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WS-12-553Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171762 Permit Number: WS -4 -12 -553 Scheduled Inspection Date: April 12, 2012 Inspector: Bruhn, Norman Owner: CLAUSSEN, KENNETH Job Address: 370 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: SUN AIR WINDOWS & INSTALLATION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135820 Phone: 305 - 621 -4149 Building Department Comments INSTALLATION OF 15 IMPACT WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 12, 2012 For Inspections please call: (305)762 -4949 Page 9 of 15 BUILHING ji PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 12.53 Master Permit No. Permit Type: BUILDING ROOFING IMOMEWMT1; it AP 02.2612 BY: v o OWNER: Name (Fee Simple Titleholder): {9i E~ !.(JussJ qthAtedMIA. CLAUSseIPhone #: BO5- 157-0883 Address: 370 140E0 ci� suet* City: )41,04; €ifetatEs State: RCA& Zip: 33638 Tenant/Lessee Name: Phone #: Email: I Oliej OC,1 gelOSICt01 . COW. JOB ADDRESS: v10 E.41-71-- I -±, City: Miami Shores County: Folio/Parcel #: 1 13 2O (p ©13 59 20 Miami Dade Zip: ( 311 Is the BuildMg Historically Designated: Yes Flood Zone: o r,� CONTRACTOR: Company Name: c� (.W MML KO O MCIO S Phone #: 305- 621,- 4 t Oq Address: lir (2O I s vc.L 0 42 UE 0 City: Qualifier Name: E Kt 1.S 0-- 0 t11 2 State Certification or Registration #: Contact Phone #: 154 - 822.- Z.1 t 8 Email state: 4610 DESIGNER: Archit Zip:, 3055 Phone#: 30 6 -620- 85-94. Certificate of Competency #: 0000 VRO 2 Address: `3uAOktP( dO11c_t$. '.near 4 . Phone #: -78(0 - 43(. —7062 Value of Work for this Permit: $ (0)500.211 Type of Work: ❑Addition Description of Work: DAlteration Square/Linear Foota a of Work: ONew ®R air ep 258 ❑Demolition ** ******* *********** **** *** *******+a**** Feessz**+ x********** ***+ n* *******+s **************** Submittal Fee $ Permit Fee $ ' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE 1 ;BoQ?; M n43ngCompany'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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be, charged. Signature V y • L • C�u,A� Signature r OwneAgent Contractor The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this 7 day of kiNz MM , 20 12. , by Ed,/kd do 1)01 NL , day of kilkAal7t 20 62 , by 5:10.11A4 t tP- , w s personally known to me or o has produced w is personally known to a or who has produced NOTARY PUB Sign: Print: Eet As identification and who did take an oath. Nob My Commission Expires: DIAZ IANZ 4, MY COMMISSION # EE 017644 ;XPIRFS• June 06, 2015 4:11. Bonded -Nu Budget Notary Seeks as identification and who did take an oath. NOTARY PUBLI Sign: Print: � ' RES: June 26, 2015 My Commission Expire CO M I° • Budget Nary Se as APPROVED BY jJ ' /4.0 Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10/2009)(Reviseel 3/15/09) Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TAE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. al �� (P 013 582 STATE OF FLORIDA COUNTY OFD / 41 j4/-11 bE. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: 370 oev 7 /0 1/ i; LJ 2. Description of improvement: 1111111 1111111111 1111111111 111 11011111111111 IF 2012801.7091 OR Bk 28025 Pg 3641; Urn ) RECORDED 03/08/2012 11 :51 :32 HARVEY RUVINl, CLERK OF COURT 41IAIII -DARE COUNTY, . FLORIDA LAST PAGE 3. Owner (s) name and address: i F C mss _ - o Interest in property: /14' Name and address of fee simple titleholder: 4. Contractor's name and address: A,• L. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name anti address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may (1) (a) 7., Florida Statutes: / S FATE OF FLORIDA, COUNTY r HEREBY CERTIFY that this is a t ong:nafn►eo in nits um�m MAR 0 WITNESS my hand an F DADE copy of the day of Name and address: O.C. 4ECO'J4' as provided by Section 713.13 81n addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expjy n date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner i4 Print Owner's Namex 6 - C1 %c 4-i v • Sworn to and subscribed before = \hi Notary Public Print Notary's Name My Commission Expires: Prepared by: D, Z* Address: w )440.424VE. Owl eywdems,F•5305s Form 104 03/08/2012 12:12 FAX 3056207886 TANENBAUM HARBER 4 RL CERTIFICATE OF LIABILITY INSURANCE HOLDER. THIS THIS S �ATECDDOEES NOT AFFIRMATIIVELYEOR NEGATIVELY AMEND, EXTEND OR ALTER RIGHTS HE UPON THE AFFORDED 3Y THE POLICIES CERTIFICATE THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING iNSUREf (S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS U /AIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not ,:onfer rights to the certificate holder in lieu of such endorsement(s). 41001/ 001 SUNDAE' OP ID: SN DATE (MMIDDMY(Y) 03/08112 PRODUCER Tanenbaum Herber of Florida 2900 SW 149th Avenue Miramar, FL 33027 -6605 Aline Larraz, CPCU, AAI, CRIS 954-883 -2900 NAME CT 954 - 517 -7400 N , No. Extl: E -MAIL ADDRESS: INSURED Sun Air Windows of Florida,Inc 16760 N.W. 42nd Avenue Miami, FL 33055 FAX (AIC, No • INSURERS) AFFORDING COVERAGE INSURER A : Bridgefield Employers Ins. Co. INSURER e : Benchmark Insurance Company NAIC e 10701 INSURER C : INSURER D : INSURER £ : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO HE INSURED NAMED ABOVE FOR THE POLICY PERIOD TO WHICH THIS INDICATED. CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. HE INSURANCE AFFORDED BYTE POLICCIES DESCRIBED OHEREIN IS SUBJECT TOT ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES BURSRI(ry1ITS SHOWN MAY HAVE BEEN REDUCED BY PAID cCLAIMS. I up �S POLICY INSR TYPEOFINSURANCE IINSR WVD POLICY NUMBER 1 LTR EACH OCCURRENCE ! $ PREMISES (Ea occurrence) $ B GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY -CLAtms-MADE f X 1 OCCUR GEN'L AGGREGATE MIT APPUES PER 7 LICY 1 PO I IFRI T 7 LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRFILA UAB EXCESS UAB BCP1229 09/10/11 09/10/12 1,000,000 100,000 MED EXP (Any one person) PERSONAL & ADV INJURY $ 5,000 $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AG 3 $ 2,000,000 SCHEDULED AUTOS NON -OWNED AUTOS OCCUR CLAIMS.MADE A OED . RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE PA CE EXCLUDED? (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS below x/A 83035004 08/20/11 08/20/12 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) COMBINED SINGLE LIMIT accident) $ S BODILY INJURY (Per perste ) $ BODILY INJURY (Per accide nl) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE $ $ $ WC STATU- TORY LIMITS E.L. EACH ACCIDENT O rH- IR I E.L. DISEASE - EA EMPLO !EE E.L. DISEASE - POLICY.Lir IIT $ $ 100,000 $ 100,000 $ 500,000 CERTIFICATE HOLDER CITY OF MIAMI SHORES VILLAGE, FLORIDA 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 CITYMIS CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 1:E CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WIl L BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION All rights reserved - ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD ALEX SINK CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 09 -13 -2010 CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: 09/13/2010 EXPIRATION DATE: 09/12/2012 DIAZ EMERICK FEIN: 272395177 BUSINESS NAME AND ADDRESS: SUN AIR WINDOWS OF FLORIDA INC 16760 NW 42ND AVENUE MIAMI FL 33055 SCOPES OF BUSINESS OR TRADE: 1- SALES 2- WINDOW / DOOR INSTALLATION IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election tinder this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.5., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the persde named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -16C DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 09/13/2010 PERSON: EMERICK DIAZ FEIN: 272395177 BUSINESS NAME AND ADDRESS: SUN AIR WINDOWS OF FLORIDA INC 16760 NW 42ND AVENUE MIAMI, FL 33055 EXPIRATION DATE: 09/12/2012 SCOPE OF BUSINESS OR TRADE 1- SALES 2- WINDOW / DOOR INSTALLATION IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt -. apply only within the scope of the business or trade listed on E the notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 MIAMI -FADE COUNTY TAX COyLECTOR' 140 W. F..AGLER ST. 1st FLOOR MIAMI, FL 33130 RECEIPT NO. 2011 MUNICIPAL CONTRACTOR'S 2012 TAX REEMT MIAMI -DADE COUNTY -STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10 -24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL - DO NOT PAY 07- 2546787 CC NO: 000018029 BUSINESS NAME / LOCATION SUN AIR WINDOWS OF FLORIDA INC 16760 NW 42 AVE OWNER :SUN AIR WINDOWS &INSTALLATION INC RESTRICTED TO THE CITY OF: NORTH MIAMI BEACH leceipt holder must agister in the city here work is to be one. .YMENT RECEIVED LL)iN/ry2T 2 02280004001 000040.00 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 242478 -6 ‘hosmioN OF FLORIDA INC 16760 NW 42 AVE 33055 MIAMI GARDENS FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR " DO NOT FORWARD SUN AIR WINDOWS OF FLORIDA INC EDUARDO DIAZ LANZ PRES 16760 NW 42 AVE MIAMI GARDENS FL 33055 a�l�tt� dr)iht 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 • MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL - DO NOT PAY p RENEWAL CC- EC5IOTO1 18029 OWNER SUN AIRssiiWINDOWS &INSTALLATION INC °SPECIALTY BUILDING CONTRACTOR 1S ONLY A LOCAL ESS TAX RECEIPT. IT NOT PERMIT THE 1R TO VIOLATE ANY NG REGULATORY OR 3 LAWS OF THE Y OR CITIES. NOR IT EXEMPT THE A FROM ANY OTHER r OR UCENSE ±ED BY LAW. THIS IS CERTIFICATION OF )LDER'S OUAUFICA- NT RECEIVED )ADE COUNTY TAX ;TOR: 07/20/2011 60040001007 000045.00 SEE OTHER SIDE WORKER /S 5 DO NOT FORWARD SUN AIR WINDOWS OF FLORIDA INC EDUARDO DIAZ LANZ PRES 16760 NW 42 AVE MIAMI GARDENS FL 33055 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 254678 -7 ! },11s , 11d>,„„ Id .i.1><fi.i,iAlso.alQ1AAl ob STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 DIAZ, EMERICK SUN AIR WINDOWS & INSTALLATION INC 15106 NW 89TH COURT MIAMI LAKES FL 33014 Y. Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we .do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 DETACH HERE BATCH NUMSER VZZI p; ::' Expiration �aet.e AUG 31, 20'12 =� MIAMI-OA DE. COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 061616 -0 BUSINESS NAME / LOCATION SUN AIR WINDOWS OF FLORIDA 16760 NW 42 AVE 33055 MIAMI GARDENS 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 197499-8 OWNER SUN AIR WINDOWS OF Sec. Type of Business 214 RETAIL SALES 3 IS ONLY A LOCAL 'MESS TAX RECEIPT. IT -S NOT PERSIT THE DER TO VIOLATE ANY STING REGULATORY OR OING LAWS OF THE JNTY OR CITIES. NOR 3S TT EXEMPT THE DER FROM ANY OTHER IMIT OR UCENSE ]UIRED BY LAW. THIS IS I A CERTIFICATION OF • HOLDER'S GUAUFICA- NS. 'MENT RECEIVED MI -DADS COUNTY TAX .LECTOR: 07/15/2011 60050000480 000045.00 SEE OTHER SIDE INC FLORIDA INC FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 EMPLOYEE /S 5 DO NOT FORWARD SUN AIR WINDOWS OF FLORIDA INC EDUARDO DIAZ -LANZ 16760 NW 42 AVE MIAMI GARDENS FL 33055 IAIJ)IIIIIISIII ,131 /IIII3IIIII2I'IIIIIII3II I}t18i31i+IIhI74IPi • MECAWind Version 2.1.0.6 per Developed by MECA Enterprises, Inc. Copyright 2012 Date Company Name Address City State File Location: : 3/27/2012 MDS Engineering Corp. : 13928 SW 279 Lane . Miami : Florida C: \Program Files \MECAWind \Default.wnd Directional All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at 2 Bldg Length Along Ridge Project No. Designed By . Description . Customer Name : Proj Location : it AP 02 2612 4�J. EM.. www.mecaenterprises.com 017 Mario Duany,P.E.,LEED AP Windows replacement Mr & Mrs. Claussen 370 N.E. 97 Street Procedure All Heights Building (Ch 27 Part 1) are based upon ASD Design, with a Load Factor of .6 _ *7 t �J , Tnp -h`L T' Exposure Category • N/A Flexible Structure • 1.00 Kd Directional Factor = 9.50 Zg = 0.11 Bt = 0.15 Bm = 0.20 1 = 0.20 Zmin 0 : 12 = 20.00 ft • 20.00 ft Eave= .00 ft = 70.00 ft Gust Factor Category I Rigid Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = No = 0.85 = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft _ .00 Deg = Monoslope • 20.00 ft = 5040.00 ft^ Bldg Width Across Ridge= Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 72.00 ft = 15.00 ft = 0.23 = 427.06 ft = 0.90 - 0.87 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi = +/ -0.18 GCPi : Internal Pressure Coefficient Figure 27.4 -1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems Miami Shores Village APPROVED BY ZONING DEPT /� J BLDG DEPT 19 v J f ?L DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 0.85 Z B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area B = 0.90 • 1.00 - 36.06 psf • 0.80 = 5040.00 ft ^2 - 0.80 MWFRS -Wall Pressures for Wind Normal to 70 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.49 Side Walls -0.70 Wall - 21.64 -8.66 - 27.95 -14.97 Elev KZ Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward 20.00 0.90 1.00 36.06 18.03 31.01 39.67 Windward 20.00 0.90 1.00 36.06 18.03 31.01 39.67 Windward 10.00 0.85 1.00 33.94 16.59 29.57 38.23 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) 0.0 ft to 10.0 ft 10.0 ft to 20.0 ft 20.0 ft to 40.0 ft 40.0 ft to 72.Oft - 0.90 - 0.90 - 0.50 - 0.30 -34.08 -34.08 -21.82 -15.69 -21.10 -21.10 -8.83 -2.70 MFRS-Wall Pressures.for Wind Normal to 72 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 Wall -21.82 -8.83 -27.95 -14.97 Elev KZ Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward 20.00 0.90 1.00 36.06 18.03 31.01 39.85 Windward 20.00 0.90 1.00 36.06 18.03 31.01 39.85 Windward 10.00 0.85 1.00 33.94 16.59 29.57 38.41 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) 0.0 ft to 10.0 ft 10.0 ft to 20.0 ft 20.0 ft to 40.0 ft 40.0 ft to 70.0 ft -0.90 -34.08 - 0.90 -34.08 - 0.50 -21.82 -0.30 -15.69 -21.10 -21.10 - 8.83 - 2.70 Date Company Name : Address City State MECAWind Version 2.1.0.6 Developed by MEGA Enterprises, : 3/27/2012 MDS Engineering Corp. 13928 SW 279 Lane Miami Florida File Location: Inc. Copyright 2012 Project No. Designed By . Description . Customer Name : Proj Location : C: \Program Files \MECAWind \Default.wnd ASCE 7 -10 www.mecaenterprises.com 017 Mario Duany,P.E.,LEED AP Windows replacement Mr. & Mrs. Claussen 370 N.E. 97 Street ar 3, 2 2! 1 a r 3� 2 2 3 1 12 2 T3 Gable Roof 0 <_ 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width of Pressure Coefficient Zone "a" = 7 ft Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf HORIZONTAL SLIDE HORIZONTAL SLIDE HORIZONTAL SLIDE HORIZONTAL SLIDE CASEMENT # 5 CASEMENT # 6 FIXED WINDOW HORIZONTAL SLIDE HORIZONTAL SLIDE HORIZONTAL SLIDE CASEMENT # 10 CASEMENT # 11 HORIZONTAL SLIDE HORIZONTAL SLIDE 8.00 4.00 32.0 5 0.82 -1.10 36.05 -46.14 4.00 5.00 20.0 5 0.85 -1.16 37.22 -48.48 6.00 3.00 18.0 4 0.86 -0.95 37.48 -40.73 4.00 3.00 12.0 5 0.89 -1.23 38.49 -51.02 2.21 6.18 13.7 4 0.88 -0.97 38.17 -41.42 2.21 5.25 11.6 4 0.89 -0.98 38.58 -41.82 2.21 1.50 3.3 4 0.90 -0.99 38.95 -42.19 5.00 4.00 20.0 4 0.85 -0.94 37.22 -40.47 6.16 4.22 26.0 4 0.83 -0.92 36.57 -39.81 6.16 4.22 26.0 4 0.83 -0.92 36.57 -39.81 2.21 4.22 9.3 4 0.90 -0.99 38.95 -42.19 2.21 4.22 9.3 4 0.90 -0.99 38.95 -42.19 4.28 4.22 18.1 4 0.86 -0.95 37.47 -40.72 4.28 4.22 18.1 5 0.86 -1.18 37.47 -48.98 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd _ .0.90 = 36.06 psf N w e 0 Is.�. Ike p r nFe . t- o °� *d ° x O $ c. Q.x F1 z .t t o� $ -k ■in .F 4.x. is; a VIA tr F x 0 - • CLfwsseN 370 N. e. °I-7- St. Wiwi shores, HA. sal 4 305 -757 —oea3 ERST WEST 1 r= locci x No KoA.o8- 0604..01 uo il -+ g, &i 4 -- `—• Iux4a r oikW. �..Kat 07- o5t(0.o2 • CIL ittft vlocrtisaii -$3aW zi • +$.sadER. 4.80deR Kr2r or '12viC 36° 72'1?C 96 = s e 431/x . • ?s&eA4toct - •070(9.05 H oq �D7Ob a5 WWI!' 070b.o5 °X4 "MyLL1Lo'f1Dbe M V) 44.S tle X o X rc-WX-77-1461/ M$ u- 0705.1 D No 20� RoP 2,0 ANn ;toot& slag Doo1- exis -h , I s e e m . l b Floolt f fEA 11- 1213:07 .-E k 4g "xepo" Nor$oq- 070t�� 0 9 0, 2 1 1 BUILDING AND NEIGIIBGRRooD GOMPL1ANCE DEPARTMENT (BNC) BOARD AND CODE ADMINIISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: xax MIAND-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcct. Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 3154599 www.miamidade.eov /building/ 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 BNC - 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 AE (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 exponsc of such testing and the AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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 , • • i, H •. DESCRIPTION 00 Flange" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. L8700- 0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, prepared by Lawson industries, Inc., signed and sealed by Thoruas J. Sotos, P. B., bearing the Nand-Dade County Product Control Revision stamp with the Notice of Acceptance number and on date by the Miami-Dade County Product Control Section. Miss= IMPACT RATIN eLarge and Small Missile Impact Resistant') LIMITATIONS: 9T>r wilhglasstypesA, CarOinstalledabove30Fituithe let Czex iorlitesballbetelnpeted. 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 manufact re -of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and replaces NOA # 09- 0706.05 and consists of this page 1 and evidence pages 1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. PT/I0 39bd SIMS ' GNI NOSMd1 NOA No. 11-0705.10 Expiration Date: Apri111, Approval Date: September 0S, 2011 Page 1 LEZT- E69 -50E LV :ST ZZOZ /Zt /60 Lawson La►dustriea Jae. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections. 2. Drawing No L 8700 -0901, titled "HS -8700 Horizontal Rollin Window", sheets 1 through 10 of 10, dated 05/30/09 g Flange Impact Inc. signed and sealed by Thomas J. Solos, P. E. ' prepared by Lawson Industries, 13. TESTS 1. Test reports on 1) Mr Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per PBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per PBC, TAS 203 -94 6) Forced Entry Test, per FBC 241132.1, TAS 202 -94 along with marked-up drawings and installation diagram, of 8 aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/� , 1�g 3 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI 103048, .iETI 10 -3049, HETI -10- 30491, IIETI-10- 3050, HETI --1p -3051, YETI -10 3052B, HETI 103053 HETm 3057, HETI -10 3130, HETI 10 3131, 1YETI -10 3223 HETI 10 -3224, MT-10- DTI -IO- 3225, HETI 10 -3226 and HETX 10 325 11/09/10,03/23/11 ' , � dated and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, 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 PBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with narked up swings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08-2033, HETI -08.. 34, gET1- 08, 2035, HETI - 08 - 2036, HETI 08 - 2037, HETX- 08 -2116A and HETI -O8- 211613, dated Feb 28 2008 all signed-and sealed by Candido F. Font, P. E. (Submittedd under previous NOA No. 09- 0706.5) 3. Test reports on: 1) Air Teton Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens o ET/Z0 39 d =VS ' QNI NOSMt71 E -1 Man eat .L. Product Control t i er NaA No. 11-0705.09 Expiration Date: December 27, 2016 Approval Date: September 08, 2011 an- E69 -SW Lt :ST TIOZ /ZT /69 LSws i ndu$tries.1nG NOTICE OF' ACCEE'ANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. • aluminum horizontal sliding window, XO configuration, prepared. by Fenestration. Testing Laboratory, Inc., Test Reports No.'s FTL- -3097, FTL-3098 and FTL -3364, dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02- 02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 110, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. • MATERIAL CER11FICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.L DuPont DeNemours & Co., Inc: for their `DuPont Butacitee PVB, Interlayex" dated 12/24/10, expiring on 12/11/11. 2. Notice of Accgptance No. 09- 0223.05 issued to Saluda, Inc. for their "Saflex Mudt�i- layer Glass Interlayer" dated 04/08/09, expiring on 04/0814. 3. Notice of Acceptance No. 08- 0206.01 issued to S olutia, Inc. for their "Saftex 1TP Glass Interlayer" dated 04/17108, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, dated July 05, 2011, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, dated Judy 05, 2011, signed and sealed by Thomas J. Sotos, P. E. 3. Testing Proposal issued by BNC, dated 11/25/08, signed by Jaime Gaston, P. E. 4. Laboratory compliance letter for Test Reports No.'s la TI- }x..2033, H 11 -.08- 2034, I{ETI -08- -2035, IrETI -0$- -2036, HETJ -08 -2037, .HETI -08 -2038, HETI- O8 -2116A and BZ11 -08- 21168; issued by Hurricane Engineering & Testing, Inc., dated February 28, 2008, all signed and sealed by Candido F. Font, P. E. (Submitted under previousNOA No. 09- 0706.95) 5. Laboratory compliance letter for Test Reports No.'s P TL -.3097, YFL -3098 and FTL -3364, issued by Fenestration Testing Laboratory, Inc., dated December 6, 2001, Dar 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (S'ubmikled under previous N11.4 No. 02- 0227.05) G. OTHERS 1. Notice of Acceptance No. 09- 0706.05, issued to Lawson Industries, Inc. for their Series "HS- 8700" Aluminum Horizontal Sliding Window -- LMI., ap • , , on 02/10 /10 and expiring on 04/11/12. ET/E0 3JVd E -2 u Product Control DMA No. 11-0 . 0 Expiration Date: April 11, 2012 Approval Date: September 08, 2011 S31VS 'aNI NOSMdi LEZT- 669 -90E Lt' :I TTOZ /ZT /tie EJ/ 1L/ LCJll 15: 4I 3U5- 693 -1237 LAWSON IND. SALES PAGE 64/13 X3N$FAcTJ$ R OF QZIA71T' Wawa, FurDDMs AND CLASS DOORS HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW APPNOVED ELEVATIONS, AND =Me NOT Away wMes 10r00-0861 i as 10 PAGE 05/13 LAWSON IND. SALES 305- 693 -1237 09/12/2011 7001 UNIT 8124 ill' x 6S' is 05 VS' OVJRALL rRr4E WIDTH 0) 5 AT LA FRAMB MAW •611X OIRIRRIL NMI fa * 04. 153815114'11053 ?MIMEOS a-^-- 81' �@" tWTTlEtfii PQASEE V1DTH W 10 AT O'80W8 ROAD ��pppq (14 AT MANX WAD If OP A80TE TAO ©� •FC40i 1 Ar t6A�. (8), 10 Ar ea. PRANG SKI i. {'^J a 'a AL 1 'sOT VIM 4018: Ur X me aparau.4U0H NABTENE5$ (1) 10 AT PO MO IMO (19 AT TIME HEAD 1r pP AR0'8 1100 (0) 10 07 OA. M IR 61U. 04 AT MANE HILL 1P pP ASOTE 70.01 (Cj 4 AT FA. FRAYS 10010 ,0617 4F/mae. NOTE fa at 04. I 1 t 11301' IOr1l' 810@ 7a' x ee 015/ALIA9100 FAVORMBS • (.l) a Al 753018 NAIL (• 10 0530191 NEIO 10 OR 50040 90 (a) 4 5r 8A. 0801(0 SILL (C AT R&AIR 811 8 CP 090111 7:001 BA, PAM 4We 01 4 •05ET48JRS1AL NOME la 4 r1' 44. 0G •0a a v1• DC yJrl•IOi mn>4 v7 j @`� P. W71�O6>tl. �Ik7alBP BEOU�D� � +• tAT ��T I MO Tilt 06010 1 Ip L ie AADYE t1JA3r / • 7SPEr f4 iJ{y Or Ic(NI (1W WALL= Orr �ECTICI6 CA0f5- ECTO>J 07ATL1 •4, Al. • R. A DI' Ar serr 03 P. C 1lQS011t134. Ceai6- 0801670 terms 'C. D. 5, E. AT 3x080 13 111 OVERALL FRAVE '418TH ]l0' fWWEY1OR PRIM V107 -I t6aE'P.C.) 1. mew SPA^IMD 01 WAD t 50.1. a xr uJ 1. TMO ARLM117R0 REP 3P A70YO 1/- 1 1r « 101 0 a n meal 'co 1K R841�i66D� 6 SU TAER18Ct. CR910 -W P0pt 0ETA81.0 'A. AT,, A, a 10' AT 10U 1 03 F. SEC allatiONtAt. CPQSE- s10TOI 001068 'C. 0 • e' AT SICCT 44 SERIES —S 00 HORIZONI'4J, SLIDING WINDOW' FLANGE FRAME NATIONS — L. /,It NIttafeas Y IL 1..St82QDER T. 0A1! 0((6011 81(0110 AT 8005 4 *9.1. V VG 67 114114. at. IsV•04 a'oetr tiPik 799 LLWTS MS"' �T �IP�0.1C4.L ANOf NCE' AViIIAO:ii mare a ?Mr 04 TOOL? COX °' 1IU<Ipd pWy ••• U,t (Q,UyAG g�� taxa DOBRYr0A4 CA066- Bp7CiJ{fitAfTASLS 1:. b. F E ATAi41 1Sl0 PRODUCT RJ14140D as cartoons with IW RD441 &d1dCB01* PAGE 06/13 305 - 693 -1237 1/4' TAPCON V/ 1 1/4 KIM. ONBE.TA4ENT INTO CONC. (SEE ELEVATION A7 SHEET NE FER NAIL FASTENER SPOONED' ( I/8' MEN. EDGE DISTANCE I. ALL V0311 BUCKS ENGINEERED SEPARATELY 4 TO BE REVIEVED BY BLDG. EFFTCIAL (T171.1 a. VOOO WICK AND FRANIAG <NOT BY EAVSON INDUSTRIES) MUST MEATH LOADS IMPOSED BY TOE FJ_AZ.ENG SYSTEM I. 1 1 4' NIN. ; ° w AEOfBED PL :. n ; t a. i ,,."..'. siintrirE EXTERIOR TIRADE PERIMETER CAULKING 1/4'M X. SHIN sAcE tTYPJ STUCCO OVER NOM LATH NAILED TO EXTERIOR C4(ADE PZWVOOD SNEAT10N6 TO Bf SPECIFIED BY AROGTE.CT OR GC. (EXTERIOR FINISH BY OTHERS) NOT �y t. N . DUSTRIES, INC. $14 SMS. V/ 1 1/4' KIN: EMBEDMENT IT410 Vm8 (SEE ELEVATION AT SHEET 112 FOR HAIL FASTENER SPACING) er E1T. CAM PEADETER CAMINO NM BY •WSON INDISTRttt• TOE BE APPLIED BY Ohs (TIP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INI'B'R1OR LANINATED GLASS FXTBRIOR ALTERNATE DETAIL )1(.L RISER - tPTIONAL APPLIED V)TH SILICOSIS SEE OF CHARTS ON SHEETS 414, SS, 1. IC 11430D FRM E 1NSY,ALIATIO14 DBT'$A, NNW,' Tl4$TALE4.TION NOTES: 1. THE VR1(D0/ FRAME FLANGE TO BE l 2K- BEDDED 1// AN Ext. GRADE CAULK TT4Rt UDAtur THE EOM PERRI1ETER OF FLANGE BY VINDOV C4ISTALLD 2. INC EXPOSED Ze. PERIMETER OF 111E 1000u FRAME TO4. BE SEALED V! AN APPROVED EITEINIR GRACE CAULK BY WHOPS <TTP.) • TIM 4142 DAP Eeramty TSB DIMO T PRAMS AND MB am( OR ROOMY IS LESS TIW7 1/8', TAMS ARB XO? RORIIIRBD, CAL GRADE CAULK w' NAM. sTUM EPpt <TYPJ EE1 ANCHORS HOTS: ARMS TO SE NIB S14S ER VD SCREW INTO 1.1000, CR 114' TPACONS or APPROVED COIC. FASTENERS INTO CONC. VITH A ANNUM OF 1 (/4' PENETRATION /NM VOOlI OR CONG CRIFER TO LOAD TABLES FOR DUMMIES REDAItltEB) aspor Oo o 09/12/2011 15:47 305 - 693 -1237 LAWSON IND. SALES PAGE 07/13 10 VMS z e np mg Ers282g it zilli; 112 } yn 1; 11 li Pg u 9f. R D 1g r ' IL/ Lull 15:4 / 305- 693 -1237 LAWSON IND. SALES cg PAGE 08/13 HOLM 71:43 31.4V1 Li R44ND1 a KERAM O4 HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW AmbodmR +aw�.nte SECTION Maas, 1,OC1{ OPTIONS AND flA_M DsrAi.(,I►TION DETAIL " 38700.41901 0 0 1 b3 LAWSON w IRMO FLORIDA 33] 8B 3zyt,axisgzz PH Na Csosl ams-08$0 M trunCTVRZR OF man* if rauhroM ,,NDD3FS AND Miss DOORS PAGE 09/13 LAWSON IND. 305 -693 -1237 09/12/2011 mHUGYV . iu•n. 24 46 80. E10 T Jamb Anchors DESIGNLOAD CAPACITY PS - • or X0 , • H a i Glass e A ' n tI y anchom_� -��•, '7.ipiyZ,,F�1a Q .. g „p„ 2 C 65.0 66.0 65.0 70.0 �T.0 , 0 �� 3 4 86,0 66.4 85.0 65.0 70.0 70.0 0.0 84,0 ge 0 =wall MOM 6 65.0 85.0 85.+ 66.0 70.0 70.0 70.0 70.0 80.0 80.0 8t 0 29 65.0 85.0 66.0 70.0 70.0 70 0 70. 0 °"' "° s 65.0 6fi.0 6E0 0 70.1 70.0 7ao l 3 4 65.0 1 .0 65,1 65 0 70,0 711.0 66.0 - -_- 80.0 48 60 38 36 NNE 3 MEM MEI 24 36 48 6 6 8 4 JIMMIE MEM �� E'er 60 M 38 6 d8 60 72 26.6 37 63.f25 37 63 125 74 37 53.125 60 60 26 28 26 75 38.375 38.375 38.375 825 50.626 60.625 :I v1 NEM 68 6 6 4 65.0 65.0 65.0 85.0 65.0 66.0 650 66, 85.0 65.0 6 65.0 MIMI 3 ERIEMINIMMI 4 WEE 5 5 8 8 8 4 85.0 66,0 650 6E0 66. 88.0 38.0 66.0 A 65,0 650 .6 1 85.0 REM INFS. 1_ 53.125 Notes 8 6 e 8 8 86 .0 .0 A 65.0 ,0 a 70.0 65.0 66.0 65.0 .0 1 65.0 660 5.0 85.0 65.0 66.0 s5. 65.0 86,0 65.0 85.0 65.0 65.0 66.0 66.0 86.0 65.0 65.0 .0 5., 1)! .0 65.0 66.0 .0 85.0 65.0 66,0 65.0 85 0 66.0 0 &5,0 65.0 1 T1 85.0 0 .0 65.0 65.0 0 65.0 0 85.0 .0 850 65.0 65.0 66.0 66.0 .0 0 0 0 0 65.0 86,0 0 68,0 85.0 650 85,0. 0 0 66.0 0 85,0 60 0 65.0 650 650 66.0 65.0 660 65.0 65.0 85,0 88.0 65.0 ea 0 6E0 6E0 a.) EU MTh MBE ADAPTER ARE FOR EMOTES ABOVE *WA (90.00123 TUR4 MASS WPM & AND 440.0 DP RAE. 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INCEEMMER31. 68. . 62.0 52,0 65.0 75,0 65.0 7 0 520 5 .0 65.0 75.0 52.0 i�i�! »I1C� � : !7 52.0 65.0 75.0 108 48 4 iiinii - MORN 52.0 52.0 -8.0 75.0 66.0 7..0 52,0 620 66.' J 1 5. 111.11:3311111U1 72 60 NM= 111111111111111111011111011111111•11111111131111111 IIIIIMMIIIIIIIIMMIIIIIMIIIIIIMILMIN 5 0 T. . .6 0 76.0 66.0 75.0 52.0 62.0 65.0 75,0 NIEWINit Q 96 Wit MOM© 60 iMini 8 65.0 i 65.0 Th • 65.0 80 IN 5 10 -.1111111.11111 60.0 80.0 824 62.0 INEEnsintrIENN 52.0 52.0. 66 6 ilErill 65.0 5.0 66.0 76.0 62.0 52.0 66.0 75.0 7 . Imam 650 65.0 7 MOM INUEMIIMICEM IIIIMMIUMEECIIF MM. 85.0 MINMIIMI 76,0 74 :.376 3 7 80.0 80.0 80.0 80.0 65. 76.0 85.0 76.0 62.0 52.0 66.0 76.0 MBE EWEN 74 50.625 MilnillangIIIIII 63 MMEl♦MMINI 5 UM= �� SWUM MEM 75.0 70.0 75.0 1111M111 76,0 IIIIMINIMMEOZEN BRAM 62.0 65.0 75.0 - 52.0 62.0 86.0 75,0 66.0 7550 62.0 62.0 85.0 75.0 52.0 52.0 66.0 76.0 65.0 75.0 52.0 52.0 85.0 76.0 MiliZiniffAM 3 MIN= - 52 0 85.0 76.' 85.0 75.0 52.0 52.0 86.0 76.0 62.0 62.0 52.0 52.0 52.0 62.0 52.0 •111111 •.0 55.0 • •.0 65.0 8A 76.0 76.+ 75.0 85.0 435.0 66.0 76.0 76.0 75.0 52.0 62.0 • .0 52.E 52.0 52.. :y ° 85.0 ..0 7.0 75.0 780 79.5 60.625 9.5 78.5 B 63 6 M' IIMINIMINIMI 66`0 75.0 .0 52.0 65.0 75.0 �' .� iM inaillIMEM i 60.625 M MUw Mile- � i111112.11 - + . • Y 6.0 MOM 7. 1 :Y ' OIEWIN MUM 52.0 - 0 INOWEIL1�f1 != 7;0 .w + 111111 111111111M♦ 7. .0 • 62, 0 -V .6 85.0 � + � � + )♦ I + 68 6 0 .0 85 0 75,0 85.0 76.0 52 65 75.0 106.26 8 11 l tr!__. i_1QIMI 62.0 8. .0 111 28 '1 i M_ 'A 6 KNM�Ef3+1IWit7-i11I =2.0 520 6. 0 68.0 62+ 5 .0 66+ 76.0 111 '.826 MM. Mini= MI= - L XXIII 82.0 IIIMMIlliThill allanial MUM MEM. MEOW IliErill MOWN NUM 66d111111.1•11 62.0 66.+ 78.0 MAIM . +1♦=l 660 MEM 11 5 1 • . ,, ,a a,,I 78.0 - 5.' ,+ 8 1 .5.i • Notes_ (4 ): 14 no moat B FOR 0L 150 TOM DL+TA8.8 k 81EEl01ll3 01 I0�s >xoq 47v�Af, IERr1A► 4,1 NUMIDAR I GILL US67? Olt WJN00FIS VI2EI +70.0 DP WO BBl4't_. Atetp-17.fitia (11HDOWS WITS a1.UIB MRS 'A, B. 0, & D•1 WOMB WWII WWII WA.S7'li� 'R FOR P' 363 + DP RAOILDP ADDRIOHA6 ANDami8 26 UDE[L AT PRANG HUD At SIM ON 5155086 WEIR DP A8076 70.0. (SOD IIEYATRIN AT SHUT 6 OP 1.0) 4,) WINDOWS 6180 WASP WO •A, 43, OR 0' 310715/50 AMR SOFT. 1N 8116 liMHZ, TICE GG. 8503715 LITD 8NA5[. 83 TRIAPIRAID. 507E - Un- gat 18 SILL $ISSN - OPTIONAL APPLIED WI11 SILIW'W 813 DP ABOVE +74.0 ?Sr 4+6010 0P PA11. 1 FA 1 41 i 1 1 PI 1 1 1 •,Q ..11 ' 344 11 LAWSON IND. 305 - 693 -1237 by /iL /Ybii UAW A AEP _ MIN 24 Jamb Anchors 84 60 72 98 38 #H &8 Anchors MIN 11112:1111111112111111111“. BIM MEW 111111011111111111111111 MIN 60 60 =UM JIM IIIIIIIIII 60 72 9 9 Mass T "p" 80.0 60.0 80.0 70.0 70.0 80.0 80.0 600 76.0 75.0 72 84 63.125 63.126 53.126 53.125 74 74 74 74 79.5 79,6 79.5 79.5 79.5 84 84 84 60 90 26 38.375 SU. 68 63 23 35 375 50.925 58 63 28 98.376 50.626 MEN 83 20 30.375 60.826 63 5 6 9 6 6 6 80.0 80.0 700 UMW 80.0 80.0 75.0 MILNE 5 6 9 9 NEM MEM MIR Mal MEM 4 8 9 9 9 9 9 9 9 9 9 80.0 90.0 mornema 800 70.0 70.0 80.0 76.0 75.0 76,0 OESKONLOAD CAPAC Y >;j • XOX WAVI3Ows withB • - 80.0 80,0 80.0 Tao 700 62.0 52,0 52.0 62.0 62.0 520 52.0 80.0 80.0 70.0 62.0 52.0 80,D 52.0 620 52.0 52.0 80.0 52.0 52.0 52.0 52.0 700 52,0 0 52.0 62.0 80.0 80.0 800 76,0 76.0 62.0 62.0 Gl alines i ,e 'D" 86.0 65.0 65.0 520 . 520 62.0 52.0 52.0 80.0 80. 75.0 520 52.0 80.0 62.0 62.0 552.0 52.0 80,0 52.0 52.0 52,0 52,0 75.0 52.0 52.0 520 620 Notes ( ) t.) ear mar 8 PO$ OABlydO MIX EMS & 8D1 PaRODOcy �Rsysne 0.) STANDARD SELL UM ON MOM EI1Yrt 470.0 DP E OPtropOLgA act* @api (n ners wax OUR MSS "A, 0, O. a b'j a.) SILL rrn P See ADAPTER ARO POR UIdt01P8 ALCM +70H00Dp a Cw Np01i8 mg MALI twits 'B, a Py A0D 480.0 DP 1e8. '�:• _ __. 007000A1. 1. ANCHORS t1P D 47 MAO NEAR & SILL ON 4.) 'mom mkt OW98 rams "A, Cam, on a* Tr r AT SHUT t3 OF . IR 7138 NVr1L 7131; 1.0. ID0_R300 LIM 1°R= OR 77 PEIRR . am. 65.0 65.0 860 650 65.0 85.0 65.0 85.0 66.0 66.0 65.0 65,0 85.0 65.0 65.0 650 85.0 66,0 85.0 65.0 660 86.0 85.0 83.0 66.0 85.0 66.0 66.0 0 76.0 75.0 78.0 750 76.0 75.0 76,0 75.0 76,0 75.0 75.0 76.0 750 75.0 75.0 75.0 75.0 75,0 76.0 75.0 76.0 75.0 76.0 76.0 75,0 76.0 .0 76.0 76.0 76.0 76.0 5.0 Glass .: NEI 3 • 96.0 66.0 65.0 85.0 86,0 66,0 85.0 65.0 85.0 85.0 65.0 85.0 66.0 65.0 66.0 86.0 85.0 85.0 65.0 86.0 65.0 85.0 65.0 65.0 660 65.0 65.0 65.0 0 65,0 65.0 650 75.0 75.0 75.0 75.0 75, 76.0 76.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 75.0 75,0 76.0 76.0 75.0 75.0 75,0 76.0 76.0 76,0 76.0 75.0 75.0 76.0 76.0 75.0 76.0 Glass .o 'IF" 3 + psf 52,0 52.0 52.0 0 52.0 52.0 52.0 620 520 62.0 52.0 62.0 52,0 52.0 52.0 52.0 52.0 52.0 620 52.0 .. 52.0 62.0 62.0 52.0 52.0 52.0 62.0 52.0 62.0 62.0 52.0 62.0 62.0 52.0 52.0 662.0 52.0 62.0 52.0 52.0 52.0 62,0 520 52.0 52.0 62.0 52.0 62,0 52.0 52.0 62.0 &2.0 52.0 52.0 52.0 52.0 52.0 62,0 52.0 62.0 52,0 62.0 52,0 52.0 ©IassT o "G" 2 86.0 66.0 65.0 85,0 66.0 68.0 65,0 65.0 65.0 85.0 85,0 65.0 85.0 65.0 65.0 56.0 65.0 .0 65.0 65.0 65.0 65.0 66.0 e5.o 88.0 85.0 651,0 65.0 85.0 85.0 85.0 75.0 75.0 75,0 75.0 75.0 75.0 75.0 76.0 76:.0 76.0 76.0 76.0 76.0 76,0 75.0 76.0 75.0 75.0 75.0 75.0 75,0 75.0 75.0 76.0 76.0 75.0 76.0 75.0 75,0 76.0 75.0 75.0 SILL RISER SIL1� FOR DP ABpVE 4700 PST c +800 DP ICU.) a 4te • 305- 693 -1237 '301332 CP11144' Q7Y C121013 899 T5Lt 7rttra1K8 2173 2911111111111111 4111I■121,1:11Vana2W111211miEPIMI1111.1111111114111.111111 wits aseavi¢IIN [When itaxe5113 WtuntEesut Dj. '8IIKIM -a 1 X 3/1' S.O.S. RAT I all, PHIG.IPS. (eta straiten aT MEET t 14 05111201 TA*.ES rtj 8..Mk13TY3 1 1tar ano.naCAQUE1E0 ILA*1 3.46181.12 9E30AFLNly t2H.E111RSEPC4g 16+ 12212110 Melt AYS36 h1A-a1 CQ16L�D81T10H - TW0NL7I 022:20'1101 Mat wet tl1Cmggf Qr 2426 L 6 Fro' AKT171t1 02143 tier PlMUO 112022122 earx�er EOM112 PVR M 'MKT 0 HIV I61 8IZO 2088 _ _ a>tr SEE 8281301/ ODOM SWUM c�IRtte. NATO THE 1A'NEA ANN:SURES Cr THE MOM 0R NAL SW. WIF}72 1/ MK. B1R$AS K11 /I "L SHIN Jar. (ST FSL*I88 •T &,310 00TERtoe roil �. lasSI ,LA WNW WPM .25.130E 1P118K'. 7 W oxana 099 0000 884C��M aaTJl !Oi1.At Z1 ',AFT:11,1ed'7�iir Y- �i'(1v.47,4111 1W1YR PV! 1}> 9.i11LTM NM Otar FIALlIt 3U0L8w9CR c ;00.9.... 1 R E� arr v , -�7. ,. r NM rf0' @MCMEO 0.221 X1.1_.1 rrt- ILB -C,4 r ter, -is- a Raw RATA 111402 E2 a I1/e' Noma Gum 2 MIT.6 SLRUCIURTSZ A)21ECi1Fy•30KS1AM (ETM . 18 @1. A0. 2401C - R048'� 83 &W hale 1 2063 -T6 MW. (ML4L 0.038' Mk M C* 16E!'A - aS ZtCZN ?TACHNO J� RS-43700 FLANGE FRAM WINDOW a(t.L OF MAr87lIALs '...... PART' / MO. DSSCStlHIOM XSWALiR'S L -77q t FRA71E IEAO 0323.16 ALIWNIM L•870t 1 FRANC S3L. 6463 -r6 M.UIJMJN L -7701 I FRAME F33. JAMS 2Q83 -T6 ALL/ARM L -7714 f2AMC F(KCO FEET111O RAIL 6%3 -T6 ALUN1Nte3 L -7718 t VENT NECTI80 9423. 6463 -T6 ALIALIMK 6 L -7747 VENT mF /SOttt81 RAIL A053-T6 ILL4111t11 7 L-6713 0 FRAME V'fN7 AlFl2 9%3-Tb NJJHOYUN 8 L 3706 VET4T JANE LATCH 3143L 4083 -T6 AI.UYIWUN L -8708 1 FROM StL4 !RACK 6063 -T9 2U 4NUN tO L-8T42 1 FRAME 31U. TAD r3 CUP 8063 -TS AUMLNM 11 L -7709 AS 2t2 0 CtAZ1I8i DEAR < 0vr > 8063 -T8 ALLM04UN 18 FS-806 AS g 31 F41ANE ASSEMBLY SCREW NB X 9/4' PA PWUJPI HFS-040 16 RCQ2. INSTALLATILTH SCREWS I34 SAS F1LlPI12. L -79 L AS MOIL V1NYL KU I/4' OFA. SULK 13033 Km PSIS -000 AS RFA0. FiII SEAL VFATHERSTP3P L07' r 31 230• h AS RF7D'o rim BCdL VEATItdtST8IP .187' 2x.3 2 h PVS -019 AS REq'R 831 SEAL WEATHERSTRIP J87` ,t K .310' h 18 L -7711 AS RE WD. OLAZ)2 BEAD 3 I76ULATE07 6063 -T3 MAN31tI 19 FIJI-001 AS R*.P0. PILE 33ILIZIM3 $CAD 297' N .190' h 10 L -8786 A2 NEWS SILL 218[8 ADOPTER 6263 -TS ALUM.- OPTORd4T. 21 L -7539 2 VFW ERTPWED S'2I8* L *TCI 1012-T3 ALUMINUM P2 HC -067.1 2 VENT 43L0E8 SPRING L0.TC KILXII M10N 23 LATCH SPRON8 STAINLESS 23CEL 24 ■ SILL/JINB JOINT GASKET 1/16' CLOSED CCLL I'UAM 29R� FS-941 253. RAIL ASSEMBLY SC1£M 38 3 2 T/4' PM /PHIL. FK -D444 2 VEEP RAP 3 SHELF NC- 1 K 11'1:[5 OPEN CCU. FOAM PA0 131 -000 -L 2 We ROLLER 2 Ht3A1KTi 28 H6 026 -1 SCREEN FRAME 4 MESH - a 29 r ATTACHMENT $626v 8 OUP AB X 9/8' tux 30 FL -288 -1 VENT SVCEP LATCH ROLOEQIMAN 31 HC -0$9-1 VENT SWEEP LATCH OR 6310 10CTK 853835 6131, PNCa4DK CUP 6068 -TS MLMIIW • LaMINAT20 311.516 Sat Da4*4a 1 l.$. OF >;baa -t 4 ■ - LII.ARIRG 50.123)42 Sr. Details 9 8.14 at shoat 9 39 31'21 023. PS R3D'0 30331.418. FALSE M1p7F3M 11W8NMLIM 36 81,e0301 AS R1 1. JOINT SEALANT 37 8 AS 520'1. PERINEtrk ACRYL[r 53304E L1S1 PIX YS(1888CA1. 1ri6m�.�L >�i:�•' ^"ice 1 1 kYL>•. 110 V/ILDn 45TH GLASS TYPOS' A. C. re 6' YBT►4..E1 A8WE'CPT. IN TIE HML TIC 34 L9UERIIR UTf SAUL A IOPLAFd DAZING_ Q DETAILS AND OZ" P1ONa LAWSON IND 09/12/2011 COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT' CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovItuildinacode Lawson Industries, Inc. 8501 NW 90th St 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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including the High Velocity Hurricane Zone. DESCRIPTION( Series "HS-8700 " Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "Series HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 6 of 6, dated 05/30/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING rge and Small Missile Impact Resistaafj LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided'to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06-0406.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime J. Gascon, P. E. NOA 14o. 09 -0706 05 CIA Expiration Dote: Apri111, 2012 aio Approval Date: February 10, 2010 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM1 ri 1:D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700 -0901, titled "Series HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 6 of 6, dated 05/30/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., signed and sealed by Thomas J Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram.. of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No 's HETI -08 -2033, HETI -08 -2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 2038, HETI -0S -2116A and HETI -08- 2116B, dated February 28, 2008, all signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL -3098 and FTL -3364, dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02 -022705) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 06/02/09 with the latest revision dated 01/15/10, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300-02 Jaime J. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0706.05 Expiration Date: April 11, 2012 Approval Date: February 10, 2010 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05113/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex MG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1.. Statement letter of conformance, dated June 10, 2009, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated June 02, 2009, signed and sealed by Thomas J. Sotos, P.E. 3. Laboratory compliance letter for Test Reports No 's HETI - 08 - 2033, HETI-08-2034, HETI -08- 2035, HETI -08 -2036, HETI-08-2037, HETI -08 -2038, HETI -08 -2116A and HETI -08- 2116B, issued by Hurricane Engineering & Testing, Inc., dated February 28, 2008, all signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s FTL -3097, FTL -3098 and FM-3364, issued by Fenestration Testing Laboratory, Inc., dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02 -0227.05) G. OTJJERS 1. Notice of Acceptance No. 06- 0406.09, issued to Lawson Industries, Inc. for their Series "HS -8700 Aluminum Horizontal Sliding Window, approved on 02/15/07 and expiring on 04/11/12. Jaime J. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0706.05 Expiration Date: April 11, 2012 Approval Date: February 10, 2010 E -2 TEST UNIT SIM 74' X 63' INSTALLATION FASTENERS * (A) 6 AT FRAME HEAD (6 AT FRAME HEAD IF DP ABOVE 70.0) (8) 6 AT EA. FRAME 911.1. (8 6 DP ABOVE 10.0) AT EA. FRAME JAMB (C) 1)1 SEE GENERAL. 140TE p3 & O4. / •ter // ' // /. /// ;ii • •i%,. 1 APPROVED ELEVATION$ General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -98. THIS PRODUCT 1S IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON AU. WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED 014 SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET d4), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #4). B.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND SHEET 5 FOR GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 2. 9.) EXT. & INT. FALSE COLONIAL, MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS 114 CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET ®2 & /3 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY 310E MULLED UNITS. 12,) MULLING HORIZONTAL SLIDING WINDOWS W17H OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS 081140 A WANT-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIAL/1 TO BE PAINTED OR PLATED AND SHALL MEET 8E071014 2003.0.4 OF THE 2007 FLORIDA BLDG, CODE. 14.) SEE SHEET / 6 FOR MU WON /METAL ATTACHMENT DEWS, NOTES & OPTIONS. I y g 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH I` P ABOVE 4/. /BASF 44 AL) H 14' (MAX. O.0 ) 1/ S \ \' 1 ' APPROVED ELEVATION$ General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -98. THIS PRODUCT 1S IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON AU. WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED 014 SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET d4), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #4). B.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND SHEET 5 FOR GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 2. 9.) EXT. & INT. FALSE COLONIAL, MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS 114 CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET ®2 & /3 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY 310E MULLED UNITS. 12,) MULLING HORIZONTAL SLIDING WINDOWS W17H OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS 081140 A WANT-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIAL/1 TO BE PAINTED OR PLATED AND SHALL MEET 8E071014 2003.0.4 OF THE 2007 FLORIDA BLDG, CODE. 14.) SEE SHEET / 6 FOR MU WON /METAL ATTACHMENT DEWS, NOTES & OPTIONS. I y g 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH I` P ABOVE 4/. /BASF 44 AL) H 14' (MAX. O.0 ) 1/ S • AU. CO NERS) 13 1/4' D.C. 1/• O.C. 13 I/4" O.C. 13 1/4' D.C. MI 1. SAME ANCHOR SPACING AY HEAD 6 SAL` 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RADA FOR UNITS WITH DP ABOVE •1- 72PSF 44 TOTAL) I�QATVTSSINgg11ANT. APPLIE %� AVAILABLE OPI "XO" TESTED WINDOW ELEVATION ( "OX" REVERSED ) SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW - FLANGE FRAME i *u*ylyby AithtbA MI a annoy ft& Magma CF _rIT.1111 4GOFL OS 11444 .,.•,- c7 o ° c &o 'o 1 1 1 1 3 C O //, // h Moil 0.L0. YAdlh 1 '// � , Q m 11\ INN Max. rated 111-1.0. 0 CO • AU. CO NERS) 13 1/4' D.C. 1/• O.C. 13 I/4" O.C. 13 1/4' D.C. MI 1. SAME ANCHOR SPACING AY HEAD 6 SAL` 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RADA FOR UNITS WITH DP ABOVE •1- 72PSF 44 TOTAL) I�QATVTSSINgg11ANT. APPLIE %� AVAILABLE OPI "XO" TESTED WINDOW ELEVATION ( "OX" REVERSED ) SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW - FLANGE FRAME i *u*ylyby AithtbA MI a annoy ft& Magma CF _rIT.1111 4GOFL OS 11444 .,.•,- c7 o ° c &o 'o 1 1 1 1 3 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 111 FOR MAX. FASTENER SPACING) t 1/9' MIN. COGS Xi ¢X; te • :IrLI e • •• 44). 4 • 1. ALL VDDD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL <TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAVSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM I I 4' MIN.:.° 4 4EMBEQMEN d: 4 p. i:o° °" , • d: .tijr ?;1. EXTERIOR GRADE PERIMETER CAULKING EXTERIOR 1/4' SHIM CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEET 4 EXTERIOR GRADE PERIMETER CAULKING ° 4 ^d • 4'1 1/4' MIN. . EMBEDMENT oO.O 4. :d d : • • W4 MAX 4 SHIN SPACE 44. STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT ¥ AW Qy, NDUSTRIES, INC. 1114 S.M.S. W/ 11/9' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 111 FOR MAX. FASTENER SPACING) EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES'. TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL l 4' NAX ' SMN SPACE q a 1 1/4' MIN.•• EMBEDMENT . • 4 4 I • •'• d. 1 /8'• 'MIN. • Elt4 DISTANCE I OPTIONAL SILL INSTALLATION DETAIL, 4 1/4' SHIM INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES' 1. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 1S LESS THAN t /8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE' ANCHORS TO BE 912 SMS OR VD. SCREWS INTO WOOD. OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) adeasum A NA D.« ..,, ' '.r9 � 4' z 1 1 1 1 1 1 1 1 i I 2X WOOD BUCKS BY OTHERS (TYP.) (BYEOTHERS)ISH I. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM ;1( 814 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) l' EDGEN. DISTANCE PT. VWD BUCKS LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 4. 1/4' SHIM 1 !/f' NIL ammmu C'd1�,PA4;,Y,lif ;l;lU4Y l,ll`d'1� V§ fE @Ef1M14( INgti== EXTERIOR WALL FINISH BY OTHERS (TYP.) 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. . (SEE ELEVATION AT SHEET I1 . FOR MAX. FASTENER SPACING) 4 • •e., , 4):'4):F• e I 1 1/8' MIN. • EDGE DISTANCE EXTERIOR EXT. GRADE CAULK STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYVOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. <EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY TO BE APPLIED DYE OTHERS (TYP.) ysP: ■-'1. ti41'5 •;fit.. LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 73' MAX, VINDOV FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER <TYP.) 2. THE EXPOSED EXT. PERIMETER CIF THE VIEW FRAME TO BE SCALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE DAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I /8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 812 SMS OR VD. SCREWS INTO 14001), OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) (f) i 1 1 1 1 i 1 DEMON-LOAD CAPACITY S - OX or XO WINDOWS WINDOW Jamb WIDTH HEIGHT Anchors Glass Tyre "F" (• 3) 24 24 3 3 38 24 3 4 48 24 3 6 60 24 3 6 72 24 3 6 24 38 3 4 36 35 48 38 3 8 60 38 3 8 65.0 65.0 65.0 3 4 65.0 65.0 85.0 65,0 65.0 65.0 65.0 70.0 70,0 65.0 70.0 70.0 65.0 ' 70.0 70.0 65.0 65.0 65.0 65.0 70.0 70.0 65.0 65.0 65.0 85,0 70.0 70.0 65.0 85,0 85.0 65,0 70.0 70.0 65.0 72 3 6 24 4 4 38 48 4 4 48 48 4 8 65,0 85,0 65.0 65,0 65.0 85.0 65.0 85.0 65.0 85.0 65.0 85.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 60 48 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72 48 24 60 6 4 65.0 65.0 65.0 65.0 70.0 70.0 65.0 85.0 65.0 i 0 70.0 70.0 70.0 70.0 0.0 80.0 70.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 800 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 ' 80.0 80.0 80.0 70.0 70,0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 80.0 80.0 ~ 70.0 80.0 70.0 80.0 80.0 7(10 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ' 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 Jao 80.0 70.0 70.0 ' 80.0 80.0 80.0 80.0 80.0 36 60 4 85,0 65,0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 5 8 60 60 5 6 72 60 5 6 65.0 66.0 65.0 65.0 70.0 70.0 65.0 65.0 ' 65.0 65.0 70,0 70.0 65.0 85.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 285 28 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 28 3 4 85.0 65,0 66.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 60.0 80.0 80.0 53.126 28 3 8 65.0 65.0 85.0 65.0 70.0 70.0 74 28 3 6 65.0 65.0 65.0 65.0 70.0 26.5 38.375 ' 4 4 65 0`� 65.0 65.0 65.0 70.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70 0 53.125 38.375 4 6 65.0 85.0 65.0 65.0 70.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 800 80.0 80.0 80.0 80.0 80.0 x° 1 aI 1 70 0 70.0 70.0 70 0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 60.825 5 37 50.826 5 4 65.0 65.0 65.0 65.0 70.0 70,0 85.0 85.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70,0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 74 50.625 5 8 85.0 85.0 65.0 65.0 70.0 65.0 66.0 r 65.0 65.0 70.0 70,0 70.0 28.5 58 5 4 85.0 65.0 65.0 65.0 70.0 70.0 70,0 70.0 80.0 80.0 80.0 80.0 70,0 70.0 80.0 830 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 4 63.126 58 6 6 4 58 5 8 6 63 8 4 37 83 8 4 85.0 65.0 680 65.0 70.0 85,0 65.0 65.0 65.0 70. 0 70.0 70.0 86.0 65.0 65.0 65, 0 70.0 65.0 65.0 65:0 -65.0 703) 65.0 85.0 65.0 65.0 70.0 53.125 63 8 6 85.0 65.0 65.0 65.0 70.0 70.0 74 63 8 8 85.0 65.0 65.0 85.0 65,0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70,0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 700 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 80.0 80.0 1 1 1 1 1 Notes (*); 1) SEE SHEET'S FOR GLAZING TYPES, DETAILS & SIUCONE OPTIONS. E.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES A, 0, C. & 0") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS TH GLASS TYPES "E. & AADDITIONALWANCHORS REQUIRED AT MTh FFRAME HEAD & SILL. ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET I OF 8) FR011UCFSBVISED •to pyiywYhPo,F1aiat AcceptspetNo ENts SILL RISER - OPTIONAL 1 1� APPLIED WITH SILICONE .o5 1 1 FOR DP ABOVE +70.0 PSF 1 © ' 080.0 DP MALI �` rr ■ th 0600 -F- 0.a8000111ddd DEP7N Wilma D 01A89 COMP081T10N - TYPE B 791.1(182 081(0151 00V cameo 899 3081406 - � 5731 TELCO MIN O1 * GLASS DOSO 1 1/8' NNCAL00 GLASS 8 6090' PLASTIC W1CRLAYCR 3 I/8' MINGLE0 *BASS ■ It O rl 0011* (AX04T8 DOTCRIPTICIN SAFL03/N10PSAF0 Bp •OLUT4' LAMINATED CLASS COMPOSITION - TYPE 0 TIENI 01895 DI.0CRIBTION - A) OCTAL .11 OXTAIL NXU4T8 0 80WP1608 1 I 1/8' NOAH- Sr9ENCNr[NEO CLASS r7 A :nYmts rars. T 8UTAC110 MI or WPM /' 8 0390' PLASTIC INTERLATE8 I/O' IHAT- STRENGNTTAED CLASS n, „,04,1.BSP -Hr 0 . *sic 3 I/O' HCAT +8T9CND REN0D GLASS LAMINATED DIMS COMPOSITION - TYPE E MT OIA88 DESCRIPTION - A) OCTAL LAMINATE DIGIBIPTION I I/B' NEAT•S00090230NE0 uLASS 1 SAFLCK/9ECPSArE Br 'IOLU/IA' ... D DOW PLASTIC WTEBLATEB :+r- �...._ O I...naa. 3 I/O' IHAT- STRENGNTTAED CLASS LAMINATED GLASS COMPOSITION - TYPE P Nsm suss 8BBCe1P3658 V DXTAIL 1A14NATS DESCRIPTION 1 Ire' AA*ICID•ED 8.000 1 MITA= PVB B OM. PLASTIC INTERLAYEB : , c-E.1' 011 r) oaar 3 I /D' ANNEALED GLASS 01*8AO CCPTM '11 F .. .'R` 1 11 FT: a. * -.i ■ A FT01 OLASA DEACBIPTIDN s, OSTAD. WORM DL0CRDRION 1 1/8' 11N80ALED GLASS SAILS* PV8 0r 'SDLOTia 8 0090' PLASTIC INTCRLATER :, :s.s- -t"± -.a ■ O ./I 3 1/e' AN14AtE0 GLASS �to .:�i•• 1T 4 V4' I1SIILATCB AIR SPACE ;r1= tV,s -i,. O r, A' 1 1/8' AM$1.ED GLASS /��1�PILg lniii,p,..A.,.,w- FWr.M� irivii GVict,It F':IT')_I..�>ril');11CeS4� .1.1'9 ., DETAIL o • ; • 1 <1 or 7,177 7,5.11.::.oP p.W nig Q I /O' PASAL00 2L*59 PVO Or MURIA* ow PLASTIC INTt41.ATER p I/8' wuw u aas J .. -1 �A . 0 I/M DdLtATED AIR SPACE .' -i F,1Jx.,., O " •, ■3118 d M/8' ANBEN.ED GLASS GLAZING DETAILS AND OPTIONS ALUM1Num MULLION SEE MIR.LION APPREKAL3 FOR MULLION TYPE. SIZE AND HAIL DESIGN PRESSURE LIMITATIONS. (ALUM1. 0.078' LEN. THICK) NOTE: THE LOWER PRESSURES OF THE V2NO0W OR NumL SHALL GOVERN B 18 X 3/4' ADS. FLAT HEAD. PHILLIPS. ISEE ELEVATION AND DP TABLES FIR QUANTITY AND FASTENER SPACING) EXTERIOR GRADE---j WINDOW FRAME PERIMETER CAULKING � EXTERIOR `CJ FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MA%. OESION PRESSURE MUTATIONS. NOTE: THE LOWER PRESSURES OF THE MOOR OR MULL SHALL GOVERN I/4' MAX. SHIM INTERIOR WINDOW FRAME NOTE: 1, ALL STEEL W CONTACT WIN ALUM. TO 8E PAINTED OR PIATEO. 2. METAL STRUCTURES: A) STEEL : Fy - 36 K5) MW, (STEEL 18 OA. MIN. TMICH - 0.042') B) ALUMINUM : 8083 -19 MAN. (ALUM. 0.078' MIN, THICK) ®1 METAL STRUCTURE ATTACHMENT DETAIL, HS -D700 OUNCE FRAME 'WINDOW BILL. OF MATERIALS ITEM / PART ! REQD. DESCRIPTION REMARKS 1 L -7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L -8701 1 FRAM SILL 6063 -T6 ALUMINUM 3 L -7701 1 FRAME FM). JAMB 6063 -16 ALUMINUM 4 L -7704 1 FRAM FIXED MEETING RAIL. 6063 -16 ALUMINUM 5 L -7705 1 .VENT MEETING RAD. 6063 -T6 ALUMINUM 6 L -7707 l VENT TOP /BOTTOM RAIL 6063 -16 ALUMINUM 7 L -8703 1 FRAM VENT JAMB 6063 -T6 ALUMINUM 8 L -7706 1 VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 1 FRAM SILL TRACK 6083 -15 ALUMINUM 10 L-8703 1 FRAME SILL RETAINING CLIP 6063 -15 ALUMINUM 11 L -7708 AS RE0'D. GLAZING BEAD f 3/8' 3 6063 -T5 ALUMINUM 12 FS -006 AS RE0'D. FRAM ASSEMBLY SCREVS 88 X 3/4' P.H. PHILLIPS 13 FS -040 AS REGD. INSTALLATION SCREWS 414 91(9 F.H./PHIL. 14 a AS REVD. COLONIAL FALSE MUNT1N ALUMINUM 15 PVS -003 AS RE0'D. FIN SEAL WEATHERSTRIP .IBT • • .230' h 16 PVS-005 AS RE0'1. FIN SEAL WEATHERSTRIP .187' • • .350' h 17 PVS -009 AS RE0'D. FIN SEAL WEATHERSTRIP .187' • • .310' h I8 L-7711 AS RE0•D. GLAZING BEAD ( INSULATED) 6063 -75 ALUMINUM 19 L -7531 AS REO.O. BEAD VINYL BULB 1 /4' DIA. BULB 13033 20 L -8706 AS RED/D. SILL RISER ADAPTER 6063 -19 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063-15 ALUMINUM 22 HC -957 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 1 • LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1 /116' CLOSED CELL FOAM 29 FS -041 2 SILL RAIL ASSEMBLY SCREW 98 X 2 1 /4' P.H. /PHIL. 26 HC-044 -1 2 VEEP FLAP 6 BAFFLE • 27 HC-040 -1 2 SASH ROLLER 6 HOUSING • 28' HC -026 -1 1 SCREEN FRAME 1 MESH ■ 29 • 1 ATTACHMENT SCREV 8 CLIP AB X 5 /8' SAS. 30 HC -098 -1 2 VENT SWEEP LATCH BOLDED NYLON 31 HC-059 -1 2 VENT SVEEP LATCH DIE CAST META1. 32 • 1 X Anchor FRAME SILL ANCHOR CLIP 6063 -15 ALIA4INIA4 33 • 2 LAMINATED GLASS See Bet*B R Sheet 5 OF 6 34 • AS RE0'11. GLAZING SILICONE Sae Oat*R 8 sheet 5 or 6 35 SM -5504 AS REQ'D. JOINT SEALANT • 36 • AS REO'0. PERIMETER ACRYLIC CAULK 001 PO.YSEAMSEAL FRAME HEAD L -7803 '^- -- FRAM L -7801 O .710 FIXED JAMB SILL TRACK L -8702 O 5 (_per M_ nL•y 1 O •� FRAME TOP CORNER Ll Y P 7 ® 1 9 MEDLEY. FLORIDA 33166 HS -8800 HORIZONTAL ROLLING FIN IMPACT WINDOW EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS --- m m m 1 O - 1 \ I Aph.VENT 111111114 j . 411 1 ra Ni VFW TOP Aap, f8611!JANY � \� �•1- j FRAME BOTTOM /17/61E CORNER HF/iQ FAA:, PLC 1.389 3699 -.-.063 L� 870A1NING CLIP TD 3651 ___Y___ �-- - 1.499 1.466 FRAME SILL L -8801 3974 FRAME VENT JAMB L -8802 .75� 3,N0 - - - 363 3643 . 362 VENT SPRING L -7839 21 LATCH a6a VENT TOP CORNEA MAP*, . ■\ \, ,.. KNI, 441 \, �\ '' . !Rue 1. 1334 � \ T ° VENT \\• U13 AM ''''''''''''''.2.... V FRAME 501 \ rJ / MEETNG 2.659 .. --490 � T , -- .750 -- f. 6g 8 1 g 1 VENT INTERLOCK RAIL L-7705 FIXED MEETING RAIL L-7704 LE 7707 o TOP/BOTTOM RAIL -- 197s --I I 0 .662 -- 1111111� 2,663 o _ _ e9 O ena e00M Pa u , VENT BOTTOM CORNER \te,' CORNER ASSEMBLY DETAILS 1 7t 1 1,78~ a 0) 1 FRAME &SASH me WI5 —1.075— LLA�C BEAD VENT DAME RATI. L -7708 frame atil anchor clip L -8830 3 GLAZING BEAD L-7711 0 SILL RISER ADAPTER L-8708 o C. : » a J , Ir 0 • _ 12 0 368 1.450 TJ , 010 I T 379. 1.895 5 I 'er . , .. • erl'Il' DkN1611 07/18/2011 16:25 3058059424 FLORIDA WINDOW SYS PAGE 01 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTM4CE (NOA) MTV DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAMER, STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.mairoidade,gov/buildissacode Florida Window Systems, Corp. • 7191 NW 77 Terr. Medley, FL 33166 SCOPE: This NOA i$ being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed. by Miami-Dade County Product Control Division ax d accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. 11 this product or material fads to perform in the accepted manner, the manufacturer will incur the expense of such testing and thc AI-11 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements ofthe 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. DESCRIPTIOltswing Alumni>ttuni Casement Window — L 1 APPROVAL DOCUMENT: Drawing No. W03-36, titled "Alum. ()Wowing Casement Window (L.M.I.) ", sheets 1 thtongh 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Ai -Far oq, Corporation, signed and scaled by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATIN Large and Small Missile Impel Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable bu i1rifng code negatively affecting the performance of this product. CATION of this NOA will occur after the expiration date or if there has been a revision or change in thc materials, use, and/or uufaeture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes stall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'tTSENWIT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it ahstl1 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the is by the manufacturer or its distn-butors and shall be available for inspection at the job site at the request of the Building Offcial. This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and evidence pages B -I and E -2, as well as approval document mentioned above_ The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0604.01 . Expiration Date: cg ember 1 13 Approval Date: October 02, 2008 Page 1 07/18/2011 16:25 3058059424 Florida Window Systems. Corn. FLORIDA WINDOW SYS PAGE 02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWJNGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Omtswing Casement Window (L.M.I.) ", dated 05/28/03 with revision 13 dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Aix Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure That, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 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 an aluminum casement vinyl widow, prepared by Hurricane Engineering & Testing, Inc. Test Report No. REf7-02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 061104) 3. Test reports on: 1) Aix Infiltration Test, per FBC. TAS 202 -94 2) Uniform Static Aix Pressure T,;st, Loading per PBC, TAS 202 -94 3) Water Resistance Test, per PBC, TAS 202 -94 along with marked.-up drawings and installation diagram of an aluminum casement vinyl window, prepared. by Hurricane Engineering & Testing, Inc. Test Report No, HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on:1) Large Missile Impactt Test per 1BC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. EEETI -02 -1751 dated 12/3/02, sighed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-061Z04) 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressnre Ts st, Loading per PBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Submitted under previous NOA. ##03. 0612.04) E -1 Manuel P , P.E. Product Control miner NOA No. 08- 0604.01 E piration Date: September 18, 2013 Approval Date: October 02, 2008 07/18/2011 16:25 3058059424 Florida Window Systems, Corp. FLORIDA WINDOW SYS PAGE 03 NOTICE OF ACGE,ANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with. FBC -2004, prepared by Al- Farooq Corporation, dated 6/18/07, signed and sealed.by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALM ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E, MATERIAL CER'.t'1.LLCAT IO1 S 1. Notice of Acceptance No. 03- 091.6.02 issued to Nebula Glass Intcrnationai, Inc. for their "Glasslam Safety Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Soiutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03-0612.04, issued to ]Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. E -2 f ,•, Manua Perez Product Control Exa .: r NOA No. 08- 0604.01 Expiration Dates September 1.8, 2013 Approval Date: October 02, 2008 3058059424 07/18/2011 1 AA1090,2 9E50. Af EAGI 517E or y:POSf ,1577C7. APPLR'8 nsc 5 -, 13 1(1' 114x. �0.0/su 6 5' 145. 1 . ' REJ1/5Lt 24 30 19/14 OPG 35 7/8' VrTIT "air. 7S' N1I'OQL Y;05l DUAL SELFT MAX RTOQHC OM COMM 995 CE 5000 \1JB AKA, [LASS Sfl70NE ?WAX? TRWCU32 5-50) 480' IKIET &YER 5\ — (11591.W SRFUY —PU15 5 11.979' KT f1U1 \-0 5 B0' 5f4ERLAYIA i `0115519,1 saniv_PUjs T /r AM. 011S5 rUO UC 555 �I/B" 4194. 6U55 1094' 95s31LAYER SAFLEIt/1C[EPSVE 1/1 b/$' AM. 0 TAtELI:D I � 1/8' 1103 MVO E{ ASS SNCOAE DON DO THESE ROOMS ARE 1441110 FOR URGE LII3SL•E WPM. Moms AK NOT RE7,5 E . AIiTM!NM OUTSVINC CASEMENT Y6Ct�DOYP DESIGN 0140 RAT1N"S FOR THESE WIDOWS TO DE AS PER MATS 5 5HOSSW/ ON SHEEF Z APPROVAL PPPUES 10 SINGLE VENF OR DUAL VENT W81)0WS N5FFI K AND lJT5155 'S. 51-90 C0 914AT10N5 OF CJSt(T /CASFIFF OR CASIIT WITH OTHER W15J0R TYPES Of A10O.LLE5 OF TAO OR MORE WWEY.WIS USING 114011 -DADE COLATF APPROVED UULU3ESS Ft HE1191:EN. LOWER RESIGN PRESSURE FROST f■IND0AS 0.4 NUWOTU APPR04W- WILL APPLY TO MORE SWIMM. -Ms FRIOMUOE 5515 OEEN 0115104'.0 HAD TESTED TO COMPLY VTR TIE REOLRRENENFS OF TM ROOM EU10NNO CODE 1004 EDTT10N tromps° 14114 4U.00RY HUT M 111 ETRE (HAa W 30 HOCKS 51 ccim, KIST TIE NICIIOSED PRIVERY 5O TAALGFER 101!9 10 SHE S5RUC1URE 18340RS SMALL RE AS US1E0. MOM AS 5L1114*5 ON RETAILS. 85CNOR5 OSITA ENt TO RASE IWERU 54431- RE EEYOAD RAM masts 00 594000. ANCHOR= OR LOADING C040ffl0NS 1508 SHORN IN 51ESE OEEAIS 14& NOT PART OF MR APPROX.- A LG+D WSATION 5005E11 L4 ALLOWPAE STRESS IS IICSFD IN OESIIIN OF AN5.43RS TYTO W000 ONLY. 45515582. 1400011) 5011 ART WO ID f�/SIEEAI S0 1TS, THAT ROVE NTO CONL�CF 511544 01171141 1159111114 NATERU,I$$ WALL NETT 1HE 8ECAFFE 1kNi6 OF 2004 F&DTE .A itWO. t00E SB,9IM nom* [non 5111XF NiOS IAIYAT1 lRODT1G7 NRY19E5? Alenp rberliiUAt8101id/ Rh PEI14 7 422t'i.E7cs -� AanulaR. OJ GLASS TNT 'Ai' droving ne. W03 -36 07/1812011 16:25 3058059424 FLORIDA WINDOW SYS PAGE 05 adz it( 4 G Y r. N iqsAfrAk mx: l . 1 Y � 1 1 w 1 yrN b fwe b 0 b g H a G e 0 GIG 0 0�b b 1�+ GIs pN b OIG bIb e b D b Yt l22 Ye ggg m I1 S a Po b 1 b b b b b b D b b C D egg N b b b b h 22 a a Ora 10 �r� a b b u b b O b 7• a 0 b ip b -r stlas b bjb b b b a b _f�6 nr b I b V qq lb b e CVIO 0 b 4 b b b FLORIDA WINDOW 3YST1!MS 7191 M.W. 77 TERRACE MEDLEY. FL. 33166 TIE.. OEM B00-9120 rid p1Zl M4-1!414. t o D O it V 0 g 2 b ;__F\1Ht r I; g4+ 8 S ; SSIe blb,blb�b 11 l 1 l' huh D vi 9 z 4 AI,.PAROOQ CORPORATION ( LatOITtEEDD 6 PRODUCT DEVELOPMENT f 1335 9.W. 87 AVE MIAMI. FLORIDA33'A74 30_ 06E) VEL.MA* PAIL. tom) 2.24317e :l co - AML \WOS -ac ws c r a 4 O N 0. ~ wf c 1Y, 'J' I V N � I 4y E$ VA. S4 Cf - ' . �., rY 42 1 lN ^ ' Iu rr a i , 4 l:E2bon2215a':aaa1 u- i d b u b b Farlg ire -1— b lb b m g b b g s, b e g :• b u s 3 b b 1 1 la 1 �. tin 6 (p� b o S" r� u-1 R�.i.., s� a 3; boo >?ib,ti I A` .. r. 'eS222' ig 5 ib i a b V b i 4 4 V I V N b V b �r I' I 7 v 22221222P, E R E EWER b I - e ble blee 4 G Y r. N iqsAfrAk mx: l . 1 Y � 1 1 w 1 yrN b fwe b 0 b g H a G e 0 GIG 0 0�b b 1�+ GIs pN b OIG bIb e b D b Yt l22 Ye ggg m I1 S a Po b 1 b b b b b b D b b C D egg N b b b b h 22 a a Ora 10 �r� a b b u b b O b 7• a 0 b ip b -r stlas b bjb b b b a b _f�6 nr b I b V qq lb b e CVIO 0 b 4 b b b FLORIDA WINDOW 3YST1!MS 7191 M.W. 77 TERRACE MEDLEY. FL. 33166 TIE.. OEM B00-9120 rid p1Zl M4-1!414. t o D O it V 0 g 2 b ;__F\1Ht r I; g4+ 8 S ; SSIe blb,blb�b 11 l 1 l' huh D vi 9 z 4 AI,.PAROOQ CORPORATION ( LatOITtEEDD 6 PRODUCT DEVELOPMENT f 1335 9.W. 87 AVE MIAMI. FLORIDA33'A74 30_ 06E) VEL.MA* PAIL. tom) 2.24317e :l co - AML \WOS -ac ws c 07/18/2011 16:25 3058059424 z FLORIDA WINDOW SYS WINDOW WONT Mt?M1fY EXTERIOR PAGE 06 1/4' MAX. t - m SHIM 1 6 Gca°. = H NM) n ob. 034211403 {a. WI 1. FIRM CD ALUM OUTSYANG CASEMENT WINPOLR (L.M.L) AL -PAROOQ CORPORATION ENO1NlE,c at PTxQ I D4vmorMtr r F1,ORIDA WINDOW SYsTi =NIS ��` �55.>d.87AVE 7191 N.W. 77 TERRACE 111 MANN, FLORIDA 33174 1 C; MEDLEY, FL. 33166 11 LOA. tgai4204411,0e. F.uc pan) 20259771 M., Wei) NOS -3420 FAX (373) BO-9424 t:( COMP-AWIAW03-3finvg FLORIDA WINDOW SYS dbblildby424 3/10' - stiu`- r MEW. ANZIKISS SEE EMEV. roil meet.; } X s /t' X r AWN EIMS. 2f WW1 t AT 0' ISOM TI A 06TTOU FFSTIA. D IN/ p? jx x t• na sys 1 /e OW. 11 11if EW0C0 BJ. ^KS uE J STh CURURE SINGLE VENT WINDOWS 1/4' FEIN MX. j �U) 1 /2' x S/0' X 2° LONG AWN Plfsa 2/ MET FAT 6' FROM TOP t 00110V �RT YiOCY1 I FASTENEV 4/ (2} /& X r FU SUS W \.1iy0 ST)61;a. 1 t= rang. /N:fIO4S SEE U. \'_ FOR SPACING STEEL IW4OAC3IG Ir`4i 2 fOR CAMCRIIS ESia . m W W ITT tOII 4 HEM ken URVKVU PAn- oa SE 10142E0 • '•r' `o . ftit sE VVFa c ,rFkiu.AhOlICRS SI s E1EV --- FOR SNOW 0 »JAL VENT i4INDOWS relopoC>i'arsext+ Eekca.) 6 *VY 07/18/2011 16:25 3058059424 FLORIDA WINDOW SYS PAGE 08 GI 0 ALilM Ol SWINC CASEMENT WINDOW (LAO FLORIDA WINDOW SYSTEMS 7191 N.W. 77 TERRACE MEDLEY, FL 33159 r2 (1o5 869 -0426 FAY (5O) Mr. -5424 AIrFAROOQ CORPORATION uIVOTNE na b rttcas4cmEvELoprolorr I %2 $.W. STAVE is IVItAtMl. CLCREDA 33174 VII- MSS) 2s -AFAR FAX t966) 262.0 m ' j COle- ANL\WD3 -36rwt 0112511111 (1 A.Z 1— =5 �st�inie8I 1I.=1 18 8 .TU y j u a+ amililifiiogil ilEWIRIIIIA p K. 9 g S ' i i EE x N Ii y' • S 4 V { . \s2\ ,1.1:1! � % � ' Oil : AIrFAROOQ CORPORATION uIVOTNE na b rttcas4cmEvELoprolorr I %2 $.W. STAVE is IVItAtMl. CLCREDA 33174 VII- MSS) 2s -AFAR FAX t966) 262.0 m ' j COle- ANL\WD3 -36rwt 07/18/2011 16:25 3058059424 FLORIDA WINDOW SYS PAGE 09 L. pI;JM DUPSE^ND CASEMENT WINDOW (6 FLORIDA' WINDOW SYSTEMS 7181 N.W. 77 TEi?RACF MEDLEY. PL. 3316E TEL MS) ao —94W r. x (!D 605- 042- AL.FAROOQ CORPORATION—fit ' ENGINEM&& & PRODUCTDEVCJ.OrMENT I1 129T tW. 87 AVE fI MIA &M. FLORIDA 33176 l C MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90'" Street 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this - acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi : Velocity Hurricane Zone. DESCRIPTIO = Series "PW 4200/ 6200"-A um Fixed Window — L. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.miamiclade.gov/buildinecode.com APPROVAL DOCUMENT: Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact)", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING ar a and Small Missile-Impact Re i ir>j LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 06- 0117.02 and, consists of this page 1 and evidence pages E-1, E -2, E -3 and E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No 07 -0516.02 Expiration Date: August 22, 201 Approval Date: August 02, 2007 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, 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 a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06-011Z02" 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1777, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06-0117.02" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 5. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1098, dated 2/11/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" Jaime D. Gascon, P Chief Product Control Division NOA No 07-0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1103, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 7. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1102, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 011702" 8. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1215, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 9. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1158, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" 10. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -01 -1099, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 11. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1193, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" Jaime D. Gascon, Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET1-02 -1216, dated 4/9/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 13. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01- 1103B, dated 2/18/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1195, dated 11/15/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 15. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1104, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" 16. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -01 -1196, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" 17. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No 11ETl -02 -1136, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" C. CALCULATIONS 1. Revised Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11/11/05, signed and sealed by Humayoun Farooq, P.E Complies with ASTM E 1300 -98 and 02 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 6/17/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 06- 011702" E -3 Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI"1'ED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 14, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 11, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -4 Jaime D. Gascon, P. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 12" MAX. HEAD/SILL GLAZING STOP (3/B° GLASS) FRAME HEAD /SILL GLAZING STOP (7/18° GLASS 70 t3 /1B' D.L. OPO. 74" WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT W. WIDTH 1 +- r- -� W. WON w. WIDTH r W. WIDTH. 1 r SOB 1466 GLAZING STOP (CIRCULAR WOW.) NOTES: FRAME JAMB THIS PRODUCT HAS BEEN DESIGNED AND IraTru TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN 014 DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF W000 ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. W. 8AD1H 1 W. WIDTH I T 1 VS, . WIDTH i Ermrs DN. FIUMAYOUN FABWQ StRUCRIRES ACA 7838 PRO11Lc' i . . to as camras, Cask dm ETmfda C Building Cask Aacptan=No • • S.08 Ex y. ,,yav< %12 By L_ J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMIIAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN B4 DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. JUN 1/8" ANNEALED GLASS .015" ADHESIVE BY S.I.G. 070' POLYCARBONATE SAF —CLAS .015" ADHESIVE 8Y 1/8' ANNEALED GRASS SILICONE SCHNEE — MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18" ANNEALED GLASS .090 WO 'STOUTER SOLUTIA SAFLEK /KEEPSAFE SIUCONE SCHNEE—MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A'' 116" OVERALL SILICONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18' HEAT SIR. GLASS .015' ADHESIVE BY 5.1.G. .070' POLYCARBONATE SAF —GLAS .015' ADHESIVE BY S. 3/18' HEAT STR. SIUCONE SCHNEE- DOW CORN% TREMCO SP SIUCONE SCHNEE—MOREHEAD SM 5731 OM CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' 7/16" OVERALL 1/8' HEAT STR. GLASS .015" ADHESIVE BY &A.0. 070' POLYCARBONATE SAF —GIAS .015" ADHESVE BY S.1.0. 1/8" HEAT STR. GLASS SILICONE SCHNEE— MOREHEAD SM 5731 DOW CORNINO BOO TREMCO SPECTRUM 2 GLASS TYPE 'C' 5/16" OVERALL SIUCONE SCHNEE— MOREHEAD 5731 OOW CORNING 899 TREMCO SPECTRUM 2 3/18" ANN. GLASS 090' INTERI.AYER DUPONT BUTACITE PVB 3/18" ANN. GLASS SIUCONE SCHNEE— MOREHEAD 5M 5731 DOW CORNING 809 TREMCO SPECTRUM 2 1/8" HEAT STR. GLASS 080 PVS IVTERIAYER SOLUTIA SAFLEX /KEEPSAFE 3/18" HEAT STR. CLASS � NCEEE— MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'D' 1a/32" OVERALL, SIUCONE SCHNEE—MOREHEAD 5731 00W CORNING 899 TREMCO SPECTRUM 2 3/18" HEAT STR. GLASS .090" INiTER AYER DUPONT BUTACRE PVB 3/18' HEAT STR. GLASS SIUCONE SCHNEE—MOREHEAD SM 5731 00W CORNING 899 TREMCO SPECTRUM 2 StUCONE SCHNEE— MOREHEAD SM 5731 0OW CORNING 899 TREMCO SPECTRUM 2 GLAZING STOP ® CIRCULAR WOWS. GLASS TYPE 'E1' 71.6- OVERALL, GLAZIIYCLOPTIoN$ GLASS TYPE '0' 7118" OVERALL Engr. bR. Yt� VM000 PM PE 18557 CIA. 3538 U (sheet 2 of 8 ) ' DESIGN LOAD CAPACITY - PSFT WINDOW DIMS. GLASS TYPE "A' GLASS TYPE : 'tip 0 ' TYPE 'C' - GLASS TYPE 'D' &',' IASS TYPE "El' &'E2 WIDTH LENGTH EXT. ( +) INT. ( -) OR. ( +) INr. ( -) , Exr. ( +) INT. ( -) EXI. ( +) MT. ( -) 18-1/8" 4' 26 -I /2 37° 4811 53-1/8 I. - , 26" 65.0 650 68.0 68.0 68.0 68.0 75.0 78.0 65.0 85.0 85.0 65.0 68.0 68.0 88.0 680 75.0 75.0 65.0 65.0 .1 ED,Lii, 8.0 ftalig 85.0 65.0 68.0 88.0 08.0 88.0 75.0 75.0 65.0 65.0 65.0 65.0 88,0 68.0 88.0 75.0 75.0 88.0 6 19 -,/8" 28 -1 /2 37 41 38 -3/8" 55.0 � 65.0 88.0 68.0 66.0 68.0 75.0 75.0 NI 85.0 78.0 78.0 81.9 61.9 68.0 88.0 66.2 68.2 75.0 75.0 65.0 78.0 78.0 58.7 68.7 75.0 7® 65.0 ® 19 -1/8' 26 -1/2' 37" a+ 53-,/8 50 -5/8' 85.0 65.0 66,0 68.0 68.0 68.0 73.0 75.0 65,0 65.0 78.0 46.1 X� 48.1 68.0 68.0 88.2 66.2 75.0 75.0 65.0 78.0 78.0 �� 51.0 51.0 65 78.0 78.0 19 -i /6' 28 -1/2' 37" 48" SJ -1/8 56• � 26 -1/2" 60.3 80.3 68.0 66.0 88.0 68.0 75.0 75.0 650 65.0 78.0 9-1/8 26 -1/2• 37" 53 -1/6 :+' 68.0 .. 74" x x x 68.0 88.0 70.0 75.o 65.0 65.0 78.0 78.0 x X x X x x 62.8 628 65.0 65.0 78.0 78.0 x x x x x 65.0 65.0 75.6 75.6 26 -1/2" 37" 4a" 53 -1 /6 74 -1/4" X X X' X X 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 X X X X X X X 65.0 85.0 78.0 78.0 X x x x x x X. X 65.0 85.0 75.2 x x x x x x x x 65.0 85.0 71.6 75.2 71.6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) L J w WIDTH AND LENGTH DIMENSIONS CAN BE ORtENTE0 VERTICALLY OR HORIZONTALLY AS SHOWN A30VE. Engt•. 0R. HUMAYOUN FAR000 SIRUCNRF3 FIA PE 8 18557 CAN. PRODUCT RENEWED oe eomptyh13 with tha Florida Ec" o7 ,sj. 02 Division 8 b t drawing no. W02 -55 Nv1e: GLASS CAPACMES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) 4 W WIDTH AND LENGTH 018ENS0NS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE, GWV: 6R. HUIMYOUN 6AR000 S RUC OR68 RA PEA 16557 CAN. 3836 PRODUCT RENEWED es amptyin8 with dm Flmfda Bulkling Cods Accapmnea No Sxpiratian Dale By t1nfr, Mho Diylifon 9 "4 drawing no. W02 -55 sheet 4 of 6 DESIGN LOAD CAPACITY - PEW WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE "W GLASS TYPE 'P' GLASS TYPE 'C' GLASS TYPE 'DWG ' a TYPE 'E1' &'E2 WIDTH LENGTH DM (4) 1NT. (-) EXT. ( +) tNL (-) EC. (1.) 1NT. (-) EXT, (+) 1NT. (-) ea. (+) 1NT. (-) EXT. ( +) INT. ( -) 24' 30" 36" 42° 48' 54" 60' 38' 85.0 65.0 88.0 88.0 88,0 88.0 75.0 75.0 85.0 85.0 78.0 78.0 65.0 85.0 98.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 85.0 65.0 68.0 88.0 68,0 68.0 75.0 75.0 65.0 65.0 78.0 780 57.9 57.9 88.0 68.0 68,0 68.0 75.0 75.0 65.0 85,0 78.0 78.0 51.4 51.4 68.0 68.0 68.0 75.0 75.0 65.0 65,0 78.0 78.0 X X 68.0 88.0 68.0 75.0 75.0 85.0 65.0 78.0 78.0 X X 68.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 24' 30' 35' 42" 48° 54" 60' 48' 65.0 65.0 68.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 61.6 81.8 68.0 88.0 68.0 68.0 75.0 75.0 65.0 66.0 78.0 78.0 51.4 51.4 68.0 68.0 68.0 88.0 75.0 75.0 65.0 65.0 78.0 78.0 % 11 64.7 64.7 • 58.3 75.0 75.0 65.0 65.0 78.0 78.0 X X 58.8 58.8 51.0 68.0 88.0 85.0 65.0 78.0 78.0 X X 56.8 56.6 51.0 51.0 68.0 68,0 65,0 85.0 78.0 78.0 X X X X X X X X 65.0 89.0 78.0 78.0 24' 30" 38' 42' 48" 54' 80' 80' 65,0 65.0 88.0 68.0 88,0 68.0 75.0 75.0 85.0 65.0 78.0 49.9 49.9 88.0 68.0 68.0 68.0 75,0 78.0 65.0 85.0 78.0 78.0 76.0 X X 68.0 68.0 88.0 68.0 75,0 75.0 65.0 65.0 78.0 78.0 X X 64.7 64.7 68.3 58.3 75.0 75.0 65.0 85.0 78,0 78.0 X X X X X X_ X X 65,0 85.0 78.5 78.0 X X X x X X X X 65,0 65.0 78.0 78.0 x x X X X x x X 65.0 65.0 78.0 78.0 24' 30' 36" 42" 4' 54' 60' 72° 65.0 65,0 88.0 68.0 68.0 68.0 75.0 75.0 85.0 65.0 78.0 78.0 X X 88.0 88.0 68.0 68,0 75.0 75.0 85.0 65.0 78.0 78.0 X X 65.5 85.5 88.0 68.0 68.9 88.9 65.0 85,0 78.0 78.0 x x x X X X X X 65.0 65.0 78.0 78.0 X x X X X % X X 65.0 65.0 78.0 78.0 x % X X X X X 65.0 85.0 74.7 74.7 X X X X X X X 65.0 85.0 72.0 72.0 24' 36' 38' 42' 48' 54' 60" 74' 65.0 65.0 68.0 68.0 ::. 68.0 75.0 75,0 85.0 65.0 78.0 78.0 x X 88.0 68.0 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 X X 64.9 64.9 68.0 68.0 85.1 85.1 85.0 65.0 78.0 78.0 X X X X X X X X 65.0 85.0 78.0 78.0 X X X X X X X X 65.0 85.0 75.8 78.6 X X X X X X X X 85.0 85.0 71.5 71.5 X X X X X X X X 65.0 65.0 88.7 68.7 24" 30" 36' 42' 48' X x 88.0 68.0 68.0 68.0 75.0 78.0 85.0 65.0 78.0 78,0 X x 88.0 68.0 68.0 68.0 75.0 75.0 65.0 85,0 78.0 78.0 84" X X X X X X X X 85.0 85.0 78.0 78.0 X X X X X X % X 65.0 65.0 78.0 78.0 X X X X X X X X 65,0 85,0 73.8 73.5 24° 30' 38' 42' X X 88.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 98" x X x x x x x x 85.0 65.0 78.0 78.0 X X X X X X X X 65.0 85.0 78.0 78.0 X X X X X X X X 65.0 65.0 76.8 78.8 24' 90' 38" X X 68.0 68.0 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 108" 65.0 65.0 780 78.0 X X X X X X X X 65.0 65.0 74.7 74.7 24" 30' 36' X X X X X X X X 65.0 65.0 78.0 78.0 120' X X X X X X X x 65,0 85.0 78.0 78.0 X X X X X X x X 65.0 65.0 74.1 74.1 Nv1e: GLASS CAPACMES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) 4 W WIDTH AND LENGTH 018ENS0NS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE, GWV: 6R. HUIMYOUN 6AR000 S RUC OR68 RA PEA 16557 CAN. 3836 PRODUCT RENEWED es amptyin8 with dm Flmfda Bulkling Cods Accapmnea No Sxpiratian Dale By t1nfr, Mho Diylifon 9 "4 drawing no. W02 -55 sheet 4 of 6 (SSTTFEAL . OR ALUM. MIN. THICK) STEEL : Fy o 38 Kg MIN. ALUMINUM : 6003 —T3 MIN. WOOD BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHOR'S; SEE ELEV. FOR SPACING CKS OR WOOD STRUCTURE EIRATION INTO WOOD THRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1 4 MIN. I ItE&INTO'MASONRY"OR--Cfi6K3: 1f4' DRILLFLEX OR EOUIV. SELF DRILLMG SCREWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) jlo_X 3/4' SMs INTO APPROVED MULUONS 010 SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/4° MIN. INTO WOOD STRUCTURE 1° MIN. INTO METAL STRUCTURE = 1/2° MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. `10 X 3/4' SMS USE WON CHART FOR 1/4° ANCHORS Env tl HUMAYOUN FMOOO STRUCTURES FLA. PE C1 16 AN. ?007_ PRODUCT RENEWED at complying with the Florida Building Code Acceptance Nom ton Dora �j 1f =i,?C • Minn p:+�,:. Division drawing no. W02 -55 (sheet S of 8 T[&I PART P QUBNTU4 DESCRIPTION MATERIAL MANP. /8UPPI46R/REWE88 1 L-4201 2 FRAME HEAD/SIU. 6083 -75 — 2 L -4201 2 ME JAMB 8083 -75 — 3 L -7708 4 GIA2IN0 BEAD (3/8' GUS) 6083 —T5 — 4 L -7708 TROBIEO 4 GUENG BEAD (7/10' CLASS) 808.7 —T8 — S Pe X 3/4' 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS 8 L -4204 AS READ. GIA2040 BEAD AT CIRCULAR WOWS. 8063 —T5 — 7 VWS -004 AS RECD, G=A2II0 CASKET SOFT PVC — #10 X 1/4" PH SMS 4 PER STRAP ALTERNATE I/O' ALUM RNETS FASTENED FROM INS= TO OUTSIDE OF FRAMES RECT. OR SQUARE WINDOWS TYPICAL CORNER CONSTRUCTION CIRCUIAR WINDOWS OR MITER CORNERS Dian 0R. HUMAYOUN 7104000 STRUCTURES FIA. PEPE 7 PRODUCT RENEWED CCAANN ae3e as complying with Om Florida Iluildin8 Coda Acceptance No O l_ tlan Data il 2DD7 'Miami Dade Division V s 12 00 8 Bh6at 8 of 02/20/2012 14:22 3058831309 MIAMI• COUNTY YALE OGRON WINDOWS DEPARTMENT OF PERVII'ITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DWISION NOTICE OE ACCEPTANCE TOA) Truli#e Window & Door Solutions, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materiials. 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 (A gJ). 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 ar material tested for quality assutat:cc purposes. If this product or material fails to Perform in the accepte3 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 t o 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. _ DESC 1P lO Clipped, Extruded AIumiuurn Tube Mullion - I„M, APPROVAL DOCUMENT: Drawing Nb 95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 6 of 6, prepared by Al Fa-ooq Corporation, dated 1 1/20/95, with revision F dated 11/13/11, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date b the Miami-Dade un Product Control Section. MISSILE IMPACT RAT1dV • Large and Small Misalle impact Resistant `) LABELING: Each mot 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 tl-is NOA will Mow 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 sale:., 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 te done in its entirety. INSPECTION: A copy of this entire NOA, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10- 0930.06 and consists of this page 1 and evidence pages E -1 and B -2, as well as approval document mentioned above. The submitted doeumen'ation was reviewed. by Manuel Perez, P.E. PAGE 01 MIAMX DARE COUNTY PRODUCT CONTROL SECTION 11805 sw 26 Stmt, Room 208 Miami, Merida 33175.2474 T (786) 3152590 F (786) 313.2599 www.re midede aov /mean! NOA No. 11- 1213.07 Expiration Hata: ' ecem =r 24, 2016 Approval Date: February 02, 2012 Page 1 02/20/2012 14:22 3058831309 YALE OGRON WINDOWS PAGE 02 Trulhte Window & Door Solattions L C 1N0TICE OF ACCEPTANC : EVIDENCE SUBIVI.ITTED A. DRAWLNCS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum. Tube Mullions ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated. 11/20195, with revision F dated 11/18/11, signed and sealed by Javad Ahrnad, 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 oft mulled fiiix.ed frame windows, 0 -0 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. 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 3 mulled fixed frame windows, 0 -0 /0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio Figuerc:do, P.E. (Submitted under previous NOA #020227.01) 3. Test.renorts on: 1) Uniform Static Air Pressure Test, Loading per. PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1297, dated 09/21/95 signed and sealed by Yamil (erardo Muni, P.E. (Sub,ted under previous NOA #95- 0515.09) C. CALCULATIONS 1. .Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al- Farooq Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmed, F.E. 2. U1azinl; complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1, Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None_ E -1 Mature Pe Product Control Ex NOA No. 11 -12 -.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 02/20/2012 14:22 3058831309 YALE OGRON WINDOWS PAGE 03 T nlite Window & Door Solutions, LLC 1tiLOTUCE OP A►CCEPTAI'VC'l : EVIDENC) SUSMrrTED F. STATEMENTS 1. Statement letter of conformance, complying with 14BC -2010, and of no financial interest, dated November 16, 2011, signed and sealed by Javad Ahmed, P.E. 2. Morita 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 Residi ntial 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, F1.(transfenred 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 0930.16, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion — L.M.T.", approved on 01/06/11 and expiring on 12/24/11. angel RE. Product Con -: miner NOA No. - 1213.07 Expiration Date: December 24, 2016 Approval Date, February 02, 2012 TTPTCAL 2A2]Hfi PROUIE1 r�9 1E.125 L219 ayMO- .751 - 1.121• I:12S r , YfROON ,R UE aac9 1 -'LBE 61ULL1;P8 TO HE AMLOY 6OS -T6, MUWQNS CONTAINING TYPICAL. GLAZING PRQOLICFS HORIZONTAL.. OR VERTICAL SEE away 09 DDOR JPP6i2 Q I0i3 .r.asrmas 917EE5 AND SPACIFIO dF ALUMINUM -HE 6x L C USf1,IG AN I aTU �RCa€i2TIE5 dN Lti r K ROM ILLION SYSTEM .s RATED EDI? LARGE u15SIlE IMPACT. III AIY67 CAH BE USED NTfFf All_ { � ��RPJ� 9LE BULDIh1G OOCLF Rc"gLH7ELIE ALT IRE PRODUCT WS BEE4 peg oull, l PM 'NESTED TO WMFEY 'ATM THE HDIENIS CF TAE HUM oitcmS cox 2010 ECICCN iaCLUITHO '1fiA1 917gCAY H s ANICA _CHE IMS . IONS; Ey USE CAWS Ah0 GRAMS AS RM41I IMPACT AND NON— IUPACT RESISTANT PPA+ODUCTS..TY APPROVED ALE. SIAM FIICCUCTS USED'M11 THESE UOLLH.WS 1015[ APPLIES FL7S I.E 'AVM LOAM WAT ■IFILTP18Ti0N. PUREED ENTRY RESISTANCE, SAFEGUARDS M. J wilco OUCI9 R OT9ESs. oar BE ANC1 4IEO PBOP07EY TO TRANSFER .ORES f0 TKE S19LCTLRE. CO uRE 51•;Yi AS ILSIED. SAUCED AS 919X71 ON cons. DERIGE2ff It9F+TNY. SHILL DE mow Nit O<7 C (STUCCO. 111E ETC). ANCPORtIi1'7 COMMONS OMEN MAN IIEISE SHOWN TY RIESE DETAILS JAE NOT PART CF AIS ICPROWI_ efirteca ANSTREE LS Imo I cam OT A1TCH07G u4a ROCS CM.T. CO M9 dUwawa 9 T � a MST C .YN OF 1010 .- -IiNlI 3rr COW SE uoi MI RA. N1ET' THE REfA18F]D:YIS SEEP 1 CETERWFME CEDER LOAD REC6LRED PER ASCE 7 FOR PARTC R C!' EM STEP I LSE APPROVED CLAZNO PRODLCIS MFaIH9 ABM LOAD 9FAORENEN +S. .REEA UsE comeconsi 10 SWUM AS .'Eli FRCCLIC:T APPROVAL lip_ 4 emit RAIPIO EN ISM DAN CAN UOAD SPEWED =N STEP 1 ABM USING ANCH:Pi TYPES all S14T 4 1F1611 1 Ayp ANCHOR CDIIS ..3r2.3 CH SHEET 4 EAELT ANCHOR TYPE 'NW OE S16"4 BAIUIG HUFF TRAY THE DPSOMB LOA06 SPECIFIED 19 STEP 1 .4E05r PJULLLCN, CLIP 01E -65) 1.16131 -T6) F4-1. LEWIN8 DUST 4E OWE TO FIT SNUG 7IID nee %P.TUDN3. 1619 .1es MULLION OUP •Br7.1 --15) CLL7 L.TJ aTIS UOSF BE COT 70 ITT MUD 7190 nHE WWOlS. (NO SITE FASIN4iS REDO) MULLION CLIP trv0a; -'ITs LALL is ANGLES] CUP LENGTHS WSf EE GUT 10 1'.smA2 PITON IEEE U aLKISS r_ 1716 -+1 1663 MULLION CUP Lecea -r CUP LEMMAS IIJSF EE Oaf TO F7 SWO INTO TUBE YLEU0.4S. C79 SCE FASTMERS RE90.) J23 ROO 1 p ANGLE CLIP (61113 -1s) FA6'.Q ICY LUTIFIRT as evagisittrallkaa ANA Actstexim EPpiralito Deft ZTOZ /0Z /Z0 60ETE88906 SMOQNIM NO89O 31V/ 195 DX3n ( 10.4.0 C:PACITY - PSF 4I11E0 31UYROns} 7ler1102 MIS. 420410011 101119.. 1 X 2 1 1 8 3 1 X 4 2 5 4 :413:18: I vLU WA 370. , STD- 370. SID. 110.0 14110 0400 110.0 120.2 : 140.5 140.0 133.0 0400 26 -0' 1400 1301 1 4019 1404 30- r40.0 14047 1400 1400 37' 1440 0100. r 010.0 42' MIND 11049 CAPACITY - 0217 (19109 x11113089.) 1028005 7.030 14P,9.1Y0 PS2 (71106 111167109453 Sol 11 -1/$- 23 -1 /2' 30' 37' 30 1 3T '- 0+1/9' 41 483 I yp_gfg- 53 -1/4' 79' • 72- 19 -t/9' 23-1/2 are 9T _ 42' 4a' g3' 97-1/0' 60' 19• 72' 74. 19-1/a- 00-1/7". 30' 37' 42' 49° 74-1/ 51' -1/9• 00' 133" 74' 1 S 9 i 1 X 9 STD. ( STD. 1x4 TD. 3X4 949. zX0 SID. 111004054 DMZ. 1117114 {4J suu. °_PAN 19 -t/8' 20 -1/2' 3 32" 42' 1.33' 53- I/O' 10' as 72' 74' 28-1/2" 30' 37' 46' 144' 53-1/11' OY 601' 72' 74' 140.0 1{40 1 140. 48" 04' 140.0 r40,0 1440 53 -I/8' 140.0 140.0 L14104 or 1400 1010 tale 80.• 30.1 103$ 04130 140:0 14710 72' 409 1024 140.0 1410 1400 922 1400 1410 040.0 + 140.0 f ' 15 -1/0' 7L• r 092 14nn .+r- :::w:. ,-,u... 40-1/2- 944 1 144.0 14017 a r40.0 140)3 .3)' 425 11S3 440.0 1 1400 140.9 3 374 Mora 140.0 11440 140.0 42 320 399 1400. 1010 140.0 46' 06' 29.8 042 120.3 1400 1404 53-1/$ 212 71.1 714.3 ' 040.0 140.0 50' 239 , 4417 101.1 140.0 140.01 15• 31.1 183 1134 739.3 140.0 72' 373 971 1 1339 •40.0 74' 1220 140,9 . 1400 14031 19-10' 99.1 140.0 0440 1400 20 -4/3' 17.2 778 140.0 1404 04]113 ;,340 27.G &3.1 119.5 74G0 1444i1 37' . - r sm5 lose 140.0 1400 42' - 49.0 I 924 135.0 1440 4V for 43.0 ' 334 121.9 1400 53 -1/07 -- .i9? 7311 1030 14.3.0 67" - 39'.4 .07.2 59.2 140.0 sr - i324 01.8 90.0 140n 72' 31.9 1709 07.2 14301 74' 20.1 74.5 !fat 140.0 1 110.0 10 -1/d' - I 518 119.4 1400 : 1400 20 -1/2' - 1 47.5 1019 14110 140 0 30- I .76.3 [ 825 12737 140,0 sr �= 119 I 709 111 .4 vf+00 , 42• 227 ' 017 931 110.0 40' 110' 298 ' 5711 24.1 1400 93 -1/8- 159 1 00.9 744 ,`.40.0 50' 216 403 037 1310 Be 42.3 02.0 j 120.1 72' F 41.3 604 1 r 119 1 74' 51.5 f 7104 322, 9i 140.0 119.4 1400 1100 13 311.4 raze 1400 - 2GB 1 73.4 97.1 234 1400 50.3 135 1410 20.5 44.0 611 - Ch7 331 - 1 .152 ( 51.4 229 4112 140.0 1.27.2 .143. 24.9 1120 23.3 428 019 289. 41.7 61.3 740 I 109.1 1 14011 90.4 1 78.0 740.0 1x6 1X3 1104 STD. STD. SIM 2714 STD. 41.6 .30.0 20.5 213 22.0 47.3 8.99 1100 36.2 1317 29.5 565 1319 40.2 1 123.2 1.3.1 1 1417.8 330 i 974 248 34.4 53.2 21.4 313 79.4 347 71.9 27.0 049 24.2 51.9 763 1440 37.5 543 400 331 210 494 30:2 23.7 .149 20.7 3912 27.9 242 :79.5 1343 107.1 901 94.1 79.0 673 312 2732 501 - r 94.5 379 27J 553 .199 1440 111.0 9911 804 740 38.1 76.0 152 220 413 - 59.4 40 44.9 409 - 343.5 NOW; ; M ULLICNS RATED IN THESE CHARTS MAY BE ORIENTED VERTICAIIY OR HORIZONTALLY. (dNTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 3. X11 STD. 115,0 834 737 59.9 32.0 441.1 41b 39.8 23.5 .10:7 29.9 88.8 Giam . .- 71ULL171 woos I PAOma NUM 1.81717.141 J Mails 70 EE 1384:01440 1161E 720,33192l11 914144 r70131031111. 011I1.90 TYPICAL. MULUC„V ARRAHGEMEUTS Tani ni (.s1 70[ 4 412 2 I 1 X8 STAi.W012 1YS870.USX 1X4:-T0. ME - 214 BID. MOBS 2"s 2-4-91 613 (i .xf'4(ST )0'i 2 950 I .933 I 6r41.05 I.931 L29M-4104 0 1.4�� • Cl 0 W108 �Ctii 17079492 PA!7110.1CFA601.4XD cm w11h0111906t A Awepiura N6 �41iss DAC 8 X 1115 270. 7086 13,08519 90. M95 -06A tane41 2 a s , ZIOZ /0Z /Z0 60E1E8890E SMOQNIM NONDO 31VA -o m 2"n II P1514147 I PAOma 1411W09 °171 J TYPICAL. MULUC„V ARRAHGEMEUTS Tani ni (.s1 70[ 4 412 2 I 1 X8 STAi.W012 1YS870.USX 1X4:-T0. ME - 214 BID. MOBS 2"s 2-4-91 613 (i .xf'4(ST )0'i 2 950 I .933 I 6r41.05 I.931 L29M-4104 0 1.4�� • Cl 0 W108 �Ctii 17079492 PA!7110.1CFA601.4XD cm w11h0111906t A Awepiura N6 �41iss DAC 8 X 1115 270. 7086 13,08519 90. M95 -06A tane41 2 a s , ZIOZ /0Z /Z0 60E1E8890E SMOQNIM NONDO 31VA -o m 2"n 9374883 Ulna 1-? -1/0• 28.1/5 30' 33' +8' 53 -1/e' 60' 16' _+79sr8N LOAD C43 140.0 4317 1400 440.0 124.0 110.1 1074008 0348. 90501 fNl 90. SPm 7136 '49.0 4a5 44-1 1328 324.3 55.0E 1184 30.2_ 500 1410 1274 1014 140.0 1400 34145 340.0 r40A 19.7 144.6 140,4 1400 340.0 14]10 140.0 19 -1 /5' 28 -1/2' 37' 47. 18 -1/8' 20 -1/2. 30' 37- 42' .40' 53-4/3' 491 60' 72' 74 -1/4' 115.4 1b42 0.- 813 1450 94.31410. 1094 140.0 4440 1358 0.2 1 44410 1 63.4 740.0 30.7 14001 19 � BL7 Elm 744 r41r10 50.0 11).2 62.3 130.2 ��. ' 604 '1309 �1GL�4 :#1.2 5L W014 44:4 '92.7 ` 73.9 , 44 0 073 EMI EU � 0 &5 483 X480 229 87,7 i &3 927 105.2 1489 121z 1460 140.0 690 753 140,3 097.0 1400 40+10 4810 99.1 07.0 134.11 77.4 140.0 1404 1480 474 70.0. 984 109.7 4719 1204 ! 119.8 1493 422 84.3 474 554 55.3 111.0 104.3 106 7 37.3 ) 313 37.2 1400 13.4 44.8 37.9 13) 97.0 628 1010 290 30.1 315 37D 389 774 730 140.5 .13.8 53.7 305 81.0 39.3 178 404 1327 249 423 274 519 344. 042 ' 004 121.7 743 47.9 ® 94.4 31.5 930 39.2 143.4 797 4400 892 140,7 107.4 e -�» 4480 - 140.0 14+10 50.0 113.8 64.4 5289 74.3 140.0 1400 - 140.0 562 1023 34.9 113.9 819 _ 131.2 723_9 1400 437 91.3 46.1 92.5 536 1080 109.4 740.0 35.8 71.7 40.0 61.3 421 34.2 !� ` "'r' 4400 26-412' 76. 37' 47. 4S' 53 -1(9• 66• 60' 72' 74' 19 -1/8' 1418 1434 le . s.. 3400 446131 1404 1400 1 S▪ r 1294 140,7 42' 1139 140.0 49' 90' 1400 53^1/5 90.9 1440 0.r 023 140.0 65• 73.7 14110 12 733 140.0 74- 10 -,/0• 28 -1/2' 30' 42' 4a- 1410" 936'/8' 72' 74' 4110 i 610 443 20.2 40.3 3743 380 400 330 315 284 25.1 229 21.0 1750 58.3 - 4140 400 3 47,3 1400 1400 3400 71.8 62.) 408 00.9 1217, 920 138.0 40.0 114110 sar - 9..4 .B r 806 A 97_7 1335 77.0 445 04.0 51.0 7020 FF 313' 52.9 35.7 714 414 277 514 314 879 384 2434115 275 40.0 31.9 54.1 390 241.9 43.9 380 36.3 323 31.9 700.1 411 390 34.5 34.4 28.7 280 00.4 614 54.7 49.6 452 44.4 74440 1035 915 91.2 089 141,1 1400 82.7 4 77.7 140.0 720 69.4 1381 I9 -t101' 20 -r/2' 37 37' 42' ANCHORS 7y33 552 503 100.4 31.9 1 5318 46' 132' 93-1 /14' 00' fr 12' 74' 0' 1 • 1 ' 20 -1/';• 30' 37' 42' 634 I 49' 444• 210 49.7 28.9 57.$ 94.1 1082 ! 63 -1 /8' 22.0 4131 254 53.0 474 45.8 90' 204 40.0 23.2 404 415 07.1 fig• - 30.7 74.3 % 47:8 3910. 738 72' - 39.7 30.7 41.4 389 77.7 74- I 01.4 1287 71.1 330.0 1310 4910 44.3 805 54.3 102.0 9018 1400 30.1 782 458 917 812 1400 51.4 3313 73.5 6910 1334 279 053 32.4 1 044 • 419 121.7 24.4 48B 283 59.7 33.2108.4 MR 2411419 4 74719. 0 RDAS 241 442 254 34.2 444 :4.2 31E 124118 4 3 GN931y 39.1 22.7 403 0 4.44. , 082 330 25.5 41.2 _ 3117 775 32•9 I - 37.6 31.7 20.0 1 440 9358 99111 132 I 135 582 110.4 409.3 1 1400 429 8142 70.9 771 14045 377.1 742 99.7 it 135.3 39.1 00.1 50.5 ! 313.0 235 530 4.39 993 23.7 4884 43.0 47.1 209 41.0 39.3 75.7 9719 1118 489. 920 90.3 312 26.4 30.0 293 7117 34.0 218 47.3 77.5 24.0 11.9 243 .T &7 21.3 383' 58.2 255 230 213 21.0 33.1 293 21.7 24.4 2.1.4 37.3 343 887 33.7 31.7 1 933 MO 29.0 j 565 3423 252E 960_' 14137 100.2 1404 37.5 728 1400 .03 633 127.7 ! 55.4 51.5 10.4.6 48.9E 40:6 91.2 34.0 306 28.3 27.9 254 286 429.9 6315 581 53.2 51.0 40_7 97.4 36.2 170.4 1 44.0 321 1 783 4 399 19.7 j 46.2 310 62.1 5912 70.4 40. 2512. 583 263 47.1 31! 222 44.3 ' .231 90.3. 33.1 25.9 747 47.4 46.7 443 984 58.7 128.0 420.2 424 609 27.0_440 213.1 310 47.9 55.6 376 240 46.1 443 089 - 35.2 204 408 307 79.8 - 324 - 37.4 310 40.7 29.3 31.0 63.9 - 985 1 - 33.1 31.1 52.1 ANY ANCHOR CONORION SHOW! 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(goo Iw97BY Ms 42 'WS dczx �.' . 1N V1dO A dletlaDNdY 11 .I Nl®N NOM tlQ? boOtlbN-.1W L —4 a YALE OGRON WINDOWS PAGE 09 ea4L -¢BB (cos) MU 0141r..042 Net) �. an= -u 'A310311 •7AY WILL "M'N 6£G8 011 'SOU/MS WOO $ AMNIA 311ntll aan AIN 'OW mot 01 a+t'hkn T sNornr n .9rii LJ wnNI f17 gra 2 4 ^q -De wug V :p 1: 1 /ill