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WS-11-196Inspection Number: INSP- 156215 Scheduled Inspection Date: February 23, 2011 Inspector: Bruhn, Norman Owner: OBENOUR, JAMES Job Address: 1401 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE 12 WINDOWS AND 1 DOOR '6 09 PasseW Failed Correction Needed Re- Inspection Fee February 22, 2011 ,7 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments PLEASE CALL 305.469.6896 For Inspections please call: (305)762 -4949 Permit Number: WS -2 -11 -196 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050310130 Page 24 of 29 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple itlehold ✓ me' 17 pv/ J Phone # 3405 , 9— . ,F-14. Owner's Address � Of /V }.. /O3 Sr City /((QGGG/ !I ores State 1`' L " Zip 33/ 3 7 Tenant/Lessee Name Job Address (where the work is being done) / / /jJ E /03 SSA City Miami Shores Villa . e County Miami -Dade Zip 33/ 3 Y FOLIO / PARCEL # 11-- 32o5 —t/ 0/30 Is Building Historically Designated YES NO I/ State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Submittal Fee $ Structural Review. $ Permit Fee $ Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing Contractor's Company Name QWA/Ef Contractor's Address City State Qualifier Name Square / Linear Footage Of Work: /9 DPBR $ Phone # Phone # CCF $ CO /CC Total Fee Now Due $ FEB D 4. 2011 VI '' ��BY:.. Permit No. �/L S k. Master Permit No. Phone # 3o6 g 9 6 Zip Phone # Certificate of Competency No. Type of Work: ■ • dition ❑Alteration ❑New Repair/Replace El Demolition Describe Work: - , a « /2 �O * * * * * * * * * * ** * * * * *** * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ Technology Fee $ Zoning $ See Reverse side -÷ Bonding Company's Name (if applicable) y '� Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lende'r'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 Tien 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. Owner or Agent Contractor The foregoing instrument was acknowledged before me this q The foregoing instrument was acknowledged before me this ca. ns day of , , 20 l ( , by , day of , 20 , by , who is ersonally known or who has producolu1111 who is personally known to me or who has produced As identification and who $ e ai'�, as identification and who did take an oath. NOTARY PUBLIC: 4 ?if l , �` ' , o NOTARY PUBLIC: Sign: Print: 01,40 � tf F \QP My Commission' Expires: APPLICATION APPROVED BY: i%%s),:tre (Revised 02/08/06) Signature Sign: Print: My Commission Expires: ***************** * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT NAME: 1.5 J 0 r3E.rio J/ DATE: j— // ADDRESS: / o / /.1F 703 jr Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial e0/60 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial `'�° 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. ��,,,�� 1�" Initial 16'/6 4. I understand that I may build or improve a one family or two- family residence or 2 farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supeiwise,persons working.on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial ` 'U 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.myfloridalicense.com /dbpr /pro /cilb /index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: / / ,r/- /03 S/ Initial ?fate Initial Initial Z5) 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. InitialD Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this L k day of , 20 1 By o was personally known tome or who has Produced there License or as identification. OWNER 11 / 1 / 1/4 tt d NOTARY 03, 2 NOTARY PUBLIC Commission # '� °'Q- ,� F F1.0 �'• /// NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO./F STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. / Space above reserved for use of recording office 1. Legal description of property and street/address: //0/ /V,E /03 dSf S r -, 33/ 2. Descripti• of improv ment: - + t4.) 4/ � , _ • o lit r / GWAare 3. Owner(s) name and addres Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: STATE OF FLORIDA, COUNTY OF DADE 6. Lender's name and address: / HEREBY CERTIFY that this is a truer copy of the 7. Persons within the State of Florida designated by Owner upon M ery Section 713.13(1)(a)7., Florida Statutes, ±f• W /TyESS my .r1 ; a ' r 2 Name, address and phone number: f Amount of bond $ 8. In addition to himself, Owners designates the following person 713.13(1)(b), Florida Statutes. Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) er( Prepared B Print Name Title /Office noifiV STATE OF FLORIDA .COUNTY OF MIAMI -DADE The foregoing instrur ent was acknowledged before me this 123.01-52 PAGE3 3/10 Signature of Notary Public: Print Name: (SEAL) day of VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 11 1111111111 11111111111111111111 1111111111111 C F N 2 0 1 1 R1_/ 0 :�' 9 7 1 4 OR Bk 27576 Ps 4398; (1ps ) RECORDED 02/04/2011 11:40:32 HARVEY RUVINF CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE P s) r O r(s)' Authorized Officer /Director /Partner /Manager Prepared By Print Name Title /Office . 20 11 By . At ' erg - ur / ❑ Individually, or ❑ as for % Personally known, or ❑ produced the following type of identificati B r/ Signature(s) of Owne r Owner( Authorized Officer /Director/Partner /Manager who signed abo By CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A py of the Contract must be attached) PROPERTY OWNER: 4 S 0 b? ft Ov r SO." PERMIT # ADDRESS: l to( D 3 5 /f-3 2 o 5 -o3 -pi o FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 4 s7 ,ro, `-`" COST OF PROPOSED IMPROVEMENTS: S R ( WO . (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): (v`a 7. O • VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: ` "t! 147 -O 6 DATE:. 7 ' lJ PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components. Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,834 Lot Size: 9,810 SQ FT Year Built: 1966 $50,000/ $196,976 RE -PLAT OF TR C City: MIAMI SHORES BAY Legal PARK ESTS PB 64 -97 Description: LOT 11 BLK 6 LOT SIZE 90.000 X 109 OR 13673- 440 0588 1 OR 13673- 0440 0588 00 Year: 2010 2009 1401 NE 103 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 1401 NE 103 ST MIAMI Value: Value: Regional: $50,000/ $196,976 $50,000/ $190,483 County: $50,000/ $196,976 $50,000/ $190,483 City: $50,000/ $196,976 $50,000/ $190,483 School Board: $25,000/ $221,976 $25,000/ $215,483 Folio No.: 11- 3205 - 031 -0130 Property: 1401 NE 103 ST Mailing JAMES D OBENOUR JR &W Address: KATHRYN T $278,466 1401 NE 103 ST MIAMI $378,549 SHORES FL Assessed Value: 33138 -2625 Year: 2010 2009 Land Value: $118,364 $173,056 Building Value: $260,185 $278,466 Market Value: $378,549 $451,522 Assessed Value: $246,976 $240,483 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home Show Me: Property Information Search By: Select Item Text only NI Property Appraiser Tax Estimator Property Appraiser Tax Comparison My Home m ami. ade. ov Portability S.O.H. Calculator Summary Details: Propert y Information: Assessmen Information: Exemption Information: Taxable Value Information: Sale Information: Aerial Photography - 2009 Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 111 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 Legend Property Boundary Selected Property Highway Miami -Dade County Water Street http: / /gisims2. miamidade .gov /MyHome /propmap.asp 2/7/2011 EX Wind Pressure Calculator Contractor: I Mark Campbell Architects Project Info:10benour Res. 1401 NE 103rd Street , Miami Shores, FL 33138 ENTER tg Building Mean Roof Height 1 15.0 ft Description Door (1) Window (A) Window (B) Window (C) Window (D) Window (E) 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -0660 FAX:(954) 354 -0443 ASCE 7 -05 Com• onent & Claddin . Pressure Calculator Date: February 3, 2011 Job #: 11- MAC -0002 - 01 Hover HELP: <Enter Notes Here> ENGINEERING ' Vi i;. Double Click or Drag: 146 MPH Presets Bid g. Category: Exposu Roof Type: 0 Gable ) Roof Slope: ' Deg (3.0:12) Pitch Width 32 in 51 in 37 in 37 in 26 in 14 in 0 Enter Minimum Bldg Dimension: 68.0 ft Peak Wind Velocit Bldg. Classification: Enclosed Zone Width (a): 6.00 ft. Directionality Factor Kd: Q 0.85 1.00 Height 80 in 73 in 39 in 63 in 37 in 54 in rC r r rp rrr� r7 rTyr r`r 17.8 sq.ft. 25.9 sq.ft. 10.0 sq.ft. '+ 16.2 sq.ft. 10.0 sq.ft. 10.0 sq.ft. l 3 Sec. Gust): NOTES: Design is in accordance with ASCE 7 -05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Area Zone p 4 4 4 qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcpi ( + / -) = 0.18 Multiple Opening Entry Mode: -50.4 psf US Contour Map: FL Contour Map: } SIngI - Opining Pressure 44.7 psf 43.6 psf 46.5 psf 45.0 psf 46.5 psf 46.5 psf Valid Only with Raised eal February 011 Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 Page 1 of 1 Page 1 of 1 e °Fife (C lear Form) http:// www. engexp .com(calculators /asce705_cc.cfm 2/3/2011 MIAMFDIADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W.12 Ave Pompano Beach, Florida, 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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade Coun Co of Di (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION; aeries 4- " Single ' gr ►luminum WrndoW (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW(LM1) sheets 1 through 8 of 8, prepared by A1Farooq Corp., dated 04 -24-06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Vigar, 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 Division. - a nt SAE rOA ` ,,5 3 tfiWtayge iiia41 sil Im ct Resista Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating 2, Units installed with Fin mount are limited to max Dp = +/- 61:0' ps£ 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 NOA. Failure to comply product, for sales, advertising or any other purposes shall automatically terminate 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, y Florida, , and followed then it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, 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 # 074404.04 (06- 0614.04) consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • 701 tA AN ck.Ai MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, 331E -1503 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com (11OA No19'4604 24 Exp`lrattOf Date, July 115, 2012 Approvalt:Date Septem_bcr 04:2009 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07 -0404.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1 through 8 of 8, prepared by AI- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 • along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL. 5439 dated 12 -10 -07 and • FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24-03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. • C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Viqar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed and sealed by Arshad Viqar, P.E. • 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. LLavt,A_ . Ishaq L thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 0S, 2012 Approval Date: September 02, 2009 E -1 Oa.. GPO. N. (FOXED) 2I" MAX. Al NEAO/SIU1, i s, , i r it I-',/ it , �I AT 3/4" 0.L. OPG. T) 50 1/8 A O.L. OPC W. (FOXED) 21" MM. HEAD/SILL _ 8 j C , ii n 11 / ii IS %/ U u o a u n o II n t I. a n 1 s 0 a 11 n n n a n -=te -- =''rr--- n u u n n /, O u t' ` 47 3/4' 11 01. OPO. (/ENT) 50 1/8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR 510E BY SIDE COMBINATIONS OF S.H./S.H. OR 51NTLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —OADE COUNTY APPROVED MUWONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WIU. APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDNO HIGH VELOCITY HURRICANE ZONE (NVHZ). TDY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHAD 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 or ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOOTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSDOLAR MATEROLLS SHALL MEET THE REQUIREMENTS Of 2004/2007 FLORIDA SAG. CODE SECTION 2003.8.4. FALSE YUNtI4 (SAAtF BEMUSED 53 1 /8" WINDOW WDTM 48 1/4" VENT WIDTH TYPICAL. ELEVATION EOUAC ,LSSES ,, (SEE - 0E5)CM- CAPACITY CHART) FALSE 1KMT848 (SURF N ) Y 05 USED MA 53 I/8' 48 1 /4' 5 1/2" MAR. HEAD /SRL CORNERS L7ILODUCT REVISED r4 *Isz RCA M EWA& IlleAllas Oda Illyintles Of /Iig WNW EOUAI. "CITES' (13W /0551614 CAPACITY T4 t61.0 PSf D.LO. WIDTH (FOLEO) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) - WINDOW WIDTH — 5.375" 0.L.O. HEIGHT w WINDOW HEIGHT /2 — 4.5" Hay. mason vow CIA FE CralL COLA F� AUG 1 2 2009 VENT WIDTH TYPICAL Elfa/ATION. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT y DESIGN LOAD CAPACITY - P6F (wITM ALUMINUM REINFORCING) WINDOW DIMS. 990TH 19 -1/8' 25 -1/2• 37' 53 -1/8' 19 -1/6' 26 -1/3' 53 -1/6' 19 -1/8' 25 -1/2' 37' 53 -1/6' "19 -1/8' 26 -1/2' 37' 53 -1/6' 19 -1/8' 26 -1/2`. - > 53 -1/0' 19 -1/11' 26 -1/2' 37' 53 -1/6' 16 -1 /6' 20 -1/2' 3r 53 -I /6 24' 30' 38' 42' 46' 54' 24' 30' 36' 42- 48' 54' 24' 1 3 . 48' 54 24' 30' 38' 42' 48' 26' ( 36 3/8'' 7 60 -5/6' (5) 56 -5/6 (5) (6) 72' (7) 76 -3/4' (7) 48' (5) (7) 64 (5) MSS TYPE.'0' ExT.(.) 50A 0'.0 60.0 50.0 80.0 60.0 00.0 80.0 80.0 60.0 60.0 60.0 600 60.0 60.0 60.0 80.0 80.0 50.0 800 600 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 00.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 1M { -) 60. O Z 80.0 80.0 60.0 00.0 80.0 bob 50A 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 000 80.0 600 600 GLASS TYPE 'C' EYT.(4) 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 , 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 700 70.0 700 70.0 70A 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.( -) 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70A 70 70.0 70.0 70.0 i 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 MASS TYPES D' 51.0 61.0 61.0 61.0 61.0 61.0 gars:: !SAW 61.0 61.0 61.0 61.0 61.0 51,0 610 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 51.0 61.0 61.0 61.0 61.0 61.0 81.0 61.0 61.0 61.0 61.0 81.0 61.0 61.0 81.0 61.0 61.0 61.0 61.0 51.0 61.0 61.0 61.0 61.0 610 61.0 61.0 610 61.0 80.0 6.1$,- k 80.0 'EI0 60.0 81.0 01.0 61.0 61.0 61.0 610 610 61.0 61.0 61.0 61.0 61.0 81.0 610 61.0 61.0 810 61.0 61.0 81.0 81.0 61.0 51.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 610 61.0 61.0 610 61.0 61.0 61.0 61.0 MASS TYPE 'F' EXT.(4) 60.0 00.0 80.0 80.0 BOA 800 50.0 50.0 60.0 600 60.0 80.0 80.0 x600 x`60.0 80.0 00.0 60.0 50.0 800 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 600 60.0 00.0 1N24-) 60.0 60.0 50.0 80.0 80.0 50.0 80.0 60.0 00.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 two 80.0 60.0 80.0 600 000 800 00.0 80.0 60.0 60.0 80.0 80A 80.0 50.0 80.0 60.0 80.0 80.0 80.0 80.0 50.0 60.0 800 80.0 110.0 60.0 CUSS TYPE '6'CIASS TYPE 'S' Est.(*) 000 600 80.0 600 800 60A 600 50.0 BOA 50.0 600 60.0 800 800 00.0 80.0 00.0 80.0 500 800 80.0 800 00.0 80.0 80.0 80.0 800 77.6 BOA 600 80A 80.0 800 50.0 800 80.0 60.0 50.0 80.0 80.0 80.0 000 80.0 800 800 79.1 80.0 800 110.0 60.0 600 1M.( -) 800 800 80.0 80.0 60.0 500 60.0 500 600 60.0 80.0 80.0 80.0 80.0 800 80.0 000 000 800 60.0 80.0 800 80.0 80.0 80.0 80.0 77.6 600 60.0 60.0 BOA 80.0 BOA 00.0 80.0 80.0 800 60.0 800 600 800 80.0 600 800 79.1 600 50.0 80.0 110.0 800 E10.(4) 80.0 80.0 60.0 80.0 800 80.0 000 80.0 800 80.0 60.0 60.0 60.0 800 800 600 60.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 60.0 60.0 60.0 800 80.0 800 800 B0.0 60.0 80.0 00.0 60.0 80.0 80.0 80.0 79.1 000 60.0 800 80.0 60.0 tN7j -) 00.0 80.0 60.0 60A 60.0 80.0 80.0 00.0 800 80.0 80.0 800 60.0 60.0 80.0 80.0 80.0 600 WA 60.0 600 800 600 80.0 60.0 80.0 80.0 80.0 80.0 800 80.0 800 800 60.0 800 50.0 80.0 80.0 600 80.0 800 80.0 80.0 80.0 80.0 79.1 80.0 60.0 600 00.0 80,0 GIASS TYPE 1' 681(4) 80.0 800 60.0 60.0 800 80.0 600 600 80.0 80.0 000 000 80.0 80.0 600 60.0 800 80.0 80.0 800 60.0 78.2 80.0 80.0 60.0 74.5 80A 80.0 800 600 80.0 60.0 80.0 800 80.0 80.0 80.0 800 80.0 80.0 80.0 77.5 60.0 SOA 80.0 60.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 74.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.5 CLASS TYPE '1' 80.0 00.0 80.0 Boa 50.0 80.0 80.0 80.0 80.0 60.0 800 600 GOA BOA 80.0 60.0 80.0 80.0 80.0 SOO 80.0 50.0 80.0 80.0 80.0 80.0 80.0 1 80.0 soh 80.0 80.0 IAA 500 800 80.0 800 80.0 80.0 80.0 80.0 80.0 BOA 60.0 800 60.0 80.0 80.0 80.0 75.4 500 ( ) NO. Ra PARENDIESIS INDICATE NI OF ANCHORS PER 4 1 9411 MIN= mismo 0•44491,1•1 Nkil Sips Cede Ibplexika We 4 /2, &Vol I L Me Wm 0416.1 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DEC1ARATORY STATEMENT DCA05 -DEC -219 RA. PE I 36063 CAN. 35.M AUG 1 2 2009 DESIGN LOAD CAPACITY - PSF (TITTH ante REINFORCING) WINDOW DIMS. CUSS TYPE • 9 . OUlSS TYPE • F • NIDTN HEICX1 EIR.(,) INT.( -) EXT.( +) INT.( -) 19-1/8' 00.0 99.3 60.0 115.0 26 -1 60.0 99.3 80.0 115.0 37' 26• (4) 80.0 99.3 00.0 115.0 53 -1/8' 80.0 99.3 80.0 115.0 19 -1/8' 80.0 99.3 00.0 115.0 25 -1 /2' 38 -3 /a' 90.0 99.3 80.0 115.0 sr (4) 50.0 994 00.0 115.0 53 -1/5 80.0 99.3 80.0 115.0 19-1/6" 50.0 99.3 80.0 115.0 28 -1/2' 50_5/8• 80.0 99.3 50.0 115.0 37' (5) 80.0 99.3 50.0 115.0 53 -1/8 10.0 99.3 90.0 115.0 19 -1/6 80.0 99.3 90.0 115.0 26 -1/2' 58 -5/8' 00.0 3 990.0 8 115.0 37' (5) 80.0 99.3 80.0 115.0 53 -1/5' - - 80.0 115.0 19 -I /8' 00.0 99.3 50.0 115.0 25 -1/2' 50.0 993 60.0 115.0 37' 6S - on 50.0 993 50.0 115.0 53 -1/8' - - 60.0 115.0 19 -1/8 00.0 993 80.0 115.0 26 -1/2' 'p 1 60.0 99.3 60.0 115.0 37' 50.0 99.3 00.0 115.0 19 -1 /a' 50.0 99.3 90.0 115.0 25 -1/2' 78 -J / {' 50.0 99.3 50.0 115.0 sr (7) 50.0 993 00.0 115.0 60.0 99.3 80.0 115.0 50.0 99.3 50.0 115.0 4 50.0 99.3 80.0 115.0 (5) 50.0 99.3 50.0 115.0 60.0 99.3 50.0 115.0 80.0 99.3 80.0 115.0 50.0 99.3 50.0 115.0 50.0 99.3 00.0 115.0 41 60" 00.0 99.3 80.0 115.0 80.0 99.3 80.0 115.0 (5) 00.0 99.3 00.0 115.0 - - 80.0 115.0 E 90.0 99.3 80.0 115.0 50.0 99.3 90.0 115.0 4 80.0 99.3 80.0 115.0 - - 50.0 115.0 24' M' 50.0 99.3 50.0 1150 30' (8) 50.0 99.3 50.0 115.0 () N0. 3 PAIENTIESIS 5101CAME 1t0. OF ANCHORS PER JAYS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eng.: 471241411 VOA PIA 55 AUG 1 2 2009 M fis*Yr. t 4° ZV owiFirm slows. also jaa RIAJIr .i k drorinq no. W06 -3 (shoot _ 3 .1 8 1 /B' ANN. GLASS .015• URETHANE ADHESIVE .070' INTERLAYER • SAY -GUS' PO.YCARBONYATE BY 'SECURITY NWACT CUSS* GLASS TYPE '8' .015' URETHANE ADHESIVE 1 /8' ANN. GLASS SILICONE DOW CORNING 995 l /8' ANN. GLASS 3/18' ANN. GLASS .120' INTERLAYER .120 INTERLAYER LIVEKOL -LIO RESIN WEKOL -U0 RESIN GLASS TYPE 'C' GLAZING OPTIONS 1 /E' ANN. GLASS 3/18' ANN. GLASS SILICONE - € S UCONE DOW CORNING 995 3 DOW CORNING 995 1/B' ANN. GLASS I /4' AIR SPACE 1 /8 ANN. GLASS 090 INTERUYER SAFLEN 910 PAD BY 'SOURS' 1/r ANN. GLASS SUCoNE GE RGS7700 GLASS TYPE '1' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT O PLITIED FOR SMALL MISSILE PAPACY AREAS. •3/18' ANN. GLASS -3/18" MEAT STAVED CUSS GLASS TYPE 'E' 1/r TEMP. GLASS I /4• AR SPACE I/e' HEAT STREN° GLASS .OPO INTERLAYER SAFLEX NKI PVB BY 'SOMME 1/8' HEAT STREN D GLASS SMOKE GE RGS7700 GLASS. TYPE ' � ' .090' INTERLAYER .120' INTERLAYER SAILER TIC PVB BY SOWTIA UVEKOL -LW RESIN 3/18' ANN. GLASS 3/18' HEAT STREW° GLASS MOM " >= SILICONE CORNING RNING 995 ; IS DOW CORNING 995 tar ARC IOW NW PE / 39583 CAN 3535 AUG 1 2 2009 GLASS TYPE 'F' alialif•bisigh dm MAY A Yee • Rb� -O�Y Z t>pte. 1 ltrOeLe /Z drawing W06 -34 (sheet 4 sR 8 anotorts SEE MEV� A. 'a . 'a • e' • • • . 4 4 a thy *x000 BUcK OPIIONAI TO SPRAFG LATCH RCRrORCYNG SEE a tLUSIRAAmE ono. ONLY EXT. OR INT. FINISHES Nor 8V TM i TYPICAL ANCHORS SEE ELEV. rot SPACING 1 J Rosman SEE SHEETS 2 6 3 TYP(GR. MO ORE I SEE ELEV. r0R SPACING r 15 OP1ON0/ TO SPRING LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING REPOORGING OPTIONS SEE WITS 2 A 3 r88MICT wpm, Ihkibicoar Sapkwhe ALTERNATE FRAME SILL TYPICAL ANCHORS SEE ELEV. TOR SPACING FRAME WITH FIN OPTION (UNIT DESIGN CAPACITY TO 181.0 PSF MAX.) STRUCTu E SEE C MWR -OAGE COUNTY APPROVED MULLION 6 M.A1mN ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS] TYPICAL ANCHORS ELEV. FOR SPACU6C SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. roR sPAwINo t/4- TAPCONS BY TI CO' ( KSI. FF -92 PSI) INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1 -3/8 MW. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SCN F I 1 SCREWS Poo( 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy a 38 K9 MIN.) ALUMINUM : 1/8 THK. MW. (6083 -T5 MW.) (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) /12 SMS OR SELF DRRLWG SCREWS (ORME 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (1 /8- CNN. MIN.) (NO SHIM SPACE) TYPICAL EDGE OISTANCF INTO CONCRETE AND MASONRY - 2 MW. INTO WOOD STRUCTURE . 1 MW. INTO METAL STRUCTURE a 1/2 MW. CONCRETE re • 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK rm - 2000 P9 MN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. WEEPHOLES; WI m 1/2 LONG NOTCH AT EACH END OF INTERIOR LEG W2 a 7/8- LONG NOTCH AT EACH END OF EXTERIOR LEG Owl AMMO HOAR CAa O C 3170 PE A AUG 1 2 2009 (sheet 5 of 81 .1 lEER PART I QTY. DESCSAMON MATERIAL MANE/SUPPLIER/REMARES I . I I FRAME Nap 6083-T8 - W T.'. FRAME SILL (4* HON) FRAME su. (3* HIGH) 6063-T6 6063-T6 - - 3 4 08-31445 2 FRAME AmtB 8063-T8 - 6706 I SEEING AWL 6063-T6 6063-T8 - S 05-36655 I VENT TOP RM. - ------- – — I VENT BOTTOM RAT. (4 su) --- illa:ii . I 2 VENT BOTTOM RAIL (r SILL) 6063-T6 - VENT JAW DEE 606346 - B 06-31470 2 VENT STOP 6063-TB - ODD °LAZING WAD ANGLE 15063-E3 - 9A TM-I23 4/VENT DAZING BEAD 6063-T5 - ET TM-170 4/VENT DAZING BEAD 6063-T6 - RE TM-Ill 4/VENT GLAZING BUD (NE& LAN. GLASS) 8 0 8 3-T6 - 12/SENT CuZING ANGLE SCREWS STEM PM SMS II 4037 (I) SIN P TIN SEAL WEATHERSTRIP - m=44/FRAME *2 2240 (1) STRIP RN SEAL WATHERSTRIP VENT TOP 13 3722 (2) STRIP FIN SEAL WATHERSTDP VENT PAD WILES 14 - 2 I li2s7,06 RISEN. PAD - FISMC SILL CORNERS 15 - 2/VENT LATCH LOGS AT 5 FROM ENOS CAST VENT TOP . 150. ....... 16 TAT-EIN 2/VENT SPRING LOADED EGRESS 100* 8063-T6 VENT BOTTOM RAIL - 4/VENT VENT DARE ORLON VENT WT. CORNERS 17 - 2/VENT DADAELL SPIRAL BRANCO - AT FRAME JAMBS III 8*0-9302 2/VENT BALANCE MGR yam. FRAME HE/0/AMEIS 19 N59 2/VENT CALDWELL BALANCE CUR - VENT BOIT. CORNERS 20 - 2 •12 A 3/4" Pic SMS STEEL (l) AT EACH MAKE 21 - 8 •I2 lit r P.N. SmS STEEL FRAME CORNERS 22 - 5 210 m 1 PA SMS STEEL VENT CORNERS 23 - 4 211 • 3/4" F.M. STD. STEEL (2) AT EACH LATCH 24 - 4 16 • 3/8 FR. ENS. STEEL AT EA. PLASTIC (MOE 25 - I 1.1 7/164/4•1/0' *MOIL STEEL AT VENT TOP 2 1.1/4 MM LONG BAR ALUM. (I).M EA. MM. RM. ENO 27 - I 1/2,11111/20/8" °MOM. STEEL AT MEETING RAIL 28 TM-TM 2 FIN TRIM FOR WAGS 6083-T6 - 29 TM-183 I FIN TIM FOR ICAO 6063-T6 - 30 111-164 I FIN TRIO FOR SILL 0063-TB - 31 TM-179 I MTG. RM. REWORDS° CHATINEL 5063-T5 AT MEETING RN. 32 110-1713 I TOP RAIL REINFORCM3 CMANNEL 6053-T5 AT VENT TOP rrptcAL morons SEE Rev. FOR SPACING I/4* MAX. SIMI METAL STRUCTURE ATOCITIS SEE ELEV. rot SPACING 1/4" MAIL FRAME WITH FIN OPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING MEAL SEE ELEV. FOR SPACING P . • IVY Dap BLOCKS SHei MAR. MAN-BADE COUNTY APPAL° CLEPED MULLION SEE SEPARATE NOB TWIT" ANCHORS SEE ELEV. FOR SPACING EXTERIOR 171100•1 WIDTH MOON WIDTH Om: CRAW MOM COIL RA. PE 38683 CAAL AUG 1 2 2009 ma& ardiebh tromia sheet 8 of 8 ) I F-- r^ 3.500 .062 _ I 3.719 3.042^ -y o* iNV =mI u419•VM iQOSixvs aoswaeio"ELL _... .LT C VQWO'L! WVI 3AV tH - MB SWF {N33 dO13A30 Aonaodd 7 StigiVAON3 NOLLVUOdUO0 OOOLV3-W .0 62 I f 27; J 1 -- - -L 3.069 1.092 �3.t88 - '•01,..66 N I . J -r ,.660 I� 4-.250 FRAME HEAD L L + I I E1.933,---.1 2.375 _. i MTG. R ST� ORCtl/GS 1.000 3.097 { NM. FIN (HEAD) ® FRAME JAMB 3.340 1290 . 602 1.665 -. '' 1.000 1.1 +-r r,,,,,,,,,; 790 f 1 1.186 . 888 2. 66 -- .062 i / .052 2.190 t- O .923 ��S 505 AMNIA sax . 14MG MOM. (LAO TAI WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEt. (95.) 781 -4430 FAx. (950 751 -5070 +k -y 1.500 I I .125 O TOP RAIL REINFORCING ALUMINUM 1.375 Q TOP RA0. REINFORCING STEEL (. VENT STOP FIXED MEETING RAA ( 2.300 NAG. FIN (JAMB) r1.3751 1.1861 ftE6 Ibi EV 1 = Ibis NIA do MB 141240 /2-. (rdlw W ,,, . 183 3.199 ® 3.9 GLAZING �< .923 BEADS 1.750 1 t5p 1.774 .082 r 1.32. 2 _x.062 '.9811 F _L RAIL 1.000 3.277 1.21 • 1 i O .1� -J .668 G S4511 SIDE f � ® LATCH LOCK VENT TOP RAIL ® NAIL FIN (SILL) 2.202 .997 3.245 4.312 3 .082 r --I--- f . - -- � 3.is1 11 3312 2.202 3.245 3.927 ,I - " - - L ..„ Hi .997 3.330 .B N .062 r_________,.. � 3.t.1 I 2330 4.347 .042 3.439 2.839 M IMj ''- I iii I S - -• 339 .082 { G13 00 • E 0.: NNW° NOM CIA. u9t If 38883 r V Y AUG 17 1 !i cYU.7 �nr�n 0 F- 1.378 F--1.373J VENT BOTTOM RAWAS O ---�N FRAME SILLS 0 NOTE: EITHER SILL. CAN BE USED drowtrt rt o. W06 -34 (sheet 7 Oi 3 i FRAME TOP CORNER FRAMF BOTTOM CORNFR VENT TOP CORNFR VENT BOTTOM CORNFR Engin AMMO 41310 a ta ctNt AUG 1 2 2009 e sauPidtbs Q l� X 12. • e 0e4 r i F 1 1 `J drawing no. W06 -34 (sheet 8 of a) 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI*ADE • NTY APPROVED i )A2 tell � DES I b1�T: Serb "$5 Al "`' una`Hiiilziintal Rolg'y�nclo�v - L:11L ML4MI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 • www.maimidade.cov/buildinecode NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity,, iurric: ne Zone. APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision `B" dated 02/10/10, prepared by A1- 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 Division. MISSILE INTACT RAT1NG.:J Small,Missile Im,Pnct Resistant LIMITATIONS: Glass Type ` F': The Maximum Design Pressure Rating of+ 79.0 psf for Metallic Sweep I strehfs LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. o+ 09- 4110,02 Expiration b ate: May 13, 2014 Approval Date: March 17, 2010 Page 1 r 4 T. M. Window. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad 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 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. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed & sealed by Carlos 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 aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) E -1 V Jaime D. Gascon, P . E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL - 5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael it Wenzel, P. E. (Submitted under previous NOA No. 09-0105.02) 6. Laboratory compliance letter for Test Report No.'s FM-3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No 04-0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., approved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 MAXIMUM DESIGN FOR SIZES AU tat UA 01590 LOAD RATING SHOWN ABOVE OR - PSF SMALLER CUSS TYPE 'A' CLASS TYPE T CLASS TYPE r LASS TYPE '0' CLASS TYPE 'e' P1UA) 1NNT.( -) .. dr) INT.( -) EAT.(r) J ANT.( -) ERT.(r)j ANT.( -) ERT.(r) LMT.( -) 510:0.' _p0.0 130.0 90.0 1 90.0 55.0 55.0 79.0 79.0 � LOADS SWAN ABOVE ARE FOR MGM VENTS WITH WRAC LOADED N.WIMW LATCHES. FOR METALLIC SWEEP LATCHES UNIT MAX LOADS To *60.0 PSF. 1.' 7/18'�'O *IA CLASS I/2' OVERALL CLASS TYPE 'C' 3 /I6' HEAT MEMO CLASS 3/16' ANN. GLASS .120' MFERLAYER I VEHOL -LID RESIN BY 'SURFACE SPECIALTIES INC.' 3/I8' HEAT S1REWD CLASS DOR CORNING 119.1 i SUCONE GE ROS7700 SERIES 805 ALUMINUM HORIZONTAL ROLLING WOW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS I & 2. GLAZING OPTION$ 7/18' OVERALL CLASS 1071 211: 1/2' OVERALL GLASS TYPE '0' 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. .120' INTER AVER UVEROL -LC RESIN BY 'SURFACE SPECIALTIES INC.' 3/16' ANN. CLASS SUCONE CE RG17700 DOW CORTARG 99S h I/6 TEMP. CUSS 1 /4' AM SPACE 1 /6' ANN. %ASS .090' ORERLAYER SAFLER DC PVB BY 'SOLUTIA' 1/8' ANN. CLASS 11/18' OVERALL INSUL. TYPE,: E' SILICONE GE RCS7700 00* =HMG 995 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HUR RCANE ZONE (HAND). WOOD BUCKS BY DINERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE 'LATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD SWOON INCREASE IS USED IN OESCN OF ANCHORS INTO WOOD ONLY. MATERIALS ReLCINC BUT NOT LILTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SEAL MEET THE REOUIREMENTS OF 2007 FLORIDA BLOC. CODE SECTION 200331.4. FALSE MUNIMS (SURFACE APPLIO) MAY BE USED 37 1/2' VENT WIDTH 74' MAX. WIDOW WIDTH 9 3/6' MAX HEAD SILL Enpr: A M0 PAW OHL ILA. F9 79592 CAM / 39 FEB 19 2010 ELEVATION NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO3 -DEC -219 6' MAX. HEAD /SILL CORNERS St O THESE WIDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. I drawing no. W08 -81 (sheet 1 of 7) 32 7/8 0.1. OK. 5/8' VENT WIN N 111 MAX. 33 1/2' 37 S/8' VENT WIDTH AUA i1. MAXIMUM DESIGN LOAD RATING - PEP FOR SIZES SHOWN ABOVE OR SMALLER 01359 7179 A' 91394 TITS 'B' CUSS 7175 'C 91395 TIPS T ExT.(f) INT.( -) ExT.(i) 111T.(-) E%T.(.)1 1NT.( •) Ext.( +) 1111.(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN A$01h ARE FOR WDIDOM VENTS WTH SKEW 1.0400 ALUM LATCHES. FOR ILLTAL11C SNIP Ulan 1.118T NAx. LOADS TO *50.0 757 29 1 /4' VENT VADTN NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 51300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 111 • WA. 50• MAx. 0.1. 07C. XOX SIZES --7 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER I M.( -) LOADS SNOW ABOVE ARE 70R 99x1099 VENTS 9011 SMOG 10111511 A11111 LATCHES. FOR IIETA.UC SWEEP LATCHES OAT UAx. LOADS TO *80.0 PSF. 29 1/4' VENT 80791 W08 -81 'f. SOY MOOD DUCK W2 TYPICAL ANCHORS SEE £%ZA FOR SPACING •° • • TYPICAL ANCHORS FOR SP • • • WRCAL ANCHORS 3 PER CO 110 PER C PH 516 4' LONG MAID LOA) CUP 1Y LONG DLL CUP ADAPTER SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES; WI 1 -1/4` K 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8' FROM EACH END AND AT MIOSPAN W2 a 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 a 1' LONG WEEP NOTCH AT 32' FROM LOCH END TYPICAL MOORS SEE ELEV. FOR SPACING 1 i MIAta -GAGE COUNTY MPROWEO 1 j I MW.LIN7 & MULLION ANCHORS II i SEE SEPARATE NOA 111 1/D' 1 I. 1 TYPICAL MOORS SEE ELEV. 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 ELEV. FOR SPACING 1/4' CIA. ULTRACIMI FY 'TLCO (Fe•177 KM. 6.199 KSI) INTO 2BY WOOD' BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4' MW. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8' WIN. EMBED INTO CONC. OR MASONRY 1/4' TONS OR 5E ► DRI ING CPN1WS (CIWOE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105' WIN. (Fy a 38 Kg MIN.) ALUMINUM : 1 /8' THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 9515 OR SE! F 1 . SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK.. 1/8') (NO SHIM SPACE) TYPICAL. FLIRT MANX INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE - 1' WIN. INTO METAL STRUCTURE ■ 3/4" MIN. CONCRETE AT HEM: SILL OR mIOS re - 3000 PSI Mal C-90 NOLLOW/F BLO=L AT JAMBS I'm - 2000 PSI MK . wan MVO GUM. 30 FFR 1 9 2010 IM Flodde Ate. -3 t -7 - i � <0 meet 3 of 7 ) TOWN. ANCHORS SEE ELEV. FOR SPACING ZO LAYOUT OX OPPOSITE XOX LAYOUT AOAMI -DAOE COWRY APPRS) IRttUGN SEE SEPARATE NOA Ream on. EXTERIOR MEAL MINORS SEE ELEV. FOR SPACRC NWDOW N7DIN Im C* PACKERS SEE ELEV. FOR SPacoG V • In ORTO SUCKS Eton 444/0 MOW oeL 18 MD VENTS WITH SPRING WADED LATCHES PRODUCT REVISED toloplybowiduta nobly UMW Cede E o Y LI OZ ra slate' 4 of 7 t 1701 PART I QUSINTT OSECINITION KATMAI. W111P./AUPPURT/ 1 111 -130 1 IFN1E ICAO 5063 -16 - a 111 -1338 I TRA1K SU. BASE 6063 -T8 - 3 711-134 I MAR SILL TOP 6063 -76 - 4 111 -132 AS REIN. MALE JIJIB - 6047 6063 -T6 - 5 711 -131A AS 9E00. FRA I JAMB - 71 60) 6063 -76 - 0 111 -135 2/ VENT T0P ANO 071011 R1IL 6063 -78 - 7 111 -139 I/ VENT Me SW 6063 -76 - 6 111 I/ VENT NUM STU 6083 -76 - 9 111 -137 1/ 50R 71210 ST U (SF6514 1.04510 LATCH) 6063 -15 - 9A 111 -1374 1/ VENT 7380 ST6.1 (SSW URO1) 6063 -76 - 10 111 -136 I S1.t TRACK INSERT 4063 -76 - 11 111 -135 1 1111. CLIP ADAPTER, t2 5.0110 6063 -75 AT RTC STILE LOCATION 12 7v -116 I/ VENT SAR610 LO40EO VENT LAT04. 3-1/6' LONG 5063 -18 AT MO SPAN 12A - 1/ VENT IIETAUIO STEEP LATO1 - AT MD SPAM 128 b a 3/4 2/IA1CH MEP IA7O1 1100416!0 SCAM - FR WS 13 711 -141A AS RE00. 0.52670 BEAD DAMMED Q 5063-76 - 13A 15-161 AS REOD. wove 5(40 (01511.. IA1. QASS) 6063 -T5 - t4 111-154 AS 5E00. 995- LOAD CUP. E LONG 606346 - 15 - 1/ 511.E mAQ1010 SURE Rx7ORCYN3 5063 - 73 - 15 - 2/ 511.E FIXED SOLE REO*0R0M0 6063-56 - 17 031235 AS 6100. FN SELL V5TRIPP619 (.270 6 .220' 1SQ1) 009. - 18 043371 AS REDO. FIN SEAL VSTRIPPNG (.16r 6 .3W HON) 400. - IS 043201 AS REOO. RN SEA. VSTRPPx1G (.16r x .300' M011) 400. - - 20 P5043 - AON(5VC 6404 CLOSED COL WY 7/6' 67/2 6 I - 7/15• LONG 21 - 2/ VENT VENT ROLLER Kann B Q40E PII.S6C AT EACH END 22 - - VENT RGUER/P4EEL BRASS 23 112 x r 2/ COO= FRAME 493111&.? WRENS - PJL AaLUP5 5115 24 110 x 1' 2/ CORNER VEIN ASSEN9LV SCREWS - P.N. PHILLIPS SMS 25 - 1/ LATCH ION LATCH SPRING ST. STEEL - 28 431175 AS RE00. PIN SEAL ?STRIPPING (.16r 5 .175' NoN) 4005. - a7 TN -151 I SU. RISER 8063 -76 - .313 1.255 FRAME HEAD .082 1.480 1.420 SILL TRACK 1.071 .929 SILL CLIP ADAPTER FRAME SILL TOP TOP & BOTTOM RAIL JAMS STILE MEETING STILE FRAME JAMS - VENT 1.750 0 FIXED STILE (SPRING LATCH) .125 1.050 .750 _1 14) WIND LOAD CUP 1.000 r 1400 .123�I- 0 MTG. STILE REINF. 107 25 7000 1 16 FOE. STILE REINF. 12) VENT LATCH FIXED STILE (SWEEP LATCH) 1.919 362 .163 .435 SIU. RISER .923 1.799 .040 U GLAZING BEAD (MM. GLASS) .183 .540 .923 .040 .500 GLAZING BEAD (WSUL. UNA. GLASS) ter AVM mob Chat FLA. PE / 70592 CAN. 3338 1 9 1010 7: 9= vv r"v w lo.v MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING B I ' ING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NO CE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinacode PROD CT CONTROL DIVISION AWP LLC 8130 74 Avenue Medl , FL 33166 SCOP ' : This OA is being issued under the applicable rules and regulations governing the use of construction materi ; . The documentation submitted has been reviewed by Miami -Dade County Product Control Divisi n and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other - where allowed by the Authority Having Jurisdiction (AHD. This OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Con • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri a • t to have this product or material tested for quality assurance purposes. If this product or material fails t • perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may . • • ediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BO ' reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Contr • Division that this product or material fails to meet the requirements of the applicable building code. This p ct is approved as described herein, and has been designed to comply with the Florida Building Code, • ludmg the High Velocity HW icane Zone. Dk s —`LAM I. APP ' • VAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, • • - by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed y Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice • f Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISS •F. IMPACTT IIvGs,�ar gn Wd Smnll *sslle Impaet Resent Each unit shall bear a permanent label with the inanitfacturer''s name or logo, city, state and • folio ' g statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENE AL of this NOA shall be considered after a renewal application has been filed and there has been no c • ; • ge in the applicable building code negatively affecting the performance of this product. ATION of this NOA will occur after the expiration date or if there has been a revision or change in the • ; terials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any . roduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to co . • ly with any section of this NOA shall be cause for termination and removal of NOA. ADVE ' TISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and follow • by the expiration date may be displayed in advertising literature. If any portion of the NOA is display • , then it shall be done in its entirety.. INSPE ON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribu • rs and shall be available for inspection at the job site at the request of the Building Official. This N S A revises NOA # 06- 0905.11 and consists of this page 1 and evidence page E-1, as well as appro document mentioned above. The sub . ' 'tted documentation was reviewed by Manuel Perez, P.E. NOA No 09461704 Expiration Date: December44, 2011 Approval Date: August 26, 2009 Page 1 AWP LC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ' RAWINGS Manufacturer's die drawings and sections. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 7• of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed by Arshad Vigar, P.E. B. STS Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, 0-0 /0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under original approval #02- 0227.01) Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under original approval #95- 0515.09) C. ALCULATIONS with FBC -2007, Anchor verification calculations and structural analysis, complying prepared by AI- Farooq Corporation, dated 4/21/09, signed and sealed by Arshad Viqar, P.E. D. • UALITY ASSURANCE Miami Dade Building Code Compliance Office (BCCO). E. TERIAL CERTIFICATIONS None. E. • TATEMENTS Statement letter of conformance, dated April 29, 2009, signed and sealed by Humayoun Farooq, P.E. Statement letter of no financial interest, dated April 21, 2009, signed and sealed by Humayoun Farooq, P.E. Asset purchase agreement dated November 03, 2006, signed by Mr. Manuel Valladares and Mr. Leon Silverstein. G. I THERS 1. Notice of Acceptance No. 06- 0905.11, issued to Yale Ogron Windows and Doors, Inc. for their "Aluminum Tube Mullion — Impact", approved on 11/09/06 • firing on 12/28/11. Menu P.E. Product Contr ' er NOA No. 09- 0617.04 Expiration Date: December 24, 2011 Approval Date: August 26, 2009 E -1 4.000 Lz50D__, TYPICAL WINDOW FRAME RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REGIRENENTS OF THE FLOROA MONO CODE 2007 EDITION INCLIIDINO ICH VELOCITY I IRR A E ZONE (1042). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLMA' BLE BUILDING CODE REOUIREMENTS I.E: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. OUST BE moon* PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN CS OETAES, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TIE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF WO APPROVAL. A LOW DAM NWWE 6 USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS IICIIODIC OR MDT LASTED TO METAL SCREWS. TNT COPE INTO CONTACT WITH OTHER D6SBNIA4 MATERNLS STALL MEET THE MMUIREMEMTS OF 2007 FLORIDA BUM CODE SECTION 2003.5.4. ZEE —1 $]f P 2 STEP 1 STEP • STEP 5 ALL TUBE UU ONS TO BE ALLOY 6053 -TB. MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH AU. MIAMI-DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS DETERMINE DESIGN LOAD SECURED PER ASCE 7 FOR PARTE:INAR COMM. USE APPROVED GAZING PRODUCTS MEETING ABOVE LOAD REGIREMENTS. USE CONNECTION TO MIMINI AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 2 SELECT IAILUON SIZE WITH D ESIGN RATING MORE THAN (TENON LOAD SPECIFIED N STEP I ABOVE. USIA NIC10R TYPES ON SHEET 4 THINE 6 AND ANCHOR WATS ON SHEET 3. SELECT ANCHOR TYPE watt DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED N STEP W ABOVE. PAR 1219— s65— .750 MUI LION CLIP (YE -65) (5063 -TB) (ALT. TO ANGLES) CLIP LEMGTT6 MUST BE CUT TO Fit SNUG INTO TUBE MULLIONS. 1 .728 r 7 1.613 L �' MULLION CLIP (6063 -TO) ,GRIP LENGTHS MUST BE CUT TO FIT SNUG INTO (NO � FASTENERS REOD.) E Np: mama NOM PIA PE / 31063 CAN. 3336 JUN 0 4 1009 .185— BAN i 4.33 MULLION CLIP (6053 -15) (ALT. TO ANGLES) CUP LENGTHS MUST SE CUT TO FIT SNUG INTO TUBE SYMONS. MULLION CLIP (6063 -TS) INTO TUBE THS CBE CUT TO FR SNUG (NO SIDE FASTENERS RECD.) 1.613 ANGLE CLIP (6063 — TS) PPIO Y • $ I L s I (sheet 1 oT 7 ) DESIGN LOAD CAPACITY - PSF (TUQ£ MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) WINDOW DIMS. I X2 STD. 1X3 STD. 114 STD. 2X4 STD. 2X6 STD. MINDOwDIMS' 1X2 STD. 153 ST0. 1%4 STD. 2X4 STD. 2%6 STD. "DIN ( NULL SPAN 11107N (M) MULL SPAN 19 -1/6' 26 -1/Y 30' 37' 42' 48' 53 - 1/0' 60' 68' 72' 74' 38 -3/6' 140.0 140.0 140.0 140.0 140.0 19-lit 26 -1/2' it 37' 42' 45' 53 - I/8' 60' 66' it 74' 84' - 313 110.4 140,0 140.0 136.2 140.0 140.0 140.0 140.0 - 37.2 79.7 116.4 140.0 120.3 140.0 140.0" 149,0 140.0 - 32.6 70.4 102,6 140.0 97.6 140.0 140.0 140.0 140.0 - 28.6 57.1 63.4 140.0 55.9 140.0 140.0 140.0 140.0 - 23.4 50.3 73.5 140.0 75.2 140.0 140.0 140.0 140.0 ■ 70.5 44.0 64.3 140.0 67.9 139.6 *40.0 140.0 140.0 - - 39.7 58.1 127.2 60.2 123.8 140.0 140.0 140.0 - - 35.2 51.4 112.6 54.7 112.5 140.0 140.0 140.0 - • 32.0 46.7 102.4 50.1 1012 140.0 140.0 140.0 - - 29.3 424 93.0 48.8 100.4 140.0 140.0 140.0 - - 28.5 41.7 91.3 18 -I /6' 28 -1/r 30' 3r sr 40' 53-1 /r 60' 66' 72' 74 50 -5/6' 52.2 140.0 140.0 140.0 140.0 19 -1 /8 26 -1/2' 30' 37' 42' 4e 53 -1/6' 60' 86' it 74' 98' - 343 74.0 108.1 140.0 59.3 140.0 140.0 140.0 140.0 - 74.9 53.4 76.0 140.0 52.4 140.0 140.0 140.0 140.0 - 22.0 47.2 58.9 140.0 423 113.3 140.0 140.0 140.0 • - 38.7 534 1394 37.4 101.6 140.0 140.0 140.0 - - 33.7 49.2 123.2 32.5 88.9 140.0 140.0 140.0 - - 29.5 43.1 107.5 29.6 50.3 129.3 140.0 140.0 - - 26.6 359 97.4 26.2 71.1 114.5 140.0 140.0 - - 23.6 34.4 86,2 234 64.7 104.1 140.0 140.0 - - 21.4 31.3 78.4 214 59.3 " 95.4 ' 1394 140.0 - - - 26.7 714 21.2 57.7 924 1316 140.0 - - - 27.9 89.9 19 -1/8' 26 -1/2' 30' 37' 42' 48' 53 -1 /e' 60' 8$' it . 74 se 42.7 122.1 140.0 140.0 140.0 19 -1/6' 28-lit 30' 37' 42' 4r 53-1/r 60' 68' it 14' 106' - 24.2 31.9 75.9 140.0 30.8 818.1 140.0 140.0 140.0 - - 37.5 549 140.0 27.2 774 140.0 140.0 140.0 - - 33.1 48.4 1343 22.0 63.1 119.6 140.0 140.0 - - 26.6 39.2 109.1 - 55.6 105.6 140.0 140.0 - - 23.7 34.6 96.1 - 48.6 92.4 135.0 140.0 - - 20.7 30.2 40.1 - 43.9 833 121.9 140.0 - - - 27.3 76.0 • 369 73.9 IMO 1404 - - - 24.2 67.3 - 36.4 67.2 95.2 140.0 - - - 22.0 61.2 - 32.4 619 20.0 1404 - - - 20.2 56.1 - 313 60.0 07.5 140.0 - - - 54.5 77 mh:T -Safi. 74 -1/4' 26.1 74.6 140.0 1404 140.0 013hV t'''' ry - - 37.9 55.3 140.0 - 334 115.4 1404 1404 - - 27.3 399 111.0 - 47.5 101.9 140.0 140.0 - 24.1 35.3 90.1 - 38.5 02.6 .2., 140.0 - - - 28.6 79.5 - 33.9 724 106.4 140.0 - - - 252 70.1 - 29.7 63.7 03.1 140.0 - - - 22.0 61.3 - 28.8 573 84.1 140.0 - - - - 55.4 - 23.0 51.0 74.4 140.0 - - - - 49.0 - 21.6 46.3 67.7 131.0 - - - - 44.6 - - 423 62.0 120.1 - - - - 40.9 - _ - 41.3 50.4 116.9 - - - - 394 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) MINDOM DIMS. I X 2 STD. I X 3 STD. I X 4 STD. 2%4 STD. 2%8 STD. 910TH (9) HULL SPAN 19- /6' - - 283 41.6 115.6 26 -1/2' - - 20.5 30.0 53.4 30 - - - 263 73.7 37' - - - 21.5 59.9 sr - - - - 52.6 4r 132' - - - - 46.1 53-1 /8' - - - - 41.6 60' - - - - 384 66' - - - - 333 72' - - - - 30.7 74' - - - - 29.9 19 -1 /8' - - 21.9 32.0 69.0 26 -1/2' - - - 73.1 64.3 30' - - - 20.4 584 37' - - - - 46.0 42' - - - - 40.5 4r 144' - - - - 353 53 -1/8' - - - - 32.1 50- - - - - 28.4 6r - - - - 25.8 72' - - - - 23.7 74' - - - - 23.0 MULUONS RATED IN THESE CHARTS MAY BE ORIENTED v[oTrAuv 0 HORIZONTALLY. (INTERPOLATIQN BETWEEN WIDTHS ALLOWED) I MULLIONS =NM 70 SE Mot=EO rNp620MAL M4410N MCC RECT340 R/ SHAPE P6D0001 1 {4/12440 PRDOUCC WARM PRODUCT TYPICAL MU LON ARRANGE_ME.N?S I WIDTH (W) WI sw2 2 MULLION SPAN taws AR9 MOAN CAM. 33M M JI IN 0 4 ZUU9 7 U, 0 3 -I ] 2 W 03 2 2 2 ] MAIM tAl 9 . WINDOW DIMS. ANCHORS TYPE 19 -1 55.2 110.4 50.2 28 -I/2 I. 71.7 38.2 30' 35.2 70.4 32.0 37' 283 37.1 25.9 42 26.1 or 132' 220 53 - 60' �! 72" - WODI TM WLL SPAN A2 A4 AA2 AA4 AAA2 AAA4 82 84 50.3 44.0 39.8 35.2 32.0 29.3 28.5 101.2 73.1 64.5 52.3 46.1 64.0 51.9 25.1 26.7 25.9 92.0 68.4 58.7 47.6 41.9 33.7 30.9 30.1 106.7 77.0 660 55.1 48.6 31.7 29.0 28.2 300.2 723 63.9 511 45.6 69.7 63.3 58.1 58.5 3400 140.0 127.7 103.6 91.2 DESIGN LOAD CAPACITY - PSF 23.0 20.2 403 36.4 - 33.1 - 35.4 36.1 72.1 32.3 - 293 - 34.0 31.9 63.9 100.4 582 115.4 309.3 1 40.0 ® 54.0 76.9 37.1 74.7 69.7 1393 43.5 39.3 341 293 - 26.7 - 30.9 29A 58.3 24.4 - 283 26.6 53.2 U DESIGN LOAD CAPACITY - P97 WINDOW DIMS. warm (w) 39 -3 /6' 26 -1/2' 30• 37' 42' 46 53 -1/6' 60' 66' 72• 74. 19 -1 /8' 26 -1/2' 30' 37. 42" 53 -3 /6• so- ar 72 74 19 -1/8' 26 -1/2 30' 37' 42 or 53 -1 /6" 60' 68' 72' 74' 19 -1/8" 26 -1/2' 30' 37' 42' 46 53 -1/8' 60 68' 72' 74' WO. SPAN 36 -3/6' so-sir 63' 74 -1p ANCHORS TYPE 140.0 137.1 140.0 140.0 131.1 93.2 603 75.7 68.4 603 137.6 1243 110.1 55.0 50.4 49.1 140.0 303.9 91.8 74.4 65.6 57.4 51.8 45.9 41.7 38.2 37.2 115.7 63.5 73.8 591 52.7 48.1 41.6 38.9 33.5 30.7 29.9 982 70.8 62.6 50.7 44.7 39.1 35.3 31.3 26.4 26.1 A4 140.0 140.0 140.0 140.0 140.0 1400 136.7 121.1 110.1 100.9 98.2 140.0 140.0 140.4 140.0 131.1 114.7 103.7 911 63.4 76.5 74.4 140.0 140.0 140.0 1191 105.4 92.2 83.3 73.8 670 61.5 591 140.0 140.0 123.2 101.5 89.4 712 70.7 62.6 56.9 52.1 25.4 50.7 AA2 140.0 124.6 110.1 89.2 70.6 680 62.2 510 50.0 45.9 44.6 130.9 94.5 53.4 67.7 59.6 52.1 47.1 41.7 37.9 34.8 33.6 1052 75.9 67.0 54.4 47.9 41.9 37.9 33.5 30.5 27.9 27.2 89.2 64.4 56.9 46.3 401 35.6 32.1 264 23.9 23.7 23.1 134 140.0 140.0 140.0 1001 91.7 69.2 140.0 140.0 140.0 135.3 119.2 304.3 94.2 83.4 75.9 69.5, 67.7 140.0 140.0 134.1 106.7 951 1131 75.7 67.0 51.0 55.9 54.4 1400 1251 113.8 92.3 61.3 71.1 64.3 56.9 51.7 47.4 46.1 AAA2 340.0 140.0 127 103.4 91.1 79.7 72.0 63.8 56.0 53.2 51.7 340.0 1091 96.7 76.4 69.1 60.4 54.6 48.4 440 40.3 39.2 121.9 68.0 77.7 63.0 55.5 46.6 43.9 36.9 35.3 32.4 31.5 303.4 74.6 65.9 53.5 47.1 412 37.2 330 30.0 27.5 36.7 AAA4 140.0 140.0 340.0 140.0 340.0 140.0 140.0 127.6 116.0 1063 103.4 140.0 140.0 140.0 140.0 336.2 120.9 1092 96.7 87.9 80.6 76.4 140.0 140.0 140.0 128.0 111.0 97.1 67.8 77.7 70.6 64.8 63.0 140.0 340.0 131.9 105.9 94.2 62.4 74.5 65.9 59.9 54.9 53.5 82 340.0 140.0 140.0 140.0 140.0 140.0 135.3 119.8 108.6 99.9 97.2 140.0 140.0 140.0 140.0 1291 1131 102.6 900 62.6 75.7 73.6 140.0 140.0 140.0 110.4 1043 91.2 82.4 73.0 66.4 80.8 59.2 140.0 140.0 123.9 100.4 77.4 69.9 61.9 56.3 51.6 50.3 84 140.0 340.0 $40.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 340.0 140.0 140.0 340.0 1400 140.0 140.0 140.0 340.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 132.7 121.7 118.4 140.0 140.0 140.0 1400 140.0 140.0 139.9 123.9 112.6 103.2 100.4 BOIL ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. MOM (W) 19 -1/8 26 -1/2' 30" 37' 42' or 53 -1/8 60' mr 77 74 19 -I/8" 26 -1/2• 30 37' 42 '46' 53 -1 /8 60' 66• 72• 74' 19 -1 /6• 26 -1/2' 30" 37' 42' or 53 -1/6" 60' 66' n 74. 19 -1/8" 2s-tn• 30' 37' 42' 48' 53 -i/8' 60' 86• 72' 74" Wls SPAN 64 9s- 108" 120' ANCHORS TYPE A2 86.6 62.6 55.3 44.8 39.5 34.6 31.2 27.7 50.3 40.8 35.9 33.4 26.4 25.1 25.1 23.0 22.4 731 54.6 48.4 39.2 34.6 30.3 27.3 24.2 22.0 20.2 67.5 48.7 43.0 34.9 30.7 26.9 24.3 21.5 60.7 43.8 38.7 31.4 110.6 89.7 79.0 69.1 62.5 53.3 27.7 24.2 21.9 A4 140.0 125.2 300.6 563 116.6 814 47.3 94.5 71.6 43.6 93.3 62.9 36.4 72.9 561 32.9 65.8 50.3 29.1 56.3 50.3 46.1 443 140.0 309.6 461 761 169.3 60.5 24.8 220 54.7 46.4 440 40.3 392 135.0 97.4 88.0 691 63.5 53.8 48.6 43.0 39.1 35.9 34.9 121.5 67.7 77.4 623 553 46.4 43.7 35.7 35.2 32.3 31.4 AA2 76.9 55.9 22.9 21.0 20.4 69.0 491 44.0 35.7 31.4 27.5 20.0 81.4 44.3 39.1 11.7 27.9 34.4 22.1 55.2 391 352 283 25.1 22.0 140.0 91 4 140.0 113.9 610 132.0 78.2 61.8 45.7 26.5 530 3313.0 60.0 340.0 99.6 57.7 115.5 NW 51.0 302.0 73.4 41A 62.7 62.9 36.4 72.9 55.0 31.9 633 49.7 AB 57.6 44.0 254 51.0 40.0 23.2 48.4 122.7 71.1 340.0 68.6 51.3 103.6 63A 360 73.5 55.9 32.4 640 44.2 25.6 51.2 31.7 110.4 64.0 128.0 79.7 46.2 92.4 513 29.1 53.3 44.0 254 51.0 35.2 20.4 40.8 29.3 - 34.0 140.0 123.9 44.4 340.0 77.7 59.9 43.5 39.9 85.2 69.0 42.6 34.5 47.9 43.3 33.3 340.0 340.0 140.0 140.0 99.5 91.2 140.0 140.0 140.0 77.7 140.0 340.0 340.0 85.2 77.4 69.0 140.0 140.0 124.3 76.6 69.7 ear ser 72' MI FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWD) ANCHORS SEE CHART MA OPACITY • 71.A. Ft 315663 CAN. 36311 JUN 0 4 2009 Amin fo BE INSCF6E6E0 RECTANGULAR 146 I mullion SPAN 1 0410 u. (sheet 3 of 7 1E A 2♦/J /I a "iI//�G II II I I I" INN Dist. 1 -3/4• TON. EDGE DST. Q d 1 /t• ON. TIMMS BY 'llW 1 -1 /C MN. WOOD PENETRATION 2 PER CUP (1 ON EACH 28Y WOOD BUCK W000 STRUCTURE FLOA TING CUP 1/C OA. TAPCONS BY 'RW I -1 /4 MN. EMBED MO CONCRETE PER CUP (1 ON EAC141 IBY WOOD BUCK FLOATING CUP ANCHORS TYPE 'A2' I /A' am. TAPCONS BY 0W 1 -/ /C MN. WOOD PENCTRATIDN I PER II II I /14 SAM 2 PER ANGLE 1 -3/4 O.C. MN. l/C DA. TAPCONS BY 1TW 1 -1/4' MN. EMBED INTO CONCRETE 1 PER 2 : 2 x 1 ' ALUM /14 SUS 2 PER ANGLE 1 -3/4• O.C. MN. 2 x 2 x 1/8• ALUM ANGLE 1' Mitt EDGE MN. 1 /4' 01A TAPCONS BY ITV I -1 /C ION. W000 PENETRATION . PER cUP (2 ON LA01 1 MN. _ ALL CUPS To FIT SNUG INTO TUBE MULLIONS. TAPCONS MAT BE INK OR FIAT HEAD. ` 28T WOOD BLACK 'coo STRUCTINEE FLOATING CUP I/C DAL TAPCONS BY 'ITW 1 -1 /C MN. EMBED MO CONCRETE 4 PER CUP (2 ON EACH WRY: 1BY W000 BUCK FLOATING CUP A{ORS TYPE 'A4' JUN 1/C o1A. TAPCONS BY The I -1 /I MN. WOOD PENETRATION 2 PER /1• SUS I- 3/C MN. FOR 3' TUBE 2 -3 /C O.C. YN. FOR ALL OTHER TUBES I/C DIA. TAPCONS BY 'Of 1 -1 /4 MIN. EMOEO T INTO CONCRETE PER iM 2 PE ANGLE I -3 /C O.C. MN. FOR 3' TUBE 2 - 3 /C D.C. MN. FOR NJ. OTHER TUBES Twq.: ARSMAD MCAN FLA. CAN. i 3l� 4 [GUS B, I Si 2:2xI /B' AUri ANGLE ALUM - I7,,. M::V1S20 aLivaaRerkIr CM-:to Cary P.tvs�-r� /1/ to 2: 0 141 �T I 1 I I M95 -06A (sheet _4 of 7 ). 1/4' Ou, TAPCONS BY 'ITV 1 -1/4' ION. EMBED INTO MASONRY BL OCN4 1- • 1-3/4' MIN. 2 PER CUP (1 ON EACH 1TIO fC Z 01ST. 1 - - r - - ttig 1 B worn WCR FLOATOG CUP ANCHORS TYPE 'M2' /14 SMS 2 PER ANGLE 1 -3/4' O.C. NIB. 1/4' DY1. TAPCONS BY '11W 1/4' BI . EMBED INTO MASONRY BLOCKS PER -• 1 222x 1 /B' ALUM ANGLE 1 74.1. CUPS To PIT S*IG INTO RUBE MUWOMS. TaPcoNs MAY BE HER OR PlAT HMO. 1/4' OM. TAPCONS BY 'ITV •3 /4' I -I /4' MN. EMBED INTO MASONRY BL 01x/. 4 PER CUP (2 ON EA AC:: 3' + 1/4' Out. TAPCONS BY 1W t -1/4' ANN. EMBED INTO 1050044 ((LOOTS 2 PER .« , 1 1 U t /14915 2 POT TOME FLOATING CUP 1 -3/4' O.C. MIN. fOR 3' TUBE 2 - 3/4' 0.0. MN. FOR All OTHER TUBES ANCHORS -1YPE. -'M4' tor Moos 1330.4 CoAI CAN. 2334 JUN 0 4 4109 2 x 2 x 1B' ALUM 1 -3/4' EDGE 01ST. 3' R M95 -06A A METAL STRUCTURES (STEEL OR ALUM. 1/8' MIS. THCK) STEEL : ►r: 6063 -TS -art. FLOATING CUP-' 1 """/" FLOATIG CUP s11 /14 WAS 2 PER ANGLE 1 -3/4' O.C. Mm. 2 211/8' ALUM B OAWNG CUP ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4' I4 5515 OR 1/4' TENS 2 PER CUP (1 ON EACH WIN.) 114 5MS 2 PER ANCLE 1 -3/4' O.C. Mm. I /14 MANGLE 1/4' TENS 2 261/8 AIWA ANGLE METAL STRUCTURES (STEEL OR A404 1/8 _ -O4, f14CK) STEEL : rp • 36 1051 164. ALUMNA* : 8063 -T5 Mm. ANCHORS TYPE '82' ANCHORS TYPE '84' ALL CL+oS TO FR sow moo rust INKL 14. f juncos MAY BE NE8 OR FLAT MEAD. 2 PE Ana 1 -3/4' O.C. Mm. FOR r TUBE 2 -3/4' O.C. MIS. FOR ALL OTHER rusts 4 PER CUP 1/4' TtKS (2 OR LACK um) X14 SMS 2 PER ANGLE 1 -3/4' O.C. MUL FOR 3' DM FLOATING CLP 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 4 2009 u ▪ 1 2K2At ALUM 114 SMS OR 1/4' TEAS 2 PER ANGLE PRODUCT MIRED o ssA1sb61Al1it1►Mt Phi* 055 P. , Y ie ij' i , I CAI sheet 8 of 7 APPROVED Of' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Wl v v ..° vim MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode T.M. Window & Door LLC. 601 N.W. 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. Y 7� 3 not �✓ . 1 + ras DES, v r „ = _� O`1��'Ses ���8� Atuutt�u+�dVhow, -42, 4 APPROVAL DOCUMENT: Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSJIpE IM1 AST RATIN(. I a nd! Sma11, 41'Ilas lie I Pa k.Jtes lstant LABELING: Each unit shall bear a permanent label v►nth the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 1120.10 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 Carlos M. Utrer N 1 Eaptrationf1)ate Janu 08, 2 34 J) Ap kb �a1 bate: 116,2009 Page 1 T.M. Window & Door 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 last revision F dated 03/30/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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. "Evidence Submitted under NOA # 07- 1120.10" 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 2782 (FTL00114), FTL- 2784 (FTL00140), and FTL -3803 (FTL03072), dated 11/06 /01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Submitted under NOA # 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 # 0806.0242, dated 09/24 /02, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03- 0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/17 /09 and 03/30/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 E -1 arlos . Utrera, P.E. Product Control Examiner NOA No. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 07- 1116.11, issued to SAF -GLAS for their "SAF -GLAS Polycarbonate Laminate ", dated 12/12/07, expiring on 12/16/12. 4. Notice of Acceptance No. 07- 0525.06, issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 01/03/08, expiring on.02/08/13. 5. Notice of Acceptance No. 08- 0709.04, issued to Nebula Glass International dba Glassslam for their "Safety-Plus II — Laminated Glass ", dated 09/11/08, expiring on.08 /07/13. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 02/17 /09, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 4. Laboratory compliance letter for Test Report No. ATL- 0806.02 -02, issued by American Testing Lab of South Florida, dated 09/04/02, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03 -0925.04" G. OTHER 1. Notice of Acceptance No. 07- 1120.10, issued to T.M. Window & Door, LLC, approved on 05/01/08 and expiring on 01/08/09. E -2 Car os . Utrera, P.E. Product Control Examiner NOA No. 08- 0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING NIGH VELOCItY NunRoNE ZONE DM42). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING OUT NOT UNWED TO STEE N. SCREWS. THAT COME INTO CONTACT WITH OTHER DISSNDLAR MATERIALS SHALL MEET THE REQUIREMENTS OF 200//2007 FLORIDA BLDG. CODE SECTION 2003.5.4. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FALSE IA SURFACE APPLIED OPTIONAL r II 11 11 1 11 I 11 1 •� I' II • 11 1 - - -• ry l 11 1 11 11 I" 1 1 11 '. 1: 11 i��i !1 11 11 II II 11 11 It I I II 11 I. I , I I n I I II II 1 II 1 1 11 P I II ___ 11 ____ tl _ J'I - II I It I II 5 1YPICAL E Fyy moue, ammo se amply* wills iho Pleas aellersCoas ww/sms Ns S i i F. PniIW and sheaf 1 of 5 ) DESIGN WAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C GLASS TYPE () CLASS TYPE 'E' WIDTH LENGTH EXT. (0 IN!. (X) EXT. 0) INT. CZ EXT. 0) INT. <X) 19 -I /e 75.0 750 90.0 90.0 93.0 90 0 26-1/2' 75.0 754 90.0 904 950 95.0 sr 28' 75.0 75.0 90.0 90.0 95.0 95.0 53 -1/e 750 75.0 90.0 90.0 95.0 950 t9 -1/e 75.0 75.0 90.0 90.0 95.0 950 26 -1/2' 75.0 730 90.0 90.0 950 050 3r 30 -3/8 75.0 75.0 90.0 90.0 95.0 950 53 4/A'• -- 75.0 75.0 900 90.0 95.0 95.0 19 - 1/6' ; _.:.75.0Z :: 7 -- Q_•-`:< 9D0 90.0 95.0 930 26-1/2 :. . 730-.- 7 )O = =3900 90.0 950 950 37' , , 75A 75.0 900 90.0 950 95.0 53 -I/e• 75.0 75.0 65.3 e5.3 93.0 95.0 19 -1/e b 75.0 75.0 900 90.0 950 95A 26 750 75.0 90.0 90.0 95.0 95A 3r 75.0 750 900 90.0 95.0 95.0 53 -1/e 75.0 75.0 813 51.3 950 950 19 -1/5' 75.0 75.0 90.0 90.0 95.0 95.0 26-1 /" 75.0 75.0 90.0 90.0 95.0 950 3r 74 -1 /4 75.0 75.0 90.0 900 95.0 95.0 53 - 1/e 75.0 75.0 813 81.3 95.0 950 DESIGN LOAD CAPACITY - PIN' WINDOW DINS. VIOTH 3e• sr sa ss- 65' 7r 36' 42' 4r 54 eo- 65' 77' 36 0 se• 54• 60' 66' 72- 36' 42' 45' 34' 60• 56' 72' 36 42' 45' 54 so- ar 22- 38 42' 45' 54. Do• 855- 36• 4r 4r 54. 60' 65• 35' 42 4e- 54" 50' 36- 4r 49• 54• 50• LENGTH 46' 50' 72' 64• 96• 102' 106' 114 120' GLASS TYPE 'C EXT. (•) INT. C 75.0 75.0 75.0 750 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 900 95A 900 950 900 95.0 90.0 95.0 900 95.0 90.0 95.0 900 95.0 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 72.0 72.0 72.0 72.0 72.0 72.0 75.0 75.0 73.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 90.0 95.0 90.0 95.0 90.0 950 50.0 95.0 72.0 95.0 90.0 904 90.0 900 72.0 XX XX XX XX 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 X X X X X X X X 75.0 75.0 X X X X 754 75.0 75.0 750 X X X X X X X X X X x X X X X X 75.0 75.0 750 75.0 X X XX XX I XX X X 4 XX XX 75.0 750 75.0 75.0 X X X X X X X X X X X% XX XX 75.0 750 X K XX X X XX 75.0 75.0 XX XX X X X X xx XX XX X X GLASS TYPE b' GLASS TYPE 'E' EXT. CO 904 90.0 90.0 90.0 90A 90.0 90.0 990 930 900 954 90A 90A 900 00.0 95A 720 95.0 500 72 .0 72.0 72A XX XX 90.0 X X 90.0 57.4 77.7 X X XX 900 900 77.7 KX x X 954 X x 56.4 XX XX X X 900 90.0 X X XX 90.0 69.7 XX X X X X X X 90.0 XX XX X X X X XX X X 90.0 XX XX XX XX INT. < -) EXT. 0) 90.0 95.0 72.0 050 72.0 95.0 x X 55.4 x X 79.2 90.0 954 90.0 950 67.4 95.0 77.7 95.0 XX 95.0 XX 544 X x 799 90.0 95.0 900 95.0 77.7 950 x x 910 x x 799 90.0 95.0 90.0 95.0 X X 95.0 XX X XX X X 95.0 X x 930 x x 644 900 950 59.7 95.0 x x 950 X x 910 XX 95.0 X X 56.4 90.0 93.0 x X 95.0 x X 95.0 X X 950 X X 95.0 X XX .900 950 x INT. < -) 95.0 950 95.0 95A 950 95.0 95.0 95.0 910 95.0 55.0 950 95.0 950 93.0 95.0 95.0 544 79.2 95.0 95.0 950 95.0 950 55.4 79 4 95.0 95.0 95.0 95.0 55.4 79.2 95.0 95.0 95.0 95.0 95.0 55.4 95b 95.0 95.0 950 950 65.4 95.0 550 95.0 95.0 93.0 95.0 95.0 x x 95.0 x x 95.0 x X 950 95.0 95.0 95.0 DESIGN WAD CAPiIGITY - PSP WINDOW DINS. WIDTH 36• s2• 45' 54• 36• 4t 48 54• 35' .r or 75 " 42 48' LENGTH 126 132' 135' 144 CLASS TYPE 'C EXT. C.) 75.0 X XX XX XX XX XX X X XX XX XX XX XX XX XX X X XX X X xX X X x K XX XX XX GLASS TYPE IN). ( - 75.0 X X XX X X EXT. Co) 90.0 X X X XX XX XX XX X X XX XX XX XX X x x INT. CO 90.0 X X X X X GLASS TYPE 'E' EXT. (4) 950 05.0 95.0 950 95.0 930 950 950 xx X x x X x 954 95.0 95.0 TNT. ( - 93A 950 954 950 950 95.0 95.0 950 95.0 95.0 950 X X R K XX XX XX XX 95.0 950 95.0 950 95.0 95A SUCONE DOW CORDING 995 0 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 3/16' NEAT STREN'O GLASS { 120 ERUYER U I N T VEKOL -U0. RESIN 3/16 HEAT STRENb GLASS N ?j s4K:ONE TRENCO TRENpAZE 5500 NOM MOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR NOR120NTAL*Y AS SIN ABOK. /10 X IS PDL MS AT 22' O.C. W 3/16' HEAT STREND GLASS .015 ADHESIVE BY 'SSAF -GIAS' .070 P0LYCARBONATE WI*NATE BY 'W -GUS .015 ADHESIVE BY 'SAY -GLAS' 3/16 HEAT STREWS CLASS GLASS TYPE. 'D' SUCKLE 0E100 TREYGU2E 5500 GLAZING OPTIONS Eager OR. NU4AYOON i*000 !u► VC 1 16557 CAW. 3535 1 Ma GLASS TYPE 'E' 1000UETSOMB as ewwt57se A the ran& AoswasweNs card LL h 0 h hawing 90. W03 -52 (sheet 2° s.. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CLASS TYPE 'F' GLASS TYPE 'C' GLASS TYPE '11' GLASS TYPE T WIDTH LENGTH EXT. (.) INT. C-) EXT. (•) INT. C -) EXT. 40 INT. 4 -) Ext. C.) INT. 4 -) WY XSffi� or 800 50.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 800 80.0 90.0 900 90.0 111.0 90.0 140.0 80.0 90.0 90.0 90.0 90.0 111.0 90.0 140.0 60A 80.0 90.0 90.0 90.0 111.0 90.0 140.0 800 80.0 90.0 90.0 90.0 111.0 90.0 *40.0 76.3 78.5 90.0 90.0 90.0 111.0 90A 140.0 I7t7S 140. 80.0 800 90.0 90.0 90.0 111.0 90.0 140.0 40,0 80.0 90.0 90.0 90.0 111.0 90.0 140,0 80.0 60.0 90.0 90.0 93.0 1114 90.0 140.0 71.1 71.1 90.0 50.0 60.0 98.7 60.0 124.4 64.0 64.0 72.0 72.0 720 66.0 72.0 1120 640 640 72.0 72.0 72.0 660 72.0 112.0 64.0 64.0 720 72.0 724 69.6 72.0 1120 es It 72' 80.0 60.0 90.0 900 90.0 111.0 90.0 140.0 80.0 800 90.0 900 900 111.0 90.0 140A 76.5 765 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 96.7 80.0 124.4 84.0 64.0 720 72.0 72.0 880 72A 1120 R7T7 i 600 80.0 90.0 90.0 90.0 111 A 90.0 140.0 690 69.8 90.0 90.0 900 1110 900 1400 65.4 65.4 90.0 900 90.0 111.0 90.0 140.0 64.1 64.1 80.0 800 80.0 98.7 BOA 124.4 R7 S 75.9 75.9 900 90.0 90.0 111.0 90.0 140.0 64.3 84.3 90.0 90.0 90.0 111.0 900 140.0 590 590 900 90.0 900 111.0 90.0 134.7 36' 42' 102' 73.8 73.9 90.0 90.0 110.0 111.0 90.0 140.0 64.5 64.5 90.0 90.0 90.0 111.0 40.0 140.0 36' 42' 140 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 81.3 900 90.0 90.0 111.0 90.0 140.0 36 114' 74.0 74.0 904 900 90.0 111.0 90.0 140.0 36' 130' 740 74.0 900 90.0 90.0 111.0 90.0 140.0 36' 128' 72.7 72.7 900 90.0 90.0 111.0 900 140.0 DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE 'F' CUSS TYPE 'C' CLASS TYPE 'N' GLASS TYPE '3' HIOTH LENGTH ExT. c.) INT. cx) Ext. (•) INT. 00 EXT. 07 IN?. (x) EXT. Co INT. cX) 19 -1/6' 26 -1/2' 37' 83 -1/6' 80.0 60.0 90.0 90.0 90A 111.0 90.0 140.0 80A 60.0 900 90.0 900 1110 90.0 140.0 600 80.0 90.0 90.0 90.0 1110 90.0 140.0 80.0 400 90.0 900 900 1110 90.0 140.0 19 -1/6' 26 -1/2' 37' 53 -1/8' 38-3/6' 80.0 800 90.0 90.0 900 1110 90.0 140.0 60.0 80A 90.0 90.0 900 1110 90.0 140.0 80.0 60.0 900 904 900 1110 90.0 140. 80.0 80.0 90.0 90.0 900 1110 900 140.0 19 -1/0' 26-I /Y 37' 53 -1/6' 50 -5/6' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 110.0 80.0 900 90.0 900 111.0 10A 1400 80.0 80.0 90.0 90.0 90.0 111.0 40.0 140.0 75.9 75.9 85.3 68.3 85.3 105.2 85.3 132.7 19 -1/6' 26 - 1/2' 37' 53 -1/6' 80.0 80.0 90.0 90.0 90.0 1110 900 1400 500 00.0 90.0 80.0 90.0 111,0 90.0 *40.0 60.0 800 90.0 90.0 90.0 111.0 400 140.0 72.3 72.3 81.3 51.3 61.3 100.3 81.3 126.5 19 -1/6' 25-I/Y 37' 83 - 1/6' 74 -I/4' 80.0 80.0 90.0 900 90.0 111.0 900 140.0 00.0 80.0 90.0 904 90.0 111.0 900 140.0 80.0 80.0 90.0 904 900 111.0 900 140.0 71,4 71.4 81.3 513 51.3 100.3 81.3 126.5 0 a CUSS TYPE 'F' a \ 3/18" NEAT STREN'O GLASS .090 94TERLAYER • BUTACCE MB BY 'DUPONT' 3/16' NEAT STREN'D CUSS a CUSS TYPE 'G' GLASS TYPE 'II' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 3/16' HEAT STREN'D CLASS 3/18' TEMP. GLASS .090' 04TERIATER SENTRYG1AS PLUS BY 'DUPONT' 3/16' HEAT STREN'D CLASS 3/16' TEMP. GLASS SaUCON E SIMONE TREMCD SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 GE 7700 .040' IMERIAYER SENTRYGLIS PLUS BY 'DUPONT' • cuss TYPE '3' { L 4 M WIDTH LAID LENGTH DIMENSIONS CM I E ORIENTED WHOLLY OR HORIZONTALLY AS SHOWN ABOVE. 0 ' a I t a I ,a of ,' n u WANK —DADE COUNTY APPROVED MULLION 4 MULUON ANCHORS SEE SEPARATE NBA 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 DEv. FOR sPAEINO I /4' DLL TAPCONR BY 'RWf tR TRACON BY 'mar (R,.m KB. Fr155 KS) INTO 2Br WOOD SUCKS OR WOOD STRUCTURES I -3/8' IAN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR C —SO BLOCKS I -l/4• IAN. EMBED INTO CONC. OR BLOCK DIRECTLY INTO CONC. OR C -90 BLOCKS I -I/4' MIN. EMBED INTO CONC. OR BLOCK I /4• Ft iN DR tilt I INf SCREWS (GRADE 5 CRS, Fret KB In.) INTO METAL STRUCTURES STEEL : 12 GA MN. (Fy - 36 KS MN.) ALLA1NUM : T/8' THK. MN. (6063 —T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) /1e eMS BR S LF 1 SCREWS INTO IAAN —DADE COUNTY APPROVED MULLIONS (MIN. THK. - .1001 TYPICAL FM:F1lISTANFF INTO CONCRETE - 2-3/Er MN. INTO C -90 BLOCK • 2 MN. two WOOD STRUCTURE • 1' MN. NTO METAL STRUCTURE • 3/4' MN. CONCRETE re . 3000 PSI NOR. C-90 NlouoW/FNLEO BLOCK rm . 2000 PS WN. SEALANT; FRAME CORNERS SEALED WITH AL'RYUG SEALANT. tor OR. HUMATOIN STN.CRIRES FA4000 Mme / 31 PR 0 I m9 z 2 V 1 Wooing no. W03 -52 ehoel4ot S ITEM PART / QUANTITY TTIMI. MANP. /SUPPIJFR/R6341103 _; .I CW- 33377 -A 1796 P41-336 4 IMOM FRAME 6053 -T6 - AS REOD. BUONNO STOP MC 6063 -T5 - AS REOD. CATRG STOP TUBE 6063 -75 - _ - 3 BPA -1960 AS RECO. PALING STOP EXTERIOR ANGLE 6063 -T5 - 4 BPA-1960 AS RECD. GATING STOP EXTERIOR ANGLE 5063 -T5 - 6 110 A 1' ■ MO ASSEMBLY SCRENS - P.N. PIS 7 11O R t -1/4' CAZINC STOP SORERs - PJH. SAS 6 TM -174 AS REOD. CAMS BEAD 6063 -TS - (i) GLAZING STOP TUBE GLAZING STOP EXTERIOR ANGLE GLAZING STOP INTERIOR 7NGLE D.L. OPC. EXTERIOR 1 /4' MAR. 1.076 1.645 .045 CO GLAZING BEAD TYPICAL moms SEE ELEV. FOR SPACING MIAMI -WOE COUNTY APPR.D MU.4.04 SEE SEPARATE MOIL P 1BY VIRGO BUMS • TYPICAL ANCHORS SEE ELEV. FOR SPACING • P TYP. CORNER DETAIL I/4' MAX. 01 2009 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SP•co4 708 PlaAst 0446r4 y 1 diow nq no. ry W03 -52 Bh60! sOI_..-I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} Lai rador & Fundora Corp dba V & V Windows 2355 W 4 Avenue Ma leab, FL 33010 -1454 SCOPE: Doolz- t : .. ! {u �7� . , �.'q g ; 11 $ 2 4401 0 ° 1014914 t i '.. , MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.GOV/bulldfnecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Con r i D ol Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisiiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable ulk bing code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi: ' Velocity Hurricane Zone. , �t r 5 ^ - � p API ROYAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out-Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24 /10 with revision "B" dated 08/09/10, prepared by Al- Farooq Corporation, signed and sealed by laved Ahmad, P. E., bearing the Miami-Dade County Product Cont Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade Courty Product Control Division. LIMITATIONS: The maximum positive exterior design pressure shalI be + 66.30 psf where water infiltration requirement is needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distritutors and shall be available for inspection at the job site at the request of the Building Official. This MOA consists of this page 1, evidence pages E-1, E -2, 3, 2-4 and E -5, as well as approval document mentioned above. The stbmitted documentation was reviewed by Jaime D. ,s ' n, P. E. • OPM *44 Expiration Date September . 1;2015 Approval Date September 01, 2010 Page 1 La ' rador & Fundora Cor • dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-08, titled "Series Aluminum Out —Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahznad, P. E. B. .TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Aluminum outswing French door, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 0403.02 -08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, dated March 18, 2010, prepared by Al— Farooq Corporation, dated 08 /10 /10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. • UALITY ASSURANCE Miami Dade Building Code Compliance Office (BCCO). E. TERIAL CERTIFICATIONS Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. • F. TATEMENTS Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Alunad, P. E. Laboratory compliance letter for Test Report No. ATLSF - 0403.02-08, issued by • American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. G. + THERS None. E -1 Jaime D. Cascod, P. E. Chief, Product Control Division NOA No. 10-0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 IN HEM STREWS GLASS 3 /Ir MW STREWS CLASS CLASS TYPE 'A' s /Ir *AMU. AA*L CLASS a GLAZING OPTIONS .090' WITEAMYLR Aar INTERLAYER BUTWATE PAD BY '0*POM' BudOTE PM Br 'DUPONT' We HEAT STREWS CLASS 3 /tr HEAT STREWS GLASS SO 55 N as N. ALASs VP* 7/14 WERMX MASS S.. / cu2INC DETAIL SIDEUTE/TRANSOt1 I THESE DOORS ARE RATED FOR LARGE & SMALL 16554E IMPACT. SHUTTERS ARE NOT REOUSIED. ALUMINUM OUTS 1NC P..NTRANCF DOOR SINGLE (x) MD DOUBLE (xx) LEAF DOORS w/O TRANSOM SEE SHEET 2. SINGLE (O,) AND DD1BLE (0/TX) LEAF DOORS %NTH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIOEUTES SEE MEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SOEUTES AND TRANSOMS SEE SHEET S. LONER VALUES FROM SOEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER 6NF6.TRATION RESISTANCE IS REOL6RED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BU40NG CODE 2007 EDITION INCLUOING HIGH VELOCITY HIAWICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED As SHOWN OR DUALS. ANCHORS EMBEaffM TO BASE W3OT*. SIWJ. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A *00 DURATION NOOSE IS USED IN DESIGN OF ANCKOS INTO WOOD DI4Y. MATERIALS ENCLBNG BUT NOT UNITED TO SCRFa S. THAT CONE INTO Ws I OTHER DISSIMSAR MATERWSL�WET THE REOUWENENTS of 2007 FLORIDA BRAG. COOS SECTION 2003.6.4. Ran 4A741 AVW RA PC WI �!1� toio a (W baring no. 10 -08 (shad 1 RI10 DOORS WAD CAPACITY - PST SINGLE DOORS WITHOUT TRANSOM (X) 0000 004. CLASS TYPE OLSS t.Y.RB 0008 OWL A • - ,.:11. +1 Ko EMT.(.) RAH EM?f•) :: M{ -) _ 37 -5/0' 96• 70.0 00.a ; MO 756 39 -5/6' 756 06.3 75.6 06.3 75A DOORS LOAD CAPACITY - PST DOUBLE DOORS WITHOUT TRANSOM (XX) 0000 004. CURS TYPE 'A' OLISS-TYPE 'B' !RAMC MOOR FRAME MOW Eff .(.) 542 EMT.(.) rig -) 7Y or 70.0 00.0 70.0 00.0 70' 66.3 756 60.3 756 39 5/6 MAX. 36 3/4' MAX. O MAM �os 1 1 I f l Fl S5 PAWED IMAM M5 OR OECORARAE CARL MAY BE USED TS MAX. FRAME MO* I \ : \ MAU i1 1F..xI, 1i_ I - 26 3/4' MAX. 0.4 ORC. 36 3 /F' MAX. LUA 91CM 26 3/e MAX. 01. OPO. moon AT TS STILE ENDS (4) AT r O.C. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED. ON ASTM E1300-04 (3 SEC. GUSTS) ANO FLORIDA BUILDING COMMISSION DEC(ARATQRY STATEMENT DUOS—DEC-2M .y : AMMO AMMO "Ae.., � Q 3 I (sheet, ;Al? 4 =GE LOAD CAPACITY - PST BIOMES TRH SOME OR MUSIC LEAF COORS 117 OW TWO* GLASS TYPE V LASS TYPE '8' $10001 E 1/0 RDISP. SMDE1= 1/ W M MOP. SWAM 1/0 SERIF - $1000176 1/ mom 560(7. Gtr.(4) 04.(-1 EXT40 OSA -) DLO) 941(-) pa.(i) 6414 -) aX;14s 00 7s.0 66... sir. Gram ..... OW/ /UM MU 70.0 70.0 600 NA 80.0 70.0 80.0 70.0 801 00.0 70.0 80.0 70.0 80.0 no no 70.0 80.0 70.0 00.91 70.0 80.0 70.0 000 70.0 no 70.0 80.0 70.0 80.0 70.0 800 '.. AN42S , " 1 101 "' 70.0 50.0 70.0 630 70.0 80.0 70.0 00.0 70.0 00.0 70.0 000 700 600 704 00.0 70.0 60.0 *0 80.0 glote65-1 no 80.0 701 BOA 70.0 80A 70.0 800 70.0 00.0 70.0 00.0 70.0 800 70.0 001 701 00.0 h X;144 90 70.0 no 70.0 80.0 70.0 800 700 80.0 70.0 800 70.0 60A 70.0 00A 701 80.0 70.0 00.0 70A 60.0 70.0 600 70.0 00.0 70.0 80.0 70.0 60.0 70.0 50.0 70.0 00.0 70.0 80.0 700 60.0 70.0 801 70.0 000 X«AX to 70.0 78.8 70.0 60.0 700 73.6 701 00.0 791.0 71.2 700 80.0 70.0 71.2 700 00.0 87.4 67.4 70.0 691A 67.4 67.4 70.0 00.0 64.1 84.1 70.0 730 04.1 _ 64.1 70.0 WA NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. SURFACE APPLIED MSC WORM OR oECORATIYE GRILL MAY 8E (00.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM (1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAOS -DEC -219 Ea9a "AO r5..0 RA GG 570 AUG 1 0 2010 6LWI RERf. USE AS PER CHART smyl X04 Plarik 1� rIto DESIGN LOAD CAPACITY - PSI' MUTES O/ MU 09 NUKE LEAF 0000.5 M/ TRANSOM 145' cuano or 0 ) tt IC MOOD Y AU. R 6i5TAUlI110N5 ....- MORN 31 3/6' 71 S OPC. 31 3/6' MUTE 10014 INCHES - 4 33 32 ! 98 r fill s SUSS TYPE 'A' CUSS 'R' SIDELITE 7 / STL REINF.11/ EUT li EUSE SI7. R9NP. D GPO. Di. O OPC. DA. CPC. Esl.( +) Mt( -) EsL(+) M.( -) ', M 70.0 60.0 70.0 60.0 .-... ` - AL-FAROOQ CORPORA LNaWEERB `PRODUCT DEVELOP* 1235 S.W. 37 AVE MIAMI, FLORIDA 33174 7EI (303) 2e4.SM0 FAIL (306) S 70.0 60.0 70.0 00.0 IM.1 Ir 70.0 60.0 70.0 60.0 70.0 80.0 700 30.0 R - 70.0 60A 70.0 60A .4/L OL 1 '0d0 TO • • - - aggg 103 70.0 00.0 70.0 DOA 70.0 80.0 70.0 000 O % j% 70.0 00.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 00.0 108 70.0 80.0 70.0 80.0 / I 70.0 60.0 70.0 60.0 I 1: 1: f `\ I I I 70.0 00.0 70.0 BOA '0d0 TO -- =nL = =- N it a _ ti n / ,, u 11 II II 11 II it co (7)ft 800(( 32411D13 WOMS 10@111VIN} LOLroeer & fundero Cory. - d0e -V & V Windows 2355 West 4th Ase. Hialeoh. Fl. 33010 7E1.. (305) 685 -4151 FAX (305) 666 -1042 70.0 60.0 70.0 630 70.0 80.0 70.0 50.0 no gg 114 70.0 80.0 70.0 804 70.0 00.0 70.0 60.0 ,/, / / I / / / j 70.0 80.0 70.0 80.0 70.0 77.4 70.0 77.4 120 70.0 73.6 70.0 73.6 70.0 70.1 70.0 70.1 884 88.6 664 60.6 63.9 63.9 631 63.9 , a , tt \ II \ II \ ` 11 11 \ II _ .) . L� 1 A.: C II gg y SCUM 9n07 WIDTH _ v DOOR 26 3/4' MAX. rust MUMS OR DECORATIVE OREL MAY DE • USED STEEL E C USE AS PER AN 26 3/4' MAX. � C ) AtIC OF (W) ANL1pRS 03. DPO. 36 3/1' MAX. 01. OPG. SILL r., ■ NOTE LW MADTN FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 1'qY% - �� P. 1 1. 1 • �. I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -279 tar AVM MUM CFAL nA. Ci.N. 3131 A //`T fi 1 0 2010 ABM ... , alk61s 6 ... Ms i i • Me _a S -• . • 0 O4 .,,,,s fr . _ _ .. R3 � �� - _ no. W 1 0-08 (sheet S of 12) TYPICAL ANCHORS SEE ELEVATIONS no SPACRM; SEAL&NTS• FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. TYPKAL MOORS SEE ELEVATIONS FOR SPACING TYPICAL MOM SEE ELELSTIO S FOR SPACING M [ rte.! gE FOR,SPAc r f e1 : a `te n r l 20 II&. IV.YJ KSI) 1 74 Ill TRACON BY 'new (r .iTY KM. F SS NSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MN. EMBED INTO CONC. OR MASONRY 114 SINS OR SELF ORRIINC SCREWS (GRME 2 CIS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MN. THK. - .080) INTO METAL STRUCTURES STEEL : I/8' THK. NN. (Fy - 36 KSI MN.) ALUMINUM : 1/8' THK. MN. (6063—TS MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICJU FM' DISTANTI INTO CONCRETE AND MASONRY a 2 -1/2" MIN. INTO WOOD STRUCTURE - r MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD. SILL CR JAMBS re - 3000 PSI MN. C -00 HOLLOW /FRIED BLOCK AT JAM84 rm . 2000 PSI NRN. WEEPS' 3/16' K 3/4' WEEP SLOTS AT 3' FROM EACH ENO TYPO* MOORS SEE ELEVATIONS FOR swam DOOR DETAILS drawing no. W1 0-08 (cheat 8 of 12 TRANSOM DETAILS . ... • • TYP104. ANCHORS SEE ELEVATIONS FOR SPACING . ,� �.�:__ ` ® = V A T 10 PM ENDS 070 VVVVVV I .' IOX3/4FHItXS 0 AND 24 OC. MAX. 10 i 1 o .„.,, „L Low & Fuedoro Corp. dbe—V 8 V windows I 2355 west 4th M.. Mcteob, FL 33010 TEL (304) 185 -4151 FAX. (305) 1181-1042 0.4 OPG D.L. OM. 0 DOORS M/0 TRANSOM CAN BE 1/4 MAX. • /��) 111TH OR iNTNOUT AWN REMFORCING r1 21OI133.LX n fi ANA .• • i4 O.C. MAX MAX \J DOORS S TRANSOM ARE NITN STEEL REM. ONLY SMUTS S FOR is 3 cp 4r) nr to 1I 0 TYPICAL ANCHOV • • FOR SPACING � . �� V� li ti _" ■S OA.OPG ' ir 1 11 1 I • • 1 • « I 'JL i •v 0.1.0 O o FRAME 1110111 LEAP 0101H 0 �I 0 '� -..— Laps JAnO A 4N QG2 0 201 . . "Oft , 1171 PT• • • • W10-08 ro O R SPA SIDEUTE DETAILS ! 1 (sheet 9 et 12) .WEE- PAC, OPTION II! 3 POINT LOCK ASSEMBLY Br 'SUUNAN MD ASSOC.' 7/16' X 3 THROW BOLTS AT TOP MD 60TTOM ENGAGING FRAME AT HEAD MD 50.E THROW BOLTS ATTACHED TO LOCK BY CONNECTING ROOS LOCK LOCATED AT 52 -3/4' FROM BOTTOM LOCK HANDLE AT 49 -1/2' FROM BOTTOM SEWitl_2 CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SWAIN MO ASSOC. LOCATED AT 39' FROM BOTTOM KEY OPERATED ON EXTERIOR AND DOA TURN ON 6RERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46' FROM BOTTOM 14161 1—LIPE CONCEALED FLUSH BOLTS BY 'SUWYAN t ASSOC.' X 2' TWBOILBOLTS Ihr.64014CERMLAT HEAD AND SILL. MANWLLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 36 -32 X t/2' FH MS NOTE: LACKS MOST BE ENGAGED DURING PERIODS OF HURRICANE WARDEN& BINGES; 4 -3/4' BALI. BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/6- FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED MOTH 112 -24 X I/2' FM MS O 7- 13/16' THREE MCI HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/6' FROM BOTTOM RAIL TOP HINGE AT 1 R' FROM TOP RAIL CENTER HINGE AT MDSPAN ICHCES FASTENED WITH /10-24 X 1/2' M MS ITER 2 3 4 TALL CCAER SAME 9110E TOP AND BOTTOM FLAX 6 7 6 11 10 11A 12 124 13 14 15 16 17 174 tI 10 20 21 22 23 24 26 PART 6 V501 1502 1503 v504 V505 V507 1613 1406 1509 V511 V317 V512 5514 5516 XN/Y /10 X 2 /I-32 RECD. 3/ 0008 AS RECD. 2/ LEAF I/ LEAF 1/ LEAF AS REDO. AS RE00. AS REDO. AS RECD. AS REGO. AS MOD. 2/ LEAF 2/ LEAP 3/ LEAK AS REDD. AS WOO. AS READ. AS REGO. AS REC. 2/ ANGLE AS IEOD. DESCRIPTION FRAME ICAO /DMA FRAME SILL 16NCE STILE LOCK HAD ASTRAGAL STILE INACxNE AsntAGN. smE SWEEP ADAPTER SIOQRE ADAPTER GLAZING BAD - 5/16 MATING BEAD - 7/16 swoon SiDFE7NER FLUSH BOLT SIWPORT ANGLE BALL 01JW610 HINGE ASSEMBLY 3 PIECE HINGE ASHY FW SEAL FIE EtATHERSIRIPPMG SIRE AEIRII RSLPoPPING GLAZING ADAPTER SCREWS FRAME ASSEMBLY SCREWS SAE UTE ADAPTER SCREWS SUPPORT NW SCREWS BUMPER SPACER MATERIAL 6063 -TO 6063 -T6 6063 -TO 6063 -TI 6063 -16 6063 - 6063 -T6 6063 -T6 6063 -T6 6003 -T6 6063 -TO 0063 -TO 6063 -TO RE4NFORQNG 01A10EL 3/6 TERMED ROD STEEL. STEEL 6063 -TS SAMOPREINE ST. STEEL St STEEL ST. STEEL ST. STEEL SEALANTS' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH P11 SILICONE. Eeln JAWO AYNAO Fresta 42 CAN. C AU. 0 2010 114141. /SUPPUER /RMIARES 36 KS 1 -1/2' X 3/16' OUAOIIETER *60 PH TEKS, AT 2' FROM ENDS t 6' O.C. MAX. PH W1 MAO Aspro OY46K61fiAK1 af. CPA ;,'7177 9 il leE s aT Ora n a I drawing no. W10 -08 (ewe' Toot 12) 4.000 () FRAME HEAD /JAMB r- ,.750-i L J TOP & BOTTOM RAIL '.500 .040 .388 1.808 (') SWEEP ADAPTER 032 ( .485 TYP. 1.010 1.164 SILL COVER n FRAME SILL (`) 4m0 HINGE STILE \°J INACTIVE ASTRAGAL STILE C ;) LOCK /ASTRAGAL STILE 2.251 L .078 -- -2.200 (') SIDEUTE STILE 4.178 -1 1.133 r 614 -M 1.313 T ; SIDEUTE ADAPTER .082 I L 110 -24 x I/2' YN HS CRS TYPE 23 3 PIECE HINGE 3-1 /2 g 112 -24 x 1/2' CH ITS CRS TYPE 23 BALL BEARING HINGE 3.532 .250 { 1.210 r- ,n 12 STIFFENERS 3.782 GLAZING BEAD - 7/t6' GLASS GLAZING BEAD - 5/16" GLASS bqr aos Nww Era CAM. 3538 AU 1 0 1010 (sheet 11 0112) t her Awe ewe fall AA PC .Ma AUG 0 2010 drawing (sheet 12 01 12)