 t/8. OLA55 STOP FOR i- OMXA ED MASS OD 32001 VDM MU - 0.1780 TPE POLYPROPYLENE FOR t- INS. CLASS r 4LIWAR fi 4e=0R5O SASH CENTER WEATHER 9w INSULATED GLASS OLM4 KAO j AMESBURY i^ 7 t2288 CRANE t9EAYNER STRIP 7/16 AND 0/18 GLASS CLAM SFAD AYEMRY I B 32011 VWYL MG - 0.270"0 3 TYPE POLYPROPYLENE FOR 7/18' @ 0/18` CLASS ULTRAFAR 9 (2) IIS X 1 SNS SCAM A7 EACH FRAME CORMfl1 F. 08 2 MIN ACV" SNAME-MOREHEAO i• i UM SEALER I 1 D - SITTING BLOCS t- LONG AT 1/4 POWS JOOtt DERS" W8S8R ? I, 1 - OFT40M VAFAIM APPUEO WJNINS j GO&II-T6 1 - RAPID SLRENOIH RO57700 STROCTORAL SDICONE 5,' ELASFOLIEIRIC AMNSM "Mam PERFa1BW= MATERIALS I' 1 -• 8/38` 70. 00E GLASS SPACER STAINLESS STEEL .ALL METAL T - V - PRIMARY SEAT. ! 1 PIG P T - SECONDARY SELL 50.1CONE i I 1 ROP-f08DW US MAL ARN OPERATOR LH RADMON OZWJa M imu TO DETAIL 18 y PO-mt in MULTtrORi4 LOMM NAMM9 RADw. fNWS-6 REFER TO DETAIL 20 316 MAdiV4 IMM 3000 SERIES, OFFSET s-SAR MM t ADVANTAGE MAIGH'AC7 AND CORP. REFER TO DVA 21 : t849•-3 R r ADVANTAGE MANUFACTORM CORP. REFER TG DETAIL 22 FL #15132.1 1438 SURFACES 1.152 tr ED 1.021 1.625 -IAM- SURFACES' jP--ud- a f?i 0.077. 4381 i 2-575 e �•. G k � E � t 0m 6. smi Qezdm SASH RANGE SASH CENM SASH CC tMM KEY (2 PER. 37298 3201% .060 sHEEr FRAME SASH MANGE NOTE: it t EXTRUSIONS NOT TO SCA�.. EXPOSED SURFACES 91 V IT .4 j! "AM mm xw (I PER CCRXM mo Ai tm MEET FL #16132.1 I FL #16132.1 } � 3 •' i I I . S I I SEAL I I is t ' 3 I ?SEAM SEAL MAY HAVETO BE. 1: }8EITAON 9FORREINSAllnOF ' 1 tl JWNDOW, WPEa ALUOINTS ;TO EMRE A PROPER SEAL i +$ f i SEAL F i �I All I FL #16132.1 of MIAM!•DIADE qH W4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.Qov/ec000mv Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in:the accepted manner, the manufachu'er will incur the expense of such testing and the AH] may immediately revoke, modify, or suspend the use of such product or material within the tha rigln to vooke this acceptance, if it is determined by Miami Dade uct Control Section that this product or material fails o -meat a requirements of the a e wilding 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: 2" Steel Pan W6 Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites (DP +3$, 42 PSI) APPRO AL$OCUMENT' Drawing No.104753, titled 11W6 DP 38 2" Steel Pan Doors", sh. through 3 of 3, dated l 1/20/2012, prepared b Clo Buildin Products mpany, signed and sealed by Scott amt ton, .E., bearing the Hami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Troy, OH, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami - Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 consists of this page i and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 12-1204.11 y -Expiration Date: February 14, 2018 ' / j3 Approval Date: February 14, 20}3 oyI(Ns Page 1 a. Clovav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753, titled "W6 DP 38 2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of 18'2"x 81, 27ga steel garage door Model 4300W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1015.01-12, dated 11/13/2012, signed and sealed by David W. Johnson, F.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS 1. Jamb anchor calculations prepared. by Clopay Building Products Company, dated 11/19/2012, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02 issued to SABIC Innovative Plastics for their Lexan Sheet Products, approved on 04/24/2008, expiring on 07/17/2013. F. STATEMENTS 1. Statement letters of code conformance t 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Sco o tt Hamilton, P.E. G yOt3 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12-1204.11 Expiration Date: February 14, 2018 Approval Date: February 14, 2013 E-1 Ic C NOIIELS • 24 CA SF1WT Pa GA F CIDPAY 0 ONE INTERNIMTESTILE SEN EA :H EMBOSS LOCATION. ATTACHED W/ T03 -L -LOC (TOP It BTM) AND URETHANE ADHESIVE (ALONG CENTER). 2 I SKEEn _ REVISIONS -. 4A, 94 SIB 1MOLNES aB, aeB .- IDEAL, 4RST 4f ONE INTERNIMTESTILE SEN EA :H EMBOSS LOCATION. ATTACHED W/ T03 -L -LOC (TOP It BTM) AND URETHANE ADHESIVE (ALONG CENTER). 2 I LANEWIsvlBl,�1W�La��` mit lttttil 1�■1 I■mat II�W1 I>��I T�sl I�■an :' KR Mrd �r!•�r��1rw0 ISI rrl Lill-��ir,--� ; �. RR __.-_.�It.- .--.,fir-.___...-•tXL - -•,�, --`--•VAI, _-.tit_- ._.,t'1,. ._..LIR` :. � a. *: No 63286 :* 5 0 •:4fj 9 t STATE OF .��0p 0RtQP'�� F ONA% ES(GN ENGINEER, -OTT HAMILTON. P.E. L.---«— A ` OPTIONAL OUTSIDE KEYED I= POSITION (2 HOTTWI BRACKET. USED AS MAX. DOOR IMOTH o 16'-2` "1 (1) 3 -IN ROLLER CARRIER (P/N mmm ELEYA7IDNS 0120394) USED WITH 3- TRACK. SNAP LATCH ENGAGES OF OPTIONAL VENTS. TOTAL PENT OPEWNM- 60 IM PER VEHIOLE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE oc DOOR ENGAGES INTO SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) 5TLE. VERTICAL L� ' DUAL b' DOOR. SIDE OF OUTSIDE E7V0 KEYED END HANDLE. UJ$J_DF_SI Il7F 9�T INSIDE HANDLE LOCK OPTION, OUTSIDE KEYED LOCK WITH AL DECORATVE� I---885--� IAULTDR:RPOSE HIGH 9Wd0 TAPE SNAP LA CH E•OGK OPTION. IMPACT RESISTANT -M OW -PIECE IWEC1gN SL 32I�FRONNTT FRAME 8 CIAZING. (BQfIVIEU FRAME AND FACAOV DECORATIVE FRONT FACADE. summ SEANAW (BEM'EEN STEEL. MR AND FRAIVEL VIDE RETAINER FASTENED TO FRAME WITH 3/4' PAN HEAD MAOflNE SQVM. FTAFPe'aea4Mden,Pltie4rimtlle Om. O ! AMApd-�7 5 SKEEn _ REVISIONS -. v a— Stated ow—we TOLERANCES a.. 0 . :.031 1 OF 3 T�— ,REV. NO. ZONE: I DATE: I ECN NO. APP VD: DESCRIPTION CHECKED E 01 111/19/121 LtWM Staled D,Am.:ft OWN%" ARE at 01C.M DWG. NO.: SN I REVISED FOR 4-0. IMPACT -RESISTANT CONSTRUCTION: OPTIONAL ROW OF IMPACT -RESISTANT GIAZING. MAX. GLAZING SZE IS 18-112 ■ I1'. GLAZING 6 OIJECTRN MOLDED GE LEAN ACCO"SLXZ432T, E APPROVED CC2 PLASTIC W 8-8 18CIfBG 2806. SEE SECTK)N 8-H GOR ASSEMBLY DETAILS. SEES SECTION SOW QRS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT- TW OPnONAI INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND LEXAN SLX2432T. MM APPROVED CC2 PLASTIC IN ACCORDANCE WITH WC/F8C 21145. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WAN THIS SECTION MEETS THE W� LOW REQUIREMENTS OF THE FLOIWUA BUILDING � AND INTERNATIONAL HWLWNG CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. ....«........_.._. _..M ..-�_.. [GIAMG Slb9N IN INTERMEOIATE SECTION.) LANEWIsvlBl,�1W�La��` mit lttttil 1�■1 I■mat II�W1 I>��I T�sl I�■an :' KR Mrd �r!•�r��1rw0 ISI rrl Lill-��ir,--� ; �. RR __.-_.�It.- .--.,fir-.___...-•tXL - -•,�, --`--•VAI, _-.tit_- ._.,t'1,. ._..LIR` :. � a. *: No 63286 :* 5 0 •:4fj 9 t STATE OF .��0p 0RtQP'�� F ONA% ES(GN ENGINEER, -OTT HAMILTON. P.E. L.---«— A ` OPTIONAL OUTSIDE KEYED I= POSITION (2 HOTTWI BRACKET. USED AS MAX. DOOR IMOTH o 16'-2` "1 (1) 3 -IN ROLLER CARRIER (P/N mmm ELEYA7IDNS 0120394) USED WITH 3- TRACK. SNAP LATCH ENGAGES OF OPTIONAL VENTS. TOTAL PENT OPEWNM- 60 IM PER VEHIOLE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE oc DOOR ENGAGES INTO SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) 5TLE. VERTICAL L� ' DUAL b' DOOR. SIDE OF OUTSIDE E7V0 KEYED END HANDLE. UJ$J_DF_SI Il7F 9�T INSIDE HANDLE LOCK OPTION, OUTSIDE KEYED LOCK WITH AL DECORATVE� I---885--� IAULTDR:RPOSE HIGH 9Wd0 TAPE SNAP LA CH E•OGK OPTION. IMPACT RESISTANT -M OW -PIECE IWEC1gN SL 32I�FRONNTT FRAME 8 CIAZING. (BQfIVIEU FRAME AND FACAOV DECORATIVE FRONT FACADE. summ SEANAW (BEM'EEN STEEL. MR AND FRAIVEL VIDE RETAINER FASTENED TO FRAME WITH 3/4' PAN HEAD MAOflNE SQVM. FTAFPe'aea4Mden,Pltie4rimtlle Om. O ! AMApd-�7 5 DSI N • +38.0 P , & -- v a— Stated ow—we TOLERANCES a.. 0 . :.031 Cis Fmkb 0 /� ' JXl � 3.019 .0006 - tADI 0"""' *1/T 4PTI .DESDES CRIPTIO DRAWIN HY: CHECKED E LtWM Staled D,Am.:ft OWN%" ARE at 01C.M DWG. NO.: 4 3 2 u C END STILE. OUTSIDE 8 HMOLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. IOM KEYED LOCK MATH L�_8AR L�KO�_ i.F PART NO.: N/A A 8585 Oulu Tbatewd WINDLOAD RATING WeCH 4 SI DP38 Ftp Nd. S13-TTO-t STEEL PAN DOORS (SEE TABLE FOR MODELS) DATE: 11/19/12 SCALE: NIS.'Rp GATE: 11/20/1 SHEET 1 Of s SCZE .LJ VER: MD 1 4 MODELS 24 GA SHORT 24 GA FLUSH CLGPAY 84A, 94 98 "MMES 48, 488 -- IWAL 4RST 4F L'J 2 OF 3 ( JAMB TO SUPPORTING STRUCTURE ATTACHMENT ALL THE LOAD FROM THE DOOR IS Tft RW t+EO TO THE TRACK ANO THEN FROM THE TRACK TO THE 2X6 vam t Sw (Cmu 12 BETTER) JA11B5. ND LOW FROM THE DOOR IS SECTION -A (SIDE VIEW) TRANSFER" TO THE NpPO mAL crop) JAU& P.S. F. -4 P, F PARI NO.: N/A 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB R -3]6 LB. PER LIKEN? ejQ/E��ay am 4 i° VINBIpgD RATING 6AsA1 RieAKtr Cuepm�F qN He. S, 3.710_.3 W 6 D P 3 8 I=OF JAMB. .00 - l,015 ,p005 er : j.001j DWe" ' 3 L/2• 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROWDE A FASTENER CHECKED BY: SH OATS: T1/20/t SHEET 2 OF 3 ISIZEB 4. A% OR VJM LOAD WAS MR WED IN THE CALCULATION OF ALLOWABLE NO.: 104753 VER: MG LOADS FOR RISERS NO FASTENERS FOR STEEL. M CRETE 00 KISOORr. 1 WooD FR TUD N R3UILaNOs STrALt�oPWpC SHALL BE F11AVED SIX,O BY NOT LESS TOW (3) 2.6 P MAX. O.C. TREATED STP GREE /z OR BETTER) WORD STUDS a A STRESS GRADE NOT LESS THAN 1200 PSI NOAIIAIV, FIBER STRESS IN BEMMNX (FO FOR 000115 UP To NYC FOl.1N � (4 2X6 PRESISURE TREATED STP (TiuOE h aL BETTER) woaD snms A STERESS GRADE LESS THAN 7200 PSI NOMINAL EXRRENNE FIBER bTRESS /i �JUDONG (Fb) FOR DOORS UP TO 16'0' HIGH. STUD WALL5 TO BE CONTINUOUS FROM FOOTING TO TQ BEAMS, nB y86 ,,RMS ,�„Q� WALL va CONCRETE 2x0 STP (NATADE /2 OR 8E1TEA) MOOD .UtR18 LL BLOCK CRON RTE 1YAll OR , SMALL AMDED &SOCK WAIL CELLS FRIED VTTH CONCRETE AND BE FILLED I TOTETE D WITHTE WOR IN BARS fAND INTO TIE BRIMS. ALL BARS tCEO INTO THE xTH Wn ntam TIE BENNIS1n7 SHALL FOOTING PER BLOCK CDOCREW BLOCK Mei S CONCRETE COLUM NSB TSO BroD O BY THEE B MOM 040M OR AR �EECCT 9x6 JANE TO SUPPORTING OF RECORD AND M A�NNU WRN THE FLOWA BURJXAO CSE. STtT4IMLIRE. ATTACHIMfNT 2 24 GA, (0.022' MN, THICK, 33.4 KSI MN. YIELD) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING. BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP IAP JOINTS a -1LL 4 TALL TAPER STwT. 0.057' MN. GALV. STEEL. 50 KSI. MIN. • 2r(1TOr) ANCHOR STAyNC AT No "ORE IWX HALF OF THE MAImom O N -CENTER ONSTA DT' HIGIEST AN CKW INSTALLED AT LEAST AS FIGO AS THE POOR OPENOO. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS, ig"uM DISIARM BENYEEN CENTER OF ANCHOR AND EOCE OF CITE MOCK: 2-1/2-. EXCLUDNG STUCCO tKICKNEM Y,.Ll';T H�t1 "15l� B14:5/8' SHEET METAL SCREWS .�gG....G E ASF * No 63286 : uce * ; A�AAORP1Wlb4 D D • * NOAA - / O O I/a's,}/4• SELF, O 7 : : Q' N4R�nt PNadneF TAPPING SCREWS. STATE OF . 44t.6 �, AP''`<(7,. 1. 4 GA• ND HNGFG 1B c•A_ TWIN.) NTewFm4TE MNGE ., �SS;ONAI.��o`,� N ENGINEER, - -VON. P.E. e. a. 112 jNSE NI. 6 3 2 2' THICK (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2' X 5-3/8"). EACH BRACKET ATTACHED W/(4) #14X5/0- SHEET METAL SCREWS. AMSTABLE SLIDE ATTACHED ANDTO BRACKET WfTK (2) 1/4-YI/2' BOLTS INLITS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE, EACH C �._.,-,. HNGE FASTENED TO END STILES W/(4) /14X5/8' SHEET METAL AND (2) T/4'x3/4' SELF TAPPING SCREWS, SEE MEW W. ONE 4' T -STRUT PER SECTION, (SEE NEW b') EACH T -STRUT ATTACHED AT / EACH ^FRINGE LOCATION WITH (2) 1/4"r3/4 SELF TAPPING SCREWS. !.l ri '--AT GA. MIN. GALV. STEEL BOTTOMBRACKET \� ATTACHED WITH (2) '14u518' SHEET METAL SCREWS. AIUWNOM EXTRUSION & VINYL WEATHERSTRIP. SECTION -A (SIDE VIEW) LOADS:SIGN +38.0 P.S. F. -4 P, F PARI NO.: N/A TOLE�RAANNCEES 1. .O . ! A31 ejQ/E��ay am 4 i° VINBIpgD RATING 6AsA1 RieAKtr Cuepm�F qN He. S, 3.710_.3 W 6 D P 3 8 DESCRIPTION: 2- STEEL PAN DOORS (SEE TABLE FOR MELS) .00 - l,015 ,p005 er : j.001j DWe" ' 3 L/2• DRAWN Sr. SH OATS. 17/109/, SCALE: NTS DWG. CHECKED BY: SH OATS: T1/20/t SHEET 2 OF 3 ISIZEB q °Nsro" " m Vc0MEIL,DWC. NO.: 104753 VER: MG 1 !.l ri 030 � 2--O%-Z-�— 62 �,-op— —Du Swih 2. -G30 -j, d --� $A LMf 12, 6L�, 0-1 0-21 il T -r Miami Shores Village APPROVED BY DATE TONING DEPT No. BLDG DEPT Size 7 SUBJECT To COMPLIANCE WITH ALL FEDERAL STATE AND G01 INTY RULES AND REGULATIONS SCOPE OF WORK: 1) REPLACE EXISTING DOORS AND WINDOWS OF SAME OPENINGS AS MARKED WITH IMPACT DOOR SCHEDULE NO. SUE TYPE 1 1 WINDOW SCHEDULE DI WPOO aMy+38 WAUDOOR No. Type Size Remarks Pressure Quanfjty (See calculation) W1 CASEMOCT 3rxu HNGE LEFr +49A — .54.07 47.46 51.67 2 W2 WNW vW HMRW +4M -54.07 wa RCTURE Nam64583.64.07 o +40A z W4 'TUfW wx= +49M W-5 M=G 74548 –.54M. +0.85 .54V 2 wo SLMG 74586' +49A .507 W? — Mwe N)O)r +'9 W8 &MG MR Z W10 W10 sum 3?W +40A .54" Wil FqCrURE ---+4RA 74)0 W12 74)0 ZW ; 54.07 2 W13 CASBW srw -49M -514, 2 W17 CASBOT I srw 4A 54J7 vM a"MWI PAT 1 49A DOOR SCHEDULE NO. SUE TYPE 1 1 MODEL ftnark. I Pressure (See calculaflon Qua.4 DI WPOO aMy+38 WAUDOOR .42 1 814 36'xW WO DOOR +47A8 I ao .5137 D18 40W SMOOM +47A5 I .51.67 M2 28WxW MEUTE+ 47.46 51.67 2 10U IDMTORAY, 2 Drawing No. A-1 >Z ao 0 z 10U is AUG 0 6 252 z 00 co Drawing No. A-1 >Z z z 00 co til NM 171 -4 Z wo iv ,0 C4 1- 0 0 .Q� M 1 10 Drawing No. A-1