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WS-16-1645 844 ', 464 Miami Shores Village e°'vs 9 l�df Ti int, 10050 N.E.2nd Avenue NE I �} �0,Ice # Miami Shores,FL 3313&0000 , hw='moo° Phone: (305)795-2204 fi Expiration: l 21(2016 Issue Project Address Parcel Number Applicant 162 NE 107 Street 1121360070190 CARLOS ROMERO Miami Shores, FL 33161-7032 Block: Lot: Owner Information Address Phone Cell CARLOS ROMERO 162 NE 107 Street (786)999-2171 MIAMI SHORES FL 3338- Contractor(s) Phone Cell Phone Valuation: $ 5,500.00 HOME OWNER _.. , ...,_.,.. _.. ..... _ ., Total Sq Feet: 0 Type of Work:REPLACE WINDOWS(11 OPENINGS) Available Inspections: No of Openings:11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-6-16-60180 DBPR Fee $3.15 06/23/2016 Credit Card $50.00 $195.90 DCA Fee $3.15 Education Surcharge $1.20 06/24/2016 Credit Card $ 195.90 $0.00 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $15.00 Technology Fee $4.60 Total: $245.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume respon bility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. 1 OWNERS AFFIDAVIT: I certify that all t foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F thermore,I au orize the above-named contractor to do the work stated. June 24,2016 Authorized Signatur :O ner / Applicant / Contractor / Agent Date Building Depa ent Copy June 24,2016 1 11� `� Miami Shores Village f - - 6 - Building Department ` JUN I � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ¢' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S.{,(i FBC W4 _ BUILDING Master Permit No. 0- PERMIT -PERMIT APPLICATION Sub Permit No. 0 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: 162 NE 107 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Carlos Romero Erives Phone#:858-2481190 Address:162 NE 107 ST City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: NSA Phone#: Email: CONTRACTOR:Company Name: N/A Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City State Zip: Value of Work for this Permit:$ 5 ®� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE WINDOWS Specify color of color thru tile: Submittal Fee$ `C� Permit Fee$ `� CCF$ CO/CC$ Scanning Fee$ ` Radon Fee$ DBPR$ !S Notary$ '� Technology Fee$ Training/Education Fee$ 2-0 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvfd and a ref ection fee will be charged. Signature Signature OWN Jo AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of T �e 20 0 C�6 by day of ,20 by who is personally known to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: 0�0�"°Goy Notary Public State of Florida Seal: .t Joanna Pdf Feliciano My Commission FF 082753 Aee,rid' Explree,01/12/2018 +�aW1yM414,n APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) c Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 /� OWNER BUILDER DISCLOSURE STATEMENT NAME: G A o f r O iM C P C r I V E S DATE: ADDRESS: Q co ti /� & 10 -1 ST 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. 1. 1 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. — 1 Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. A Initial ��/w'� 3. 1 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 cracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building If the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or 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. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial C/E 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 1W 7. 1 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 —1 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial- 9. 1 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. Initial 10. 1 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.mvfloridalicense.com/dbpr/aro/cilb/index.html Initial 11. 1 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: 1102 Alf 10 :- S T Initial 12. [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. P./t Initial L/��' 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. mai+ Was acknowledged before me this C- day of une 20 I X" C. BYO6 rJ(Z��� C: VeS • who was personally known to me or who has ra Ly N G-n[i C Z C/! -n n Produced there License or � ' as identification. o ° T W ° UNR NOTARY N. OSCAR GONZALEZ, P.E. Consulting Structural Engineer 11462 S.W.75 Ter. Miami,Florida 33173 Phone:(305)596-4874 JUN 2'3 2016 MecaWind Pro v2 . 2 . 7 . 5 per ASCD Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.coa Date 6/16/2016 Project No. NOG 1650 Company Name N. Oscar Gonzalez, P.E. Designed By NOG Address 11462 SW 75 Ter Description Wind Pressures One Story Res City Miami Customer Name Carlos Romero State Florida Proj Location 162 NE 107 St. Mimi Shores FL File Location: C:\Documents and Settings\Oscar Gonzalez\My Documents\My Windl0 Files\carlos romero.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) - Basic Wind Speed(V) = 175.00 mph Structural Category - Ii Exposure Category = C Natural Frequency = N/A Flexible Structure = No Z Importance Factor = 1.00 Rd Directional Factor = 0 85 O Damping Ratio (beta) = 0.01 ® W F Alpha = 9.50 Zg = 900 00 tg At = 0.11 Bt = 1 00 ` Am = 0.15 Bm = 0 65 d U � W Cc = 0.20 1 = 500 00 V cc Epsilon = 0.20 Zmin = 15 00 O Pitch of Roof = 4.444445 12 Slope of Roof(Theta) = 2032 ,? h: Mean Roof Ht = 15.00 ft Type of Roof = HIPP D �> RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 10 00 , m U J OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w so €-a Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge 50 00 C Length of Hipped Ridge = 1.00 ft Roof Slope on Hip End = 20. Table 26.11-1 Internal Pressure Coefficients for Buildings, GCp! � ;.,. � '. }- GCPi : Internal Pressure Coefficient = +/-0.18 LLJ a F- O U U J Q_ _ F- Z Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .E • •• { G Cly < pi • • •• Vdth of•Prql%sure Coefficient Zone "a" _ = 5.00 ft 99.9•• Description Width Span Area Zone Max Min Mas P Min P •:•••• • • i 9 i ft ft ft^2 GCp GCp psf psf • • -------_•a•0.•�0--------------------------------------------------------- •i•••0 •• evbi.ndows •• 0• 2.00 5.00 10.0 4 1.00 -1.10 40.05 -43.45 09.00 0 %ilidows�••�•• 2.00 5.00 10.0 5 1.00 -1.40 140.05 -53.63 00000 •9 0K2�c:CorV.o 1 gC01ad. Table 6-3 Case 1 = 0.85 • i•9.9i 0 Qkxc:.O0266iW^2*Khcc*Xht*Rd = 33.94 psf 0. 6•999• • •• • 0::: • 0000 •• • 000000 0000 • • • •0000 CITY C" . .,ot. P y e 4 s Window NOA Approval Size Opening Design Pressure W H + - A 15-0602.06 30.5 61 70 90 B 15-0602.05 36 49 80 80 C 15-0602.06 36 49 70 90 D 15-0602.06 19.125 37 70 90 E 15-0602.06 36 49 70 90 F 16-0126.01 11-1213.08 OLD 53.125 49 70 70 16-0126.01 11-1213.08 OLD 53.125 49 70 70 G 15-0130.02 53.125 49 70 90 15-0602.05 53.125 49 70 90 H 15-0602.06 25 26 70 90 1 15-0602.06 25 26 70 90 •... . .. 0000.. 0000.. 0000.. 0000.. .. .. .. .. 0000. ....• .. 0000 .0000. 0000.. 000000 •..• see • . . 6/21/2016 -Miami-Dade County Miami-Dade County Building Product Information for N.O.A. 16-0126.01 NOA 16-0126.01 LJ (library/productcontroUnoa/16012601.pdf Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Fixed Material Aluminum Applicant AWP Windows and Doors, LLC(pc-result detail app.asp?app alias=102671) Expiration—Date December/13/2021 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 70 Description Series"Exterior Glazed"Aluminum Fixed Window-L.M.I. Green Sustainable Attributes NONE • 0e Fcr"gq,tViled deSCAption on3he•FK%Status,click the NOA File Status Key.(/buddin4/pc-result key app.asp) • • • • • PA44L%81gEdited:Wed Apr 22,2©152:06:29 PM • ••egos 99 •o •• •• *999• •• • •••• • • • • • • • 9• 0000 600.0 • 9 6090•• • s,. •• •0.09• •••• • •• • • • • w httpI/www.miamidade.gov/buildingtpc-result app.asp?fldNOA=16-0126.01&BasicSearch=Go&Classification=0%2CUnkrKwn+�/,2F+Unselected%2C1&applir-a... 1/1 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 l 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy. AWP Windows and Doors,LLC 8130 NW 741 Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AW (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Exterior Glazed"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W06-84, titled "Exterior Glazed Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 12/11/06, with revision D dated 04/22/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSEMENT: 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 NQz4 �.11.be provided to the user by the manufacturer or its distributors and shall be available for inspection at:heigb;it;4 t o*equest of the Building Official. This NOA renews and revises NOA#11-1213.08:146tjsip;7f;his-page 1 and evidence pages E-1,E-2, and E-3, as well as approval document meritionecf ab0e. ' ' • •• The submitted documentation was reviewed by Jorge M.Plasencia,P.E. . ... . ... . . . . . . . . . . . . � � � NOA No.16-0126.01 MIAMI RADE Cot1NTY U�/ " ' '•• • •• •Expiration Date: December 13,2021 ° Approval Date: June 16,2016 . Page 1 .. Or . . . . . . . . . . . .. .. see . .. .. ... . . ... . . AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W06-84, titled "Exterior Glazed Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 12/11/06, with revision D dated 04/22/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows,O-O configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6600,dated 08/30/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA #11-1213.08) (All test reports below submitted under previous NOA #01-0102.05) 2. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum arch fixed window(3/16"temp), prepared by Hurricane Engineering&Testing Inc., Report No. HETI-00-1174A, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16"ann), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-1174B, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 4. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hurricane Engineering&Testing Inc., Report No. HETI-00-1174C, dated 10/19/00,signed and sealed by Arshad Viqar,P.E. 5. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by HurricW YngineTrinjg&Testing Inc., Report No. HETI-00-1174D,dated 13)/19/01,sig cell jnj seajed by Arshad Viqar,P.E. Jorge M.Plasencia,P.E. ' Pr duct Control UnitSupervisor NOA No. .. . . . . . .. . . 16-0126.01 ' '•• •• •expiration Date: December 13,2021 Approval Date: June 16,2016 ••• . -a . ••• • . •• •• . . . •• •• ... . . . ... . . AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBN11TTED B. TESTS(coNTINuED) (All test reports below submitted under previous NOA #01-0102.05) 6. 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 installation diagram of an aluminum rectangular fixed window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-907A, dated 12/06/00, signed and sealed by Arshad Viqar,P.E. 7. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1162,dated 12/6/00, signed and sealed by Arshad Viqar,P.E. 8. 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 installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-907B, dated 12/6/00, signed and sealed by Arshad Viqar,P.E. 9. 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 installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc., Report No. HETI-00-916, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 10. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(3/16"ann), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1163,dated 12/6/00, signed and sealed by Arshad Viqar, P.E. (Submitted under previous NOA #01-0102.05) 11. 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 installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc., Report No. HETI-00-917,dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 12. Test reports on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(1/8"arm), prepared by Hurricane Eru fteeftg8j T•e�s jn s Report No. HETI-00-915, dated 1216/00,signed and sealed-b�y A AhatCVlg3r,000 � '.• Jorge NL Plasencia,P.E. • • • Product Control Unit Supervisor ' •• •• NOA No.16-0126.01 ' ••• • •• •expiration Date: December 13,2021 Approval Date: June 16,2016 . . . . . . . . . . so* . .. .. . . . .. .. AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2014, 5'' edition, prepared by Al—Farooq Corporation, dated 04/20/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2014, and of no financial interest,dated 04/20/15, signed and sealed by Javad Ahmad,P.E. 2. Sales agreement between AWP,LLC (Acquiror)and Arch Aluminum&Glass Enterprise, a Delaware Corp(Asset Seller)dated MAR 20,2014, signed by Paul Schmitz,President and Tim Morris Jr.,President,respectively. 3. Statement letter dated April 20, 2015,issued by Trulite Window&Door Solution, LLC, stating Trulite has legally sold to AWP Windows and Doors, LLC,all the NOA(s)per schedule A and gave-up all rights to NOA(s) and request to rescind all NOA(s)under Trulite,signed by Kevin Barret, CFO (Trulite). 4. Statement letter dated July 15,2014 requesting name change from Trulite windows and doors solution, LLC to AWP windows and Doors,LLC,signed by Gerardo Beros, Director of Engineering(AWP). G. OTHERS 1. Notice of Acceptance No. 11-1213.08, issued to Trulite Window & Door Solutions, LLC for their Exterior Glazed Fixed Window — L.M.I., approved on 02/02/12 and expiring on 12/13/16. .. ... . . . . . .. goo 0 0 0 Jorge M.Plasencia,P.E. . . • Product Control Unit Supervisor • • NOA No.16-0126.01 ' ••• • •• •Vxpiration Date: December 13,2021 Approval Date: June 16,2016 ... 1J z3. ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WINDOW WIDTH FALSE� NUNDNS)) 15 O/ (SMAY BIACE Pl1SED y 7u Q� Qri 8 f Ii II li � M C ili eY li QLLaQ d il, ii ii 0�n O 2I J WINDOW WINDOW WIDTH WIDTH I • n u u ••••••3 i• •� !� s• ii B ii �� $ 0 , • •� • �• 3 it '--�' 81 ••• •• I I •• r••g •• �.L • J • � • � off, • •••••• 12'MAX. •s• •• •• HEAD/SILL WWDQ%WITS •*IDM#MUTH CORNERS HEADSILL a' N •• •• ERS I r I • • • j •••••• _ Z so po• zri r— — r'—— 1 TYPICAL ELEVATION I 0 7^ • •• € •I••• I o n :s• .:� •; •• •• . I �8 0 ••• •• I I 3•i I EXTERIOR GLAZED ALUMINUM FIXED WINDOW i • L s•• *_j J APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 1 0:0 •• WINeiOMYJbTH • WINDOW WIDTH Y•A•• COMBINATIONS OF FIXED/FIXED OR FlXED WITH OTHER MWMI-RADE COUNTY APPR'D WINDOWS USING MIAMI-RADE COUNTY. •••• APPROVED MULLIONS IN BETWEEN. oilg R n .-—— ——— r , LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL X14 B ENTIRE a I F WILL APPLY TO EE SYSTEM. '% DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS m 9I 3 I I ' 3 SHOWN ON SHEET 2. L ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ku REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYgig HURRICANE ZONE(HVHZ). - - P°cis�m %A�---NDOW W10TH � WIDTH WINDOW WIDTH WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER TM�RS ARE ARE RATED FOR LARGE&SMALL MISSILE IMPACT. LOADS TO THE STRUCTURE SHUTTERS ARE NOT REQUIRED. f — l ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS • PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALT BE BEYOND WALL DRESSING OR STUCCO. - ...CNS.. r ,,pE ascomp 1 wiRh Uro FloHdo ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AX_ BuMng 3 3 3 NOT PART OF THIS APPROVAL. NOA-No. 18-0128.01 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Expiration Bae•12/13/2021 ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE. _ - By drawing p !ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LMffEO TO STEEL/METAL SCREWS.THAT ~ M uet Coehol VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A x.20 i W06-84 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. I REQUIREMENTS OF THE FLORIDA BUILDING CDDE. Lsheei � of 3 DESIGN IDA D CAPACITY - PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF . GLASS TYPE'A' CLASS TYPE'B' GLASS TYPE A' GLASS TYPE$' GLASS TYPE'A' MASS TYPE'E' O7 I WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'H' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' 3 VIDTH LENGTH EXT,(-)I INT.(-) EXT.(+) INT,(-) EXT,(+) INT.(-) VD)TH LENGTH EXT.C+) INT.C-) EXT.(+) INT.C-) EXT.(+) INT.C-) WIDTH LENGTH EXT.C+) INT.--(-) EXT.(+) INT.(-) EXT. (+) INT.(-) O 19-1/8' 70.0 70.0 65.0 65.0 65.0 65.0 18' 70.0 70.0 65.0 65.0 65.0 65.0 18" 70.0 70.0 65.0 65.0 65.0 65.0 {1 26-1/2' 28" 70.0 70.0 65.0 65.0 85.0 65.0 24' 70.0 70.0 86.0 66.0 66A 85.0 24" 86.8 88.8 65.0 85.0 85.0 85.0 $ !� 37. 70.0 70.0 BSA 65.0 86.0 86.0 30' 70.0 70.0 85.0 65.0 65A 85.0 30' 472 47.2 65.0 65.0 65.0 65.0 4y 5Z-1/8' 70.0 70.0 65A 55.0 65.0 65.0 38' 70.0 70.0 55.0 85.0 55.0 65.0 36' 88" - - 59.1 59.1 65A 65.0 [+I 19-1/8" 70.0 70.0 65.0 65.0 65.0--__654 42' 24, 70.0 70.0 65.0 65.0 65.0 MO 42' - - 52.7 52.7 65A 85.0 jC O13 26-1/2° X3/8, 70.0 70.0 65.0 65.0 66.0 65.0 4B' 70.0 70.0 65.0 65.0 65.0 85.0 48° - - 48.0 48.0 85.0 65.0 0 15 a i 37" 63.7 63.7 65.0 65.0 65.0 65.0 54" 70.0 70.0 65.0 65.0 654 65.0 18' 70.0 70.0 65.0 65.0 65.0 65.0 0 lP 53-1/8` 61.5 81.5 65.0 554 65.0 65.0 80' 70.0 70.0 65.0 65.0 65.0 65.0 24" [�O 70.0 65.0 65.0 65.0 654 (�Q l9 g 19-1/8" 70.0 70.0 85.0 65.0 65.0 65.0 86' 70.0 70.0 05.0 MO 65.0 65.0 30" 708' 65.0 65.0 65.0Q�`a28-1/2' 70.0 70.0 65.0 55.0 65.0 85.0 72' 70.0 70A 65.0 65.0 65-0 85.0 36" - 57.6 57.8 55.0_ 85.0 0 69' 37` 63.7 63.7 66.0 65.0 86.0 65.0 18' 70.0 70.0 85.0 65.0 BBA 65.0 42' - - 61.1 87.7 85-0 65.0 ; 6 53-1/8^ - - 60.2 502 65.0 65.0 24" 70A 70.0 65.0 65.0 W.0 65.0 18' B22 622 65.0 65.0 65.0 65.0 19-1/9' 70.0 70.0 66.0 65.0_ 630 BSA 30" 70.0 70.0 65.0 55.0 65.0 65.0 24" 62.2 622 65.0 65.0 65.0 65.0 .J S 25-1/2' 83, 70.0 70.0 85.0 65.0 638 05.0 35" 65.5 635 654 05.0 65.0 65.0 30' 114' 80.0 85.0 85.0 65.0 3Y 60.7 60.7 85.00 65.0 65.0 65.0 42" 36" 05S 68.5 654 65.0 65.0 65.0 36' - - 00.0 811.0 65.0 B3O O - - 1 64.3 1 64.3 1 65.0 65.0 46' 65.5 659 65.0 65.0 65.0 65.0 18" 55.6 538 65.0 65.0 65.0 630 $1 19-1/8" 70.0 70.0 65.0 65A 8.i.0 85.0 54' 65.5 65S 654 65.0 65.0 86.0 24" 1200` 536 55.5 66.0 55.0 65.0 65.0 v:JUJ • 28-1/2" 74-124' "' 830 W.. 05.0 0 80' 65.5 653 65.0 65.0 B5A 630 30" _ - 65.0 65.0 65.0 65.0 J 3 •f 47� 47S 65.0 65A 65.0 85.0 05' 58.4 58.4 654 MO 65A 630 36" 58.5 56.5 65.0 55.0 � O � •• 8' ! - • q,• 57.3 864 65.0 72" 49.7 49.7 64.0 64.0 830 65.0 1s' 44.6 44.6 65.0 65.0 65.0 55.0 n • • • : 18" 70.0 70.0 654 630 65.0 %65.0 24' 132" - - 05.D 65.0 65.0 65.0 f q J O •• ••• N01 ty f f f!i '• 24^ 70.0 70.0 650 65.0 65.0 30' - - 65.0 65.0 65.0 630 5a ,Oo • GLASS CAPALIITIES 01_j!S SREET ARE 30' 70.0 70.0 a" 65.0 65-0 18" 392 38.2 65.0 65.00 65.0 55.0 • BASEDSON ASTM E1 4-"•Q SEC. GUSTS). 38' 65Z 65.5 65A 65A 554 24' ta+' - - 0.0 88.0 65.0 55.0 _� i •••••• •• •• 42' 48" 562 562 65A 65.0 65A M. - - 84.3 84.3 86.0 85.0 0 3 M n •• •• • • f •••••• 4s' 48.1 49.1 65.0 55.0 65.0 • f • **Goo* 54' 48.1 49.1 65.0 65.0 65.0 Z 3 •• •• •• • 60' 49.1 49.1 80.0 60.0 65.0 �§Z • • • ••••• 65. - - 61.7 61.7 65.0 65.0 I CL O-j • f f !f 0000 f 72' - - 54.0 54.0 65.0 630 w f • • •••••• 18' 70.0 70-0 65.0 65.0 65.0 65.0 I 0 ••• •• • fSJ1CONE GE 2800 SIUCONE GE 2800 24" 70.0_ 70.0 65.0 65.0 65.0 630 •• -.:B-e.GLASS f• 009 3/16'H.S.GLASS 30" 70.0 70.0 65.0 65.0 65.0 630 • 36" 05.5 65.5 65.0 65.0 65.0 65.0 L ••• 90"Interloyer ••• 090'Interlayer j. I.P.sRClear An9�•r•Glasa-I �f 0e:Cleo,And Color Glass 42" 80" 882 682 83.3 83.3 65.0 65.0 J o By'Eaetma#Chemicnl to.' I By'Eastman Chemical Co.'� 48" 48.1 49.1 60.0 60.0 65.0 65.0 i r-- •••• r�4• 56.2 582 65.0 65.0 1/8'ANN.GIASS� 3/16' H.S.CUSS-,, 57.6 57.5 60.4 80.4 SILICONE GE 2 000 i SILICONE GE 2800 I 88' _ _ 57.8 57.8 60.4 60.4 1 72" 49.4 48.4 60.4 BD.4 18' 70.0 70.0 65.0 65.0 65-0 830 3 g; 24` 70.0 70.0 65.0 65.0 65.0 95.0 ' l pj m II��jj 1 WIDTH AND LFNCITI OINENSIONS CAN HE ORIENTED _m1"1 io i4 l m_1 30" 62.0 620 65.0 65.0 65.0 85.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE .i o 8 = Ic33 I;, :' +2222��T5 36' �" 49.7 49.7 04.11 64.0 65.0 65.0 - E o a 1 m I 1. - - 56.1 58.1 65.0 65.0 48' - - 54A 54.0 BS.O BS.D 512 512 65.0 65.0 EN r.JMM AHAUD 7 49.4 49.4 80.4 60.4 CIVIL PRODUCT REVISED f1A.PE 70 2 es .-.P lrlg wllh fhe PloHda N 1 iB' 70.0 70.0 BSA 65.0 65A 65.0 ," BOHdlaH todo AT 1/4 POINTS ON UTES 24" 70.0 70.0 65.0 65.0 65.0 65.0 CAR NDI1rNo. 16-0126.01 tl 4 WMER THAN 36' 4 30' 509 50.0 65.0 65.0 65.0 830 Explraffoa Date 13/2021 'g 36" 84' - - 61.1 01.1 65.0 630 GLASS TYPE 'A' GLASS TYPE 'H' 42" - - 54.9 549 65.0 630 AP� Dy drawing no. rodact I 48' - 50.4 50.4 65.8 66.0 W06-84 GLAZING OPTIONS 54" - - 47.2 47.2e5.o 85.0 sheet 2 of 5_ TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS Y?l !� SEE ELEV. 1BY Y w SEE ELEV. ��i FOR sPAaNc wow euac FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •�: / AND TRANSFER THEM TO THE BUILDING STRUCTURE. o° •a i'. - I KETAL Z i . a•. ' °°.� a° a g$ Ea STRUCTURETWICAL ANCHORS: SEE ELEV.FOR SPACING Og TYPE •A'— 3/16' DIA ULTRACON BY 'ELCO' (Fw177 KSI,Fy=155 KSO O Img $ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t 1-1/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) IL c '� Os THRU ISY BUCKS INTO CONC. OR MASONRY A 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) (1 p •+ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $ TYPICAL ANCHORS QQ� Q Q 1 SEE E DIRECTLY INTO CONC. OR MASONRY O dJ N t FOR 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Ir ;2 j 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) LL UI ei: I MIAMI-OADE COUNTY APPROVED J I MULLION& MULLION ANCHORS _ 1/4' DIA ULTRACON BY 'ELCO' (Fu=177 Ksi,Fym15S Ksi) V I i SEE SEPARATE NOA TYPE .B. /4 DIA TAPCD BY 'm+t <692 Ed / N (Fu=125 KSI,Fy-i00 KSI) Li INTO 26Y WOOD BUCKS OR WOOD STRUCTURES _ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) v°,O • •• THRU 113Y BUCKS INTO CONC. OR MASONRY g;� T • • • •••• • • I i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) $ • •• • ••• TYPICAL ANC14ORs J 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) SEE ELEV. o • •••• FOR SPACING DIRECTLY INTO CONC. OR MASONRY 13 O •• 000 • i • i' ' I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 4i • a' •••• � 0Om 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) j�'�c • �j r •• 000 �r • • I o� DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) I ^n N • • 000 + • W R •• cI 3/16"INTO METAL STRUCTURES S 12 1 • ••• Woe X• ••• `i STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) Z • •W • j ALUMINUM : 1/8" THK. MN. (6063-T5 MIN.) �3 z • •• •• ••• n I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p CD ^ • • • ••:• ; ;I 010 SMS OR SELF DRILLING SCREWS (GRADE z CRS) L'aao� � •• ••• • •• •••• INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-,' O • • •••• • • ! (NO SHIM SPACE) @ •• 000 • •••• • I Ed a ANCHOR EDGE DISTANCE c ••• j INITO CONCRETE AND MASONRY - 1-1/4" MIN. !! P INITO WOOD STRUCTURE = 9/16" MIN. o qq INTO METAL STRUCTURE = 1/2" MIN. 4 WOOD AT HEAD, SILL OR JAMBS SG m 0.55 MN. i'j CONCRETE AT HEAD,SILL OR JAMBS f. = '-I=PSI MIN. y C-90 HOLLOW/FRIED BLOCK AT JAMBS I'm - 2000 PSI MIN. 5 3 B p e SEALANTS: �' FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH `m t b SILICONE SEALANT.,,;;: g a° a Y IdJO PRODUCT REVISED •� j i . . � FLA.PE 70392 an eomr�pOodpith the Florma .v CSbI. litdtding NOA-to 16-0126.01 8 SEE TYPICAI. ORS ANCHORS bcphathm Date 12713/2021 • " ' SEEVELEV FOR SPACING FOR SPACING• 2Q13 drawing no. `I Ed AEd J nT ProduetOonlrol W06-84 - t3of5 Q g JI Ogao ,/4-SHIMM , MAX i ' MAY- SHIMS METAL Qa�> )0 - D RUCK O D.L.OPG. i 1/4�MAX. STRUCTURE UCK /-TYPICAL ANCHORS SHIM 6j A. • 3 t/ OR SPACING rYP �33' • • EM8E0 I ._.._:._.______:___ -----?;-: ._.._._.._;._._.._._, ___—..____ v v SEI ELEV.ANCHORSCAL C) •. ••• > FOR SPACING a. SAW R •• ••• • • - • • to O9 • *Soo Q� •• ••• .�j •• •• •• e• :•• • • .... EXTERIOR w r r ... TYPICAL lNCF�RS Z 3 S2E EELLtE70 • • • WINDOW WIDTH o! Z in • • FOR 5,9—•• -f•T� __-__. ,o v 000000 3:!2 ta • ••.• • •• •• •.• 000000 ••••• • • MIAMI-DADE COUNTY 0000 MULLION &MULLION ANCHORS TYPICAL ANCHORS OILS &R SEE SEPARATE NOA SEE El". FOR SPACING E CT�WIL PRODUCT REVISED WINDOW WIDTH WINDOW WIDTH FI�.�PE,#7055z'AHMAD a9 tomYMie9 wHh Me Ploritle _ I 'JSP _Cods IMOA-Na. 16-0126.01 Bxpiratlon Date 72/13/2021 1 �— draring pno. 2015 m1dra-Dr eProd.et GonvolW06—$eF (sheet q of 5 nwa NO PART QUANTITY DESCRIPTION XATERIAL MANP./SUPLM/REMARMS I 0 062 ! 1 YE-60 4 WINDOW FRAME ALUMINUM 8083-78 — I� 3 AS REOD. GLAZING COMPOUND SILICONE GE-2800 TVP. 1.04 �9 A #8 X V 2/CORNER FRAME ASSEMBLY SCREWS -- - , S - AS REOD. SETTING BLOCKS EPOM DUROMEIER 8015 SHORE A 0 S .799 1"15 I �II -�I.775 0 WINDOW FRAME 0'� V o .�4 O IL WELDED JOINT WELDED JOINT AT ENDS C b g AT ENDS Q W f �I ,1 • •••• 4 3 � "2f • • • •• CIRCULAR WINDOWS dll OPTIONAL CORNER • • • • r 8' ,�roN • ••• • • e••••• ffyy 5n 1 • A q S m •f ••• �i p • • • ••I••• AUG � COME 1 • f • RECT. OR SQUARE WINDOWS VPo IN d T , CORNER DETAIL S A as I _ `oa E.gn JA�*[MM) PRODUCT REVISED 4•' FLA FE$ EQ scum re wkhFlorida C.A.N.3$38 NOA-Nf. 16.0128.01 `' rs }• AP Zp1g Fxpiraeaf..12113/2021 t drawing no. ElOaad- a pm se!Co1Mro! W06-84 sheat 5 or 5 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W06-84, titled "Exterior Glazed Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 12/11/06, with revision D dated 04/22/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows, O-O configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6600,dated 08/30/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA #11-1213.08) (All test reports below submitted under previous NOA #01-0102.05) 2. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum arch fined window(3/16"temp), prepared by Hurricane Engineering&Testing Inc., Report No. HETI-00-1174A, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16 ann), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-1174B, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 4. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hurricane Engineering&Testing Inc., Report No. HETI-00-1174C,dated 10/19/00,signed and sealed by Arshad Viqar,P.E. 5. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hus icaue Engineeri ng&Testing Inc., Report No. HETI-00-1174D,dated I0/�P/09:s ea fid:sealed by Arshad Viqar,P.E. .• •.• .• • . . .. • w•. �.. • • Jorge M.Plasencia,P.E. 0 0 • : . • : Pr duct Control Unit Supervisor • •• 0 • . • , . . NOA No.16-0126.01 0+ 0 G o o a 00 0 Expiration Date: December 13,2021 Approval Date: June 16,2016 . .•• . . ..• • • • •.. e • AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2014, 5' edition, prepared by Al—Farooq Corporation, dated 04/20/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2014, and of no financial interest,dated 04/20/15, signed and sealed by Javad Ahmad, P.E. 2. Sales agreement between AWP,LLC(Acquiror)and Arch Aluminum&Glass Enterprise, a Delaware Corp(Asset Seller) dated MAR 20,2014, signed by Paul Schmitz,President and Tim Morris Jr.,President,respectively. 3. Statement letter dated April 20, 2015,issued by Truhte Window&Door Solution, LLC, stating Trulite has legally sold to AWP Windows and Doors, LLC,all the NOA(s)per schedule A and gave-up all rights to NOA(s)and request to rescind all NOA(s)under Trulite, signed by Kevin Barret,CFO (Trulite). 4. Statement letter dated July 15,2014 requesting name change from Trulite windows and doors solution, LLC to AWP windows and Doors,LLC,signed by Gerardo Beros, Director of Engineering(AWP). G. OTHERS 1. Notice of Acceptance No. 11-1213.08, issued to Trulite Window & Door Solutions, LLC for their Exterior Glazed Fixed Window — L.M.I., approved on 02/02/12 and expiring on 12/13/16. .e 00: . . . .. . .. . . . . ... . ) 0:0 . 0090 0 Jorge M.Plasencia,P.E. .' : : :PdControl Unit Supervisor .. . . . . . .•• • .. NOA No.16-0126.01 see *00 ' " Expiration Date: December 13,2021 Approval Date: June 16,2016 ... . E-8 • ... . . ... . . . . . . . . . . . .. •• . . . .. .. DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF 4 v GLASS TYPE'A' GLASS TYPE'B' GIASS TYPE 9' GLASS TYPE'B' GLASS 7YPS'A' GLASS TYPE'B' WINDOW DINS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' WIDTH LENGTH EXT.C+) AIT.C-) EXT.(+) AIT,(-) EM.(+) INT.C-) WIDTH LENGTH EXT.(+) DWT.(-) EXT.(+) INT.C-) EXT.C+) AAT.(-) WIDTH LENGTH EXT.(+) INT.(-) EXT.C+) INT,C-) EXT.(+) INT,(-) °Y � 19-1/8' 70.0 70.0 65.0 59.0 65.0 65.0 18' 70.0 70.0 65.0 68.0 55.0 65.0 18" 70.0 70.0 65.0 8.9.0 65.0 65.0 p i 26-1/2' 26' 70.0 70.0 65A 65.0 66.0 65.0 24• 70.0 70.0 65.0 65.0 654 66.0 24' 66.8 66.8 65.0 05.0 05.0 854 Ids 37' 70.0 70.0 65.0 55.0 65.0 65.0 30" 70.0 70.0 05.0 65.0 69A 65.0 30' 472 472 65.0 85.0 65.0 65.0 07 53-1 6' 70.0 70.0 85A 55.0 55.0 954 38' 70.0 70.0 65.0 65.0 69.0 85.0 38' 88` - - 59.1 59.1 65.0 65.0 524 !I 19-1/8' 70.0 70.0 65.0 H5.D 65.0 654 42' 247 70.0 70.0 69.0 65.0 65.0 65.0 42• - - 7 52.7 139.0 65.0 Qr la 26-1/2' 38-3/8' 70.0 70.0 95.0 65.0 1360 65.0 48' 70.0 704 65.0 85.0 65.0 65.0 48° - - 48.0 46.0 66.0 65A 0 p I 37' 63.7 63.7 65.0 65.0 66.0 65.0 Sa' 70.0 70.0 65.0 65.0 69.0 65.0 18' 70.0 70.0 65.0 65.0 65.0 66.0 V� 11(A^4131 53-1/B' 615 615 65.0 1 654 65.0 65.0 W' 70.0 1 10.0 65.0 6" 85.0 65.0 24' 70.0 7a0 65.0 65.0 65.0 65.0 19-1 JB' 70A 70.0 65.0 _05.0 65.0 65.0 88° 711.0 70.0 05.0 830 65D 65.0 M. 108• - - 65.0 65.0 65.0 65.0 ¢p 26-1/2' 704 70.0 65.0 139.0 65.0 69.0 72• 70.0 70.0 59.0 85.0 65.0 65.0 36" - - 57.6 57.6 69.0 65.0 S9• _ 0 37' 83.7 63.7 65.0 65.0 56.0 65.0 18' 70.0 70.0 65.0 65.0 65.0 65.0 a2' - - 51.1 61.7 85A 85.0 3 53-1/8• - - 59.2 50.2 65.0 65.0 24" 70.0 70.0 65.0 65.0 65.0 55-0 18" 62.2 622 55.0 85.0 85.0 65.0 IL el 19-1/8" 70.0 70.0 630_ 85.0 __ 630 65.0 3t1' 70.0 704 65.0 65.0 65.0 65.0 24' 114" 822 622 65.0 SEIM 65.0 65-D 26-1/2' _ 70.0 70.0 a" 65.0 65.0 65.0 36' 6515 55.5 65.0_ 65.0 OSA 65-0 30° - - 65A 65.0 65.0 69A eee��i 37' 83 59.7 59.7 85.D 136.0 69.0 135.0 42" 30• 655 Mal 65.0 65.0 65A 85.0 38' - - 59.0 59.0 85.0 53-1/8" - - 64.3 643 65.0 030 48 6515 65.5 65.0 65.0 85.0 65.0 1855.6538 63M 59.0 65.0 69.0 18-1/8' 70.0 70.0 630 65.0 630 B5.0 54' 6515 65.5 65.0 85.0 65.0 65.0 24• 1 120" 55.6 55.6 65.0 65.0 135.0 65.0 , .V�11 { 28-1/2° 69.8 69.8 630 85A 89.0 85.0 W' 65.5 6515 65A 69.0 65.0 65.0 30' - - 85.0 05.0 85.0 59.0 t J 74-1/4- 37' 47.5 4715 65.0 654 85.0 85.0 68' 56.4 584 BBA BS.O BSA 85.0 J8' - - 56.5 56.5 65.0 69.0 O 53-1/8' 57.3 57.3 85A 65.0 72" 1 49.7 49.7 64.0 64.0 630 65.6 16' 44.6 44.8 65.0 65.0 65.0 55.0 •• 18' 70.0 70.D 65.0 65.0 65.0 65.0 24• 132" - - 65A 65.0 65.0 65.0 • • • qqq o • • NOTE:•••• • •• 24' 70.0 70.0 69.0 65.0 59A 69.0 30' - - 85.0 59.0 85.0 65.0 f d LJ •• ••• GLASS CAPACRIES ON•THI6 SHEET ARE 30' 704 70.0 654 �.0 654 65.0 1E' 392 39.2 as.. 69.0 65.0 65.0 ' Q j • • BS�•n%4M E1300I09 (3'SEC. GUSTS). 36' 655 85.5 65A 65.0 55.0 69.0 2a' 144" - - 85.0 65.0 65.0 55.0 • M 0 *0042' 562 56.2 65.0 95.0 65.D 65.0 30° - - 64.3 64.3 86.0 134.0 • • • • 48' �` 49.1 49.1 65D 65.0 65.0 65.0 :O • •••••• 54' 49.1 49.1 65.0 65.0 630 894 Z y •• •.• •• •• •• •• 80' 49.1 49.160D 59.0 85.0 630 O Z • • • • • 55' - - 61.7 61.7 65.0 630 n • • 72' - - 54.0 54A 66.0 85A I'� Lj • ••• •• • .•.. 15• 70.0 70.0 65.0 630 69.0 830 I 1 • • •• SWqP��2800 ..•• SILICONE GE 2800 24' 70.0 70.0 65.0 65.0 65.0 85.0 • ••: 1/1;ANN.GLASS **Ogg* 3/16•H.S.GLASS 30" 70.0 70.0 65.0 65.0 65.0 830 36' 6515 B55 65.0 65.0 65.0 63o L B •: ;1�• ,per"I � •s .090'Interlayer 42' 562 502 63.3 533 0.0 85.o ex Clear Col *SM Mear And Calor Glass W' By'Eastman�W"So. I ••Bq Eastman Chemical Co! 48' 49.1 49.1 WA 604 65.0 65.0 54• - - 58.2 582 66.0 65.0 t i •• ••• 1/B'ANNa(4Aj$n '••• 3/16•H.S.GLASS- 1 60• 57.6 674 60.4 60.4 g i c3�q SILICONE GE W.0.-.• ' SILICONE GE 29M I 68 - - 57.6 57.6 W.4 59.4 72' - _ 49.4 49.4 59.4 60.4 - -_ _ 333 55 10' 70.0 70.0 65.0 85.0 615.0 65.0 } s s i24' 70.0 7a0 65.0 630 65.0 65.0 Y� WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 2 I mj jI m 115 30" 82.0 820 85.0 65.0 85.0 85.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE ° 36" 48.7 49.7 04.0 64.0 65.0 86.0 - • a g 42' �` - = 58.1 98.1 65.0 65.0 r P O<m M P J 48' 54.0 54.0 65.0 05.0 5a' - - 912 512 65.0 65.0 ' ae.a as.a ea4 60.4 g'�pD AWM PRODUCT REVISED 18' 70.0 70.0_ 135.0 65.0 66-066.0 =.P=6(A..1'E 70592 °A� Florida N r AT 1/4 POINTS ON LITES 24• 70.0 70.0 654 65.0 654 05.0 - NOA-No. 16-0128.01 8 .� 4 NIGER THAN 36" a 30' 509 50.9 65.0 65.0 65.0 Sao Expiration Date 13/2021 36' 84' - - 01.1 81.1 69.0 69.0 GLASS TYPE 'A' GLASS TYPE 'H' 42° - - 54.9 549 65.0 139.0 APS 15 BY drawing no. raa"`:control 5906-84 1" - 50.4 _ 50.4 85.0 65.0 GLAZING OPTIONS Sa' - - 472 _2ZL_L 65.0 65.0 sheet 2 of g ro mm � O M1 JI N U] CYR 0 IL Oa�E MAX i 1/4•MAX. SHIMS Q Z i WOOD BUCK O D_L OPG. I 1/4'MAX. STRUCTURE IY 0 SHIM _ STRUM TYPICAL ANCHORS Ri 3 rSEE ELEV. FOR SPACING .-U.. C) i ... ... o< TYPICAL ANCHORS _._.._:._.-__-,-:_—______.:_., .._._. ._..__ -.___ ..-._.__ SEE ELEV. JJ EMBED i -- ggg J .. FOR SPACING 'S •• •ft • • 1 I/4' a_ •• ••• • I • • ISM • ! s1 e s•� EXTERIOR TYPICAL ANCHORS ; c7 3 •• ••• 5"ELSP.f •• •• WINDOW WIDTH c FORSPASING • •. e.s • . •f•••• 64694 •. C. •••• C , • • . 00 • MIAMt-DADS ' ci $ •• 6•• • •( •••i.t APPROVED MULLION • • • • do MULLION ANCHORS TYPICAL ANCHORS t.•• • •• SEE SEPARATE NOA SEE a". p c ( • • • FOR SPACING see* t In ill q:I , WINDOW WIDTH NfINDOW YAM -MIT PRODUCT REVISED .a_ -� FTA.PE.i r2' 0e Complo with the Florida C.dll]9BulkOM Code 16126.01 M NOA-Ne. E.xphotion Date 12!13/2021 BydraNing no. A 9nua -Dr aroda�ntrol W06-84 �heee 4 of 5) 'P CKc I 7�3 JUN 1 Ots A C`v A 10.504SPHALT ALLEY 75.00' -------------- ---�� II I . I • SWIMMING 1 i o POOL j 11 t I I 1 ! lid gg O t v h.�,f,W,AXISTING 2 I ONE STY CBS 04 Lu ® RES. No.162 = -,16o LOT 3 BLK 208 ! > N e I L C9 cm Luu It cn CL .. CONC. r I eg✓�SS b Q�V�o SLAB I I` U U 0 0 'f � WQo II i z WALK — f U ' Q c]I cq cn IyyI -.T� l,y• 75.00 (P)(M) 5 CONC.SIDEWALK CONC. N.E. 107 tit STREET, • •• . i • Y .•• • +••' •i• •• • • • •• . SITE PLAT 1" = 20.'o-A" • • • 060 • • 000 • • ••o • • LEGA1.DESCMPTION LOT 3,BLOCK 206,DUNNINGS MIAMI SHORES EXTENSION No THREE SUBDIVISION,ACCORDING TO THE. Window NOA Approval Size Opening Design Pressure W H + - A 15-0602.06 30.5 61 70 90 B 15-0602.05 36 49 80 80 C 15-0602.06 36 49 70 90 D 15-0602.06 19.125 37 70 90 E 15-0602.06 36 49 70 90 F 11-1213.08 53.125 49 70 70 11-1213.08 53.125 49 70 70 G 15-0130.02 53.125 49 70 90 15-0602.05 53.125 49 70 90 H 15-0602.06 25 26 70 90 1 15-0602.06 25 26 70 90 6/8/2016 -Miami-Dade County Miami-Dade County Building Product Information for N.O.A. 11-1213.08 N OA 11-1213.08 IJ (libraryIoroductcontroUnoa/11121308.pdf) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Fixed Material Aluminum Applicant AWP Windows and Doors, LLC (pc-result detail app.as0ap,0 alias=102671) Expiration—Date December/13/2016 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 70 Description Series"Exterior Glazed"Aluminum Fixed Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result key app.asp) Page Last Edited:Wed Apr 22,2015 2:06:29 PM MIAMIItaADE .. ... . . . . . .. 000 . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . ... . . . . . .. . . . . . . .. . . .. .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . httpIMww.miamidade.gov/buildingtpc-result app.asp?HdNOA=11-1213.08&BasicSearch=Go&Classificafion=0%2CUnknown+�/,2F+Unselected%2Cl&applica.. 1/1 M® E MIAMI-DADE COUNTY-4 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadcov/Neral TruIite Window&Door Solutions,LLC 8130 NW 70 Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.'If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Exterior Glazed"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W06-84,titled"Exterior Glazed Alum.Fixed Window. (L.M.I.)",sheets 1 through 5 of 5,dated 12/11/06,with revision C dated 11/1 S/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. so see 0 0 INSPECTION:A copy of this entire NOA shall be provided to the 4e=by tbe �mInufacturer or its distributors and shall be available for inspection at the job-site alA&lh!r�egiae$t Vtic$wilding Official. This NOA revises and renews NOA#10-0804.08 and consists of page I Acrevidence pages E-1,E-2, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuef Per�Z,P.B. "' • . . . ... . . . . . .. . . . . . . .. . . ••e i' i i' see •e• NOA No.11-1213.08 APPROVED UN7'1 Expiration Date: December 13,2016 Approval Date: February 02,2012 ... ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06-84, Sheets 1 through 5 of 5,titled"Exterior Glazed Alum..Fixed Window(L.M.I.)",dated 12/11/06,with revision C dated 11/18/11,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows,O-O configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6600,dated 08/30/11,signed and sealed by Marlin D. Brinson,P.E. (All test reports below submitted under previous NOA #01-0102.05) 2. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum arch fixed window(3/16"temp), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1174A, dated 10/19/00, signed and sealed by Arshad Viqar,P.E. 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16"ann), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1174B, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 4. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation-diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1174C,dated 10/19/00,signed and sealed by Arshad Viqar,P.E. 5. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1174D,dated 10/19/00, sigrT&ajadaeWcd by Ar4had•Vigar,P.E. . .. . . . . ... . • ••• •• Nanuel fo—rej P.E. • ••• :Product Controminer •• '• •• •: : : NOA No.41 -3112 13.08 •• Expiration Date: December 13,2016 Approval Date: February 02,2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) (All test reports below submitted under previous NOA #01-0102.05) 6. 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 installation diagram of an aluminum rectangular fixed window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-907A, dated 12/06/00, signed and sealed by Arshad Viqar,P.E. 7. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1162,dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 8. 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 installation diagram of an aluminum fixed rectangular window{lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-907B, dated 12/6/00, signed and sealed by Arshad Viqar,P.E. 9. 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 installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-916,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. 10. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(3/16"ann), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1163, dated 12/6/00,signed and sealed by Arshad Viqar,P.E. (Submitted under previous NOA #01-0102.05) 11. 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 installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-917,dated 12/6/00, signed and sealed by Arshad Viqar,P.E. 12. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of an alui nkumn fixed reciapgulgr window.(1/8"ann), prepared by Hurricane Engineering&kestigj I0It�,�keNort Nay HETI-00-915,dated 12/6/00, signed and sealed by Arshad V44ar,P.L•' • ' ; .•• • ••• • •• • • Manuel Per . i. • ••• -F Control xa ner •• `• 0 •• NOA No.11- 13.08 • Expiration Bate: December 13,2016 Approval Date: February 02,2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Trulite Window &Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by AI-Farooq Corporation, dated 03/02/09 and revised on 12/05/11,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114325.05"issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated December 7,2011, signed and sealed by Javad Ahmad,P.E. 2. Florida Dept of State, listing of Trulite Window&Door Solution,LLC (Foreign Limited Liability Co.),managed by Arch Intermediate Holding, LLC,Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from"Trulite Residential Windows,LLC" to"Trulite Window&Door Solution,LLC"issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 4. Certificate of registration of name change from"Arch Windows,LLC"to Trulite Residential Windows,LLC"issued by State of Delaware on 07/27/11,signed by J.W. Bullock. 5. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC,Tamarac,Fl.(transferred from file# 10- 0930.07). 6 Certificate of registration of Arch Windows,LLC (Delaware)in State of Florida dated 02/04/10,managed by Arch Intermediate Holding, LLC (transferred from file# 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0804.08,issued to Arch Windows,LLC dba AWP for their"Exterior Glazed Aluminum Fixed Window—L.M.I",approved on 11/24/10 and expiring on 12/13/11. .e 00: . . . .. .. . . . . . . . .. ... .. . . .. . • 0:6 ••• e Manuel Pere • • ••• :Prodoct Control Exa r • •*: :•:NOA No.11-1213.08 Expiration Date: December 13,2016 Approval Date: February 02,2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WINDOW WIDTH ^� FALSE MINRNS GI 0 g� (SURFACE APPLIEUOT a $ r MAY BE US 1' 1O a U II W I I1 11 SW ii ii II R a If II II V DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYR'A' MASS TYPE'B' GLASS TYPE'A' GLASS TYPE 'B' CLAW TYPE'A' GLASS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHORS TYPE'B' 3 WIDTH LENGTH EXT.(+) INT.(-> M. N) INT.(-) EXT.(+) INT.(-) WIDTH LENGTH EXT. (+) INT.(-) EXT.(+) INT. (-> EXT. (+) INT.(-) WIDTH LENGTH EXT.(+) DIT,(-> EXT.(+) INT.(-) EXT. (+)I INT.(-) O Q 70.0 7011 85.0 65.0 65.0 65.0 16` 70.0 70.0 65.0 65.0 85.0 85.0 16' 70.0 70.0 65.0 85.0 65.0 85.0 1k5 'HLP I 26-1/2' 70.0 70.0 65.0 85.0 65.0 65.0 24" 70.0 70.0 85.0 65.0 65.0 65.0 24' 88.8 689 65.0 88.0 85.0 65.0 yyyg Ya 37' 28' 70.0 70.0 85.0 65.0 65.0 854 30' 7011 70.0 65.0 85.0 65.0 65.0 30' 47.2 472 65.0 65.0 65.0 65.0 ^ v 53-1/8' 70.0 70.0 630 85.0 85.0 65.0 38° 7011 7011 6511 05.0 65.0 650 38" 96" - - 59.1 59.1 BSA 65.0 r 19-1/8' 70.0 70.0 65.0 65.0 65.0 654 42° 70.0 70.0 654 65.0 85.0 66.0 42' - - 52.7 52.7 6511 65.0 d'c 26-1/2• 70.0 70.0 65.0 55.0 65.0 654 46' 24• 70.0 70.0 854 65.0 65.0 65.0 48" - - 48.0 48.0 65.0 65.0 y 38-3/8' Me 63.7 63.7 630 65D 65.0 88.0 54' 70.0 70.0 630 65.0 65.0 05.0 IB" 70.0 70.0 65.0 65.0 65.0 X5.0 N s3-1/8' 61.5 61.5 65.0 65.0 65.0 65.0 80' 70.0 70.0 65.0 65.0 65.0 65.0 24' 70.0 70.0 65.0 •65.0 &SIA s Q t� • •• 19-1/8• 70.0 70.0 65.0 65.o 85.0 85.0 BB` 70.0 _ 70.0 85.0 65.0 65.0 85.0 30` 108' - - 65.0 6o.P 1659.0L. O a p • 26-1/2° 70.0 70.0 55.0 6511 85.0 65.0 72• 70.0 70.0 65.0 65.0 85.0 85.0 30• - - 57.0 57.8 65.0 965.0 • • 37' 59' 63.7 03.7 65.0 6511 65.0 65.0 IB• 70.0 70.0 65.0 55.0 65.0 65.0 42' - - 51.7 51.1 65.0 • •• 53-1/8` - - 80.2 80.2 85.0 85.0 24" 70.0 70.0 05.0 85.0 65.0 85.0 18` 622 622 65.0 •fie• •85.0 65.0 • LL$ • 19-1/8• 70.0 70.0 65.0 65.0 65.0 65.0 30" 70.0 70.0 65.0 85.0 8511 65.0 24` 822 822 65.0 _lu 65.0 85.0 O • •• 28-1/2• 113 7011 70.0 65.0_ 85.0 65.0 030 38' 835 65.5 68.0 85.0 85.0 65.0 30' 114' 65.0 065.0 065.0 -6-0 • •�a eeelll E • 37' 80.7 60.7 65.0 830 65.0 85.0 42' 66.5 65.5 6511 65.0 630 65.0 38' - - BOA 88.0 •BS.O _ • 63-1/8' - - 84.3 84J 88.0 85.0 48' 39" 85.5 880 BSA 89.0 89.0 _86.0 E24" 55.8 55.8 6511 •"o •65.0 554 !� •• •• 18-1/0' 7011 70.0 65.0 65.0 85.0 85.0 54' 86.8 85.8 BS.O 89.0 88.0 80.0 55.8 838 8511 SE •65.0 65.0 099 89.8 86.0 88.085.065.9 65.5 6911 85.0 69.0 65.0 1�" - - 65.0 65.0 65.074-1/4" 479 47.5 85.0 65.0 65.0 85.0 88' 58.4 55.4 6511 85.0 65. 65.0 - - 56.5 • • •65.0 65.0• 57.3 87.3 88.0 85.0 72' 49.7 49.7 6411 64.0 65.0 65.0 44.6 44.6 65.0 18811 65.0 65.016" 70.0 70.0 6511 65.0 630 65.0 132" 85.0 89.0 830 •ae••NOTE: 24" 70.0 70.0 65.0 65.0 Bao 65.0 - - 65.0 65.0 65.0 65.0 x'11.• • GLASS CAPACITIES ON THIS SHEET ARE 30• 70.0 7011 65.0 65.0 1130 65.0 IB" 39.2 3112 65.0 •50 •6511 aeO• ?$S moo • BASED ON ASTM E1300-04 (3 SEC. GUSTS). 35• 65.5 65.5 630 85.0 65.0 65.0 24' 144` - - 65.0 65.0 65.0 •65.0• 42' 48' 56.2 582 65.0 65.0 85.0 65.0 130` - - 64.3 64.3 650 85. qqqq� 40' 49.1 46.1 65.0 85.0 65.0 65.0 54• 49.1 49.1 05.0 65.0 65.0 65.0 F45 �i 60` 49.1 48.1 60.0 60.0 65.0 65.0 88' - - 81.7 81.7 88.0 89,0 72° - - 5411 54.0 65.0 65.0 W-^j ��v 18' 70.0 70.0 65.0 65.0 65.0 85.0 J 24• 70.0 70.0 6511 65.0 89.0 65.0 SILICONE GE 2800 SILICONE GE 2800 Si` 70.0 70.0 65.0 6511 65.0 85.0 36' 659 65.5 85.0 65.0 65.0 65.0 L 1/8"ANN. GLASS 3/16'H.S.GLASS i. c 42° 582 58.2 63.3 83.3 85.0 65.0 .090 SOLUM S&FLOINTERLAYER AIG .090 SOLUTIA SAFIIX IAO 48' 90° 49.1 48.1 60.0 60.0 65.0 65.0 PVB INTERLAYER PJB INTERLAYER 1/8'ANN.GLASS 3/18•H.S.GLASS 54" - - Sat 58.2 65.0 65.0 80' - - 57.6 57.6 60.4 80.4 SILICONE GE 2800 SILICONE GE 28M 88 - - 57.6 57.6 00.4 60.4 72' - - 49.4 49.4 60.4 60.4 Pz 18' 70.0 70.0 65.0 65.0 65.0 65.0 24" 70.0 70.0 65.0 85.0 65.0 85.0 NgIE: ei WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED >=m 62.0 820 BS.O 85.0 85.0 88.0 VERTICALLY OR HDRIZONTALLY AS SHOWN ABOVE. 36" 72' 49.7 49.7 64.0 64.0 65.0 05.0 O H B U C(0 U 42° - - bat 98.1 89.0 65.0 48" - - 54.0 54.0 65.0_ 65.0 54' - - 512 $1.2 65.0 65.0 80° - - 49.4 49.4 60.4 60.4 r.J BLAH PILOT)UCTR�dwFwdft C 3 18' 70.0 70.0 65.0 65.0 65.0 85.0 FIA hE t 7 92 B CAN. 24' 70.0 70.0 85.0 85.0 85.0 85.0 Aca6Ptanao NO GLASS TYPE 'A' GLASS TYPE 'B' 3` 50.9 50.9 65.0 85.0 65.0 65.0 ffi 36• 84' 61.1 81.1 65.0 65.0 B7 42` - - 54.11 54.8 85.0 85.0 drawing no. GLAZING OPTIONS 46" 50.4 50.4 65.0 65.0 (C W06-84 47.2 47.2 65.0 65.0 O�u 2 OI rJ eh6et • TYPICAL4OOv teY TYPICAL ANCHORSSEE Er 0 FOR SPACING WOOD BUCK SEE FOR SPACING {� ING Ed METAL MIAMI—DARE COUNTY APPROVED a ' ti n� Aa v STRUCTURE MULLION B MULLION ANCHORS yygg J a ° Ed y! zd c SEE SEPARATE NOA TYPICAL ANCHORS •.. ocya lI; 3 TYPICAL ANCHORS FOR SPACING • • • •.• 1!- T• SEE ELEV. •• s ••• �' •• FOR SPACING • • 5 TYPICAL ANCHORS: SEE a". FOR SPINdl •• •• •i• TYPE 'A'— 3/16" DIA. TAPCON BY 'ITV/'(P-120 M,FV P&I•• • IL z��_ • (I �. 3/16" DIA ULTRACON BY'ELCO'(Fe-177 KSI,F"*030 • •• I� WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE INTO 20Y WOOD BUCKS OR WOOD STRUCTItI ••• ••• • • 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-3/8" MIN. PENETRATION INTO WOOD AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1BY BUCKS INTO CONC. OR MASONRY••••i �• _j � • •• 1-1/4" MIN. EMBED INTO CONC. OR MA6C)IA'Y •• •••• � ( • ' •• SEALANTS: DIRECTLY INTO CONIC. OR MASONRY ���!I'••••• • • FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH 1-1/4' MIN. EMBED INTO CONC. OR MAS(yvRY • • z • i SILICONE SEALANT. • • • •• • •••• 1/4" DTA. COY TIW' (Fw120 KSI,FY•92 KSI)• TYPE 'B'- TAPN B . . . � • � • O U 0� I/4"DLA, ULTRACON BY 'ELCO' (Fe-177 KSI,*9155 IV 060 Q p• • z4 INTO 26Y WOOD BUCKS OR WOOD STRUCTURES • • `o ai J 1-3/8" MIN. PENETRATION INTO WOOD19 •• �) THRU 113Y BUCKS INTO CONC. OR MASONRY ! yi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3� ! I' z z�; DIRECTLY INTO CONC. OR MASONRY o o 1 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY V W I; 3/18" DIA TEKS OR SELF DRILLING SCREWS (OWE S ORS) O INTO METAL STRUCTURES jl STEEL : 12 GR MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) c c !i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L 010 SMS OR SELF DRILLING ^J`REWS (GRADE 2 CRS) o i ! INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .0907 r r i! (NO SHIM SPACE) b1 Ed — ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-1/4 MIN. INTO WOOD STRUCTURE - 9/18" MIN. INTO METAL STRUCTURE = 1/2" MIN. \ \ C a m V CONCRETE AT HEAD,SILL OR JAMBS Pc a 3600 PSI MIN. t1 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm 4 2000 PSI MM. do q CIVILEngr:JAYAO AH PRODUCT RBVf3)� .. FIA.PE pp 70592 69 COmylyhg With the PI0f1& rit CA.N.JS3B BuRdlag'Codo t. TYPICAL AANCHORS > TYPICAL'-ANCHORS BKPhA1Ian D91e ,y . a , SEE ELEV. SEWEI". FOR SPACING FOR SPAEd' � �o ` drawing no. %'L W06-84 ehaet 3 01 5 a U �o • •• • ••• °I�rc f 1/4"SHIM •••:f• •• �3� ••• MAX. O '/4"MAX SHIMS •..tib,• • • J 3 of.s TI1RE Q W f• WOOD D.L OPG. 1/a•MAX. ••• e • R TYPICAL ANCHORS SHIM WOOD E 3 '.4- SEE ELEV. •f•••• •• f • • FOR SPACING f •• f•TYPICAL ANC111108%• $ • •• __.............._ SEE ELEV. • ___ - - -- _-_- _ - -_ - - - _ - -_.................. ••• FiR SPACING • :00* • • • • • ••• Q(g • w I f•f f J@ t EXTERIOR TYPICAL ANCHORS SEE ELEV. WUM FOR SPACING WINDOWO 0 MIAMI-DADE COUNTY APPROVED MULLION &MULLION ANCHORS TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. m FOR SPACING C . ..... ..... m - O Cam u WINDOW%ZnH WINDOW WIDTH Ertpr.lA lit o CML' pRODUCfRBViS6D FIA PE�4 70392 as�mplYTNSw �F • C.A.M.i sw C06No 6 Idrawing no. tip» W06-84 �, ahaet ¢ of 5 L966--y ITEM NO.PART NUMMI CUANTI7°1 I DESCRIPTION I MA?EIUAL MANP./SUPLIER/REMARXS 4 U 062 1 YE-60 4 WNDM FRAME ALUMNUM 6083-Te 1101 TYP, 1A49 3 - AS REOD. GLAZING COMPOUND SRICONE CE-2800 �Y p 4 Q8 X 1' 2/CORNER FRAME ASSMBLY SCREWS Z j �7 - - 08 77s 0 WINDOW FRAME L o of be* • • •••••• •• �32WELDED JOINT •• z WELDED JOINT AT ENDS Q 'ei •• AT ENDS •::• • • • • •••• 4 see:it 9 •Tx'o I : 0 : 4 A . • • :••• CIRCULAR WINDOWS OPTIONAL CORNER • • • Q • • •• dj • ••• Zj •• •• • • _ • o: z o I coed I °111 011,111, RECT. OR SQUARE WINDOWS c•R a 0 28� TYP CORNER DETAII S EAgr.Wt, FIA.PE70892 PRODUCTREVISED cAn N 'k` 8 a�oomplYho p8hthe now Acmpftan code hBY anddraping no. Product W06-84 sheet 5 of 5 6/8/2016 -Miami-Dade County Miami-Dade County Building Product Information for N.O.A. 15-0602.06 NOA 15-0602.06 ((library/productcontroYnoa/1506O2O6.pdf) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Double Hung-Single Hung Material Aluminum Applicant AWP Windows and Doors, LLC (pc-result detail app.asp?app alias=102671 ) Expiration—Date December/1/2020 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 90 Description Series"2500"Aluminum Single Hung Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result key app.asp) Page Last Edited:Wed Apr 22,2015 2:06:29 PM MIAMfrDADE .. ... . . . . . .. . .. . . . . ... . • • • • • • • 00 *000 go . ••• . •.• . . . . . ... . . . . . 000 .. .•• . . . . . .. . . . •• • . • . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . hVJhvww.miamidade.gov/build rigtpc-result app.asp?HdNOA=15-0602.06&BasicSearch=Go&Classificaton=0%2CUnknown+%2F+Unselected%2C1&applica... 1/1 MIAMhDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaaae.eovreeonomy AWP Windows and Doors,LLC 8130 NW 741"Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series 112500"Aluminum Single Hung Window-L.M.T. APPROVAL DOCUMENT: Drawing No. W05-37, titled "Series 2500 Alum Single Hung Window &M.Ly',Sheets 1,2,2.1,3,4 and 5 of 5,dated 07/26/05,with revision"G"dated 04/20/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provide& teetheuser by the00 mufacturer or its distributors and shall be available for inspection at the job site at the MAP 0 t 0 0lte0]3FIi1$diAj Official. �uc� This NOA revises and renews NOA No. 13-1224.02 and consists Dj2hkoagq-41 ey;dence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perere P.E,, . . . ... . . . . . • •• �• *kdAlio. 15-0602.06 MIAWDADE COUNTY Expiration Date:December 01,2020 ` f I Approval Date: December 10,2015 Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.'s 05-0810.04, 09-0316.09 and 10-0428.02) 2. Drawing No.W05-37,titled"Series 2500 Alum Single Hung Window(L.M.I.)", Sheets 1, 2,2.1,3,4 and 5 of 5, dated 07/26/05,with revision"G"dated 04/20/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6088,dated December 02,2009, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NDA No. 10-0428.02) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5250,dated July 30,2007,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0316.09) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked up drawings and installation diagram of aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-04-1419A,dated Jan.20,2005,signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0810.04) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-04-1419B,dated Jan.21,2005, signe4%nd-s®ale bj-1 ohne Ghia,P.E. (Submitted under NOA No. 05-0810.04) '. ;• •; • • ••• ... . o ••; ; ;•; a erez,P.E. P� I�rB Examiner • •• .. � 5-0602.06 Expiration Dale: December O1,2020 Approval Date: December 10,2015 ... . . . . . . . ..... .. . . . . .. .. . . . .. .. ... . . . ... . . AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition(2014),dated 04/14/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology,Inc. dba Glasslam for their"Glasslam Safety-Plus II Glass Interlayer"dated 09/27/13, expiring on 08/07/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 14, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA, dated April 20, 2015, signed by Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. 4. Statement letter for Name Change Request dated July 15, 2014, issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letter for Test Report No. FTL-6088, issued by Fenestration Testing Laboratory, Inc., dated December 02, 2009, signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 10-0428.02) 6. Laboratory compliance letter for Test Report No. FTL-5250, issued by Fenestration Testing Laboratory,Inc., dated July 30, 2007, signed and sealed by Carlos S. Rionda, P.E. . . . .. Submitted ander NOA No. 09-0316.09 . . . ' ' ' . .. . . . . ... • ••• ... .M el Perez,P.E. .. :Prodhcc nor 1 Examiner • :. 1110 o.15-0602.06 •• Expiration Date December 01,2020 Approval Date: December 10,2015 E-2 Or . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 7. . Laboratory compliance letters for Test Report No.'s HETI-04-1419A, dated January 20, 2005 and HETI-04-1419B, dated January 21, 2005, issued by Hurricane Engineering&Testing,Inc.,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0810.04) G. OTHERS 1. Notice of Acceptance No. 13-1224.02, issued to Trulite Window & Door Solutions, LLC for their Series "2500"Aluminum Single Hung Window--'L.M.I.", approved on 03/20/14 and expiring on 12/01/15. i I sees. . . . . .. i • sees . . . .. • . . . lose . sees . . . . 0:0 lo e lo loMa • 1 Perez,P.E. e lo ;ProdQc lo Q of Examiner •: :e ; ;lo N lta.15-0602.06 .. 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F serw lv SBWVI'ltl g Q$ 'dA 'XVW.Z/L £t W�Wi Z Q y a 3 9 CT1 II II II II II II II 11 II II II I1 C Gro II II m» II Ont II II it II II II II II II His its 'fld0"1.0 Tdo 70 v N y ,b/£6£ WN az _ g �NIHOW4 D03H A1mmm 'xm.4/L tt O d y w D p nr, J 00 W (=j g o 3 oz a co o a s W 1- wwn co� rc fBB3ig y C • •��• •F • y •O O uj rv� P n d,Z�� ••��• m •N O B Z EJ22s �¢g¢ tv Z C,4 � �OW NWO E Z � a�0 0 yy� o m 3r�c W 0 ZBOW go •' a•� L am F ��, •Qd � 41 42 QU • • • • • • • • • • • ••• • • • ••• • • EQUAL LITES WINDOWS UNEQUAL LITES (ORIEL TYPES)WINDOWS l� V DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOWS WITH SILL ANCHORS WINDOWS WITH SILL ANCHORS WINDOW DIMS. GLASS TYPES'A'&'B' WINDOW DIMS. JOLISS TYPES'A'&'B' WIDTH HEIGHT Exr.(+) INT.(-) WIDTH HEIGHT Exr.(+) 1Nr.(-) %: �rz p 19-1/8• 70.0 90.0 19-1/8• 70.0 90.0 \C; 28-1/2• 70.0 90.0 = 26-1/2' 70.0 80.0 = tie a. 37• 26' 70.0 90.0 37' 50-5/8' 70.0 90.0 42' (3) 70.0 90.0 42' (4) 70.0 90.0 961� m 48• 70.0 90.0 '� 48' BOA 65.0 (; 53-1/8• 70.0 90.0 53-1/8" 60.0 85.0 8 r 19-1/e' 70.0 90.0 W 19-1/8' 70.0 90.0 �_I 3$+I�IiiIM�'SSS 26-1/2• 70.0 90.0 26-1/2• 70.0 90.0 1[Q 1. 38-3/8' 70.0 90.0 37' 59• 70.0 90.0 42• (4) _70.0 _90.0 42• (5) 80A 65.0 46' 70.0 90.0 48' 60.0 65.0 1 y� 53-1/8• 70.0 90.0 53-1/8' 60.0 65.0 J•p 19-1/8• 70.0 90.0 19-1/8' 70.0 90.0 Q a f 26-1/2• 70.0 90.0 26-1/2• 70.0 904 0 37" 5o-5/8• 70.0 90.0 3Y 63• 70.0 90.0 42• (4) 70.0 90.0 42' (6) 60.0 65.0 J U if 4g• 80.0 85.0 48' 80.0 65.0 ' 53-1/9• 60.0 65.0 51• 60.0 65.0 WINDOWS {VITH 1e-1/s" 70.0 90.0 19-1/8' 70.0 904 SILL ANCHORS 26-1/2• 70.0 90.0 26-1/2• 74-i/4' 70.0 90.0 37• 59' 70.0 90.0 3Y (8) 80.0 88.0 pQZ 42• (5) 604 65.0 19-1/8• 70.0 90.0 Q¢� 48- 80A 65.0 28-1/Y 76' 70.0 1 04 A Q 53-1/8" Gao 65.0 37' (8) 80.0 85A .a M 19-1/8' 70.0 90.0 • NO.IN PARENTHESIS INDICATE NO.OF 26-1/2• 70.0 90.0 ANCHORS PER JAMB. � Z 37' 63" 7p.0 90.0 `r Zr 42' (8) 80.0 85.0j 'El 7 48' 60.0 65.0 y 53-1/8' �A 65.0 19-1/8• • 704l 90.0 40� • 37•• 74-1/4• 604 85. : 1/8•ANN.GLASS 1/8'ANN.GLASS • ••�i (6)• 65.0 090"Interloyer 090'Interlayer o 6 qg• 80.0 BSO • • Glasslom Safety-Plus 11 Safiex Clear And Color Wase p $R 83-1/8" 60.0 6"• •• By'Polymer Extrusion Technology. Inc.' By'Eastman Chemical CO.' 13 • 9l�' •am 90.Q,• •• PET FLAP 1/8'ANN.GL SS PE.FLAP 1/8•ANN.CtA55 PRODUCTRBVLS� �0" •• �•0 •0 .010'X 5��!�8•� .010'X 5 8• baa PjaBYo 3� •• EDW 602.06 • i•� 76' 604 e5.0• • IN EMD�NE �` IN SILICONE Do u S- �� 42• (40 0 8.- • SIUCONE m SILICONE z m c • ,� • 8010 65.6• • GE 2500 GE 2800 y� 9�tms1 a at on I o o S • •�• y{{ • 516 �•O •• to i S 'S o • ••••NC• IN PA 1NDICATE N% OR » ro o .. m ANCHORS R�B ••••• R L • 0 6 T e o • •••• • •• 8 Engr.JAVAD A LAAO • • • pyA N • •••• •••• • • FUl PE' 70392 • • 000* FOAA1 TAPE FOAM TAPE Y $ NOTE: 19 AWIDET 11/4 R THAN POI36 ON LITESt8 AWIDEER THAN INTS 36 ON LITESY b GLASS CAPACITIES ON THIS SHEET AREdrawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) GLASS TYPE 'A' GLASS*TYPE 'B' W05-37 AND FLORIDA BUILDING COMMISSION A 2 2015 DECLARATORY STATEMENT DCA05-DEC-219 GLAZING OPTIONS -heat 2 of 5 EQUAL L1TES WINDOWS UNEQUAL UTES(ORIEL TYPES)WINDOWS - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOWS WITHOUT SILL ANCHORS WINDOWS WITHOUT SILL ANCHORS WINDOW DIMS. MASS TYPE'C' WINDOW DIMS. GLASS TYPE'C' Z WIDTH HEIGHT EM.(+) 1-(-) i5 WIDTH HEIGHT E1R.(+) 1NL(-) % to rs O J 19-1/e• 60.0 65.0 19-1/8• 60.0 65.0 d F 7d 26-1/2• 60.0 65.0_ = 26-1/2- GOD 65.0 37' 26• 60.0 65.0 3r SO-s/9• WM 65.0 42• (3) 60.0 65M 42• (4) 60.0 65.0 48' 80.0 65.0 '� 48• 80.0 65.0 U• A�G 4 ss-1/s• 60.0 65.0 53-1/8• 60.0 65.0 _-� Y M 19-1/8' 80.0 85.0 w _I 19-1/e' 80.0 88.0 W GGG777 p 26-1/2• 60.0 65.0 26-1/2• 50.0 65.0 Q Q 37• 38-3/8• 60.0 65.0 3r 59' 60.0 65.0 dl 42• (4) 60.0 65.0 42' (5) Bao 63.0 48• 60.0 65.0 48• 60.0 65.0 of g 53-1/8' 60.0 65.0 53-1/6• 60.0 63.0 �i JLC 19-1/6• 60.0 65.0 19-1/8' 60.0 85.0 26-1/2" 60.0 65.0 26-1/2• 60.0 65.0 O 37• 50-5/8• 60.0 65.0 3r 83' 60.0 65.0 42• (4) 50.0 65.0 42• (8) 80.0 65.0 v V i 48• 60.0 65.0 48 80'0 85'0 WINDOWS WITHOUT � 53--1/8' BOA 65.0 51• 60.0 65A 19-1/8• 60.0 65.0 19-1/8• 60.0 65.0 SILL ANCHORS 74-1/4• 26-1/2' 60.0 65.0 2e-1/2• 60.0 85.0 Z 37' 59' 60.0 65.0 3r (a) sob 65.0 42- (5) 60.0 65.0 19-1/8' 60.0 65.0 Z alp 48' 60.0 65.0 26-1/2• 78• 8°A BS.o < t_O 53-1/8• Boo 55.0 sr (8) ps 60.0 65.0 �M 7 ^M r 19-1/8• 60.0 65.0 •NO.IN PARENTHESIS INDICATE NO.OF 12 ^R 26-1/2' 60.0 65.0 ANCHORS PER JAMB. g z$ _ 37 W. 60.0 65.0 xj o 42• (6) 60.0 65.0 12 M 41 48' 60.0 65.0 �S <a0 m 53-1/8• 60.0 65.0 O 19-1/8' 80.0 85.0 ' 26-1/2' 60.0 65.0 $ 3r 74-1/4• 80.0 BS.O 42' (6) 80.0 65.0 48' 85.0 1/6•ANN.GLASS `o R 53-1/8' 60.0 65.0 090'Interlayer 19-1/8' 80.0 65.0 Saflox Clear And Color pose `�s • • By'Eastman CheMool Co.' )'NODUCTR EVISED, 01 H 28-1/2• • 10.0 85.0 9 ,37• 76•• •0 .0 , 1/8'ANN. GLASS �OreFT°tida p ^/ •• w G•W2� (6) 60.0 B♦i.0• •• ,4*8' •• • 65.5 51* • SAO 66.0 • SILICONE z m NO. IN PARENTFZM INDICATE NO.pr•••• GE 2800 5i • •*%Cj10RS PER JAVj,•• °D is - • •••• •••• • • I M Engr:JAW1D AH6ND 1 4 • •••••• E •••• FLA. 8 7.592 0 1� • , •:•••: ,••••• p 8 CAM • lV 0000 GLASS CAPACITIES ONTHIS sdrawing no. 3• BUSTS) •• �A$ED ON I�TM 4E6300--09AT 1/4 POINTS ON LrtES e is NTDER THAN 36• A R AND FLORIDA �DING COMMISSIO W05-370 DECLARATORY , MENT DCA05-KC-219 GLASS TYPE 'C' sheet2.tof 5 00 0 TYPICAL ANCHORS 1/4"TAPCONS 1BY �I�'ANCHORS BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS �v SEE ELEV.FOR SPACING WOOD BUCK ®SEE .FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM < EDGE AND TRANSFER THEM TO THE BUILDING STRUCTURE. gI EI)G •DIST. ° < '^ < EDGE I o DIST. STRUCTURE Z g o F� N TYPICAL ANCHORS: SEE M .FOR SPACING _ a --b- 1/4' DUL ULTRACON BY 'FICO' (Fa=177 KSI,FY-133 KSI) � 1/4' DIA TAPCON BY '11W' (Fs=125 KSI,Fyo100 KSI) 0A a INTO 20Y WOOD BUCKS OR WOOD STRUCTURES o 1 h 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) $ Na 9 C. OR MASONRY TYPICAL ANCHORS THRU 18Y BUCKS INTO CONgq 1/4'TAPOONS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a S to SEE ELM FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) SD a 24 DIRECTLY INTO CONC. OR MASONRY T;if Fr—=-===_- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I a q� 11 MIAMIORADE COUNTY APPROVED II `aI MULuON& MULLION ANCHORS 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) E I I a jl SEE SEPARATE NOA 11 414 SMS OR SELF DRILLING SCREWS (LSRADE 2 ORS) _ yp c DIST. I i INTO METAL STRUCTURES s x, L -- -—_ _____-�� STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) .I •' 1a - - ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8.) = O atO OPTIONAL TO TYPICAL ANCHORS (NO SHIM SPACE) Z 18 20 BOTTOM LATCH B12 SMS - SEE ELEV.FOR SPACING TYPICAL EDGE DISTANCE M OINTO CONCRETE AND MASONRY = 2" MIN. NTO WOOD STRUCTURE = 1" MIN. r M W 4 I3� yj OB 5 INTO METAL STRUCTURE = 3/4" MIN. r3 z » WOOD AT HEAD,SILL OR JAMBS SO = 0.55 MIN. M 8 CONCRETE AT HEAD.SILL OR JAMBS f'c m 3000 PSI MIN. Q w I 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. � Q SEALANTS: @ n ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ E SCHNEE MOREHEAD SEAM SEALER SM5555. B °� e WEEPHOLES: • •• Wl = 3/4' WEEP NOTCH AT EACH END Ii 4 14 • • • • • • 1 • TYPICAL ANCHORS c°d' •••••• '' • 1/4-TAPCONS • ••• • • 1 2 USE WHEN REQUIRED "' $ 11 SEE SHEET 2 FOR CAPACITIES • • W1 •• SEE ELEV.FOR SPACING ' •••• 0000 E.g.JAVAD AHMADCw g • .:.. FLA.PEIV 70592 g • .- • .11_-I "�•. °, .' I I PRODOCTRBVISBD CAN. 78 �. • • .�`�_... • - mss.• Li• '0'' _. wcomldy�awahpmPlmidejj ••• " .�..' °\ •�r•.•.• . .. \ .'�..v > AB�� N C 2rr v_ 2�1� drawing no. 00•�• . _ BY • �R;! 5-37 e�. I T•• �" E0wo �DIST. sheet 3 of 5 • rm B PART 6 REQD. DRSCRTPTLON MATERIAL MANF./SUPPLIER/RENARKS 1 YE-169 1 FRAME HEM 6063-T8 - 2 YE-157 1 FRAME SILL 8063-78 - 3 YE-102 2 FRAME JAMB 5063-T8 - O J 4 YE-152 1 FDDE•D RAIL 6063-T6 - T 8 YE-151 1 VENT TOP RAIL 5053-TB - 6 YE-168 1 IVERr BOTTOM RAIL 5083-T8 - 4 v 7 YE-92 2 VENT JAMB 6063-T6 8 YB-4 AS READ. GLAZING BEAD ALUMINUM ROLL FORMED ^C O LL 9 YH-518 2/VENT SASH STOP RIGID VINYL 10 - 2/VENT BLOCK&TACKLE BALANCE TYPICAL ANCHORS 11 YM-505 2/VENT BALANCE CUP ALUMINUM COUNTY X12 SMS 12 YH-622 AS REOD. BULB W'STWPPING VINYL. SINGLE ROW 40 APPROVED E MULLION SEE El".FOR SPACING 13 YH-4004 AS REOD. FIN SEAL IPSTRiPPING.187 X.250 WOOL ULTRAFAB SEE SEPARATE NOA 14 YH-504 2/VENT SPRING LOADED VENT LATCHES NYLON/CELCON AT 11'FROM ENDS 14A YM-516 2/VENT SWEEP LOCKS 2AMAK AT 11'FROM ENDS b f4 g5� 1 15 YF-1 8 FRAME ASSEMBLY SCREWS(/10 X 3/4) CRS PLATED,PH SMS I I 18 YF-10 2/VENT FIXFD RAD.SOWS(ie X 17 CRS CAD PLATED,PH SMS 1` �I 17 YF-12 6/VENT VENT ASSEMBLY SCREWS(#5 X 1-1/47 CRS CAD PLATED,PH SMS 1 1 __ Is - AS REOD. SETTING BLACKS EPDM DUROMETER 80*5 SHORE A i� V - - ® I i 1 0 19 YF-6 1/CLIP /10 X 1/4'PH SFS POINT 8 - - 20 YF-14 2/LOCK SWEEP LOCK SCREWS()B X 5/87 - OH SMS 21 YC-155P 2/VENT SELF ADHESIVE PAD(.378'X.31'X.787 FDAM 22 YH-519 2/VENT BALANCE CAM PLASTIC - p 23 YH-519 1 REINFORCING BAR(.627 X.3127 STEEL. HRBS3 �y p 24 - 2/VENT SASH STOP(1'X 1-1/4'X 1/167 ALUMINUM ON 74-1, HtGH ONLY tom' a"o WINDOW WIDTH WINDOWTYCAL ANCWmTH SEE ELEV.FOO R SPACING SEE SHEET 2&2.1 FOR CAPACITY of 1/4'MAX. 1/4'SHIN TYPICAL.ANCHORS + 002 SEE ELEY. NG PA SFIM O mSEE SHEET 2&S2.1 FOR CAPACITY e, VENT WID1N q 13 D.L.OPG. 28Y WOOD UCK M°- SHIOR WOOD CTURE 10 METAL EZ e. o STRUCTURE ._- ..-.-=-.r.=. ._.-..-._._.._.. - -:-.. .._.. -,.�:._.___.. a 1 1/2 • 21 • 6666 ..4 .'•0. W N m TYPICAL ANCHORS • •• • EXTERIOR `':Q SEE Fl EV.MR SPACING c o e u ••••• 3 SEE SHEET 2&2.1 FOR CAPACITY • 6666 • 64 _ ':•n. • •• •• D.L.OPG. ."'`ik'- %;,. Bqr:JA AD AHMAD 6666 ••• •6646• 1BY CNIL n • • WOOD BUCKS FLA. /70592 •••• • •4 4• cA. '353e • 6 •4 6 6 4• • • WINDOW WIDTH 66664• • 464 PRO UCWFISM o 7 a • • • *6:900 uaDdl�nglCab WeP^diO�.o6 OBJ drawing .: ... . 4 6 4 4:4 4• ACS Do4' "lod Z0� WO5-37 • •••• • 00 By sheat 4 of 5 •• • • • • s . o 2.220 4%V e69 '11Y/%% Z ,327 / 3 .627 /' /.� 0 T e6o l JB / u 9€ FRAME HEAD a< IL a�m& 4371 ffII � � �— -L1A62 �{ FIXED RAIL O 1.167 .01 � 1.625 � >� Z �a to VENT TOP RAIL 1.562 .055 /" O 3.125 2.663 4 2.667 1.1231 / 3/4'WEEP NOTCH AT EACH END OF —� SCREEN RUNNING LEG H 1.0702 0 w�C o$ R a12 6871 S.H. VENT CORNER DETAIL m " • ♦. b $Q VENT B0Tf0M4RAIL• • ••.• NERf SIDE RAIL .a • • 2.174-4 • • i• • I '9� I� S.H. FRAME CORNER DETAIL o w n • • •• • • • .055 1.292 En9r.An MOND t o03 • •• •.•• J.027 2'1•.• C 3 ••�•. F1A p 70.56E o N • .0• .812 PRODUCT RBV136D LJD_._l_6 • • •• j�� as mmpt9108 wNb the Florida .. .. • • ... DWtdhre 0 2.06 24205 • ets • ••• i.t79 Ae�Om p� draw,ng no. •• • • •• .•i•..-t ,7 By W05-37 • 0 • • FRAMEVT• • ••FRAME JAMB sheet 5 of 5 0041.06 .•.• • •.•. 6/8/2016 -Miami-Dade Comty Miami-Dade County Building Product Information for N.O.A. 15-0130.02 NOA 15-0130.02 I'�I (library/,oroductcontroYnoa115013002.pdf) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Horizontal Slider Material Aluminum Applicant AWP Windows and Doors, LLC (pc-result detail a,Dp.asp?app alias=102671) Expiration—Date March/4/2019 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 90 Maximum_Design_Pressure_Negative 140 Description Series 1600 Impact View"Aluminum Horizontal Sliding Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result key app.asp) Page Last Edited:Wed Apr 22,2015 2:06:29 PM MIAMI-BADE .. ... .•. . . . . .. . .. .• . . ... . .. ... .. . . . .. . ... . ... . . .... . ... . . . . . . . . ...: . . .. .. ... . • • • •oo • . . . . . . . . . . . *go 0 . .. .. . . . .. .. 000 0 http://www.miamidade.gov/buildirgtpc-result app.asp?fldNOA=15-0130.02&BasicSearch=Go&Classificabon=0%2CUnknown+%2F+Unselected%2Cl&applica... 1/1 MM i®DACE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy AWP Windows and Doors,LLC 8130 NW 741 Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series"1600 Impact View"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W03-104,titled"Series-1600 Impact View Alum Horiz. Sliding Wdw.", sheets 1 through 7 of 7, dated 11/18/03, with revision E dated 10/30/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sh&n*b8'0r*ided'tp ih$ U.*r by the manufacturer or its distributors and shall be available for inspection at Ike job Bite eat t1k* 0 t Uthe Building Oficial. This NOA revises NOA#13-0326.09 and consists- this—page; and e*denea pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manvel,Pernz,P.L. . . . . • ... •. • . . . . .. . . . •• . . ••e :0 :� 0. 0 NOA No. 15-0130.02 MIAMI-DADE COUNTY Expiration Date: March 04,2019 �Uwntv l If, A roval Date: Februar 04,2016 •.• • • • . •.• • pp0Page l !! . . . . . . . . . . :00.: . .. .. . . . I1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#03-1203.02) 2. Drawing No.W03-104,titled"Series-1600 Impact View Alum Horiz. Sliding Wdw." sheets 1 through 7 of 7, dated 11/18/03,with revision E dated 10/30/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window w/insulated glass,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8412,dated 10/14/15,signed and sealed by Idalmis Ortega,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 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3791, dated 07/12/03,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03-1203.02) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3763,dated 05/03/03,signed and sealed by Joseph Chan,P.E. (Submitted under N0A#03-1203,U2)••; ; •• ; ; ••• . .. . . . . ... . . . . . . .. .... ... . . .. ••• . ••• 000 ManugYmek,P.E. ••; ; � ;•; ; • ; ;Product Cont of E miner •• • •• • • NOA N . -0130.02 •• . . • .. Expiration Date: March 04,2019 Approval Date: February 04,2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014),dated August 20,2015 and October 26,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14,expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no financial interest, dated October 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 14-0776 issued by the Product Control Section,dated September 8, 2014,signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20,2014,signed by Mr. Paul Schmitz, Chief Executive Officer and President,Trulite Intermediate Holding,LLC and Mr.Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA,dated April 20,2015,signed by Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. 5. Statement letter for Name Change Request dated July 15,2014,issued by AWP Windows and Doors,LLC,signed by Gerardo Beros,Director of Engineering. G. OTHERS 1. Notice of Acceptance No. 13-0326.09, issued to Trulite Window & Door Solutions, LLC for their Series "1600 Impact View" Aluminum Horizontal Sliding Window --- L.M.I., approved on 06/06/13 and expiring on 03/04/19. .. ... . . . . . .. . .. . . . . ... . •'• Manuel P e P.E. . A .'ProductContr E miner .. . . . . . . ...' :' :' .. '.' NOA No. -0130.02 Expiration Date: March 04,2019 Approval Date: February 04,2016 .. . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . HORS HORS AT MT&3SOLECENDS AT MfG-STILECENDS u AT 8'O.C.TYP. 108' AT 8'O.C.TYP. 74' ' WINDOW WIDTH FALSE MUNTINS WINDOW WIDTH Z qp (SURFACE APPLIED) $W V MAI' A 11' MAY BE USED 8'MAX. rA"N I1' F HEAD/SILL4 Fi.�I HEAD/SILL 4 MAX CORNERS CORNERS I 1 i 5 4 O Q L=== _ \= n 4 _ \ \ooil 0 I I, II I I II Fi 4 I 4 l i MAX 22 3/8' 49 3/8' 22 3/8' Pi X31 3/4" 31 3/4' TO D.L.OPG. D.L.OPG. D.L.OPG. D.L.OPG. D.L OPG. tD • •• 27' 27' 37 3/4' � �Q • • • VENT WIDTH 54 3/4' VENT WIDTH VENT WIDTH 1 38 1/2' 3 • • •••• • •• VENT WIDTH • •••• • • • VENT WIDTH • • • 'XOX' 'X0, OX OR XX' g z z ise* Z— - 0 FE THESE WINDOWS ARE RATED FOR URGE•&SMALL MISSILE IMPACT. TYPICAL ELEVATIONS a SHUTTERS ARE NOTgREQUItED. *00000 TESTED UNITS Q • goes 0000 •• •• com .%WES 1Mp,,:MPACT V�{Y�:•• � • _&U_XINUM HORIZONTAL L S��D VG WINDOI4 DESI LOAD I�iIN6S4ER THESEPWINDOW9TO BE AS PER i SHOWN SHEFT •g•• ` g APPR VAL APPuEsro SINGLE UNftfoFtliffE BY SIDE COMBINATIONS opg • QOiU11R./H.R. OR H.Ib dNDW. WITHoLI S MAMI-RADE COUNTY 0 • ROVED 1YR�WS USING MIAMI-DADE COUNTY APPROVED MULLIONS a u •••• • •• • • ll" DESIGN RRMW2E FROM W1 OWS & MULLION APPROVAL WILL APPLY TO-ENTIRE SI'STEM. M THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(STH EDITION) FLORIDA BUILDING CODE O1 >4 D INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). G m v n m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE S ANCHORS SWILL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS Emor.JAAD ARIM PRODUCT RFVISBD c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FIA OWL 7p�2 H�Pla iUt l,.Fimlda j NOT POARTGOFOR THIS AAPPROVAL CONDITIONS NOT SHOWN BI THESE DETAILS ARE A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. SS $ ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. ,�AN 2016 Mlam' roduct drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W03-104 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE __ REQUIREMENTS OF THE FLORIDA BUILDING CODE. .heat 1 of 7 3/18'ANN. (LASS 3/16'ANN.GLASS 080"Irderi%W 100'IrderkW Saflex Clear And Color Glow Uvekol S 3d Sy'Eastman Chemical Co.' By'AMnex USA.Inc. z 3/16-ANN.GLASS 7/18'ANN.GLASS 6 li ii 8 SILICONE 6 I! l! 6 SILICONE ! I! DOW CORNING 11991 II DOW COINING 1199 l7 GE SC52800 Ij Ij GE SC52800 p C SCHNEE MOREHEAD 8731 I SCHNEE MOREHFAD 9731 qT $ O O 1 t0 AT 1/4 POINTS ON UTES 10 Zl WIDER THAN 36'ONLY GLASS TYPE 'A' GLASS TYPE 7/16'OVERALL LAM.CLASS 7/16'OVERALL IAM.GLASS JJ J 1/4'AIR SPACE 1/4"AIR SPACE 1/8'NEAT STREN'D GLASS 1/8'ANN.GLASS o rf 1/8'TEMP.GLASS 090"Interlayer 1/e'ANN.CLASS x er Soflex Clear And Color Glass Sofle Nlear An Satlwc Clear And Color Glass DLIRASEAL SPACE • By'Eashnon Chemical Co.' DURASEAL SPACER By'Eastman Chemical Co.' Z a 1 Q �Y'OUANEr•• 148'HF4iTO SfREN'D G1A55 BY'QU�Ex' 1/8'ANN.GLASS rMj • • •..•• �oleo4 10 • • • �Z 'a •••.• n AftNE .i G 28 SILICONE Q •.••• • CORNING 1199 DOW CORNING 1199 0 • • 11E 800 i GE WS2800 ••.• • •• ! •0 f• i! f • • •• 10l"POINTS to AT 1/4 POINTS 0 f •••• • •• • �&WS ALL SIZES 8 • •• i4S TYP&y•• GLASS TYPE 'D' GLASS TYPE V NOT QUALIFIED • 0000 11/l•S% LL INSUL ftw"LAS: 11/18'OVERALL INSUL M.GLASS FOR INSTALLATIONS ABOVE 30 Fr. Oil GLAZING OPTIONS o• g S V C<m U O W O fir MW CIVRAHNAO PRODUCTREMPM 1 .SCA 3838 92 3v khagCdo wl9r the Platfda Accepwrae�I .a b O M1 Product drawing no. N 2016 W03-104 sheet 2_of 7_ DESIGN IAAD CAPACPTY-PSF(X0.OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PEP(XOX SIZES) �4 V G=TYPES I GLASS TYPE GIA83 TYPE GLASS TYPES GLASS TYPE GLASS TYPE MASS TYPES GLASS TYPE CLASS TYPE 1� 1 WINDOW DIMS. A 'B' 'C' 'D' WINDOW DDIS. A 'A' &'B' V ' WINDOW DIMS. A A. B &' ' 'C' 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) W-(-) EXr.(+) INT.(-) WIDTH H�OHf D'E%i.(+) 1NL(-) EXL(+) B4 T) Exr(+) 1NL(-) WIDTH FHvw DO.(+) Nr.(-) EXL(+) W.(-) EXL(+) INT.(-) 3� 29-1/2' 3 90.0 140.0 80A 90.0 _74.0 74.0 74' 20' 11 90A 140.0 90.0 904 74.0 74.0 74' 28. 10 90.0 140.0 90.0 90.0 74.0 74.0 37' 28' 5 90.0 140.0 90.0 804 74.0 74.0 108-1/4" (3) 14 90.0 140.0 90.0 904 74.0 74.0 106-1/4' (3) 13 80.0 140.0 90.0 90.0 74.0 74.0 4 r a 83-1/8- (3) 8 90.0 140.0 80.0 90.0 74A 744 111' 14 90.0 140.0 90.0 BOX 744 74A 111• 13 90.0 1404 90.0 904 74.0 74.0 g U 74' 8 90.0 1404 80.0 90.0 74A 74.0 74' 11 90.0 140.0 80.0 904 74.0 74.0 74' 10 90A 140.0 90.0 90.0 74.0 744 38-3/8' 38-3/9' 28-1/2' 3 80.0 140.0 80.0 80.0 74.0 74.0 108-1/4' (4) 14 90.0 134.3 90.0 904 74.0 74.0 108-1/4' (4) 13 90.0 131.7 90.0 90.0 74.0 74.0 4 37' 38-3/8' S SOD 140.0 90.0 90.0 74.0 74.0 111• 14 904 139.1 90.0 90.0 74.0 74.0 111' 13 90.0 1389 80.0 90.0 74.0 74.0 Fq 53-1/8' (4) 6 90.0 140.0 90.0 90.0 74.0 7&0 74' 80-5/6.. 11 90.0 131.2 90.0 80.0 740 74.0 74' 30-5/8- 10 90.0 123.3 90.0 SOD 74.0 74.0 ()p 74' 9 90.0 1404 90.0 804 744 74.0 108-1/4' (8) 14 90.0 109.6 - - 74.0 74.0 108-1/4' (S) 13 90.0 102.4 80.0 904 - - &Z� 26-1/2' 3 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 110.8 - - 74.0 74.0 111' 13 90.0 1068 BOA 90.0 - - o 37- 50-5/8- 8 90.0 140.0 90.0 80.0 74A 74.0 74' 11 90.0 110.0 80.0 80.0 74.0 74.0 74' 10 90.0 104.9 80.0 SOD 69.2 89.2 53-1/8' (8) 6 804 140.0 90.0 80.0 74.0 74.0 106-1/4' 6) 14 86.8 889 - - 74.0 74.0 108-1/4' 13 87.0 87.0 87.0 87.0 - - �t 74' 9 90.0 124.4 90.0 904 74.0 74.0 111' 14 84.8 84.9 - - - - 111' 13 88.8 85.6 85.6 85.6 - 26-1/2' 3 90.0 140.0 90.0 80.0 74A 74.0 72' 11 804 140.0 80.0 80.0 74.0 74.0 72' 10 90.0 140.0 90.0 90.0 74A 74.0 37' 8S' 8 90.0 137.3 90.0 90.0 74.0 74A Be 11 90.0 140.0 80.0 solo 74.0 74.0 64' 10 SOD 140.0 80.0 90.0 74.0 74.0 53-1/8- (6) 8 80.0 104.3 90.0 90.0 74.0 74.0 96' 2$ 11 90.0 140.0 60.0 80.0 74.0 74.0 88' 24' 13 90.0 140A 90.0 80.0 74.0 74.0 74' 9 849 84.8 849 54.9 744 74A 108' (2) 14 90.0 140.0 80.0 904 74.0 74.0 108' (2) 14 SOD 140.0 90.0 90.0 74.0 74.0 24' 3 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 SOD 140A 90.0 90.0 74A 74.0 J 36' 6 90.0 140.0 90.0 90.0 74.0 74.0 72' 11 90.0 140.0 90.0 904 74.0 740 72' 10 90.0 140.0 90.0 90.0 74.0 74.0 J 48' {3) 7 80.0 140.0 90.0 00.0 74.0 74.0 84' , 11 80.0 140.0 90.0 904 74A 74.0 84' S8, 10 90.0 140.0 904 90.0 74.0 74.0 80' 7 90.0 140.0 90.0 80.0 74.0 74.0 88' (3) 11 00.0 140.0 90.0 SOD 74.0 74.0 98' (6, 13 80.0 1404 80.0 90.0 744 74.0 �p 72' 9 840 140.0 90.0 90.0 74.0 74.0 106" 14 904 140.0 90.0 90A 74.0 74.0 108' 14 60.D 140.0 80.0 SOD 74.0 74.0 O 24' 3 904 140.0 90.0 904 74.0 74.0 111' 14 904 140.0 90.0 00.0 744 74.0 111' 14 SOD 140.0 90.0 90.0 744 74.0 C) 36' S 90.0 140.0 BOA 904 74.0 74.0 72' 11 90.0 140.0 90.0 BOA 740 74.0 72' 10 90.0 1335 00.0 90.0 74.0 70.0 Z>Q 48' (4) 7 904 140.0 90.0 90.0 74.0 74.0 84' 11 90.0 132.8 90.0 804 74.0 74.0 84' 10 90.0 125.9 80.0 90.0 74.0 74.0 80' (4) 7 904 1404 90.0 804 74.0 74.0 9B' 11 90.0 1283 SOD 90.0 74.0 74.0 98' 13 90.0 1204 904 90.0 74.0 74.0 M F 72' 9 90.0 140.0 90.0 904 74.0 74.0 108' 14 90.0 119.4 - 74.0 74.0 108' 14 SOD 1152 90.0 60.0 - - 24' • 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 115.7 - - 744 74.0 111' 14 SOD 111.9 90.0 90.0 - - 8 Z$ • 36'• 0 08 90.0 140.0 90.0 90.0 74.0 744 72' 11 90.0 116.0 90.0 90.0 740 74.0 72' 10 90.0 1084 90.0 90.0 744 740 T6L a g • 048E 48' ')'• 90.0 •10.0 .0 80.0 74.0 74.0 84' 11 904 108.1 90.0 904 74.0 74.0 84' 10 SOD 102.1 90.0 90.0 - - Mo- • 600 (5) 7 90.0 .S 8lRO 90.0 74.0 74.0 98' 60' 11 SOD 99.5 - 74.0 74.0 Or �• 13 90.0 975 80.0 80.0 - �aoe • •1Bi •• 1!• 90.0 120.3 D 90.0 74.0 74.0 108' (S) 14 90A 93.3 - 744 74.0 JOB' (S) 14 80.0 635 80.0 90.0 - 24' 3 90.0 40.0 90.0 90.0 740 74.0 111' 14 90.0 92.0 - 74.0 74.0 111' 1 14 90.0 91.1 1 90.0 904 - • 38' S 90.0 +,jl 0 804 74.0 74.0 72' 11 90.0 116.7 904 90.0 74.0 74.0 72' 10 90.0 MA 80.0 90.0 739 73.8 •• • (6) •7 90.0 11&2 90.0 90.0 74.0 74.0 w81^1/4' 11 904 104.8 - - 74.0 74.0 �'� 81-1/4' 10 90.0 101.7 90.0 90A - • • •• 07 904 •103.4 0 804 74.0 74.0 98- (5) 11 90.0 96.3 - - 74.0 74.0 Be (S) 13 80.0 892 90.0 80.0 - - •• • 72' 9 90.0 0 @ft• 80.0 904 74.0 74.0 108' 14 90.0 90.2 - - 74.0 74.0 108• 14 80.0 91.0 90.0 90.0 • 7•i •0 ANCHORS WOROMEAD &SILL 111 14 BBA 884 - - 74.0 74.0 111' 14 90.0 902 90.0 90.0 • •• ( ) • NO. ANCHORS•P•ER•JAMB A = NO. OF ANCHORS PER HEAD &SILL A- NO. OF ANCHORS PER HEAD&SILL • () - NO.OF ANCHORS PER JAMB ( ) - NO. OF ANCHORS PER JAMB oes Joe • -- • • . (1/3W) (1/3W) (V (1/4W) (1/2W) (1/4W) 0 • • • • 4� LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS Enqr:JAVAD AHMADcra '1 c CA 'XX' OXO OR OX' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 753e7959z • IXOX' rRODUCTRBVISBD g NOTE: XOXBuy with 9w Flo" �S AcetPlmMx pqJ -O GLASS CAPACITIES ON THIS SHEET ARE B ��Q X16 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W03-104 AND FLORIDA BUILDING COMMISSION BY DECLARATORY STATEMENT DCAO5-DEC-219 M�nr PreGOa sheet 3 ot_7 TYPICAL ANCHORS METAL V Q SEE ELEY. STRUCTURE o 10Y OR 2EY FOR SPAC010 TYPICAL ANCHORS NTY W000 BUCK FOR SPACING APPROVED MULLION ."t .• 'q<- d1, ..E $MUWON ANCHORS / °n ° a•r.a, d EDGE v 1 N .>'. J .e DIST. 01ST. 0 U •1 g I �� °d gall o ti li - 17 15 4 TYPICAL ANCHORS TYPICAL ANCHOR9 VV�II SEE ELEV. SEE EL.EV. 1 I� ! FOR SPACING FOR SPACING LL 4 z s ri 8 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS a T r• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FDL VENT Mov.VFM O i i! Ii i AND TRANSFER THEM TO THE BUILDING STRUCTURE. IUSEALANTS: TYPICAL ANCHORS: SEE EIEv.FOR SPACING � ! i FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1/A' DIA. ULTRACON BY 'ELCO' (Fu-177 M.FI-155 ttsi) !!I' SEALED WITH WHITE/ALUMINUM COLORED SEALANT. THRU 1 B OR 20Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) g Lj WEEPHOLES: 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) S W7 1-5/B" X 1/4" WEEPHOLES AT 12' FROM EACH END DIRECTLY INTO CONC. OR MASONRY ° W WITH PLASTIC BAFFLE 2' MIN. EMBED INTO CONCRETE (HEAD/SILL) W2 m 3/4" X 5/8' WEEPHOLE AT EACH END 1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) aM i! W3 = 1-1/4' X 1/4" WEEPHOLES AT 16-1/2' FROM EACH ENDQ 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE S CRS) Z� • •• o li i INTO METAL STRUCTURES $Z :Doe*: 0':909 • i STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) w1 M 8 • • ii li ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) Q�� • •••• • •••• • ii ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • L i �'�, i! '! FDC VEIN MOV.VENT 419 SUS OR SELF DRILLING SCREWS (GRADE 2 CIS) • •••• i ii ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8`) •:••gp i j! 9 (NO SHIM SPACE) • • ••••• iii 11 S TOCAL EDGE DIGTAN. c •••••• yg :0901: • L !� to a 4 INTO CONCRETE AND MASONRY 2-1/2" MIN. •• ••• • • • INTO WOOD STRUCTURE - 1' MIN. • • •W3 4 INTO METAL STRUCTURE = 3/4' MIN. $ , • •• • : ••• •• WOOD AT HEAD,SILL OR JAMBS SO = 0.55 MIN. ' • CONCRETE AT HEAD,SILL OR JAMBS fo s 3000 PSI MIN. • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. •• ••• �•2 0 • 2 o. moo • • • !' 1 W1 Fngn JAVAFDIAD PRODUCTREVISED B L nA.PE/70592 mC0WP1YiO6wOh do FladN a CAN.3535 eatldiag Cade I�1•� �• ° •• AecgNaaceldo i� g ISL ' r° ° rWion Date 2D19 r: tYPcaL ANCHORS 1 0 2016 M I roaact drawto e' L SEE a". ,'' W03-104 W2 FOR SPACING - EDGE E2Sf. ° J sheet Lof 7 1/4-MAX. SHMS SHIM VENT WIDTH 8 VENT WIDTH O D.L OPO. D.L OPG. TYPICAL ANR SEE ELEV. V �yc FOR SPACING ............. i 13 STRUCMAL TU IB 21 ..,'.,/4• p e� v o• • O D.L OPO. w t.7 i5 MIAMI—DARE COUNTY APPROVED MULLION EXTERIOR �`MULLION ANCHORS �(3 WINDOW WIDTH pg TYPICAL ANCHORS EE TYPICAL ANCHORS SEE ELEV. XOX LAYOUT SELEV.FOR SPACING W FOR SPACING Q 0 n� • •••� 0000• • � ty�8 • • • • • • 0000 0000•• • • QYgE • • 1J4-SHI� • O 0::0:: ••••• O VENT WIDTH O iJSHIMMAX. • 0000 MNL0• •• •• D.L OPG. g 0 0 0 0 0000 0 • 1'h • ••••AWOOI�ICK. 000000 WINDOW WIDTH WINDOW WIDTH c • 0v•• TYPICAL ANCHOR• SfE•• •• •• ••• o EiXt• 0000 .1 TJ4" i I Erw C7 JAYS HM �) aQb g PRODUCT REVISED e m emplyiva wa Yhu Fla" Y C D.L.OPO. .i Fli1 Duddiug Code y^ ^ FOR SPACING VENT Yom WOOD&1CKS EXTERIOR t �y WOW"WWTH � 16 M Pmd¢clCmllol drawing no. W03-104 X% LAYOUT sheet 5 of 100 PART 0 QOANTITY DRSCRU%TON MATSIGAL 1MNR./SUPPIIER/R0UR&4 �4 --- y 1.434 -3.788 ! 1 YE-1600 1 FRAME MEAD 6083-TB - 2 YE-1801v I 1 FRAME 501 8083-TB - .062 2A YE-16061 1 ALT.FRAME SRL 6003-TB - Z 1.468 3 YE-1602 1 FRAME JAMB 6063-76 - 1.123 4 YE-1806 1 SILL TRACH INSERT 6083-78 1.97 _0 6 YE-1803 I/VENT FOND RAIL 6083-T8Fj 8 YE-1704 1/VENT PENT IDiEDNG RAIL 80&!-T8 OVENT TDP/B0 roM RAIL 7 YE-1604 1/VENT JAMB STILE 6063-Te - g 9 (IAM.GLASS) a YE-1707 AS READ. GLAZING BEAD(Wi CLASS) 8063-T6 - 3287 5A ARP-YE-1817 AS REOD. GLAZING BEAD(MSUL LAN.GLASS) 8083-T6 - 1.434 9 YE-1706 Z/VENT TOP AND BOLTON RAR(LAN.CLASS) 6063-T6 - � O FRAME HEAD .062 9A YE-vD6R 2/VENT TOP MID BOTTOM RAO.(NSUL LAM.GLASS) 6083-TB - &Q P�1 to - AS REAM SETTING BLOCKS EPMA DUROMETER 80+5 SHORE A 60jJ 3,786 1 It YH-1605 2/VENT BRASS ROLLERS IN NYLON HOUSING,AT 2-1/4'FROM EACH END - AWP,FASTENED N/(3)/6%1/4'PH SMS 1.458 12 YH-715 2/VENT VENT LATCH 7AYAK AT 10-1/2'FROM TOP AND BOTTOM p G 1.123 13 YF-14 2/LATCH VENT LATCH SCREWS _ {{{III4 2 �j (2)/10 X 3/4 ON SYS .062 14 YM-622 AS REW. SULK YISTRIPPMO,DUROMETFR 75+8 SHORE A VMYI. SUILVAN&SULLNAN 18 YR-602 AS READ. FIN SEAL W'STRWINO ULTPAFAB VENT TDP/l0TTOM RAIL IB YF-10 AS RFA0. FRAME/VENT ASSEMBLY SCREWS CRS is%Y P.H.SHS O ® (LNSUL-lAAA CLASS) 17 YH-1602 2/VENT TOP fB1OE VINYL AWP .64O YE-1807) 18 YM-1603 21MU BOTTOM CME STEEL AWP 3.840(YE-1808A) J 3,538 1.824 19 YF-71 2/GUIDE GLADE SCREWS - SMS g J 20 YM-1901 1/WEEP OPEN CELL FOAM PAD(1'%1'%3/47 - AWP 21 YH-1604 - OPEN CELL FOAM PAD(1-1/$%1/C%1-3/47 - AWP 22 YH-1608 2 WEEPHOLE COVERS - AWP 1.340 23 YH-1602 AS READ. FRIED VENT CUP 6063-79 AWP 24 YH-1603 AS READ. NOV.VENT N 8063-TS A 25 YF-71 A9 REQD. GUIDE SCI�OIS WP CRS /8%1'P.H.SMS � 3.288 .082 26 YH-1622 AS RZEQO. GLAZING GASKET.OUROMETER 70+5 SHORE A VINYL 2685 n R Z�+. ® • AWG SILLa^S o • Q JAMB STILE IL • •••• •••• • •• M • • • .314 • • • a�e�, • •••• •••• • • • 2.000 0 • • •708 A82• • • .728-•I .126 F .. ... g • •• 1.497-_- • • • • •••• •••••• 2.583 1.750 1.780 �s • m• 4a e 11 4 Al, K •t•• 1.481 6 • II II II � }g •• ••• •` •.� •••• 4 .950 I�.lIS0�1 � �+ • 93917- All •• • • •• 06 0• >; 3 **Soo* • • • MEEnNG ML 23 FIXED VENT CUP 24 MOV. VENT GUIDE c • .062 • iC<m ocm ••• -2.273- -�{ 3.348 .941, I r.13o Ew JAVA D PRODUCTREVLSBD T $ 1.81a 1.J38 1.OS0 .1148 1.045 CA #70592 awmi Cod wU6 CNa PtotidA i �y La JAcccpmcc?40147-0 02 E Tab-Aj oo Date ���1 �S .789 .082 .375 .�1 6 s Sy 0 I.3M 3334 'A 2016 Mlemd Aatct4l drawing no. ® O W03-104 O3 FRAME JAMB ® FIXED MTG. RAIL GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) sheat B of 7 to 00 / 00 T FRAME TOP CORNER n� Z • •••i •••• • i _ •••• • • is • • •• •••• ••• VENT TOP/ TfOM CORNERS m • ••• • oy ••• ••• $ • c • ••• • • • • 6!m Erkgr JAVAD ARM PRODUCT RMSEDCML 8 o FLA. 70592 °s PI7lotwhhtheFl ew I yv rn" 3m" Nok*0130.02 l. $ ff2AtdE BOTTOM CORNER 9C1qN 2016 ob drmvingno. W03-104 sheet 7 of 7 6/8/2016 -Miami-Dade County Miami-Dade County Building Product Information for N.O.A. 15-0602.05 NOA 15-0602.05 U (library/productcontroYnoa/1506O2O5.pdf) Superseded_By ® G> File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Fixed Material Aluminum Applicant AWP Windows and Doors. LLC (pc-result detail app.asp?app alias=102671) Expiration—Date March/4/2019 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 80 Maximum_Design_Pressure_Negative 80 Description Series"300 Impact View"Aluminum Fixed Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result keV app.asp) Page Last Edited:Wed Apr 22,2015 2:06:29 PM MIAMFwDE .. ... . . . . . .. 000 . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . ... . . . . . .. .•• . . . . . .. . . . •• • . • . . . . . . .. . . . . . . •• •• . . . :0 • .. ... . . . ... . . http://www.miamidade.gov/builcingtpc-result app.asp?fldNOA=15-0602.05&BasicSearch=Go&Classification=0%2CUnknown+%2F+Unselected%2Cl&applica.. 1/1 s MIAMI•I3ADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaaae.eoy/economy AWP Windows and Doors,LLC 8130 NW 74te Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11300 Impact View"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-39, titled "Series `300 Impact View' Alum Fixed.Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03,with revision I dated 02/09/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire tT6A7sJaA ierovidad- the the user by the manufacturer or its distributors and shall be available for inspeCt on%t4e jpt:sQe�r the west of the Building Official. This NOA revises NOA No. 13-0326.08'And'cbitsisW of1ihi?p9g8*1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation wasrevigwgd+rMaquel P1rez,P.E. ••• . . . ... . . . . . . • . . . • • •• . . • •• NOA No.15-0602.05 MIAMMADE Coin Expiration Date: March 04,2019 Approval Date: February 18,2016 Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 03-0710.01) 2. Drawing No. W03-9, titled "Series 300 Impact View Alum Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision H dated 12/04/15, prepared by Al--Farooq Corporation,signed and sealed by Javad Ahmad,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, and TAS 202-94 along with marked-up drawings and installation diagram of a series"Impact View" aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8479, dated 01/14/16,signed and sealed by Idalmis Ortega,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 along with marked-up drawings and installation diagram of a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3467,dated 03/31103,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0710.01) 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 a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-3553,dated 03/31/03,signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0710.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5tb Edition (2014), prepared!by 1j1=f atogq.Cprpojaison, dated 04/24/15 and revised on 02/01/16, signed and sealed by 7avAA Ah:h4dPOM. 2. Glazing complies with A8!rr*E1300-W • .•. 0:• • • • •'• anu a ez,P-E. . Product Cont of aminer. .• . NOA No.15-0602.05 Expiration Date: March 04,2019 ••• • • ••• Approval Date: February 18,2016 ... . .. .. . . . .. .. . ... . AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06119/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1105.10 issued to SAF-CLAS, LLC for their "SAF- GLAS Polycarbonate Glass Interlayer", dated 12/19/13, expiring on 12/16/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated January 22, 2016, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 13-0326.08, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. 4. Statement letter for Name Change Request dated 07/15/14, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-8479, dated 01/14/16, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Idalmis Ortega,P.E. 6. Proposal No. 15-5909 issued by the Product Control Section, dated 09/04/14, signed by Manuel Perez,P.E. 7. Laboratory compliance letters for Test Report No.'s FTL-3467 and FTL-3553, both dated'03/31/03, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0710.01) G. OTHERS 1. Notice of Acceptance No. 13-0326.08, issued to Trulite Window & Door Solutions, LLC for their Series "Impact View" Aluminum Fixed Window-L.M.I., approved on 06/06/13 and expiring on 03/04/19. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • 0:0 000 Manuel Per .E. • • Product COIItrpl ER rier •• •• . . NOA No. 15-0602.05 . . •• • •• • Expiration Date: March 04,2019 Approval Date: February 18,2016 ••• 2• ••• . . . . . . . . . . 0.. .• •• ... .• .. .. . . . .. . . FALSE MUNRNS �� G SURFACE APPLIED 5'MAX. 10 3/4'MAX. OPTIONAL c3S mom ENDS a HEAD/SILL Z J 11 II II II I, w j�(�j iX: 11 11 II II II fail II ------- =-H=_=-H=-rr_=Ti___rtr r==tl..-- 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF % n WINDOW DIMS. GLASS TYPE'B' GLASS TYPE'C WINDOW DIMS. GLASS TYPE'B' GLASS TYPE'C' W M n WIDTH LENGTH EXT.(+) TNT.(-) EXT.(+) INT.(-) WIDTH LENGTH EXT,(+) INTA-) EXT.(+) TNT.(-) 3 36• 66.7 66.7 80.0 80.0 19-1/8' 80.0 80.0 80.0 80.0 Z � 42' 50.0 50.0 60.0 80.0 28-1/2- 28, 80.0 80.0 80.0 80.0 48' 50.0 50.0 80.0 80.0 37- 80.0 80.0 80.0 80.0 �QQ7 IL $ sa• 46' 50.0 50.0 80.0 80.0 53-1/8- 60.0 60.0 60.0 60.0 j v Bo' 50.0 50.0 80.0 80.0 19-1/8' 80.0 60.0 60.0 80.0 ;� IGGGaIIIµy1� 66' 50.0 50.0 80.0 80.0 26-1/2- , 80.0 80.0 80.0 80.0 72- 50.0 90.0 90.0 1 80.0 37' 64.9 64.9 80.0 80.0 T[ 38' 66.7 66.7 80.0 80.0 53-1/8' r47.4 82.5 80.0 80.0 V ryryry D 42' 50.0 50.0 80.0 80.0 19-1/8' _80.0 80.0 80.0 R O 48- 50.0 50.0 50.0 80.0 26-1/2- 50-5/8' 60.0 60.0 80.0 GY S4' 60• 44.4 44._4 80.0 80.0 _ 37' 64.9 80.0 80.0 L g 60' 40.0 40.0 60.0 80.0 53-1/8' 47.4 80.0 80.0 66' 40.0 40.0 80.0 80.0 19-1/8' 80.0 80.0 80A72• 40.0 40.0 80.0 80.0 26-1/2' 80.0 80.0 80.038' 65.7 66.7 BO.0 80.0 37• 64.9 B0.0 80.0 42' 50.0 50.0 80.0 80.0 53-1/8' 45.2 452 80.0 80.0 48' 50.0 50.0 80.0 80.0 19-1/8' 80.0 80.0 80.0 00.0_ 54' 72' 44.4 44.4 80.0 80.0_ 26-1/2' 74-1/4' 80.0 80.0 80.0 80.0 60' • AM 400 40.0 80.0- 80.0 37° 84.9 04.9 60.0 80.0 m • 68 • 36.4 72.7 72.7 53-1/6' 452 452 80.0 gpp MOTH AND LENGTH 70N ALLY CAN W ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE p •TRS 33.3 33.3 697 066.7 36- • 66.7 80.0 BO.0 • •4. 50.0• 50.0 80.0_ 080.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE Za 0 6041 .0 50.0 •80.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). Q •• • 14' 84° 44.4 44.4 80.0 80.0 M N 60' 40.0 ••80.0 Q n, I • O�0 • OF - 0741.6 a 072.7 Z�� • - - 6. 66.7 Z 38' 0 OMA e_ 64.8 80.0 80.0 C)J^ 0 e e� `0.0• 50.0 OAR• 80.0 3/16-ANN.CLASS 3/18'HEAT STREWD GLASS • 480 98' 050.0 50.0 090*0 80•O ,090-Interlayer O e 0 e" 0 4 44.4 �. 80.0 Sollex Clear And Color Glass By • 60' 0 e - • - 8D.0 80.0 .090'Interlayer 'Eastman Chemical Co.' 66' •••6 - 72�• 72.7 Safer Clew And Color Glass OR • By'Eastman Chemlwl Co.' 100'Interlayer ggg e e 0 416f e•iTA 63.2_ 080.0 80.0 SAF-CLAS Polycarbonate c 42' •0 0• 50.0 80.0 80.0 By 'SAF-GLAS.LLC. o >4 48' 108' 50.0 50.0 80.0 80.0 a a 54' - - 80.0 80.0 G 3/16'ANN. GLASS 3/16-HEAT STREN'D GLASSpBSy 60• - - 80.0 80.0 a3§@ � 36' 62.5_ 62.5 60.0 80.0 SIMONE SILICONE � o,nnplyinggPRODUCT "Rha Fledds (� 3 5 42' 50.0 50.0 80.0 80.0 G.E.ORA 895 D SCS2800 G.E.COR GLAZE II SC52800 895 BuMpTICade 1 5. O " 02 s O 5 48• 114' 50.0 50.0 80.0 80.0 SCHNEE-MOREHEAD SM5731 SCHNEE-MOREHEAD SM5731 Acceptmua No m g I g Ex a,, L111, •o m 54' - - BOX 80.0 OMNAL 2 � I OPTIONAL 2 I I (Y, I I 9y 60' - - BOA 80.0 r- II I� _ 11 a' 36' 61.9 61.9 80.0 _80.0 II II i1 p 42- 120• - - BOA 80.0 rye •_ 48- - - 80.0 80.D Engr:JAVAD MUM 54' -�-- - -- 80.0 80.0 � 7 AT 1/4 POINTS ON LITES � AT 1/4 POINTS ON LOSS CML � 36' 80.9 60.9 80.0 80.0 s q WIDER THAN 38' s 7 WIDER THAN 36" EIA,PE 70892 0 az' 132' - - Bo.o eo.o a 5 GLASS TYPE 'B' a g GLASS TYPE 'C' qqc 48- - - 80.0 eo.0 m 7/16.OVERALL.IAM.GIA55 a 7/16-OVERALL LAM.GLASS Q Q1u C 38" 144- 80.2 80.2 80.0 80.0 �� drawing no. az• - - eo.o eo.o GLAZING OPTIONS W03-39 ah•et_20f 6 o _ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE'D' GLASS TYPE'E' WINDOW DINS. GIASS TYPE'D' GLASS TYPE'E' W (a mo WIDTH LENGTH EXT.(+) INT.(-) EXL(+) WIDTH LENGTH EXT,(+) INT,C-) EXT.(+) INT,(-) I� Z j 36 70.0 70.0 80.0 80.0 19-1/8• 70.0 70.0 80.0 80.0 ( I 42' 70.0 70.0 80.0 80.0 26-1/2' 28. 70.0 70.0 80.0 9_0.0 � 48" 68.0 68.0 80.0 80.0 37' 70.0 70.0 80.0 80.0 54' 48' 65.3 65.3 80.0 80.0 53-1/8' 70.0 70.0 80.0 80.0 O 80' 57.5 57.5 80.0 80.0 19-1/8' 70.0 70.0 80.0 Ill 66" 51.1 51.1 80.0 80.0 26-1/2• 38-3/8, 70.0 70.0 80.0 80.0 72• - - 80.0 90.0 37' 70.0 70.0 80.0 80.0 36' 66.0 66.0 80.0 60,0 53-1/8' 70.0 70.0 80.0 80.0 42' 60.0 60.0 80.0 80.0 19-1/8' 70.0 70.0 80.0 80.0 g 48' 57.5 57.5 80.0 90.0 26-1/2• 70.0 70.0 80.0 80.0 Q 411 50-5/8• 54" 60• 53.5 53.5 78.5 78.5 37' 70.0 70.0 80.0 80.0 L 60' - - 70.7 70.7 53-1/8' 63.7 63.7 80.0 80.0 Z 66" - - 70.7 70.7 19-1/8' 70.0 70.0 80.0 80.0 -- r p 36' 52.5 52.5 80.0 80.0 26-1/2' 83, 70.0 70.0 80.0 80.0 42° 72. 47.0 47.0 80.0 80.0 37" 60.9 60.9 80.0 80.0 3i O 48" - - 80.0_ _80.0 53-1/8" 51.5 51.5 79.8 79.8 54" - - 78.5 78.5 19-1/8' 70.0 70.0 80.0 80.0 36' • 42.3 42.3 80.0 80.0 26-1/2" 74-1/4" 70.0 70.0 80.0 80.0 42' 84'• •- - 80.0 8D.0 37' 47.1 47.1 80.0 80.0 WIDTH AND LENGTH DGD: ONS GW BE ORIENTED • ••• VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • - 80.01 80.0 53-1/8' - - 79.8 79.8 � O • 36i 96. - - .3 77.3 19-1/8' - - 60.0 80.0 • • •!•• _ 71.1 71.1 26-1/2' 76. - - 80.0 80.0 • 36' tog' - - 7 0 072.0 37' - - 50.0 80.0 Q� • 000000 53-1/8' - - 79b 79.8 1,0 • M ••••A�E: 0000 •• •• aM IV s n J • •GI.1S5 CAPgGryF�S ON THIS � :�E � g C $ •• �RSED ON ASTM E1300-09 (3 SEC. GUSTS). o • 0000 0000•• • • • • • 0000 ���v • • • •••••• 1/8'ANN./TEMP. GLASS 1/8'TEMP.GLASS Q 002 0 •• ••• • •• •••••• 1/4'AIR SPACE 1/4'AIR SPACE • •••• = •••• 1/8"ANN. GLASS 1/8'HEAT STREWO GLASS •• ••• 0000 • • 0 • 090'Interlayer 090"Interlayer 14 Soft"Clear And Color Gloss R'. Seflex Clear And Color Gloss PRODUCTREVISED •••• o By'Eoslman Chemical Co. o By'Eastman Chemicol Co.' is comPlylogwiththo FlOtWo C q c 3ulldinB Ca do '� 5• O V O 2 r O 5 1/8'ANN.GLASS 1/8'HEAT SHtEN'D GLASS APxp on No 6 0 c m 199 ip. pp.. 4 adeProduct tra SILICONE z SILICONE $ I DOW CORNING 899 = II DOW CORNING 899 N ' GE 2800 iv ' GE 2800 ) o m g ° i �� ° EXTERIOR PLY OF GLASS TYPE 'D' •c a MUST BE TEMPERED TO QUALIFY FOR z_ SMALL MISSILE IMPACT RATING. ceplam AT 1/4 POINTS 7 AT 1/4 POINTS Engr.AWAD AHMAD O •r OUR/SEAL SPACER 7 ALL SIZES DURASFAL SPACER ALL SIZES HA, CIVIL /70592 BY'OlI0.NEX' 8Y OUANFx �8 GLASS TYPE 'D' GLASS TYPE 'E' i 11/16.OVERALL INSUL LAM.GLASS 11/16.OVERALL INSUL IAM. GLASS t1 2U16 drawing no. J W03-39 GLAZING OPTIONS sheet 3 of 6 17BK PART 0 QUANTITY DESCRIPTION MATBRIAL MANY./SUPPURE/REMARKS a - 1.495 .521 .948 1 YE-68 4 WINDOW FRAME 6083-T8 - 2 YE-1405 AS READ. GLAZING BEAD(WI.GLASS)(OPTIONAL) 8083-T5 - M 2A YE-45 AS REOD. GLAZING BM(MAR.IAM.GLASS) 6063-T5 - Z .755 ,fir .693 3 YE-818 4 COVER PLATE 6083-1'9 - 0 4 YN-1465 4 FRAME CORNER IfEY _... __..._ 8083-TS 891 5 YH-622 AS REQD. GLAZING VINYL VINYL SULLNAN U 1.346 8 YF-10 2/CORNER FRAME ASSEMBLY SCREWS - 08 X 1-PH SMS I .�5 7 AS READ. SETTING BLOCKS EPDM OURDMEIER 8045 SNORE A tNV �L 31- LL< .055 2.964 6 W Op OO WINDOW FRAME u .500 / gaLL Ilk gg .81t7 �g 755 .66800 4 3 J 0 O2 -GLAZING B§M*(a. GLASFJ 0 / • • • • g • 0000IV04'* 81jm• 000 •060.0• •7 •� •• •0000 o • • WELDED JOINTS sip p•00•• ••f• AT CIRCULAR 0 4A 0 •:•••: ♦ 0 WINDOWS M " • ING BEAD INSUL. LAM. GLASS) Q com 0: psoo eas *0:000 O •00• • 6• • • 0000• 000400 0000 0 0 0 6 ••0f 0 :30 CIRCULAR�INOOWS RECT. OR SQUARE WINDOWS m N M TYP CORNER DXT I e-m m 2 2 0 Ergr.JAVAD ANMAD _ -F OPAL PRDDUCPREVISED FIA PE 170592 n9 COmply0t wPf with BL. .iid6 C N. D°Bd"BCod° A eplaO..NO 15 — 0 6 0 2 . 0 5 P .D Dm. 2019 aruwlrR� �o. nl.ml d.PY6d6Mc.. L' Z�1S W03-39 U sheaf 8 of 6 TYPICAL ANCHORS TYPICAL ANCHORS pa Y SEE HORS SEE HORS /�� n FOR SPACING FOR SPACING `Y ' tBY � WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS 1O WOOD BUCK,. 'a NETAL EDGE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O EDGE DISI• DIST• n; „ '. op STRUCTURE AND TRANSFER THEM TO THE BUILDING STRUCTURE. Ed Q a $ I TYPICAL ANCHORS: SEE ELEv.FGR SPACING o " —�- 114" DIA, ULTRACON BY TELCO' (Fum177 KSL FY-155 KSI) a 1 I ],/4" DIA TAPCON WITH ATT BY 'nX (Fu-125 KSI,"100 KSI) +` g INTO 2BY W000 BUCKS OR WOOD STRUCTURES A 6 z = 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Gsg di p YI NQQ 'I'+ 4 3 = n THRU 18Y BUCKS INTO CONC. OR MASONRY 'a G TYPICAL1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a12 ANCHORS SEE ELEV. 1-1/4" MIN. EMBED INTO MASONRY (JAMBS)_ 4 4 FOR SPACING LL Ni I, rr--===-----------—i� DIRECTLY IN70 CONC. OR MASONRY I MIAMI-DARE COUNTY APPROVED jl 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)MULLION& S SEE SEPARATE NOAN ANCHORS i� 1-1/4" NEIN. EMBED INTO MASONRY (JAMBS) r— - � I EDGE 1 i Dom' N ,#» TEKS OR SELF DRILLNG SCREWS (GRADE 5 CRs) d I' `-----------� ----- '� INTO METAL STRUCTURES ---_- I+ - --'---- 36 KSI MIN.•••• STEEL 1/8" THK. MIN. (Fy = ) • • •••♦ • 'I • ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) • •••• • ' (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •••••• •••••• • • ••it li J10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � w •• p+• • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. • 0 •• (NO SHIM SPACE) M •• ••• +'y••• • 'I' TYPICAL ANCHORS d•"� N 4i f • a SEE ELEV. TYPI AL EDGE DISTANCE FOR SPACING • • INTO CONCRETE AND MASONRY - 2" MIN. gg Z � • ••• • d INTO WOOD STRUCTURE = 1" MIN. 7S z n • • • ••: • I • INTO METAL STRUCTURE = 1/2 MIN. M o • • • • WOOD AT HEAD, SIU.OR JAMBS SG - 0.55 MIN. Q cG m CONCRETE AT HEAD, SILL OR JAMBS I'o- 3000 PSI MIN. O •• ••• • •• • C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2000 PSI MIN. • •• ••• 6006 • SEALANTS: •••••• FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH a GE SILICONE SEALANT. c R + '1 I BO tl 4 � _a x 6 'a �_ PRODUCT RBVISBD ' nsaamplyingwithlhoFlorida c 1 D011ding Gado (p`�� O Engr:JAVAD AHMAD ° a H�Imdon Dazs 2Q19 • ,j 6 Z FLA. CML 70882 8 n° d CA .•-.a'_ _ P a - `°" �lientl adc".dW.A Coni .• ° ' 2E.'`nP 'o a • 9 I s °. . " drawing no. I TYPICAL ANCHORS SEE ELEV. —39SEE ELEV. FOR SPACING W03 FOR SPACINGTYPICAL ANCHO EDGE DIS 9h081 4 O} B O - A� M%1 m 1. Fn }]$rxl 1/4'SHIM C O TYPICAL ANCHORS MAX. Q $ SEE ELEV. FOR SPACING CO _ D.L.OPG, 1/4e MAX. TYPICAL ANCHORS 1/4'MAX W I SHIMS SEE OR SPACING 4 d U •ICY _ v 1.1/4' TYPICAL ANCHORS • • • SEE ELEV. • • • _ ______________ _ ______ ___- _ FOR SPACING 01 • • - - - - >v 8 METAL • •••• OD STRtUCTUR _ • STRUCTURE G> Z Qp • Q � •• ••• •••• b• •• > F • •f• •••• 1 • .�.. S 3 • • ••••• EXTERIOR � •••••• • WINDOW WIDTH 004 ••• f••• ••f 0 MMI-DACE COUNTY • • APPR,D MULLION TYPICAL ANCHORS �] 0009 SEE SEPARATE NOA SEE F1EV.FOR SPACING C Y I F---1 I 5Y 555iii 11 II C _-II 11 I 1 ..mmm II II of m II 11 ----- IL---J11 Eagr..MWAD AHMAD CML Ib FIA. 8 70992 G PRDPos I film wt'Sdw Fladda c JS38 WINDOW WIDTH WINDOW WIDTH _ DITIIdhlg Cada � 5+ 0 5 0 2 iiaceptmlcallo uaUo9 Date 2019 drawing no. 6tiW03-39 m9; ra oacml a �= +7 2016 Sheet $of 8