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WS-10-2194Inspection Number: INSP- 154203 Permit Number: WS -12 -10 -2194 Scheduled Inspection Date: March 17, 2011 Inspector: Rodriguez, Jorge Owner: CONDO, SHORES PLAZA EAST Job Address: 725 NE 91 Street BLDG D Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: SOUTH FLORIDA IMPACT WINDOWS Building Department Comments INSTALLATION OF 24 WINDOWS AND 1 DOOR IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 16, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: (305)668 -8805 Page 6 of 15 ITEC�'URAL'ENDINEE141RE DDNB#UL'rANT 4A 33155 (786) 547 -9401 esuarez uarezeng_eon arezeng.com _. January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2 Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2193 715 NE 91 Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill/buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, PE License PE64759 Lp e 2c\ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be madeplabiairfaitytea0 property, and in accordance with Chapter 713, Florida Statutes, the follovkiftkrriiiOr is provided in this Notice of Commencement. By ��ii Spa a ab ; erved for use of recording office � NE � roperty and str t/address: � �` I St— %AM • efe5 �� al scriptior,,of f 2. Desc 'ption of improvement: 3. Owner(s) name and address: Orris Interest in property: Name and address of fee simple titleholder. 4. Contractor's. name, address and phone number Signature(s) of Ow c : w ut o z :ip Office Prepared By • • r ' cam. Print Name �'' f► 1tE ` Title /Office 123.01 -52 PAGE 3 3/10 Signature( Lqf Ow By Signature of Notary Public: Print Name: (SEAL) Individually, or as ` 14 for ❑ Personally known, or ❑ produced the following type of identification: VERIFICATION PURSUANT TO SECTIO 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. ,AD20 cis! &9.I of G a(�"rrs STATE OF FLOR A, COU is 14 OF DACE I HEREBY CERTIF ' 1h I i s�h •:r- y ni uriginsf rind in °� -y - c on G y of 11111111111111111 11111111111111111111 11111111 CF E 2010R0367944 OR BI: 27537 Ps 0053i' (1P-s)) RECORDED 12/29/2010 113'4 23 :4 HARVEY RUVIl4r CLERK. OF COURT MIAMI — CDADE COUNTY, FLORIDA LAST c=. Colin ' [ y?t VIE TRIS7,l 5. Surety: (Paymer.: bond required by owner from con ctor, 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(1)(a)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 713.13(1)(b), Florida Statutes. ��" Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. er(s) oy61wner(s)'s Authorized OJ • er/Director/Partner/Manager who rector/Partner /Man t" Prepared By a 9 r� Print Name CA T't-. Title /Office �l ..��_ mil. 3 STATE OF FLORIDA COUNTY OF MIAMI -DADE (� The foregoing instrument was acknowledged before me this I . day of Z" f'0 By ie+1Y P'' SYLVIA BAEZ Commission DD 687047 Bonpins August 8, 2011 I r 7�p�„ , dedThtu Troy Fen Ineufertee @483 '70 By ' ?fejiCt-e.m•t qu.. 'leg/A Taco oe sr , etts4-, 114. 1.1e92asotS43 S"iSSt s�- R5a ce RII - is - 9120 1 ,r t , 9it,e at`{Dnigtt. ., 'it bb V14)134 BUILDING PERMIT APPLICATION FBC 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7 Permit Type: BUILDING (Fee (� OWNER: Nam F t 6 re- � r & � ` L-oT� 12 P hon # �9 q 0 /n / "4 Simple Titlehol ). � �✓ . � �'✓' 'P � Address: 7 Inc ct t 6 -T.Tree_ � City: JOB ADDRESS: DESIGNER: Architec Miami Shores Village Building Department 1 i A M % 71 ®r es,, State: Tenant/Lessee Name: Phone #: Email: Value of Work for this Permit: $ Type of Work: Address Description of Work: 7,25 NE 91 f ' 61Y J City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NO \/ Flood Zone: CONTRACTOR: Company Name: ' h Address: i-k0(0 I C1^P aA-e_, City: iali Qualifier Name: State Certification or R gistration #: 1 311 q qg Contact Phone #: (o(6) /c J _ Email Address: ngineer: County: State: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Miami Dade Certificate of Competency #: Alteration New ❑Repair/Replace treytace, Iti s � 02 Zip: LW( 4 2010 NJ BY: 62.4949 Permit No. Master Permit No. Zip: --a-1-8) ne #: 'f'eQc Zip: 33 iSZ Phone #: Phone #: `` 0 gc(c 1 OD a Square/Linear Footage of Work: UDemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * *** * * * * * * * * * * *** * * * * * * * * *** F * * * * * *** * * * * * * * * * * * * * * * * * ** * * ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Double Fee $ Structural Review $ t O' ®'® TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip ga a Lender's Name (if applicable) 6N ;1VfogageL`endel"'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 Signature Contractor The fo ',oing instru ent was a be r me this The foregoing instrument was ackno ledged before me this day of � , 20 1 0 by i day of 00., , 20 t O , by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: r•• . **** ***k** * * * * *** * * ** I. r>rr>rr�e *�r�e:z *** *�r* ** * * **>ti******zti*:s•** z x*:> ti> ti> ti> ti>• e*>* r>ti*>*e ***>ti>ti>ti>ti>ti** ** * * ** r *******>F********* APPROVED BY wner or Agent (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/1 0) Structural Review NOTARY PUBLIC: Sign: Print: My Com *;. :* =Commission DD 687047 A. ' 'fires August 8, 2011 04,11P Bonded 7hru Troy Fain Insurance 8110.X9.7019 Zoning Clerk MIAM.3 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com 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 AM (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 SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 05 1018.01 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. NOANo. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 - 20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, "per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 � J Manuel Per =?4� Product Control 5, er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 21017 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel P Control er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10 /05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18 /06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10 /12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05 - 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 net �ar�, P.E. Product Contr r NOA No. j • 1 .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. 5/18' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEIGKEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7116' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER G. 13/18' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/18' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. H. 13/18' LAMI ICI (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518° LAMI CONSISTING OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PAM INTERLAYER 1. 13/18' LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS. AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K 13/18° LAMI 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. L 13/16° LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER ®M. 13/16' LAMI 10: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: *or (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL -4645, FTL4846, FTL- 4647, FTL -4648. FTL-4849, FTL4860. FTL- 4861. FTL4723, FTL-4957, FTL-4958 AND FTL -5083. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Re deer Navel Its FX Des bdc 1111908 CHANGE NOTES 3a ADD NOT E9 ADD GLAss TYPE M TO NOTE 1. GLAZING OFTTONS Rase, FX FF v Roil= RwYtre B Rafter A a■maetc J.L ADD F L -4? TO NOTE 7. Ode 1070IEtHtOLOOYORME NORM®, FL 86278 P.O. scot 1888 NOKO11IS, FL UM Pc T, GENERAL NOTES TIM ALUM SINGLE HUNG WINDOW, IMPACT sago NTS1 1 d 11 miro� Rs 4040.20 I B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Robert L Dark, P.E. PE*39712 Sbucluml 1 6,87,88 or 92 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/18" NOM. 5/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS® 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER �� - 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8° HEAT STRENGTHENED GLASS 13118° NOM. ® NOTE: LAMI 15 OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR (ALL SECTIONS) PRODUCT REVISED nroPAd"t ihe�LU� IMMO. lasidizi Colt Nv • o ro ./7.' DI, .2C // linadON Lower Oft FX 1111$/08 ADD REAL82 7OBHB LAIN LO. GLASS (A,4A)8 MID IGNO7E amp* are FJC 1/24078 omm op air FX 9/1/85 Rotislare 7d.rla B A JJ. NO CHANGE DOS SKEET DEW N2907 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34O5 P.O. BOX 1678 NOKCMIS, FL 34274 PST V[11* Betmr GLAZING DETAILS Ise ALUM. SINGLE HUNG WINDOW, IMPACT ss.rre arr sre 8M770 Fill I 2 s 11 r oe*. 404040 I B Robert L Clark, P.E. PE 039712 Struidural 111 FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 88" 68" 70" 72" 74" TABLE 1. 76" 48" 60" 62" 63118" UP TO 53118" A,B,M A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 .80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +60.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -80.0 +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 50 6/8" 63" 72" 74" 78" 48" 50" 52" 831/8" UP TO 63118" A,B,M® A.B,M A,B, A,B,MA C,D,E,F,G,H,LJ,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 40.0 -80.0 -80.0 +80.0 +60.0 +80.0 +80.0 +50.0 -80.0 -80.0 -80.0 -89.0 -80.0 +80.0 +79.9 +78.9 +76.0 +80.0 -80.0 -79.9 -78.9 -75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 +70.0 +88.8 +66.7 +70.0 -70.0 -70.0 -88.8 .66.7 -70.0 +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 .87.6 -65.5 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 1 GLASS TYPE 63 1/W 1 D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 76" INTEGRAL FIN) 1718" 8" 8" 8" 0.0 j -80.0 I 2211/18" 28 3116" 33 3/4" 39 5116" +80.0 � -80.0 +80.0 � -80.0 +80.0 1 +70.0 ( -70.0 I 44 13/1 +70.0 1 -70.0 I 50 3 +70.0 1 -70.0 I 86 15/1 +70.0 � 70. +8 -70.0 GLASS TYPES: A. 5/16" LAMI - (1/8"A,.090,118"A) B. 5116" LAMI - (1/8"A,.090,118"HS) C. 5/16" LAMI - (1 /8"HS,.090,1/8"HS) D. 7118" LAMI - (3/16"A,.090, 3/16"A) TEST REPORTS E. 7116" LAMI - (3H8"A,.090, 3/16""HS) F. 7/16" LAMI - (3116"HS,.090, 3/16"HS) G. 13/16" LAMI 10 - 18"H6, AIR SPACE, 5/16" LAMI - (18"A,.090,1/8"A) FTL-4846, 4723 H. 13/16" LAMI 1G - 18"HS, AIR SPACE, 5/16" LAMI - (18 "A,.090,1 /8"HS) F1L -4648 L 13/16" LAMI 10 - 1/81HS, AIR SPACE, 6116"" LAM1- (18'HS,.090,1 /8"HS) FTL -4846 FTL4847, 4648, 4723, 4957 F1L4647, 4848 FTL- 4847, 4648 FTL-4645, 4885 FTL-0645 FTL-4845 J. 13/16" LAMI 10 1 /81 -IS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) F1L-46449, 4850 K. 13116" LAMI IG - 1 /8"HS, AIR SPACE, 7/16' LAMI - (3/16"A,.090, 3/161-15) FTL4849, 4850, 4958 L 13/16" LAMI 10 - 18"HS, AIR SPACE, 7118" LAMI - (3116"HS,.090, 31161HS) FTL -4849, 4850 M. 13/18" LAMI 10 - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A)A FTL -5063 TABLE 4. I I •O" MEETING RAIL "0" MEETING RAIL "0" MEETING RAIL ..)/M NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38' MAXIMUM.® a 71-1 wHT MINUS SASH Road* Dee R od& Dee F.K 1111968 MAN 70AST1f E I91002 REMOVE= VIEW SASH MTREF, TAN. El REWSE0 CUSTOM FORMAT DPI ADD DR: FM UPDATE 7ESTNOS Reims Reel= Reaagc Des FJC 12466 brow* Dee FJO SH6d ReabS A OtsiondBx J.5/ ADD F7L -4723 70 GLASS TYPES AAN D 0. Oft 212107 1070 TECHNOLOGYORIVE NOKOMIS. 8.94215 P.O. apt INS NOIWMS. FL 91274 PST DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW. IMPACT arD6n ars NTS 3 • 11 I�� 4040 -20 18 3/G1� . R obert L Clerk, P.E PE e39712 Sbuolued VERTICAL DAYLIGHT OPENING DETAIL FIXED UTE LOW SILL HIGH SILL A 341/2" 34 3/16° 8 41 5/8° 41 1/4" C 41 1/4° 40 7/8° D 52 5/8" 5211/18" E 52 1/4" 52 5/18" SASH LOW HIGH DETAIL SILL SILL A 3412" 34 3/16" B 27 7/18" 271/8° C 277/16° 271/8" D 18 3/8" 153/4" E 18 3/8" 153/4" TABLE 5. SEE DLO TABLE L SEE DLO TABLE (MAX.) F SEE DLO TABLE SEE DLOTABLE 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 B O X 6 DETAIL D VIEW (CUSTOM SASH) 531/8' MAX. FLANGED WIDTH 521/8' MAX. I.F. WIDTH D 75' MAX. I.F. D -J HEI HT HT 78' MAX. FLANGED HEIGHT 38 7/ MAX. SASH HEIGHT 20" SASH HEIGHT SEE DLO TABLE SEE DLO TABLE 75' I.F. HEI HT ® SEE DLO TABLE 78' FLANGED HEI HT 0 j X j A DETAIL B VIEW (STANDARD SASH) E NO 4 DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 75' MAX. I.F. H ° SEE DLO ® TABLE 76' MAX. FLANGED HEI HT DETAIL C RADIUS TOP (STANDARD SASH) . 2611 Mender modes F.K Ravage F.K arm or F.K Lids 11H398 lidskac B 1/2418 Dile 8Y11OB Maker A o IdwaleF ADD INTEGRAL FIN (1.F.)VERSKW, fla NOT ES. ADD NOT E 4. NO CHANGE 731113 SHEET 2128107 117107ECHNOLO0YDRNE NOKOkUS, FL NEB P.O.BQX1020 NOKORBB. FL34274 Pi CT VZdb$ Be7aar ELEVATIONS rfe ALUM. SINGLE HUNG WINDOW, IMPACT S 7 I N7 1 4 s 11 I�'°� 4040 -20 18 Robert L Clark, P.E. PE 1819712 Stud rel 40 6/8" MAX. FIXED DLO (ALL) 1 O j X j SEE DLO TABLE L SEE DLO TABLE (MAX.) F SEE DLO TABLE SEE DLOTABLE 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 B O X 6 DETAIL D VIEW (CUSTOM SASH) 531/8' MAX. FLANGED WIDTH 521/8' MAX. I.F. WIDTH D 75' MAX. I.F. D -J HEI HT HT 78' MAX. FLANGED HEIGHT 38 7/ MAX. SASH HEIGHT 20" SASH HEIGHT SEE DLO TABLE SEE DLO TABLE 75' I.F. HEI HT ® SEE DLO TABLE 78' FLANGED HEI HT 0 j X j A DETAIL B VIEW (STANDARD SASH) E NO 4 DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 75' MAX. I.F. H ° SEE DLO ® TABLE 76' MAX. FLANGED HEI HT DETAIL C RADIUS TOP (STANDARD SASH) . 2611 Mender modes F.K Ravage F.K arm or F.K Lids 11H398 lidskac B 1/2418 Dile 8Y11OB Maker A o IdwaleF ADD INTEGRAL FIN (1.F.)VERSKW, fla NOT ES. ADD NOT E 4. NO CHANGE 731113 SHEET 2128107 117107ECHNOLO0YDRNE NOKOkUS, FL NEB P.O.BQX1020 NOKORBB. FL34274 Pi CT VZdb$ Be7aar ELEVATIONS rfe ALUM. SINGLE HUNG WINDOW, IMPACT S 7 I N7 1 4 s 11 I�'°� 4040 -20 18 Robert L Clark, P.E. PE 1819712 Stud rel MAX. LITE I � ° &II I NI_.11® .4 1 it MAX. VENT II 1 7,80R17 OUTSIDE ©0 0 ® 441L__ - 014.- m 2. = -: HIGH SI LL Div "F L Imo' 00 O 0 LOW SILL 0 0 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS ® INSIDE 2. LOW SI LL m OUTSIDE r MAX. HEIGHT FIXED DA YLIGHT OPENING OUTSIDE DAYLIGHT OPENING 2.713W SECTION SECTION B-B (LOW SILL SHOWN) INSIDE SEE NOTE ABOVE ULTRALIFT ONLY 2.330" (LOW SILL) HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) W FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL 2.948 (HIGH SILL) ULTRALIFT ONLY HEAD 1 I.F. FRAME JAMB OUTSIDE 2.710 n OUTSIDE [ ---r1 III 0 m all 0 0 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,154 2.710" PRODUCT REVISED anitptylag pi* fie Midis Salem Code &catkin= No - ,.r . • �_ oas,�LT�;L'.K 2011 Readep F.K .matey FJC a ®� are DAN 11/19.8 V2 5/05 Rsdiese B A a'aabO6y ADD 7P. SECTIONS BCONSOLIDATE HAL c JEJV7S PSI CHANGE 7M9 SHEET 7/2 5.7 1W8TECHNOLOGY DRIVE NOKWOB, FL 842.41 P.O. BQX 1879 NOKOM IS. FL 94274 P ST Vtrl* Better SECTIONS tee ALUM. SINGLE HUNG WINDOW, IMPACT sweat ere pant SNAb I Fled I S 11 Daeteo Robert L aft. P.E. PE 898712 Sbuobaal ITEM DWG* DESCRIPTION 1 4002A FLANGE FRAME HEAD 2 1155 #8 X1.000 QUAD PN. SMS 3 4003C FLANGE FRAME SILL (LOW SILL) 5 1826 ADHESIVE OPEN CELL FOAM PAD 8 4004 FLANGE FRAME JAMB 7 4025 SASH STOP 8 4026 SASH STOP (EGRESS) 1.125 LONG 9 4029 SPIRAL BALANCE, 3/8 ", 5B", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 11 #8 X.750 PH. PN. SMS 12 BALANCE BOTTOM BRACKET 13 1085/1088 SASH TOP GUIDE 15 #8 X1 PHILLIPS FLAT HEAD S. STL 18 1080 -1 BALANCE COVER, 11/16" 17 4053 SASH STOP COVER 18 4029 -1 SASH BRACKET 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 21 40540 FIXED MEETING RAIL 23 4008C SASH TOP RAIL 25 1236 WSTP.,.170 X .270 BACK, FIN SEAL 26 1098 SWEEP LATCH 27 1016 #8 X.625 PH. FL. SMS 28 30 31 34 35 38 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 58 57 58 59 4007 SASH BOTTOM RAIL (LOW SILL) 1226 4008 1288 1622 LAM SETTING BLOCK 3/32" X25164" X 1" 1052 1224 VINYL GLAZ. BEAD BULB (THICK) 1225 4039B 40448 4222A 985C GLAZING BEAD, 7 /18" LAM WIGRILL KIT 4087 4071A 4072A 4073A 40748 4009 SILL LATCH (EGRESS) (LOW SILL) 1088 SPRING, SILL LATCH (EGRESS) 2740 SILL LATCH (EGRESS) (HIGH SILL) 1014 SCREEN FRAME (HOR. & VER.) 1830 SCREEN CORNER KEY WRINGS 1631 1073 1824 Road* Lila Fx 11HS05 Raid* Dag Fx 12488 asap ads Fx 81/05 WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5 /18 LAM. GLASS. FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL LAM 1 "X3/4 "X1/16 LAW" I.G. .135 DIA FOAM KIT LAM 1G SETTING BLOCK GLAZING BEAD, 5/16 LAM W/GRILL GLAZING BEAD, 7/16 GLAZING BEAD, 13/16* FRAME, LF. HEAD FRAME, I.F. JAMB SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE - ADDLE. FRAME I 4; 4449 AND 50, UPGRADE ITEM 21. B ADD MN92. CIKA. DESCJPTIONl7EM87,9313 Naas A 1/0 CHANGE MB SHEET ot.d.dit, am J.L NMI PGr# 612225 781PQA 612226 7PAD1626 612227 812244 612244 68ALCVR918 7834M 7BALTBKT 42504 78XIFPAX BBALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 875160 71096 7858 812230 61P249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 84039B 644703 64222 8985 64087 64071 64072 64073 64074 764009 7SPRNG 62740 81014 71630 71831 7CASP 81824K 070 TECHNOLOGY DRIVE NO123148. FL 34276 P.O. BQDX 1619 NOP DMOB, FL 84974 ITEM DWG.# tESCRIFTION PIG" Be�or 60 1635 SCREEN SPLINE - .135 DA, HARD 61 SCREEN CLOTH 83 506 GLAZING CHANNEL (.688 X.500) 84 1161 #6 X 1.000 PH. BUGLE TEK 67 GLAZING TAPE, 1/18 X 12 -7/18 LAM 68 4051A SASH BOTTOM RAIL (HIGH SILL) 69 4050A FLANGE FRAME SILL (HIGH SILL) 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5116" LAM, (1/8A.090 PVB,1/8 A) 81 B. GLASS, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5118" LAM, (1/81-IS,.090 PVB,1/8"HS) ® 83 D. GLASS, 7 /16" LAM, (118"A.090 PVB,1/8"A) 84 E. GLASS, 7/18" IAN, (1!8"A.090 PV8,1/8°HS) ® 85 F. GLASS, 7 /16" LAM, (1/8°1-1S_090 PVB,1/8"HS) 86 G. GLASS, 13/18" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAN, (1/8"A -090 PVB,1/8"A ) 87 H. GLASS, 13/16" LAN 10;118"HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 88 L GLASS, 13/16° LAM la 1/81-18, AIR SPACE, 5/16" LAM, (1/81HS,.090 PVB,1/891S) ® 89 J. GLASS, 13/18" LAM 10;1/8"HS, AIR SPACE, 7/16" LAMA, (3116"A.090 PVB,3/1 90 K. GLASS, 13/16" LAN IG; 1/81-IS, AIR SPACE, 7 /16" LAM, (3116 °A,.090 PVB,3/16"HS) 91 L GLASS, 13/16° LAW 10;1/81-18, AIR SPACE, 7118" LAM, (3/16"HS,.090 PV13,3/16°HS) 92 N GLASS, 13/16 LAM IG;1/8A, AIR SPACE, 5/18° LAM, (1/8A.090 PV8,1B °A) 47 FRAME, I.F. HEAD ® #4071A. 6083 -T6 PARTS LIST FRAME, .F. LOW SILL #4012A, 6083-T6 FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A #40748, 8063 -T6 #4073A, 6083 -T8 (USED AS RADIUS TOP HEAD) ALUM. SINGLE HUNG WINDOW, IMPACT e.w.re &the I sloe Dar..,, 8/1700 NTS I 6 d 11 l 4040 - 20 PGr# 61635K 61818 8533402 706X1 82BV1510 84051 64050 1R00UCrREVIVED as complying whYNenab Bald* Code Acceptance No 1 06 D ate ' J 781 20N /Vo Robert L Clerk, P.E. PE 639712 Sbuch.al awa ea arbr FJC an"eele FJC FJC 3.446 I Imes � 2.784-.1 O FLANGE FRAME HEAD #4002A. 8083 -T6 O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4064A,6063HD -T8® h• 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 wrressa Snits A B arreeey. JL .082 .082 2.710 2.948 23 .082 2.830 X2.784 --►I O FLANGE FRAME SILL (LoW) 44003C, 6083 H °62 IL k- 1.451+4 T O SASH STOP #4025, -T6 f --- 2279 ----I 1.707 SASH TOP RAIL #4008C, 6063HS -T6 2.328 --►1 2.838 88 SASH BOTTOM RAIL (HIGH) #406 UPDATE FRAME CORNER AS!>EVEILYTOINa.UDE AND UPGRADE ITEM 21 ALLOY NO CHANGE DOS SHEET 123307 I-. .738 040 0 17 SASH STOP COVER #4053,8083 -T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34210 P.O. EQX1619 NOI0714S. 8.34274 2.328 ---►I 1.979 28 SASH BOTTOM RAIL (Low) #4007, 6063-T6 Pc," Vis/4fr Bettor ® I.F. FRAME SEALANT ALONG ENTIRE JOINT FRAME SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) —1 1.165 31 SASH SIDE RAIL #4008. 6063-T5 .050 .678 O GLAZING BEAD 7/16" #4222, 8063-T5 .060_- 1.116 O GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) .678 1.096--4' 1-49 j 41 G LAZING BEAD, 5/16" J #4039B,6063 -T5 .050 -- 1.096 1 - GLAZING BEAD, 5/16" #4044B, 6083-T5 (USED W! GRILL KIT) 83 1 - f -1-1.097 GLAZING BEAD, 13/16" IG #4067, 6083-T6 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT H alf left* d 11 I�� 4040.20 B Robert L Clark, P.E. PE 38712 Sbucimal ANCHOR QUANTITIES SUBSTRATE: --..` ANCHOR TYPE: FORM FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 I 76.000 aooM l .£'z ONO Z ONOO l a00M £'Z ONOO Z ON0O l DOOM £'Z ONOO Z ONOO l 000M e ONOO Z ON0O l 000M £'Z ONOO Z ONOO l aOOM £z ONOO Z 3NO3 l aOOM £'Z ON0O Z 01400 L DOOM £'z ONOO Z ON0O L WINDOW WIDTH GLASS TYPE 18.125 C,D,E,F,G, H,4AK,1 1 1,2 1 1.1 1 1 1 1 1 2 1 1 1 1 1,2 1 2;2 1 1!2 1 2,2 1 2 2 1 2,2 1 2 2 1 2 1 2 2 1 2.2 1 2,2 1 2 2 1 2:2 1 2 2 1 2.2 1 2 2 1 2 3 1 2 2 1 3,3 AB,M 1 121,11. 1 1 1121, 1 1 11222122, 1 1 1 1 2222 1 1 .222222'222222222222222232'233 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 C,D,E,F,G, HAM- 1 1 2 1 1 1 1 12 1 1.2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 3 1 2 2 1 2 2 1 2;3 1 2.2 1 2, 3 1 3 3 1 2:2 1 3' 3 AB,M 1 1. 21112121 1 1 1 1 1 2221222222 1 1 1 1 1 .222222,222232,222232:223332233 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2:2 1 2 3 1 2 3 1 2 2 1 2 3 2 3.3 1 2 2 1 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 AB,M 1 1 2 1 1 2 1 2 2 1 2 3 1 1:2 1 2.2 1 2-3 1 1,2 1 2 3 1 2 3 1 2 2 1 2 3 1 2,3 1 2 2 1 2 1 3 3 1 2 2 1 3;3 1 3 4 1 3,2 1 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, 1 1 2, 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3. 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 A B,M 1 2 2 1 1 2 1 2 2 1 2.3 1 1 2 1 2 3 2 2 1 2 2 1 2.3 2 2 3 1 2 2 2 2 3 2 23 1 2 2 2 3 2 3 4 1 2 3 2 3 2 3 : 4 1 3 3 2 3 4 2 3.5 1 3.3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3: 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3' 3 2 3 4 2 4 5 2 3 3 2 4 4 2 2 A B,M 2 2 2 2 2 : 22. 2 323222323232 2 2 2 2 2 2 ,324233;3342 2 2 2 2 2 2 2 2 2 2 2 2 21212222.32 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2:3 2 2 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 : 3 2 3 4 2 2 3 2 3', 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 4 2 4.5 212 AB,M 2 2 .22223222:32322332.42:33334233 2 2 2 2 2 2 2 2 2 2 2 2 2 .,334233 2 2 2 :4353;3344:53445 2 2 2 2 2 2 2122 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 2 2 — 2 - 1 - 2 AB,M 2 2 2 ; 2 2 2 2 ; 3 2 2 . 2 2 2 3 2 3 4 2 2 . 3 2 3 : 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 : 3 2 3 , 4 2 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4 5 3 4 . 6 2 3 4 2 5 5 — 2 Ti — 2 - {i 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2.2 2 2 3 2 3:4 2 2.3 2 3!4 2 3 4 2 2_3 2 3 4 3 3'4 2 3 :3 2 3 4 3 3 5 2 3,3 2 4.4 3 4 6 2 3 3 4 5 3 4'8 2 3 4 3 5,6 T 2 2 212 213 AB,M 2 2 2 2 2 2 2 2,2 2 2 3 2 3'4 2 2 3 2 3:4 2 3 4 2 2 3 2 3,4 3 3,4 2 3.3 2 3;4 3 3:5 2 33 2 4:4 3 4, 5 2 3;3 2 4;5 3 4;8 2 3;4 3 4 2 2 212 213 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2' MAX. FROM TOP CORNERS JAMBS - 17 1/2' MAX. FROM TOP CORNERS 15' MAX FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 FX ass ww>a RBV MAX WHE E TABLE' NOI ES. 7WCI® BYSM. FJC 11H308 8 VD DP MAX WHEAEANCHOR AND wady- me wd,Ns FJC 12408 A NO CHANGE THIB SKEET alle co.udes ors I FJC 7/29V05 JJ. 22307 1O101E(82mLOGY SRNVE NOKOMIS, FL 84278 P.0.13;0(1529 NOI, R. 84274 PGT 1 -7 Behr ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT BM88 sar jamb NTS I 11 aa.rora 4040 -20 B Robert L (8a(k, P.E. PE 038712 Structural ANCHOR SUBSTRATE:. ANCHOR TYPE:- QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 I 76.000 ONOO Z ONOO I. OOOM £'Z ONOO Z ONOO I. I OOOM El I ONOO Z ONOO I. OOOM , £'Z ONOO Z ONOO L OOOM ET I 3NOO Z I ON00 I. OOOM £'Z ONOO Z ONOO L OOOM E'Z ONOO Z ONOO I. 000M , £'Z ONOO Z ON00 I. WINDOW WIDTH GLASS TYPE DOM £'Z 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 1 2.2 1 2 1 1 2.2 1 2 2 1 2!2 1 2.2 1 2 2 1 2,2 1 212 1 2.2 1 2 2 1 2 2 1 3;2 1 2 2 1 3:2 1 3 2 1 2:2 1 3.2 A,3,14 1 11 1 1 1 1 1 : 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2.1 1 212 1 Z2 1 2.2 1 2,2 1 2,2 1 2'2 1 2 2 1 2 :2 1 212 1 2.2 1 3,2 1 2 2 1 3.2 1 3,2 1 2 1 3 2 24.000 PSF 79 C,D,E,F,G, HIJ,K,L 1 1F1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 ' , 2 1 22 1 2 2 1 2 : 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3.2 1 2 2 1 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1.1 1 2 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 1 2 1 2 2 1 32 1 3 2 1 2,2 1 3 2 1 3 2 1 2 , 2 1 3 2 1 3 2 1 2 2 1 312 32.000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 111 1 2:2 1 2.2 1 2.2 1 2 3 1 2 1 2.2 2 3 3 1 2 2 1 3:3 2 3 3 1 3 2 1 3,3 1 3:3 1 2 2 1 3 3 1 4 3 1 312 1 4 3 1 4 3 1 3.2 1 4 3 ABM 1 111111112 1 1 1 222222 1 1 1 :3222233223333323 1 1 2 1 1 2 1 1 1 1 1 1 - 332434:33243 1 1 1 1 1 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1T1 1 1 1 1 111 2 212 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 , 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 A B,M 1 111111112" 1 1 2 2222223 1 1 2 1 2223332233333343333233433243443243 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 40.000 PSF 54 79 82 79 C,D,E,F,G, H,I,J,K,L 2 111 2 1 1 2 1 j1 2 2j2 2 2 2 2 2 2 2.3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4'3 2 3 3 2 4 3 2 3 3 2 3.3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 ABM 2 111 2 111 2 111 2 212 2 2 2 2 212 2 2:3 2 2:2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4.4 2 3-3 2 4,3 2 4.4 2 3 3 2 5 3 44.000 PSF 49 79 58 79 79 C,D,E,F,G, H,I,J,K,L 2 1 1 1 2 1 1 1 2 1 1 1 2 2 1 2 2 2 2 2 2 1 2 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4 4 2 3 : 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 . 3 2 4 : 3 2 4 4 2 3 3 2 54 ABM 2 1 1 1 1 2 1 1 1 2 1 1 2 2 2 2 -2 2 2 2 3 i 3 2 2 2 2 3 3 2 3 4 2 2 , 3 2 3 3 2 4 . 4 2 3 : 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 , 4 2 3 3 2 4 1 3 2 4 4 2 3 3 2 5 1 4 48.040 PSF 45 74 51 74 79 79 C,D,E,F,G, 1-1,1,J,K,L 2 111 2 1T1 2 2 212 2, 2'. 2 2 2 2 2 2 313 2 3 4 2 3 3 2 3 3 3 414 2 3 3 2 4 2 4.4 2 3,3 2 4 4 3 4 :4 2 413 2 5 3 4.4 2 4:3 2 514 212 313 A B,M 2 111 2 111 2 2 2 2 2 2 2 2 2 3 3 2 314 2 3 3 2 3 1 3 3 414 2 3.3 2 4 4 2 4.4 2 3j3 2 4.4 3 4:4 2 4 3 2 5,4 3 4.4 2 4 3 2 5 ` 4 1 1 1 212 22 212" 343 53.125 PSF 41 87 48 67 78 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 21 2 2 3 3 2 3'3 2 3,3 3 4 4 2 3 3 4'4 3 4 4 2 3 3 3 4',4 • 3 4,4 2 3 3 3 4 :4 3 5'5 2 4 3 3 5 4 3 5 5 2 4 3 3 5.4 1 1 1(1 111 ABM 2 11 2 111 2 2 2 2 2 2 'Ili 3 3T3 2 3.3 2 313 3 4 4 2 3:3 3 4 3 4.4 2 3,3 3 4 4 3 414 2 3,3 2 414 3 514 2 413 3 5;4 3 5:4 2 4.3 3 5 111 212 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX FROM TOP CORNERS JAMBS - 17112' MAX FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED ® 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP) HEAD JAIL ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 2 /awe6F Digs Armuip Dr FJC 11113108 Rooltlers •� REVIMANCHORAGE TABLE AND NOMEI B ADD DP MAX YV ERE ANCHOR QTY W RESTRICTED BYSZE 1070 TECHNOLOGY DRIVE NOKOMIS. FL$12748 Re.aeF Dtle Nnaam FJC 1/24/08 A NO CHANGE THIS SWEET ammo* Ms BF OMB FJC MOMS JJ. 2/23107 P.O. BQC 1670 NOIcO S. FL 34724 Pc �T 1�tfl* ANCHORAGE SPACING, STANDARD VIEW Drie ALUM. SINGLE HUNG WINDOW, IMPACT EINOD NTS 9 11 1 D,ayn40 L Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.776 15.776 18.776 21.776 24.778 27.776 30.778 31.106 ANCHOR TYPE ,aoom r £ Z N MOO COON E'Z N onto aOOM £'Z ONOO ONOO aoom £�Z ONOO Z ONO° aoom £'Z ONOO ONOO aOOM £'Z ONOO Z ONOO aoom E'Z ONOO ONOO mom £'z NO3 O ONOO I t WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 400 74 2 1 2 1 2 2 2 2 31213 3 1 213 31313 41313 41314 4 1 314 44.000 68 78 212 1 2 2 2 2 3 213 3 1 313 41313 41314 51314 5131 63 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 — 73 58 68 72 2 212 2 2 2 3 313 41314 413 1 4 51314 51315 51315 ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: --- WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE D ,E,F,J, K,L D,E,F,J, K,L D,E,F,J, K,L PSF D ,E,F,J, K,L PSF D,E,F,J, K,L PSF K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 rk O N Q 1 1 1 1 1 1 1 1 2 1 79 78 2 1 71 0 N 2 0 0 1 1 1 1 1 1 0 z ' 0 1 1 1 1 1 1 1 1 2 1 79 1 1 79 2 1 2 2 78 70 2 1 79 2 1 63 22.688 0 O 1 2 1 2 1 2 2 2 79 79 2 2 79 2 2 71 0 2 0 1 2 1 2 1 2 1 2 2 2 2 2 79 79 2 2 z P 1 2 1 2 1 2 79 2 2 79 2 2 77 2 2 71 84 28211 0 c•IO 1 2 1 2 2 3 2 3 79 2 3 79 74 Z N 1 2 1 2 1 2 2 3 2 3 2 3 2 3 0 Z 1 2 1 2 1 3 2 3 79 2 3 79 2 3 73 2 3 88 2 3 33.754 0 PI 0 N Q 1 2 1 2 2 3 2 3 2 4 3 4 77 0 2 0 1 2 1 2 1 3 2 4 2 4 z 1 2 1 3 1 3 2 4 79 76 2 4 69 39298 0 O N 9 1 2 1 3 1 3 2 3 2 4 2 5 3 5 0 0 0 2 1 2 1 1 3 2 3 2 4 2 4 0 z 0 1 2 1 3 1 3 2 4 2 5 2 5 3 5 44.839 M p N $ Q 1 3 1 3 1 4 2 4 2 4 2 4 3 5 3 6 0 N 2 0 0 1 2 1 2 1 3 1 3 2 3 2 3 2 4 2 5 2 P 1 3 1 3 1 4 2 4 2 5 2 5 2 6 69 3 6 50.382 0 el 0 1 3 1 3 1 4 0 N 2 0 1 2 1 3 1 3 0 2 � 1 3 1 3 2 4 2 5 1 4 2 4 2 5 3 5 3 6 2 4 2 4 2 5 2 8 3 55.925 0 Pt O N 1 3 1 5 2 5 3 6 3 6 0 N 2 0 1 3 1 3 1 3 1 4 2 4 2 2 5 2 5 2 0 1 3 1 4 1 5 2 2 6 2 6 2 8 3 7 dd.deF FJC F Oak nab= IMVABB ANCHORAGE TA NOTES lECHNOLOGY DRIVE 11113N8 B ADD WANK WHERE ANCHOR OM; RES7RIG7ED BYSZE NOKORS, FL 9m9 124/08 A chmd J.J. NO CHANGE THE SHEET nos 22307 P.O. BOX 1TJ8 NOKOM18, FL 94214 Betbsr ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 181/2' MAX. FROM CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 8" MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38' MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR nIka FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE UMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL A TABLE 8. KEY: MAX PSF (DP LIMITED) 1 12 JANE BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL P T ANCHORAGE SPACING, CUSTOM VIEW G — ALUM. SINGLE HUNG WINDOW, IMPACT 112 2 2 2 4 n ■m.eme dare drr 8H700 N7S 1 10 d 11 I �� 4040-20 1'173 PRODUCT REYIBBY as complybq Ida Or Balding Cads AaepsauceNo. i •OL 1 snow / A C)7 PE. PEP38712 Sbuclu el a EXTERIOR INTERIOR (ALL HEAD AND SILL DETAIL ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1/4" MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4° • MAX. SHIM 11.111/ 1111.91,11. .131" DIA. MIN. x 212° NAIL, AT CORNERS AND 5" O.C. • 1 3/8" MIN., 1/4" TAPCON® 13/4" MIN., 1/4" Rt it-FLEX CONCRETE ANCHOR, Si BELOW MEETING RAIL (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE . r • ,:, • OR 1.5 KSI MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" MAX SHIM DETAIL F, (HEAD) 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® 1 3/8° MIN. Akk 1/4' MAX. SHIM 13/8" MIN. Jog lo op- Awn 2x WOOD BUCK (SEE NOTE 4)® DETAIL D ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4° 534 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2004 WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) WOOD FRAME .131' DIA MIN. x 212" NAIL., AT CORNERS AND 5" O.C. .131' DIA. MIN. x 212" NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) V idhdNrll x • 06 Auxonteas /77" Raider F.K RptleF FJC tl f F.K 1111388 Darks Rafter 8 nor 1 l24/08 Oar Rivas Mahe OF J.L ADD S FIN ANCHORAGE UPDAIE6 REORDIER NOM& ADD AWES 7. UPDATE CONCRETE O4 IT D1A2 A DNOTEBRERATHE4DANCHOR . 7/1{87 1070 TECHNOLOGY ORM NOlOMW. FL 342E P.O. B¢X 1878 NOKOMIS, F134274 BGT. VUPbl� Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT emese aw' a re sm I NTS 11 11 ar=46 4040-20 r8 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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.maimidade.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. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 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 # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re. • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e • h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0: .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12 /11 /10. 2. 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 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th- _ 'es C -740 Aluminum Casement Window — L.M.L, approved • 0 3/06, exp'st ` o 5/22/08. Manuel P P.E. Product Contra i iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR ° XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4,4 a "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 1-3- "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. �4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 8a r F.K. Aura.. F.K. Rawl Br FX. Drawer F.K. NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: 'A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX AND O 3/25/03 Data 7/10/03 Data 623/05 Date: 12/17/02 8 Davisiame O pmYM By ADO 13/16'1.G. & MOVE GLAZING DETAILS TO SHEET NO CHANGE THIS SHEET ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Data: J 1070 TEC.4NOLOOYDRIVE NOK0Ml3. FL 34275 P.C. 80X 1528 NOKOWS. FL 34274 x 0 a x 0 x CONFIGURATIONS OPTIONS I T V /stb[y Beu x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOTES AND TABLE OF CONTENTS rme: ALUMINUM CASEMENT WINDOW, IMPACT samaumee sr 9— aatei+aaa CA-74o NTS 1 a 13 7045 -8 NOA DRAWING TABLE OF CONTENTS ' SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 av 80058108 IIPPEWSf ascant,.tr,.:y :treas Acc.3Aw^ g1m�t - : 1Triec¢C C r. a 013 / e � /l2 (/v 5 Lucas A. Turner, P.E. PE 958201 Mechanical R4rs4 ay. F.K Ren" F.IC. 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 F-- 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -� 32 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rend By F.K X13 0 r 7/10/03 5/23/05 S Rev"ons: RIMSelt Owen By Dater. Mod. Or Date F.K. 03/25/03 5/16" LAMINATED GLAZING DETAIL - -1 f-- .090 PVB INTERLAYER 7/16" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" HEAT (-- STRENGTHENED GLASS .65" NOM. GLASS BITE REDRAW GLAZING DETAILS & ADD 13/18"1..0. NO CHANGE THIS SHEET ADD 13/16"LAMI I.G. W/7 /MIAMI & CORRECT 5/18 'LAMI DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 13/16" Pdr Visibly Better 13/16" 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a'maavme. arex� CA •745 NTS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 2 m 13 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS ctr.ing 7045-8 .65" NOM. GLASS BITE Rev D PR:1 ..ai *' >" 'c" EL!, • I _ co Lucas A. Turner, P.E. PE 050201 Mechanical / / d / wry i \\oi I //\ \71 CENTERLINE 1 1/2" SEE MID -SPAN ANCHOR DETAIL TYP. (2) MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 13" MAX. O.C. 4" MAX. i I 4" MAX. — ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 4" MAX. ANCHOR LOCATION TYP. J L 7 111111 " MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 60" MAX. FIXED 4° MAX. 13° MAX. O.C. I • a -1 DE OTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 13" MAX. O.C. 4" MAX. 4" MAX. 30° MAX. DAYLIGHT OPENING ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT 1- 1 14 1/2° MAX. Q.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING X SEE MEETING RAII/DETAIL P. (2) 14 2" MAX. C. TYP. ELEVATION "B" - °XX" (SEE SHEET 7 FOR PRESSURES) 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT MIMEO escomrtyiao whir lie 3 ReneaY F.K Ron.er: F.K. Rene FJC cuss er. F.K 3125/03 7/10/03 Ilate 623x05 12117/07 Revisions ROM. LW era, CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76 AND MAX DLO TO 09 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 P ST Vi@errer Ossoiplbr XX" & "COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 a 13 7045 -8 Ms 176 D Lucas A. Turner. P.E. PE 058201 Mechanical HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAR& SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 4" MAX. I ` -1 I I 4" MAX. -- I - � 4" MAX. 4" MAX. -- r 37" MAX. WIDTH 30" MAX. - DAYLIGHT- OPENING A 69" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION 'D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 0 76" MAX. HEIGHT 30" MAX. 53° MAX. DAYLIGHT DAYLIGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 69" MAX. DAYLIGHT OPENING 76" HEI �- -x - 13" MAX. O.C. 60" MAX. WIDTH • 53" MAX. DAYLIGHT OPENING 4" MAX 4" MAXI L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 1•-. -1-13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) A MAX. HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" M AX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT T RENEWED .B complying with th¢F! 4 sBwue� Eaplritlsa f,r,:VLo4fr • 13 mean Br EX Rmea Br FK Revb8,.. FJL Dec 325/03 Der 523/05 One 7/10/03 Re4*m 5 Revmw" Rmfbn' "rower. Der" Checked Or Dare, F.K. 12117102 F.K CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL B HINGE LOCATION NOTES CHANGE MAX HT. TO 75'AND MAX. DLO TO 59' MGT D "X", "0", XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 cao I ew 4 0 13 Ia.ww. Lucas A Tuner, P.E. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1529 NOKOMIS, FL 34274 7045 -8 PE 058`201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,118 "HS) B. 5116" LAMI (1 /8 "HS,.090,4 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ° X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57,5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -452 45.2 - 42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 r we natal '• ' Z Nook. / > ik4 .; 4. PRODUCT RERIME® daw:03ringwith tin Rod& 90141m o:112 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Ac Ilan= ,.. By / .'f:. „7r. Na tj: 0 ..-Dale .!'.S♦Ghl 1 �. f / /... •Pis �.. Q`t�1aq .•irc rI NOTES: Ao X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. .�J J : O /� r ' � - � d /_ Lucas A. Turner. P.E. PE 058201 Mechanical Render F.K. Data 3/25/03 Ra.tsao: B ADD GLASS TYPE E TO TABLES 1 & 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1029 NOKO MIS, FL 34274 -..- Visibly Better PRESSURES - X CONFIG. WINDOWS Re� FK 0 " ": 7/10/03 Ram: C NO CHANGE THIS SHEET T r ALUMINUM CASEMENT WINDOW, IMPACT o .. . - F.K. ° HB 1 6/23/05 "° "". D REVISE ANCHORS 6 ADD 76' HEIGHT °PITON 0re°n er F.K. Data: 12/17/02 c over D'''. 1 5b4YM00° CA - 740 4�.. NTS S°1° Ors... 5 0< 13 I 7045 -8 Roe D GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) X X COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 37 43 48 531/8 57 60 64 68 72 74 6aKda). F.K WIDTH A A A A A A A A A Daten 623/05 HEIGHT 36 NEG POS 26 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 6avnw": DM. er Dare. croelm"9r F.K. 12/17/02 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 REVISE ANCHORS & ADD TABLES 76' HEIGHT OPTION Dare: 43 1 48 1 50 5/8 1 54 1 57 1 60 1 63 NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 1070 TECHNOLOGY DRIVE NOKOMI$ FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 70.0 70.0 70.0 70.0 68.4 61.8 -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 57.5 -54.9 54.3 -51.1 52.8 -49.9 P Vrsibly Better 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 Seekaeec CA -740 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 sce": NTS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 6 m 13 -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 70.0 69.5 60.8 56.2 50.4 a..rn"o 7045 -6 -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 45.2 42.4 42.2 -39.7 41.1 -38.6 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: Ao 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRESSURES - XX CONFIG. WINDOWS rmo ALUMINUM CASEMENT WINDOW, IMPACT Raw D Lucas 4. Turner, P.E. PE 458201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "0" "XOX" 36 37 3912 42 45 48 5012 531/8 54 5512 67 5812 60 Rand 8y F.K. Revd H F.K Revd By FK WIDTHS 72 74 79 84 90 96 101 106 3/8 108 111 114 117 120 baur 3/25103 7/10/03 tivm 623/05 "0° & 11412 -114 XOX WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8"HS,.090,1/81HS) C. 7/18° LAMI (3/16'A,.090,3/16 "HS) E. 13/16° LAMI (1/8 °HS,3/8` SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) F.13/16" LAMI (1 /8 °A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/18 °HS) HEIGHT A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.D -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 Rardoxu: B Revxms C Revblms 0 Pram By: U3W: tavma By Wm: F.K. 12/17/02 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -76.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 582 70.0 70.0 57.1 70.0 70.0 562 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 38 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -64.3 -75.0 -90.0 -61.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 38 3/8 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -5t1 -76.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 44.5 -75.0 -90.0 43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -76.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 61.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -66.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 ADD GLASS TYPE E 70 TABLE 6 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HT. OPTION 48 NEG -64.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -4t3 -75.0 -90.0 -42.2 -75.0 -69.0 -40.4 -75.0 -67.3 POS 54.3 70,0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 46.1 45.3 70.0 70.0 70.0 70.0 42.5 70.0 413 70.0 422 70.0 69.0 40.4 70.0 67.3 50 5/8 NEG -51.1 -90.0 -75.0 -90.0 -46.9 -75.0 -53.4 -75.0 -90.0 -50.9 -88.2 -48.6 -75.0 -80.9 -75.0 -75.0 -71.1 -43.4 -75.0 -70.1 -422 -75.0 -68.4 -412 -75.0 :66.7 -40.2 -64.9 -39.2 P.O. BOX 1529 NOKOMIS; FL 34274 POS 51.1 70.0 70.0 49.9 70.0 70.0 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 70.0 70.0 70.0 70.0 44.2 70.0 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 -63.3 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 54 NEG -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -76.0 -90.0 -47.5 -75.0 -81.8 -75.0 -75.0 -43.5 -70.3 -42.2 -75.0 -66.5 -75.0 ,-65.4 -40.8 -75.0 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 POS 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 70.0 45.3 70.0 70.0 43.5 70.0 42.2 70.0 41.9 70.0 65.4 40.8 39.8 70.0 61.8 38.7 60.4 70.0 59.1 Visibly Better 57 NEG -44.8 -75.0 -90.0 -75.0 -90.0 -41.1 -75.0 -75.0 -84.5 -44.7 -75.0 -42.5 -75.7 -442 -66.8 70.0 -75.0 -39.8 -75.0 -39.1 -75.0 -60.1 -38.5 -75.0 -37.6 -75.0 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 391 70.0 38.5 70.0 37.6 58.7 70.0 36.7 70.0 55.9 p 60 NEG -42.2 -75.0 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -72.4 -40.4 -75.0 -392 -75.0 -63.5 -38.0 -75.0 -37.6 -75.0 -59.1 -372 -57.5 -36.7 -73.3 -36.1 -72.2 -54.5 -53.0 SangslIdarget POS 42.2 70.0 41.1 70.0 70.0 38.6 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67-3 392 70.0 63.5 38.0 70.0 60.0 37.6 70.0 591 372 70.0 57.5 70.0 55.9 36.1 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -75.6 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -362 -72.4 -57.3 -71.8 -35.4 -70.8 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 NTS POS 39.7 70.0 70.0 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 37.1 70.0 60.5 362 70.0 57.3 35.9 70.0 56.4 35.4 70.0 69.6 53.2 68.4 -57.3 -73.3 51.6 33.7 67.4 67 -55.01 55.0 -5531 55.0 -55.01 55.0 -53.81 53.8 -47.81 47.8 72 -55.01 55.0 -55.01 55.0 -48.4148.4 42.81 42.8 a 13 7043-8 76 -52.61 52.6 -4621 46.2 -45.21 452 43.61 43.6 54.5 35.5 70.0 -41.7141.7 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16° LAMI (3/16"HS..090,3116°HS) TABLE 7A. TEST REPORTS: FTL4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Tor ALUMINUM CASEMENT WINDOW, IMPACT 1 4 1 2 1. 4 0 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "X0X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS POS NEC POS NEG POS 37 55 1/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -582 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 -58.2 582 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. "XO "or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. A "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 104. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/161 -IS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /18 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76 HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: QO 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 3 X 1 3 0 1 3 X X O 0 X PRODUCT RENEWED Be comDtiylni with the Fkriat DIODE Cede Na Abe C Read By FK Rena 0) F.K Dew 3/25/03 Oslo: 7/10/03 Rows BY. FK 023/05 8 Renbm: C OhfBT Data MewlOy Oslo: F.K. 12/17/02 ADD GLASS TYPE E TO TABLE 8 NO CHANGE TH18 SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 PGT Visibly Better Descrprma PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS rein ALUMINUM CASEMENT WINDOW, IMPACT sstwnmaer CA -740 sd. NTS sao° 8 m 13 emaeg M" 7045-8 Raw D Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4607, FTL-4608 GLAZING OPTIONS- A. 5/16" LAMI (1 /8 "A,.090,1 /8"HS) B. 5/18" LAMI (1/8"HS,.090,1/8 "HS) C. 7/16" LAMI (3/18 "A,.090,3 /16°HS) E. 13/18" LAMI (1B "HS,3/8" SPACE,5 /18" LAMI -W/ 1/8 "HS,.090,1/8"FIS) F. 13/16° LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /181HS) "XOX" VENT FIXED 69.284 88.919 95.973 108.649 115.892 122 123.135 126.000 130 130.378 134 aaaadeT FK Feudal. FK aers4ey FK WIDTHS 19.125 24 27 30 32 33.687 34 34.791 35.895 36 37 Date: 925/03 Imm 7/10/03 mos 823/05 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60 8 avambnr rterm ow D Monet Date: Ct Juda7 Dare F.K. 12/17/02 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F HEIGHT 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 6 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -422 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -80.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 7Q.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 412 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -62.1 -75.0 -90.0 -545 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 58.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76 HEIGHT OPTION 48 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -89.1 -40.4 -75.0 -67.3 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 87.3 50 5/8 NEG POS -80.8 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.8 -75.0 -67.3 -40.4 -75.0 -65.3 40.3 -75.0 -65.1 -39.2 -75.0 -83.3 60.6 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 482 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 88.8 41.8 70.0 67.3 40.4 70.0 85.3 40.3 70.0 65.1 39.2 70.0 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 54 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.8 -42.7 -75.0 -68.3 -75.0 -64.7 -41.1 -75.0 -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -80.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 44.9 70.0 70.0 42.7 70.0 88.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 Visibly Better 57 NEG -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -48.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -592 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -55.9 POS 70.0 70.0 41.6 70.0 70.0 462 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 61.0 39.3 70.0 38.7 592 37.7 70.0 57.8 37.6 70.0 36.7 70.0 60 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.8 -75.0 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -36.9 -56.5 -54.7 -54.6 -35.5 -53.0 POS 53.3 70.0 70.0 392 70.0 70.0 43.6 70.0 70.0 40.1 70.0 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 70.0 56.5 362 70.0 54.7 70.0 35.5 70.0 53.0 63 NEG -50.5 -75.0 -90.0 -38.9 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -732 -585 -35.7 -71.4 -55.7 -35.5 -71.0 -552 -35.0 -70.1 -53.8 -343 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 eenesarae CA-740 NTS POS 50.5 70.0 70.0 38.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 552 35.0 70.0 53.8 34.3 68.6 51.9 34.3 51.7 33.7 87.4 50.0 67 -55.01 55.0 -55.01 55.0 -55.01 55.0 : 5151 51.5 -50.1150.1 9 13 72 -55.01 55.0 -55.01 55.0 47.71 47.7 43.91 43.9 43.8143.8 42.8142.8 7045-8 76 -52.21 522 -41.9141.9 -41.8141.8 "xcr & 'Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134" WIDE x or HIGH WITH sr MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or ''or SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 70.0 TABLE 12A. °X0" or .or & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-44308 ALL "XOX" SIZES UP TO 134" WIDE x 7T HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL 'XO" or °Or SIZES UP TO sr WIDE x 7T HIGH WITH sr MAX. VENT WIDTH AND 6T MM. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRESSURES- UNEQUAL. CONFIG. XO, OX & XOX Int ALUMINUM CASEMENT WINDOW, IMPACT 0 UNEQUAL UTES 0 UNEQUAL LITES 0 UNEQUAL LITES Aulta Dist fror Lucas A. Tomer. P.E PE 958201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT j MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX j I MAX. VENT } I+ DAYLIGHT OPENING �I s (SEE SHT. 3) WWW MAX. VENT © DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 ESODUT REVISED >c �e wrNe Att eoeNe t2 8 CL PRODUCT RENEWED e" c"TJdyIng the Flaridc 9Wdlag Code AceL.23M o Dale o (Avg Rend sr F.K Rem l Br FIG Remler. FK Dawn Sr F. K. Oster 3/25103 Date: 7/10/03 Bale 12/17/02 Revisions, B Revitlsm; Revisions Cneae4By ADD 13/16'LG. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 Dem 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BO 15 NOKOMIS, X FL 34274 P t Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 10 r 13 Oresiay !ft 7045-8 Raw D Lucas A. Turner. P.E. PE $38201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6. "X° FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X' FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL A 1.376" 440" .095 "—T 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 2.854" .062" NOM. 3.544" .062" NOM. I-- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. I-- 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT MEWED as eanntiiimeeth e8e Rabb Atenpm 2.919" Res sdB, F.K. 5.4 es F.K. 9.40 9, F.K. 325/03 Oar 7/10/03 623/05 Reriuma H Rev6bm: Revisions. Di8+n 8, Dam: CM1edeae, Oen F.K. 12/17/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD 1TEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. SOX 1529 NOKOMIS, FL 30270 iT Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Sa veaec CA.740 Sum: arm - NTS 11 a 13 7045 -8 Lucas A. erne4 P.E. PE 658201 Mechanical PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781 PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16° LG. GLASS (1/8°HS, AIR SPACE, 5/16 "I.AMI)) 5/16' LAMI = (2) LITES OF 1/8 "13S GLASS WITH AN.0901NTERJAYER - SOLUTIA OR DUPONT PVB 87 13/16' LG. CLASS (1/8115, AIR SPACE, 7 /16 "LAMI) 7/16° LAMI = 3/16A & 3/16HS GLASS WITH AN.0901N1ERLAYER - SOLUTIA OR DUPONT PVB 68 13/16" LG. GLASS (1B "HS, AIR SPACE, 7 /16°LAMI) 7/16" LAMI = 3 /16HS & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) • PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I8 19 21 22 23 24 25 26 30 31 32 33 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781PQA 78IPQA 67017K 78X78PPSMS 7858ZA 710x12FP 1224 1634 671'247 6163K 61635K 60976 78x12PSTWB 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2"X1/8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 1'11 PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X 375 PH. PN. TYPE B STUD BRACKET (L.H. & RH.) #8 X 5/8° FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12° HINGE (HEAVY DUTY) # 10 X .500 PH. PHL 5/16" LAMINATED (1 /8A & 1/8115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8115 & 1/8115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16° LAMINATED (3/16A & 3/16115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16115 & 3/161LS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y.TUBE #12 X 1 "PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE 0 .706 ° .050" .865" C I 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" — — t-- .865" .050° .040" .423" 7/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7042 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993° rE r . 289° .040" - -II-- .172" .870° .050" �fII 1 --1 F-- .569" O 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" 1.124° I---- .062" .093"—f 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A I NSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701' (( A Rwa4 e7 F.K Rood 8): F.K Remt aq. F.K. oam: 325/03 yaw 7/10/03 623/05 Rmu"na. B Revisions: RedWa: Ores e ay D- normeer o F.K 12/17/02 ADD 13/16" I.G. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOXOMIS, PL 34274 PG Visibly Better 4emaom PARTS LIST & EXTRUSIONS Tnm ALUMINUM CASEMENT WINDOW, IMPACT samea°"x CA-740 sa": NTS am 12 a 13 Laaaoab 7045 -8 D t.1.1038 A. l'hmer, P.E. PE 958201 Mechanical " A 2x WOOD BUCK (SEE NOTE 3) -' 1/4" MAX. SHIM - ASEE NOT. c Rme48r FX. Rend Br F.K. Tie 4 er F.K UmRner F.K cam: 3/25/03 ber0 7/10/03 Wm. 6/23/05 0- 12/17/02 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK B Rev6beG 0 Gmmaeer A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r _ j 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANGE TH15 SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/16' TAPCONS 8 614 SCREWS tee 6 i LT ,,I„lil„b;„. 1 1/4" MIN. A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMI3, FL 34274 ASEE NOTE 1 A 2x WOOD BUCK (SEE )VOTE 3) 1/4" MAX. SHIM r - A SEE NOTE 2 1/4" MAX. SHIM 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK -J 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 A SEE NOTE 4 A EE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CT1ON. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Visibly Berner DitratpLar ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Sanailliat CA -740 NTS snm 13 m 13 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM S NOTE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 7045 -8 lint minium. 1 D A SEE NOTE 4 l ( /off` Lucas A. Turner. P.E. PE #58201 Mechanical MIAMI•D1ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.eov/bnlldinscode NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 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 "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless- otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07 -0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per ,'gy�p Product Control x: 4.1 ' !19" : NOA No 07 i w 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to E.L DuPont DeNemours for `DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03 - 0421.01 issued to Solutia Inc. for their "Saf lex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTL 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06 - 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 516 LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7 /18' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/I6' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13/16' LAMI IG: (1) LITE OF 1/8' OR 3116° ANNEALED (MIN.) GLASS, 5/16' OR 318' AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18 LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8 HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S&•FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 113/16' LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB INTERLAYER .1. 13/16' LAMI IG: (1) LRE OF 1/8 OR 3/16' ANNEALED (MIN.) GLASS, 3/18' OR 1/4' AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAMI 10: (1) UTE OF 118' OR 3118° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/18' LAMI 10: (1) UTE OF 1/8 OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4° AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3(16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: CA XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAMES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FR-5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ® 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CI jE(!ljrEwwip.J4 4 4Q),il(OJNO THE HIGH VELOCITY HURRICANE ZONE (HVHZ). mar F.K. Rro:d F.K Thaw ar F.K. mne 4/15/07 car 10/17/08 mm 5113108 ReoiSkalle C Resticaro Reset A enemget: J.J. ADD FTL-5330 TO NOTES 75 CHG. NOTE8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. T23/0 8 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. SOX 1829 NOKOS114, FL 34274 PST Visibly Better GENERAL I'PES - ' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ss,sdbfM [awls HAM) I NTs an. m 11 127man -10 Rri. c NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL_ 5 ANCHORAGE 8-11 PRODUCT REVISED as complying wlih dm Maeda EvGag Cado Acr,c7letm No S E pir_lian Dale iN 60,61,62 12' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS 1/8' ANNEALED OR HEAT STRENGTHENED GLASS �— .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED 5/16' OR 318° AIR SPACE 1/8° OR 3/16" ANNEALED (MIN.) GLASS 13118' NOM. 13/16° LAMI IG GLASS W/ 5/16° LAMI 12' NOM. GLASS BITE v 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16° LAMINATED GLASS 12° NOM. GLASS BITE 13/16° LAMI IG GLASS W/ 7/16° LAMI 3118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/18° OR 114° AIR SPACE 1/8' or 3/18' ANNEALED (MIN.) GLASS 13/18° NOM. a EXTERIOR INTERIOR (ALL SECTIONS) PRODUCT REVISED al complying with ant Florida Building Codo Aecepta eNo 0 Expiration Dan FK a v°r FK aeraar F.K. meaner PK 4/15/07 10/77/06 mitt 513/Z$ 21 228105 a rxaers Rindskeer A cnamer J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 10 DETAILS 9/22105 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. SQX 1529 NOKONLS. FI. 34274 P Visibly Better Desstalar GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT StrimilIebt HR710 r,- Fun 2 m 11 4127-10 I C / R t L Clark, P.E PE 939712 Struedaal TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 105 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50,9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63° TO 86 7116" A'B'C' G,H,I +60.0 -60.0 TO 86 7/16" I ,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 P - ' ''EV e�iid.;;s `m lhowmide A cacp1 o_ .o 68" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +652 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75 ..0 0 -75 ��LLZop. I fjp By ../ / ` ., • GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL-4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8 "A) H. 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8"HS) L 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8"HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) ! b ! /! Robert L , p PE #39712 Structural 0 F'F LL LL LL LL Max 4/18 /07 1011:0141 ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DP8 1E/0 TECHNOLOGY .34218 DRIVE NOKOMIS, FL 3427e P.O. I 7 . FL ISM NOKOMIS. FL 34274 PST I/rsib6 Better Dosaaatta DESIGN PRESSURES _ + o � ALUM HORIZONTAL ROLLER WINDOW IMPACT betr 10/17/06 REVISE DP TABLES TOA37M E 130002 u. 8/13/08 ADD AIR SPACE DIMENSION GLASS TYPES O TRRU L Data 2YL8 ate 3/23/00 I s 118710 ' NTS 3 ^� 11 °i1b° l 4127-10 �' C Fl MAX DLO ALL VENTS 62' MAX. I.F. FRAME ALL CONF1G. A _ I C MAX. WI 73' DTH I.F. FRAME A Imo— 74' MAX. WIDTH FLANGE FRAME DL Fl LI 27 3/8" MAX. DLO VENT r 111 MAX WIDTH FLANGE FRAME 54 5/18° MAX. DLO FIXED 110 MAX. WIDTH I.F. FRAME i A DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL A - OX OR ?co B GE FRAM AU G. 27 318' 273/8' MAX. DLO MAX. DLO VENT FIXED 85 7/18' MAX. WIDTH I.F. FRAME -01 A 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D A (FRAME CORNER CONSTRUCTION) D .Y.7,7 ■1 f:'r REVISED • _:; with the Florida 'ante No OT'O = . O race Data : -rM7E By / n:.... Coabp wrsr F.K newer F.K Fit tam. or F.K take 4/15/07 B Rsikdoess A Cemi®eer J.J. weKwar ADD INTEGRAL PIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. B. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dals 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX ® NOKOMIS. F1i34214 13 G Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ew.�uam HR7/0 Sa. lase NTSI 4 d 11 4127 -10 L Clerk, P.E. 83 PE 3712 Smrmoal /7 W DLO FIXED D DLO VENT moo A 5W C 63' f FLAN DL Fl LI 27 3/8" MAX. DLO VENT r 111 MAX WIDTH FLANGE FRAME 54 5/18° MAX. DLO FIXED 110 MAX. WIDTH I.F. FRAME i A DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL A - OX OR ?co B GE FRAM AU G. 27 318' 273/8' MAX. DLO MAX. DLO VENT FIXED 85 7/18' MAX. WIDTH I.F. FRAME -01 A 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D A (FRAME CORNER CONSTRUCTION) D .Y.7,7 ■1 f:'r REVISED • _:; with the Florida 'ante No OT'O = . O race Data : -rM7E By / n:.... Coabp wrsr F.K newer F.K Fit tam. or F.K take 4/15/07 B Rsikdoess A Cemi®eer J.J. weKwar ADD INTEGRAL PIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. B. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dals 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX ® NOKOMIS. F1i34214 13 G Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ew.�uam HR7/0 Sa. lase NTSI 4 d 11 4127 -10 L Clerk, P.E. 83 PE 3712 Smrmoal /7 MAX. HEIGHT FLANGE FRAME A SECTION C-C (VERTICAL SECTION, FLANGE FRAME) EXTERIOR INTERIOR 1 — MAX. FIXED DLO — MAX. WIDTH (FLANGE FRAME) EXTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) A INTERIOR k-- MAX. FIXED DLO --ry MAX. WIDTH (I.F. FRAME) MAX VENT DLO EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) INTERIOR EXTERIOR SILL HEAD (VERTICAL SECTION, I.F. FRAME)) (VERTICAL SECTION, I.F. FRAME)) PRODUCT REVISED Si emirlying with trs Florida AccoVrnce No Wuhan Dais By /tender Dale F.IC 4/16!07 By bate F.K 10/17/06 Rand Bic o.ie F.K 6/13/08 Drawer 05w FJC 228108 ReWorn C Rwl4ew A cewmder JJ. ADD INTEGRAL FIN FRAME ITEMS 41.42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 323/08 1070 TECHNOLOGY ORES NOKOMIS. FL 34275 P.O. BOX 1620 NOKOMIS. FL 34274 P Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sertshdoekt HR710 am` 5 al 11 4127 -10 C �f 7 Robert L. Clark, P.E PE 439712 SWcWae DESCRIPTION FLANGE FRAME HEAD HEM 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 DWG 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 REV A A G B 32 33 35 36 37 38 1683 39 7070 40 41 42 43 50 52 53 55 56 4006 1235 1096 1016 4126 4139 4140 4141 1 1224 1225 4039 4044 4222 985 59 4067 60 GLASS, 61 63 65 "s"Oer Dam: F.K. 4/15/07 F.K 10/17/08 Rend*: Vatz FJC 5/13/08 Dann er• Oafs F.K 2/2B/0S D B B A C SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANCEFRAMEJAMB GASKET FOR MAIN FRAME SIILJOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETINGRAIL WSTP.,.187 X.230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,250 X 270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEEFINGRAIL WSTP,.170 X 270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187X 275 LIFT RAIL COVER CAP I.F. FRAME HEAD I.F. FRAME SILT, I.F. FRAME JAMB MATL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 60631 -ID-T6 AL 6063 -T5 AL BRASS POLYPROP. 6063LHS -T6 AL DIE-CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL G[AZINGSILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) GLAZING BEAD - 5/16" W /GRILLKIT 6063 -T5 AL VINYL GLAZING BEAD BULB (THIN) GLAZING BEAD - 5/16" 6063 -T5 AL GLAZING BEAD - 7/16" 6063 -T5 AL GLAZING BEAD -7/16" W /GRILLKIT 6063 -T5 AL GIAZINGBEAD- 13/16" 6063 -T5 AL Rations. C Reeskas B Fteriffins A J.J. ADD ITEMS41, 42543 NO CHANGE THIS SHEET ADD SPACE DIMENSIONS HMS B6 THRU 77. 323/06 PGIYI 612237 612244 7834AA 64136 64137 64131 71298 7PADI626 612225 74134W/K 78IPQA 64110G 64054A 64066G 612240 61683G 4211213D 7BRWHL2 44128N 64006 67SI6G 71096 7858 64126 61683G 67070K 74078"C LORR 64139 64140 64141 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAW (1/8" A, .090 PVB, 1/8" HS) 5/16" IAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" IAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. BOX 1529 NOKOMIS, FL 34274 A A A ITEM 7 I DESCRIPTION I MAIL I PGIW 66 67 68 13/16" LAMI IG•1 /8 "A, 3 /8"AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1/8"A) 13/16" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAMI (I/8"A, .090 PVB, U8"HS) 13/16" IAMI IG 1 /8 "A, 3/8" AIRSPACE, 5/16" LAME (1/8 "AS, .090 PVB, mils) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" IAMI (l /8"A, .090 PVB, 1/8"A) 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 13/16" LAMI IG- 3/16"A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, wpm) 13/16" LAMI IG-I/8"A, 1/4" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16 "A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 13/16" LAMI IG1/8 "A,1 /4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 13/16" LAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" IAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAME (3/16"A, .090 PVB, 3/16"HS) 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16 "HS) SCREEN FRAME (HOR & VER) 69 70 71 n 73 74 75 76 77 90 91 92 93 94 95 1624 1635 96 DWG GLASS, 1014 1630 1631 1073 PST Visibly Better SCREEN SPRING SCREEN CORNERKEY W/RINCS SCREEN CORNER KEY W /OUT RINGS SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE -.135 DIA. HARD SCREEN .082 Lt- 1.988 43 I.F. FRAME JAMB © #4141, 6083 -T6 s"meeo st 118710 O A I.F. FRAME HEAD 2.784 2.710 42 .F. FRAME SILL /c, #4140, 8083-TO PARTS LIST — ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Stem I sew araftw a" NTS1 6 d 11 I 4127 -10 I C ST.ST. 3105 -H14 AL POLYPROP. POLYPROP. EM PVC EM PVC CLOTH 1 3.162 PRODUCT REVISED as complying with the Florida Building Code Acceptance No O —0 Expiration Data U ° 2.710 -►i O FLANGE FRAME HEAD #4102A,6063 -TB .490 A h- 1.451 I O SASH STOP #4025, 6083-T5 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 .878 O GLAZING BEAD, 5/16" #4044B, 606345 (USED WI GRILL KIT) 2 O FLANGE FRAME SILL #4138, 6083 -T6 O HORIZ. ROLLER TRACK #4131, 6083-T8 tow --- 32 SASH MTG. RAIL #4008D,6083HS -T6 .050 O FRAME SILL ADAPTER #4137, 6063-T6 1. 11.403 17 FIXED MEETING RAIL #4054 6063R TB SASH SIDE RAIL #4126,6083 -T5 1.098 T ® GLAZING BEAD 7/16" GLAZING BEAD, 7/16" #4222A, 6063 T5 56 #985C, 6083-T5 (USED WI GRILL KIT) J AL 678 1.098 - I -. - I 0 GLAZING BEA16, 5/16° #40398,6063 -T5 . 83 59 GLAZING BEAD, 13/16" #4087.6083 -T5 r.040 I Imo' 14 O SASH STOP COVER #4053,6083 -T5 2.784 t363 1r . 13 FLANGE FRAME JAMB #4002A, 6063-T6 .062 .738 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expire:am Rate "arm fiy. F.K. peg FJG m°mnr FJG Des 4/15/07 10/17/05 Data: 5113105 C RoWskore A Chenmer J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/ 3/23/OS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34218 P.O BOX 878 NOKOMIB. FL 1 340/4 P ar Visit* Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT BedsAblet HRIIO Half 7 m 11 I 4127 -10 Robert L. Clark, RE PE 939712 Struchael ANCHOR QUANTITIES, XOX (1/4- 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 114° ELCO TAPCONS 2 -104' ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE> LASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2 CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 812E W H HEAD & SILL m 2 HEAD & SILL m 2 HEAD & SILL Qi m m HEAD & SILL ` 2 2 HEAD & SILL ' m 2 HEAD & SILL ; t 2. GLASS TYPES: g A. 5/18° LAM! - (1/8" A,.090,1/8* A) ' B. 5/16° LAMI - (1/8' A,.090, HS) °LAMI ogggg x 1 +C2+1 +C2 +1 2 1 +02+1+02+1 2 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 +C2 +1+02+1 2 D.7/18 -(1/8" A, 1! 8' A) D. 7H , 8° LAM! - (3118° A 3118° A) 1 +C2+1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 E. 7118" LAMI - (3/18 ° A,.090,3 /16' HS) 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 F. O. 1311 13/1 " LAMI1 /18/ A, 5/1 8 LAM! IG -1/88° ° O OR 3 31188° ° A, 5118° OR 318° SPACE, 5/18' LAMI - (1/8' A,.090, 1/8" A) 1 +C2 +1 +02+1 3 1+02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 H. 13/18' LAMI 10 - 1/8° OR 3/16" A, 5/16° OR 3/8 SPACE, 5/16 LAMI - (1/8 A,.090, 1/8° HS) 1 +02+1 +( +1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1 +C2 +1 +(�+1 3 I. 13/16' LAMI 10 -118° OR 3/18' A, 5/18' OR 3/8° SPACE, 5/18° LAM - (1/8" HS,.090, 1/8° HS) J. 13/18 LAM! IG -118° OR 3116° A, 3116° OR 1/4" SPACE, 7/16° LAM! - (3/18" A,•090, 3118° A) 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 K 13/16' LAMI 10 -1/8° OR 3/16 A, 3/16° OR 1/4' SPACE, 7/18 LAM! - (3/16° A,.090, 3/16' HS) wgggg 1 +02+1 +02 +1 2 1 +C2+1+C2+1 2 1 +02 +1 +02 +1 2 1 +(2+1 +C2 +1 2 1 +02+1 +02 +1 2 1 +C2 +2+02 +1 L. 13/16 LAMI 10 - 1/8' OR 3/16° A, 3/16° OR 1/4° SPACE, 7/18' LAM! - (3/16' HS,.090, 3/16" HS) 2 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1+02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02+1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +2+02 +1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02 +1 3 1 +C2+1+(2+1 3 1 +C2 +1 +02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1+03+2 +03+1 3 25 5 MAX' FROM CORNERS' JAMBS: 9° MAX FROM CORNERS AND 2212" MAX. O.C. 1 +02+1 +02+1 3 1 +02+1 +(2 +1 3 1 +02+1 +(2 +1 3 1 +02+1 +02+1 3 1 +(2+1 +02+1 3 1 +C3+2+C3+1 3 TABLE KEY: 74.000 x 38.375 48.030 50.625 1 +(2+2+02+1 2 1 +02+1 +C2 +1 2 1 +C2+2+ 2+1 2 1 +02+2+02 +1 2 1+C2 +2+C2 +1 2 1 +02 +2 +02 +1 X O X 2 1 +02+2+02 +1 3 1 +02 +1 +02+1 3 1 +(2+2+02+1 3 1+02+2 +02+1 3 1 +C2+2+02 +1 3 1 +02 +2+02+1 3 I1 +03+4 +03+11 3 F.—ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITY. 1 +(2 +2+02+1 3 1 +(2+1 +C2 +1 3 1 +(2+2+(2+1 3 1 +(2+2 +02+1 3 1+02 +2 +C2 +1 3 1 +(2+2+(2 +1 3 1 +(2+2+02+1 3 1 +02+1+02 +1 3 1 +(2+2 +02 +1 3 1+{2+2+(2+1 3 1 +(2+2 +(2+1 3 1 +03+2+03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2+(2+1 3 1 +02+1+02+1 3 1 +02+2+02 +1 3 1 +02+2 +02+1 3 1 +02 +2+02 +1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 1 +(2+2+(2 +1 3 1 +02+1 +02+1 3 1 +03+2 +03+1 3 1 +03+2 +C3 +1 3 1 +02 +2+02 +1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL HEAD AND 1 +02 +2+02 +1 2 1+02 +2 +C2 +1 2 1 +02 +2+(2+1 2 1 +(2 +2 +(2+1 2 1 +(2 +2+(2 +1 2 1 +02+3+(2+1 (12) AT SILL. 2 1 +(2+2+02 +1 3 1+02+2+02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +02+1 3 1 +(2+2+(2+1 3 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +02 +2+02+1 3 1 +02+2+(2+1 3 1 +02 +2 +02+1 3 1 +02 +2+(2+1 3 1 +(2 +2+02 +1 3 1 +04 +3+04 +1 3 25 3/4° mint. -- .11+ - 3 ° MIN. l I I 1 +(2+2+02+1 1 +02+2+02 +1 3 1 +02+2+02+1 3 1 +02 +2 +02 +1 3 1+C3+2+C3+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +03 +2+03 +1 3 1 +02 +2 +(2 +1 3 1 +02 +2 +02+1 3 1 +C4+3+C4+1 3 1 +04 +3+04 +1 3 9' REF. 3 ProL'ucr E.VISED scrap.;., ; with the Mettle at.�: 3vuo .o Au _ GC +rcxN Expiration f p By . �/ .. Il M X I I I I Ill 0 I X 1 +02+2+02+1 2 1 +02 +2 +C1 +1 2 1 +02 +3+02 +1 2 1 +C2 +3+02 +1 2 1 +(2 +3+(2+1 2 1 +02 +4 +02 +1 2 r 1 +02+3+(2+1 3 1 +02+2 +(2 +1 3 1 +03 +3+03+1 3 1 +03+3+03+1 3 1 +C2 +3+02 +1 3 1 +p +4 +p +1 3 MTG. RAIL, TYP.— 1 +02 +3 +02+1 3 1 +02 +2 +C2 +1 3 1 +C3+3+03,+1 3 1 +03+3 +03+1 3 1 +0 3 1 +C3 +4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03+1 03 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 ++3+03+1 p 3 1 ++3+03+1 03 3 1 +04+4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03 +3+02+1 3 1 +(2+2+02 +1 3 1 +C4 +3+C4+1 3 1 +C4 +3 +04 +1 4 1 +p +3 +03+1 3 1 +04+4+C4 +1 3 1 +03+3 +03+1 3 1+(2+2 +02 +1 3 1 +04+3+04 +1 3 1+C4 +3+04+1 4 1+04 +3+04+1 3 1 +05+4 +05+1 3 1 25 3/4' MAX /4' MA 1 +02+3+02 +1 2 1 +02+2+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+(2+1 3 1 +02 +3+02 +1 2 1 +02+4 +C2 +1 2 I 2°lYP' -�I 1+-3° MIN. 1 +02+3+02+1 3 1 +02+2 +02 +1 3 1 +p+3+C3+1 3 1 +03+3+03 +1 3 1 +02 +3+(2+1 3 1 +03 +4 +03+1 3 9' REF. + l at I t & & lttt t /� J Robert L Clark, P.E. PE 539712 Sbadaral 1 +02+3+02 +1 3 1 +02+2 +02 +1 3 1 +C3+3+C3+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+03+4+03+1 3 X O X 1 +C3+3+C3+1 3 1 +02+2 +02 +1 3 1+03 +3+03+1 3 1 +C3+3 +03+1 3 1 +03 +3 +03+1 3 1 +0 4 +4 +04 +1 3 r 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +04+3+04 +1 3 1 +C4 +3+04+1 4 1 +p +3+03+1 3 1 +04 +4 +04 +1 3 MTG. RAIL, TYP. 1 +03+3+03+1 3 1 +(2+2 +02 +1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +04 +3+04 +1 3 1 +0+4+05+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS R.,eeer F.K. Oft 4115707 11 °1441 UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ VIstbly Better ppyp� ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PI P.I C 10/17/06 REVISE ANCHORAGE FORMAT ,HEAD & SILL CLUSTERS 1 � X 342 F.K. vim 6/13/OB ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L P.O. BCA 1529 nor F.K. ft sax 228100 �. 3/23108 NOK OIII$, FL 34274 I ramv,e� HR710 °�` NTS X1 °"°""' 8 d 11 4127 -10 _ A°° C ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE 6 NOTES: ANCHOR TYPES: 1. 1 -114 ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2 3, WOOD 2, CONC 1, CONC 2 3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL co 2 HEAD & SILL -, co g HEAD & SILL co co HEAD & SILL 0 co HEAD & SILL 2 HEAD & SILL co 2. GLASS TYPES: A. 5h8 LAMI - (1/8' A,090, 1/8 A) B. 5/18' LAMI - (1/8°A,.090, 1/W HS) Q x gogsgg ZS 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/18' LAMI - (1/8° HS,.090,1/8'HS) ° 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 E. 7/16 LAMI - (3/1'A,.090,3116'H) E. 7116° LAMI - (3/186° A,.090, 3118° HS) 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F.7/16 " LAMI - (3/16'HS,.090,3/16' HS) 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 6.13/18" LAMI IG -1/8° OR 3/16" A, 5/16' OR 3/8° SPACE, 5H8° LAMI - (1/8' A„090,1/8' A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +62+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 H. 13/18" LAMI 16 -1 /8° OR 3/18° A, 5/18 OR 3/8' SPACE, 5/18' LAM - (1/8° A,.090, 1/8° HS) I. 13/18' LAM IG OR 3/18 1 +C2 +1+C2+1 3 1 +C2 +1 +CZ +1 3 1 C2+1 +C2+1 3 1+C2+1 +C2 +1 3 1 +0231 +C2 +1 3 1 +C3+1 +C3 +1 -1/8 A, 5/18" OR 3/8" SPACE, 5/18° LAM - (1/8 HS,.090,18° HS) 3 1.13/18 LAMI IG -18" OR 3/18° A, 3/18' OR 1/4 SPACE, 7116° LAMI - (3/16° A,.090, 3118' A) EgEggg n W S S E x 1+C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 K 13/18° LAMI IG -1/8 OR 3/16 A, 3/16' OR 114° SPACE, 7/18 LAMI - (3/18 A,.090, 3/18° HS) 1 +C2 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +(2+1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 L. 13/18 LAMI IG -118' OR 3/18° A, 3/18" OR 1/4° SPACE, 7/16° LAMI - (3116' HS,.090, 3118' HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3+1 +C3+1 3 1+C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1+(2+1+(2+1 3 1 +(2+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 HEAD & SILL: 1012 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 46000 50.625 54.000 80.000 63.000 1+C2 +1 +C2 +1 2 1 +C2+1+C2+1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 JAMBS 25 3l4° MFR : 9 MAX FROM CM CORNERS M CORNERS AND 2212° MAX O.C. 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 TABLE KEY: 1+(2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 X O X 1+(2 +1 +C2 +1 3 1 +C2+1 +(2 +1 3 1 +C2 +1 +C2+1 3 1 +(2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 I1 +C3+1+C3 +1 ! 3 I- ANCHOR QUANTITY PER JAMB PRODUCT REVISED Si camc$�icg with the Florida Building Cede 0 B 5.04 1+(2+•1 +C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +(2+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1+(2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2+1+C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 2 1+C2+1+C2+1 2 1+(2 +1 +(2 +1 2 1 +C 2 +1 +C2 +1 2 1+(2 +1 +C2+1 2 1+C2+1+C2+1 2 A C) U CENTERED EACH M ON EACH MEEE TINNG RAIL AIL P PLLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 3/4' MAX, 11 —..-11-..--3" MIN. 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2+1 3 1 +(2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+03+1 +C3+1 3 3 1 +C2 +1+C2 +1 3 1 +(2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 3 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 3 1 +C3 +1 +C3+1 3 1 +(2 +1 +C2+1 3 1 +C3+1 +C3+1 3 3 1 +C2+1+C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1+C3+1 3 1 +C2+1 +(2 +1 3 1+03+1 +q+1 3 EgEggg Q x 2S 2 1 +C2 +1 +(2 +1 2 1 +(2+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 3 1+C2 +1 +C2+1 3 1 +C2 +1 +(2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +(2 +1 3 1 +C3 +1 +C3+1 3 1 3 1 +(2 +1 +C2+1 3 1 +C2 +1 +(2 +1 3 1 +(2+1+(2 +1 3 1 +C2 +1 +(2 +1 3 1 +C3+1 +C3+1 3 a 141 r x ( (( o 1 x 3 1 +C2+1 +02+1 3 1 +C2 +1 +(2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3+1 +C3+1 3 8° 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 -' 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 OF (3) ANCHORS 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, 2 EXAMPLE TYP.— CLUSTER W/ QTY. 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C3+1 +C3+1 3 1 +C3+1 +C3+1 3 Ararat No F 3 (SHOWN IN TABLE KEY ABOVE) ' • r .. o. Mae L3 /£ o(/ Li, , • i,, t.. ". Dade roducteIIT9 P + '` "' 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3 +1 4 1 +C3+1 +C3+1 3 1 +103 +1 +C3+1 3 253/4° MAX. 3 1 +C2 +1+C2 +1 3 1+$33+1+C3+1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1 4 1 I �I 1•-.--3" MIN. 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 �� �� „ Robert L Clark, P.E. PE 938712 SWctural 3 1 +(2 +1 +C2 +1 3 1 +C2+1 +C2 +7 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 9° REF. 1111 x I 1111 o 1 x 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +(2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 3 1 +(2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1+C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+0+1 +C3+1 3 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 4 1 +03 +1 +C3 +1 3 1 +C4+1 +C4 +1 4 MTG•RAIL,IYP•— 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +C3+1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS UPDATETA% E3, SELECT✓ALUESDUETOANCHORCAP.ADJ. 070 C L DRIVE NORMS, FL 3427e P.C. BOX DM NOKOMIS, FL 3/274 — ALUM. Deeablfort , gNCHORAGE SPACING, XOX (1/3- 9/3 -1/3) HORIZONTAL ROLLER WINDOW IMPACT Dtlx 10/17/06 REVISE ANCHORAGE FORMArs�o7 T. HEAD 8 SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L e� 2/26/06 e"p,. 323/06 Visibly Better eW V,+taaet HR710 �" NT S dart 9 0 11 o "e. I 4127 - 10 (•' ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE ) & SUBSTRATE WINDOW SIZE W V H 37.000 x 38.375 48.000 50.825 54.000 80.000 83.000 48.000 x 38.375 48.000 50.825 54.000 60.000 83.000 53.125 x 38.375 48.000 50.825 54.000 60.000 83.000 80.000 x 38.375 48.000 50.625 54.000 80.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.825 54.000 80.000 83.000 Ram ex FN. Raeeax F.K Rand FK maser F.K. 4/15107 a16Er 10/17/16 vex 5'43)x8 7128106 GLASS TYPES A,B,G,H 2,3, WOOD ZONES 2y t o8 1 +02 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+C3 +1 1 +C3+1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +C3+1 1 +C3+1 1+C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C3 +1 2+C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 1 +C3+1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 R°,cmo: C RaeBas gemistom A Chocked ay J.J. m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 4 4 4 2, CONC ZONES 1 +C2 +1 1 + C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1+03+1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C3+1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 1 +C3 +1 1 +C3+1 D) m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1, CONC ZONES , _ -6 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3+1 1 +02 +1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C3+1 1 +C3+1 1 +C3+1 1 +C4 +1 2+C2 +2 2 +C3+2 2 +C3 +2 2 +C3+2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3+2 2 +C4 +2 2 +C4 +2 2+C2 +2 2 +C3+2 2 +03 +2 2 +C4 +2 2 +C4 +2 2 +04 +2 (0 g m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 2 +C3 +2 2 +C3+2 3 3 4 4 4 3 4 4 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES Qa J 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3+1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 2 +C2 +2 2 +02 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +C3 +2 2 +C2 +2 2 +C3+2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +C4 +2 to m 2 5, 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 4 5 5 CHG.TABLEJ TOO, 8 SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEADS SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU Mkt 353/W 2, CONC ZONES 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+C2+ 1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1+C3+ 1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3+1 2 +02 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 1, CONC ZONES r7 _a 1+t2 +1 1+02 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C3 1 +C3+1 1 +p +1 1 +C3+1 1 +C2 +1 1 +C3+1 1 +C3+1 1 +C3+1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3+2 2 +C3 +2 2 +C3+2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C4 +2 1070 TECM4OLOGY DRIVE NOKOMIS, FL 34275 P.C. sox 1528 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4' ELCO 054 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16' LAMI - (1/8' A,.090,1/8' A) 8.5/16° LAMI - (1/8" A,.090, 1/8' HS) C. 5/16' LAMI - (1/8' HS,.090, 1/8° HS) D. 7/16° LAMI - (3118° X090, 3/16° A) E. 7/16' LAMI - (3/16' A,.090, 3/16° HS) F. 7/18' LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16' LAMI IG - 1/8' OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16' LAMI H. 13/16° LAMI IG - 1/8' OR 3/16' A, 5/16° OR 3/8' SPACE, 5/16° LAMI I. 13/16' LAMI IG - 1/8' OR 3/16° A, 5/16' OR 3/8° SPACE, 5116° LAMI - J. 13116' LAMI IG -1/8° OR 3/18' A, 3/16° OR 1/4' SPACE, 7/16' LAMP - K. 13/16' LAMI IG - 1/8' OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - L 13/16' LAMI IG - 1/8° OR 3/16' A, 3/18' OR 1/4' SPACE, 7/16° LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIDES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 1012° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4' MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 2212' MAX O.C. TABLE KEY: O X 2+03+2 13 F- ANCHOR QUANTITY PER JAMB rm 9° REF. F 11 - 18 3/4° MAX F.-3' MIN. 9° REF. F MTG. RAIL HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FRIED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4° MAX I� 0M TYP H. 3° MM. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sri*Wee 1Bas. s* orafenw Rec HR710 NTS I 10 d 11 I 4127 -10 I C - (1/8' A,.090, 1/8' A) - (1/8' A,.090, 1/8' HS) (1/8' HS,.090, 1/8' HS) (3/16' A,.090, 3/16' A) (3/16° A,.090, 3/16' HS) - (3/16' HS,.090, 3/16' 118) PRODUCT REVISED el comp:; ,;.•iR: the Florida Building Co.: pfe 08 5, Acccaw No . Accc atioa Dow 7 ' N BY I1 r.:. ado Product • Robert L Clark, P.E. PE S39712 Structural (0 03 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 5 Visib A A MM. 3A KSI CONCRETE lx WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 1 /4° MAX. --.— SHIM CONCRETE ANCHOR, NOTE 1 W y MIN. 3.4 KSI CONCRETE A Render o<m: F.K 4/15/07 xmiar F.K Re.serer. F.K av er a F.K 2/28/08 DETAIL A 1 3/8" MIN. DETAIL E DETAIL C ADD NOTE 6: chmaar J.J. 3/13/08 1 3/4' MN. E.D. TYP. 2x WOOD BUCK NOTE 3 •• ;: NOTEI /4° MAX. SHIM WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 1/4° I MAK —7- SHIM .• NOTE I 1 314' MINA E.D. TYP. 2x WOOD BUCK NOTE 3 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRIMFIT HD_. & EMBEDMENT ADD LE. FRAME CHG. NOTE 8 TO F8C "CURRENT ED ON" Der 10/17/08 9/13/•8 aaww4 aortra c Reeketere A B REVISE EDGE DIST. , EMBEDMENT& SHT. REFERENCES 1 3/4° • ° MIN. E.D 1/4° MAX SHIM 1 1/4° MN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) 1 3/8° WOOD ANCHOR, NOTE 2 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 13/8° MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4° MN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH ,&2. #12 TRIMFIT HEAD. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE 1 3/8 MIN. A NAILING 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EXTERIOR INTERIOR ( & SILL DETAILS A, B, C, D & H) SEE NAILING 1070 TECHNOLOGY DRIVE tic t NEOM18, FL 30278 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better tar DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & I. DETAIL G (SILL)A DETAIL I (JAMB)) A TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11R710 Half 1 s 11 1 4127 --10 I C mi c.:.� ' : to Florida Ac.e(� 0213010 C /1L' �� 1 it 0 BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION [EC X49.010 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildingcode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 MU 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04 /13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Safiex IIIG Clear or colored Interlayer", expiring on 05 /21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 is c 1 . L14 L Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM-200054LUMINUM DESIGN MANUAL 4- mitsla 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Read* flOg Row Br Date 4/4107 Data 1211&03 Iftielene B Wtbb= A o.atzeer FJC Reared Br FJC omna,c wea FJC 7/14103 CHO. Now 2TO E1300O2ANDREWSEANCHORAGE NOTE 3. ADD TO NOTE B AND ADD NOTE 7. REDUCE ANCHOR SPACNO OL 1070TEgfNr 14131101413, T TECHNOLOGY FL 94278 P.O. BQX 1529 NO10O1.09. FL 34274 Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT 8alea aee aor, acme meat P14 KITS I 1 d 12 I 4259-4 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 MOM RENEWED oemvtrba•ia We fibrils Buffing Cada Da k N o�4 ONDloa Robot L Clark PB. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 0 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16' HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R 21 11/16" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER Im 11 m �m GLASS BITE 11/16" NOM OUTSIDE � [ r 1 [l 1 0 OR 0 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 'RODUCr eel4ewe° coillibbe the Merida BahnuS Code RwedlIF R57 FJC awe"aF FJC Logra op FJC Dar Liles /07 o.c 12/16/➢9 7/ 14/03 Kwitny Rrnislant aemns A CledovetBr NO CHANGE THIS SHEET NO CHANGE THIS SHEET mt 10761EG OLOEYORIVE NOKOMIS, FL 94276 P.O. BQX 7626 NOXOMIS FL 34274 Pc �T vuar, setter GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PW.701 I FULL 2 s 12 l 4259-4 Robert L clack, P.E. PE 429712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 80" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X48° OR MAX. AREA = 25.13 SQ. FT. gib EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON QUARTER CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX SIZE = 68° X 68' OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. 96" MAX 48" MAX. Fes- -- 921/4" MAX. DLO - I RECTANGLE MAX. SIZE = 48° X 96° OR MAX. AREA = 32.00 SQ. FT. 44 1/4" MAX. DLO ELLIPTICAL MAX. SIZE =96 "X47' OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE =48 "X96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48° X 96° OR MAX. AREA = 3028 SQ. FT. PRODUCT La in `a"" z. E Data ?rl "I I LJ Dhisioa Pored* anal ex FA Rood* FA Danner F One Daly 414517 S 1711$09 mar 7H4D3 Ravish= B A B°"s°elc UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET 10707Ep5HOLOGYDRIVE NOKOMIS. FL 34275 P.O. BQX 1525 NOXONS, FL 90274 Visibly Been FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT BeeVoltdoe P11-701 I NTS 13 s 12 I 42594 I B 1/' Robert L Clark, P.E PE #19712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60° DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96° X 47" OR MAX AREA = 24.47 SQ. FT. (-- HALF CIRCLE MAX SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX SIZE = 96° X 48" OR MAX AREA = 31.99 SQ. FT. A 98 1/4° FRAME O.D. 98" MAX. A� 501/4" FRAME 451/4° O D. MAX. 48" DLO MAX. 93 1/4° MAX DLO RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68° OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48" X 96° OR MAX AREA = 30.26 SQ. FT. PRODUCT RENEWED as ampblos with the Phdidr Badding Code Acceptance No O i2•1 Paptmtion �E PRODUCT ttt.t'uc1/ m complying with the amnia Ranting Code Acceptance Dm.::-sT of ftrroadOF Fx FJC Doman FJC Oar Marx 4/4/07 tkke 12N5W9 4"e 7114/03 H- clersee"r ADO FRAME O.D. D!M8JSION.4AND UPDATE ANCHORAGE NOTE NO CHANGE 7H758IEET Dar 1070 TECHNOLOGY DRIVE NOKOMS, FL 34278 P.O. BQX f@s NOXO108, FL 34274 PIG" Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Pt�7of I NTS 14 m 12 Im 42594 11 Roberti- Clerk P.E. PE 039712 Sinaiwal TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "X' DIM. 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. • 11.57 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 1Z87 SQ.FT. 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D 14.05 SQ.FT. 16.76 SQ.FT. AREA 76.500 I A +80.0 B,C,D +80.0 AREA 82.000 AREA 87.500 93.000 96.000 RB: Oft FA 4lb07 GLASS WINDOW "Y" DIMENSION TYPE 28.500 34.000 A B,C,D A C B,D AREA A C B,D AREA A C B,D AREA 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 18.41 SQ.FT. +80.0 +80.0 +80.0 19.00 SQ.FT. ram R UPDATE DESIONPRESSURES PER AS7ME 13170472 AND NOTES. B CLEAN UP TABLE 1 DESCRIPTION AND HFADINDS. Ress143 Lbtls 121503 A FL F.IG 7/ 4/03 +80.0 I -80.0 +80.0 I -80.0 11.88 SQ.FT. 14.17 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 12.96 SQ.FT. 15.47 SQ.FT. +80.0 I -80.0 +80.0 I .80.0 Ilatm -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 20.66 SQ. FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 $3L411GENOTE 1 ANCHORING WMTH#12SCREWS undmerByt -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TE2AYOLOOYO RME NOJf00M, FL 34273 P.Q BOX 1® MONOhAB, F134274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 +74.5 +80.0 +70.0 +79.1 +80.0 +65.5 +74.0 +80. +63.0 +71.2 +80.0 -79.3 -80.0 23.91 SQ.FT. -74.5 -80.0 25.63 SQ.FT. -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. PST Vi sibly Bet 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +88.4 +77.3 +80.0 +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ns ALUMINUM PICTURE WINDOW, IMPACT EadWEOlt PLI-701 I aale NTS 5 of 12 4259.4 I B PRODUCT RENEWED ste cemplyteg with the Florida DAVI* Code umpteen Ezpinette 0 2( VI 4 ifo 4Is hie ' .tJe ° -v Dighton y �� RabatL clerk, P.E. PE 03@712 SWOkoel TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16' LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"1-IS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 A,B,C,D AREA 54.500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 A B,C,D AREA 82.000 I A B,C,D AREA 87.500 93.000 96.000 Awed* Mix per FJC 4M107 Roo I3F bake FJC 12/15/03 thaw* *as FJC 7/14/01 A C B,D AREA A C B,D AREA A C B,D AREA Rarlstots B litolskas A WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ. FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 18.06 SQ.FT. -80.0 -80.0 19.36 SQ.FT. -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER AS774 E 1300412 AND NOTES. CLEAN UP TAME 2 DESORPTION AND HEADINGS. CHANGE NOTE 1 ANCHOFtWO W1TH 412 SCREWS o'" I 39.500 +80.0 1 -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ. FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 +80.0 +80.0 +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SOFT. -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT -71.9 -80.0 -80.0 26.33 SQ.FT. 10707ECHNOLOGYORME NOKOMIS, FL 94275 P.O. BOX 1627 NOKOMIS FL 34274 45.000 +80.0 I -80.0 15.31 SO. FT. +80.0 I -80.0 17.03 SO T. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ. FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 29.06 SQ.FT. -83.0 -71.2 -80.0 30.00 SQ.FT. Visibly Better 48.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 +63.9 +72.2 +60.0 +61.5 +69.5 +80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 +71.8 +80.0 +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 78.8 -80.0 25.50 SQ.FT. -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HE GHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL RN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Sidedlakt Nrs 16 d 12 In•+om 4259-4 IB PRODUCT RENEWED es complying with the Florid* Battling 111,4 M Nib . .o ia;�L}G • • 40/ Roberti. Check P.E PE 039712 SLOdmel SCREWED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT HORIZONTAL SECTION (FLANGE FRAME) 0 0 0 111 0 i III KEYED CORNER ASS'Y Q WELD (FLANGE FRAME [Rohr 0 1 II II ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX WINDOW HEIGHT m m MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED as complylog with the Florida A n e.na.No0ec1 112• Io Eapdratisa Data 21 /11 2411 per Ras I OF F.K ta.4eF sasalF FJL F)' Dna Oste 4/4107 ties 17/1&R4 Nat 7114/09 Rations t Rations A 8F NO GHANOE THIS SHEET NO CHANGE THIS SHEET ome 1070 TECANOLOOYDRIVE NOKOMIS, FL 34270 P.O. BOX 1523 NOKOMIS, FL 34274 PIG" Visibly Bettor SECTIONS & CORNER ASS'Y, FLANGED lt ALUMINUM PICTURE WINDOW, IMPACT eematae PV F701 I �MLFI T d 12 I " 4258-4 113 2.784° 0 o o O'' 'miI 0 O O 00 OUTSIDE 0000 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING -- 2.784° -- 0 0 INSIDE PRODUCT RENEWED Ru C ede r owan= No M Ds Oiv6�ldn PR®DUCT REVISED es complying with the Raiding Cede �PrT00 iJIPP VERTICAL SECTION (INTEGRAL FIN FRAME) i Rad* F.K alder F.K e®ew FJC bar 4/4107 eoe 12/1613 axe /14/03 Aee14a RAMOS A B Ceededer NO CHANGE 1103 SKEET NO CHANGE THIS SHEET mte 1070 TEQ4103L00YORWE NCKOBOS, FL 94270 P.O. BOX 1520 NONCOM, FL 34274 PG" VisiU, Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Srialkdet PW.701 16;U18 d 12 D am' 4258 1 11 ITEM DESCRIPTION 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 F." RnadBF F.IC F.K owe 4/4107 Askc 1211699 flas 7/14A13 DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 " Rs Wow PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 Fes- .970" ITEM 10, Wastes a itattacew A cexakadqc NO CHANGE THIS SHEET NO CHANGE THIS SHEET arm INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3118" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS 3/16" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346" -+1 .050" 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 .975" ITEM 11 MAIL: 6063 -T5 DWG NO.4254 1070 TECHNOLOGY DR1VE NOXOIN.9, FL 34770 P.O. BOX 1834 nDXOA03, FL 34274 PAGT_ VfriMy Better ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 2.784° ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT SOW WYK I mae 9 r 12 Im.oc 42594 ( B 2.500" rxttftt z sr;,awaD as complying with mi 71"7144 B"Iding Code Acceptance No4* 7112• If/ Etpirad"a Date Mead Dade Mahlon PRODUCT REVISED r eomptgive amt the Florida Delfts CND AseaPeace // .�r .131° DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. T WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM 1/4° MAX. f SHIM • L'` • . SEE NOTE 1 FOR • • EMBEDMENT I 1 3/8" MIN. ®EMBEDMENT WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B 1/4' MAX. r 1 SHIM I 2x WOOD BUCK (SEE NOTE 3) 1 3/8" MIN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX. f SHIM T SEE NOTE 1 FOR . "`_ •` . `` lx WOOD BUCK ® EMBEDMENT. •:• • ; • (SEE NOTE 3) ® 3.5 KSI MIN. CONCRETE } 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: A v ..\%s 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. �f tz is\E 2. FOR WOOD APPLICATIONS IN-MM - NFY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR (SEE NOTE 2) A 1/4° MAX. f SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PRODUCT itteiti:iD as eowpryiog with Eta Florida B olding Cain Aearptmee No Bt 1 t l2' I b Expiration Date 21\9 rei By \ .. Dimon tom* FX Rend Br FJL Wee BF FJC bate Radions REVISE AAA UPDATE ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENER SPACING bats 4Rm7 D"e 11/169.7 Ibra 7114103 B Pabbartie A Dam 1070 TECHNOLOGY DRIVE NOKOMl4, 8.34170 P.O BQX 1628 NOKOMIS. FL 30274 pc," Vt.IM, Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT ledeslikekt PW.701 I a ear lamb na -t°tn rae NTS� 10 s 12 4259-4 I B L qmk PB. PE 038712 TABLE ANCHOR TYPE V VVINDOW "Y" DIMENSION 45.0° 46.5" 48.0° 2. 4. 1. 2. 4. . Z I 4. X Y X Y X Y X Y X Y X Y X Y X Y 9/£ ZLI Z/1 L 8/£ EL 01 I we - EL] Z/1 EL I 9/e WI. 8 8/£ Z1 etc EL LL 1 WE EL 1 1 LL 9/C EL I 1 LL I I9/EElI 1 91/9 6 I 1 ore EL 8/£ El 91/C 6 9/e EL 91 /E 6 I LL I 1 9/E ZL 1 I LL 1 I e1EEL1 I LL I I 8 /EEL1 1 En LL 1 18/EEL1 Eli L L 1 9/E EL I Z/L L� I 9 /E Ell I EL I 1 8/£ ZL J l 9/£ EL EL I EL 9/9 0l I Z/L 1 8/9 01 OL 8/901 Zit EL 8/9 01 4/L 8 I 8/9 01 1 9/9 01 1 I LL 1 8/9 0171 LL 1 1 8/S 01 LL I 8/01 91/E 6 I 1 8/ 5 OL 8/S 01 91/£ 6 8/9 01 9L/E 6 I LL I 1 8/ 9 01 I LL I 1 8/901 1 I LL I 8/SOL I E/L LL1 18/S O L I En LL I ors OL1 I Z/L 111 I9/9OI I EL 1 9/9 01 9/9 OL EL ZL ZL I Z/L L El. 01 El. Z/L El. EL I 4/L9 1 I ZL I ZL 1 LL I EL I LL I I Z L I I LL I EL 91/£ 6 I z I EL WE 6 8/9 8 91/£ 6 LL I EL I LL I �8/SB LL I 9/9 6 I Zit LL I EL E/L LL I 1 9/96 1 Z/L LLI 1 9/S 6 I ZL I I EL 9/9 6 EL I EL I WE 01. Z/L I WE 01 DL I P/£ OL I z,l z I W 01 4/l 9 WE OL 41E 0 1 LL I WC 01. 1 LL 1 4/E 01 LL I tie 01. 9L/£ 61 1 4/E 011 WE O1 9L/£ 6 91/91 9 91/E 6 I LL I 1 41E O1 I LL WE OL I LL I 91/918 1Z/L 111 4/£ 01 Z/L LL I WE 0 1 I 1 Z/1. I I 1 91/919 1 EL WC OL W O L EL I EL 91/EL LL Z/4 J 9L/EL 11 01. 91/C114 Eli EL 91./£1 14 4/l 9 9L/EL 11 19L/£L LL I LL 1 191/EL LL1 1 LL 1 1911E111.1 I LI I I 8/L 6 I 1 91/6 8 I 191/£1. ILI OIL 6 911E 6 9/1 6 91/£ 6 I LL I 19L /C1 11.1 I IL 1 1 9Il 6 1 LL I 1 9/1. 6 1 E/L LL I on/9 LL1 • L 1 1 8 /L 61 ( 9 111 9 1 EL 194/61 LLI 9/L 6 El I ZL 4/£011 Z/l LJ WE 0 1 OL WE 01 EFL EL WE 01 W I 9 4/E 01 I WE 01 I LL 1 WE OL I LL I 1 4/£ 01 1 I LL I 4/1 6 1 91/E 6 I 4reoL WE 01 9L/E 6 WI 6 9N£ 6 LL 1 1 4/E OL I LL WI 6 I LL I 1 4/16 I Ell. LI. 1 4/E 01 I Z/1 LL 4/1. 6 1 VILL1 4/1 6 I ZL WE 01 4/1 6 ZL ZL 91 /1.4 LLI Ell I I 91/14 ILI OLI 91 /LL LLI Z/1 EL I 91/14 111 4/1 9 I 91 /LL ILI 191/11 141 1 LL I 91/11111 1 LL I 191/1 14 1 LL I I DL I 1 91/6 6 1 I91 /LL 111 01 911E 6 WE 9 91/£ 8 I LL I 191/LL IL] LL 1 I DL I I LL I 1 4/e 8 Eli LL I 91/LL 111 I Z/L LL 1 we 9 I E/I Ill 1 WE 9 EL 191 /LL IL WC 8 EL _ZL 8/9 ELI Z/1L 9/9 ZLI 01 I 9/9 EL Z/L Et I 8/9 El I 4/I 9 9/9 Zl 1914E1.90 1L_1 19/9 EL I I LL I 19LIEL 011 I LI I 1 91/1 6I I 91/E 6I 1818 Ell 91/£1 DL 91/£ 6 91/1 9 911E 6 I LL 1 191/£1 011 L t4 I9L11 61 I IL 1 r 91/1 8 I Z/L IL 1 I91/EL in I 1 9LIL 6 1 Z /L LLI 87/161 Z1 1 911E L 011 9L118 EL _EL 93.0" O.C. 9/9 14 I I ALA 9/9 11 I L o� 9/S 11 I E/I EL 9/9 11 4/I 9 9/9 14 w 9/1. 01 I LL I 9/9 11 I LL I O/9 LL I LL I w 1 91/£ 8 I 9/9ILI 9 3/16 10 1/8 6 91/£ 6 I I.I. 1 1 9/9 14 I I LL I o, LL 1 1 8 /1. zr4 LL 9/9 LL I I E/1 11. I m I Z/4 I.I. I 1 8/1. 9 L EL J 1 8/101 1 6 EL 1 1777 98.0" O.C. EL I Z/1 1 I ZL I 01 I ZL I Z/L El Z1 I 4/18 I ZL I CO Z/tOL LL I EL I 1 LL I IZ /1 IL I 9/E 6 I 1 91/E 6 I I ZL I Z/1 OL 9L/E 6 91/1 9 91/£ 6 I LL I 1Z/L LL I I ore 6I I L I 9L/L • L L I I Z/L DI. • LL I 91/19 I E/L IL I 91/L 9I I zL I 1 Z/LOL I 91./1 8 EL I_z� NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X° AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 °Y° DIM. 1 1. °X" DIM. --►� ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4° ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16° ELCO TAPCON PRODUCT RENEWED q° i plyyg Cade whh the FYmtds DvkHeg asut 6�.pIZ �mml 1 4 es AB)- Rand Bs FJL Beam Bs FJC FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2° FROM ANY CORNER. ng. 4/41)7 Dec Oak 7/14/03 leretakes ana+eeex MIN SHEET Dale I 10701EC24N70.OQYDRIVE NOKOMIS, FL 34275 P.0.131721829 NOK3A24 FL 34274 Visibly Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT tbatetk aft I Stale I Oa to ae PW-751 PITS 11 d 12 I 42583 I B //A Helmet 1251, P.E PE 039712 Struffirtel TABLE 4. ANCHOR ON-CENTER ANCHOR TYPES: ANCHOR TYPE V WINDOW "Y* DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 4.114' ELCO SS4 C C R 4. 1/4° ELCO SS4 RETEFLEX 5.5/18° ELCO TAPCON 5.0° 48.5° 0° 4.,5 5. 3. 4. 5. 3. 4. 5. DIM. X Y .• X Y X Y X Y X Y X Y X Y X Y I.C. 9/£Z1 Zll 1 8/E ZG 01 8/£ ZL zit 9 8/£ El. Ell. El 4 /L 6 tit 9 B/£ ZL 4119 1 WI 6 CD 1 8/£ ZL 00 4/16 LL 9/£ElI 11 I 8/E El I it 911111 911E 6 I 8/E El 91/£ 61 8/£ Z1 I 1 911££61 91 /1 4/1 8 1 8/£ ZL I 11 I 8/C ZL 1 11 I 91 /1 8/99 8s ZL I I WI LL I 8/£ ZL I Z/1 it] 91/L LI 4 /1 9/£ El I El e/£ El El I I.C. 8/901 Z/L L 8 /9 01 01 8/901 Z/1 9 8/901 Z/1. El 8/9 01 WI 9 9/9 01 WI 9 Z/1 8 00 9/901 CD Z /49 I 14 I 8/901 11 j 1 I LL I Z/L8 911E 6 I 8/9 01 I 91/£ 8/9041 as 6 I 8/1 L I 4/1 8 1 9/9 011 I LL 8/9011 11 I 8/1 h I 19/991 819 011 Z/L 14 8/9 011 VI 11 9/1 h I W1 L I 9/9 01 I El I e/9 01 I Et I I.C. Z1 Z/1 L Z1 O1 I es 6 I Z/1 Z1 zit El 8/9 6 4/4 8 Z1 1 4/1 9 819 6 1 ZL 11 I Z1 I 14 _I I El I I 14 I 1 91/£ 6 I ZL I 91/66 I z I 91/E6 8/1 9 I 4/1 8 1 8/9 6 I 11 j El 1 11 9 /L 8/9 9 I 8/9 6 Z/4 LL ZL 1 Z/1 1L 9/1 9 4 /LL 9/98 El ZL ZL I I.C. WE 01 Zit L 1 WE 01 01 WE 01 VI. 9 I 4!E01 121/21 91/919 4/1 9 4/£01 411 8 91/9191 14!£ 91/11 I ll I tie OLI LL 1 WE 01 I I 1LJ 91/11 1 91/E 6 I 1 4!£ 041 91/£ 61 vie cot I 941E 6 I 91/1191 411 8 I WE 041 1 L4 —1 4/£ 01 I ll I 91/1191 8/9 B 4/£ 01 I VI I 4/£OLI I Z/L LL I 91/119 1 4/1 I I WE et I 4/£ OLI EL I I.C. 191 /EL 11 I zit I 191/£111 I 01 1 9/1 6 I 1 21191 191/EL LL 1121/21 1 91/1 9 I 4/L 8 1911£! 141 I 4/1 8 191/1 co 181/£111 CD 1 91/19 I 11 I 191/£1 LL I 11 I 194/£1 LL 1 91E I 91/e 61 1 9/L 6 191/£6 191/Cl 11 1 911E 6 I 91/6 9 I 4/1 8 1 1 9/G 6 1 I 14 I 91/El LLI I 1.1. I 91/6 9 I 19/981 9/1 6 I Z/L LL 911£1 III E/1 11 I 91/6 91 4/L h I 8/L 6 1 El 1 91/£1111 El 1 PRODUCT PrRt:4'oll tl aft* leg wUib lilt @ink hPo estkIlag Cade 1112. ID ON I.C. 4/£ 01 Z/1 L 4/E 01 01 1 4/£01 Z/1 9 I 1 4/£61 1 Z/ EL 4/4 6 4/1 9 1 4/£ 01 4/1 8 9L /4 9 tx. WE 01 at 91/19 I 14 I 4/£ I LL I 41£01 I 14 as I 1 91/£ 6 I 1 4/£ 01 1911E 6I WE 01 911E 6 I VI. 9 4/1 9 4/L 6 I I J 4/£ 01 I 11 Z/1 9 I 18/98 4/L 6 I I Z/L LL I WE 01 I Z/ 111 VI 9 4/LL WI 6 El tie et EL I.C. 191/1111 I Z/4 h 191/14 14 I 01 I 04 1 Z/1 9 1 I9L /L4 LL 1 E Ell I 4/E 8 14/4 8 191/14 411 14/19 4/£ 8 191/14 11 >, 1 91/£1 L I It 191/14 111 I LL� 191141 111 I LL t` 1 91/£ 6 I OL I 1 911E 61 191/14141 1811E 61 9/£ 8 1 1 4/48 1 01 I I 11 I 91/11 141 I 11 I 9/£ 9 I 1 e/s9I 1 4/£ e vi 1.11 191/11141 zit It I 9/L 9 I 1 4/1 h I WE 9 I El 1 91/11 141 I El 1 w �a BAltdm I.C. 8/9 Z1 Z/1 L 9/9 El 01 91 /1 6 Zit 9 I 9/9 El I Z/LEl 1 91 /L 8 1 4/1 8 1 9/9 Z1 4 /L 8 91 /L 8 co I 8/9EL I at 9116 L 11 I 91/£1011 I 1.1. I 8/9 Z1 I I ll I 19/19 I 191/€6 19 1/£4 oil 191/£61 89 E1 I 91/£ 6 I 91/9 9 I 1 4/481 91 /L 6 I L1 I r8/9ELI It I 91/9 9 I 1 8/9 8I 91/1 6 I Z/4 LL I 9 /9 ElI IZ/L LLI 91/£ls1 4/L I I 91/1 9 I EL I 9/9 ELI El I 93.0' O.C. 8/9 11 Zit I 8/9 41 01 141 01 zit 9 919 14 Z/1 EL at 1 4/L 8 'I 1 9/9 11 4/1 8 9/1 8 w 1 B/5 L L m ��L I 11 Ie/s 1L I8/9 I 11 141E 9 I 91/C 6 8/1 01 1 911E 6 8/9 IL I 1 91/£6 Ib/19I 4/L 8 C0 1.1. I 1 8/9 14 I 4l I 1 91/£1 9 I 1 9/881 01 I zit it I 819 it I IZiL 11 91/£19 I 14/1 I I 0, I El I 18/9 111 I El I PRODUCT REVISED Ns empVle=with the Rabb RaldligCode Aaept>mee Nei . a. .(�6 Date -!� a ?a1 sa l% /. '.�,, M., 98.0° O.G. 1 El 1 'Zit I El 1 01 1 9/£61 1 Z/1 8 I El I I zit El [91/1 4 /18 1 El 1 4�6 a - 1 1 9L /L 9 I w 1 El I at 191/11 1 I r 11 Tin OL I I 11 I Z1 1 I 11 I I Z/4 9 I 911E 6 I I Z/1 011 1 911E 6 I I El 1 1 91/£ 6 to r 4/l 9 r8/£ 6 �LL I I El I I 11 I to 19/9 9 I 191/1 8 1 Z/1 11 1 I El I zit 11 19/991 4/1 L. I 1 91/1 8 �Z1 I I El 1 I El 1 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „ MAX. ON- CENTER (O.C.) °X' AND DIMENSION FROM TABLE 4 (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2' FROM CORNERS L. �f L Clark PE. PEP39712 Ruckus] 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR I---- x DIM. — FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. Road By: Dew Reeslems 0TECHNO DR 19 7 NOKOU YOLO 34270 E P.O. BOX 1529 ANCHORAGE CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Ran F.K. F.K OW a NE1V81iff! Road Br 9 Vasa Br Fit. me° 7H4/03 rsem,le, 9999 - I A R.34274 'yyobjy , aeeorme PYW791 em NT$ !Daft 12 s 12 No. 4255.3 inc B MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 1 "X Heavy Wall Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 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. NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01 /05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ( -TN 1 ./ \\ \ \ ?",c\\ \\\\\ H I \ 1 1 1 T\ / .i 1 . CD — \ ( " \1/4 1 h ANCHORS C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS W1 W2H W W = W1 +W2 H = 141 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DL.ILKMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR Wl +W2 M2) MAX OPENING = W OR W1+02 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M.3) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. NOTES; 1. THE .33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL B° "C" OR "0" AT BOTH ENDS AND AT BOTTOMS MULLIONS H 1 obert L Clark, P.E PE g39712 Structural ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", C" OR "0" BOTH ENDS W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FtT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend By: F.K. Rend By F.K. Draw Si" P.J.P. rRe: ALUMINUM TUBE CLIPPED MULLION Oesertptbn: 1" HEAVY WALL, ELEVATIONS Series/Model: MULLS MULLION 30/06 L5/06 48/00 NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLILKMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W DRADD NOTES 5 &6 Revtekrar C —ADD TECH. REFS. Sheet I a 7 ULLION zavt atrs.wlaill. Morita= , . , -0 Drawing No. 6221 Rev: I A IVP" .. / " 1 / ANCHORS C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS W1 W2H W W = W1 +W2 H = 141 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DL.ILKMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR Wl +W2 M2) MAX OPENING = W OR W1+02 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M.3) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. NOTES; 1. THE .33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL B° "C" OR "0" AT BOTH ENDS AND AT BOTTOMS MULLIONS H 1 obert L Clark, P.E PE g39712 Structural ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", C" OR "0" BOTH ENDS W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FtT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend By: F.K. Rend By F.K. Draw Si" P.J.P. rRe: ALUMINUM TUBE CLIPPED MULLION Oesertptbn: 1" HEAVY WALL, ELEVATIONS Series/Model: MULLS MULLION 30/06 L5/06 48/00 NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLILKMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W DRADD NOTES 5 &6 Revtekrar C —ADD TECH. REFS. Sheet I a 7 ULLION zavt atrs.wlaill. Morita= , . , -0 Drawing No. 6221 Rev: PGT 1 x MULLION WOOD BUCK MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION 1° 1 MULL= 1 1 ° MIN. PGT 1 x MULLION FOR 1 " MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" ANCHOR EMBED. SEE NOTE 2 SEE NOTES 2 & 3 MIN. `B() lb() #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, SEE NOTE 3 2 OR 4° #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & .3 TYP CAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRL IL EDGE SEE °, IS 2 1/2° MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE —FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" . SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" .3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING , OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. SEE NOTE 1 PGT 1x MULLION c/5 ./0 PE #39712 P.E. Structural WOOD MIN. BUCK ( SEE ' NOTE 1 . • TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" •° OR 4 MINr— SEE NOTE 1 P.O. BOX 1529 NOKOMIS, FL 34274 2h(TYP) (� p O ® I WOOD BUCK NOVNI By: F.K. Rend By: F.K. Ova.a By: P.J.P. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS MASONRY ANCHOR, SEE NOTES 1 & 3 1 5730/06 0-MODIFY NOTES 3 & 5 "3/O4 C EMBED. DETAILS 48/00 1" HEAVY WALL, CLIP INSTALLATION DETAIL ' ° N � "0F DRIVE ALUMINUM TUBE CLIPPED MULLION Se,M el Sootx Shy °rawtng No MULLS NTS 2 ai 7 6221 Rev D 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 r 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR lx MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 A' 1 3/16 1 15/16 1 3/8 3 3/16 L 4-MAX. 4MAX. r A/2 O+ --A- -- A TWO (2) ANCHOR LOCATIONS © THREE (3) ANCHOR LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. .3. RV- tWENCE TEST REPORTS: FIL -2902, 2903 AND 2975. MIN.TYP. (2)EQ.SP.@ (A- 3/4)/2 B MIN. A MIN. A-- 3 MIN. 1 ONE (1) ANCHOR © TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS O THREE (3) ANCHOR LOCATIONS Robert L. Clark, P. E. FE #39712 Structural 1 iMIN.TYP. (4)EQ. SP. (A- 3/4)/4 � INDUSTWES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 14MAX. MIN) O SIX (6) ANCHOR LOCATIONS Rered 1 7 . ' F. K. Drawn er P.J.P. 3 MIN. 3 ® FIVE (5) ANCHOR LOCATIONS 30/06 595/06 48/00 Series /Yodel MULLS Seetc NTS MIN.TYP. MIN. TYP. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Revisions: — HGHG THIS SHT C � W, ADD DIM.&NOTE 11� i H EAVY WALL, ANCHOR LOCATIONS Tete: ALUMINUM TUBE CLIPPED MULLION Sheet 7 Drawing No. 6221 Rev. D 2 1 2 8 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 3 2 4 J 66 o vE Clark P.E. Structural 1 3 1 8 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tiller Morn 9r. P.J.P. 48/00 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5/30/06 0-NO CHG THIS SHT R F. $5/06 !-NO H C G THIS SHT 1 8 0earripuon: 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Serle/Mesdek Seal: Sheer aror>n9 No. MULLS 1 X 4 a 7 6221 Rer D CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR CLIP TO OPENING CLIP TO MULL 0 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL AA 42 48 50.625 54 60 63 66 72 76 78 84 90 96 OPENING WIDTH IN INCHES 50 (2) A (3) B (3) B 170 170 170 168 145 131 113 86 73 67 54 43 36 25 23 50 (2) A ( B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2) B (1) B 142 116 100 81 58 43 32 27 25 20 16 60 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A ( B (1) B 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 CHART 1. - 1x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 44 37 32 24 20 18 (3) A (3) B (3) B 170 170 170 165 116 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 63 30 22 18 17 80 (2) A (3) B (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 110 (2) A (2) B (1) B 130 99 80 62 42 35 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 160 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 40 36 28 22 18 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 35 27 21 17 Robert L Clark, P.E. PE #39712 Structural 130 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 7ECHNOLOGY ORM NOXOM FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 0,aen 9Y. P.J.P. Re ey F K. 30/06 575/06 48/00 serree/aoaee MULLS Vertical Mull Opening l Width Mull Length Horizontal Mull Opening Width L Mull _ Length Multiple Mulled Units r Opening Width Mull Length ReNsionx C-MARKED REVISIONS NTS Sheet MOD= 91INEWO zza to FUND McIP Ezpira= r, " ;7471 1 1-1 °1- 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Droolog No. 6221 Row CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL Q 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 (3) B (2) B 170 170 166 152 133 125 118 106 91 84 67 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 60 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 46 38 26 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 50 40 33 23 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 44 36 29 20 18 (2) A (4) •.B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 Vertical Mull k_Opening_l Width Mull Length Horizontal Mull Opening With Mull Length Multiple Muted Units Mull Length Opening Width (2) A (4) B (2) B 170 158 143 128 107 99 90 67 51 40 32 26 18 17 100 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 30 24 17 15 (2)A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 17 15 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 Robert L Clark, P.E. PE #39712 Structural (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 I 111:101[: USTRIES 1070 TECHNOLOGY ORM NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 R K R ey Ora= Br P.J.P. Smbe/Modee MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 30/06 55/06 48/00 Scale: NTS (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 NOTES. 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET I. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS 0—NO G THIS SHT Revisions: REVISIONS Sheet: 6 01 7 1" HEAVY WALL, PRESSURE CHART 3 TtDe: ALUMINUM TUBE CLIPPED MULLION Drawing Na. 6221 Rev: D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL© 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 50 (2) A (4) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 (2) A (4) B (5) B 170 170 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 60 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 22 (2) A (4) B (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 70 (3) A (6) B (5) B 170 170 170 170 170 165 140 129 102 82 67 47 43 19 80 (2) A (3) A (4) B (6) B (5) B (5) B 170 170 170 170 170 170 169 170 143 170 133 170 125 170 110 148 102 126 99 116 90 92 74 74 60 60 42 42 38 38 17 17 OPENING WIDTH IN INCHES 90 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 95 92 83 67 54 37 34 15 (3) A (6) B (5) B 170 170 170 170 170 170 166 136 116 106 83 67 54 37 34 15 Vertical Mull k_Opening_i Width - r Mull Length Horizontal Mull Opening WI th Mull j Length Multiple Mulled Units Mull Length \Opening Width 100 (2) A (4) B (5) B 170 170 170 158 131 121 112 98 90 87 77 62 50 34 31 (3) A (6) B (5) B 170 170 170 170 170 170 156 127 108 99 77 62 50 110 (2) A (4) B (5) B 170 170 170 157 128 117 108 94 86 83 73 58 47 34 32 31 ! 29 (3) A (6) B (5) B 170 170 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 ete bed L Clad , P.E. PE 03g712 Structural 120 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 44 30 27 (3) A (6) B (5) B 170 170 170 166 145 115 98 89 69 54 44 30 27 130 ( A (4) B t lB, 170 170 170 157 127 118 105 89 81 78 66 52 42 28 26 W IL or m il im I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3) -A •j6) •(5)B 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 160 (2) A (4) B ( 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 9 P.J.P. Serdee/Modek MULLS (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rave 6p. 530/06 D O CHG THIS Siff R F.K. 5 : 5/06 C REVISIONS 48/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 ROe: ALUMINUM TUBE CLIPPED MULLION Neaten NTS Sheaf: 7 a 7 �w� Wit .oR Milcalts OrcMnp No. 6221 Ran D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline com This NOA is being issued wider 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 "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No .11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL - 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 Isl.« 1. Lhe,,J.. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: , O X XO, OX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR INT. - 3/16" HEAT STRENGTHEND GLASS EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM —► .402 .�® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 CD NNW EXTERIOR 112' GLASS BITE ® 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .465 '0— �B 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 Rend EF er F.K RtrodEr FJC bon By FJC Ear 6 +!807 Mater ReAtkat 8 bake 2122/07 A md.rBF J.J. CURVY EXT. OFGIAB9 OVERALL DBCRIEESBANDt#AB.4BITE .47E ADD GIASSIXIE CU TO MAXIIRaDBTAB*AOD CEASEDEO. TM REVISE NOTE!. A 7.8 ADO NOTE S. 669/87 1070 TECId10LOGYORM tescala FL 3Q78 P.O. BQX 1829 NONOM1S FL 34274 P SsIbb Beater NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ealaaotA FDtoI Salle Be,! ix 1 10 OaY"Aa 11005.1 Row B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved m as eompt� with the Date 16, ?ap7 NOA# 01- 0 Z4' U Miami Dade Product Caattul L Olod6 P.P. PE 439712 Shutout TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS WI SIDE IJTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH e- 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 ° -953/4" 3° 3712 "I 6° 71 3/4" X WIDTH 2° 2512" 27 1/2" 291/2" 2 31 12" 2 3312" 3512" 3° 3712" SINGLE SIDE LITE ranee" Read Ug FK a.aeF ass FJC Wee 0 WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 63 3/4" 67 3/4" 6 71 3/4" O WIDTH 103/4" 123/4" 19" 21 3/4" 27 3/4" 38 1/8" 36 3/4" Awakes Raba= A 8 a.aa* J.J. +75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 +75.0 +75.0 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 6 - 79 3/4" +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 ware 6/1807 DAN /22i07 -75.0 -75.0 -75.0 -75.0 +75.0 +75.0 +75.0 +74.9 -75.01+75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +55.4 +51.8 +48.8 +48.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +81.0 +49.9 +35.2 +34.0 -75.0 -75.0 -75.0 -74.9 7 - 83 3/4" -75.01+75.0 -75.01+75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 +75.0 +71.4 +70.4 -75.0 -75.0 -71.4 -70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +47.2 +352 +34.0 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 RE18SEDTA8LE2 NNW PRESSURES MD CAMEO 110ALREBIF. VERSION WHIM MASS TYEB BMAx8DE8SV10NO7E8&ADDNOmEB5 & REVISE WAN 1.9 &8. ADD NDTA7101 ®TOTAB!&1AND REDUCE MAX 81ffiDEexaN PRESSURE MD ALUM: ALL DPS FOR TAMER nog 6131/07 +75.0 -75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 GLASS TYPES A, B, C OR D +75.0 +75.0 +65.0 +57.8 +61.9 +55.0 +44.7 +352 +34.0 -75.0 -67.8 -88.6 -75.01+75.0 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -352 -34.0 +75.0 -75.0 +75.0 +64.2 +63.1 8 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 1070 7E0NNOLOGY DRIYE NDKOa@3 FL 34278 P.O. BOX 1529 NOKO10S FL 30174 -75.0 -64.2 -63.1 -75.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52A -42.6 -34.4 -34.0 NOTES: ®1 GLASS TYPES: A. 318' LAMI (1/8' A, .090 PVB, 3/16" HS) B. 3/8' LAMI (1/8° HS, .090 PVB, 3/16° HS) C. 7/16° LAMI (3/16' A, .090 PVB, 3/16° HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ® 2. COMBINED DOOR & SIDE UTE WIDTHS FOR TABLE 1 OR 2. MAX OXIXO WIDTH = 731/2' MAX OXO WIDTH = 10912' MAX XXOIOXX WIDTH =107 3/4° MAX OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 518° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF PIG" EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85° HIGH DOUBLE DOOR WITH 38112' SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.61-43.6 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4' WIDE x 80' HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF ® 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES TIN ALUM. FRENCH DOOR & SIDE LITES, IMPACT BellwOotlet 70101 sow 1x 1 d 10 I "MI" 11005 I B Approved as complyia8 Ma Florida ' Code NOA9 NO Mug Dade Product Cantrell M 1/ 1 Ftobert Wk PE PE #38712 8trucLUal 731/2 MAX. °4 tax. +BEE NOTE 3- -I -1 SEE NOTE 4 OX OR XO 37 1/2" IA MAX SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) OXO L SEE NOTE 4 SEE NOTE 4 143 3/4° MAX. — SEE NOTE 3 G G DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' 383/4' MAX. SEE NOTE 4 4' G •) n •yi wri :ui ;fug with the C a d dy L�t xT .. l� GY4_•_TQ 2,`1 6, NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 5(0','OX', 'OXO''XXO','OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (IO(' DOOR = DOOR WIDTH/2 -4.079) RearlOA FA: FA Oc o&A FJC DAA O* WNW tibt 2127/07 Reekror tesArken B A ObeladitR CORRECTVERNGY. OLOAADF?m11AAS AOOOLOFORWABFOR DOORAADEZEL17EAODDOaWOL000L ®YIBYOEAO BOLTAOD BPEICIFYWAO7. AND MAACK Das 8/1'107 1070 TEC000LOOYOHNE 010 1026011, a 34276 P. BOX 1520 NOKOMIS, FL 30274 PGT Visibly Bemr ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT trximetala FD101 N7S 13 d 10 I�'°� 11005 -1 I B Rdimt L P.E. PE 030712 S6uattn t /7 " m 1 E O v MA m' O 0 i lE \ ` 1 XACT \ ` \ � 1 \ / Er ' I E /X INACT. I Er O 731/2 MAX. °4 tax. +BEE NOTE 3- -I -1 SEE NOTE 4 OX OR XO 37 1/2" IA MAX SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) OXO L SEE NOTE 4 SEE NOTE 4 143 3/4° MAX. — SEE NOTE 3 G G DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' 383/4' MAX. SEE NOTE 4 4' G •) n •yi wri :ui ;fug with the C a d dy L�t xT .. l� GY4_•_TQ 2,`1 6, NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 5(0','OX', 'OXO''XXO','OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (IO(' DOOR = DOOR WIDTH/2 -4.079) RearlOA FA: FA Oc o&A FJC DAA O* WNW tibt 2127/07 Reekror tesArken B A ObeladitR CORRECTVERNGY. OLOAADF?m11AAS AOOOLOFORWABFOR DOORAADEZEL17EAODDOaWOL000L ®YIBYOEAO BOLTAOD BPEICIFYWAO7. AND MAACK Das 8/1'107 1070 TEC000LOOYOHNE 010 1026011, a 34276 P. BOX 1520 NOKOMIS, FL 30274 PGT Visibly Bemr ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT trximetala FD101 N7S 13 d 10 I�'°� 11005 -1 I B Rdimt L P.E. PE 030712 S6uattn t /7 m 1 E O v \ 1 \ lE /Er / X 11 I I E O 731/2 MAX. °4 tax. +BEE NOTE 3- -I -1 SEE NOTE 4 OX OR XO 37 1/2" IA MAX SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) OXO L SEE NOTE 4 SEE NOTE 4 143 3/4° MAX. — SEE NOTE 3 G G DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' 383/4' MAX. SEE NOTE 4 4' G •) n •yi wri :ui ;fug with the C a d dy L�t xT .. l� GY4_•_TQ 2,`1 6, NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 5(0','OX', 'OXO''XXO','OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (IO(' DOOR = DOOR WIDTH/2 -4.079) RearlOA FA: FA Oc o&A FJC DAA O* WNW tibt 2127/07 Reekror tesArken B A ObeladitR CORRECTVERNGY. OLOAADF?m11AAS AOOOLOFORWABFOR DOORAADEZEL17EAODDOaWOL000L ®YIBYOEAO BOLTAOD BPEICIFYWAO7. AND MAACK Das 8/1'107 1070 TEC000LOOYOHNE 010 1026011, a 34276 P. BOX 1520 NOKOMIS, FL 30274 PGT Visibly Bemr ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT trximetala FD101 N7S 13 d 10 I�'°� 11005 -1 I B Rdimt L P.E. PE 030712 S6uattn t /7 MAX. DLO o 1�i l MAX. DOOR HEIGHT 1.489 4 INTERIOR EXTERIOR R fl MAX DLO DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL MAX. SIDE LITE HEIGHT INTERIOR SLVIEWG -G CORNER ASSEMBLY Approved as complying with the Florida or 8 z oo? NOM erg-04 • /.0 Miami Dade Dulcet Contml srAt.tip I.U14 .l.. anai eUF Fx dbweeF FJC t4.aSF FJC a. ore WINOT Oats Dar B A d.dadaF J.J. NOdNMSH049 0FffT. SHOW OCCA EHOLLOWHEADef0 ►IONATCORIGRASBBE.Y vac 1070 TECHIVOLOGY DRIVE nI 1COME rime P.O. Bc p[ 1@B a 3127 PS Visibly Betts, EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LIES, IMPACT Fmw 1 1/2z 14 • 10 i °r°° 11005-1 B r -MAX. SL WIDTH -1 MAX. DLO MAX. 'X' WIDTH DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) DC SECT. D -D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR Approved as complying with DR Florida ��r dal Dare NORM Maud Dade Productp atrol NOCNANGET/99&EkT. craw RK wwtdc FJC ore vox 8T807 aee 8%407 bow 1/21/07 Rrrda E A J.I. ADO 'DOOR NB8DEl71C°708E4lUVEE8 'OM6F EWE WE MINOT. RF OM 821/07 1070 Tai' NOLOOYDRVE No+coee 34178 P.O. BOX 1878 NOS, FL 54274 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT aselibfit FDfal 1 5 I S 10 I ra 11CO5-1 Rya B 11f Robert L 9tok, PE. PE #39712 Structural ITEM DWG # 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 943B 1010 7070 955 938 958 995 998 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 60411 60300 67070K 7955X 7938X 7956A 7832X12FP)IP 70995 70998 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 80300 66608M 78X112PSATS 71048 930 PGT# 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6081 -T5 #8 X1.500 PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 27 30 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 FA Road DA FJC F.K 1118 7070 9100 911E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 983B 8848 1213 929 1139 982 930 931 1118 957 1118 8H&07 7/77!07 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 6792413 41720 76X12FPAW 7P30GG 6983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA ReAbs B NO t7VVX7t4B rosokae A tanoiseaA bar 82487 #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187X.300 HIGH DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10X.625 PH. FL SMS TRUSS CLAMP 5/16-18 THREADED ROD 5/16-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #8 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X .750 PH FL SMS HANDLE STRIKE PLATE #10X.750 PH FL.SMS tm.ae,: Link Itoklear ADO ttHalOaDeltDML M° SIMIAN PAVEL War TOREAM. 1070 TECHNOLOGY DRIVE a31276 P.O. Bgx1828 NOKOMIS, FL 94274 ITEM 80 81 62 63 64 65 68 67 70 71 72 73 92 93 94 95 98 97 98 102 103 DWG # 920D 921D 916B 1155 998 999 934A 4222A 988 986 1224 Pc" Vitlby Behr PGT# 6920D 6921 60381 781PQA 7998 7999 61641M 712653K 71267K 64222 6988 64988 6TP247 11008A 141106A OFF -THE SHELF bdullbit F0101 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTLING BLOCK, 3/32" X1/4" X1' W /PSA SETTING BLOCK, 1/16" X 1/2" X 1° W/PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SIUCONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8° LAMI -118" A .90 PVB, 3/18" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3116" HS GLASS, 7/16" LAMI - 3/18" HS, .80 PVB, 3/18" HS ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK 604 H 360 13 OUTSWING THRESHOLD CHANNEL COVER 6083-78 ►- 2.750 -.1 ( � 1 -1- 25 _1 2Z TUBE MULL 6063-T5 1.000 PARTS LIST 7- ALUM. FRENCH DOOR & SIDE UTES, IMPACT 1/21 I 6 s 10 I °�� 11005.1 mer B Approved as complying with the Florida Bmdin Code Date NOAa D lS7f d Mlami Dade Product i eel Bs SGa� I. ( L.4t..1.- L park. P.O. 'E #39712 Structural 1.400 4.000 1.272 I- r g� I DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 3. �+1.500� 655 3.111 11 II r 1 1-••—.558 .050 .550 .050 Q t FILLER HEAD ADAPTER 6063 -T8 I -3.000- 1 1 FRAME HEAD 6083 -T8 4.726 4.100 1.479 J 3.000-1 11 OUTSWING THRESHOLD 6083 -T6 31 1.489 DOOR PANEL SIDE RAIL 6053 -T5 .750 TRUSS CLAMP 6063 -T5 4.726 4.100 1-3.100 3.100 -�{ 60 SL HEADER 6083 -T8 O DOOR PANEL INTERIOR ASTRAGAL 6053 -T5 4.675 3/8' GLAZING BEAD 6083 -T5 61 SL SILL 6063 -T6 O DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 72 7/18' GLAZING BEAD 8063 -T5 —1.678 .890 t+- 1.480 - 1 20 DOOR FRAME, JAMB 6063•T6 .050 3.000 62 SL JAMB 6083 -T6 2.980 .050 - SL JAMB 66 ADAPTER 6063-T6 37 WEATHER STRIP CHANNEL 6063•T6 2.125 ,► 32 HINGE 8 083 - 0.375 .125 Approved as complying with the Florida Hannah Code Date OGT /k f 7 q A � p7 SOAP n7 —e` 2 tw 0 Mad Dade Product rot 1 414 al . a 41 ArodlAx PA: Fa: NO MINCE MIS SHEET. ADO' OOOFF 7O REN 20 a OLAS S a®Dffi ?DRAMS,, AM, 411.1 62 u>aaeF FJC tam OAF WNW MINN ogre 2122107 AAA= ItrafAxx B aeMfore A CANYWDA 10707ECKNOLOOPORME NC KOM$. FL S[a6 P.O. BOX 1629 NCB FL Sf 74 Pic" 1�Ldbfy Berner EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT aterAialA FDIOI leak m 112x I 7 r 10 I �� 11005-1 Rfils B d L Clark, P.E PE 039712 Structural 2,7 } JAMB ZONE lir C ,/ OXXO \ / / > ) } JAMB ZONE B° \ \ 1 0 N HEAD 1 ZONE "C" 1 NOTES: 1 • z N m I_ SILL ZONE "C" SEE TABLE 3. SHT. 9 HEAD � E ▪ �ZONE t zO N l SILL SILL , I- ZONE -1--ZONE ""� ZONE - 1 SEE TABLE 7., SHT. 9 HEAD ZONE 'D'tZONE""D' I w 1 A XX SILL j SILL ZONE 'D' ZONE 'D' SEE TABLE 4., SHT. 9 z N < XXOOR A \ \\ OXX ZONE 'D "ZONE "F"� -} SEE TABLE 7., SHT. 9 HEAD ZONE "E" O w 0 N 3 5 w 0 N HEAD 1 ZONE "D" ZONE E°1 // < XOOR \ 1 OX t ZONE°E°� 1_ SILL 1 SILL ED T ZONE T ZONE `E'' SEE TABLE 6., SHT. 9 SEE TABLE 8., SHT. 9 HEAD HEAD �ZONE E" � � � ZONE "F" 1 ZONE 1 , SILL } Z E�ZONE'F'�ZONE'F'� O E-1 SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4'H UNIT. 71 3/4'W IOC DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4° ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4' MAX. 0.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4° SIDE LITES "B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4° XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appro"..i as romtr; nng with the Florida Wiling Coge Dale O'T Itri 10 NOM 07 4 Z5'. /h Miami Dade Prodnet Canton) Gpl I. l Les N.G- 2 r FA: FJL FJC bar Hobbs AWArge mit 212247 Iftlekor A J.J. NO CHANGE TM9SNET. WV MD ANCHOR TYPES TO 8011111014 82 767 1070 TEDLYO oGrDRIVE NOKOWS, FL 34275 P.0. E¢x16Tg NOKOMIS, FL 34274 Visibly ANCHORAGE, CONFIGURATIONS 1 ALUM. FRENCH DOOR & SIDE UTES, IMPACT fidsdlibbk FOlO} r at plea NTS 18 a 10 Iarrusau 11005 -1 I B � a P� L Clark, P.E PB 429712 Structural JAMB ZONE "A" JAMB ZONE "Er JAMB ZONE "A" TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS ° X" - 25.50 TO 37.50 WIDTH x Hl: 26.50 x 79.76 83.75 87.75 91.76 96.76 27.50 x 79.75 83.75 87.75 91.76 95.75 29.50 x 79.75 83.76 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 67.75 91.75 96.76 35.50 x 79.76 83.75 87.76 91.75 95.75 37.50 x 79.75 83.76 87.75 91.76 85.75 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 W aweF xw.eer FR Rod Itg FX arm* F.1( 5 6 5 5 8 5 5 5 8 6 6 5 8 6 6 8 6 8 6 7 6 6 6 7 7 8 6 8 7 7 6 6 7 7 7 new Mee WNW Dar 2/22/07 A, B, C, D 2,3, WOOD 1,2, COQ b LOAD ZONES 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 10 2 6 3 8 3 8 3 10 3 10 3 8 3 8 3 8 4 3 10 4 3 10 4 3 8 4 3 8 4 3 10 4 3 10 4 3 10 4 3 trerae same 8 Rams A teeF TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, D ANCHOR TYPE 8 SU BS1RA1E 2.3, WOOD 1,2, CONC DOOR WIDTHS ° JOC - 47.76 TO 71.75 m WIDTH x HL 47.76 x 79.75 4 83.75 5 87.75 5 91.76 5 85.75 5 51.75 x79.7 5 83.7. 5 87.75 5 91.75 6 95.75 8 55.75 x 79.75 5 83.75 5 87.75 5 91.75 8 95.75 6 69.75 x 79.7. 5 83.7. 5 87.75 6 91. • 6 95.75 6 63.75 x 79.7• 5 83. 6 87. • 5 91.7. 6 95.7' 7 57.75 x 79.75 6 83.7 5 87.7. 6 91.7. 7 95. • 7 71.75 x79.7. 6 83.7. 6 87.75 6 91.7 95.7. 7 a3 LOAD N a of dN 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 B 8 8 8 8 8 8 8 8 10 B B 8 10 10 8 0 10 10 0 4 Cl) o r 5 i NOCHNSGE7i42MEET. A� W.D USE YDTAMES TOTAB.E4. 9'. CHANGE WIZ 6. HEAD ZONE 'L 70 'DWI COMM ADD Ti6mANCHOR TYFE9. 811/87 TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS - 10.76 TO 38.75 WIDTH x HT. 10.76 x 79.76 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.76 91.75 95.75 19.00 x 79.75 83.75 87.75 81.75 95.75 21.75 x 79.75 83.75 87.75 91.76 95.75 27.75 x 79.76 83.75 87.75 91.75 95.75 38.13 x 79.7E 83.75 87.75 91.75 95.76 36.75 x 79.76 83.75 87.75 91.75 95.76 A, B, C, D 2,3, WOOD 1,2, CONC ZONES 9) 0 LOAD 10707150100100Y DRIVE NOKOMIS FL 34278 P.O. Big 1618 Nth, a NM 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 8 8 8 6 6 7 7 7 6 6 7 7 7 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 TABLE S. XO & OX 10.75 x 79.75 83.76 87.76 81.75 95.75 12.75 x 79.75 83.7 87.75 91.75 95.7 19.00 x 79.7 83.7 87.7 91.7 95.75 21.75 x 79.75 83.76 87.75 91.76 96.75 27.76 x 79.76 83.76 87.75 91.75 95.75 38.13 x 79.75 83.75 87.75 91.75 95.76 38.75 x 79.75 83.76 87.75 91.75 95.76 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 6 6 6 8 6 6 6 7 7 7 6 8 7 7 7 GLASS TYPES A, B C. D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1.2. COQ DOOR WIDTHS "X" - 25.50 TO 37.50 WIDTH x H6. SIDE U TE PST VMLIi Bette► x U x 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 4 4 5 5 ZONES 0 0 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 TABLE T. OXO, XXO OXX & OXXO GLASS TYPES A. B, C, D ANCHOR 7 TYPE 2,3, WOOD 11,2, CONC DOOR WIDTHS • - 25.60 TO 37.60 ° )O(" - 47.75 TO 71.75 SIDE UIE WIDTH x HT 10.76 x 79.76 83.75 87.75 91.75 95.75 12.75 x 79.78 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.76 91.76 85.75 21.76 x 79.75 83.76 87.75 91.75 95.75 27.75 x 79.7E 83.75 87.75 91.7E 96.76 36.13 x 79.75 83.75 87.76 91.75 85.75 38.75 x 78.75 83.75 87.75 91.75 95.76 O O ZONES 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 6 3 5 3 5 3 5 3 5 3 B 3 6 3 6 4 6 4 7 6 7 5 7 6 6 4 6 4 7 5 7 5 7 6 LOAD 1` 4 2 4 2 ANCHOR QUANTT1Y LOAD ZONE TABLES I'. 1- x 4 2 4 2 g 4 2 K 4 2 4 2 9 4 2 m 4 2 Sg 4 2 4 O 4 4 2 4 2 g 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2 O 0 O Q z x ALUM. FRENCH DOOR & SIDE UTES, IMPACT arlimellbae FDfm I NA 1 8 d 10 �°'°'" 11X5 -1 I B APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4° ELCO S64 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved to complying with the Nitride Dale x ft/ IP 2 ao7 NOM n7 -. nL.P . Mend Dade Product Control gy I acal I. 1 444 U Jr_ ri h •/ L Clerk. PE. 838712 Structural 1 3/8' MIN 2X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. 2X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 EXT 1/4° MAX. SHIM 3!8' MIN. 1 3/4" MIN E.D. MIN E.D. I DOOR HEAD (CONC) 1 3/8' TYPE 1 1 3/4° TYPE 2 1/4° MAX. SHIM CONC. ANCHOR. NOTE 1 1/4" MAX SHIM 1/4' MAX. SHIM :I 3/4' MIN. ED. 3/4° MIN. E.D. Ext 1X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) CONC. ANCHOR, NOTE 1 NOTE 3 L• r1/4" MAX. 1 ---/- . ; 1 3/8° TYPE 1 , _ ;'• 1 3/4" TYPE 2 1-..— 3.4 KSI MIN. CONC. t .... 1 2X WOOD BUCK, NOTE 2 - MIN. E.D. DOOR SILL (WOOD) DOOR SILL (CONC) 2X WOOD BUCK. NOTE 2 1 1/4° TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4° TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 318" MIN. CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 3.4 KSI Mgt CONC. 13/8' MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDDED 13/8' MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALUC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3/8 " TYPE 1 1 3/4" TYPE 2 1 1/4" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM I 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) MOM „11 „, 1 3/4” MIN. ED. WOOD ANCHOR, TYPE 2 OR 3, 2X WOOD EXT. NOTE 1 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK. NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE „ 1/4" MAX SHIM . ; :. ........i 3/8` TYPE 1 : A. i.:' • -:-. '• ...3 314" TYPE 2 :: • • : y • . ..: t■:- 1 3/4" -... t MIN. ED. -1 SIDE LITE SILL (CONC) 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4° MIN. E.D. Approved on cumpt, 'A ittl th Florida Dwain Code Date ile.Tlet_ NOM 7 Miami Dade hutted Control M igi I. (I Sall- lamad Das AC I CWAISE THE !MEET. 8PEa TYPE, 82BEIED. ON COM DE88118. SPEC. TYPE2418081•1000 DETAIL& MD ANCHOR IWO TONOIE PIMP= 8 Nail= A Marie* Odle erruo7 1070 TECHNOLOGY DRIVE NOICOMIK FLAWS P.O. KW 1029 MCKIM& FLAWS 1E! Visibly Bester ANCHORAGE DETAILS Met ALUM. FRENCH DOOR & SIDE LITES, IMPACT FZII01 NTS SSW 10 d 10 argaft, am 110054 L Clark RE. PE #39712 Structural /2(7,1