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WS-12-527Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172817 Permit Number: WS -3 -12 -527 Scheduled Inspection Date: May 08, 2012 Inspector: Bruhn, Norman Owner: PANN, JAMES Job Address: 9153 NW 1 Avenue Miami Shores, FL Project: <NONE> Contractor: BRUNO CONTRUCTIUON CORP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010160080 Phone: (305)766 -8984 Building Department Comments NEW WINDOW NON IMPACT (EXISTING SHUTTERS) 13 OPENINGS Passe Failed •4f/7/ Inspector Comments CREATED AS REINSPECTION FOR INSP- 171583. Screws in mullians are not the correct size. Screw missing in bedroom. NB C'G Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 07, 2012 For Inspections please call: (305)762 -4949 Page 15 of 24 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. iS1 2 .f2- ` Master Permit No. BUILDING PERMIT APPLICATION FBC 20 ViAR 4 7 � a Bse_______ Permit Type: BUILDING ^ RQOFING OWNER: Name (Fee Simple Titleholder): ; IJ ofd a Phone #: Address, t 6- City: Zip:S 3 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: "t k53 ! V 1 City: Folio/Parcel #: Miami Shores County: I(� 2Io) -i-( Is the Building Historically Designated: Yes Miami Dade Zip. 1 NO Flood Zone: CONTRACTOR: Company Name � `�J � �/�a �!r• � � Phone #: 3 �� -15 "" 7 ddress: , IA n ( Ei� p/- City: 0 / `_Z ' 0 /)" State: / Zieg 1______6_4ier.W Qualifier Name: l�f V') J[�' i �' C� ,� v �d Phone#: �� State Certification or Registration #: f Certificate of Competency #: ontact Phone #: Email Address: DESIGNER: Architect /Engineer: Phone #: Value of Work for this Permit: Type of Work: ❑Addition D ription o Work: $ a ' Square/Linear Footage of Work: ❑Alte , tion New ❑Repair/Repiace ji ❑Demolition *********** * ** * * ******* * *** 0000 ******** Fees************* **** * * ***** *** *** *** **** * ****** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 The for day of who is p Owner or Agent g g i strument was a cnowl�edged before me , 20 �,[ , by Signature The foregoi ao day of Contractor ment was acknow edged before me this ,20Q , by y► f. JI rsonally known to me or who has produced who is per onally known to me or who has produced SI"�' C`.. - C�na_7aYC; '... _J: -. ,S _`* wclq. gius£ =rlii. (; ,�ti ;k Psi;.; MADAY DE ARMAS -SODS PUB ec MY COMMISSION 0 DD 950325 / t zi EXPIRES February ? 2014 Bonded Thru Notary Pubtic. Unde'wrrtors ingf^ lili ' i , r NOTARY Sign: Print: My Commission Expires: n oath. APPROVED BY \771 —3 7Z-. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTARY P Sig Prin rip tiraRTIMINEra ,. r^g'Y •'e i✓.. Tr $ MADAM DE ARMASSOLIS _ MY COMMISSION it DD 950325 EXPIRES: February 7, 2014 Bonded Thru Notary Pubyc Underwriters 0 My Commission Expires: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF ITT INSPECTION PERMIT NO. TAX FOUO NO. /'I -3fo1 e14 -04(0 1 1 11111 111 11 11111 11111 1 1111 11111 11111 1111 11 11 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal d option of p perty and street/ad .`7 . 1-or7j 2. Description of improvement te(/FW W /NV OWS CFN 2012R024231.6 OR Bk 28061 Ps 2274; Ups) RECORDED 04/05/2012 10:52 :00 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above resenred:f r use of recording office 3. Owner(s) name and'address: Interest to property: Name and address of fee simple titleholder. 4. Contractor's name address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713:43(1)(b), Florida Statutes: Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date Is speGtied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13: FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS. TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of 91per(s.) qr Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By `�"', Dfl-f C� Prepared By Print Name {-n Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing Instrum nt was acknowledged before me this 13 day of >uL� . /. • Q ) BY ❑ Individually, o o _ -�• ad 4 h for 4 Personally known, or • produced the following type of ide Signature of Notary Public: • Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or O�rner(s)'s Authorized Officer/Director By 123.0142 PAGE3 3110 MAOAYDE' M`! (dim- EXPIRES: $_ Thru Nr z STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CER77FYthat this is a true copy of th3 original filed in this office on�,._.day of ®SSR it�r� A.D.20, MINE / end a al Seal. MAR . :.0 ° CLERK, of Circuit mid Cowls � By ' - n, �� e/��f° y D.C. ALEX SINK CHIEF FINANCIAL OFFICER \tz*.mitiV STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 06 -01 -2010 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 06/01/2010 BRUNO 264349646 BUSINESS NAME AND ADDRESS: BRUNO CONSTRUCTION CORP 2120 NE 122 ST MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: 1— CONSTRUCTION EXPIRATION DATE 05/31/2012) VINCENZO 2— CERTIFIED GENERAL CONTRACTOR * * IMPORTANT: Pursuant to Chapter 440 . 05(141, F.S., an officer of a corporation who elects exenjption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.051112), F.S., 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 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 -1E 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 DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 06/01/2010 EXPIRATION DATE: 05/31/2012 PERSON: VINCENZO A BRUNO FEIN: 264349646 BUSINESS NAME AND ADDRESS: BRUNO CONSTRUCTION CORP 2120 NE 122 ST MIAMI, FL 33181 SCOPE OF BUSINESS OR TRADE: 1- CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT FO 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 1- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05112), 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 R 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 meet: 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 03/11/2012 03:39 3057540341 FOSTER2 : rte, • • . -,,• -• p�gimi � owwworgp IwA mum,/ . cm 140 4. S'� - �1197A �W�+/, / " STATE OF ,4't„' 131 FLOOR ' SiE.m 30,012 MUST MARL FL 33131 P TD N�iY CODE OF BUSINESS ••ART. 9 & 10 663568 -5 �O ION CORP NE 123 ST 33181 NORTH MIAMI THIS IS NOT A BILL - DO NOT PAY RENEWAL STATMelt2b18709 °JNO CONSTRUCTION CORP 1°t� BUILDING CONTRACTOR WORKi 5/S OVUM NOR U LUDX E MIT ruar m!, INEREPmel O�R91i0�1U01 000056.25 RFS OTHER SIDE DO NOT FORWARD BRUNO CONSTRUCTION CORP VINCENZO A BRUNO PRES 2120 NE 122 ST N MIAMI FL 33181 fltf��rriPuu�jprr�urrl> :rir�irinjirrr��rrir�rl��urril !i a Y.V. POSTAGE i PA®► PERMIT NO 237 690642 -5 rtrr; pt-ptyy •filut411"5 PAGE 01 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BRUNO, VINCENZO ANTONIO BRUNO CONSTRUCTION CORP 2120 NE 122ND STREET NORTH MIAMI FL 33181 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 leam 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! DETACH HERE • • DATE BATCH SIR_ MEIER b y �- i� tam 07/27/2011 13:07 FAX 3055547090 The First Ins R ooiiooi iwoonrrrn .at 2 ' CERTIFICATE OF LIABILITY INSURANCE L o ,2711` 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATWELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, JMPOR7ANt Itthe certificate Potnar Is an ADOm0NAL INSURED, she poleypen) moat be endorsed. It SUBROGATION IS WAIN®, output Is the t'°"° and aondidon% *TO* POW) ceNrkaln policies may require an mulonsernent. A statement on this certificate noes not coufdr rights to the Coditloate holder in lieu Much endorsearengs). PRODf R endorsees. ..gel RIM Insurance Group 10987SW40St Miami, FL 33195 Phone (305)221-7378 ROMEO BRUNO CONSTRUCTION CORP 2120NE122St NORTH MIAMI, FL 33181 - 305 r' OVERAGES Fax (305)554-7090 OW= PANNE t„ Mam mesa (305) 221-7878- m Loom (305) 554.7090 ORSUMEM AF7RMONS =SANK traUFnat A: UNITED SPECIALTY INSURANCE MOWER MAIL* 111BUREit E : INSURER F: CERTIPRATE NUMBER: REVISION NUMBER ! 1S TO CER(wFY THAT THE POLICIES OP INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD DICATED. N yrwaRRrANDINL ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS T E MAY REISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIED HEREIN IS SUBJECT TO ALL THE TEEMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. L!M<TS SHOWN MAY HAVE BEEN REDUCED BY PAID CIASIS. LTR TYPE OFeLRIrRAtrCE YAM AMOY PAIMUP.R A GETCRAL MERRY r©-I COMMERCIAL GENERN.uABIU1Y I. J ❑ OtAat MADE ❑ OCCUR GEro'L AGGREGATE LAarYAPP_UES PER ❑ . POLICY [D U LOC AOTOMOSIA UASLItY ❑ ANYAUTO ❑ ALL OWNED Ants ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NONwWNEDAUTOS SUBM 1235214 ❑ UAS ❑ ECM= LYie DEDUCTIBLE ▪ RETErrrioN $ WORMS CONPER:ATION AND EliPLOYERF unruly 1'� ANT E MECUTNE N b S PiI O OPERATIONS RAI= ❑ OCCUR KLASAS-MAD!? OCCURRENCE a 1,000,000, 0 1,000c s 8,000 $ V INJURY S j000 000 AGGREGATE $ 1400.000 1 .:, .,000 $ pRODucT$• COMP/OP AGG $ ) SINGLE Lear (Ea ereldoe BODILY !SWAY (Per panto) ai BODILY RUM (Per amidan» $ PROPERTY DAMAGE (Per a Nry $ 3 EAGI =MENGE AGGREGATE ■ OlitORPTION ORERATAMS tLOCATIONStit9Y a WWI ACORO101,AddleontdRenunts& Mdole,ifmoreapsesIs required) GENERAL CONTRACTOR LIABILITY CERTIFICATE HOLDER n LI___714Cli RODENT $ A!,. -EA EMPLITIII4 S E.,. MEAN -POLICY oar B CANCELLATION City of Rialto.-- Snars 10050 N F' :2nd. Ave Miami Shior`es, Fl. 33138 ACORD 25 (2009109) OF 3/16/2012 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Description: JUAN CARLOS BOYADJIAN Analysis by: E.P. Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.11 ft Ridge Height (RHt) 15.00 ft Mean Roof Height (Ht) 12.90 ft Width Perp. To Wind Dir (B) 55.00 ft Width Paral. To Wind Dir (L) 56.90 ft Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsnon = 0200 Zmin = 15.00 ft Zm Izm Lzm Q Gust2 Zmin Cc * (33/z) ^0.167 I *(zm /33) "Epsilon (11(1 + 0. 63 *((Min(B,L) +Ht)/Lzmr0.63)) ^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7*3.4 *Izm)) 15.00 ft 0.2281 427.06 ft 0.9137 0.8796 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Type of Structure Height/Least Horizontal Dim 023 Flexible Structure No Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsnon = 0200 Zmin = 15.00 ft Zm Izm Lzm Q Gust2 Zmin Cc * (33/z) ^0.167 I *(zm /33) "Epsilon (11(1 + 0. 63 *((Min(B,L) +Ht)/Lzmr0.63)) ^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7*3.4 *Izm)) 15.00 ft 0.2281 427.06 ft 0.9137 0.8796 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gip' Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Page 1 of 2 3/16/2012 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.16 = => a 2 1 2 a a a Gabled Roof 7 <Theta < =45 5.16 ft Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ft" 2) Zone GCp Wmd Press (Ib/ft^2) Max Min Max Min 10 or Tess AREA 10.00 4 1.00 - 1.10 46.46 -50.40 10 or Tess AREA 10.00 5 1.00 - 1.40 46.46 -62.21 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Page 2 of 2 MIAMI• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACcEPTANCE (NOA) L Lawson Industries, Inc. r 8501 N. W. 90 Street / Medley, FL 33166 J1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Gov/buuildingcode 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 ICode,_ ncluding the High Veloci .Hurricane Zone. DESCRIPTION: Series "SH-7500 (Flange- mounted)" Aluminum Single Hung.'indow APPROVAL DOCUMENT: Drawing No. L7500 -0401, titled "Series SH -7500 Single Hung Flange Window ", dated 09/20/2004 with revision "D" dated 07/02/2010, sheets 1 through 5 of 5, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, 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 R-ATINGi VT�one LIMITATIONS: Miam -Dade County Product Control Approved Shutters Or Protection Devices Shall Be Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 09-0720.05 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 D. Gascon, P. E. MIAMI -DAD C APPROVED rNOA No 1'0- 11411 02 - ---1 E. iration Date: September 01, 2015 (Approval Date: August 04, 2010 ,--- —t Pale 1 �,-; Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L7500 -0401, titled "Series SH -7500 Single Hung Flange Window ", dated 09/20/2004 with revision "D" dated 07/02/2010, sheets 1 through 5 of 5, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Forced Entry Resistant test per FBC 2411 3.2.1, TAS202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows ( Fin/Flange mounted), prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5283, dated 08/24/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07- 0925.11) 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 Resistant test per FBC 2411 3.2.1, TAS202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows (Fin/Flange mounted), prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4324, 4350, 4346, 4363, 4323, 4406 all dated November 08, 2004 and 4405 dated November 12, 2004, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 05- 0324.07) C. CALCULATIONS 1. Anchor calculations and structural analysis, prepared by Lawson Industries, Inc., dated 08/03/2009, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No.: 10- 0412.02 Expiration Date: September 01, 2015 Approval Date: August 04, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 01/15/2005 and 07/07/2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 09- 0720.05) 2. Statement letter of "No financial interest ", dated 07/07/2009, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 09- 0720.05) 3. Laboratory compliance letter, as part of the above referenced test report, issued by Fenestration Testing Laboratory, Inc., dated 09/11/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 07- 0925.11) 4. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing Laboratory, Inc., dated November 08 and 12, 2004, all signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA No. 05- 0324.07) G. OTHERS 1. Notice of Acceptance No. 09- 0720.05, issued to Lawson Industries, Inc. for their Series SH -7500 Aluminum Single Hung Windows (Flange - mounted), approved on 10/28/2009 and expiring on 09/01/2010. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No.: 10- 0412.02 Expiration Date: September 01, 2015 Approval Date: August 04, 2010 E -2 -5/16' TAPCUN FASTENERS (Conc. or Masonry Installation) -#14 S.M.S. FASTENERS (22 VD. Framing Installation) (A) 2 AT FRAME HEAD CC) NONE AT FRAME SILL (D) FRAME JAMB SEE TABLES AT SHEETS 3 and 4 of 5 53 1/8' 4'TY® WINDOW WIDTH OPTIONAL FASTENERS N0TE• 1/4' TAPCON FASTENERS or 1412 S.M.S. SCREWS MAY BE USED. SEE DP CHARTS FOR TOTAL ANCHORS REQUIRED. (ADDITIONAL ANCHORS TO BE FIELD DRILLED & APPLIED) (A) 3 AT FRAME HEAD CC) NONE AT FRAME SILL CD) FRAME JAMB: SEE TABLES AT SHEETS 3 and 4 of 5 53 1/8' WINDOW WIDTH I/ 3/4. �Ak 11 9/16' 11 9/16= - x-. Ls 11 9/16' V ) n E z 7• 7 15 3/4' 7' 11 5/8"— 14 1/4' - 11 5/8' -• UNEQUAL LITE VIEW WINDOW TEST UNIT ELEVATION (SEE TABLE V -1 & V -2 FOR DESIGN PRESSURE) RADIUS HEAD EQUAL LITE WINDOW TEST UNIT ELEVATION Notes: SERIES -7500 SINGLE HUNG WINDOW — FLANGE 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE AND ASTM 1300. THIS PRODUCT IS NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2007 F.H.C. & TO BE REVIEWED BY THE BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. INTERIOR ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES. 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 S.) RADIUS HEAD WINDOWS ARE QUALIFIED FOR USE WITH ALL GLASS TYPES TABULATED HEREIN. 8.) VIEW WINDOWS ARE QUALIFIED FOR USE WITH 3/16' ANNEALED & 3/18' TEMPERED GLASS USING THE HEAVY DUTY MEETING RAIL ONLY. 7.) SEE PAGE 4 FOR LOCK OPTIONS. 8.) APPROVAL APPLIES TO SINGLE UNITS OR MULTIPLE UNITS AND MAY BE MULLED VERTICALLY OR HORIZONTALLY. 9.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS USING A MIAMI -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. 10.) SEE SHEET 2 4 FOR MULLION /METAL ATTACHMENT DETAILS & NOTES. -5/16' TAPCUN FASTENERS (Conc. or Masonry Installation) -s14 S.M.S. FASTENERS (22 WD. Framing Installation) (A) 2 AT FRAME HEAD CC> NONE AT FRAME SILL CD) FRAME JAMB. SEE TABLES AT SHEETS 3 and 4 of 5 53 1/8' 14 1/2' -' ' 30 7 D 14 3/4' -- 14 1/4'_. naX. WINDOW WIDTH 4'TYP' - i m Max. o.L.O. Width 49 1/4' p S FRAME EQUAL LITE WINDOW TEST UNIT ELEVATION — NON— IMPACT WINDOWS ARE TO BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS PIR es comPlY1318 with • raft "'Wax" ND ' ?gag Dam ti1L. M1attl JHvivton T i 1- m —9 O o. 1 0 cif) SNOOD SSV7J ONE SMOOMMI PON/R'l17E Al MANUFACTURER OF Q O A z_ W dV Fz. SINGLE HUNG 0 O 1` L7500 -0401 1 1 a 1 pp\ ti 1 2 0 la on 1a 1 z ■ �ds m 2 1/2' MIN. EDGE DISTANCE 44 .. 0 1 1/4' MIN. TYP d 1/4' or 5/16' TAPCONS WITH 1 1/4' MIN. CONC. OR MASONRY EMBEDMENT 1 1/4' MIN 0 1'X PT W000 BUCK 1/4' MAX. • SHIM CAUL 0 GLAZING SEALANT EXT. TANDARD DUTY MEETING RAIL (SEE DESIGN PRESSURE TABLES) 7 CAULK GE DISTAN 2X WOOD BUCK ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 1 I /4' MIN. WOOD EMBED 1/4' MAX. SHIM #12 or #19 S.M.S. V/ 1 1/4' MIN, WOOD EMBED 2 X WOOD BUCK 1/4' SHIM • MAX. • MIN 1 1/4' W000 EMBE 1 1/4' MIN. EDGE, DISTANCE 1/4' or 5/16' TAPCONS WITH 1 1/4' MIN. CONC. OR MASONRY EMBEDMENT WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS GLASS GLAZING SEALANT 30 1/4' SHIM MAX. • 0 ® 0 g 1 1/4--'-�I MIN. TYP' alAMAMVAIAU VAA1000Us EXT. WINDOW WIDTH 0 CAULK HEAVY DUTY MEETING RAIL (SEE DESIGN PRESSURE TABLES) OPTIONAL FASTENERS NOTE. 1/4' TAPCUN FASTENERS or #I2 S.M.S. SCREWS MAY BE USED. SEE DP CHARTS FOR TOTAL ANCHORS REQUIRED. (ADDITIONAL ANCHORS TO BE FIELD DRILLED 6 APPLIED) (A) 3 AT FRAME HEAD (C) NONE AT FRAME SILL (D) FRAME JAMB+ SEE TABLES AT SHEETS 3 and 4 of 5 1/4' MAX. * SHIM TYP IX or 2X P.T. WD. BUCK PRODUCTRENSWED Thellodda cDaW : lL%3 De mi INohfnn Product 2 1/2' MIN. EDGE DISTANCE • .0Z is Glazing Detail & Description - I/a 1/4• /8F MONOLITHIC GLASS - SINGLE GLAZE ANNEALED OR TEMPERED 1/8', 3/16" OR 1/4" THICK (SEE DESIGN PRESSURE TABLES) 30 Glazing Sealant 'types & Options 1) Schnee - Morehead 5731 2) Schnee - Morehead 5732 3) GE SCS 1000 Clear Silcone 4) Dow Corning Clear Silcone 3/B' GLAZING BITE 1 /2' OVERALL INSULATED GLASS CONSIST 01. 1/8' ANNEALED OR TEMPERED UTE + 1/4' AIR SPACE + 1/8' ANNEALED OR TEMPERED LITE (SEE DESIGN PRESSURE TABLES) • WHEN THE GAP B THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1 /8 ". SHIMS ARE NOT REQUIRED. 0 N E41 0) 1 0 yM 8 O O 1 f 1 11 8 g 5 5 9A d z 1 1 1 FF 1 z e" Ra1gaParmaW tandadnelIngRal Te3t #F11-4606- 3116'Arnealed t t g A k e Re®ua lint to1004s1. FlameFranev/ Shaidan1Nbeling Rail. Testa F11523310 - 1a. Paraded Nig9Is Pram=llmted to COps(. RaveRatneW GaziadCtlyRal Test #F7L6283M &A4- 1B"Atriei M a asPmearmOrritedto 1 1. L,•X L. 41 t ED 1 i 90 ST. L • ' S II N 8 OLEY, FLORIDA 33166 SH -7500 SINGLE HUNG FLANGE WINDOW GLASS LOAD CHARTS & MONOLITHIC GLAZING DETAIL ii n n - 8 of p o3 „ra q §i I #l4a EMS' T ,cros Mar Tswana 414 or 918.7apcons #12 a1/4"Tepwrs #14or S16"Teprons #12a1t4"Tgm1a Wd81 M} Hi jt M) P(+) pet P( -) re Jaris Mchas clad Athdos Jane Atldos Had Attdhas Wd3 (In) tit (In) P(i) pi P( -) ref Jab Anchors Haad Areas Janb Anchors Hui Arcias Wcth (In) HagFt (t) P(13 Psf F( -) psf Jalb Ades 2 1133 Ardttas 2 .Falb halm 2 1-bad Athos 2 19175 3 70.0 1000 2 2 2 2 19.125 3 70.0 1000 X66 rare 19125 3 70.0 100.0 2 2 2 2 3.5 3 70.0 100.0 2 2 2 2 3.5 3 70.0 100.0 2 2 2 2 285 3 70.0 1000 2 2 2 2 37 3 70.0 100.0 2 2 4 3 37 23 70.0 1[0.0 2 2 4 2 37 3 700 93.8 2 2 4 2 53175 3 70.0 100.0 3 2 5 3 5311 as 73.0 1010 3 2 5 3 53125 3 614 61.4 2 2 2 2 MONOLITHIC GU55 - SINGLE GLAZE ANNEALED OR TEMPERED 1/8`. 3/16" OR 1/4" THICK WE DESIGN PRESSURE TABLES) GLAZING DIOTAI1. & DESCRIPTION 1911 38375 70.0 1010 3 2 3 2 1913 3375 70.0 103.0 2 2 3 2 19.125 33375 700 1000 2 2 3 2 35 38375 70.0 1010 2 2 4 2 25.5 38375 70.0 100.0 2 2 4 2 265 38375 700 1010 2 2 4 2 `-37- -33-375- - 70.0 0; 3 2 5 3 37 38375 70.0 100.0 3 2 5 2 , 37 33375 700 A8 2 2 4 2 5313 38375 70.0 768 4 2 6 3 53125 38375 70.0 886 4 2 6 3 313 3375 446 446 2 2 4 2 1913 51675 70.0 100.0 2 2 3 2 1913 51625 70.0 100.0 2 2 3 2 19.25 9625 700 1000 2 2 3 2 3.5 50575 70.0 100.0 3 2 5 2 3.5 51625 70.0 100.0 3 2 5 2 265 5165 700 26.6 3 2 5 2 -- 50675 70.0 1010 7 4 2 7 3 37 50625_ 70.0 1000 4 2 7 3 37 985 604 874 2 2 4 2 5313 51625 626 626 4 2 6 3 5313 51835 no 722 4 2 7 3 3125 5165 363 383 2 2 4 2 19.123 9 70.0 100.0 3 2 4 2 1913 58 7110 100.0 3 2 4 2 1913 58 700 1000 3 2 4 2 3.5 53 no 1010 3 2 6 2 35 58 70.0 100.0 3 2 6 2 265 58 700 837 3 2 5 2 37 58 70.0 983 5 2 8 3 37 58 73.0 103.0 5 2 8 3 37 9 570 57.0 2 2 5 2 5311 58 57.3 573 4 2 7 3 5313 58 66.1 681 4 2 7 3 9.25 58 332 332 2 2 4 2 1913 63 70.0 1010 3 2 4 2 1913 63 70.0 100.0 3 2 4 2 1925 53 700 923 3 2 4 2 3.5 63 700 1010 3 2 6 2 3.5 63 70.0 1010 3 2 6 2 265 63 700 81.1 3 2 5 2 - 37 -) -631 -710 921' 5 2 8 3 37 63 7110 100.0 5 2 9 3 37 63 556 36 3 2 5 2 5313 63 54.5 515 4 2 7 3 5313 63 629 629 4 2 7 3 311 63 316 31.6 2 2 4 2 1913 7425 70.0 10110 3 2 5 2 1913 7425 70.0 130 3 2 5 2 19.25 74.3 700 81.6 3 2 4 2 3.5 7475 70.0 103.0 4 2 7 2 35 7425 70.0 1010 4 2 7 2 . 285 7425 674 67.4 3 2 5 2 37 7475 710 856 5 2 9 3 37 7475 70.0 1010 6 2 10 3 37 741 538 53.8 3 2 6 2 5313 743 53.0 510 4 2 7 3 53175 743 57.7 57.7 5 2 8_ 3 6325 743 290 3.0 2 2 4 2 RarglFlaheWHaagtyF2O770Ek1 Test#FQ- 4333- 316'AraelaWfav Ng*. Re Wredtotnst Flaw FrareWfbayt Tet #F1L433- 316'Tanlaed NrgH1eReran Laraedto tyti08 100513 I5a#F34345-3tBD 5111 TASEV2 Npa'eRemraLlrttlb10Di9. #14a516-Tipms #MaS4"Tepms #16ora19"arms #12atA"Tipoas #14a918"TApoore #12a114'Tepms 003 5ZE Wdh (4 Hayt (b) R*) pi Pat rW Jalb Aches 1-1E ad Archon Jn6 *dun H®d Arius OME Wdh Hilt P( *) P(-) Jarb Ades H85 Aldus J6nb Altars H&S Ades 'Review& Rene A. Added 1/4" Topers & 112 SYS Anchors 11 • I. ii ggp a 8 Y of f Genmoi notes re isea to gimpy rite the 2007 Florida Bailenq CMe. $ iS 13 1 Wah (14 04 R *) R,) Fd jam, xim twd "las .r h "14® Had Aldus 14-2 1913 alma no 1000 2 2 3 2 14-2 19125 33225 700 IMO 1913 3 70.0 1010 _ 2 2 2 2 14-3 1913 395 700 1010 4 2 6 2 14-3 1913 51&5 AO 1230 2 2 3 2 15-3 1913 53 A0 1010 4 2 6 2 2%5 3 70.0 107.0 2 2 2 2 15-3 1913 63 AO 1010 3 2 4 2 15 -4 19125 63 AO 1010 4 2 7 2 37 3 710 101.0 2 2 4 2 15-4 1213 63 AO 1030 3 2 4 2 Z I F r 0 3 -4 1913 743 7O 1000 4 2 7 2 5313 3 70.0 1000 2 2 5 3 18-4 1913 743 AO 1000 3 2 5 2 16 -45 1913 7475 710 1000 3 2 5 2 16 -45 1913 743 700 1010 4 2 7 2 1813 335 710 1020 2 2 3 2 16-5 1913 743 710 1000 3 2 5 2 18-5 19125 743 700 1010 4 2 7 2 35 38375 A•0 1010 2 2 4 2 1-84 -2 35 5065 A.0 3700 3 2 4 2 F24 -2 35 9.95 700 1070 3 2 4 2 37 3375 710 130 2 2 5 2 F134 -3 35 5065 73.0 1010 3 2 5 2 1-84 -3 35 53.625 700 1030 4 2 5 2 5313 38375 70.0 130 4 2 7 4 1-05 -3 35 63 700 1110 3 2 6 2 155 -3 35 63 703 887 3 2 5 2 1-75-4 35 63 710 1030 4 2 8 2 1813 5335 70.0 130 2 2 3 2 1135-4 35 83 700 1000 3 2 6 2 3-33 -4 35 743 700 750 3 2 5 2 3.5 53625 70.0 1010 3 2 5 2 3-08 -4 35 743 A0 1010 4 2 7 2 Ki6 -45 35 743 700 849 3 2 5 2 37 63625 AA 101.0 4 2 7 3 H36-45 35 743 AA 1010 4 2 7 2 196-5 35 743 700 1000 4 2 7 2 1-86 -5 35 743 700 889 3 2 6 2 am 6165 70.0 1010 6 2 8 4 24-2 37 5365 A.0 1010 3 2 6 2 21 -2 37 5195 7110 1000 4 2 6 2 py g41 NI s3�{ g1 s �� E A at 1913 59 70.0 130 3 2 4 2 24-3 3 37 5665 A.0 •1 00 4 2 6 2 24 -3 37 965 MO 936 3 2 5 2 235 8 700 1070 3 2 8 2 25x3 37 63 A.0 '110 5 2 8 2 3 -3 37 63 700 733 3 2 5 2 700 1010 5 2 8 3 3-4 37 63 A.0 •100 5 2 9 3 1 -4 37 63 700 838 3 2 6 2 `53'� 63 70.0 91.6 6 2 9 4 28-4 37 743 no 1010 6 2 9 4 3-4 37 743 644 644 4 2 5 2 3 -4 37 743 700 71.7 4 2 6 2 1913 63 70.0 1000 3 2 4 2 3-45 37 743 AA 1310 6 2 9 4 3-5 37 743 700 753 4 2 6 2 35 63 70.0 1010 3 2 6 2 26-5 37 743 AA 1010 6 2 9 4 31-2 5313 385 53 590 3 2 4 2 37 63 70.0 1020 5 2 8 4 63125 6365 AD 1030 5 2 8 2 ODUCT EN WeDotide ,a' 34-3 53175 5163 AO '110 5 2 8 3 34 -3 8313 5165 624 624 3 2 4 2 53125 63 70.0 �2 6 2 9 4 35-3 5113 63 AO 900 6 2 9 4 8 ?PNo �'�'a ' . ,. - -j&� ( Air' �, (�J SY i .: •�-,_ 3 -3 913 ® 553 563 3 2 5 2 1913 743 A0 1010 3 2 5 2 35-4 5111 63 AO 87.8 5 2 9 4 36-4 913 63 548 548 3 2 5 2 35 7475 70.0 130 4 2 7 2 3334 5313 743 AA 841 6 2 9 4 36-4 913 743 510 51.0 3 2 5 2 37 5313 743 743 70.0 700 1010 810 6 6 2 2 10 10 _ 3 4 3 -45 33.5 6313 53125 743 743 710 no 81.3 810 6 6 2 2 10 10 4 34-45 5113 7475 508 518 3 2 5 2 4 Miami ''- 7,0601 "'". 3 -5 5313 743 530 510 3 2 5 2 1 1Divkion Flange Frame v! Standard II/eating Rail Test #FTL5283A5-1/8 "Tempered Naga)* Pressure LMaed to MOW. . 1/, - ® E)(•T. ; 1 r"--`1 I, I L /8' r- I GLAZING BITE Notes %f p/!p/ S i�� 1 �/ 8501 N.W. 90 ST. @' MEDLEY, FLORIDA 33166 SH -7500 SINGLE HUNG FLANGE WINDOW GLASS LOAD CHARTS, INSULATED GLAZING DETAIL & LOCK OPTIONS - c o °p N a - Td 614 or me' T82aorm 812 or114"Tapcore 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. THE CAM LOCK IS QUALIFIED FOR USE ON ALL WINDOWS. 0 [!koo ail :I Wdth On) Height (In) P(+) psf P(-) p8f Jamb Arrchols Head Anohon Jamb Anchors Head Arrcfors 19.125 28 70.0 100.0 2 2 2 2 28.5 28 70.0 1000 2 2 2 2 37 23 70.0 103.0 2 2 4 2 53.125 28 70.0 100.0 2 2 5 3 19.125 38375 70.0 1000 2 2 3 2 GLASS arc LITE CHARTS) 26.5 383%/5 70.0 1000 2 2 4 2 1/2" OVERALL INSULATED CONSIST 02; 1 /8' ANNEALED OR TEMPERED + 1/4' AIR SPACE + 1/8' ANNEALED OR TEMPERED (SEE CORRESPONDING DESIGN PRESSURE GLAZING DETAIL &DESCRIPTION 37 38.375 70.0 1010 2 2 5 2 53.125 38.375 70.0 896 3 2 6 3 19.125 50625 70.0 1010 2 2 3 2 25.5 50625 70.0 1010 3 2 5 2 PRODUCT ay�y(ogwimdmnod& No • - 4,,..: a p • " /L. ] Q �, : ..� /.._. r... «:n OPTIONS 37 51625 70.0 100.0 3 2 7 3 53125 50.625 70.0 723 3 2 7 3 0 LOCK 0 (LATCH AND SWEEP) 19125 58 70.0 1000 3 2 4 2 gas 58 70.0 100.0 3 2 6 2e 37 53 70.0 103.0 4 2 8 3 53.125 53 F6.1 681 3 2 7 3 19.125 63 70.0 103.0 3 2 4 2 23.5 63 70.0 103.0 3 2 6 2 37 63 70.0 100.0 4 2 9 3 53.125 63 62.9 629 3 2 5 3 19125 7425 70.0 100.0 3 2 5 2 28.5 74Z 70.0 100.0 4 2 7 2 37 7425 70.0 100.0 5 2 10 3 53.125 7425 57.7 57.7 4 2 9 3 R 12 X 3/4• S.D.S. FLAT HEAD, PHILLIPS. MEE ELEVATION AND SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR Test# FIL5233A3- Hangs Frame Standard 112' Overall Magda) Asmara 811BetIrg InsiietedtiVVB'Annealed Umaed to Reil coast Flan Frans vl Heavy DutyRailDES Ir�JB Test # FTL 4351 - 1/2' Overall Insulated WU8"T@ red Negative Press= Untied to Ogast DP TABLES FOR QUANTITY AND FASTENER SPACING) \ � I /4' MAX. SHIM 5 12 S.D.S. X IS 1/4" L. EE ELEV. FOR PACING resist= iwaw A. added 1 /a• Topoon, & /12 MIS anchors 1 ,g � � i 1 o a m >: . gg 3 U a p a B$ 88 g ¢ g 4 814 or &18"Tapcons 612 or114"Tapcore 814or&H8"Tapcae 612or114"Tapcors MN Width (In) Height (In) P( +) pst P1) pat Jamb Anchors Head Anchors Jamb Archers Head Mehom Width on) Height On) P( +) P� P( -) PM Jamb Anchors head Anchors Jamb Anchors Head Anchors 3_1 r INTERIOR 19125 26 70.0 100.0 2 2 4 2 19.125 23 70.0 1010 2 2 2 2 1114-7 WINDOW FRAME 11 - non= ' ,',�I� II III 28.5 26 70.0 100.0 3 2 5 2 26.5 26 70.0 1010 2 2 2 2 ai 1. F° k I �@ A 37 28 70.0 100.0 4 2 6 3 37 26 70.0 1010 2 2 4 2 53125 28 70.0 103.0 3 2 6 3 53125 28 70.0 1010 3 2 4 4 19125 38375 70.0 100.0 3 2 6 2 19125 38.375 70.0 1010 2 2 3 2 WINDOW FRAME 23.5 38375 70.0 19) 0 5 2 8 3 28.5 38.375 70.0 103.0 2 2 4 2 37 38375 70.0 1010 4 2 7 3 37 38.375 70.0 1010 3 2 5 2 55125 38375 70.0 807 4 2 6 3 55125 38.375 70.0 1010 4 2 7 4 Y �� EXTERIOR PEROIETE' SEALANT EXTERIOR EXTERIOR GRADE PERIMETER CAULKING NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM. 1 /8' MIN. THICK) A) STEEL : Fy = 36 SI MIN. K O B) ALUMINUM : 6063 -T5 MIN. MULLION & METAL STRUCTURE ATTACHMENT DETAIL, ' 19125 51625 70.0 100.0 4 2 7 2 19.125 50.625 70.0 103.0 2 2 3 2 28.5 50625 70.0 100.0 5 2 8 3 28.5 50.625 70.0 100.0 3 2 5 2 37 50825 70.0 100.0 5 2 8 3 50.625 70.0 100.0 4 2 7 3 53125 50.625 65.8 658 4 2 7 3 53.125 50.625 70.0 103.0 5 2 8 4 rnvmaa J. bI TUS PROFESSIO ENGINEER FL Cl . 55EE5 DATEIUL '' 2 110 19125 58 70.0 100.0 4 2 8 2 19.125 58 70.0 1010 3 2 4 2 295 53 70.0 103.0 5 2 8 2 26.5 58 70.0 1010 3 2 8 2 37 58 70.0 100.0 5 2 8 3 37 58 70.0 100.0 5 2 8 3 53125 58 60.1 601 4 2 7 3 58 70.0 91.6 5 2 9 4 19125 63 70.0 103.0 4 2 7 2 19.125 63 70.0 100.0 3 2 4 2 28.5 63 70.0 100.0 5 2 8 2 .: 63 70.0 100.0 3 2 e 2 37 63 70.0 100.0 5 2 9 3 37 63 70.0 103.0 5 2 8 4 ! 1 53.125 63 572 57.2 4 2 7 3 55175 63 70.0 872 5 2 9 4 19125 7425 70.0 100.0 4 2 7 2 19.125 7425 70.0 100.0 3 2 5 2 28.5 74Z 70.0 103.0 5 2 8 2 28.5 7426 70.0 100.0 4 2 7 2 37 74.25 790 969 6 2 10 3 37 7425 70.0 103.0 6 2 10 3 55.125 7425 525 525 5 2 8 3 55125 74.25 70.0 80.0 6 2 10 4 FRAME HEAD L -7501 .500 .0 2 .500 2.022 VENT TOP RAIL (Heavy Duty) L -7508 fo-1.280-1 .125 SASH STOP 0 0.813 FDCED MEETING RAIL L -7504 .08 VENT TOP RAIL (Standard Duty) L -7505 .062 1.938 i GLAZING BEAD L -7518 VENT BOTTOM RAIL L -7507 FRAME JAMB L -7503 VENT JAMB L -7508 .812 2.375 .062 728 SH7500 FLANGE WINDOW BILL OF MATERIALS ITEM # PART 0 DRWG. # REQD. DESCRIPTION REMARKS 1 L -7501 LII -121 I FRAME HEAD 6063 -T6 ALUMINUM 2 L -7502 LII -120 1 FRAME SILL 6063 -T6 ALUMINUM 3 L -7503 LII -127 2 FRAME JAMB 6063 -T6 ALUMINUM 4 L -7504 LII -129 1 FIXED MEETING RAIL 6005 -T5 ALUMINUM 5 L -7505 LII -125 1 VENT TOP RAIL STD. DUTY 6005 -T5 ALUMINUM 6 L -7506 LII -126 1 VENT TOP RAIL HVY DUTY 6005 -T5 ALUMINUM 7 L -7507 LII -136 1 VENT BOTTOM RAIL 6005 -T5 ALUMINUM 8 L -7508 LII -124 1 VENT JAMB 6063 -T5 ALUMINUM 9 • • 2 VENT LATCH / LIFT LOCK 6063 -T6 ALUMINUM 10 • ■ 2 VENT LATCH / LIFT LOCK INJECTED MOLDED 11 ■ ■ 2 VENT LATCH / SWEEP DIE CAST 12 L-7516 • AS REQD. GLAZING BEAD ROLL FORMED ALUMINUM 13 r • 2 VENT /SASH STOP 1 PER REO'D JAMB 14 • SCHLEGEL AS REDD. TOP RAIL VEATHERSTRIP .187' X 150' PILE 15 a ULTRAFAB AS REOD. FXD. RAIL VEATHERSTRIP .187' X 250' FIN SEAL 16 1 ULTRAFAB AS REOD. VENT JAMB VEATHERSTRIP .187' X .280' FIN SEAL 17 • ULTRAFAB AS READ. FRAME SILL VEATHERSTRIP .187' X .250' FIN SEAL 18 is ■ AS REO'D. 3/8' PVC WEATHERSTRIP 3/8' DIA. DUROMETER 65 19 ■ ■ 2 VENT /SILL OPEN CELL PAD 1'x1'x1/2' FOAM PAD 20 • ■ 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 21 L -7523 • 2 VENT TOP GUIDE / CAM 1 AT EACH END OF RAIL 22 L -7524 • 4 VENT JAMB FACE GUIDE 2 PER VENT JAMB 23 • ■ 8 FRAME ASSEMBLY SCREWS R 8 X 3/4' P.H. PHIL. SCREWS M X P.H. PHILLIPS 24 • r 4 VENT ASSEMBLY 8 1' 25 r r 2 FXD. MTG. RAIL SCREW a 8 X 1' P.H. PHILLIPS 26 r r 16 nax. 2X FRAME INSTALL'N SCREV #12 or 4414 SMS F.H. /PHI. 26 • r 16 nax. CONC. INSTALL'N SCREW 1/4' or 5/16' TAPCON F.H. 27 L -7527 r 2 BLOCK is TACKLE BALANCE 1 PER JAMB 28 • • 1 INSECT SCREEN • 29 r r 2 GLASS @ TOP & BOTTOM See Detail @ sheet 2 of 5 30 • r AS REO'D GLAZING SILICONE See Detail @ sheet 2 of 5 31 r 774 -25H -767 AS REO'D 'TruSeat' Sriggte Seal Black -1/4' air space FRAME SILL L -7502 FRAME & SASH CORNER DETAILS N 14 5 � e z5 zo z � c .1' 0 0 C7 z 1 0 0a 0 pI O e- a 1 1 1 1 i� 8 d F Division BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE_ OF ACCEPTANCE (NOA) 'Lawson Industries, Inc. t -; 8501 NW 9011' Street Medley, FL 33166/ MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidademov/building/home/aso 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 Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. -1- DESCRIPTION: -- Series "HS =8500 (Flange Mount }" Aluminum Iorizonia1 Sliding' inflow-- - -N.i. APPROVAL DOCUMENT: Drawing No. L8500 -0401, titled "HS -8500 Horizontal Rolling Flange Window ", sheets 1 through 9 of 9, prepared by manufacturer, dated 05/02/05 with revision dated 07 /02/09, 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 expiration0 date by the Miami -Dade County Product Control Section.____ MISSILE IMPACT. RATING: None-- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarii -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 and renews NOA # 09- 0720.07 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 Manuel Perez, P.E. NOA No: 10=1025 ExplratlonDate; January 26, 2016 Approval Date: Febr -nary 03, 2011 _Page l; Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L8500 -0401, titled "HS -8500 Horizontal Rolling Flange Window ", sheets 1 through 9 of 9, prepared by manufacturer, dated 05/02/05 with revision dated 07/22/09, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. 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 aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test Report No. HETI -08 -2158, dated 09/03/08, signed and sealed by Candido Font, P.E. (Submitted under previous NOA #09-0720.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test Report No. HETI -08 -2159, dated 09/03/08, signed and sealed by Candido Font, P.E. (Submitted under previous NOA #09- 0720.07) 3. 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 aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test Report No. HETI -08 -2160, dated 09/03/08, signed and sealed by Candido Font, P.E. (Submitted under previous NOA #09- 0720.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4541, dated 06/24/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4533, dated 06/22/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) noel P .E. Product Contr . Ex er NOA No. - 1 5.04 Expiration Date: January 26, 2016 Approval Date: February 03, 2011 E -1 • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. 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 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4553, dated 06/22/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) 7. 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 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4456, dated 06/23/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 1109-1720.07) 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 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4413, dated 06/23/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09-0720.07) 9. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4547, dated 06/23/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) 10. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4429, dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) 11. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4457, dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) E -2 Man el P P.E. [/ Product Control finer NOA No. 10- 1025.04 Expiration Date: January 26, 2016 Approval Date: February 03, 2011 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4594, dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) 13. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4588, dated 06/24/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #09-0720.07) 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4578, dated 06 /24/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #09- 0720.07) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by manufacturer, dated 8/15/05, 7/1/09 and 7/16 - 17/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300- 98/04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 07/07/09, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 07/01/09, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 07 -3077 issued by BNC, dated August 9, 2007, signed by Manuel Perez, P. E. Man el Pe ".E. Product Control ' xam er NOA No. 11 1 5.04 Expiration Date: January 26, 2016 Approval Date: February 03, 2011 E -3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -4413, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmund° Largaespada, P.E. 5. Laboratory compliance letter for Test Report No. FTL -4456, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmundo Largaespada, P.E. 6. Laboratory compliance letter for Test Report No. FTL -4457, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmund° Largaespada, P.E. 7. Laboratory compliance letter for Test Report No. FTL -4533, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmund° Largaespada, P.E. 8. Laboratory compliance letter for Test Report No. FTL -4541, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmundo Largaespada, P.E. 9. Laboratory compliance letter for Test Report No. FTL -4547, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmund° Largaespada, P.E. 10. Laboratory compliance letter for Test Report No. FTL -4553, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmundo Largaespada, P.E. 11. Laboratory compliance letter for Test Report No. FTL -4578, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmund° Largaespada, P.E. 12. Laboratory compliance letter for Test Report No. FTL -4594, issued by Fenestration Testing Laboratory, Inc., dated July 21, 2005, signed and sealed by Edmundo Largaespada, P.E. G. OTHERS 1. Notice of Acceptance No. 09- 0720.07, issued to Lawson Industries, Inc. for their Series HS -8500 Aluminum Horizontal Sliding Window (Flange Mount) — N.I., approved on 10/28/09 and expiring on 01/26/11. Manuel Per a.. .E. Product Control E ,'71 er NOA No. 10-1025.04 Expiration Date: January 26, 2016 Approval Date: February 03, 2011 E -4 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 1/2' Nov. O.C. 15-1/2" Nov. 0.C. 6 4 • \J Molt. 0.1.0. WiQIh '1 = 33 1/2 //u ii .. 1 B I General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE ,2007 FLORIDA INSTALLATION FASTENERS BUILDING CODE AND ASTM 1300 -02. THIS PRODUCT IS NOT IMPACT RESISTANT AND WINDOWS ARE TO BE W) 8 SCREWS AT FRAME PROTECTED WITH A MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTER. HEAD 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE (B) 8 SCREWS OR 4 ANCHOR SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 & TO BE REVIEWED BY BUILDING CLIPS AT FRAME SILL OFFICIAL, (C) 3 AT EA. FRAME JAMB 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (0.C.). ANCHOR SPACINGS WILL VARY WITH •sec GENERAL NOTE @a UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES. 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.) FRAME INSTALLATION SHIMS IF USED; SHALL BE LOAD BEARING. B. 20 or OX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE GLASS TYPES TNICATED HEREIN (SEE SHEET 9 5 & 8). 7.) XOX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEET #7). B.) 20, 02, XOX WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEET 95). 9.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 10.) SEE SHEEP 4 FOR GLAZING DETAILS & OPTIONS (REFER TO SHEETS 5, 8, 7 & 8 FOR DESIGN PRESSURES). 11.) TEMPERED GLASS MAY BE USED, BUT DESIGN PRESSURES ARE LIMITED TO LOAD TABLES ON SHEET ® 8 FOR X0 UNITS AND SHEETS 9 7 & 8 FOR XOX UNITS. 12.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/4" TOLERANCE. ANCHORS REQUIRED AT FRAME SILL TO BE THE SAME AS FRAME HEAD. 13.) SEE SHEET 98 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 14.) APPROVAL APPLIES TO SINGLE UNITS OR MULTIPLE UNITS AND MAY BE MULLED VERTICALLY OR HORIZONTALLY. 15.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS USING A 4 (Ira.) 511401.) MIAMI -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. 18.) SEE SHEET 9 9 FOR MULLION /METAL ATTACHMENT DETAILS & NOTES. 17 1/2" (0.C.) 30 (612.tOC.) I(MAL) (N�AX.toC.) "OX” WINDOW ELEVATION e -- 4 3/4" 5 -1/2' (Ira.) (Malt•) 125' OVERALL FRAME WIDTH 124' INTERIOR FRAME WIDTH 27 7/6' --� INSTALLATION FASTENERS* --11/ (A) 7 AT FRAME HEAD -22 1/2' (NAx. O.C,) 1 (C) 5 AT FRAME (C) 3 AT EA. . FRAME JAMB 5 1/2' (W) 1--28 (NAN. MC.) "XOX" WINDOW ELEVATION (NAN. O.C.) *NEE GENERAL NOTE 43 (MAtt.) WINDOWS ARE TO BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS SERIES -0500 HORIZONTAL SLIDING WINDOW FLANGE FRAME — (NON — IMPACT) 8 w t Z C4 ,C2 O gg ▪ • O a O ,73,, ▪ 9 1 1 1 1 it t 44 ill '1 Malt. Fined 51..0 Width = 56 7/8' Mw. D.L,0. Width 5 ,d „= = 28 1/4' eq ° DO // O Dr // o /./ ,// /// r i// "_g '1*///.' *2/ 0 ; C1 0 1 > V V Y 0 5 1/2' (W) 1--28 (NAN. MC.) "XOX" WINDOW ELEVATION (NAN. O.C.) *NEE GENERAL NOTE 43 (MAtt.) WINDOWS ARE TO BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS SERIES -0500 HORIZONTAL SLIDING WINDOW FLANGE FRAME — (NON — IMPACT) 8 w t Z C4 ,C2 O gg ▪ • O a O ,73,, ▪ 9 1 1 1 1 it t 44 ill • 2 we MIN. EDGE DISTANCE 4 d • • • 4 • 1 11/4' 4 (IAN_ EMBED.) 1/4' TAPCONS W/ 1 1/4" MIN. CONC. EMBEDMENT • EXT. GRADE PERIM. CAULKING BY OTHERS G1 CTYP.) GS LI /4' MAIL SHIM SPACE ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL CTYP.) GLAZING SEALANT INTERIOR GLASS /4• MAX. SHIM SPACE EXTERIOR GRADE PERIMETER CAULKING BY OTHERS CTYP.) E 1 I /4' MI 9 12 S.M.S. or WD. SCREW W/ 1/4' MIN. WOOD EMBED ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL CTYP.) 2X WOOD BUCK (TYP,) ' ^ A A • EOM DISTANCE • • SILL W/ 1/2° RISER ADAPTER (FIELD APPLIED W/ CLEAR SILICONE) GLASS EXTERIOR INTERIOR EXT. GRADE PERIM. CAULKING CTYP.) 1/4' MAX SHIM SPACE /4' MAX. SHIM SPACE t 1 /4° (MIS EMBED.) EDGE DISTANCE 2X P.T. WD. BUCK (TYP.) ANCHORS NOTE: ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED). • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE RUCK OR MASONRY IS LESS THAN 1/8°. SHIMS ARE NOT REQUIRED. C CD z Z CD O xCD W CD B I I r 0 4. 41 B4, 34 1 1 N 1 1 ti O$ 1 Ao0osa�.eaoiEla. eeo0 A 2x .WpDD... ALL WOOD BUCKS ENGINEERED SEPARATELY 1 TO BE REVIEWED .BY BLDG. OFFICIAL (TYP.) BUCK (TYP.) 9 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1/4 MAXrv� SHIM SPACE HEAVY DUTY MEETING RAIL STANDARD DUTY MEETING RAIL (SEE DESIGN PRESSURE TAS.ES) 1 (SEE DESIGN PRF4SIRE TABLES) INTERIOR GLASS 114" (MIN. F�BED.) L J �a la a 1 IEe 1/ 4' ' 1/ 4 APCON flimm\ \I1\I1U11\\ \1\\ll\1\1\\41 ,- 2 1/2" MIN. EDGE DISTANCE 2 '$ 2 doe 3 � v Z Lp� a0i4 444EKf1044 1444444 EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) 2X WOOD BUCK CTYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY 1 TO BE REVIEWED BLDG. OFFICIAL CTYP.) GLAZING SEALANT EXTERIOR INTERIOR FRAME WIDTH OVERALL FRAME WIDTH P.T. WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS HEAVY DUTY MEETING RAIL STANDARD DUTY MEETING RAIL (SEE DESIGN PRESSURE TAABLES)� INTERIOR (SEE DESIGN PRESSURE TABLES) M 12 S.M.S. or VD. SCREW W/ 1 1/4' MIN. WOOD EMBED GLASS ( t ® 0 Aim vr� r 4101 .1 4 1/4• MAX.--& SHIM SPACE ANCHORS NOTE. ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1 /4' PENETRATION INTO VOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY I9 LESS THAN 1/8 ", SHIMS ARE NOT REQUIRED. 11" (MIN. M4BE simmram 1/4' TAPCON E MIN. EDGE DISTANCE 4444*~ <4 4c�ti }i of 44444PP EXTERIOR GRADE PERIMETER CAULKING BY OTHERS CTYP.) %4. GLAZING SEALANT INTERIOR FRAME VIDTH OVERALL FRAME WIDTH ten 0 , A $ffi 1 PRODUCT s complyivgwhhtheMao BnfldDl2Ceda Accoptstcso gxDate HSB500 FLANGE WINDOW — BILL OF MATERIALS ITEM # PART # DRWG. # EEQD. DESCRIPTION REMARKS 1 L -7503 LI1-127 1 FRAME HEAD 6063 -T6 ALUMINUM 2 L -8501 L11 -135 1 FRAME SILL 6063 -T5 ALUMINUM 3 L -8502 LII -131 2 FRAME JAMB 6063 -T6 ALUMINUM 4 L -7504 L11 -129 2 x frame FIXED MEETING RAIL 6005 -T6 ALUMINUM 5 L-7508 LI1 -124 2 x vent VENT TOP / BOTTOM RAIL 6063 -T5 ALUMINUM 6 L -7506 LII-126 1 x vent VENT INTERLOCK RAIL -H,D. 6005-T6 ALUMINUM 7 L -7505 LII -125 1 x vent VENT INTERLOCK STD. DUTY 6005 -T5 ALUMINUM 8 L -7507 LII -136 1 x vent VENT LATCH JAMB 6005 -T6 ALUMINUM 9 a LI1 -012 2 x vent VENT EXTRUDED LOCK 6063 -T5 ALUMINUM 10 • a • VENT CAM LOCK DIE -CAST CAM LOCK 11 • a 2 x vent VENT PLASTIC LOCK SPRING LOADED 12 • SCHLEGEL AS "REGD. Top /Bott. Rail Weatherstrip .187' X .280' FIN SEAL 13 • ULTRAFAB AS REOD. FXD. RAIL WEATHERSTRIP .187' X 250' FIN SEAL 14 • ULTRAFAB AS REGD. VENT LOCK WEATHERSTRIP .187' X 150' PILE 15 • r AS REO'D. VENT JAMB WEATHERSTRIP 3/8' DIA.'BULB 16 a a 2 WEEP HOLE COVER W/ FLAP 1 1/2' wide x 1/4' hi weep 17 ■ a 2 SILL OPEN CELL FOAM PAD 1/2'x3/8'x 1 3/4' LONG 18 • a 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 19 L -763 HC -032 2 VENT ROLLER ASSEMBLY 2 X VENT BOTTOM RAIL 20 L -7524 a 6 VENT FACE GUIDE 3 PER VENT HOR. RAIL 21 a ■ 8 FRAME ASSEMBLY SCREWS 0 8 X 5/8' P.H. PHIL. 22 • a 4 x vent VENT ASSEMBLY SCREWS 11 8 X I' P.H. PHILLIPS 23 a a 1 X RAIL MTG. RAIL SCREW @ HEAD 11 8 X 1' P.R. PHILLIPS 24 • • 1 X RAIL MTG. RAIL SCREW @ SILL 0 8 X 2' P.N. PHILLIPS 25 IN r SEE CHART FRAME INSTALL'N SCREW 1112 X 1 1/2' F.H. -PHI: S.M.S 26 a • SEE CHART FRAME INSTALL'N SCREW 1 /4' X 1 3/4' F,H: TAPCON 27 r • 2 X LOCK CAM LUCK ATTCH'NT SCREW 118 X 7/8' F.H. / PHI. 28 ■ a 1 x vent INSECT SCREEN • 29 L- 7515/16 a AS REGD. GLAZING BEAD ROLL FORMED ALUMINUM 30 a a AS REO'D. GLASS See Detail @ sheet 4 of 8 31 a a AS REO'D GLAZING SILICONE See Detail @ sheet 4 of 8 32 L-5108 LII -111 lx anchor SILL ANCHOR CLIP- 21..ong 6063 -T6 ALUMINUM 33 a a 5 FRAME SILL INST'N SCREW 012 X 1 3/4' F.H. / PHI. 34 L -8503 LI1 -132 1 FRAME SILL 1/2' RISER 6063 -T6 ALUMINUM 35 a 774 -23B -767 AS REO'D 'TruSeal' Swiggte Seal Black -1/4' air space 36 HC -058 -1 2 VENT SWEEP LATCH MOLDED NYLON Notes 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST METAL AND MOLDED PLASTIC CAM LOCKS ARE QUALIFIED FOR SE ON ALL 3. TWO (2) LOCKS A ENDOWS REQUIRED PER EACH VENT. LOCK (LATCH AND SWEEP) OPTIONS Glazing Detail & Description MONOLITHIC GLASS - SINGLE GLAZE l/8 ,J3E /16 OR 1/4 THICK (SEE DESIGN PRESSURE TABLES) cio 1/2° OVERALL INSULATED GLASS cDNSDE or: + 7/8 AIR ANNEALED OR TEMPERED UTE + 1/11 ANNEALED OR TEMPERED UTE (SEE DEMON PRESSURE TABLES) 31 Glazing Sealant Types & Gallons 1) Schnee- Morehead 5731 2 Schnee- Morehead 5732 3 GE SCS 1000 Clear SHcone 4) Dow Corning Clear Sllcone PRODUCT REVISED es wmplrthg with 1haPiol(da Aespt auSiillg Carlo Es IonDate 1 i 1 Non 8➢tlln9Wn Test# RI. 4418.114"Am "Wed FIam Frame (XOor02 ) . *JHEAW DITTY MEEU733 RAIL &BTANDM1RD SILL AIM In1 Height 1311 Dig+) oaf MI oaf Anlclote n xad88m 9whentb 285 26 800 100.0 2 2 31 28 800 100.0 2 2 83.128 28 602 1000 3 2 74 28 800 1000 8 2 288 38.375 800 1003 2 2 37 38.378 60.0 1060 3 2 63.128 36378 800 1000 4 2 74 36378 800 1020 6 2 266 80828 800 100.0 2 2 37 8828 800 1000 3 2 63.125 80328 800 6368 4 3 74 80935 80.0 74.8 8 3 265 63 600 1000 3 2 37 58 BOA 63.8 4 3 53.126 58 80.0 749 4 3 74 68 600 618 6 3 288 63 600 1000 3 2 37 63 800 69.4 3 3 63.128 83 60.0 673 4 3 74 63 840 84.0 8 3 24 24 600 1000 2 2 35 24 800 1050 2 2 48 24 40.0 1000 3 2 60 24 800 1000 3 2 72 24 600 1000 4 2 24 38 00.0 1000 2 2 33 38 600 100o 3 2 48 38 60.0 1000 3 2 60 38 800 1000 4 2 72 38 600 1010 6 2 24 , 48 600 1000 2 2 38 48 800 100.0 3 2 48 48 800 1040 4 3 60 48 800 89.8 6 3 72 48 610 823 8 3 24' 60 800 1000 2 2 38 80 60 869 4 3 48 80 80 711 4 3 60 66 60 66.9 4 3 72 80 Bab as 6 3 we on ... ..?x^171 31.1 dow Test #FTL4803- 311rAnnea)ed Range Frame (XOorOX edSTANDARD 51 r6SKARL &STANDARD SILL 890 ore Bads Jamb 00.0 �7f�7EIS>AiC� L<bF1- =E11 MEMIDEI1•1iCFAI ©ttL:IIIE� WEN 2 2 2 2 100.0 3 5 2 2 3 2 63.125 4 Zip 800 MEN 5 i7. WITWIll 2 IEiC1C3fE�EM 3 lunzEill MEM MUM 4 SWIM WAR REs371' 2 W7NUNIOMNI 2 ME:MU WTI_ 1•11:1111WTMIIETTAMILiqa 3 ©INT1 4 Mall WIAINU 111E1111 =EMI �� MI MI! 3 NEN WIN Nall 3 CAN 111:INE: 4 WIN DEI IM m 2 IE7 1m-iaE 3 �>•E1uEu7 48 817 . .7 4 3 2 2 800 1300 100.0 103.0 5 2 2 2 2 2 2 2 2 2 2 2 2 2 Ream* UMladto Negates 100pe1 8600NDn (n151act Horizontal mottling%Wow Test 0 M4413-114' Anneaied Flange Rama (XO or OX ) ' w/HEAW DM(11ESSMSRNL & RAISE SILL WId3t twee Di +) DR-) I A03oa On1 9361 3684 egf xad880 mete Awe 28. 23 73.3 100.0 2 2 37 28 733 000 2 2 63,125 28 73.3 100.0 3 2 74 28 733 032 5 2 208 50.375 733 000 2 2 37 38.378 733 1030 3 2 51125 38.378 733 00.0 4 2 74 38375 73.3 03,0 8 2 23.5 50.628 733 03.0 2 2 37 80625 733 00.0 3 2 63,126 80626 733 89.8 4 3 74 60.628 733 74.8 6 3 288 53 733 103.0 3 2 37 83.128 74 53 733 966 4 3 53 63 38.6 83 37 &3.128 74 W 63 63 24 24 33 48 80 72 24 53 48 80 72 24 24 24 24 24 33 36 38 38 33 73.3 50.8 73.3 73.3 87.3 640 733 733 733 733 73.3 73.3 733 73.3 73.3 48 36 48 73.3 73.3 73.3 740 600 100.0 89.4 613 840 103.0 150.0 100.0 1033 100.0 100.0 100.0 1000 103.0 103.0 1000 4 3 3 3 2 3 4 8 3 3 3 2 2 2 3 3 4 2 3 3 8 2 z 2 2 2 2 2 2 2 2 2 100.0 2 48 60 72 24 33 48 EC 72 48 73.3 1080 4 48 73.3 899 5 48 733 023 B W 73.3 103.0 2 63 733 90.8 4 60 733 772 4 80 632 . 809 4 60 689 539 5 Ream Limited WNegat a leOpst 3 3 3 2 3 3 3 3 8503 Non Impact Hr1.130a1 Sliding l allbow Test #FTL4883- 3118°Mnealed Rings Frame (XOor OX ) w18TMDARD REBIND RAIL & HAIBE SILL j, .,:1st 207••e)G81 A3aoo En/Warne 8800 Nan Impact Hodmtdell614 n9Window Test 5FTL4488- 3N8°Annealed Fl9137FIVm5( XOorOX wlMAW W1Y MEETING RAIL &SDWDARD SILL Anchor. leaddeel Ewell= Width Height DPI +) D% -) 00 133 0a) 100.0 On) 376 125 74 288 37 &3.125 74 265 63 28 2r. 000 2 2 000 23 23 38.375 500 600 800 1000 4000 1000 2 3 38.376 600 38.315 BOA 38.315 800 100.0 1000 1000 83.8 100.0 37 53.125 74 288 37 63.128 74 285 37 83.125 74 24 80528 93536 80.628 60.625 53 53 88 53 83 80.0 03.0 60.0 800 600 600 600 537 602 5 2 3 2 a 4 5 2 2 2 2 1000 3 2 77.0 4 2 6333 1000 1 5 2 3 2 88.7 3 3 67.1 4 2 63.7 4 3 63 80.0 63 800 63 48.3 38 48 60 72 24 33 24 24 24 24 24 800 800 600 630 600 1000 805 60.8 48.3 100.0 3 3 4 4 2 2 2 2 2 2 1000 2 2 100.0 3 2 100.0 3 2 33 600 48 60 72 24 33 46 60 72 24 38 48 60 38 36 38 33 48 48 48 45 48 60 60 600 800 800 600 800 600 800 600 800 800 80 1000 100.0 100.0 4 2 3 2 2 2 1000 3 2 938 4 2 66.1 5 2 1000 2 2 100.0 3 2 89.7 4 2 78.0 4 2 80.5 2 100.0 2 2 60 80 60 807 87.2 63.5 63.7 3 3 4 3 2 72 80 81.8 51.8 4 2 -a 53.128 74 28.5 37 63.125 74 100.0 100.0 103.0 53.8 2 2 2 2 2 2 48 83 72 24 38 48 48 84.7 84.7 80 48 564 884 72 48 81.7 51.7 3 4 5 2 3 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 resew° Leered to Woke 1 OOp*0 Mob Itonlnpaottrodcom 5 din9Wm(ow Test OFIL4847- IB" Annealed Range Reno( XO ad STANDARD MEETING RAIL& 8TA180AFta wOX) ILL Pmaure United to Nsga6V01O0w4. • -TL-M ME= 116111111011111 ■ l__ 111A3111 *Art1 MILMIll © 800 MEM E re: t3471t3147 INFIIM 80228 8360 MEM INEM 80228_1! 711111.06111 QitFi�t !? 800 8 2 a*NJemb 3 74 24 38 48 53 72 24 38 80625 24 24 24 24 24 35 as 39.1 80.0 80.0 80,0 00,0 00,0 60.0 6360 2 z 3 3 2 2 2 2 2 2 2 2 2 2 39.1 Imo 1000 100.0 873 72.0 1300 3 2 2 2 2 2 2 2 2 Q 1 000 num icl■QR;fb- NOM �t`.1ELd7s:�11 IIVEMILMIN �:1�ET.i>tE 3 3 3 2 2 3 2 2 2 2 2 2 3 2 2 2 2 Prewme Lnaed to Nege&e 100pe1. 8800 Non Impact Horizontal eking W ndow Tat 0F1L4468- 3M8°/4mealel Range Freres ( X0 off OX ) wI131103 DUTY METING RAIL & RAISE SILL Width - 1:8144 Acshme n .. ... IIINI 9ad880 EacbJemb 28 103.0 2 at 28 NI . 2 a 63. 28 WON 3 2 4 .: 100.0 6 2 .n . 38. `. 73.3 100.0 2 Y 30 ?8 73.3 MEAN 3 2 63.128 38976 733 1003 4 2 74 28.378 3 EON 6 2 805 61628 73.3 100.0 2 2 37 60.635 733 100.0 3 2 53.125 63625 73.3 77.0 4 2 - 74 60035 63.6 63.8 .:5 2 -28:8 1 58 73.3 103.0 3 2 37 68 73.3 887 3 2 63.128 88 87.1 67.1 4 2 74 68 EMI 53.7 4 2 285 83 73.3 103.0 3 2 37 63 733 MUM 3 53..': 63 60.6 NON 4 74 63 48 WIN 4 2 24 103.0 2 2 35 73.3 1000 2 2 48 733 50.0 2 72 •• 73.3 4 2 72 24 733 • 4 2 1000 2 38 2 35 73.3 1000 3 2 CO 38 733 C11 4 72 38 73.3 88.1 2 24 48 733 100.0 2 2 38 48 73.3 103.0 3 2 48 48 73.3 86.7 4 2 60 48 73.3 78.0 4 2 72 48 695 688 8 2 24 80 73.3 NON 2 35 W Ea 3 3 48 •, 695 TIN 3 2 80 58. E 7 4 2 72 80 12 512 4 2 Prawn 150610 t Impact Horizontal tang Window Test OFTL45R -183° Annealed Flange Fmna (XOor OX ) aiSTANDARD MEE'TINGRAIL & RAISE SILL t Anahom _ x534880. 5etl etwer 28 KE60 2 2 37 26 IIWAIM iG�&7 2 73,3 92.8 3 2 53.125 74 285 37 63.. 74 206 37 63.128 74 24 38 48 60 72 24 38 48 72 24 48 60 72 28 36.378 38375 30376 38.37c 50.625 3 73.3 80.7 44.8 33.1 73.3 73.3 73.3 73.3 720 73.3 733 79.7 5336 44.8 39.1 100.0 1600 100.0 87.3 72.0 100.0 84.0 2 3 3 2 48 48 48 49.0 49,0 48 480 48.9 48 429 42.9 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Peewee L3*0843o Negative 100pat. MONOLITHIC CLASS - SINGLE OIA2E OR TEMPERED 1/ EE3 18° 09 1/4- TRICK (SEE 808139 PRESSURE TULLIO GLAZING DETAIL & DESCRRaTTON Note: 1. WINDOW WIDTHS & HEIGHTS ARE THE OVERALL EXTERIOR MRAME DIMENSIONS. oralcr anion comptyhe wiW the Florida cede N0 a' 0✓ �� n..:. l 11)X4- • ',?#, , obe 36654 8' 0, on mpeot Horizonte = ng . ndow "0 OrOX) Te.t5 H6T1418.2168 Oro 08 -2160 -1 /8" Tem pared Flange Frame , w /HEAVY DUTY MEETING RAIL & STANDARD SILL 6600 on Im peat Horzonta < Iding n•ow ('0 rOk) Teat a HETI.08 -2186 taro 08.2160 -1I8° Tem pared Flange Frame w/ HEAVY DUTY MEETING RAIL & H14118 SILL (INDUS'T'RIES. INC.) pH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS HS -8500 HORIZONTAL ROLLING FLANGE WINDOW GLASS LOAD CHARTS. GLAZING DETAIL. OPTIONAL INSTALLATION DETAIL i . I m m �+ Width (In) Height (In) OPN) pef DPI -) pet Anchors Width (In) 28.8 Height In 0 DP(r) of 73.3 DPI -) Anchors Head 0801 each Jame pef (Hood a gal 8808 Jemh 2 B 1 EXT. GRADE CAULK ` '- ,' ,.:`. • I 1/4' MAX. SHIM SPACE 28.8 26 00.0 100.0 2 2 100.0 2 37 28 60.0 100.0 2 2 " 37 28 73,3 100.0 2 2 83.125 20 80.0 100.0 3 2 83.128 26 73.3 100.0 3 2 74 28 60.0 100.0 5 2 74 26 73.3 ' 100.0 8 2 28.5 38.378 60.0 100.0 2 2 26.5 38.378 73,3 100.0 2 2 37 38.378 80.0 100,0 3 2 37 38.378 73.3 • 100,0 3 2 _ 1.4s+ y 63.125 38.378 00.0 100.0 4 2 83.125 38.378 73.3 100.0 4 2 74 38.378 00.0 100.0 8 2 74 38.378 73.3 100.0 1 8 2 A 4 •' 4' /I E 4 .. ' 4 •. ,• 0 4 ' : 28.8 50.628- 80.0 100.0 2 2 26.8 80.825 73.3 100.0 2 2 37 80.025 80.0 100.0 3 2 37 50.628 73.3 100.0 3 2 83.125 80.828 60.0 93.0 4 3 83.125 50.625 73.3 93.0 4 3 74 80,828 60.0 77.8 8 3 74 50.625 73.3 77.8 5 3 28.8 68 00.0 100.0 3 2 28.5 88 73.3 100.0 3 2 , (/40. :• : °o ''P • 44 • 0 • • '. .. ' a • MIN. d , 4 d :.•4: e o . 37 58 60,0 100.0 4 3 37 88 73.3 100.0 4 3 83.128 58 80.0 77.6 4 3 83.125 88 73.3 77.8 4 3 74 88 80.0 63.1 ■ 8 3 74 58 83.1 63.1 5 3 28.8 83 80.0 100.0 3 2 26.5 63 73.3 100.0 3 2 37 83 80.0 92.7 4 • 3 37 63 73.3 92.7 4 3 • M 53.125 83 80.0 89.8 4 . 3 53.125 83 69.8 89.8 4 3 74 63 88.0 58.0 5 3 74 83 66.0 88.0 6 3' EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAII, 24 24 80.0 100.0 2 2 24 24 73.3 100.0 2 2 38 24 60.0 100.0 2 2 38 24 73.3 100.0 2 2 48 24 80,0 100.0 3 2 48 24 73.3 100.0 3 2 80 24 80.0 100.0 3 2 80 24 73,3 100.0 3 I 2 72 24 80.0 100.0 4 2 72 24 73.3 100.0 4 2 ANCHORS NOTE; 24 36 60.0 100.0 2 2 24 36 73.3 100.0 2 2 38 38 60.0 100.0 3 2 36 38 73.3 100.0 3 2 ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO VODD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 48 36 60.0 100.0 3 2 48 38 73.3 100,0 3 2 80 36 60.0 • 100.0 4 2 60 38 73.3 100.0 4 2 72 38 80.0 100.0 8 2 , 72 38 73.3 100.0 5 2 24 48 60.0 100.0 2 2 24 48 73.3 100.0 2 2 30 48 60.0 100.0 3 2 38 48 73.3 100.0 3 2 48 48 60.0 100.0 4 3 48 48 73.3 100.0 4 3 • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN t /8 °, SHIMS ARE NOT REQUIRED. 60 48 60.0 93.1 ` 5 • 3 80 48 73.3 93.1 8 3 72 48 80.0 88.4 6 3 72 48 73.3 85.4 8 3 24 80 60.0 100.0 2 2 24 60 73.3 100.0 2 2 36 80 60.0 100.0 4 3 30 00 73.3 100.0 4 3 Q ; FACE BY CAULK OTHERS (TYP.) EXT. GRADE TO BE APPLIED WINDOW FLANGE INSTALLER BACK BEDDING BEHIND BY (PR IBVISt3D as 99610a Aoceple000 No J ).!1"-...0' Euphat r . AIIAS l 48 80 60.0 80.0 4 3 48 80 73.3 80.0 4 3 80 00 00.0 60.3 4 3 60 80 88.3 68.3 I 4 3 s.6 a b re 11 a i p, II la 0 1s 72 80 60.0 61.0 5 3 72 60 81.0 01.0 0 3 Pressure Limited to Negative 100par. Pressure Limited to Negative 100pet. EXT • - AlMAIM © err ®re .i '4 1 it t , \\\ �.. \ DIv ado Product •' WINDOW FRAME FLANGE l;�•.•: >,;::" EXT. GRADE PERIMETER CAULKING NOT BY ,••:.• .'�' , LAWSON INDUSTRIES', •^ "•' uowouoM GASS - POLE auz6 ANNEALE) OR 1EUPEREO 1/8 ", 3/16' OR 1/4' liiiCK GU OWN MUM WILL) GLAZING DETAIL & DESCRIPTION tt" 8./e1a s• .. 4' � : 0.e•• .�/ cos :: - p =) 14 Alt ' O� ~" .. ' = >_ ,: ;a yr o., ••• 1 ♦ ♦ ♦ ♦yJ 'OHMS TO BE APPLIED BY OTHERS •r ~.•..'.;..' (TYPJ .. Note: 1. WINDOW WIDTHS & HEIGHTS ARE THE OVERALL EXTERIOR FRAME DIMENSIONS, • STUCCO OR EXTERIOR FINISH ( BY OTHERS CTYP.) WINDOW INSTALLATION DETAIL, 6500Non Impact Horkmdal 8849n8 Wndew TOWN FT04478 -114" Annealed F1angeFrame( X0X1 ' w/ HEAVY OM MEETING RAIL &STANDAID SILL Wdth Qn) MUM jln) I1P(H pet DP() paf Anchors ttee4aell ITatc Jamb 63.125 23 608 100.0 3 2 74 26 80.0 100.0 8 2 108375 28 608 1008 7 2 11 28 600 1000 7 2 83125 38.375 80.0 1000 4 2 74 38.378 80.0 100.0 6 2 108.378 33.378 809 756 7 2 111 33.378 600 73.1 7 2 8.10 60828 600 1000 6 2 74 80825 800 81.6 8 2 10375 60628 - 60.0 8.0 7 2 111 60.626 800 613 7 2 53.125 58 60.0 BOB 8 2 74 58 80.0 703 8 2 108.375 WI 572 572 7 2 111 68 555 89.5 8 2 83.128 83 60.0 821 8 2 74 CO 60.0 52.5 8 2 106.375 63 81 68.1 7 2 111 63 51.1 81.1 8 2 72 24 800 100.0 4 2 84 24 800 i 100.0 8 2 98 24 608 1000 6 2 10 24 80.0 100,0 8 2 120 24 80.0 100.0 7 2 72 38 600 1000 8 2 84 36 60.0 84.4 6 2 86 38 80.0 87.0 7 2 108 36 00.0 78.6 7 2 120 38 6111 816 7 2 72 84 48 48 808 608 872 803 8 7 2 2 0 48 600 74.3 7 2 108 8 60.0 68.4 7 2 120 48 593 89.3 8 2 72 CO 60.0 682 6 2 84 8 8 81.8 8 2 0 60 886 686 7 2 108 8 84.8 64.8 8 2 120 CO 51 51 8 2 Pressure LM4ed So age ee OOpsf. WOO Non Impact 8188n0 Wndow Test It F L 4429 - 174'Am1eledFlange Frame ()1OX) at ;MAW DUTY METING RAIL &HI- REE881 680 Non limed HodxoMa1804hgVdndow Wet d FR 4457 -319 Annealed FTanWFeme XOX) `dH82W DUTY MEETING RAD-&87ANN8RD 8111 Wdth HARM n DF( +) 0'(4 Anal= 1A8mh pn) 68.128 H618M (1111 23 05'(*) tot 600 DP() pa( 100.0 Anahom 862 10'3 Jamb 2 1.411841 a 64amn 83126 70 1 .0 3 3 2 74 28 73.3 100.0 8 2 74 23 600 100.0 5 2 103.375 28 73.3 100.0 7 2 - 106275 23 60.0 81.8 5 2 111 28 73.3 1008 7 2 111 23 800 79.0 5 2 63.125 38316 73.3 100.0 4 2 63.128 38.375 800 100.0 4 2 74 30375 73.3 1008 6 2 74 38.375 800 86.0 6 2 10.378 30378 73.3 78.9 7 2 - 1054315 38378 60. 818 8 2 111 36373 73.1 73.1 7 2 111 33.376 887 567 8 2 53125 60.633 73.3 10.0 8 2 83.128 60625 600 845 8 2 74 80625 73.3 81.9 8 2 74 83.625 600 65.7 5 2 100378 50625 830 680 7 2 108378 8825 62.3 823 6 2 111 60826 61.9 81.9 7 2 111 01628 603 8.3 6 2 83125 88 73.3 908 6 2 63.125 ER 60.0 78.4 8 2 74 58 703 703 6 2 74 83 84.8 848 6 2 100376 58 672 57.2 7 2 108.378 58 464 8.6 8 2 111 58 66.5 688 8 2 111 53 448 449 6 2 83.128 63 73.3 82.1 6 2 63.125 83 600. 728 8 2 74 83 625 625 6 2 74 83 482 492 5 2 103.375 83 801 521 7 2 108.378 63 429 429 8 2 111 83 81.1 51.1 8 2 111 E1 41.3 413 8 2 72 24 73.3 108 4 2 72 24 808 1000 4 2 84 24 73.3 1030 5 2 84 24 800 100.0 5 2 53 24 733 100.0 6 2 98 24 868 963 8 2 10 24 73.3 108 6 2 ' 108 24 600 08 8 2 120 24 73.3 10.0 7 2 120 24 60.0 863 8 2 72 38 73.3 108 8 2 72 33 600 912 8 2 84 38 73.3 944 8 2 84 38 800 82.0 6 2 0 38 73.3 87.0 7 2 88 39 80.0 742 8 2 10 38 713 78.8 7 2 108 120 38 33 6.0 '633 84.0 533 0 8 2 2 120 30 885 88.8 7 2 72 48 733 87.2 6 2 72 8 80. 713 8 2 04 48 73.3 913 7 2 84 8 60.0 88.8 8 2 0 48 73.3 74.3 7 2 0 8 808 8.0 6 2 108 48 8.4 604 7 2 108 48 537 83.7 6 2 120 48 513 68.3 8 2 120 48 457 8.7 6 2 72 60 892 602 6 2 72 8 829 828 6 • 2 64 60 81.5 81.5 6 2 84 8 607 517 8 2 0 60 688 66.8 7 2 0 8 83 83 8 2 10 60 848 54.8 8 2 108 60 44.8 4.5 8 2 120 80 81 51 8 2 120 60 408 .... 40.8 7 2 esaaeUmltedto NeWBre 181181. 6910 Non Impact Ho 4zontel 85t6t9 Window Test F7L 4487.3H6' Annealed Flange Frame (XOX ) w/ HEAVY OU7YMREI1NORAIL 11411136 SILL 41590 14319118 13P( *1 DP(-) Anchors Fns 90) pet pat 935565m Raub Jm 6 63.128 26 73.3 100.0 3 2 74 28 73.3 100.0 5 2 106.375 28 733 81.8 8 2 111 23 73.3 79.0 8 2 51125 3&378 733 1008 4 2 74 . 38375 73.3 88.0 8 2 103378 38.375 81.8 61.6 6 2 111 31375 68.7 53.7 6 2 60128 80.628 733 868 8 2 74 68.608 09.7 68.7 8 2 103378 8.625 623 62.3 8 2 111 83.128 74 50825 58 68 83 73.3 84.8 603 79.4 84.6 6 6 8 2 2 2 10.378 111 53.128 68 88 63 415 44.9 72.0 8.8 44.9 72.0 6 8 8 2 2 2 74 10.375 111 72 53 93 63 24 492 429 41.3 73.3 492 42.9 413 10.0 8 8 8 4 2 2 2 2 84 24 73.3 10.0 5 2 0 24 733 03 5 2 108 733 90.5 6 2 120 24 73.3 863 6 2 72 84 0 108 120 30 33 38 38 33 73.3 73.3 73.3 62.0 83.3 912 820 742 820 0.7,3 e 6 5 8 8 2 2 2 2 2 72 48 713 713 8 2 8 88.8 66.8 8 2 8 8.0 8.0 e 2 108 8 83.7 53.7 5 2 120 72 64 48 8 88 48.7 800 8.7 4&7 628 507 8 5 8 2 2 2 0 108 120 8 8 8 483 483 446 44,8 418 408 8 8 7 2 2 2 Pressure Um4ed m Neg&». 1 p 850 Non Impact Horizontal SlidingVindos Test P FTL 804 -8118' Annealed Flatga Fauna (XOX ) WI:RA DAN] ?AEEf6NO RAIL &STANDARD SILL Width Dnl 18814 DP(H 00(4 Anchors ((111 t0 Rd Wad ISM Etch Jamb 63.128 74 100378 111 53.128 74 10&378 111 63.128 28 608 23 800 28 Ono 28 60.0 38.318 80.0 38378 808 58.378 74 108375 111 72 38.375 8.626 8.825 8.628 1000 1000 81,8 70.0 3 2 8 2 5 2 832 79.6 4 6 2 2 2 bk7 800 61.9 44.4 616 58.7 84.3 8 61.8 84 88 108 ao 84 8628 24 24 24 24 24 38 441 e00 60.0 600 80.0 goo 800 448 44.1 1000 98 108 38 500 35 800 120 72 84 0 168 120 36 38 48 48 48 800 83.3 630 628 803 100.0 953 04 853 88.4 823 742 0.0 8 4 4 5 5 4 8 6 8 2 2 2 2 2 2 2 2 6 2 8 8 6 2 2 2 2 83 568 62.8 60.3 6 4 8 8 2 2 2 48 487 8 473 48.7 473 8 6 2 2 2 Pressor. Anted to Nags*" 108p10. 53.126 74 10375 111 63.128 3 4 4 2 2 2 4 72 88 3 3 4 Presage Lscaed to Nevetme 100psf. 2 120 2 .4 27.4 4 2 2 2 2 8500 Non Woad Horizontal Sliding V8ndaa Teat # Man -118' Annealed Flange Rome( 20X) w/BTANOARD MEETING RAIL 8 18468881U. IMd61 891 Heloht OM 53.128 26 DR( +► D%) pet f NeM1 73.3 974 3 rs na6Jmm2 74 10.378 111 63.125 74 10.375 111 53.125 74 10.316 111 72 84 28 2e 28 73.3 8.0 40.5 738 8.0 84 3 3 3 2 2 2 38375 62.8 82B 3 30378 63.4 63.4 4 3&375 38.7 38.7 4 38.375 372 312 4 5008 431 43.1 3 80.6L6 80828 346 346 215 765 3 4 2 2 2 2 a 2 2 50828 282 282 4 24 73.3 782 3 24 0 108 120 820 88 81.1 51.1 43.8 8.8 3 3 3 2 2 2 2 2 72 24 38 38.9 89.7 359 68.7 3 2 4 84 88 38 51.3 613 4 30 8.1 48.1 4 108 120 72 84 38 38 40.0 353 40.0 4 2 2 2 2 363 4 2 MONOUTNIC MASS - 8I310LE MAZE TEAMED 1/8'. 3/18 OR 1/4 (83 00348 PRESSURE 5A8LE8) 0LAZD40 DETAIL & DESCRIPTION Note: 1. WINDOW WIDTHS & HEIGHTS ARE THE OVERALL EXTERIOR FRAME DIMENSIONS. TOD=REVISED with the Florida 1 9ce4pt =Ob. No AI !'-J. '. •/% E . D• _ 48 382 382 3 2 48 0 48 38.4 33.7 35.4 3 2 33.7 4 2 108 120 8 45 308 27.4 308 27.4 4 4 2 111•... on tJ Es 4 m O R 4 i o tz C'S 1:; ... 5ttttttttt$ dm, 0 8600 Non Impact Horizontal Sliding Wad= -XOX 'Nat0•FIL4841 - RV Annealed Insulated Range Fmnt4 • wi HEAWDUIY NEEMWO RAIL 8 S)W4DARDSILL tMd01 erg 44919)0 filn) Wj +) psi Op( -) pd Anchors Had ARM Eastaamb 63.125 28 80.0 100.0 3 2 74 28 ' 800 1000 8. 2 108375 23 00.0 71.4 6 2 111 23 800 72.0 5 2 63.125 38.375 80.0 100.0 4 2 74 38.275 00.0 0808 6 2 106375 36.375 600 69.7 0 2 111 38.376 6.0 63.9 8 2 63.125 61628 8110 809 . B. 2 74 60628 600 75.0 8 2 106.375 80.628 632 232 6 2 111 60.626 808 60.8 6 2 23.125 68 60.0 68.1 5 2 74 23 600 627 8 2 108.376 68 a 48.1 48.1 6 2 111 88 443 443 8 2 23.128 83 80.0 819 4 2 74 63 682 632 6 2 108.375 23 428 42.8 8 2 111 83 409 409 8 2 72 24 60.0 1000 4 2 84 24 60.0 100.0 6 2 66 24 60.0 918 6 2 108 24 60.0 788 6 2 120 24 B00 70.0 6 2 72 38 600 1000 8 2 84 33 60.0 02.4 8 2 ea 38 60 812 8 2 108 33 60 72 6 2 120 36 61 69B 6 2 72 48 60 613 6 2 B4 48 80 71.8 6 2 03 48 800 62.9 6 2 108 48 861 65.1 8 2 120 48 404 40.4 8 2 72 80 60.0 81.0 6 2 84 60 804 55.4 8 2 90 60 49.9 49.9 6 2 108 80 442 442 6 2 120 60 398 39.8 6 2 Press= 8b0edt 8600 Non . ` .. orl .i 0'.r, . . '. 8800 onleRmot SOdliiiWftd or/ - XOorOX . Testa FR 4541 Insulated Ftongo Fresno 12etOF7L4833 -1A7' Annealed Insulated Flange Frarre wI HEAWOUIYMEE7INO RAIL &H1488ESILL wIHEAWG1JTYMEEONORIOL & STANDARD BILL Anchors ,; 8t _ .le q'( +) OR•) 511m=11111113 611d61 Ho)55t 131104 07!-) tp .91 Ore (In) par par ,' .125 28 73 1'i.' 268 26 600 1000 74 .• .3 100.0 11.1111111LMI 37 28 010 100.0 106.376 .• 73.3 77.4 m 63.128 28 60.0 1000 11 72.9 72.9 MILMINFIRIII 74 28 60.0 1000 63.125 36 6 4.1.0 42 268 38.375 60.0 1000 74 ., 37. 733 988 2 37 31378 800 1000 108.37. 36378 89.7 69.7 6 2 63.125 38.376 500 100.0 11 38.376 68.9 669 INKAINIMMI 74 38.315 80.0 03.1 83.128 80628 733 809 2 268 60.626 000 1250 74 80.628 73.3 78.0 8 2 37 60.626 60.0 1000 103.378 r. .8228 632 833 83.126 80.696 600 80.3 111 .X . 608 808 74 60.628 60.0 71.7 63.126 68 68.1 68.1 5 2 265 68 60.0 100.0 96.6 74 58 82.7 62.7 6 2 37 23 800 1064680 amhJamb 2 2 2 2 3 2 6 2 2 2 3 2 4 2 8 2 2 2 3 2 4 3 5 3 3 2 4 2 8800Non Impact Madams 8 - or OX Teat 091.4833 - 118 "Annealed Insulated Range Frame ad IEAWPU MEE10113 RAIL 81141.91138 ELL WW& ttalet OR( t) 4344 Amore fin) On) pat pat matasaI awe Jamb 2 2 �0 2 2 Op 3 2 6 2 2 2 3 2 4 2 5 2 2 2 3 2 4 3 8 3 3 2 288 37 83.128 74 288 37 88.128 74 28.8 37 63.128 74 268 37 25 23 28 26 38378 38378 38.376 36378 93.625 60628 80.828 80625 88 68 733 1000 73.3 0 733 1 0 733 1000 73.3 100D 73.3 1010 73.3 100 73.3 93. 733 100.0 73.3 1010 73.3 803 71.7 71.7 73.3 100D 73.3 9311 4 3 108.376 111 23.12? 74 103.376 111 72 84 98 108 120 72 84 93 68 88 63 61 63 63 24 24 24 24 46.1 44 910 232 46.1 6 2 443 6 2 61.6 4 2 662 6 2 83.128 74 265 37 68 68 83 03 600 600 600 60.0 06.0 018 1050 80.4 4 5 3 3 2 3 2 3 83.128 74 268 88 88 J 83 66.0 660 4 BOA 603 5 23 733 1003 3 2 37 83 73.3 014 3 3 428 40 733 733 733 73.3 40.0 6 2 100.0 4 2 100 6 2 91.9 6 2 78.9 5 2 63.126 74 24 as 48 80 63 63 24 24 24 24 57.0 0 BO 800 00 600 67.0 84.0 1000 100.0 1000 1000 4 8 2 2 3 3 2 3 2 2 2 2 53.125 74 24 38 48 63 20 2A 24 24 57.0 57.0 .4 •2 84.0 64.0 5 3 733 1310 73.3 103.0 73.3 100.0 2 2 3 2 2 2 co 24 73.3 1010 3 2 24 33 2a 36 700 733 73.3 73.3 70.0 8 2 1010 8 2 92.4 8 2 8 6 2 72 24 010 1000 4 2 72 24 73.3 1000 4 2 24 33 48 38 38 38 800 600 660 1000 1000 1000 2 3 3 2 2 2 24 33 33 38 73.3 103.0 2 2 733 100.0 3 2 46 33 73.3 100.0 3 2 108 120 36. 33 7'20 83.9 72.0 8 2 60 36 60.0 1000 4 2 50 33 73.3 1010 4 2 636 6 2 72 33 800 1000 6 2 72 33 73.3 1000 6 2 72 48 733 810 6 2 24 46 600 1000 2 2 24 48 73.8 1010 2 2 84 28 108 120 72 64 83 108 48 48 48 48 BO 60 W 80 718 620 23.1 49.4 610 88.4 499 71.8 6 2 62.9 6 2 86.1 6 2 49.4 6 2 61.0 6 2 88- • 2 499 6 2 6 2 33 48 80 72 24 38 48 6) 120 63 399 393 6 2 Pressure """: to `..:' . 906psL 48 48 48 48 so 0 eo 00 600 800 600 800 800 60 50 60 1000 88.3 85.7 77.3 100.0 88.9 610 63.1 3 4 4 8 2 2 3 3 2 4 3 4 2 3 2 3 33 48 73.3 103.0 3 2 48 67 72 48 48 • 48 73.3 88.3 73.3 88.7 24 6o .3 713 733 103.0 4 4 5 2 3 3 2 2 33 46 60 80 868 889 8 3 72 Paemu 4 WNW to Negeaw 100ps1 60 60 60 733 069 08.0 010 63.1 83.1 4 3 4 60 88.8 688 l` �8 Pressure Laded to Na435re 1 O f. 3 2 3 3 i1�O0 tIIOJiaW10��o�ltl9 NCIfdWq -XOX Test0 511. 4583 -118° Annealed IreulatedRange Fmne vi/ STANDARD MEE7IM3 RAIL BTAhDARD SILL VAdth Height CP( +) DP -) Melton Rd gn) ad par WAS a80 031'413,3 53.125 23 80.0 1000 3 2 600 1000 600 77.4 74 28 105.316 111 63.128 28 . 23 33.375 8 2 811 Teat 0 Ft1.4688 178° Ann®Ied Irmulmad Flange Faun ud8172 DAR® M,7E1WO RAIL &19 RISE SILL Wash (in) Height On) pet OP( -) ad Amhom x4146601 68134093b 63.128 28 733 103.0 2 800 729 8 74 38.378 103376 111 63.125 74 108375 111 72 84 38375 38.375 50826 50.625 50828 50.628 24 24 600 600 60.0 932 790 897 4 2 2 2 6 2 800 038 600 843 518 619 445 446 441 44.1 600 100.0 98 24 .108 24 120 24 72 84 98 103 120 72 84 33 36 38 800 600 60.0 660 600 1000 919 783 70.0 08.4 8 6 4 4 8 8 4 8 2 2 2 74 28 733 100.0 6 2 100376 26 733 71.4 8 2 111 28 729 729 8 2 63.126 38.376 733 932 4 2 74 36.378 733 79.8 2 108375 38.378 69.7 69.7 6 2 111 38.378 839 869 6 2 63.128 80.628 64.3 64.3 4 2 2 2 2 2 2 5 2 8 2 5 2 38 33 600 600 60.0 88.7 81 2 728 5 8 6 8 2 2 2 2 800 639 8 48 089 669 4 50 105 120 8 48 528 623 48 603 003 5 48 8 48 473 473 6 487 487 2 2 2 2 2 2 Rm3aae used m Nag1Me100011. 74 50.628 519 61.9 4 2 103.375 80825 44.6 44.8 5 2 111 130.828 44.1 44.1 8 2 72 24 733 1010 4 2 84 24 733 1000 8 2 93 24 733 91.0 5 2 108 24 733 788 8 2 120 24 70.0 700 8 2 72 28 733 89.4 s 2 84 38 733 88.7 6 2 98 73.3 612 6 2 003 38 72.0 72.0 6 2 120 38 639 636 8 2 72 48 669 889 4 2 48 93 48 629 803 628 603 5 8 2 2 108 48 48.7 48.7 6 2 120 48 47.3 473 6 2 Roam Umfedm Neostae 100p1. I/O- OVERALL INSULATED OLL48 .610211282 .126 t/8• AEALED ANNEALED OR TEMPERED L770 ANN : 1 ' OR UMW LITE 516E 003665906030 0E61600 9506533E 06815) GLAZING DETAIL & DESCRIPTION Note: 1. WINDOW WIDTHS & HEIGHTS ARE THE OVERALL EXTERIOR FRAME DIMENSIONS. PRODUCT REVISED as temg13403 with the Nadia DuadlitgaZoda Acceptance No !i1,/1' Dote aida 1-4 al 5 id 9 HS -8500 HORIZONTAL RO 1 0 sg ift 1 1 I • FRAME HEAD 'L- 503 1.875 VENT INTERLOCK RAIL (Heavy Duty) L -7508• 1.280 �_ GLAZING BEAD L -7518 7t r' o ��` ..i `- VENT M1. BOTTOM 0 CORNER r (INDVS•HIES, INC.) PH No. (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HS -8500 HORIZONTAL ROLLING FLANGE WINDOW g" °° gg II I q 1126 iHi o .125 1938 I .500 FIXED MEETING RAIL L -7504 VENT INTERLOCK RAIL (Standard Duty) L -7505 r71� FRAME SILL L -8503 RISER ADAPTER 050 OB 2.241 .082 , 1.938 FRAME BOTTOM CORNER :, t„ �\ a4 .500 .164 .872 II Q FRAME & SASH CORNER DETAILS 842 500 VENT JAMB RAIL L -7507 FRAME SILL L -8501 FRAME SILL ANCHOR CLIP L -5108 WON MULLION IYPE.SIZE APPROVALS MAX. R OESIGN PRESSURE UMITATIONS. INTERIOR PRODUCT' BaYIn6 WltbthBFltJKidt A4K4PtaviceNo + . +y • Expjat{pnD I rp'F/PX/if - M. �p Pry /•^ � B 12 X 3/4• S.D.S. FLAT HEAD, PHILLIPS. ELEVATION 2,375 4 s !1 ,5r g lit Is .062 .080 2.082 (SEE AND DP TABLES FOR QUANTITY AND FASTENER SPACING) _ _ 1/4• MAX. SHIM MINI II INTERIOR z 444 2.794 0 0 4 �5E 2 V.5 FOx R t S1 t %° 0 L \ 1 1 WINDOW FRAME �� ij 1 It ■ , WINDOW FRAME 728 FRAME JAMB VENT TOP / BOTTOM RAIL L -7508 �� ,..,. L -8502 1.875 • 082 2.094 pttl 0 °6*131 • !E • t.0.' •• ;.+1 / 4i ` A., ¢ ' • u. - ay ? .. g �� III! _ �` �* .•' d ,.,A ,�•�'° +m + ° + ++aea /:1.41.0 EXTERIOR PERIMETER EXTERIOR EXTERIOR GRADE • PERIMETER CAULKING NOTE: THE LOWER., PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN 1. ALL STEEL IN CONTACT WITH • ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL STEEL ALUM. . 3 MIN. MIN. A) STEEL Fy m 38 KSI MIN. 6) ALUMINUM : 6083 -TS MIN. MULLION & METAL STRUCTURE ATTACHMENT DETAIL - 812 • 1.000 .887 MIAMI - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ``Lawson industries, MC. 8501 NW 90fil Street Medley, FL 33166 `SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity -Hurricane Zone. �ESCR1PTIf1N; Cupped Aluminum Tube 1Vlullion wI and w /o- Steel_ Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, 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. - SSILE IMPACT- RATING Large and Small MissilnJm.paet Resista-nl/ 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 # 06- 0620.17 and NOA # 06- 0620.18 and consists of this page 1 and Evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. _ -- - (NOA Noy ] o: 0610:02 —\ Expiration Date: May 30, 2012 1 Ap_prnval Date: October 06, 2010 Y ge.1 7 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS I. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03-0225.07) 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, A.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test reports on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 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 two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed b Rafael E. Droz- P.E. (Submitted under NOA# 03- 0225.06) E -1 Manuel ' - e - P.E. Product Contr E : - ' finer NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 05/17/10, prepared, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 0620.17, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullions w /Steel Reinforcement, approved on 10/05/06 and expiring on 05/30/12. 2. Notice of Acceptance No. 06- 0620.18, issued to Lawson Industries, Inc. for their Aluminum Tube Mullion — L.M.I., approved on 11/16/06 and expiring on 05/30/12. E -2 Manuel Per .E. Product Control E er NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: September 01, 2010 ANCHOR /CLIP GLAZING PRODUCT ANCHOR /CLIP — HORIZONTAL MULLION 3 •i, GLAZING PRODUCT l• VERTICAL MULLION GLAZING PRODUCT ANCHOR /CLI' t t• f VERTICAL MULLION GLAZING PRODUCT � 7 MULLION 11 WI W2 W3 MULLION SPAN MULLION SPAN WIDTH (W) - W1 + W2 + W3 2 WIDTH (W) _ WI + W2 2 (NI ANCHOR /CLIP HORIZONTAL MULLION \ \NCHOR /CLIP MULLION SPAN HORIZONTAL MULLION GLAZING k PRODUCT �, F i GLAZING PRODUCT VERTICAL MULLION GLAZING I PRODUCT ANCHOR /CLIP 3 ,. WI ' #� W2 MULLION SPAN WIDTH (w) = Wi 2 + W2 TYPICAL MULLION ARRANGEMENTS 3 N x H 0 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WINO LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2007 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS aaylb .itkais A > Daft ,rr 'J. MG Pio IDe� ID • ND 0, o te 4 v it z° InW S cola .L • .156 TYP. 0690 L 123 262 .125 262 •125 ID p p in ID DI M D Ham o ALUMINUM TUBE MULLIONS MULL AND CLIPS CROSS SECTIONS, AND GENERAL NOTES o o gN 4 - o a ;S 8. 1 £ $ d 4.000 6200 ��___a tIn%W9A\W � -� OWW9\91 .062 � 1.500 1 .405 3200 =- 3.000 1.732 3.062 3.000 1.500 STD.XTUBE WINDOW FRAME 4200 •115 2.000 415 - 1.732 I 2062 T 2200 501 N.W. 90 11 IEDLEY, FLORIDi 'H No. (305) 6 INDOWS AND MULLION 4.500 2X MULLION CLIP •188 CUSTOM ,102 1A62 1 X 4 MULLION CL�TOM 1.13110-.1 II 1.188 1 X 3 MULLION .156 I CUSTOM lam 1.062 1 X 3 MULLION CUSTOM f - �1.DOD 1.188 1 X 2 MULLION .156 CUSTOM �.� 278 1.062 1 X 2 MULLION 2 X 6 6E 8003 /1 `,� \/ -T6 NOTCH oanoNU 'L' I MULLION 8083 -T6 lox: 2.070 in4. Sxx: 1.035 in3 P12402 FRAME ( ) 8083-76 Ixx: 1.000 in! Sxx: 0.667 in3 (FIN FRAME) 8083 -T6 Ixx: 0.950 in! Sxx: 0.633 in3 (FLANGE FRAME) 8083 -76 Ixx: 0.370 in Sxx: 0.370 in3 (FIN FRAME) ,y, 6003 -T8 Ixx: 0.330 in4. Sxx: 0.330 in3 (�RAME) evii�4ARa09 C �p6� .- •. • 1. +, P 9Tx . Tir!,*.'.�ria, ,, ., c Pc aE¢if CenM41/ rail 1.1.000+] 12S f • (INDtJ r5 XES, INC. MANUFACTURER OP QUALITY AL 2200 L_ STANDARD UBUTAR SHAPES o .125" ALL -76 2.000 ---f - L000 7 .125 ' • !m ExT�: 11200 -I R};, Aii..., I I . ? �.1230iv6 ±)w TYP. WALL ALLOY 6083 T GLAZING PRODUCT -- 6.000 I °-.124 2 X 6 4.000 1 r II` � 2200 .125..- 2.250 � i"� 1 OD d r- 2200 3.000 9 4000 - _-425 2 X 4 IIpO . 2200 - MULLIONS 3200- CONTAINING 4200- 2.000 } 4.5110 1 s I 0 ppp fig! I 11( MULLION CLIP �' ' \I \I�e 6063-T6 •L NOTCH �j OPTIONAL , 1 `)I/ \. X4 STD. TUBE MULLION X3 STD. TUBE MULLION 1 X2 STD. TUBE MULLION TYPICAL GLAZING PRODUCTS 6083 -T6 Ixx: 2.070 in Sxx: 1.035 in3 6063 -T8 Ixx: 0.950 in Sxx: 0.633 in3 6083 -18 Ixx: 0.330 In Sxx: 0.330 id! xi 1 1 HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION 8083 -T8 Ixx: 8.280 in Sxx: 2.760 in3 8083 -T8 Ixx: 2.980 In Sxx: 1.490 in3 24100 125 /� ,L� \ / MIN. /� ANGLE � .� \ NOTCH OPTIONAL / CLIP LENGTH INSTRUCTIpNS: RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY MULL tIW1HI 4°�Pg,,.* a3�yi'•., �: �• ' �Iy4 M. AN. �1a do ,_2 O 0..� ' z *-1 • o larl.LR^ b ° _"�"! wit 06! • • 0. �� tJ71 0. ��ii ::a. ;i p.1i�:�*� a at uSE CHARTS AND GRAPHS AS Follows. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT COUNTY USED WITH ALL AND NON- IMPACT STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2688' STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP j �ROVAL CONNECTION To MUWON As PER PRODUCT 1 X 4 3.686' NOTES- 2 X 4 2 X 6 3.688' 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEEN 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. RRREF�G ARRANGEMENTS SHEET STACK CONFIGURATIONS. PMULLION USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULUONS. INTO DETAIL ANS SEE OPTIONAL G STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE, TS ANCHOR ANCHOR STEP Q D 2 14 RATING BLIP 2.000 MORE T DS ABOVE. TUBE MULLIONS TUBE MULLION TUBE MULLIONS ALUMINUM TUBE MULLIONS UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTRS 0 0 - c 0 .1 X t Width (w)' MULL SPAN 1X2 I 1X3 1X4 2X4 2 X 8 Width (w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width (w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 18 ,-- - 150.0 150.0 150.0 150.0 150.0 18 74-1/4" 28.3 81.5 150.0 1500 150.0 18 120° - 19.3 42.1 60.5 150.0 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150,0 24 - - 31.5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 - - 25.2 36.3 100.9 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 42 -- 87.9 C 150.0 ,' 150.0 150.0 150.0 42 - 34.9 76.1 109.5 150.0 42 - - 18.0 25.9 72.1 48 48 76.9 150.0 150.0 150.0 150.0 48 - 30.6 68.6 95.8 150.0 48 - - 15.8 22.7 63.1 64 68.3 137.6 150.0 150.0 1500 64 - 27.2 59.2 85.2 150.0 54 - - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 , 60 - - - 18.2 50.5 66 55.9 112.6 150.0 150.0 1500 66 - 22.2 48.4 69.7 131.1 fib - - - 16.5 45.9 8501 N MEDLEY, PH No. LUMINUM WINDON 72 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 ' 63.9 1202 72 - - - 15.1 42.1 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - _ 38.8 18 60418" 89.3 150.0 150.0 150.0 150.0 18 84" - 56.3 122.6 150.0 150.0 , 18 132" - - 31.6 45.5 126.4 24 87.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 1324 150.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105.9 1500 30 - - 19.0 27.3 75.8 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 81.3 88.3 150.0 36 - - 15.8 22.7 63.2 42 38.3 101.7 150.0 150.0 150.0 42 - 24.1 52.6 75.7 150.0 42 - - - 19.5 54.2 48 33.5 89.0 _ 145.4 1500 150.0 48 - 21.1 46.0 66.2 140.8 48 - - - 17.1 47.4 54 29.8 79.1 129.2 150.0 150.0 54 - 18.8 40.9 58.8 125.2 54 - - - 15.2 42.1 60 26.8 712 116.3 150.0 150.0 60 - 16.9 36.8 53.0 1127 60 - - - - 37.9 68 24.4 64.7 105.7 150.0 150.0 66 - 15.3 33.4 48.1 1024 68 - - - - 34.5 72 22.3 59.3 96.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - - - - 31.8 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 86.7 78 - - - 29.2 18 67" 62.6 150.0 150.0 1500 150.0 18 96" - 37.7 82.1 118.3 150.0 18 144" - - 24.3 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 - - 18.3 28.3 73.0 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - - 21.0 58.4 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 42 28.8 77.2 131.1 1500 150.0 42 - 162 35.2 50.7 1232 42 - - - 15.0 41.7 48 23.5 67.5 114.7 150.0 150.0 48 - - 30.8 44.3 107.8 46 - _ - - 3.5 54 20.9 60.0 101.9 146.8 150.0 64 - - 27.4 39.4 95.8 54 - - - - 325 60 18.8 54.0 91.7 1321 150.0 60 - - 24.6 35.5 86.3 60 _ - - - 292 66 17.1 49.1 83.4 120.1 150.0 66 - - 22.4 32.3 78.4 68 - _ - - 26.6 $1$ 4 I i 1 1 1 72 15.6 45.0 76.5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 - - - 22.5 18 \ 63 °) i, / 48.3 133:4 150.0 150.0 150.0 18 108" - 28.5 57.7 83.1 1500 18 160" - - - 31.0 86.1 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 1500 24 - 23.3 64.8 30 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 138.3 30 1 - - - 18.8 51.7 1 1 _- 3S_, 23.2 68.7 125.2 150.0 1500 36 - - 28.8 41.5 1126 36 - - - 15.5 43.1 42 h 19.9 57.2 .; 107.3 150.0 150.0 48 - - 24.7 35.6 97.4 42 - - - - 38.9 48 17.4 50.0 93.9 135.1 150.0 - - 21.6 31.1 852 48 - - - - 323 64 15.4 44.5 83.4 120.1 150.0 64 - - 19.2 27.7 75.7 54 - - - - 28.7 60 - 40.0 75.1 108.1 150.0 60 - 17.3 24.9 68.1 60 - - - - 25.8 66 - 36.4 68.3 98.3 150.0 86 - - 15.7 22.7 62.0 66 - - - - 23.5 72 - 33.3 62.6 90.1 150.0 72 - - - 20.8 56.8 72 - - - - 21.5 78 - 30.8 57.8 83.2 150.0 78 - - - 192 52.4 78 - - - - 19.9 HORIZONTAL MULLION PRODUCT PRODUCT VERTICAL P_ MULLWN GLAZING PRODUCT MULLION _ N SIMI �I TYPICAL MULLION ARRANGEMENT$ 0{{ {{1111! / /1j,, s •S% * .... ete, O 5 �•�'•.•..••��• I m � M, a 4 :- .1,4Ri �:pJ . C, O:.3...: 60 ,; , a:ZpO 1q 005 t • .. - (0 ;." +io�>4........ ••' p�C.�O t I�P�1 ®178ta{P9 { {,, q ARCHES TO BE RE TOTANC INSCRIBED SHAPE NOTE; tx.w,.. „._ >s:t,t:a GLAZING PRODUCT GLAZING PRODUCT aaexr'u4na dffi MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED a,..„;,, fL. VERTICALLY OR HORIZONTALLY. k.••- i..'- - a -b .;t� • (INTERPOLATION BETWEEN WIDTHS ALLOWED) ` {, >s< a�T3;ir`..1Cii. J Z WIDTH (W) - W1 + W2 e:,:•.. 40 W1 W2 MULLION SPAN 2 .I% TTP. - 1.690 .125 - 1.000 1160^ .312 - 1.000 '688 ._n IMO -.• CO O ALUMINUM TUBE MULLIONS MULL & CLIPS CROSS SECTIONS. REINFORCEMENTS AND GENERAL NOTES °- A. G a 1 p O 7 MI Be R p0 6 8 € i. 4.000 - 1.405 3.000 4100 nl n .062 r / / 1 1, 1 l� ii. 688 X25 �� .,,,�1� +a��a�na / 2 X 4 T :d ��..� .125 11 N.W. 90 ST. ?LEY, FLORIDA 33166 No. (303) 696 -8660 WOWS AND CLASS DI �,1vr'�,1�1w1 w1 4 .000 3,625 l i / 0 II % 4 / i `'�• �- .156 �. , / 0) / / i �iiii. 3.000 i �' .US-> 3.000 i / / 1 0 � �, 1.732 3.062 3.000 2688 i 0 / / % 0 -+- WINDOW IV FRAME MULLION 4500 2X MULLION CLIP ii, I tit w x G _ii/..,w, 188 I IL A62 1 X 3 TO. TUBE MULLION h 1.000 --1.188 X .3 6.000 6003 L• ...OPTIONAL � kite -06 NOTCH \2'� 2• � / 2 X 6 ISMU TU: F�.102 1 % 4 CUSTOM MULLION 6063 -78 a Ixx: 4.709 ;n. s Sxx: 2.355 in. (fU1NCE FRAME) STD. TUBE MULLION 1 X 3 CUSTOM MULLION 6083 -06 Ixx: 2.168 in! s Sxx: 1.445 in. CUSTOM MULLION MULLION 6063 -T6 Ixx: 2.218 in°. Sxx: 1.479 ire (FlN FRAME) �/ / //, 6063 -T6 a Ixx: 4.709 ;n. 3 Sxx: 2.355 in. 6003 -76 ` Ixx: 2.168 in. 3 Sxx: 1.445 in. (FIANCE FRAME) (INDVSTFtIES, INC. ) MANUFACTURER OF QUALITY Al STANDARD TUBULAR SHAPES = 125. ALL -TB 2.000 1580 PRODUCT REVIVED .„� '"� �' O.r:EN:+:v61 *.V.6 !f'_ CI4i,,a L/ <-•. z_ >.: Dade Pnxfect n•" •., RECTANGULAR ALUMINUM TUBE MULLIONS TYP. WALL AL100 = 6063 GLAZING PRODUCT J GLAZING 759 4 .0 6000 / I � 90 ,, i % /, .160 , «,,,, 812 s.YS. ®12 0.C. 2.000 III 1 2000 .125 - 2250 J 0 // I LIX00 Ib25 ` ∎- \ iu , TI �� 1000 4.000 - 4.900 3.626 r. _,_,_, .125 1 0 c 1 t 1 4500 1 X MULLION CLIP MULLIONS CONTAINING /� /�j�j4 ti j' 6063 -T6 NOTCH OPBONAL S 0405.4 gg 1 S 1 TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS 520* AND SPACING - _ _ _ 2 X 6 STD. TUBE MULLION 2 X 4 STD. TUBE MULLION 6063 -TO Ixx:19.648 in! Sox: 6.549 in3 8083 -T6 Ixx: 7.649 in! Sxx: 3.825 ire 2000 �� •125 MIN. ✓ ANGLE . /�i NOTCH OPTIONAL CLIP CLIP LENGTH MUD "L" INSTRUCTIONS; USING MULLION PROPERTIES ONLY �t�91t88UgPI�, �� %y *, ,a?ojr�i�� p • �,,a% �i i • Z�•10 LL i.....0% oa �'= c� �s ^.. de W �i'�" •i204 ^� I �j �� / .. GJ . a' 0..., �� W ii,y, ...... C ,�� */ „. 0e* •a pP..p. USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP USE CONNECTION TO MULLION AS PER PRODUCT THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.668' NOTES; 2 X 4 3.688' AL STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 2 X 6 5.688' USING CHARTS ON SHEET 5 OF 10 SELECT MULLION 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. SPECIFIED STEP j WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP 809 SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING. 2.00D 8083 -78 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. L STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS LAWS ®5' >� I11 1� MEDLEY- FLORIDA T WOO 1 ALUMINUM TUBE MULLIONS REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES r w.d&f "mean I LAW -ML -1001 I Q 5 OF 10 ""w°"" Width (w) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width (w) MULL SPAN 1 X 3 1 X 4 1 2 X 4 1 2 X 6 Width (w) 18 MULL SPAN 120" 1 X 3 44.0 1 X 4 95.7 2 X 4 150.0 2 X 6 150.0 18 38.318" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 74 -114" 33.0 71.8 116.6 150.0 139.5 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 24 24 26.4 57.4 93.2 150.0 111.6 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 30 30 22.0 47.8 77.7 150.0 93.0 150.0 150.0 150.0 36 36 150.0 150.0 150.0 150.0 36 18.9 41.0 66.8 150.0 79.7 150.0 150.0 150.0 42 150.0 150.0 150.0 150.0 42 42 16.5 35.9 58.3 149.7 69.7 150.0 150.0 150.0 48 150.0 150.0 150.0 150.0 48 48 - 31.9 51.8 133.1 82.0 134.6 150.0 150.0 54 150.0 150.0 150.0 150.0 64 64 - 28.7 46.6 119.8 55.8 121.2 150.0 150.0 60 60 150.0 150.0 150.0 150.0 60 - 28.1 42.4 108.9 50.7 110.1 150.0 150.0 66 66 150.0 150.0 150.0 150.0 66 - 23.9 38.9 99.8 46.5 101.0 150.0 150.0 72 150.0 150.0 150.0 150.0 72 72 - 22.1 35.9 92.1 42.9 93.2 150.0 150.0 78 150.0 150.0 150.0 150.0 78 78 18 60-518" 150.0 150.0 150.0 150.0 18 84" 128.4 150.0 150.0 150.0 18 132" 33.1 71.9 118.8 150.0 24.8 53.9 87.6 150.0 96.3 150.0 150.0 150.0 24 24 150.0 150.0 150.0 150.0 24 19.9 43.1 70.1 150.0 77.1 150.0 150.0 150.0 30 30 150.0 150.0 150.0 150.0 30 18.5 35.9 58.4 150.0 64.2 139.5 150.0 150.0 36 36 150.0 150.0 150.0 150.0 36 - 30.8 50.0 128.5 55.0 119.5 150.0 150.0 42 150.0 150.0 150.0 150.0 42 42 - 27.0 43.8 112.5 48.2 104.8 150.0 150.0 48 150.0 150.0 150.0 150.0 48 48 - 24.0 38.9 100.0 42.8 93.0 150.0 150.0 54 54 150.0 150.0 150.0 150.0 54 - 21.8 35.0 90.0 38.5 83.7 135.9 150.0 60 60 150.0 150.0 150.0 150.0 60 - 19.8 31.8 81.8 35.0 76.1 123.6 150.0 66 66 147.7 150.0 150.0 150.0 66 - 18.0 29.2 75.0 32.1 69.7 113.3 150.0 72 72 • 135.3 150.0 150.0 150.0 72 - 16.6 28.9 69.2 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 78 18 57" 150.0 150.0 150.0 150.0 18 96" 86.0 150.0 150.0 150.0 18 144° 25.5 55.4 89.9 150.0 19.1 41.5 67.5 150.0 64.5 140.1 150.0 150.0 24 24 150.0 150.0 150.0 150.0 24 15.3 33.2 54.0 138.6 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 30 - 27.7 45.0 115.5 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 36 - 23.7 38.5 99.0 36.9 50.1 130.1 150.0 42 150.0 150.0 150.0 150.0 42 42 - 20.8 33.7 86.6 150.0 150.0 150.0 150.0 48 48 32.3 70.1 113.8 150.0 48 - 18.5 30.0 77.0 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 64 54 - 16.6 27.0 69.3 123.3 150.0 150.0 150.0 1 60 60 25.8 56.1 91.1 150.0 60 112.1 150.0 150.0 150.0 66 66 23.5 51.0 82.8 150.0 66 - 15.1 24.5 63.0 I c g C 6 i i I - - 22.5 57.8 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 72 - - 20.8 53.3 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 78 18 63" 150.0 150.0 150.0 150.0 18 108" 60.4 131.2 150.0 150.0 18 150" 22.6 49.0 79.6 150.0 18.9 36.7 59.7 150.0 150.0 150.0 150.0 150.0 24 24 45.3 98.4 150.0 150.0 24 150.0 150.0 150.0 150.0 30 - 29.4 47.7 122.6 30 38.3 78.7 127.9 150.0 30 - 24.5 39.8 102.2 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 - 21.0 34.1 87.6 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 42 - 18.4 29.8 76.6 48 114.2 150.0 150.0 150.0 48 22.7 49.2 79.9 150.0 48 - 16.3 26.5 68.1 64 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 64 91.3 150.0 150.0 150.0 60 - - 23.9 61.3 60 18.1 39.4 64.0 150.0 60 - - 21.7 55.7 83.0 150.0 150.0 150.0 66 66 16.5 35.8 58.1 147.0 66 - - 19.9 51.1 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 70.2 131.4 150.0 150.0 78 - - 18.4 47.2 78 - 30.3 49.2 124.4 78 HORIZONTAL YULUON 1 e +,a### ############## # 0 .•'•••• •'••�i� Ile • /y II In • ' - b• ;11 y`. pJ �y . ` 0 2, • o W .:♦r' CC. Z' 7 •; C'1 ... �. GLAZING PRODUCT VERTICAL °- HULUOB GLAZING PRODUCT MULLION SPAN �: • :,,� TYPICAL MULLION ARRANGEMENT$ ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: F SUCT EXV3CF! NJamT{S °id'9tJLRC/JfPti GLAZING N 3 PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED /,^^':...yxiR'.. •.•_. •, VERTICALLY OR HORIZONTALLY. ?,o- .::.«i 6:... .,.."=/ -..i t (INTERPOLATION BETWEEN WIDTHS ALLOWED) g ;,- "`{� sl�o9ei, 1, .0 ..,,, 0 W1 + W2 71i = :n :. >:I WI W2 WIDTH (W) - MULLION SPAN • 1/4" MIN EDGE DIST. 5/16' TAPCONS 1 -1/2' MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) 3/4" MIN. EDGE DIST. ALTERNATE ANCHOR LOCATION 2 8Y WOOD BUCK \z II II I 1L_J 5/16" TAPCONS 1 -1/2" MIN. W000 PENETRATION 1 PER ANGLE \ Z MIN. EDGE DIST. 2 -3/ 6" CONCRETE OR 4" OLLOW BL►CK it1 1X FLOATING CUP 5/16' TAPCONS 1 -1/2' MIN. WOOD PENETRATION 1 PER ANC 2 BY WOOD BUCK 2 X 2 X 1/8' ALUM ANGLE ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD II 11 I I 11 it U LI ALU2 X2611/8° M ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 1/4" MIN. E GE 01 5/16" TAPCONS 1 -1/2' MN. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING) u,s, 2 BY WOOD BUCK 11 11 II 11 111 IL_JI t t I I I I 5/16" TAPCONS 1 -1/2" MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CUP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 11 II 11 11 U U I I I I 1 2 X 2 X 1/8" ALUM ANGLE 3/4" MIN 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 6itt • i 1 BY WOOD BUCK ALL CLIPS AND ANGLES TO FT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. MIN. EDGE DIST. 2 -3/16° CONCRETE OR 4 HOLLOW BLO K • 11 I 0 I 1 L_1 5/18" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE • -z 2 X FLOATING CLIP 11 II 11 11 11 11 II II U U ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1 "3/4" & 2 "x4" MULL 2 X 2 X 1/8" ALUM ANGLE 5/16' TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) ISA M 5/16' TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 181 WOOD BUCK ALTERNATE ANCHOR LOCATION Z1 Lag r /r tlMI 1X FLOATING CUP 2 61 2 x 1 ALUM ANGL ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK l■ u cif) 0 z a Q z CO z O El 6 W ALUMINUM z 0 6 4 0 U 11 1 S 1 i 1 1 1 1 E 1 1 1 1 1 • MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 5/18" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 2 PER CLIP / (1 .ON EACH YANG) 3 MIN. 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4" -IOLLOW BLOCK 3/4" . MIN. 5/15" TAPCONS 1-3/4" MN. EMBED 1170 MASONRY 4 PER CLIP (2 ON EACH WING) 5/15" TAPCONS 1-3/4" YIN. EMBED INTO MASONRY 2 PER ANGLE CONLKL OR CEMENT BLOCK MULL CONCRETE OR CEMENT BLOCK FLOATING CLIP 2 X 2 X 1/8" MAN ANGLE ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 2 7/16 MIN. FLOATING CLIP 11 11 0 I 11 3 1/4" MIN. MULL • CONCRETE OR CEMENT Eloac ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4° & 2°0" MULL 1 11 11 11 11 11 11 11 11 11 11 11 11 11 U LI MULL 15031166 CLIP 14 CONCRETE OR CEMENT BLOCK 5/18 TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER Cup (1 ON EACH WING) 5/ TAPCONS 1-3/4 mpl. EmBED INTO MASONRY 1 PER ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 3/18" TAPCONS 1-3/4' MIN. 0(9 50 INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. V01g:MC7 &VOW it .4.AW..-1v21).NEW9 1111 0 • 02 12 l.5Ii- 16 4111 ---•• • 4 =Ur IJTY ALUMINUM WINDOWS AND CLASS DOORS 5, rn z Z 0 5 E r.Z E Z 0 1 1 1 1 1 1 1 1 0118 111 IIIt t 0 • 11.9 **** .................. :0 • i4.11 MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4. HOLLOW BLOCK 3 -3/4" 5/16" TAPCONS 1 3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1 3/4" MIN. 2X6 MULL 3/4° 3 -3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2 "X6° MULL SHOWN • n MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4 HOLLOW BL4 K 3 -3/4" 5/164 TAPCONS BED INTO MASONRY MIN. 4 PER CLIP (2 ON EACH WING) 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. cr) U INTO CONCRETE OR BLOCK 2 "X6° MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PRO WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK PROTECTED 6'S.£AJUC'E RSYGE= Asp.: -: �,:r•: �g 0 - a 2 a GA O co co ag E y z z! { d a. U ..1 1 1 1 • • MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4, HOLLOW BLOCK 5/16' TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 3 -3/4" MIN. 2x4 or 2x8 U II CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACOUER. 2x2 X 1/4" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MUWONS. 5/16" TAPCONS 1 -3/4' MIN. EMBED NM MASONRY 2 PER ANGLE MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BLOCK 914 5MS 4 PER ANGLE 2X251/8" ALUM ANCLE OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTAUATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 9 14 S.M.S. 2/ CHANNEL TUBE MULLION 912 F.H. S.4.5. 2/ SIDE I/8" THICK ALUM CHANNEL LENGTH TO F1T SNUG INTO MULLION ACCESS HOLE 914 FH 5M5 2 PER CLIP 1 -1/2' 0.C. MIN. TUBE MULLION THIS SCREW CAN BE INSTALLED N EITHER DIRECTION 74 . 912 FN SYS 2 PER CUP 1' 0.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2' X 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION PF261EJCT RGViF.O AC ep.�Jy.T�� WNA� sLe�e. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. U z a z 0 Tn Z Z O d Zg z m F • g • z z • gi d 0 5 00 J 1 f 1 1 1 1 1 1 1 1 1 TYPES end SL IRATE min 04 Mann Span A B A C►Q4 O I Web D 8150 E moo F r04 IC G H I wain ( D a m o n span A B C O E F 0 H 1 wan M.Ibn span A B C O E F GB WI. WL Bk 8k Bk Can Cate Dona ML AEL VW. Bk Elk Bk Canc Can Corm ML M) VW. WI M4. Bk Bk Cane Can. Can 18 38 3/8 19) 150 150 150 150 150 150 150 18 74 1/4 91 150 150 150 150 150 150 150 150 18 120 58 112 129 150 150 144 150 150 150 150 150 150 150 24 88 130 150 150 150 150 150 150 150 24 42 84 97 148 150 108 150 150 24 132 150 150 150 150 150 150 30 54 108 125 150 150 140 150 150 150 30 34 67 77 118 150 87 130 153 30 105 150 150 150 150 150 150 150 150 150 150 38 45 91 104 150 150 117 150 150 125 38 28 56 65 97 129 72 109 144 38 88 150 150 150 150 150 150 150 150 150 42 39 78 69 134 150 103 150 150 107 42 24 48 55 83 111 82 53 124 42 75 153 150 150 150 150 150 48 34 88 78 118 150 87 132 150 93 48 21 42 48 73 97 54 81 108 48 58 132 150 150 150 150 150 150 150 150 150 150 54 30 80 70 105 139 78 117 150 83 84 19 37 43 65 88 48 72 98 54 59 117 135 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 85 07 60 53 103 121 150 150 150 123 150 150 132 86 25 49 57 86 114 64 98 127 88 66 15 31 35 53 70 39 59 79 68 48 98 110 150 150 113 150 150 121 72 23 45 52 78 104 53 86 117 62 72 14 28 32 49 85 30 54 72 72 78 44 41 88 81 101 93 150 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 28 30 45 60 33 50 67 18 50 518 133 150 150 150 150 150 150 150 150 18 84 80 150 150 150 150 150 150 150 150 18 132 51 102 117 150 150 131 150 150 153 150 150 150 150 150 24 38 77 88 132 150 93 148 150 24 100 157 150 150 150 150 150 150 150 24 60 123 138 111 150 150 124 150 150 132 30 31 61 70 108 141 79 118 150 39 BO 193 150 150 150 150 150 150 150 30 48 98 139 150 103 150 150 110 38 28 51 59 88 117 63 99 131 38 87 133 150 150 150 150 150 150 150 38 40 80 92 79 119 150 88 133 150 94 42 22 44 50 76 101 53 85 112 42 57 114 131 150 150 147 150 150 150 42 34 69 60 . 69 104 138 77 116 150 83 48 19 38 44 66 BB 49 74 98 48 50 107 115 150 150 128 150 150 137 48 30 123 69 103 137 73 64 17 34 39 59 78 44 68 87 54 44 89 102 150 150 114 150 150 122 84 27 53 81 65 82 83 111 82 93 124 68 80 15 31 35 53 70 39 59 79 60 40 80 92 138 150 103 150 150 110 60 24 48 101 53 85 112 80 68 14 28 32 48 64 33 54 72 88 38 73 83 126 150 93 140 150 100 66 22 20 44 40 50 48 76 69 82 83 78 103 55 72 13 26 29 44 59 33 49 68 72 78 33 31 67 81 76 71 115 108 150 141 8 78 129 119 150 150 81 84 72 78 19 37 43 84 85 48 72 95 51 78 12 24 27 41 54 37 46 61 18 57 118 150 150 150 150 150 150 150 150 18 % 70 140 150 150 150 150 150 150 150 18 144 47 94 108 150 150 120 150 150 150 150 135 150 150 145 24 35 70 81 121 150 93 138 150 24 89 193 150 150 150 150 150 150 15D 24 53 42 105 84 121 97 148 150 WB 150 150 118 30 28 56 66 97 129 72 109 144 30 71 142 150 150 150 150 150 150 150 30 36 23 47 54 81 108 80 90 120 36 59 118 138 150 150 150 150 150 150 38 35 70 81 121 150 93 139 150 98 42 20 40 48 69 92 0 78 103 42 51 101 118 150 150 130 150 150 139 42 30 80 69 104 138 77 116 150 83 48 18 35 40 81 81 45 68 90 48 44 89 102 150 150 114 150 150 122 48 28 53 81 91 121 69 102 135 72 54 18 31 38 54 72 40 60 50 54 39 79 91 135 150 101 150 150 108 54 23 47 54 81 108 60 90 120 84 60 14 28 32 49 65 33 54 72 60 35 71 82 123 150 81 137 150 97 BO 21 42 48 73 97 54 81 108 59 68 13 28 29 44 59 33 49 68 68 32 64 74 111 148 83 125 150 89 66 19 38 44 68 88 49 74 98 53 72 12 23 27 40 54 33 45 60 72 30 59 58 102 138 78 114 150 81 72 18 35 40 61 81 45 88 90 48 11 22 25 37 50 28 42 55 78 27 55 83 84 125 70 105 140 75 78 16 32 37 56 74 42 83 83 45 78 18 24 63 107 193 150 150 150 150 150 150 150 18 108 62 125 143 150 150 150 150 150 150 18 150 45 90 103 150 150 115 150 150 47 94 108 150 150 120 150 150 129 24 30 34 87 77 118 15D 87 130 150 80 153 150 150 150 150 150 150 150 24 27 54 62 83 124 83 104 138 30 84 128 148 150 150 150 150 150 150 30 37 75 88 129 150 66 145 150 103 86 38 22 45 52 78 103 58 87 115 36 53 107 123 150 150 137 150 150 147 38 31 62 72 108 143 81 89 121 103 150 137 73 42 19 38 44 67 88 49 74 99 42 48 48 92 105 150 150 118 150 150 128 42 27 63 81 54 92 81 123 108 93 50 120 64 48 17 34 39 58 77 43 85 87 481 80 92 139 150 103 150 150 110 48 23 21 47 42 48 72 98 53 80 107 57 54 BO 15 30 34 52 69 38 58 77 54 38 71 82 123 150 92 138 150 98 54 13 27 31 47 62 0 52 69 60 32 84 74 111 147 82 124 150 88 60 19 37 43 65 86 48 72 98 51 68 12 24 28 42 58 31 47 83 68 72 78 39 58 87 101 134 75 113 150 60 68 17 34 39 59 78 44 88 97 47 72 11 22 28 39 52 29 43 58 27 53 61 92 123 53 103 137 73 72 16 31 38 54 72 40 60 80 43 10 21 24 38 48 27 40 53 , 25 49 57 85 113 63 95 127 68 78 14 29 33 50 58 37 56 74 40 T8 ANCHOR /CUP W1 W2 HORIZONTAL MULLION SPAN TYPI L MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1, FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 3`w* *1: x.14:$ 18 18 8 05 18 3) „wa 17.124 NIL 150 118 93 77 66 58 51 48 42 39 38 140 105 84 70 60 53 47 42 38 32 129 98 77 64 55 48 43 39 35 32 V z z /NUM WINDOWS AND CLASS U) 42 zfl 3 • g• a co W U 5-■ 2 Eli z_a Vr 6 U 30 123 93 74 62 53 46 41 37 34 31 9. 0 1 1 1 1 1 1 1 1 Nt► 1: : 114q, I1 .b33 �/i lico,g�,.. Nj�Qi •4, N1 •O�s 'z 0 • --MULLION VERTICAL MULUI GLAZING GLAZING PRODUCT PRODUCT OR /C814-) ( •o \1 W1 W2 HORIZONTAL MULLION SPAN TYPI L MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1, FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 3`w* *1: x.14:$ 18 18 8 05 18 3) „wa 17.124 NIL 150 118 93 77 66 58 51 48 42 39 38 140 105 84 70 60 53 47 42 38 32 129 98 77 64 55 48 43 39 35 32 V z z /NUM WINDOWS AND CLASS U) 42 zfl 3 • g• a co W U 5-■ 2 Eli z_a Vr 6 U 30 123 93 74 62 53 46 41 37 34 31 9. 0 1 1 1 1 1 1 1 1 Nt► 1: : 114q, I1 .b33 �/i lico,g�,.. Nj�Qi •4, N1 •O�s 'z 0 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION OTICE OF- ACCEPTANCE OA awson Industries, Inc. 8501 NW 90th Street -Medley, FL -3-3-1100 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 "4000 /6000 " Aluminum Fixed Window - N.I. APPROVAL DOCUMENT: Drawing No. L -4000 /6000.01, titled "Series 4000/ 6000 Al minum Fixed Windows ", sheets 1 through 12 of 12, dated 12/20/02 with revision "C" dated 08/14/09, prepared by manufacturer, 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. ( MTS E IMPA 'G: Nine. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devices Shall Be Required. 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 # 08- 0409.03 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamida.de.gov/buildingcode MIAMI. • • E COUNTY APPROVED NOA No. 09-0825.09 Expiration Date: May 08, 201 A ppr_oval Date:Decemli'er 02, 200 -- P- ago .1 -.;, Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L-4000 /6000.01, titled "Series 4000/ 6000 Aluminum Fixed Windows ", sheets 1 through 12 of 12, dated 12/20/02 with revision "C" dated 08/14/09, prepared by manufacturer, 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) Forced Entry Test, per FBC TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3619 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 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 an aluminum fixed window w/ 'A" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3620 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window w /1/2" insulated glass unit using two lites of 1/8" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3621 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 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 an aluminum fixed window w / 5/8" insulated glass unit using two lites of 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3622 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window w/ 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3623 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) anu z, P.E. Product Co - miner NOA No. 09- 0825.09 Expiration Date: May 08, 2013 Approval Date: December 02, 2009 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window w/ 1/8" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3624 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window w / %Z" insulated glass unit using two lites of 1/8" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3625 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 8. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window w / 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3626 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window w/ '/" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3627 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03- 0128.06) 10. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -09 -2604, dated 08/14/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by manufacturer, dated 08/15/09, signed and sealed by Thomas J. Sotos, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel Pere P.E. Product Contro a ' er NOA No. ' ; :25.09 Expiration Date: May 08, 2013 Approval Date: December 02, 2009 E -2 Kinko Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated August 13, 2009, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated August 13, 2009, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0409.03, issued to Lawson Industries, Inc. for their Series "4000 /6000" Aluminum Fixed Window, approved on 05/29/08 and expiring on 05/08/13. Manuel ` erez, Product Control Exa NOA No. 09 -082 Expiration Date: May 08, 2013 Approval Date: December 02, 2009 E -3 SERIES: 4000/6000 - APPROVED WINDOW ELEVATIONS (NON - IMPACT) HALF -ROUND TYPICAL. EI FVaTION vINDOV HEIGHT' 1 LEG�� WWDOV WIDTH ARCHED PICTURE WINDOW WINDOW NEIGH L vIINDDTOHv NENAGDN TYPICAL ELEVATION VINDOV D OCTAGON TYPICAL ELEVATION LV WDOV MOTH OUARTER -ROUND ELEVATION L VWMTV HEIGH r "ELLIPTICAL" TYPICAL ELEVATION Ti WINDOW HEIGHT L J 11)60011 FULL ROUND TYPICAL ELEVATION r WINDOW HEIGHT L VINIOV WIDTH RECTANGULAR TYPICAL ELEVATION r WINDOW HEIGHT LWINDOW WIDTH %MARE PICTURE WINDOW ELEVATION OUARTER -ROUND ELEVATION OVAL TYPICAL ELEVATION r WINDOW HEIGHT L VINDOV WIDTH RECTANGULAR TYPICAL ELEVATION WINDOW WIDTH SOUARE PICTURE WINDOW ELEVATION L 3 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE 'WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. J WIDTH AND LENGTH ZON DIMENSIONS CAN BE ABOVE. VERTICALLY OR HORIZONTALLY AS SHOWN A80VE. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS General Notes: 1.) THIS WINDOW SYSTEM 1S DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE AND ASTM 1300 -02. THIS PRODUCT IS NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2007 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ON TYPICAL ELEVATIONS ARE AS PER TEST UNITS. ON CENTER (0.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES. 4.) ANCHOR CONDITIONS NOT DESCRIBED 114 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 GLASS TYPES TABULATED HEREIN (SEE SHEETS #4, 5, 8, 10, & 11). 8.) WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEETS #8. 7, & 9). 7.) FALSE COLONIAL MUNTINS MAY BE USED & APPLIED TO THE GLASS WITH CLEAR SILICONE AND MAY BE PLACED AT INTERIOR AND /OR EXTERIOR RIDES OF GLASS. 8.) APPROVAL APPLIES TO SINGLE UNITS. OR MULTIPLE UNITS AND MAY BE MULLED VERTICALLY OR HORIZONTALLY. 9.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER PRESSURE FROM THE WINDOWS APPROVAL OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 10.) SEE SHEETS ® 2 & 3 FOR MULLION/METAL ATTACHMENT DETAIIS & NOTES. WINDOW FRAME EXTRUSION DETAILS --{ .900' �j SOZ_ U lI �f .062' L -6002 ALUM GLAZING BEAD L 629• L 625' 1---T-1 I �' 2.000 1.062. 1 Bt" F- LB75' L-60D1 FLANGE FRAME 1.875' -•{ L-6003 FIN FRAME SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SIUCONE PRODUCT REVLSF.D As complying with the Fl «rwla RaiOh.g Cola Aromas.. N R , radon Date THOMAS SOTOS PROFESMI0 ENGINEER FL U 65225 DATE v NOV 1.0 2009 Revision Notes: - REVISED AS PER 0004 FBC REQUIREMENTS C- ADDED NEV 6LASS TYPE CSHEET 1121 AND REVISED AS PER 2007 FEC REOUIRERENTS LA A._l' N (I NDiJSTI2IES, 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS Dreams AVx Nelson Erase Larry Magee Data RMn& 08/14/2009 FLANGE & FIN FRAME WINDOW DETAILS, ELEVATIONS, SHAPES "n27211/2002 & GENERAL INSTALLATION NOTES. Soria R. /. Xmas", L'2"e L 40DD /8000.01 IRaomm, Goa C Isant , of 10 AS NOTED SILL OF MATERIALS ITEM / PART / REP. DESCRIPTION REMARI(S 1 L -6003 1 FRAME HEAD 6063 -T5 ALUMINUM 2 L -6003 1 FRAME SILL 6663-25 ALUMINUM 3 L -6003 2 FRAME JAMB 6063 -T5 ALUMINUM 4 L -6002 AS REO'D. ALUM. GLAZING BEAD 6063 -T5 ALUMINUM 5 FS -1106 AS RENO. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 6 • AS REGD. INSTALLATION SCREVS 612 SMS X 1 1/2' F.H./PHIL. 7 • AS 9E011. JOINT SEALANT 'Purvis Co.' Super Seat 8 ■ 1 GLASS SEE CHART 9 • AS REWD. NEUTRAL CURE SILICONE SM -5731 IR DC -899 10 774 -250 -767 AS REO'D. 'TrueSesl' S.iggle Seal Block ./ 1/4' *6- space 1- REFER TO SHEET # 1 OF 12 FOR GENERAL NOTES 1 1/4' MIN EMBEDMENT •TYP.) ---2X W000 BUCK EXTERIOR GRADE PERIMETER CAULKING BY OTHERS CTYP.) 612 SMS WITH 11/4' MIN. EMBEDMENT INTO 2X VD00 BUCK BEDDING ICOMPCUN ADHESIVE w INTERIOR a (Y w EXTERIOR GRADE PERIMETER CAULKIN 812 SMS V/ 11/4' MIN EMBEDMENT INTO 2% WOOD BUCK 1 1/4' MIN EMBEDMENT CTYP.) 6 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) INTERIOR WINDOW FRAME SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. MAX. _ �1/4' r SHIM C. SEALANT EXTERIOR 6 INTERIOR ® 12 S.D.S. X 1 1/4" L. SEE ELEV. FOR SPACING EXTERIOR WINDOW FRAME NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8" MIN. THICK) A) STEEL : Fy 36 KSI MIN. B) ALUMINUM : 6063 -T5 MIN. MULLION & METAL STRUCTURE ATTACHMENT DETAIL / 8 X 3/4" SMS FIN FRAME CORNER DETAIL PRODUCT REvLU'' as ccom with (h4 florets, omp Imo., !. -►:/ Beta .,rr_r/i/ WEATHERPROOF BARRIER BY OTHERS CTYP.) EXT. GRADE BACK BEDDING TO DE APPLIED BEHIND VIN00V FRAME FIN BY ER (TYP.) STUCCO OR EXTERIOR FINISH BY OTHERS CTYP.) WINDOW INSTALLATION NOTES: EXT. GRADE PERIMETER CAULKING NOT BY TO BE APPLIIE BYIES'. OTHERS - (TYP.) ). THE VINDOV OPENING MUST BE PROTECTED VITH A CODE APPROVED FELT OR NDIISTURE/VEATHER BARRIER, APPROX. 12' WIDE THROUGHOUT ENTIRE PERMETER OF THE VIN00V MOUNTING FIN (NOT BY LAVSON INDUSTRIES) 2. THE VIN00V FRAME FIN TO RE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER DT FIN BY VIN00V INSTALLER CTYP) a THE EXPOSED EXT. PERIMETER OF THE V1NDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.> FIN WINDOW INSTALLATION DETAIL 012 SMS V1TH 1 1 /4' MIN EMBEDMENT INTO 2X V000 BUCK INTERIOR CLEAR SILICONE ADHESIVE BEDDING COMPOUND J GL S 1 1/4' MIN EMBEDMENT C ITA.) 1 1/4• MIN EMBEDMENT CTYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS CTYP) THOMAS J. 60T08 PROFESSION L ENGINEER FL VC. 55225 \' f Y� 0 2109 DATE_____ Revision Notes: B - REVISED AS PER 2004 FBC REDUIRE)ENTS C- ADDED MEV GLASS TYPE (SHEET 112) AND REVISED AS PER 21107 FBC REQUIREMENTS LA S N (I Nip Y-791-3.2 , INC.) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8660 MANUFACTURER 0P QUALITY ALUMINUM WINDOWS AND CUSS DOORS SERIES: 4000 / 8000 ALUMINUM FIXED WINDOWS Urrv(m � Nelson Erase 08/84/2008 °imon el` tarry Magee c 12/BO/2D02 FIN FRAME WINDOW INSTALLATION DETAILS, 5.0.M. & NOTES Scala AS NOTED R./. /Aa•4n IthasampOwnhern 1-4000/8000.01 IRw4.f.• L.ede C r... R aj IR BILL OF MATERIALS ITEM / PANT / REQO. DESCRIPTION REMARKS 1 L -6001 I FRAME HEAD 6063 -15 ALUMINUM 2 L -6001 1 FRAME SILL 6063 -15 ALUMINUM 3 L -6001 2 FRAME JAMB 6063 -15 ALUMINUM 4 L -6002 AS REQ D. ALUM. GLAZING BEAD 6063 -T5 ALUMINUM 5 FS-006 AS 2E0'1 FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 6 • AS REDD. INSTALLATION SCREWS 412 SMS OR 1/4' TAPCON 7 • AS RE011. JOINT SEALANT 'Purvis Co.' Super Seal 8 • 1 GLASS SEE CHART 9 • AS REO'D. NEUTRAL CURE SILICONE SM -573I OR DC -899 10 774 -258 -767 AS RUM 'TrueSBAI' Selogle Seel Black ./ 1/4' air space 2 L4 OVERALL FRAME REFER TO SHEET # 1 OF 12 FOR GENERAL NOTES 1/4' TAPCONS V/ 1 1/4' MI CONC. EMBEDMENT : °A.'. 4 1/4' MAX. *MA SPACE (') CLEAR BEDDING I COMPOUND HESIVE INTERIOR ASS (') WHEN THE GAP BETWEEN THE WINDOW FRAME AND NOT THEEUBUCCK IS LENS THAN 1/8'. MUSS ARE 0/4' MAX. SDUCP REVISED SPACE (') Es evoideleg with et florid. Dahrag Cod* Ada No Ervin:Moo Date y,1 1/4' NIN EMBED. 4.a• IN CON OR MASONRY d:l ED' 0114 Div Pridert CAA 0 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 1/4' MAX. SHIM INTERIOR INTERIOR 12 S.D.S. X 1 1/4' L. EE ELEV. FOR SPACING WINDOW FRAME p6x3 /a'stns FLANGE FRAME CORNER DETAIL EXTERIOR EXTERIOR GRADE PERIMETER CAULKING PERIMETE SEALANT WINDOW FRAME EXTERIOR NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM. I/8' MIN. THICK) A) STEEL : Fy = 36 K5I MIN. 8) ALUMINUM 6063 -T5 MIN. MULLION & METAL STRUCTURE ATTACHMENT DETAIL -1 412 SMS SCREW WITH 1 1/4' MIN. EMBEDMENT INTO 22 WOOD BUCK 1/4' MAX. SHIN SPACE ('1 SILICONE ADHESIVE BEDDING COMPOUND INTERIOR GLA. S 1/4' TAPCON V1TH 1 1/4' 1414. EMBEDMENT INTO CONC. OR MASONRY .PT. WOOD BUCKS 1/4' MAX. SHIM SPACE (') .�� u811 - r►�rrirlIP EXTERIOR GRADE PERIMETER CAULKING INTERIOR FRAME VIDTH OVERALL FRAME VIDTH 1 1/4' MIN EMBEDMENT TROMAS J. PROFESSIONAL DIESER PL LTC. / NO X 1 2009 DATE Revision Notes: B - REVISED AS PER 2004 FRC REQUIREMENTS C- ADDED NEW GLASS TYPE GREET 812) AHD REVISED AS PER 2007 EEC REQUIREMENTS LAWS N (I YV']7 U's'r2S x;v8. 51'.2c.) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696 -8560 NANUFAtTURSR OF QUALITY AWNNNUW WINDOWS AND CLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS '8ie°i° 4M Nelson Erato Dab R* 00/14/2009 D'®• 9`' Larry Magee 12/80/2002 FLANGE FRAME WINDOW INSTALLATION DETAILS, B.O.M. & NOTES SEAS NOTED 0.1. wear. L- 4000/6000.01 _le® C Ira 3 0l 22 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND " TEMPERED FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND FLANGE FRAME GLAZING DETAIL 85.000' WINDOW WIDTH 82.126' WINDOW COMPARATIVE ANALYSIS CHART FOR 1/4" TEMPERED Window Size FIN FRAME DESIGN LOAD - (PFS) HEIGHT INCHES WIDTH INCHES OTY OF ANCHORS AVG. ANCHOR SPACING (IN) CAPACITY POSITIVE NEGATIVE 24 18 10 8 100.0 100.0 38 18 14 7 100.0 100.0 48 18 19 8 100.0 100.0 60 18 23 8 100.0 100.0 72 18 28 6 100.0 100.0 84 18 32 6 100.0 100.0 96 18 37 6 100.0 100.0 108 18 41 8 100.0 100.0 120 18 46 8 100.0 100.0 132 18 50 6 100.0 100.0 144 18 55 5 100.0 100.0 148 18 57 5 100.0 100.0 156 18 80 5 100.0 100.0 24 24 13 7 100.0 100.0 36 24 19 6 100.0 100.0 48 24 25 5 100.0 100.0 60 24 31 5 100.0 100.0 72 24 37 5 100.0 100.0 84 24 43 5 100.0 100.0 98 24 49 4 100.0 100.0 108 24 55 4 100.0 _ __100.0 120 24 81 4 100.0 100.0 132 24 67 4 100.0 100.0 144 24 73 4 100.0 100.0 148 24 75 4 100.0 100.0 156 24 79 4 100.0 100.0 24 30 16 6 100.0 100.0 38 30 23 5 100.0 100.0 48 30 31 5 100.0 100.0 60 30 38 4 100.0 100.0 72 30 48 4 100.0 100.0 84 30 54 4 100.0 100.0 96 30 61 4 100.0 100.0 108 30 69 4 100.0 100.0 120 30 78 3 100.0 100.0 132 30 84 3 100.0 100.0 144 30 91 3 100.0 100.0 148 30 94 3 100.0 100.0 158 30 99 3 100.0 100.0 WINDOW COMPARATIVE ANALYSIS CHART FOR 1/4" TEMPERED Window Size FIN FRAME DESIGN LOAD -(PFS) HEIGHT INCHES WIDTH INCHES OTY OF ANCHORS AVG. ANCHOR SPACING ON CAPACITY POSITIVE NEGATIVE 24 36 19 6 100.0 100.0 36 38 28 5 100.0 100.0 48 36 37 4 100.0 100.0 60 38 46 4 100.0 100.0 72 38 55 3 100.0 100.0 84 38 84 3 100.0 100.0 96 36 73 3 100.0 100.0 108 36 82 3 100.0 100.0 120 36 91 3 100.0 100.0 132 38 100 3 100.0 100.0 144 36 110 3 100.0 100.0 148 156 38 36 113 119 3 3 100.0 100.0 100.0 100.0 24 48 25 5 100.0 100.0 38 48 37 4 100.0 100.0 48 48 49 3 100.0 100.0 60 48 61 3 100.0 100.0 72 48 73 3 100.0 100.0 84 48 85 3 100.0 100.0 96 48 97 2 100.0 100.0 108 48 110 2 100.0 100.0 120 48 113 2 93.1 93.1 _ 132 48 111 3 83.2 83.2 144 48 114 3 78.3 78.3 148 48 115 3 76.7 78.7 158 48 '......, ._ .. •:,. 132 :., 24 60 31 5 100.0 100.0 38 80 46 4 100.0 100.0 48 60 61 3 100.0 100.0 60 60 76 3 100.0 100.0 72 60 91 2 100.0 100.0 84 60 107 2 100.0 100.0 96 60 122 2 100.0 100.0 108 60 137 2 100.0 100.0 120 60 139 2 91.6 91.6 132 80 18 7 100.0 100.0 144 60 38.375 ... _, 100.0 148 80 37 .. ., .. .. 156 60 .. .. - .. .. .. . 6'MAX. TYP. AT CORNERS 12 TYPICAL ELEVATION TESTED UNIT MAX. TYP. WINDOW FRAME SIZE NOTE; 1. THE VINDOV SIZE SHOVN ON CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8' TO THE FLANGE VINDOV SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. UNIT PERFORMANCE DATA REPORT }FTL -3819 TEST SIZE = 85" wide X 85° hi ( 0 ) DESIGN LOADS = +104.0, -104.0 PSF (PA -202) STRUCTURAL TEST LOAD = +155.0, -156.0 PSF WATER INFILTRATION TEST = 18.0 PSF DAYUGHT OPENING = 82 1/8° wide X 82 1 /5" hi TESTED GLASS = jj_ 4.1_./DierzaLLSLASS DATE WINDOW COMPARATIVE ANALYSIS CHART FOR 1/4" TEMPERED Window Size FIN FRAME DESIGN LOAD - (PFS) HEIGHT INCHES WIDTH INCHES MY OF ANCHORS AVG. ANCHOR SPACING ON) CAPACITY POSITIVE NEGATIVE 24 72 37 5 100.0 100.0 36 72 55 3 100.0 100.0 48 72 73 3 100.0 100.0 60 72 91 2 0.0.0 -72- 72 \ 110 2 ,_109:0 100.0 _100.0 84 72 ' 128 2 100.0- 100.0 98 72 143 2 98.2 98.2 108 72 -- ..... ....... ._ .. .. 120 72 - '•'i 132 72 144 72 148 156 72 72 .., ... ... ,. ... _.. ,•, :; 100.0 24 84 43 5 100.0 38 84 64 3 100.0 100.0 48 84 85 3 100.0 100.0 60 84 107 2 100.0 100.0 72 84 128 2 100.0 100.0 84 84 149 2 100.0 100.0 95 84 108 84 84 132 84 144 84 •.... 148 84 !. .... 156 84 19.125 28 11 8 100.0 100.0 28.5 26 15 7 100.0 100.0 37 26 21 8 100.0 100.0 53.125 26 30 5 100.0 100.0 19.125 38.375 18 7 100.0 100.0 28.5 38.375 22 5 100.0 100.0 37 38.375 30 5 100.0 100.0 53.125 38.375 43 4 100.0 100.0 19.125 50.625 21 6 100.0 100.0 26.5 50.625 29 5 100.0 100.0 37 50.625 40 4 100.0 100.0 53.125 50.625 57 3 100.0 100.0 19.125 58 24 8 100.0 100.0 26.5 58 33 5 100.0 100.0 37 58 46 4 100.0 100.0 53.125 58 85 3 100.0 100.0 19.125 63 26 6 100.0 100.0 26.5 63 38 4 100.0 100.0 37 83 50 4 100.0 100.0 53.125 63 71 3 100.0 100.0 19.125 74.25 30 8 100.0 100.0 26.6 74.25 42 4 100.0 100.0 37 74.25 58 3 100.0 100.0 53.125 74.25 84 3 100.0 100.0 THOYAS J. ROTOR PROF66510 '1. 6501NE8R FL e 66225 OV Revision Notes: D - REVISED AS PER 2004 FBC REQUIREMENTS C- ADDED KM GLASS TYPE (SKEET 112) AND REVISED AS PER 5007 FBC REQUIREMENTS LAWS N (IN]7LJSTRIS, ISV'C. ) 8501 NW 90th 5t. MEDLEY, FLORIDA 33166 (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOI3 AND GLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS R'apd a'A Nelson Erase 5 Larry Magee Deb throb.* 08/14/2008 12 20/2002 FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 1/4" TEMPERED GLASS 8(ebt� NOTED W (hunter: I D•e 8 L -4000 /8000.01 Aubbw L• x& C [Mort ^/ TS GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND f2LAZING DETAIL WINDOW COMPARATIVE ANALYSIS CHART FOR 1/4" ANNEALED Window Size FIN FRAME DESIGN LOAD HEIGHT WIDTH OTY OF AVG. ANCHOR CAPACITY - (PFS) INCHES INCHES ANCHORS SPACING OM POSITIVE NEGATIVE 10 8 100.0 100.0 ■ 14 7 100.0 100.0 18 7 97.2 97.2 22 7 92.9 92.9 25 7 90.3 90.3 29 7 88.5 88.6 32 7 87.2 87.2 38 7 88.2 88.2 39 7 85.4 85.4 24 36 48 80 72 84 98 108 120 18 18 18 18 18 18 18 18 18 WINDOW COMPARATIVE ANALYSIS CHART FOR 1/4" ANNEALED Window Size FIN FRAME DESIGN LOAD HEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY -(PFS) INCHES INCHES ANCHORS SPACING (18) POSITIVE NEGATIVE 24 38 17 7 88.9 88.9 38 36 22 8 79.0 79.0 48 36 23 7 83.2 83.2 80 38 28 7 58.4 56.4 72 36 28 7 50.1 50.1 84 38 28 8 43.2 43.2 96 38 29 9 39.5 39.5 108 38 .. •• 120 38 .. �. 132 144 148 158 24 36 48 80 72 84 98 108 120 132 144 148 158 24 18 18 18 18 24 24 24 24 24 24 24 24 24 24 24 24 24 30 43 48 48 6 84.8 7 84.3 6 84.1 50 13 17 20 23 28 30 33 37 40 44 48 49 15 6 83.8 7 100.0 7 88.9 i 79.0 7 74.1 7 71.1 7 89.1 7 67.7 7 68.7 7 85.8 7 85.2 7 64.6 7 64.5 84.8 84.3 84.1 83.8 100.0 88.9 79.0 74.1 71.1 69.1 87.7 88.7 85.8 85.2 84.6 84.5 132 144 148 36 38 38 WINDOW COMPARATIVE ANALYSIS CHART FOR 114° ANNEALED Window Size HEIGHT INCHES WIDTH INCHES FIN FRAME DESIGN LOAD OF AVG. ANCHOR CAPACITY -(PFS) SPACING OM POSITIVE NEGATIVE OTY ANCHORS 24 72 28 7 71.1 71.1 36 72 28 7 50.1 50.1 48 72 33 7 44.4 44.4 80 72 72 72 84 72 98 72 108 72 120 72 132 72 144 72 148 72 98.8 98.8 158 24 35 48 80 72 84 98 108 120 132 144 36 48 48 48 48 48 48 48 48 48 48 48 20 23 29 30 33 79.0 7 83.2 59.3 7 49.4 44.4 79.0 83.2 59.3 49.4 44.4 148 158 24 48 48 60 158 72 24 84 30 7 69.1 89.1 38 84 28 8 43.2 43.2 48 84 80 84 72 84 84 84 98 108 84 84 120 132 144 84 84 84 23 74.1 74.1 38 48 60 72 84 98 108 120 132 144 148 30 30 30 30 30 30 30 30 30 30 30 19 21 24 28 31 34 38 8 81.3 7 68.9 7 63.2 7 59.9 7 57.7 7 55.4 7 52.5 39 7 51.2 81.3 68.9 83.2 59.9 57.7 65.4 52.5 51.2 • 38 80 28 7 58.4 58.4 148 84 158 84 19.125 28 11 8 100.0 100.0 28.5 26 15 7 100.0 100.0 48 80 30 7 49.4 49.4 37 26 18 7 84.3 84.3 80 72 84 98 108 120 132 144 80 60 60 80 60 60 60 60 38 6 47.4 47.4 148 60 158 30 168 60 53.125 26 22 7 72.4 72.4 19.125 38.375 16 7 99.0 99.0 26.5 38.376 18 7 82.0 82.0 37 38.375 23 6 74.2 74.2 53.125 38.375 25 7 58.0 58.0 19.125 50.625 19 7 91.7 91.7 26.5 50.625 21 7 72.7 72.7 37 50.625 24 7 80.8 80.8 53.125 50.625 31 6 53.7 53.7 19.125 58 21 7 89.0 89.0 28.5 58 23 7 89.5 69.5 60.000' WING . WIDTH 57.126' la 080 MAX D.L. UPG. TYP. 1/4 "- ANNEALED II TYPICAL ELEVATION TESTED UNIT 61 MAX. TYP. AT CORNERS 12 L MAX. TYP. WINDOW FRAME 312E NOTE: L THE VINDDV SIZE SHOWN ON CHARTS ARE FOR 714E FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8" TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION. FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. UNIT PERFORMANCE DATA - REPORT /F1L -3820 TEST SIZE = 60' wide X 60" hi ( 0 ) _ DESIGN LOADS = +47.40, -47.40 PSF ( PA -202 ) STRUCTURAL TEST LOAD = +71.10, -71.10 PSF WATER INFILTRATION TEST = 18.0 PSF ® #FTL -3619 DAYLIGHT OPENING = 57 1/8" wide X 57 1/8" hi TESTED GLASS = 1/4" ANNEALED CLAS5 YrtasfMinia. EAQ`'., r:i,Dsa0 ,T Gf >iG • als F =de6i CeetYel, 37 58 28 7 58.4 56.4 53.125 58 33 8 49.4 49.4 19.125 63 23 7 87.7 87.7 28.5 63 24 7 68.0 68.0 37 83 27 7 54.4 54.4 53.125 83 33 7 46.3 46.3 19.125 74.25 28 7 85.3 85.3 26.6 74.25 28 7 65.3 85.3 37 74.25 28 7 48.0 48.0 53.125 74.26 MOMS A. 60T06 PROFESSIONAL ENGINEER FL U i / 88225 N DATE 0 Revision Nolen S - REVISED AS PER 2004 FBI REQUIREMENTS C- ADDED NEV GLASS TYPE (SHEET 0127 AND REVISED AS PER 0057 PBC REQUIREMENTS L A IV S O V (I1NTI7TJSTFEIE5, INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8560 MANUFACTURER OF Q//AUTY ALUMINUM WINDOWS AND MASS DOORS SERIES: 4000 / 8000 ALUMINUM FIXED WINDOWS Avnu aw Nelson Braze Dab 08 /e 44/2009 Rrnm. 82 Larry Magee 0a 18/20/8002 FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 1/4" ANNEALED GLASS Satz AS NOTED Ru Amber: IO,mNp 40L 00 /6000.01 A"4/m. £A,m_ c (snub s 1 /a GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND MP. INSULATED 540• MIN GLASS BITE FIN FRAME GLAZING DETAIL, GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND P. INSUTATEO GLAZING DETAIL 0• MIN ASS BITE 0 60.000• WINDOW WIDTH 57.126' WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" TEMP. INSULATED Window Size FIN FRAME DESIGN LOAD HEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY - (PFS) INCHES INCHES ANCHORS SPACING DM POSITIVE NEGATIVE 24 18 10 8 100.0 100.0 36 18 14 7 100.0 100.0 48 18 19 6 100.0 100.0 60 18 23 8 100.0 100.0 72 18 28 8 100.0 100.0 84 18 32 8 100.0 100,0 98 18 37 8 100.0 100.0 108 18 41 6 100.0 100.0 120 18 48 6 100.0 100.0 132 18 144 , 18 148 18 156 18 24 24 13 7 100.0 100.0 38 48 80 24 24 24 72 24 84 98 24 24 19 8 100.0 25 5 100.0 31 5 100.0 37 5 100.0 43 5 100.0 49 4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 108 24 120 24 132 24 55 81 4 100.0 100.0 4 100.0 100.0 144 24 148 24 158 24 24 30 18 100.0 100.0 38 30 48 30 80 30 72 30 84 30 98 30 23 5 100.0 31 5 100.0 38 4 100.0 46 4 100.0 54 4 100.0 81 4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 108 30 69 4 100.0 100.0 120 30 78 3 100.0 100.0 132 30 144 30 148 30 158 30 1MNDOW COMPARATIVE ANALYSIS CHART FOR 1/8" TEMP. INSULATED Window Size FIN FRAME DESIGN LOAD • (PFS) HEIGHT INCHES WIDTH INCHES OTT OF ANCHORS AVG. ANCHOR SPACING OM CAPACITY POSITIVE NEGATIVE 24 38 19 8 100.0 100.0 36 38 28 5 100.0 100.0 48 38 37 4 100.0 100.0 80 38 48 4 100.0 100.0 72 38 55 3 100.0 100.0 84 38 64 3 100.0 100.0 96 36 73 3 100.0 100.0 108 36 120 38 132 38 - .. .. .. .. 144 38 I 148 38 156 38 24 48 25 5 100.0 100.0 38 48 37 4 100.0 100.0 48 48 49 3 100.0 100.0 80 48 61 3 100.0 100.0 72 48 73 3 100.0 100.0 84 48 98 48 108 48 120 48 132 48 144 48 '.: .. 148 48 48 24 80 31 5 100.0 100.0 38 80 48 4 100.0 100.0 48 60 81 3 100.0 100.0 60 80 78 3 100.0 100.0 72 80 - . .. 84 80 98 60 108 60 120 80 132 80 144 148 SO -. 158 80 .. .. _ ...:. . WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" TEMP. INSULATED Window Size FIN FRAME DESIGN LOAD CAPACITY - (PFS) HEIGHT INCHES 24 38 48 80 72 WIDTH INCHES 72 72 72 72 72 QTY OF ANCHORS 37 55 73 AVG. ANCHOR SPACING (IN) 5 3 3 POSITIVE 100.0 100.0 100.0 NEGATIVE 100.0 100.0 100.0 84 72 96 72 108 120 132 144 72 72 72 72 148 72 158 24 38 72 84 43 84 84 100.0 100.0 100.0 100.0 48 84 60 84 72 84 84 98 108 120 84 84 84 84 132 84 144 84 148 84 156 84 19.125 28 11 8 100.0 100.0 28.5 28 15 7 100.0 100.0 37 26 21 6 53.125 19.125 28.5 28 30 38.375 18 38.375 22 5 7 5 37 38.375 30 5 53.125 38.375 43 4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 19.125 50.825 21 8 28.5 50.825 29 5 37 53.125 19.125 28.5 50.825 40 50.825 57 58 24 58 33 4 100.0 100.0 100.0 3 100.0 6 100.0 100.0 100.0 100.0 100.0 100.0 5 D.L. UPG. TYP. L-` I fl 61MAX. TYP. AT CORNERS 1 1/8" TEMP. INSULATED w I I I TYPICAL ELEVATION TESTED UNIT 121 MAX. 11 TYP. WINDOW FRAME SIZE NOTE: 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE FLANGE VINDOV EXTERIOR OVERALL DIMENSION 2. ADD 1 I /8• TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION FLANGE FRAME ANCHORS ARE TO 8E SPACED NOT GREATER THAN 8" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. PRODUCT REVISED as eomp ieg :Maths Wendt Bab:Beg Code E a Date .,Li'[ =�' • ▪ Prodeei 37 68 48 4 53.125 58 85 3 100.0 100.0 100.0 100.0 100.0 100.0 19.125 63 26 6 28.5 83 38 4 37 63 50 4 53.125 63 71 3 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 19.125 26.5 37 53.125 74.25 30 74.25 42 74.25 58 74.25 6 100.0 100.0 4 100.0 100.0 3 100.0 100.0 UNIT PERFORMANCE DATA REPORT #FTL -3821 TEST SIZE= 60" wide X 60" hi ( 0 ) DESIGN LOADS= +144.00, - 144.00 PSF (PA -202) STRUCTURAL TEST LOAD= +216.00. - 216.00 PSF WATER INFILTRATION TEST= 18.0 PSF ® fFTL -3819 DAYLIGHT OPENING= 57 1/8" wide X 57 1/8" hi TESTED GLASS= 1/8" TEMPERED CLASS DOUBLE GLAZED INSULATEQ Resisten Notes: B REVISED AS PER 2004 PDC REQUIREMENTS C- ADDED NEV GLASS TYPE CSHEET 412) AND REVISED AS PER 2007 PBC REQUIREMENTS WS (YNDTJSTE2IEu^- , INC. ) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696 -8660 NANUPACTURER OF QUALITY ALUMINUM WINDOWS AND CLAW DOORS SERIES: 4000 6000 ALUMINUM FIXED WINDOWS e."+r as' Nelson Erase O,aw" aw Larry Magee 08/ 414/2008 12/2 /2002 FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 1/2" INSULATED TEMPERED GLASS 42 NOTED RV.. Mm 0m LL4000/8000.01 aM,fon Lamb 6 o /r8 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND ANN. INSULATED $49" MIN GLASS BITE FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND INSULATED 40' MIN ASS BITE GLAZING DETAIL WINDOW COMPARATIVE ANALYSIS CHART FOR 3/16" ANN Window Size FIN FRAME DESIGN HEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY INCHES INCHES ANCHORS SPACING p i) POSITIVE 24 18 10 8 100.0 36 18 14 7 100.0 48 18 19 6 100.0 60 18 23 6 100.0 72 18 28 8 100.0 84 18 32 6 100.0 96 18 37 100.0 108 18 41 6 100.0 120 18 46 6 100.0 132 18 50 6 100.0 144 18 55 5 100.0 148 18 67 5 100.0 156 18 60 5 100.0 24 24 13 7 100.0 38 24 19 6 100.0 48 24 25 5 100.0 80 24 31 5 100.0 72 24 37 5 100.0 84 24 43 5 99.0 98 24 48 5 97.0 108 24 53 4 95.5 120 24 58 4 94.3 132 24 63 4 93.4 144 24 68 4 92.8 148 24 70 4 92.4 158 24 . 24 30 16 6 100.0 36 30 23 5 100.0 48 30 30 5 98.8 INSULATED LOAD • (PFS) NEGATIVE 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 97.0 95.5 84.3 93.4 92.6 92.4 100.0 100.0 98.8 WINDOW COMPARATIVE ANALYSIS CHART FOR 3/18" ANN. INSULATED Window Size FIN FRAME DESIGN LOAD HEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY -(PFS) wcn98 INCHES ANCHORS SPACING BM POSITIVE NEGATIVE 24 38 19 6 100.0 100.0 36 36 28 5 100.0 100.0 48 36 33 5 90.5 90.5 60 38 37 5 80.8 80.8 72 36 39 5 70.8 70.8 84 38 37 6 58.0 58.0 96 36 38 6 50.9 50.9 WINDOW COMPARATIVE ANALYSIS CHART FOR 3/18" ANN. INSULATED Window Size FIN FRAME HEIGHT INCHES WIDTH INCHES QTY OF ANCHORS AVG. ANCHOR SPACING pM DESIGN LOAD CAPACITY . (PFS) P091TIVE NEGATIVE 24 72 37 5 100.0 100.0 38 72 38 5 70.8 70.8 48 72 47 5 63.7 63.7 60 72 72 72 105 36 120 36 132 36 144 36 148 38 158 38 24 48 38 48 48 48 60 48 72 48 84 48 88 108 120 132 144 148 48 48 48 48 48 48 25 33 42 43 47 5 5 4 5 5 100.0 80.5 84.9 70.7 63.7 84 72 98 72 108 72 120 72 132 72 144 72 148 72 158 72 24 84 43 5 99.0 99.0 36 84 37 6 58.0 58.0 48 84 60 84 72 84 98 84 84 84 108 84 120 84 132 84 144 148 84 84 158 24 38 48 48 60 60 60 31 37 43 5 5 5 100.0 80.8 70.7 100.0 80.8 70.7 156 84 19.125 28 11 8 100.0 100.0 60 30 35 5 90.5 90.5 80 60 52 4 87.9 67.9 60.000' WINDOW WIDTH 57.126' 72 84 98 108 120 132 144 148 156 30 30 30 30 30 30 30 30 30 37 39 42 45 48 5 5 8 6 80.9 72.8 68.7 65.2 63.1 80.9 72.8 68.7 65.2 63.1 72 60 26.5 28 15 7 100.0 100.0 37 28 21 6 100.0 100.0 53.125 28 30 5 100.0 100.0 19.125 38.375 16 7 100.0 100.0 84 80 28.5 38.375 22 5 100.0 100.0 96 60 108 80 120 60 132 80 144 80 148 60 158 80 37 38.375 30 5 100.0 100.0 53.125 38.375 36 5 83.1 83.1 19.125 50.825 21 6 100.0 100.0 26.5 50.625 29 5 100.0 100.0 37 50.825 35 5 88.8 86.8 53.125 19.126 26.5 50.625 68 58 44 24 33 4 6 5 76.9 100.0 98.6 76.9 100.0 99.8 0 O 0 L7 a fl _ J a D.L. OPG. LT, { • ........ _ 6-I MAX. TYP. AT CORNERS 12 MAX. - TYP. 3/16" ANN. INSULATED TYPICAL ELEVATION TESTED UNIT TYPICAL ELEVATION TESTED UNIT { WINDOW FRAME SIZE NOTE: 1. THE VINDDV SIZE SHIM ON CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION 2. ADD 1 1 /8" TO THE FLANGE WINDOW SIZE 113 DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 6" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. - UNIT PERFORMANCE DATA REPORT #P11-31322 . - TEST SIZE 90" wide X 60" hi ( 0 ) DESIGN LOADS +67.90. -67.90 PSF ( PA -202 ) _STRUCTURAL TEST LOAD = +101.9. -101.9 PSF WATER INFILTRATION TEST = 18.0 PSF ® #FTL -3619 DAYLIGHT OPENING = 57 1/8" wide X 57 1/8" hi TESTED GLASS ® 3/16" ANNEALED was DOUBLE GLAZED INSULATED 37 58 37 5 80.8 80.5 63.125 58 46 4 70.7 70.7 19.126 83 28 8 100.0 100.0 26.5 63 35 5 97.3 97.3 37 83 39 5 77.9 77.9 53.125 83 47 4 66.3 66.3 19.125 74.25 30 8 100.0 100.0 28.5 74.25 39 5 93.6 93.6 37 74.25 40 5 68.3 88.3 53.126 74.25 THOMAS J. SOTOS PROFESSIONAL ENGINEER FL LI . 50225 DATE_KOY_ 2009 Revision Nolen B - REVISED AS PER 9004 FBC REDUIREMENTS C- ADDED NEV GLASS TYPE (SHEET 112) AND REVISED AS PER 2007 PBC REEIIRENENTS LA WS N (IND'LJSTRIES, INC.) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696 -6660 MANUFACTURER 0P QUALITY AWYWNUM IINDOI8 AND CLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS Ai°°° 50 Nelson Erns, 08/14/2000 Rrelyerk D"'"R es` Larry Magee W12 20/2002 FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 8/8° INSULATED ANNEALED GLASS SAS NOTED XU. ?bonbons 0 1-4000/800041 R `"'" "v.° C Ease! 70 /72 E0 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESNE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND 6" ANNEALED FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND kl or MEWLED GLAZING DETAIL WINDOW COMPARATIVE ANALYSIS CHART FOR 3/18" ANNEALED Window Size FIN FRAME DESIGN LOAD HEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY • (PFS) INCHES INCHES ANCHORS SPACING (IN) POSITIVE 24 18 10 8 100.0 38 18 13 8 95.1 48 18 16 8 87.8 60 18 20 7 83.9 72 18 23 7 81.5 84 18 28 7 79.9 98 18 29 7 78.7 108 18 32 7 77.8 12D 18 36 7 77.1 132 18 I: .�.., . 144 18 148 18 156 18 24 24 NEGATIVE 100.0 95.1 87.8 83.9 81.5 79.9 78.7 77.8 77.1 • WINDOW COMPARATIVE ANALYSIS CHART FOR 3/18" ANNEALED Window Size FIN FRAME HEIGHT INCHES WIDTH INCHES QTY OF ANCHORS AVG. ANCHOR SPACING (INI DESIGN LOAD CAPACITY -(PFS) POSITIVE NEGATIVE 24 36 15 8 80.3 80.3 38 38 20 7 71.3 71.3 48 36 21 8 57.1 57.1 60 38 23 8 50.0 50.0 WINDOW COMPARATIVE ANALYSIS CHART FOR 3/18" ANNEALED Window Size FIN FRAME HEIGHT INCHES WIDTH INCHES QTY OF ANCHORS AVG. ANCHOR SPACING QM DESIGN LOAD CAPACITY - PFS) POSITIVE NEGATIVE 24 72 24 8 64.2 64.2 36 72 45 72 60 72 72 36 84 38 96 36 108 38 120 36 132 38 144 36 148 36 13 7 100.0 100.0 156 38 24 48 18 8 71.3 71.3 38 48 60 72 84 96 108 120 132 144 148 156 24 24 24 24 24 24 24 24 24 24 24 24 15 18 21 24 27 30 8 8 8 8 8 80.3 71.3 68.9 64.2 62.4 61.0 80.3 71.3 66.9 84.2 62.4 61.0 36 48 21 8 57.1 57.1 48 48 26 7 53.5 53.5 60 48 72 48 84 48 98 48 108 48 120 48 132 48 144 48 148 48 158 48 48.000' WINDOW WIDTH 45.126' 24 36 48 60 72 84 96 108 120 132 144 148 158 30 30 30 30 30 30 30 30 30 30 30 30 30 14 17 19 21 21 7 7 8 8 9 89.2 73.4 62.3 54.1 45.0 89.2 73.4 62.3 54.1 45.0 24 60 21 8 66.9 66.9 36 80 23 8 50.0 50.0 48 60 60 80 72 60 84 60 98 60 108 60 72 72 84 72 98 72 108 72 120 72 132 72 144 72 148 72 156 72 24 84 27 8 82.4 82.4 38 84 48 84 60 84 72 84 84 84 98 84 108 84 120 84 132 84 144 84 148 84 156 84 19.125 28 11 8 100.0 100.0 26.5 26 15 7 98.9 98.9 37 28 16 7 76.1 76.1 53.125 26 20 7 65.4 85.4 19.125 38.375 14 8 89.4 89.4 28.5 38.375 16 8 74.0 74.0 37 38.375 21 7 87.0 67.0 53.125 38.375 23 7 52.4 52.4 120 60 132 60 144 80 148 60 156 60 19.125 50.625 17 8 82.8 82.8 26.5 50.825 19 8 65.6 65.6 37 50.625 22 7 54.7 54.7 53.125 50.625 19.125 58 19 8 80.4 80.4 26.5 58 21 8 62.8 62.8 6-�MAX. TYP. AT CORNERS 12 TYPICAL ELEVATION TESTED UNIT MAX. TYP. WINDOW FRAME SIZE NOTE: 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER. AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. UNIT PERFORMANCE DATA REPORT #F71. -3823 TEST SIZE 48" wide X 48" hi ( 0 ) DESIGN LOADS = +53.50. -53.50 PSF ( PA -202 ) STRUCTURAL TEST LOAD = +80.3. -80.3 PSF WATER INFILTRATION TEST = 18.0 PSF 8F #FTL -3619 DAYLIGHT OPENING = 45 1/8" wide X 45 1/8" hi TESTED GLASS = 3/16" ANNEALED GLASS 37 58 24 7 61.0 51.0 53.125 58 19.126 83 21 7 79.2 79.2 28.5 63 22 8 59.9 59.9 37 83 53.125 83 18.125 74.25 24 7 77.1 77.1 26.5 74.25 23 8 54.5 54.5 37 74.25 53.125 74.25 Revision Notes: - REVISED AS PER 9024 FM REQUIREMENTS C- ADDED NEV GLASS TYPE (SHEET 8127 AND REVISED AS PER 2007 F8C REQUIREMENTS LAWSON (INDiTSTFR:IMS. /NC.) 8501 NW 90th S1. MEDLEY. FLORIDA 33166 (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND WASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS •ir1i6 �" Nelaon Eraao Dab ReAad+ 08/14/2009 °rm9` BIP Larry Magee "12/20/2002 FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 3/18" ANNEALED GLASS SAS NOTED RAJ. gumbo, Drawing L- 4000/6000.01 IRS urea C ISM" R of IS (INT7'C.78•RT3B. Tr.C. ) GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND N. INSULATED 540' MN. GLASS BITE FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEODING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND INSULATED GLAZING DETAIL 0' MIN. ASS BITE 48.000' HEIGHT INCHES WIDTH INCHES QTY OF ANCHORS AVG. ANCHOR SPACING DESIGN LOAD CAPACITY - (PFS) 0E=0' 0 000■ 00®© 0000 ®0 NMI MM=MEAEINI 0000 80.8 100.0 100.0 96.0 99.0 98 18 29 7 79.4 79.4 WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" ANN. INSULATED WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" ANN. INSULATED Window Size HEIGHT INCHES 24 WIDTH INCHES 36 QTY OF ANCHORS 15 AVG. ANCHOR SPACING 8M 8 DESIGN LOAD CAPACITY - (PFS) POSITIVE 81.0 NEGATIVE 81.0 MECOMMIECIIIMEIL 00®0MNIMV:=1 IMENIIMEMOSSMIENINIMINIE1=U 96 36 108 18 33 7 78.5 78.5 MEMMEIMI 00 IMAM =UM" MEMMEMMEIENIMEMINE MIMMI0® 0MELIM® ® ®® 0� ®0 00 ®0 0m••11151=NEWIM 000' 0IIMEILUMMMMI 100.0 100.0 24 21 10 47.8 47.8 108 132 38 38 144 38 MEM0 ® ®® 0 00®' ME NIELM000MEMIONIMME 00 ®0 ©=MIM 80 48 72 48 24 23 10 45.5 45.5 M• E= NW= NOME MIME MIMI= ®0 ® ®11111WEIE M• E00MNIii■ 00 ®0MVEMIIMMOM 000© 90.0 90.0 72 30 21 45.2 45.2 84 98 108 120 48 48 48 48 132 48 144 48 0 ®® 000 ®® =EMI 0MENINE ®MENNIME 84 108 30 0•11•=1111111111EIMMIIIIIIMINIMM 30 120 30 148 30 158 30 60 72 84 96 108 120 132 144 60 80 60 80 60 60 Window Size FIN FRAME DESIGN LOAD CAPACITY (PM) HEIGHT INCHES 24 WIDTH INCHES 72 38 72 48 72 80 72 72 72 84 72 98 72 108 72 120 72 132 72 144 72 148 72 156 72 OTY OF ANCHORS 20 AVG. ANCHOR SPACING OM 9 24 84 21 10 38 84 48 84 60 84 72 84 96 108 120 132 144 148 158 19.125 28.5 37 53.125 19.125 OEM= mom 37 53.125 19.125 84 84 84 84 84 84 84 84 84 28 28 26 28 38.375 38.375 38.375 38.375 50.825 18 21 23 18 8 7 7 7 74.7 87.6 52.9 83.5 80 80 148 80 158 80 28.6 50.825 19 8 66.2 37 50.825 22 7 55.2 100.0 97.8 78.8 68.0 90.3 74.7 67.8 52.9 83.5 68.2 55.2 53.125 50.625 19.125 58 19 8 81.1 81.1 28.5 58 21 63.3 83.3 6'MAX. TYP. AT CORNERS 12 TYPICAL ELEVATION TESTED UNIT MAX. TYP. WINDOW FRAME SIZE NOTE I. THE WINDOW SIZE SHOWN DV CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL 0114ENSION. FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. UNIT PERFORMANCE DATA REPORT #F1L -3825 TEST SIZE = 48" wide X 48" hi ( 0 ) DESIGN LOADS = +54.00. -54.00 PSF (PA -202) STRUCTURAL TEST LOAD = +81.00. -81.00 PSF WATER INFILTRATION TEST = 18.0 PSF ® #FTL -3619 DAYLIGHT OPENING = 45 1/8" wide X 45 1/8" hi TESTED GLASS = 1/8" ANNEALED GLASS DOUBT E GLAZED INSULATED PRODUCT �D as eampdila Y2 Merilb D Cedp Anew/ of Expiration Dale Wan P edrd C 37 58 24 7 51.4 51.4 53.125 58 19.125 63 21 7 79.9 79.9 28.5 83 20 55.0 55.0 37 63 53.125 53 19.125 74.25 26.5 74.25 37 74.25 24 7 77.8 77.8 19 10 45.5 45.5 63.125 74.25 Revision Nolen 8 - REVISED AS PER 2004 FRC REQUIREMENTS C- AO NEW GLASS TYPE (SHEET 912) AN0 REVISED AS PER 2007 FRC REDUIREMENTS AWS Y S 1 `9 8501 NW 90th 54 MEDLEY. FLORIDA 33166 (305) 696 -8660 MAVOPACTURRR OF 90ALFP7 ALUMINUM WPM AND GLASS DOORS SERIES: 4000 6000 ALUMINUM FIXED WINDOWS e.m.A al, Nelson Eraeo Damn eIF Larry Magee. Dub 08DD./14/2009 14c X12 /20 /2002 FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 0/2" INSULATED ANNEALED GLASS swww NOTED R. Kaxe: D L L- 4000/8000.01 IR.a.a. L...A C IMentr 9 eJ r9 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND ANNEALED FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR AOHESIVE BEDDING COMPOUND 0'* GLAZING DETAIL WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" ANNEALED MONO Window Size FIN FRAME DESIGN LOAD CAPACITY - (PFS) HEIGHT INCHES WIDTH INCISE; OTT OF ANCHORS AVG.ANCHOR BPACINGOM POSITIVE NEGATIVE 24 18 10 8 64.0 84.0 38 18 13 8 63.3 53.3 48 18 16 8 49.2 49.2 60 18 20 7 47.1 47.1 72 18 23 7 45.7 45.7 84 18 28 7 44.8 44.8 96 18 29 7 44.1 44.1 108 18 32 7 43.8 43.6 120 18 36 7 43.2 43.2 132 18 144 18 ... 148 18 158 18 24 24 13 7 80.0 80.0 36 24 15 8 45.0 45.0 48 24 18 8 40.0 40.0 60 24 21 8 34.8 34.8 72 24 24 8 29.1 29.1 84 24 27 8 26.8 28.8 98 24 30 8 25.3 25.3 108 24 120 24 132 24 144 24 148 24 156 24 24 30 14 7 50.0 50.0 38 30 17 7 41.1 41.1 48 30 19 8 34.9 34.9 80 30 21 8 32.0 32.0 72 30 21 9 25.1 25.1 84 30 -. -- - 98 30 108 30 .. .. _ 120 30 .. - _. .. 132 30 ... .. 144 30 .. ... ... .;. _ .._ ... ..... .. 148 30 158 30 .. ... ..... .... WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8° ANNEALED MONO Window Size FIN FRAME HEIGHT INCHES WIDTH INCHES OTY OF ANCHORS AVG. ANCHOR SPACING OM DESIGN LOAD CAPACITY - (PFS) POSITIVE NEGATIVE 24 36 15 8 45.0 45.0 38 38 20 7 40.0 40.0 48 36 21 8 32.0 32.0 80 38 23 8 28.6 28.6 WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" ANNEALED MONO Window Size FIN FRAME HEIGHT INCHES WIDTH QTY OF INCHES ANCHORS AVG. ANCHOR SPACING OM DESIGN LOAD CAPACITY (PFS) POSITIVE NEGATIVE 24 72 24 8 29.1 29.1 38 72 48 72 60 72 72 36 84 38 98 108 36 120 132 36 144 38 148 36 158 36 24 48 18 8 40.0 40.0 38 48 21 8 32.0 32.0 48 48 26 7 30.0 30.0 60 48 72 48 84 48 98 48 108 48 120 48 132 48 144 48 148 48 158 48 24 80 21 8 34.8 34.8 38 60 23 8 28.6 28.6 48 80 60 60 72 60 84 60 98 60 108 60 120 80 132 60 144 60 148 60 156 60 72 72 84 72 98 72 108 72 120 72 132 72 144 72 148 72 156 72 24 84 27 8 28.8 28.8 38 84 48 84 80 84 72 84 84 84 98 84 108 84 120 84 132 84 144 84 148 84 158 84 19.125 26 11 8 59.5 59.5 26.5 28 15 7 54.4 54.4 37 26 16 7 42.7 42.7 53.125 28 20 7 36.7 36.7 19.125 38.375 14 8 50.1 50.1 28.5 38.375 16 8 41.5 41.5 37 38.375 21 7 37.6 37.6 53.125 38.375 23 7 29.4 29.4 19.125 50.625 17 8 48.4 46.4 28.5 50.825 19 8 36.8 38.8 37 50.825 22 7 30.7 30.7 53.125 50.625 19.125 58 19 8 45.1 45.1 28.5 58 21 8 35.1 35.1 48.000' WINDOW WIDTH 45.126' 1 ? .ono' D.L. OPG. TYP. 0 / 1/8" ANNEALED MONO z L7 ; :D o. fU C] R• II II TYPICAL ELEVATION TESTED UNIT WINDOW F M 1 NOTE: 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE FLANGE VINDITV EXTERIOR OVERALL DIMENSION. 2. ADD I I /8- TO THE FLANGE VINDOV SIZE TO DETERMINE THE FIN %/INDOV EXTERIOR OVERALL DIMENSION. MAX. TYP. AT CORNERS FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER, © AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS 72-i MAX. TABULATED ABOVE. TYP. UNIT PERFORMANCE DATA REPORT #FTL-3824 TEST SIZE = 48" wide X 48" hi ( 0 ) DESIGN LOADS = +30.00. -30.00 PSF ( PA -202 ) STRUCTURAL TEST LOAD = +45.00, -45.00 PSF WATER INFILTRATION TEST o 18.0 PSF ® #FTL -3619 DAYLIGHT OPENING = 45 1/8" wide X 45 1 /8" hi TESTED GLASS 1/8" ANNEALED GLAS$ 4Gf'L' ii 37 58 24 7 28.6 28.6 63.126 58 19.125 63 21 7 44.4 44.4 28.5 83 22 8 30.5 30.5 37 63.126 83 83 19.126 74.26 24 7 43.2 43.2 28.5 74.25 23 8 25.3 25.3 37 74.25 53.125 74.25 Revision Notes. B - REVISED AS PER 2004 FBC REQUIREMENTS C- ADDED NEV GLASS TYPE (SHEET 112) AND REVISED AS PER 9007 FRC REQUIREMENTS S N (INL:a -7 IES, INC.) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8660 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS A"'" Be " Nelson Eras* ". Amin* 2009 A'.° OV Larry Magee 12/w/2002 FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 1/8" ANNEALED GLASS Seater AS NOTED R"A /bombs, IDmelsg LL- 4/8000.01 I r.".a C IRa.e 20 oI 12 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND n � i6" TEMPERED ' { FIN FRAME GLAZING DETAIL GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND GLAZING DETAIL PERED WINDOW COMPARATIVE ANALYSIS CHART FOR 3118" TEMPERED Window Size FIN FRAME DESIGN LOAD • (PFS) HEIGHT INCHES WIDTH INCHES CITY OF ANCHORS AVG. ANCHOR SPACING ON CAPACITY POSITIVE NEGATIVE 24 18 10 8 100.0 100.0 36 18 14 7 100.0 100.0 48 18 19 8 100.0 100.0 60 18 23 6 100.0 100.0 72 18 28 6 100.0 100.0 84 18 32 6 100.0 100.0 98 18 37 6 100.0 100.0 108 18 41 6 100.0 100.0 120 18 48 8 100.0 100.0 132 18 50 8 100.0 100.0 144 18 55 5 100.0 100.0 148 18 57 5 100.0 100.0 158 18 60 5 100.0 100.0 24 24 13 7 100.0 100.0 38 24 19 6 100.0 100.0 48 24 25_ 5 100.0 100.0 60 24 31 5 100.0 100.0 72 24 37 5 100.0 100.0 84 24 43 5 100.0 100.0 98 24 49 4 100.0 100.0 108 24 55 4 100.0 100.0 120 24 61 4 100.0 100.0 132 24 67 4 100.0 100.0 144 24 73 4 100.0 100.0 148 24 75 4 100.0 100.0 158 24 ,... ... .. . ,,.. 132 24 30 18 8 100.0 100.0 38 30 23 5 100.0 100.0 48 30 31 5 100.0 100.0 60 30 38 4 100.0 100.0 72 30 46 4 100.0 100.0 84 30 54 4 100.0 100.0 98 30 61 4 100.0 100.0 108 30 89 4 100.0 100.0 120 30 76 3 100.0 100.0 132 30 38.375 16 .., 144 30 26.5 38.375 - .... 148 30 100.0 37 38.375 30 158 30 100.0 100.0 53.125 38.375 WINDOW COMPARATIVE ANALYSIS CHART FOR 3118" TEMPERED Window Size FIN FRAME HEIGHT INCHES WIDTH INCHES QTY OF ANCHORS AVG. ANCHOR SPACING OM DESIGN LOAD CAPACITY - (PFS) POSITIVE NEGATIVE 24 38 19 6 100.0 100.0 36 36 28 5 100.0 100.0 45 38 37 4 100.0 100.0 60 38 46 4 100.0 100.0 72 36 55 3 100.0 100.0 84 36 64 3 100.0 100.0 96 38 73 3 100.0 100.0 108 36 120 36 132 38 144 38 148 38 158 36 24 48 25 5 100.0 100.0 36 48 37 4 100.0 100.0 48 4£ 3 100.0 100.0 60 48 81 3 100.0 100.0 72 48 73 3 100.0 100.0 84 48 98 48 108 48 120 48 132 48 144 48 148 48 158 48 24 80 31 5 100.0 100.0 36 60 46 4 100.0 100.0 48 60 61 3 100.0 100.0 60 80 76 3 100.0 100.0 72 60 84 60 96 60 108 60 120 80 132 80 144 60 148 60 156 60 1MAX. TYP. AT CORNERS TYPICAL ELEVATION TESTED UNIT MAX. TYP. WINDOW FRAME SIZE NOTE: I. THE WINDOW SIZE SHDVN ON CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8" TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. UNIT PERFORMANCE DATA REPORT /FTL -3828 TEST SIZE = 60° wide X 60° hi ( 0 ) DESIGN LOADS = +151.00. - 151.00 PSF (PA -202) STRUCTURAL TEST LOAD = +226.50. - 226.50 PSF WATER INFILTRATION TEST = 18.0 PSF 0 #FTL -3619 DAYLIGHT OPENING = 57 1/8" wide X 57 1 /8" hi TESTED GLASS = .341.6:jEgaREIsLass NOV 1 DATE-__ WINDOW COMPARATIVE ANALYSIS CHART FOR 3118" TEMPERED Window Size FIN FRAME DESIGN LOAD - (PFS) HEIGHT INCHES WIDTH INCHES QTY OF ANCHORS AVG. ANCHOR SPACING (IN) CAPACITY POSITIVE NEGATIVE 24 72 37 5 100.0 100.0 36 72 55 3 100.0 100.0 48 72 73 3 100.0 100.0 60 72 72 72 84 72 96 72 .. .. ,. 108 72 120 72 132 72 144 72 148 72.. 156 72 24 84 43 5 100.0 100.0 36 84 64 3 100.0 100.0 48 84 . ..,_.; .: .. 60 84 72 84 84 84 ... 96 84 108 84 �.... 120 84 .- . ,... ... .. . ,,.. 132 84 144 84 148 84 :. .. 158 84 19.125 26 11 8 100.0 100.0 26.5 26 15 7 100.0 100.0 37 26 21 6 100.0 100.0 53.125 26 30 5 100.0 100.0 19.125 38.375 16 7 100.0 100.0 26.5 38.375 22 5 100.0 100.0 37 38.375 30 5 100.0 100.0 53.125 38.375 43 4 100.0 100.0 19.125 50.625 21 6 100.0 100.0 28.5 50.625 29 5 100.0 100.0 37 50.625 40 4 100.0 100.0 53.125 50.625 57 3 100.0 100.0 19.125 58 24 6 100.0 100.0 26.5 58 33 5 100.0 100.0 37 58 46 4 100.0 100.0 53.125 58 65 3 100.0 100.0 19.125 63 26 6 100.0 100.0 26.5 63 36 4 100.0 100.0 37 63 50 4 100.0 100.0 53.125 63 71 3 100.0 100.0 19.125 74.25 30 6 100.0 100.0 28.5 74.25 42 4 100.0 100.0 37 74.25 58 3 100.0 100.0 53.125 74.25 ';• -- ' THOMAS .1. SOTOS P20FE8.410 - ENGINEER FL LI ') 65226 Revision Notes: B - REVISED AS PER 2004 FRC REQUIREMENTS C- ADDED NEV GLASS TYPE (SHEET q2) AND REVISED AS PER 2007 FSC REDUIRERENTS L WS # N (IN 07TJS'TRIES. IN' C. ) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696 -8660 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS ame.d DRt Nelson Erase Larry Magee Oat* lhotwar 08/14/41 � FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES D'12172.'0%2002 3/16" TEMPERED GLASS Sado 54 Moats,: Demur l4rneln: 6."b k"."1' 9AwA r ( of rs AS NOTED L-4000 /8000.01 I C W NOOW CONPARATNE ANALYSIS CHART FOR 8B" INSULATED TENPEf433 WNDOINCOMPARATIVE ANALYSIS CHART FOR 8111"INSULATED TEMPER D WNDW000NPARATIVE ANALYSIS CHART FOR stir INSULATB3 TEMPER GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND TEMP. MISUTATED 340• MIN GLASS BITE FIN FRAME GLAZING DETAIL, WIDTH HEIGHT INCHES NCI-ES RN FRAME EBY OF AVGANCHCR ANCHORS SPAMG(D4 DESIGN LOAD CAPACITY (PFS) POSITIVE NEGATIVE RN FRAME WITH HEIGHT NOES NO-ES 24 18 10 1010 103.0 24 QTYOF AVG ANCHOR ANCHORS SPAOFG BM 6 19 DESIGN LOAD CAPACITY•(PPS) POSITIVE NEGATIVE FIN FRAME WIDTH H51GiF INCHES NOES QTY OF AM ANWCR ANCHORS BPACIN622 DESIGN LOAD CAPACITY - (PPS) POSMVE NEGATIVE 100.0 100.0 24 72 37 100.0 38 18 14 7 1010 1010 36 38 28 5 1910 100.0 72 55 3 100.0 48 18 19 6 100.0 103.0 48 38 37 4 100.0 1030 48 72 73 3 60 18 23 6 100.0 100.0 60 36 46 4 100.0 100.0 72 91 2 72 18 28 1010 10.0 72 36 55 3 1010 100.0 72 72 110 2 84 18 32 6 1000 103.0 84 38 84 3 1000 103.0 84 72 117 2 91.9 91.9 96 18 37 6 100.0 100.0 96 38 73 3 1010 107.0 72 123 2 84.0 108 18 41 6 1000 107.0 108 38 82 3 100.0 1030 118 72 120 18 48 8 100.0 103.0 120 38 91 3 100.0 10.7.0 72 132 18 50 8 1000 100.0 132 36 100 3 100.0 1010 72 144 18 55 5 100.0 103.0 144 36 110 3 100.0 107.0 144 72 148 18 57 5 1010 100.0 148 38 113 3 1030 103.0 148 72 168 18 60 5 100.0 100.0 156 36 119 3 160.0 103.0 72 24 24 13 7 100.0 100.0 24 48 25 5 100.0 107.0 24 84 43 38 24 19 1000 107.0 38 48 37 4 100.0 1030 38 84 64 3 OPTIONAL GLAZING CHANNEL ADHERED WITH CLEAR ADHESIVE BE001NG COMPOUND CLEAR ADHESIVE BEDDING COMPOUND d1lI . INSULATED D HIN ASS HITE FLANGE FRAME GLAZING DETAIL 48 24 25 5 100.0 103.0 48. 48 49 3 1010 10).0 48 84 85 3 60 24 31 5 100.0 103.0 60 48 81 3 100.0 100.0 60 84 104 2 98.0 72 24 37 5 103.0 103.0 72 48 73 3 103.0 100.0 72 84 117 2 91.9 84 24 43 5 100.0 103.0 84 48 85 3 1000 100.0 84 84 134 2 96 24 49 4 100.0 100.0 48 97 2 1000 100.0 84 108 24 55 4 1010 103.0 108 48 110 2 1000 103.0 84 120 24 81 4 1010 103.0 120 48 120 2 934 98.4 123 84 132 24 67 4 1000 103.0 132 48 129 2 983 983 132 ea 144 24 73 4 100.0 103.0 144 48 138 2 94.5 94.5 144 84 148 24 75 4 1000 100.0 148 48 141 2 94.0 94.0 148 84 158 24 79 4 103.0 100.0 158 84 24 30 16 6 100.0 100.0 24 60 31 5 1000 100 19.125 11 8 36 30 23 5 103.0 103.0 36 60 48 4 1000 103.0 28 15 7 48 30 31 5 1000 1000 48 81 3 100.0 103.0 37 21 60 30 38 4 100.0 103.0 60 60 76 3 100.0 103.0 53.125 30 5 72 30 48 4 1000 100.0 72 60 91 2 100.0 103.0 _ 19.125 38.375 16 7 10110 84 30 54 4 1030 103.0 84 60 104 2 98.0 98.0 255 38.375 22 SO 30 81 4 100.0 103.0 98 112 2 91.6 91.8 37 38.375 30 WOO 108 120 30 69 4 1000 103.0 30 76 3 100.0 100.0 103 120 W 50 119 87.2 87.2 53.125 38.375 19.125 50.B25 43 21 84.000' WIN SUIT WIDTH 132 30 84 3 100.0 103.0 132 60 255 50.M.5 29 5 144 30 91 3 103.0 100.0 144 ED 37 50.625 40 4 148 30 94 3 100.0 103.0 148 60 S3.125 50.825 57 3 156 30 99 3 103.0 103.0 158 60 19.125 58 24 6 58 33 5 O v 1 L7 - o J LA O D.L. OPG. A 1 1 1 -J 1 3/16" TEMP. INSULATED TYPICAL ELEVATION TESTED UNIT I I I 1 TYPICAL ELEVATION TESTED UNIT TJMAX. TYP. AT CORNERS - 12 MAX. TYP. WINDOW FRAME SIZE NOTE: 1. THE MINDEN SIZE SHOVN ON CHARTS ARE FOR THE FLANGE VINDOV EXTERIOR OVERALL DIMENSION 2. ADD 1 I /8" TO THE FLANGE VINDOM SIZE TO DETERMINE 714E FIN VINDOV EXTERIOR OVERALL DIMENSION. FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 8" FROM EACH CORNER, AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TABULATED ABOVE. - UNIT PERFORMANCE DATA REPORT pen /I 09 -2604 TEST SIZE = 84" wide X 84" hi ( 0 ) DESIGN LOADS = +90.00, -90.00 PSF ( PA -202 ) - STRUCTURAL TEST LOAD +135.00, - 135.00 PSF WATER INFILTRATION TEST = 18.0 PSF 6+ ®FTL -3819 DAYLIGHT OPENING = 81 1/8" wide X 81 1 /8" hi TESTED GLASS = 3/16" TEMPERED GLASS DOUBLE GLAZED INSULATED 37 58 48 4 53.125 58 65 3 19.125 63 26 6 63 38 4 37 63 50 4 53.125 63 71 3 19.128 74.25 6 28.5 74.25 42 4 37 74.25 58 3 53.125 74.25 84 3 TRO PROFESSI FL 1. BOZOS NAL ENGINEER / 89888 DATE NO 10 2009 Revision Notes: C- ADDED NEV GLASS TYPE (MET AIN AND REVISED AS PER 2007 FRC REQUIREMENTS LAWS N 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696-8660 IANUFACTIMER OF WIAL111 ALIMONY INNOOWS AND GLASS BOORS SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS R"6" BP Nelson Ham 08/144/2009 Dane" ep Nelson Erazo 08/148809 SAS NOTED FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES 5/8" INSULATED TEMPERED GLASS I D.••••• Ihrodan !Serbian Gnat, 'Shook L-4000/6000.01 1 c of 12 JOB NAME : PROJECT : JUAN CARLOS BOYADJIAN r' rr, 717) PET nr7pT EECT 0 CCMPIIAFICE AI 11-1 All FEIJEP,AL ADDRESS: 9153 NW 1ST. AVENUE MIAMI SHORES, FLORIDA 33150 EXISTING 4 "X4" O DIA.STEEL COLUMN LEFT NO PART OF THI, PERMIT EGRESS BATHROOM KITCHEN REAR NOT PART OF THIS PERMIT 1 "X3" LAWSON ALUMINUM MULLION NOA# 06- 0620,18 GARAGE DINING LIVING ROOM NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT XISTING 3" DIA. STEEL COLUMN RIGHT EGRESS BEDROOM BATHROOM BEDROOM EGRESS FLOOR PLAN FRONT SCALE : 1/8 " -1' 56' -9" 4' -8" NOTE : DIMENSIONS SHOWN ARE NOMINAL, GLAZING CONTRACTOR TO OBTAIN FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE : MEAN ROOF HEIGHT : 12' -9" ROOF TYPE : 3:12 EXISTING 4 "X4" DIA.STEEL COLUMN JCS ARCHITECT, Inc. JUAN C. DAVID AR- 00015344 AA -26001 560. 1385 Coral Way, Suite 407 Miami, Florida 33145 Phone: (305) 285 -4343 Fax (305) 285 -4330 Revisions CUSTOMER : FOSTER WINDOWS & SHUTTERS PROJECT : JUAN CARLOS BOYADJIAN :9153 NW 1ST. AVENUE 2 0 V 0 J MIAMI SHORES, FL 33150 WINCAD GROUP, INC. 715 NE 79 STREET MIAMI, FLORIDA. 33138 PHONE : (786)256 -0428 FAX : (305)754 -0341 DATE: 03.16.12 SCALE: 1/8"-1' DWG. BY : E.P. JOB # :12 -018 Sheet No. 1 OF 3 3" LAWSON MINUM MUWON NOA# 10- 0610.02 1 "X3" LAWSON 1 "X3" LAWSON ALUMINUM MUWON ALUMINUM MUWON NOA# 10- 0610.02 NOA# 10- 0610.02 orn CM= OEM EICI NOT PART OF THIS PERMIT -- 0--- -0- - -�-r WEST ELEVATION(FRONT) SCALE : 1/8 " =1' -0 or I N A -37" X 63" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (N.I.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +70.0 psf / -92.1 psf. SITE PRESSURE : +46.5 psf / -50.4 psf. NOT PART OF THIS PERMIT B -74 1/2" X 63" LAWSON SERIES "4000/6000" ALUMINUM FIXED WINDOW -(NJ.) N.O.A. 09- 0825.09 EXPIRATION DATE : 05/08/2013 GLASS TYPE: 1/4" TEMPERED, FLANGE FRAME GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +100.0 psf / -100.0 psf. SITE PRESSURE : +46.5 pef / -50.4 psf. NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING 1 "X3 "X63" ALUMINUM MUWON BY LAWSON INDUSTRIES. N.O.A. : 10- 0610.02 , EXPIRATION DATE ; 05/30/2012 DESIGN PRESSURE : +91.3 pef / -91.3 psf (STEEL REINF.) SITE PRESSURE : +46.5 psf / -50.4 paf. SOUTH ELEVATION(RIGHT) SCALE : 1/6"=1.'•-0" E -74" X 50 1/2" (X0) LAWSON SERIES "8500" ALUMINUM HORIZONTAL SLIDING WINDOW (N.I.) N.O.A. 10- 1025.04 EXPIRATION DATE : 01/16/2016 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W/HEAVY DUTY MEETING RAIL & STANDARD SILL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +60.0 psf / -63.6 psf. SITE PRESSURE : +46.5 psf / -62.2 psf. C -36 1/2" X 37 3/4" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (N.I.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" TEMPERED FLANGE FRAME W /HEAVY DUTY MEETING RAIL GLASS (OBSCURE) , FRAME (WHITE) DESIGN PRESSURE : +70.0 pef / -100.0 psf. SITE PRESSURE : +46.5 psf / -50.4 psf. D -(2) 37" X 38" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (NA.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01 /2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +70.0 psf / -100.0 psf. SITE PRESSURE : +46.5 psf / -62.2 psf. NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING 1 "X3 "X38" ALUMINUM MUWON BY LAWSON INDUSTRIES. N.O.A. : 10- 0610.02 , EXPIRATION DATE ; 05/30/2012 DESIGN PRESSURE : +150.0 pef / -150.0 psf SITE PRESSURE : +48.5 psf / -82.2 psf. F- 37" X 50 1/2" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (N.I.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +70.0 pef / -100.0 psf. SITE PRESSURE : +46.5 pet / -62.2 psf. I- 37" X 63" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (N.I.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +70.0 psf / -92.1 psf. SITE PRESSURE : +46.5 psf / -62.2 psf. JCL) ARCHITE , Inc. JUAN C. DAVID AR- 00015344 AA- 28001880. 1385 Coral Way, Suite 407 Miami, Florida 33145 Phone: (305) 285 -4343 Fax: (305) 285 -4330 Revisions CUSTOMER : FOSTER WINDOWS & SHUTTERS PROJECT : JUAN CARLOS BOYADJIAN :9153 NW 1ST. AVENUE Z 0 O MIAMI SHORES, FL 33150 WINCAD GROUP, INC. 715 NE 79 STREET MIAMI, FLORIDA. 33138 PHONE : (786)256 -0428 FAX : (305)754 -0341 DATE: 03.16.12 SCALE: 1/8"-1' DWG. BY : E.P. JOB # :12 -018 Sheet No. 2OF3 NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT 0 SIM EGRESS EAST ELEVATION(REAR) SCALE : 1/8 " =1i -0 J -74" X 38" (X0) LAWSON SERIES "8500" ALUMINUM HORIZONTAL SLIDING WINDOW (N.I.) N.O.A. 10- 1025.04 EXPIRATION DATE : 01/16/2016 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL & STANDARD SILL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +60.0 psf / -76.0 psf. SITE PRESSURE : +46.5 psf / -62.2 psf. o� F- 37" X 50 1/2" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (N.I.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +70.0 psf / -100.0 psf. SITE PRESSURE : +46.5 psf / -62.2 psf. 1 "X3" LAWSON ALUMINUM MULLION NOA# 10- 0610.02 ~044 NOT PART OF THIS PERMIT NORTH ELEVATION(NORTH) SCALE : 1/8 " =1' -0 D -(2) 37" X 38" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (NJ.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +70.0 psf / -100.0 psf. SITE PRESSURE : +46.5 psf / -62.2 psf. NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING 1 "X3 "X38" ALUMINUM MULLION BY LAWSON INDUSTRIES. N.O.A. : 10- 0610.02 , EXPIRATION DATE ; 05/30/2012 DESIGN PRESSURE : +150.0 psf / -150.0 psf SITE PRESSURE : +46.5 psf / -82.2 paf. G -36 1/2" X 38" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (N.L) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" TEMPERED FLANGE FRAME W /HEAVY DUTY MEETING RAIL GLASS (OBSCURE) , FRAME (WHITE) DESIGN PRESSURE : +70.0 psf / -100.0 psf. SITE PRESSURE : +46.5 psf / -50.4 psf. H -36 1/4" X 37 1/4" LAWSON SERIES "7500" ALUMINUM SINGLE HUNG WINDOW (NJ.) N.O.A. 10- 0412.02 EXPIRATION DATE : 09/01/2015 GLASS TYPE: 3/16" ANNEALED FLANGE FRAME W /STANDARD MEETING RAIL GLASS (OBSCURE) , FRAME (WHITE) DESIGN PRESSURE : +70.0 pet / -100.0 paf. SITE PRESSURE : +46.5 paf / -50.4 psf. JCD ARCHITE c. JUAN C. DAVID AR- 00095344 AA-26001560. 1385 Coral Way, Suite 407 Miami, Florida 33145 Phone: (305) 285 -4343 Fax: (305) 285 -4330 Revisions CUSTOMER : FOSTER WINDOWS & SHUTTERS PROJECT : JUAN CARLOS BOYADJIAN LOCATION :9153 NW 1ST. AVENUE MIAMI SHORES, FL 33150 WINCAD GROUP, INC. 715 NE 79 STREET MIAMI, FLORIDA. 33138 PHONE : (786)256 -0428 FAX : (305)754 -0341 DATE: 03.16.12 SCALE: 1/8-1 ' DWG. BY : E.P. JOB # :12 -018 Sheet No. 30F3