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WS-10-1026Inspection Number: INSP- 150058 Scheduled Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MAIDBREY, JESSE Job Address: 1130 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Building Department Comments REPLACEMENT OF 13 WINDOWS AND 2 DOORS PasseVZ 9 i ) .777, j Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 149720. CREATED AS REINSPECTION FOR INSP- 145163. Revise layout to show work. Provide engineer letter for concrete as buck filler. NB L. September 24, 2010 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 Number: WS -6 -10 -1026 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050190440 Page 6 of 15 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) i Phone # D5 dC3574 Owner's Address 1 2O N. 9., 1.00 City IL-Pomg,SkraceS state r Zip 3 13 8' Tenant/Lessee Name Phone # Job Address (where the work is being done) I ( 3 0 N KO 4 '7 City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # 30 Is Building Historically Designated YES NO 9 , _uo-ae s Contractor's Company Name -2. , P 1 - ._./Y1p00-.1 60 9/e-e>1ho f ne # 505 -626 Contractor's ddress Hoe. ( ao 20%. 0 c9 9..... City K..PW State r ( Zip 53155 Qualifier Name ci)prn Cyr) c r.--(0 2— Phone 113(ac --• (,00(., — 5 '701 State Certificate or Registration No.3 0,0_„13i/inci1/ Architect/Engineer's Name (if applicable) • Type of Work: ------ Describe VVork: DAddition iami Shores Village uilding Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 '0Alteration Permit No. Master Permit NI). LC) (6 Electrical Plumbing Mechanical Roofing ONew Certificate of Competency No. Repair/Replace 0 • Value of Work For this Permit $ Square / Linear Footage Of Work: cia 0 Demolition krAffiriffeBTAININT. AMIliell1M7811 a Submittal Fee $ Permit Fee $ CCF $ •CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ - 6) CO See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or gent The foregoin + ++ eat was ac owledged befo day of 0 10 by 8SS who is personally known to me or who has produced As id NOTARY PUBLIC: Sign: Print + ,_+ +.o, J tU Y MADAY DE ARMAS -SOUS MY COMMISSION # DD 950325 EXPIRES: February 7, 2014 Bonded Thru Notary Public Underwriters My Commission Expires: :(Revised 02/08/06) cciaLi th_ ammet APPLICATION APPROVED BY: ,4i /h /0 me this 1 Signature The for oing ' trument was day of 20 lb who is personally known to me or who has produced as i+ . r 'oakeanoath. ' MABAYDE NOTARY PUB `- ARMAS ►s . MYCOMMISSION did t #DD9S .,_ Yom` Bonded Notary 7, 2014 Ate. Underwriters ern A �nRt My Commission Expires: cknowledged before me this M by It OY) �C CLO 2- , Plans Examiner Engineer Zoning NOTICE OF 12A 3. Owner (s) name and address: "0.3Sfq cRd1, irp,_ • Interest in property: fpC,A9A....0K, Name and address of fee simple titleholder: 4. Contractor's name and address: P1 44&( 0.0 . 7eQ 00e, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: 9. Expiration dor (theexp 1111111 11111 11111 11111 1111111111 11111 1111 1111 CFN 2010R0412125 OR Bk 27324 Ps 2867; (1p9) RECORDED 06/18/2010 0934:00 HARVEY RUVIN, CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE STATE OF FLORA, COUNTY OFDADt. ! HEREBY CERTIFY that this Is go copy of the rri COMMENCEMENT ufiginal filed in this Ocean 11,41e , A D 20 4 c ; I : r of WITNES my hand and Official 3 al, HARVEY RUVI , CL " of rc nd C By A RECORDED COPY MUST BE POSTED ON TILE JOB SITE AT ITME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE TEE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: a ' a3K0C0 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 and address: Sin addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: unless a different data is specified) gnantre of Owner Print Owner's Name Prepared by : dei ir Sworn to and this t() day of Notary Public AR Print NotuY's Name lhuP'- Wifi ' My Commission Exphes: 11,07M111h IFers 104 0nl►o Uo 4-7f ib ynApAy BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING itleholder) Owner's Ad City am6 Tenant/Lessee Name Email (where g done) ( lam b < J Job Address where the work is bein done City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 1 S OS C ( Is Building Historically Designated YES NO Contractor's Company Name Contractor's Ad City Qualifier Name Type of Work: Des ' Wor Submittal Fee $ . barb esss� L4 C LS(() 79 00E State Pi DAddition /710 " Value of Work For this Permit $ Miami Shores Village acm-10 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 DAlteration Permit Fee $ Building Department DPBR $ Violation date: Notary $ Training/Education Fee $ I ' Scanning $ I S'00 Radon $ Double Fee $ , A BY° Permit No. y �!J 10 Master Permit No. Zip 3 r-r Phone # DNew air/Replace Flood Zone 9,I ((pc ' JUN 0 2 2010 State Certificate or Registration No.e-l• 1 611 `-t -` C ` /ertificate of Competency No. Contact Phone 1S0 ' 0 W -Ott 2 E -mail Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ❑ Demolition $ * * * * * * *** * *** * * * * * * * * * * * * * * * * * ** * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** a 6 CCF$ -,O CO /CC $ Technology Fee $ 3tC0 Bond $ Structural Review. $ Total Fee Now Due $ 2.40'20 See! Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COlVEVIENCEMENT 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 inspectio : ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection t I n'+ b ro4d and a reinspection fee will be charged Signature at* t r '� Signature OP gesaaatisgai Contractor The forego g ins . n ent was acknowledged before me this Z The foregoing ins ent w a ged before me this I day of ! : '1 201 , by , day of -S,( / dIJ , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY F UBLIC: Sign: Aria Print: My Commission Expires: As identification and who did take an oath. (Revised 07 /10 /07)(Revised 06/10/2009) My Commission Expires APPROVED BY ' /9/ 4 ' , Plans Examiner Zoning Engineer Clerk checked 0 COUNTY ZONING DEPT BUILDING CODE CO PI AND REGULATIONS 140 WEST, FLAGLER STREET, SUITE PRODUCT CONTRO DIM ON ` MIAMI, FLORIDA 33130 -1563 1603 b Iv 6 (305) 375 -2901 FAX (305) 372 -6339 NICE OF ACCE�AIC O A) ' www.miamidade.eov/buildinecodc L' Industries, Inc. 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 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 ", sheds 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 coliy of Ehi$ ejnite ileA shall be provided to the user by the manufacturer or its butbrs /iava?abia fdrlispUtion at the job site at the request of the Building Official. This OAI revises 6 loo. 040445.b6 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval dbcinme t Mentioned above. The submittaid. e - titian As reviewed by Manuel Perez, P.E. • • . ••••• •••• .•••• •••• ••• ••• • • • •. • MIAMI DADE COUNTY, FLORIDA SUBJECT TO COMPLIANCE WITH ALL FEDERAL METRO -DADE FLAMER BUILDING • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • ••• • • Gros Village 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. FM 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 P6 Product Control a: i; it NOA No 07 i .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • PGT Industries, Inc. 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.I. 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 "Saflex 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. FM - 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 Fri- 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. • ...... • • • • • • • • • .. ••• •• • • • .• • .•• • • • • • • • • • • • • • • • ..• • • • • .•• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • .. • • • • ••• •.• • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • . • • • . • • • • • • • • • • • • •• • • • • •• • .. • • ••• • • E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 •••• • • •••• • • • • •••• • •••• • • • • • • • • • •• • • • • ••• • • • • • • • .• • • • • • • •• • • i • •••• GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 5/16' 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. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER • • • • D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER • • E. m6° 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 SAFLEX/KEEPSAFE • • MAXIMUM PVB INTERLAYER • • • F. 7/18' LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS MITE/ AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • • • • 0.13/16" 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 (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ••• • • • • H.13/16 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 (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. •••• • • • L 13/16' 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 (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER •• • J. 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAMI 10: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 718' 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 13/16' LAM/ IG: (1) LITE OF 1/8 OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1M' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX 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 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL-0859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03. 0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CUE ,ITI ON4144441J THE HIGH VELOCITY HURRICANE ZONE (HVHZ). I ,_... Ramey FK. Rend Or F.K. Rata* F.K CHANGE TO ASTM E 1300402 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE & Drawn By F.K MAK 4/15/07 10/17/05 Deft 5/13/08 DIde 228/08 RedNma C R°vemra: 5 R chmeey J.J. ADD F71-5330 TO NOTES 75 CHG. NOTE8 TO CURRENT EDIT. 32 3/08 1070 TEONNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 'OX 1528 NOKOMIS, FL 34274 VisrbIy Better GENERAL Es " ner ALUM. HORIZONTAL ROLLER WINDOW, IMPACT awremaa HR710 NTS Shale 1 d 11 Ilowag - -10 Rs 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 =plying why the Florida Ev7csag Code Ascc! -anco No o 0.: S.p9 1 BY •••• • • • ••• • • • • • • • • • ••.• • • • •••• •• •••• • • • • •••• • • •. • •• • . •• • • • • • • • • • • • • • • • • •• • •• • •••• ••• • ••• •••• • .. •• •. • • • 1/2' NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS + 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5116" OR 3/8° AIR SPACE 1/8' OR 3118" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16° LAMI 10 GLASS W/ 5/16° LAMI 1/T NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERIAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16° LAMINATED GLASS 1/2" NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16° OR 1/4' AIR SPACE 118' or 3/16' ANNEALED (MIN.) GLASS 13/18° NOM. 13/16" LAMI 10 GLASS WI 7/16" LAMI a EXTERIOR INTERIOR (ALL SECTIONS) PRODUCT REVISED rut complying with tho Florida Building Coda Acsep=um No O Expiration Dale By 0 a"a sr , F.K Read EIT F.K Rossi*, F.K aesn 5) F.K. 4/15/07 Odor 10/17/08 Deis 5/13 Rattlers Dater Raiders korfstonts A arradd J.J. I/O CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 10 DETAILS Data 323 1070 TECHNOLOGY DIANE NOKOMIB, FL 34275 P.O.3BX 1529 NOKOMIS. FL 34274 Pc ;T Visibly Better GLAZING DETAILS Tae ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ardslMae t HR710 Fu1 aro 2 m 11 4127-10 I C L Clark, P.E. PE 939712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) , ,. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 518" 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 -80.0 +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 -56.2 106 318" 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 +80.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 ;iii:Io 111" c,I +60.0 -60.0 •U16 10111 " / J, E ' L' K +75.0 -75.0 s•.. ee• TABLE2. 046)I (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) W11<IDOW • WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" • • 'TO $6 7/16" A,B,C, G,H,I +60.0 -60.0 TO 88 7116" D,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" 60 518" 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 PI == " " ;nIS® a_ t, .;.. -•. "4m (Iu Florida Buca,;ss'cvN q '�CeNN s J! '- / of 85" 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 7r +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 +65.2 -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 -75.0 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" LAM! - (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 IG -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 IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1 /8"HS) 1 13/16" LAMI IG -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 IG -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, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116"1-1S, .090, 3/18"HS) �• a 7 RW Clark, P.E. ert yy y 01 mm�� ADD INTEGRAL FIN OPTION a UPDATEAS7M E 1300 -020Ps I mo 7EC14NOLOGY DR NOKOMIS, FL 34275 P.O. 7112X 1529 NOKOM S. FL 34774 � - YisiGly sane. DESIGN PRESSURES T .' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT REVISE DP TABLES TO ASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES O THRU L I NTS I 3 . 11 I �� 4127-10 C •••• • • • e •••• • • • • • • • • • • • • • • •• •••• • • • •••• •• • • • .•• • • • • • •••• • • • • • • • •• • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •••• • • • • • •••• •• •• • • • • • • •• • • • • • • •• • • • • • • • •••• • • • •••• • • • • •• • • •• • ••• • • • • • • ••• ••• . •• •• • • I • • 57 DLO FIX LR 273/8' MAX. DLO VENT 111' MAX WIDTH FLANGE FRAME 54 5/16' MAX. DLO FIXED O 110' MAX. WIDTH I.F. FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16' MAX DLO FIXED DETAIL A - OX OR X0 33 9116' MAX. DLO VENT 1 A 318' MAX ALL ED ES 0 X A 56' MAX DLO C - 73' MAX WIDTH I.F. FRAME I� 74° MAX. WIDTH FLANGE FRAME A ALL 62' MAX I.F. FRAME ALL CONFIG. 63' MAX FLANGE FRAME ALL CONFIG. 27 3/8' MAX. DLO VENT 273/8' MAX. DLO FIXED w O X 7/16' 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 85 7/16' MAX. WIDTH I.F. FRAME I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) D D B IC r REVISED • with the Ffodda ',nee No 07 "0 : s. o9 i+'clion Dato %477 _ a / By //L ei . aaa' Row ex F.K. roamer Fit mz 4/15/07 u,er 10/17/08 Moist= RoWekose kaletbrec A arl,Eex J.J. 5/13106 Om* 2./281DB ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT, 8. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SWx 1628 NOKOMIS, FL 34274 PS Visibly Better ELEVATIONS ,d ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 4 d 11 14104 Ma 13- 4127 - -10 I C L Clink P.E. PE 439712 Structural •• • • • • • • •• • • • • • • • •• • • • •• • • • • •••• • •••• •••• • • • •• • • • ••• ••• • • • •• • • • • • • • • • • • • • • • • • •• i • •• • 1 111 • • II • • 11•• 1 •• • • • MAX. . FLANGE 'PRAISE H rd; r r iCo EXTERIOR SECTION C-C 0 A (VERTICAL SECTION, FLANGE FRAME) INTERIOR INTERIOR EXTERIOR SILL (VERTICAL SECTION, I.F. FRAME) MAX. FIXED DLO - MAX. WIDTH (FLANGE FRAME SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FIANGE INTERIOR MAX FIXED DLO r-- MAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) A EXTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)] PRODUCT RP.VISED as corral, tog with the Florida Es C,odo Acci,J:nce No D9c Roaden ome FJC 4/15/07 F.K Render FJG omwner FX 10/17/08 5/13/08 aser ?/28/06 RIAISOVIEC 8 Rartdmnx A crmreoer J.J. ADD INTEGRAL RN FRAME ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 323/08 1070 TECHNOLOGY DRIVE NOKO1418, FL 34218 P.O. SQX 1829 NOKOMIS, FL 34274 P GT Visibly Better SECTIONS Tads ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Se4Mkekt HR710 5 • a 11 4127-10 8 a 7 R obert L. Clerk, P.8. PE 9199712 Structural ITEM DWG# REV DESCRIPTION MAIL PGT# ITEM DWG# REVS DESCRIPTION I MAIL { PG1# ,- 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GLASS, 13/16" LAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 1 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 617244 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, U8"HS) 2 #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG- 1 /8"A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 3 4053 SASH STOP COVER. (SASH STOP) 6063 -T5 AL 69 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 4 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 " 13/16" LAME IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, Innis) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13/16" LAMI IG•3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"HS, .090 PVB, 1/8"HS) 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 " 13/16" LA MI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A,.090PV13,3 /16"A) ■ 10 71298 WEEP HOLE COVER POLYPROP, 71298 73 " 13/16" LAMI IG-1/8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16148) 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3 /16 "1-1S, .090 PVB, 3/16"HS) 0 , .1 4002 A FLANGE FRAME JAMB ' 6063 -T6 AL 612225 75 " 13/16" LAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" LAME (3/16"A, .090 PVB, 3/16 "A) 13 4134 GASKET FORMAIN FRAME SIILJOINT 74134W/K 76 " 13/16" IAMI IG- 3/16"A, 3/16" AIR SPACE:, 7/16" LAME (3/16 "A, .090 PVB, 3/16"H 14• 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3/16 "HS) • • It• 4110 0 SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR. & VFA) 3105 -1114 AL i 1i0. 4054 B FIXED ME T NGRAIL 60631ID -T6 AL 64054A 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. t i t7• 4066 WSTP,.187 X 230, FIN SEAL 64066E 92 1631 SCREEN CORNFRKEY W /OUT RINGS POLYPROP. 19 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. "$1• 1683 WSTP.,.250X .270 BACK, FIN SEAL 616830 94 1624 SCREEN SPLINE - .135 DIA. FOAM FM PVC 4 '22 225-1 ROLLER HOUSING& GUIDE 42112111) 95 1635 SCREEN SPLINE - .135 DIA. HARD E M PVC • • 19• 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH • 84• 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N PRODUCT REVISED % with the Florida Building code 0 o Ap • 9 32: 4006 1235 D SASH MEETING RAIL WSTP,.170 X .270 BACK, FIN SEAL 6063HS -T6 AL 64006 67S16G 2.82 2 710 —► 33 35 1096 SWEEP LATCH D1E-CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 7070 WSTP,.250X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 61683G 67070K 39 . 082 40 - LIFT RAIL COVER CAP 74078"C"LORR 41 4139 LF. FRAME HEAD 6063 -T6AL 64139 ® 41 I.F. FRAME HEAD 42 4140 4141 LF. FRAME SILL I.F. FRAMEJAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 © #4139, 606370 43 A 50 GLAZING SILICONE, DOW 899,995 OREQUIVA LENT 51 1224 VINYLGLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYLGLAZINGBEAD BULB (THIN) 6T92481( 2.784 53 '— B G[AZINGBEAD - 5/16" 6063 -T5 AL 64039B L L 54 55 B GIAZINGBEAD- 5/16 "W /GRILL KIT 6063 -T5 AL 644703 . 062 O Fxn Date - /1 4 A ( AZINGBFAD- 7/16" 6063 -T5 AL 64712 3162 By i/.i . P ,'` " 56 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 1.988 59 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 I.F. FRAME JAMB 60 61 5/16" LAMI (1/8" A, PVB, 1/8" A) 1 .090 5/16" LAMI (U8" A, .090 PVB,1 /8" HS) 43 A #4141, 6083 -T8 /1/ g l- V / 7 L. Glatt, P.E. PE 838712 snucwrel 62 5/16" LAMI (1/8" HS, .090 PVE3,1 /8" HS) 63 7/16" LAMI (3/16" A, PVB, 3/16" A) .090 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS} 2.710 • FRAME SILL 64 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" 1- 42 .F. #4140 - T6 Y �LL .0 14 yy yy 841 -011 ` � D 41, 7� 8 43 187(4TECNNOLO 3 4 75 N OKOIdlB, FL 342)5 P.O. 1 15213 NOKOA713, FL 34274 Yu' Better PARTS UST r� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NO CHANGETH133HEET ADD SPACE DIMENSIONS ITEMS 86 THRU 77. s 71 HR718 NTS 6 011 I !deft 4127 -10 C • ••• • • • • •••• • • • • s • • • • • • • • •• • • •••• • e • •••• •• •••• • • • • • • •••• • • • • •• • •• •• • • • • • • •••• •• •••• • • • •• ••• • • • •••. • • • • • • • • • •• •••• • • • •• •• •••• • • • • •••• • • • • •• •• • • • •••• • • •••• • • • •• • • • • s • • ••• • • • • ••• 1 •• • 1••• • ■••• •• • • • O FLANGE FRAME HEAD #4102A, 808346 21 SASH TOP & BOTTOM RAIL #4133, 6083 -T5 1.098- -I-II O GLAZING BEAD, 5/16" #40446,6083 -T5 LASED W/ GRILL OT) .050 08z A94 _L . J SASH STOP #4025,6083 -T5 1.183 O FLANGE FRAME SILL #4138,8083 -T6 O HORIZ ROLLER TRACK #4131, 6063-76 1.081 I+- SASH MTG. RAIL 94008D,6063HS -T8 1.187 1.088- 1+ --y1� 55 GLAZING BEAD 7/16" #4222A, 6063-T5 37 O FRAME SILL ADAPTER #4137, 8084T8 17 FIXED MEETING RAIL #4054B, 6063HD-T6 1.291+1 SASH SIDE RAIL #4128, 8083.75 .050- . 1.115 1 0 GLAZING BEAD, 7/16" #986C,6083 -T5 (USED W/ GRILL KIT) 61 1.098 1 . -17 53 GLAZING BEAD, 5/16" #40393,6063.75 t .883 1.383 - I 1 59 GLAZING BEAD, 13/16" #4087, 608345 .097 51 1 x040 `1" .738 CQ SASH STOP COVER 94053, 6063 -75 1 -.-- 2.784 ----1 .062 13 FLANGE FRAME JAMB 64002A,6063 -T6 PRODUCT REVISED es complying with the Florida Building Code Ascalon= No 0 Expiration Onto Rend Br F.K. Rm9Car FJC Reef or FXC F.K X 5/07 beer 10/17405 yaw 5/13/08 z VOS Rerlskow Rmatlar x Ror Givotsd J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 329108 1070 TECHNOLOGY DRIVE SCRIMS, FL 34275 P.O BOX 1525 NOKOMIS. FL 34274 Pi GT Visibly Better EXTRUSIONS 1e. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT egtleaftaer H5710 Set Half 7 . 11 4127-10 r/e/ Robert L (Ault, PE PE 539712 Structural ANCHOR QUANTITIES, XOX 114 -112 -114) WINDOWS TABLE 4 NOTES: . 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (35) ANCHOR TYPE GLASS 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 SIZE W V H HEAD & SILL 01 g HEAD & SILL ' q $ HEAD & SILL vt 2 HEAD & SILL IS 2 HEAD & SILL > HEAD & SILL 2. GLASS TYPES: 2 A 5/18" LAMI - (1/8" A,.090,1/8" A) ¢-, B. 5116' LAMI - (1/8° A,.090, 1/8" HS) ° •• •• 03 • 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 D.7 /16 LAMI - (1/8" D. 7/18° LAMI - (3118° " A,,.6800, , 3/16 3/18` A) A) 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 E. 7/18° LAMI - (3/18° A,.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 +C2 +1 +C2 +1 3 F. 13/1 "AMI- (3116° HS,J7�1,3 O. 13118 LAMI !G -118 OR 3116° ° A, , 5/1 5118' OR 318° SPACE, 5/18 LAMI - (1/8' A,.090,1/8' A) 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 H. 13/16 LAMI 13 - 1/8" OR 3116° A, 5/18° OR 318 SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" 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 +02 +1 +C2 +1 3 1 +02 +1 +C2+1 I. 13/16° LAMI 13 - 1/8 OR 3/16" A, 5/16 OR 3/8" SPACE, 5/18 LAMI- (1/8" HS,.090, 1/8° HS) 3 J.13/16 LAMI IG -1/8' OR 3/16° A, 3/18° OR 1/4 SPACE, 7116° LAMI - (3/16" A,.090, 3H6" A) 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1402 +1 +C2 +1 3 1+C3+1 +03+1 3 K. 13/16° LAMI 13 - 1/8" OR 3/16 A, 3/18° OR 114' SPACE, 7/18' LAMI - (3/16° A,.090, 3/16° HS) i• • • 8..... t +C2+1 +(2+1 2 1 +C2 +1 +C2+1 2 1+C2+1+C2+1 2 1 +C 2 +1 +C2+1 2 1 +C2+1 +(2 +1 2 1 +C2 +2 +C2+1 2 L 13M8° LAMI 1E1- 118° OR 3/18° A 3N6' OR 1/4° SPACE 7118' LAMI - (3118' HS,.090, 3/18" HS) 1 +02+1 +02+1 3 1+(2++1 +02+1 3 1 +0x+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +02+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 +2+02+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 +C2 +2+C2+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1 +02+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 1 +03+2+03+1 25 3 M4 CORNERS. 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +02 +1+02 +1 3 1 +(2+1+(2+1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +03+2+C3+1 3 TABLE KEY: 74:1.1011 X 30.3tb ••• 48.000 • 50.625 1 +C 2 +2 +0x+1 1 +C2+2 +C2 +1 2 1 +02+1 +C2 +1 3 1+02 +1+02 +1 2 1 +C2+2 +C2+1 3 1 +C 2+2+C2 +1 2 1 +02+2 +01+1 3 1 +02+2 +02+1 2 1+02 +2+02 +1 3 1 +C2+2+C2+1 2 1+C2+2+C2+1 3 1 +C2+2+C2+1 2 X O X 3 I1 +C3 +4 +C3+1 3 ■— ANCHOR QUANTCTY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +0x+2 +(2+1 3 1+C2+1+C2+1 3 1+(2+2+(2+1 3 1 +(2+2 +(2+1 3 1402 +24(2+1 3 1 +02+2 +02 +1 3 1 +(2+2+(2+1 3 1 +02+1 +02+1 3 1 +02+2 +C2 +1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +C2 +2+02 +1 3 1 +0x+1+02+1 3 1 +02+2+(2 +1 3 1 +C2 +2 +0x+1 3 1+C2+2+C2+1 3 1 +C3+2+C3+1 3 1+02 +2+(x+1 3 1+(x+1+02+1 3 1 +03+2+03+1 3 1 +03+2+03+1 3 1+02 +2+02 +1 3 1 +03+2+03+1 3 1 +C2 +2+02+1 2 1+(2+2 +02+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +02+1 2 1 +02+2+02 +1 2 1 +02+3+02+1 2 1 +02 +2+02 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02 +1 3 1+C2+2+C2+1 3 1 +C2 +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 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 3 1+C2+2+C2+1 3 1 +02 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2+C2 +1 3 1 +02 +2+C2+1 3 1 +04 +3+04 +1 3 25 3/4° max -+I I+-3" MIN. t - -; t 1 +C2 +2+C2 +1 1 +0x +2+01 +1 3 1 +C2+2 +C2 +1 3 1+02+2+C2+1 3 1 +C3+2 +C3+1 3 1+C3+2+C3+1 3 1 +C3+2 +C3+1 3 1+C3+2+C3+1 3 1 +C2 +2+02 +1 3 1 +C2 +2+(2+1 3 1 +C4 +3 +C4+1 3 1 +04 +3+04+1 3 . 9' REF. 3 r PRORUCr' 1YVISRD m c,pp,, ,3 with U's F1mide Ac " - - ' c+ .o ' U t on D0D0 o O1 i fnl . - Expi ti 87, ., ':: — .,, r X t t t t tit O t X 1 +C2+2 +C2 +1 2 1 +C2 +2 +C2+1 2 1 +C2+3+C2 +1 2 1 +C2+3+C2+1 2 1 +02 +3+(2 +1 2 1 +02 +4 +02 +1 2 I TYP. 1 +(2+3+02 +1 3 1 +02 +2 +02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +C2 +3+02+1 3 1 +C3 +4 +03+1 3 M1X3. P JL, W/ QTY. OF (3) ANCHORS 1 +01+3+(x+1 3 1+C2+2+C2+1 3 1 +C3+3+03+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+4 +03+1 3 EXAMPLE CLUSTER 1 +03+3+03 +1 3 1 +02+2 ++1 0x 3 1 +03+3+C3+1 3 1 +C3 +3+C3+1 3 1 +C3 +3 +C3+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 1 +C3+3+C3+1 3 1 +02+2+02 +1 3 1 +C4 +3+C4 +1 3 1 +C4 +3 +C4 +1 4 1 +03 +3+03+1 3 1 +04 +4+04 +1 3 1 +C3+3+C3+1 3 1 +02+2+(2 +1 3 1 +04+3+04 +1 3 1+04 +3+04+1 4 1 +C4 +3+C4 +1 3 1 +05+4+05+1 3 I 25 3/4" 1+02+3+02 +1 2 1 +02+2 +C2 +1 2 1 +02+3+02+1 2 1 +02 +3+(2+1 3 1 +(2+3+02 +1 2 1 +(2 +4+(2+1 2 J I 1 1/2"TYP. 1+(2+3+02+1 3 1 +C2+2 +C2+1 3 1 +0x+3+03+1 3 1 +03+3+03+1 3 1 +C2 +3+C2+1 3 1 +C3 +4+C3+1 L - " -1 1 - . -- 3 ° M114. 3 9' REF. t l +t t t • t tttt 1 , /� J +2 Robot L Clerk, P.E. PE 538712 Structural 1 +C2 +3+C2+1 3 1+02+2 +C2 +1 3 1 +C3+3 +C3+1 3 1 +c3 +3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+4+C3+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+C3+1 3 1 +C3+3+C3+1 3 1 +C4 +4 +C4 +1 3 1 +03+3+03+1 3 1 +C2+2+C2 +1 3 1+C4 +3+C4 +1 3 1 +04 +3+04+1 4 1 +C3+3+C3+1 3 1 +C4+4 +C4+1 3 MTG. RAIL,TYP. 1+03+3+03+1 3 1 +02+2 +02 +1 3 1 +C4+3+C4 +1 3 1 +04+3+04+1 4 1 +04 +3+04+1 3 1 +05+4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS � rsrn7 uPanreTASi Ea, SELECT VALUES DUE TO CAP. AD.' VLs * Better u my",rc ANCHORAGE SPACING, XOX (114 -112 -114) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT' balm 10/17/08 - 5/13/05 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1P NOKOMIS, _ LF 342 ADA SPACE DIMENSIONS GLASS TYPES 0 THRU L P.0.1392 1828 Oat= 2/28/08 3!13/08 I NOKOrals. FL 34272 8 HR710 9 N7$ _ -Bbe 8 m 11 °°r'"'"' 4127 - 10 •e C •••• • • • • • • • • • • • • • • • • • • •• • •••• • • • •••• •• • • •••• • • • • • • • • • • • • •• • • • • • • • • • • •••• • • • •• ANCHOR QUANTITIES, XOX (1/3- 113 -1/3) WINDOWS TABLE 6 NOTES: . 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) .. - ANCHOR TYPE a 8 SlOTRAIT GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SUE W Y H HEAD 8 SW HEAD 8 301 -, VIMD&SLLHM & S0.. HEAD & SILL HEAD 8 SILL 2. GLASS TYPES: A. 5/18° LAMI - (1/8' A,.090, 1/8' A) B. 5/18• LAMI - (1/8° A,.090, 1/8° HS) ")§ § § •• • 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+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 E. 7/1 E. 71186 ' " LAMI- (3/1'A,.090,3/1 LAMI - (3/188• A,.090, 3/18 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 /18'LAMI- (3/18° HS,.090, 3/16' HS) 1 +C2 +1 +C2 +1 3 1 +62+1 +C2 +1 3 1 +C2 +1 +62+1 3 1 +62+1+62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/18" LAMI IG -1/8" OR SN B A, 5/18° OR 3/8° SPACE, 5118° LAMI - (1/8' X.090,1/6' A) 1 +C2 +1 +C2 +1 3 1 +62+1 +62 +1 3 1 +C2 +1 +62 +1 3 1+62 +1+62 +1 3 1 +62+1 +C2 +1 3 1461 +1 +C2 +1 3 H.13/13° LAMI IG -1/8° OR 3/16° A, 5/18 OR 3/8' SPACE, 5/18' LAMI - (1B A,.090,1/8" HS) I. 13/18' LAMI IG 1+62 +1 +6241 3 1 +C2 +1 +C2+1 3 1 +62+1 +62+1 3 1+C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C3+1 +63+1 -118° OR 3/18 A, 5/16' OR 3/8" SPACE, 5/16' LAMI - (1/8' HS,.090, 1/8° HS) 3 J. 13118 LAMI IG -1/8' OR 3M6° A, 3/18° OR 1/4 SPACE, 7/16 LAMI - (3/18° A,.090, 3/18 A) 8380 lie.. • .. . • 1+62 +1 +02+1 2 1 +C2+1+C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 K 13/18' LAMI IG -1/8' OR 3/18 A, 3/18 OR 1/4 SPACE, 7/18° LAMI - (3H8 A,.090, 3/16 HS) 1 +C2 +1 +62+1 3 1 +62 +1 +02 +1 3 1 +62 +1+02 +1 3 1+62+1+62+1 3 1 +C2 +1 +02 +1 3 1 +62 +1 +62+1 3 L 13/16• LAMI IG -1/8° OR 3/18° A, 3/18" OR 1/4° SPACE, 7/16° LAMI - (3/16' HS,.090, 3/18° HS) 1 +12 +1 +t2 +1 3 1462 +1+62+1 3 1+02 +1 +02 +1 3 1462 +1 +02 +1 3 1 +(2 +1+62+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 +62+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +62+1+02 +1 3 1 +C2 +1 +C2 +1 3 1+62 +1 +62+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+1+C2 +1 3 1 +02 +1 +02 +1 3 1+02+1+C2+1 3 1 +02+1+62 +1 3 1 +02+1 +02 +1 3 1+03+1 +63+1 3 1 +02 +1 +62+1 3 1 +C2 +1+62+1 3 1+02+1 +62+1 3 1 +02+1+02 +1 3 1 +02 +1 +C2 +1 3 1 +63+1 +C 3+1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1 • • • 4 48.000 •••• 50.625 •• 54.000 • :, 80.000 83.(00 1 +C2 +1 +C2 +1 2 1 +02+1+02 +1 2 1 +02 +1 +02+1 2 1+02+1 +62+1 2 1 +C 2+1 +C2 +1 2 1 +C2 +1 +62+1 2 25 MAX. MAX FRO M CORNERS JAMBS: 9' MA FROM CORNERS AND 22 1/2' MAX. O.C. 1 +02+1 +02 +1 3 1 +C2 +1 +62 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1+62 +1 +C2 +1 3 1+62 +1 +62 +1 3 TABLE KEY: 1 +C2 +1 +C2 +1 3 1 +02 +1+62 +1 3 1 +62+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 X O X 1 +62 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+62+1 +02 +1 3 1 +62+1 +C2 +1 3 1 +63+1 +63+1 I1 +63+1 1 PRODUCT REVISED as cumnh'iug wid+du Florida Buiid *+.5 Code 815.01 3 +C3+1 3 1-4-- ANCHOR QUANTITY PER JAMB 1 +62 +1 +02+1 3 1+62 +1 +02+1 3 1 +62 +1 +62+1 3 1 +62 +1+C2 +1 3 1 +02+1 +02 +1 3 1 +63+1 +0341 3 t HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02 +1 3 1+C2+1+C2+1 3 1 +02 +1 +C2 +1 3 1 +63+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +0+1+63+1 3 68.000x 38.376 48.000 50.825 54.000 60.000 83.000 1 +62+1 +C2+1 2 1+02+1+C2+1 2 1 +C2+1 +62+1 2 1+6x+1 +02 +1 2 1 +C2 +1 +C2+1 2 1 +132+1+62 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FOXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +(2+1 +C 2 +1 3 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 3 1+02+14-C2+1 3 1 +62 +1 +62 +1 3 1 +C2 +1 +62+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +62+1 3 1 +C2 +1 +62+1 3 1 +C2 +1 +C2 +1 3 1 +63+1 +03+1 3 1 +C2 +1 +02+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+62+1 +C2 +1 3 1+62 +1 +62+1 3 1 +03+1 +03+1 3 1 +C2+1 +C2+1 3 1 +61 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C +1+C3 +1 3 1 +62 +1 +62 +1 3 1 +C3+1 +C3+1 3 1+02+1+02+1 3 1 +62+1+62+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +03 +1 3 1 +62+1 +C2 +1 3 1 +63+1 +C3+1 3 74.000x 38.375 46.000 500.825 54.000 60.000 63.000 1 +62 +1 +62 +1 2 1 +62+1+02 +1 2 1 +62 +1 +62 +1 2 1+02+1 +62+1 2 1 +62 +1 +62 +1 2 1 +(2 +1 +(2 +1 2 263/¢• MAX 1-.--7 MIN. 1 +C2 +1 +C2 +1 3 1 +62+1 +C2 +1 3 1 +(2 +1 +C2 +1 3 1+C2+1+C2+1 3 1+62 +1 +(2 +1 3 1 +C3 +1 +63+1 3 —.4-1 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1+62 +1 +02+1 3 1 +02+1 +02 +1 3 1 +62 +1 +62+1 3 1 +03+1 +63+1 3 1 11 1 1; 151 1 1++1 +02 +1 62 3 1 +(2 +1 +02 +1 3 1 +02 +1 +(2+1 3 1 +62+1 +C2 +1 3 1 +62 +1 +(2 +1 3 1 +C3+1 +63+1 8' REF. 3 r X O X 1 +62 +1 +02+1 3 1+(2 +1 +62 +1 3 1 +03+1 ++1 63 3 14133+1+C3+1 3 1 +(2 +1 +6 2 +1 3 1 +03+1 +63+1 3 - —` 1+C2+1+C2+1 3 1 +C2 +1 +02+1 3 1 +63+1 +63+1 3 1 +63+1 +63+1 3 1 +C2 +1 +C2 +1 3 1 +63+1 +03+1 3 OF (3) ANCHORS 84.000x 38.375 48.000 50.825 54.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+62 +1 2 1+62 +1 +02+1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +62+1 MTG. RAIL, 2 TYP. CLUSTER W/ QTY. 1 +02 +1 +02+1 1+62 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +62+1 3 1 +02+1 +C2 +1 3 1 +C2 +1+62 +1 3 1+62 +1 +02+1 3 1 +02+1 +02 +1 3 1 +62 +1 +62+1 3 1 +03+1 +63+1 3 1 +63+1 +03+1 EXAMPLE 3 A «exanxn No o 3 (SHOWN IN TABLE KEY ABOVE) •: .':'onDate r" F It o f/ By. U./ ....__t i, 1 +02 +1+62 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +63+1 +03+1 3 1 +C2 +1 +62 +1 3 1 +63+1 +63+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +6341 +63+1 3 1 +03+1 +63+1 4 1 +63+1 +63+1 3 1 +63+1 +63+1 3 2b 314 °MAX 1 +03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +63+1 +03+1 3 1+03+1 +63+1 4 1 +63+1 +60.000 p+1 3 1 +C4 +1 +C4 +1 4 1 � I 1� 88.437x35375 48.000 50.625 54.600 60.00 63.000 1+02+1+02+1 2 1+62 +1 +62 +1 2 1 +01 +1 +62 +1 2 1 +C2 +1+02 +1 3 1 +02 +1 +C2 +1 2 1 +02 +1 +62+1 �I -3° MIN 2 1 1 1F �o o' Robert L Club PE. PE 839712 Seuo6oel 1+12 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +(2 +1 3 1 +C3 +1 +63+1 3 9' REF. _ C 1111 O _ 4 X 1 +62 +1 +6x+1 3 1 +62+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+62+1 3 1 +02 +1 +02+1 3 1 +03+1 +62+1 3 1 +02 +1+62 +1 3 1 +02+1 +02+1 3 1 +63+1 +63+1 3 1+63 +1 +03+1 3 1 +02+1 +02+1 3 1 +03+1 +63+1 3 OF (4) ANCHORS 1K2 +1+62 +1 3 1 +62+1 +02 +1 3 1 +03+1 +63+1 3 1+03+1+03+1 4 1 +03+1 +63+1 3 1 +04 +1 +04 +1 4 MTG. RAIL, TYP. 1 +63+1 +0341 3 1 +62 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +03 +1 4 1 +63+1 +03+1 3 1 +C4 +1 +04+1 4 EXAMPLE CLUSTER W/ QTY. Romer F.K add 4/15/07 Redamm C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1/7GTECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1129 NOKOMIS, H.34274 T . lassatdor ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Re .K F.IC D 1 10/17/06 Resmms B REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS *� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Render F.K. eac W13/08 Revislas A ADD SPACE DIMENSIONS GLASS TYPES O THRU L Dawn ex F.K. reg. 2128/08 C llr J.J. oe� 323/05 I . Visibly Better I at _ NTS _ I 9 a 11 °r a°1M° I 4127 -10 � I C e • • • • •• • • 6 • • • • • • • • • • • • 6 •••• • • • •• • • • • •• • • • • • • • • •••• • • • • •• • •• •• • • • • • •••• • • • • • •••• •• • • • ••• • • • • •••• • • •• • • •••• • • •• • • • •••• • • • • • • • • • • • • • •• •• • • ANCHOR QUANTMES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE & SUBSTRATE WINDOW SIZE W V H N = 05 37.000 x 38.375 48.000 • • 50.625 • • • 54.000 • 60.000 • • 63.000 1 4 �000x 38.375 • 48.000 •••• 50.625 ••• • 54.000 ••• 60.000 .••• 63.000 • • !3!125 x 38.375 • •• • 48.000 • 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 68.000 x 38.375 48.000 50.825 54.000 60.000 63.000 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 AK FK. assaeyc F.K Orton By F.K. Mks 4/15/07 wee 10/17/06 am° 5/13/06 Rerdskas B qerierz A Chocked Bic J.J. GLASS TYPES A,B,G,H Z3, WOOD ZONES 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 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +02 +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 2+C2 +2 2 +C2 +2 2 +03 +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 1D 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 4 4 4 4 Z, CONC ZONES M 1 +C2 +1 1 +C2 +1 1 +C2 +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 +C3+1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2+1 1 +C2 +1 1 +G2 +1 1 +C3 +1 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 +C2 +1 1 +C2 +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 m m 2 3 3 3 3 3 2 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 g � = 05 1+02+1 1 +C2 +1 1 +C2+1 1 +C2 +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 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 +02 +2 2 +C3+2 2 +C3 +2 2 +C4 +2 ? +C4 +2 2 +C4 +2 N 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 3 3 4 4 4 4 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES O -1 = 0 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 +C2 +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 +C2 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 2 +C2 +2 2 +C3+2 2 +C3+2 2 +C3 +2 2 +C3+2 2 +C4 +2 y 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 2 +C3+2 2 +C3+2 4 4 4 4 4 3 4 4 4 5 5 CHO.TABLEO TO B, & SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACED/MENSIONS TO GLASS TYPES O THRU L 35 I 2, CONC ZONES 2 05 1 +C2 +1 1 +C2 +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 +C2 +1 1 +C2+1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C3 +1 1 +02 +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 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 g 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 1, CONC ZONES Fi 2 add 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 +C3+1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C2 +1 1 +C3+1 1 +C3+1 1 +C3+1 1 +03 +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 +C3 +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 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1525 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16° LAMI - (18° A,.090, 1/8" A) B. 6/18° LAMI - (1/8" A,.090, 1/8" HS) C. 5116" LAMI - (1/8° HS,.090, 1/8 HS) D. 7/16° LAMI - (3116° A,.080, 3/16° A) E. 7/18° LAMI - (3/16' A,.090, 3/15° HS) F. 7/16° LAMI - (3/18° HS,.090, 3/16" HS) G. 13/16° LAMI 10 - 1/8" OR 3/16° A, 5/16° OR 38° SPACE, 5/16° LAMI H. 13/18° LAMI IG -18° OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16°° LAMI I. 13/18° LAMI 10 - 1/8" OR 3/16" A, 5118° OR 3/8" SPACE, 5/18" LAMI - J. 13118' LAMI 10 -18° OR 3/18" A, 3/16" OR 1/4" SPACE, 7116 LAMI - K. 13/18° LAMI 10 -18° OR 3/18" A, 3/16' OR 1/4" SPACE, 7/16" LAMI - L 13/18° LAMI 10 -18° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 22 MAX O.C. TABLE KEY: O X I2+03 +21 3 •ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 8 3/4° MAX -- 1-.--3" MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9' REF. 18314 "MAX 1 1/2"TYP 1.--3° MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS - (1/8" A..090,18" A) - (1/8" A,.090,18" HS) (18° 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° HS) PRODUCT; REVISED as mcip:; .,,: with ilia Florida Building Coda _ Acceptance No . Expiration Deo �o 01 P ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L Clark, P.E 118740 Better sainswet NTS I � � 412710 I C I aa? to m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 3 4 4 4 4 5 Visibly •••• • • • • •••• • a • MIN 3.4 KSI A t CONCRETE 1x WOOD BUCK, NOTE 3 • • • • • • •••• • •••• • • •••• •••• • • • • • • •••• •••• _ Ill • • • WOOD tl • t . • •••••• • s • �YOTE2 IIU •••••• • • 1 3/8° MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR NOTE 1 1 314' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1 A M OW IST.7 • • C,ONCRETE WOOD • • •ANCHOR, ANCHOR, • • NOTE 1 DETAIL A NOTE 2 DETAIL B • • • • • TYPICAL FLANGE FRAME HEAD SECTIONS •• •• 1/4° • • MAX —.- SHIM 1/4' MAX SHIM 1/4' MAX SHIM . • N OTE1 La MIN. 3.4 KSI 1 E.D. D. M TYP. P. CONCRETE 2x WOOD 1/4° MAX SHIM CONCRETE ANCHOR, NOTE 1 b U ' 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS .s A DETAIL C BUCK, NOTE 3 DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS Daft 4/15/07 Dem 10/17176 Valts 5/13/08 Rstisbas ft darns S A REVISE NOTES 18 2 REDARDIND TRIMFIT HD. 8 EMBEDMENT: ADD I.F. FRAME CHO NOTES TO FSC, CURRENT EDITION REVISE EDGE D1ST. , EMBEDMENT& SHT. REFERENCES ADD NOTE S. Checked err J.J. 323108 /4 MAX. SHIM 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) 1 1 3/4° EXTERIOR INTERIOR • ' MIN. ED & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR NOTE 2 1/4° MAX SHIM NOTES: • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 1 318° A TAPCONS EMBEDED 1 318' MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 314'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. SEE 1 3/8" MIN. A NAILING 1070'TECHNOLOGY DANE PIT NOKOMIS• FL 34275 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 15 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 12' 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 ANCHOR TYPE 2 MAY BE USED. DETAIL H (HEAD NAILING .131 DIA. MIN. x 212' NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL)A DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS Pe. 59x 153 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34274 Visrbly Bette, at710 rd. alf I X 11 d 11 4127 - -10 I C p -,.. . .._...,- ^37 c_It . D9 6a . ueticn nw,.. �����' By /i_...» •;;,fir MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 C -740 Outswing Aluminum Casement Window 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 tali, ayajaable for iaspeation at the job site at the request of the Building Official. This NOA renCvs NO # 11- 3159.x.1 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document meatiened 4ev1. ; • • • The submitted documentation was reviewed by Manuel Perez, P.E. • •• • • • • • • ••• • • • • • • • • • • • • • •• •• • • .• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAIVII, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildingcode 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 1. 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 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 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 .eastnt vliindow$, ire�ared by Fenestration Testing Laboratory, Test R , • No. SST ;a 1 Qi /02,.signed and sealed by Jo e • h Chan, P.E. •Oubntitte?J'unflerWVO.# 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. • Noticc of94.cCelltab t 1o. 05 1129.11, issued to PGT Industries for th ' 'es C -740 . Alum nu i.Casemei Window — L.M.I., approved . ' 0 3/06, ex 5/22/08. • • •• • • • • • • • • • . • . •. • •••. • ..• .. • .. •• • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • .•• • • • • • • • . • • • • • • •• .•. • • • ••• • E -2 Manuel P.E. Product Contro iner NOA No. I ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 •••• • • •••• • • • • •••• • ••• •• • • ••• • • • •• • • • • • • • ••• • • • • •• • • NOTES: LARGE MISSILE X 0 4 X 0 CONFIGURATIONS OPTIONS x X 0 X x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 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. • • 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, XO, OX, XOX AND O 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 44 "XOX" & °O" CONFIGURATIONS SEE SHEET 7. G. FOR 344 "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. 14 1/2" 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 1 /4" 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. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL-4608. 5 7 F.K Render F.K Re.1 B7 F.K nee 3!26/03 7/10/03 Rerlsbnw 8 ADD 13/16' LG. 8 MOVE GLAZING DETAILS TO SHEET 2 R"cWmz C NO CHANGE THIS SHEET 1070 TEGtNOLOGY ORME KOXOMO, FL 34275 P.C. SOX 1026 0000MO, FL 34274 PST VLsib& fleeter NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 1 " 13 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 arm 7045 -8 PROMO' RMEWE@ e) caluntf,g itt d3c 7.at$dZ SuidEs Aecpnz=- ghei ma Csi. Luce) A Turner, P.E. PE 658201 Mechanical •• • • • • •••• • • • • • • • • • • ••• • • • • •••• • • • • • • •• • • • • • • • •• •• • • ••• • • • • • • • • • • •• • ••• • • • • •• • • • • • • ••• •. • ••• • • • •• ••• ••• • • • A 1/8" ANNEALED OR -- -.090 PVB INTERLAYER 86 HEAT STRENGTHENED D 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS 32 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT 1-- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16° 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ~et" 30 Rowdily F.K Rowdily. FK Rowdily F.K ORIm F.K Ookc 325/03 1me 7/10/03 CloW 0325/03 Rowxv, rte.e+°s Rowtmc D Chocked By REDRAW GLAZING DETAILS & ADD 1316 r 1.G. NO CHANGE THIS SHEET ADD 13/1r LAMI LG. W/ 7/161/110 & CORRECT 5/16' LAMI DETAIL Dater 1070 TECHNOLOGY DRIVE NOKOMS, FL 34276 P.O. BOX 1620 NOKOMIS, FL 34274 PT Visibly Better GLAZING DETAILS A L UMINUM CASEMENT WINDOW, IMPACT SowsWoda G-745 I NTS Mast 2 m 13 7045-8 L°e1+a A. Tarter, P.E. PE 858201 Mechanical ( /21 /7<— •••• • • •••• • • • • •• •• • •• •••• • • •• •• • • • • • • ••• ••• • • • ••• • • • • • • • • • •• •• • ••• • • • •• • • ••• • • • • C ENTERLINE • • 1 1/2" • • •• •• •• •• • e• a•• 1•• •• • • ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN ANCHOR DETAIL 'N TYP. (2) 13" MAX. O.C. 4" MAX I 4° MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37° MAX. VENT TYP. ANCHOR LOCATION TYP. .411 1 4" MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4° MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL –\\\( TYP. (2) 13" MAX. O.C. f ELEVATION A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4° MAX. 4" MAX. 1 30" MAX. DAYLIGHT -- OPENING 1 1 134" MAX. WI 53" MAX. DAYLIGHT OPENING O 30" MAX. DAYLIGHT — OPENING // X 69" DAYL OPE 13" MAX. O.C. – +--- -I I + J ----►� 60" MAX. FIXED v 1 \ SEE MEETING RAIIkDETAIL 1 (2) 69" DAYL OPE 14 / MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION I/UC. GHT Z ING A 76" MAX HEIGHT 1 7 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) PRODUCT MIMED aseomthSylw with the r = n Big^. A I AX. GHT Z ING 76" MAX. HEIGHT Realer F.K Realer FK 325103 bat 7/10103 (NANCE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS Realer F.K Dawn er F.K. 52305 Date- 12117/02 RerW V e tinfsbas "°rrms Cheek., 13), CHANGE MAX NT. TO 76' AND MAX. DLO TON' Oar 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 B J X" & "COX" ELEVATIONS Ties ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 3 a 13 PeasiReNs 7045.8 ID Lucas A Twner, P.E. PE 8118201 Mechanical • ••• • • •••• • • • • •••• • •••• ••• • • • • • •• • • • ••• • • • • • • • ••• •• • ••• ••• ••• • ••• : • • • • • • ••• •• • ••• • • IS ••• ••• •• • 0 ester FK rt�ar F.K F.K F.K HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL D"& 325/03 balm 823N5 nta: 7/10/03 Dare 12/17/02 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY Revisions. 8 °eam11[ C F.K. DENOTES HINGE LOCATION AT HEAD & 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 - N z SHT. 3 TYP. (2) 13° MAX O.C. 4" MAX. 4" MAX CHANGEMAXL HT. T0 78 - AND MAX DLO TO 61?" 4" MAX, 4 "MAX. -1 I-- CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL it HINGE LOCATION NOTES Dater 37" MAX. WIDTH 30" MAX. - DAYLIGHT OPENING 30° MAX. DAYLIGHT OPENING f 69° MAX. DAYLIGHT OPENING 76° MAX. HEIGHT i_14 1/2° __ 141/2° MAX. O.C. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 1070 TECHNOLOGYORNE NOXOMIS, FL 34275 P.O. BOX 1,529 NOKOMIS; FL 34274 1 53" MAX. DAYLIGHT OPENING vi.VNildgeBe rer r SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 1----- ►4- -13° MAX. O.C. 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING 4° MAX. 4 ° MAX. -[-- ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 1 i 69° MAX. DAYLIGHT OPENING -- ��- 13" MAX. O.C. NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT • 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Dacaame X", °O ", XO °& "OX"ELEVATIONS t®e ALUMINUM CASEMENT WINDOW, IMPACT sae"Oaoat CA -740 sc_ finest NTS 1 4 " 13 7045-8 D A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT Pit e TiCT 3,0aN6PoePlarld• %OdinPCWA AoM'5'SS 74 : - JJ l. , fV2Vor Lucas A. Turner, P.E. PE 0&8201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) 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) -. "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 9 1/8 • 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 X24 • 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 • 1/2 II 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 -75A 70.0 -72A 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 - 83.7 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 1 • 0 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 -80.0 60.0 - 58.5 58.5 -58.2 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 1I ■ • 82 t 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 85.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 ralneCilivisis " Illidii ..- I h ,rely" 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 PRODUCT RENEWED ""6O1tl'g with the Float Wane Cedar Aeaplaase fda !. ; • a,,: . . ,... Date ! i �. TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, 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 78" HIGH -55.0 55.0 NOTES: 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. Z- o II � ,e �a ®P 1 • P.E 0.1eMmucel 3P18/03 -. ._. LLL ADD GLASS 7YPEE TO TABLES 154 107p TECHNOLOGY ORIVE NOXO3fIS, FL 34279 P.O. BOX 1328 NOXOMIS, F7.34070 Visibly Bette,. PRESSURES- X CONFIG. WINDOWS 04 • 7/1610.3 6/23/09 NO CHANGE THIS SHEET - ,"• ALUMINUM CASEMENT WINDOW, IMPACT REVISE ANCHORS 8 ADD 76' HEIGHT OPTION a "m: fynro2 tawn 1 CA-740 I NTS 15 a 13 • xo I 7045-8 w. I D •• • • • • •• • • • • • • • • • • •• •• • • ••• ••• • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • •• • • •••• • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • •• •• • • •••• ••• • • • • •••• • • • • •••• • • • • • ••• • • •• • •• • • • • • • ••• • • • •••• • • • •••• s• 48 COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) X X • :"XX" •WIDTH •• 37 •••43 • •531/8 1 •• • • •80 •• 64 •68 72 74 "-fly Raul 9y a� A A A A A A A A A F.K. 6/23406 Darner O. F./C. 12/17/02 HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 rr Q Jxd Sy POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 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 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 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 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 PGT Visibly Better 54 NEG -75.0 -75.0 -75.0 -75.0 -85.2 -80.0 -58.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 SagssMobt CA -740 57 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 NTS 60 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 NEG -75.0 -75.0 -75.0 -69.5 -80.8 -58.2 -50.4 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 80.8 56.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 Lbw 6 d 13 7045 -8 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4. "XX" 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 /18" LAMI -W/ 1/8"HS,.090,1 /8"HS) 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,.090,3/18"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/ 3/18 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: 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 89.6 P.S.F. PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 1 /2r /cis Lucas A. Twner, P.E. PE058201 MCI • • • • • • • • •••• • •• • • • •••• • • •• • • • •• •• • ▪ • •••• • • • • • • ••• • ••• •• • •• ••• • ••• • • • • COMPARATIVE ANALYSIS TABLE 8. "0° 8e "1/4- 12 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8*A,.090,1/8"HS) B. 5/16° LAMI (1/8"HS,.090,1/8"HS) C. 7/16° LAMI (3116°A,.090,3116°HS) E.13/16° LAMI (1/8"HS,3/8° SPACE,5116" LAMI -W/ 1/8°HS,.090,1/B°HS) F.13/16" LAMI (1/81‘,AIR SPACE,7/16° LAMI -W/ 3/16°A,.090,3/16°HS) HEIGHT °O° ° XOX" 38 • j7 • 3012 •• •• 42 •• • • •• r41 50:2 531/8 54 6612 57 5812 80 WIDTHS 72 74 79 84 90 96 101 108 3/8 108 111 114 117 120 C,F -90.0 70.0 28 NEG POS A -75.0 70.0 A -75.0 70.0 B,E -76.0 70.0 C,F -90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 C,F - 90.0 70.0 A - 75.0 70.0 B,E - 75.0 70.0 C,F - 90.0 70.0 A - 75.0 70.0 0,E -75.0 70.0 C,F - 90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 C,F -90.0 70.0 A - 75.0 70.0 B,E -75.0 70.0 B,E - 76.0 70.0 C,F - 90.0 70.0 A - 75.0 70.0 B,E - 76.0 70.0 C,F -90.0 70.0 A - 75.0 70.0 B,E - 75.0 70.0 C,F -90.0 70.0 A - 75.0 70.0 B,E - 75.0 70.0 C,F - 90.0 70.0 A - 76.0 70.0 B,E - 75.0 70.0 C,F -90.0 70.0 A -74.2 70.0 B,E -75.0 70.0 31 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 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -76.0 -90.0 -58.7 -76.0 -90.0 -582 -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 80.8 70.0 70.0 58.7 70.0 70.0 582 70.0 -75.0 - 75.0 70.0 -75.0 70.0 -90.0 -90.0 70.0 -90.0 -57.1 57.1 -46.4 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -58.2 582 -44.8 - 55.055.043.4 -75.0 70.0 -75.0 36 NEG POS -73.7 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 75.0 70.0 -90.0 70.0 -67.8 67.8 -75.0 70.0 -90.0 70.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90,0 -54.3 -76.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 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 48.4 70.0 70.0 44.6 70.0 70.0 43.4 70.0 38 3/8 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -82.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -76,0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 POS 70.0 70.0 70.0 67.9 70.0 70.0 82.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 43 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 70.0 -90.0 - 90.0 70.0 -84.3 45.4 -50.0 70.0 -75.0 70.0 -88.6 44.5 -49.1 - 75.0 70.0 -75.0 -75.0 70.0 -75.0 - 90.0 70.0 -86.9 -43.3 43.3 -47.5 - 75.0 70.0 -75.0 42.1 42.1 -48.2 -90.0 70.0 -81.8 -40.9 40.9 -44.8 - 76.0 70.0 -75.0 POS 80.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 83.3 70.0 70.0 59.3 70.0 70.0 56.1 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 70.0 482 70.0 70.0 44.8 70.0 48 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 49.8 -75.0 -90.0 -68.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -81.2 -48.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -76.0 -70.7 41.3 -75.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.01 -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 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 C,F - 90.0 70.0 - 90.0 70.0 -80.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 A - 72.9 70.0 B,E - 75.0 70.0 - 53.4 53.4 42.2 - 75.0 70.0 -76.0 42.2 70.0 - 39.739.743.5 -75.0 70.0 -75.0 43.61 -40.4 70.01 -76.0 68.0 40.4 70.0 67.3 50 518 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -48.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -76.0 -80.9 48.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -76.0 -70.1 -42.2 -75.0 -68.4 -41.2 -76.0 -68.7 -402 -75.0 -84.9 -39.2 -78.0 433.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 402 70.0 64.9 39.2 70.0 83.3 Read* Gabs F C 32653 eteeieer B ADO GLASS TYPE TO TABLES mow er F.K 7/1053 eavmws C NO CHANGE THIS SHEET 1070 TECIINOLOGYDRIVE NOKOMIS, FL 90275 Feud er Gab: kmisiorec F.K. 623/05 D CHANGE ANCHORS AND ADD 76 HT. OPTION Gmaaer Ma< Checked* Gob: F.K 12/17/02 P.O. SQX 1523 NOKOMIS FL 34274 54 NEG -47.9 -75.0 -90.0 -48.4 -75.0 -90.0 -75.0 -90.0 -60.0 -75.0 -90.0 -47.5 -75.0 -75.0 -75.0 -70.3 -42.2 -75.0 -41.9 -75.0 -65.4 -40.8 -83.6 -39.8 -75.0 -38.7 -75.0 POS 70.0 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 70.0 45.3 70.0 43.5 70.0 70.0 42.2 66.5 41.9 40.8 70.0 63.6 39.8 70.0 81.8 38.7 60.4 37.6 70.0 59.1 57 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -75.0 -84.5 -44.7 -75.0 -78.9 -42.6 -75.0 -75.0 -86.8 -39.8 -75.0 -61.8 -39.1 -75.0 -38.5 -75.0 -58.7 -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 44.7 70.0 70.0 42.5 70.0 41.3 70.0 68.8 40.1 70.0 63.0 39.8 61.8 70.0 60.1 38.5 70.0 58.7 70.0 57.3 70.0 55.9 Visib6 Better 60 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.8 -75.0 -87.4 -75.0 -79.7 -42.1 -75.0 -40.4 -67.3 -392 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -74.3 -57.5 -73.3 -72.2 -54.5 POS 422 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 392 63.5 70.0 60.0 37.8 70.0 59.1 37.2 57.5 70.0 55.9 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.6 -90.0 -38.5 -75.0 -41.9 -75.0 -75.6 -39.7 -75.0 -75.0 -37.1 -38.2 -72.4 -57.3 -71.8 -35.4 -70.8 -54.8 -34.8 -69.8 -34.2 -51.6 -50.0 POS 39.7 70.0 70.0 38.8 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 38.4 64.1 37.1 70.0 60.5 70.0 57.3 35.9 70.0 56.4 36.4 70.0 54.8 69.6 532 34.2 68.4 -57.3 -38.7 -73.3 51.8 33.7 67.4 60.0 NTS 67 -55.01 55.0 -53.811 53.8 -52.81 52.8 -46.31 48.3 72 -55.01 55.0 -55.01 55.0 -52.61 52.6 49.4149.4 -48.4148.4 46.8146.8 -43.8143 8 42.81 42.8 76 -5321 532 35.5 70.0 41.7141.7 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4807, 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 A 1/4° SS4 CRETE-FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT 10 zsdn 7045-8 D 2 4 0 PROVICTSZVEED PE 058201 Mechanical • ••• • • • • •••• • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • •• • • • • • •••• ••• • • •• • • •• • • •• •• • • • •• • • • COMPARATIVE ANALYSIS TABLE 8. "X0" OR "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 X X I 0 '-ico 01 X r-i0, X1 -_ GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,118 "HS) •':XO" WIDTH "XOX" 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 NEG POS NEG 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 X 0 1••• 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 t •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 .50 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 89.5 -87.5 87.5 P4 • 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 0 X DI • • 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 - 63.9 63.9 - 60.0 80.0 - 58.5 58.5 - 582 582 - 53.4 53.4 a••• 84 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 - 58.1 56.1 - 53.6 53.8 -50.4 50.4 -47.7 47.7 41.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 66.4 -582 582 - 55.8 55.8 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 s • 108 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 a *2 108 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 -87.9 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 1 . 1 10 .1 TREyi® calrts aef 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 (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,18°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. "XO" or "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7118" LAMI (3/16 "A,.090,3 /18"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 1-90.01 70.0 PRODUCT E o as complying with the FdurHh SetIdlegCede Aosept s Wi, h% • • / ,, 1' w TABLE IOA. "XO "or "OX" & "1/3.1/3- 1/3XOX° 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,7/18" LAMI -W/ 3/16 "A,.090,3/16"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: ® 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. Z.- Cz 1(�r.. Vvim Lucas A Turner, RE. 0rJl t B7 W. 3/25513 3/25513 3 a ADD CLass TYPE E70 TABLE S 1070 tEC HNOL 3 IVE NOXOMIS. FL 34275 P.O. BOX 1529 NO5050s, F1 34274 T PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS a s Rea. FJC 7/10/03 a C NO CHANGE THIS SHEET .. ALUMINUM CASEMENT WINDOW, IMPACT °° ° F.K 0/03,05 O CHANGE ANCHORS AND ADD 76' HEIGHT OPTION D2 F. u 2 12/17/02 12/ 1 cle°ue By De. Visibly Gem> i40 _ I NTS 8 d 13 � I 7045 - 8 see' D • ••• • • • • •••• • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • •• • • • • • •••• ••• • • •• • • •• • • •• •• • • • •• • • • • • • • ••• • • • • •••• • •• • •• •• • • • • • •• • • • •• •• •••• • • • • • • • • • • •• •• • ••• •• • •• • • • • •• • COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL4607, FTL-4608 "XOX" 69.284 • • • 581919 • _ • !!5973 • • 1¢49 • •• •• • 115.892 • I•• •• 10 123.135 128.000 130 130.378 134 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/18" LAMI (1/81- IS,3/8" SPACE,5/18" LAMI -W/ 1/8"iS,.090,1/8"HS) WIDTHS VENT 19.125 24 27 30 32 33.887 34 34.791 35.898 38 37 Rftow F.K 7/104X1 iftmooF FK dawn er Date: F.K 12117/02 FIXED 31.014 38.919 42.973 48.849 51.892 54.827 55.135 58.418 58.209 58.378 80 R".nim,x C cteffinRr! 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 13,0 C,F A B,E C.F A B,E C,F A B,E C,F A B,E C,F 28 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 -76.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 Oda 623/05 R O 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 38 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -80.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -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 -572 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.8 -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 -80.0 POS 70.0 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 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 78' HEIGHT OPTION Drier 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 47.9 -75.0 -85.0 -48.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -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 47.8 70.0 70.0 48.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 Ram sr nakx Ra"va",s, F.K. 325/03 B ADD GLASS TYPE TO TABLE 11 NEG -84.9 -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 -87.3 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 89.3 41.4 70.0 69.1 40.4 70.0 67.2 50 5/8 NEG -80.8 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -00.0 -482 -75.0 -79.5 -45.5 -76.0 -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 -392 -75.0 -83.3 POS 60.8 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 68.8 70.0 67.3 40.4 70.0 40.3 65.1 39.2 70.0 63.3 1070 TECHNOLOGY DRIVE NOK01415 FL 34275 P.O. BOX 1529 NO1(05115 FL 34274 HEIGHT 54 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -84.7 -41.1 -75.0 -40.2 -75.0 -38.9 -75.0 -38.8 -75.0 -80.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 84.1 40.2 70.0 62.5 38.9 70.0 80.6 38.8 37.7 70.0 59.1 57 NEG -75.0 -90.0 -41.6 -75.0 -90.0 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -76.0 -39.5 -75.0 -81.0 -75.0 -38.7 -75.0 -592 -37.7 -37.6 -57.4 -38.7 -73.3 -55.9 POS 56.1 70.0 70.0 41.6 70.0 70.0 462 70.0 42.0 70.0 69.7 40.7 70.0 64.8 70.0 61.0 39.3 70.0 60.5 38.7 70.0 592 37.7 70.0 57.8 37.6 70.0 38.7 70.0 Virib& Better NEG -53.3 -75.0 -90.0 -392 -75.0 -89.4 -75.0 -77.2 -40.1 -75.0 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -57.9 -36.9 -38.2 -72.4 -54.7 -72.3 -54.6 -35.5 -71.0 -53.0 FOS 53.3 70.0 70.0 392 70.0 70.0 43.6 70.0 70.0 40.1 70.0 88.3 38.6 70.0 37.5 70.0 58.4 37.3 70.0 57.9 38.9 70.0 382 70.0 54.7 38.1 70.0 54.8 35.5 70.0 53.0 63 NEG -50.5 -75.0 -852 -41.1 -75.0 -73.1 -38.0 -75.0 -38.8 -73.2 -58.8 -71.4 -55.7 -35.5 -71.0 - 55.2 -35.0 -70.1 -53.8 -34.3 -51.9 -34.3 -88.5 -51.7 -33.7 -67.4 -50.0 POS 50.5 70.0 70.0 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 35.5 70.0 35.0 70.0 53.8 34.3 51.9 34.3 88.5 51.7 33.7 67.4 50.0 67 -55.01 55.0 -51.51 51.5 72 -55.01 55.0 -00.01 sax -55.01 55.0 -50.91 50.9 76 -43.0143.0 41.91 41.9 `XO" & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAMI (3/18"HS,.090,3/1THS) ALL "cox- sins UP TO 134" WIDE x 53" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH AND ALL "XO" or "OX" SUMS UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT VVIDTH AND 60" MAX. FIXED WIDTH 70.0 TABLE 12A. °X0" or "Or & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4808 ALL "MX° SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT VVIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1 -55.01 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 A 1/4° SS4 CRETE-FLEX ANCHORS. 2.1F INSTAU.ING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. Dascrprma ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 9 13 7045-8 I ID 0 UNEQUAL LITES 0 UNEQUAL LITES UNEQUAL UTES 1114' g Lucas A. Tumor, P.E- PE #58201 Mediardad ••• • • • • •• • • • • • . • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • • • • ••• • • •• ••• • • • ••• • • •• •• • • • ••• •• • • • 1 •• • • • •• • • • • • • ••• • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX VE DAYLIGHT s 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 WWI MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q 0 I o f • 1.111111pait DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 PRODUCT RENEWED wD6 es mply1ogtooE kIo Date .,!ti■.i 2013 z- Keeler F.K p e r F.K. F .K. es F.K. Drew Sr F.K. 0s 9/20103 7110/03 8/23/05 DeN 12117102 RevIskas B novisionx R.wrmc 0 rhe.. e ADD 13/18' LG. GLAZING BEAD 17E54 SHOW TOP HINGE CHO SHT. NO. REF. AND ADD REM 89 rbsta 4070 7ECHNOLOG Y DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMI8. FL 34274 Vi. ibly Better S ECTIONS A LUMINUM CASEMENT WINDOW, IMPACT sarkenmu.e ISeset CA-740 I NTS 9a.rtw 10 m 13 I 7045 -8 1,1008 A. Temw', P.E. PE 888201 Mechanical • • • • • •••• • • • •••• • • • •• • • • • •• • •• •••• • • • • • • •• • • • • • •••• • •••• • • •••• • • • • • • ••• • • •••• •• • • ••• • ••• • • • • #12,x1 PH TEK SMS FRAME ASSEMBLY 13° MAX. O.C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 3" APART AT MID-SPAN "X" FRAME JAMB "X" FRAME JAMB • • •: ;) ••• 1• • 9 • FRAME ASSEMBLY • • • TUBE, MAIL: 6063 -T6 • • I X" FRAME JAMB •• • • °XX" FRAME ASSEMBLY DETAIL "XO° & °XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #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 SASH FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL A 1.376" .095 "-- CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 2.854° .062" NOM. 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784° (9 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .440° .062" NOM. L 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919° 1 1 �21 Ayr - F . K F.K Re d*F FK ReM F.K ma„er F.K. 3/2BN3 7110/03 tkckt 8123/05 0 12/17/02 B 1 c Revhb° NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD 171311811 aca 1070 TECHNOLOGYOHNE NOKOMLS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better P T- 4emWb. EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s°anbe° t* I ea° ,. Re' CA NTS 11 > 13 I o�ab 7045 -8 D Lucas A. Tame:, P.E. PE 058201 PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 98 X .750 QUAD P14 SMS 80 70054 FIXED WINDOW FRAME - HEAD, SJLL& JAMBS 81 1155 781PQA 98 X I QUAD PN SMS 82 7010 FILED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 16.) 86 13/16° LG. GLASS (18°11S, MR SPACE, 5116°IAMl) 5/16° LAMI = (2) LITES OF 1/811S GLASS WITH A14.0901NTERLAYER - SOLUTIA OR DUPONT PVB 13/16' LG. GLASS (1B°HS, AIR SPACE, 7/16 "LIMN) 7/16° LAMI= 3/16A & 3/I6HS GLASS WITH AN.0901NTERIAYER - SOLUTIA OR DUPONT PVB 88 . 13/16° LG. GLASS (1/8115, AIR SPACE, 7 /161AM1) 7/16" LANE= 3/16108 & 3/1611S GLASS WITH AN.090 1NTER AYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) •••• • • • • • • • •••• • •••• • • • • •• • • • •••• ••• • • 7015 7028 7027 7030 7031 7033 7022 7023 7036 7042 1224 • • • •1 •• • • • ••• e• • •• ••• • ••• • • • ITEM DWG # PGT. # 1 3 4 • • • ▪ 7009 • (1 J d0 7026 LOCK SUPPORT PLATE 46 50 51 52 55 67 70044 68 69 70 71 72 tee: FK FK. F.K a FIG nor 912603 care 7/10/03 Deft 12/ 17/02 PARTS LIST DESCRIPTION 7002A MAINFRAME- HEAD. SILL &JAMBS 2 1155 781PQA 98 X 1 QUAD PH SMS 7008 FRAME CORNER KEY 12"X12"X18" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 88 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 SASH CORNER KEY 7024 MAXIM MULTI -POINT LOCK 7013 1634 7006 7040 7012 7019 7018 • Revtakonr tee, ND CHANGE THIS SHEET 910 -24 X .562 P11. PN. TYPE F 7014 MULTI -LOCK KEEPER (R.H. & L.A.) 1157 78X78PPSM3 88 X .875 P11 PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 9832 X .375 1'H. PN. TYPE B STUD BRACKET (1„H. & R.H.) 7858ZA 98 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-ON HANDLE 12° HINGE (HEAVY DUTY) 710x12FP 910 X.500 PLI. PHL. 7011 LOCK SUPPORT PLATE 5/16° LAMINATED (1/8A & 18133 GLASS) .090 JNTERIAYER- SOLUTIA OR DUPONT PVB 5/16" LAMINATED (18HS & 1/8110 GLASS) .0901NTERIAYER- SOLUTLA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16110 GLASS) .090 IN TERLAYER - SOLUTIA OR DUPONT PVB 7/16° LAMINATED (3/16HS & 3/16113 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16°) GLAZING BEAD (7/16") 61E247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 78x12PS1W/B 88 X 300 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASS'Y. TUBE 712X119'1' 912 X 1" PH. PBX. TEK. LOCK SPACER 711573 SNAP-ON T- HANDLE KNOB 7FLDHID FOLDING HANDLE ADD mar to. GLASSB GLAZING HEAD D ADD EQUN. TO REM 44 SILICONE AND ADO ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1529 NOKOMIS, FL 34274 .706' .050' .050" .423" Visibly Bette. 0 5/16° GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523' — r - .865" .865" 0 7/16° GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040' 1.000" 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 cur_ CA-740 993" r .040° — —°-� �-►— .172" .870" T 1--- .569" O 13/16° GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .062° .093 °—I 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A Deswebor PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT 12 0 13 .050' 1.124 °I 704 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701 D PRODUCT RE4RWED lm cemplyhq; with the Raids Sean Cade Accept= • Eata I S7i,L A • Lucas A TL•mer, P.E. PE 868201 Mechanical • • • • • • • •• • • • • • • • • ••• • • •••• •• • • •••• ••• • • •••• •• • • • • • •••• •• ••• • • • • • •• ••• • • • • • • • •••• • • • •••• • • • •••• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r ASEE • • • • • ••• •• • ••• •• • •• •• ••• •• • • F.K. 7/10103 . C mater tom. Re2moms F.K 0/23/05 D Dram ar Geavb4ar F.K 12/17/02 1 1/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK A SEE NOTE 1 A SEE NOTE 4 1/4° MAX. SHIM A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 f A SEE NOTE 1 r 6 • SEE NOTE 4 ---I 1 1/4' MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/18' TAPCONS 8 814 SCREWS mein I 121 : 1��, :, .., ,,, ,. 1 1/4° MIN. 1070 7E03NOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOM FL 34274 •,A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK 1/4° MAX. SHIM-1 1 A SEE NOTE 2 1/4" MAX. SHIM A 2x WOOD BUCK (SEE NOTE 3) ASEE NOTE 1 c;T Virtb13 Better 1 1/2" L. MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE semnWa.r CA NTa SEE NOTE 4 A SEE NOTE 4 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM? A SEE NOTE 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 21/2 ". 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 JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Render bate: ibmskares F.K. 3/25/03 8 ANCHORAGE DETAILS ALUMINUM CASEMENT IMNDOW, IMPACT 4.2 oaenw 13 4 13 I 7045 -8 A SEE NOTE 4 T1� r 11 /4 " MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Luse 8. Turner, P.E. PE 808201 Mechanical 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.miamidade.aov/build1njcode 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 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 comer 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 tl �s�eg11 iiCIAU 11•he provided to the user by the manufacturer or its distributors and shall be available fgr mspgCtiBg t job ;ite 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 documentati was r yiP.w0d • byUsbaq L Chanda, P.E. • • • • • . • • • •• • • •• • • ••• • .. • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• .• • • •• . 1 •. •• • 0 • • 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 -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. 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 "Saflex 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. •• ..• • • . • • • •• ••• • • . . . • . . ..••.• • • ..••• . . • • •.••. • •• ••• •• • • • • •• • • ••• • •• • • • • • • • • • • • • • • • • ••• • • • • • O • • • • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • E -1 k5 e 1. Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • 000000 • • •••••• • • • •••••• ••••• • • •••• • ' • • • • • •ANCHORAGE: THE 33 1/3% 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. ••••• 000000 • • •.•••• • • • •.••.• 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 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116° 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. • ••• • • • • 0.000 • • • • • • • •• • • • • ••• •••• • • ••• • • • • • • • • • 2. PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) • •Lal •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. 0000 • • •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. 8. 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- 2001LUMINUM DESIGN MANUAL � ay�sla 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). Reastl nog 414107 Date 12HR/03 13 A aa""4es ar" F.K Rona ex F.K FJ Dar CHG. NOT E2 TO REF. AMTME 1300-02 AND REVISE ANCHORAGE NOTE3. ADD TO NYSE 6ANDADD NOTE 7. REDUCE 1070 TECHNOLOGY DRIVE NOKOM S, FL 34278 P.O. BQX 1529 NOKOMIS, FL X274 Visibly Bette. Pr ALUMINUM TABLE ICTURE WINDOWIMPACT arissetdst Vim* .tar. NTS 1 d 12 I m 42594 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 8 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 PRODUCT RENEW o complying with the Florida Bridlag Cade 9 OW= zl O ro 5/? o f Robert L park, P.E. PE =712 Structutal • • • • •••• : • • •8.18• • • • • ••• •e• • • • • • • • . • • • • .• • •• • . • ••• • • •• • ••. • • • •.•S • • • • • • • • • • •• • • •8 • • • •• •••• • • • •• • • • • •••• 3/16° ANNEALED OR HEAT STRENGTHENED GLASS • • 1 • • • •.• ••• ••• •• • ••• 1••• • •••• •• • • • OUTSIDE 0 7/16" LAMI GLASS NOMINAL 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 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 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 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED • 1 amlObin lekh the Florae Baldhg Cede Ampex, NoilV Dtd4os PRODUCT I iEVLSED •e complying with the Raids gadding Car Aaepla"m Ns ! 04 Orate 4=I -1111 • O. Revs 1Br FJC Road Br FJC FJC Dew bete 8 eee 19//6119 amt 7/14 /03 Restianw A l• NO CHANGE TH/8SHEET NO CHANGE nos stem Oft 1070 7EC484Of.0OVWIVE M0102368, FL 94278 P.O.30X1870 NONOMIS R.34274 Pc �T Vifibfp Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT swimmable! PW es,c m+•ie FUt lI 2 s 12 I 4259 -4 $47 L Cask, P.E. PE 139712 t16whR• • • • •:•••• •• • • • • • • • • • • •••••• • • eeeeee • • • • •••• • • •••• • • • • •• • • •••• • • • • • • •••• • • •• • • • ••• ••• • • •••• • • • • • • •• • • •• • • • •• •• • • • • • • • • • • HEXAGON MAX. SIZE = 60" BETWEEN FLATS • • R MAX. AREA = 21.65 SQ. FT. •• • FAN MAX. SIZE = 96"X47' OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96"X48" OR MAX. AREA = 25.13 SQ. FT. NOTE: A FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 1---- 921/4° MAX DLO RECTANGLE MAX SIZE = 48° X 96" OR MAX AREA = 32.00 SQ. FT. 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68'X68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE =48"X96" OR MAX AREA = 31.99 SQ. FT. MAX SIZE = 48 "X96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWED Bidding CAde Acceptance N• z. Dote Ai ohms ate* and Sie FJC F.K FJC 6.L tear 12H$v3 Didx /14773 Rfflabec e 4W UPDATE ANCHORAGE NOTE NO CHANGE TNL SHEET trtc Rarkkne A OT 1070 TECHNOLOGY DRIVE NOKaI1S. Ft 34278 P.0. HQX 16 NOHOW 11 34274 FAG" V1Nb1y Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT � N TS 19 d 12 I � 4259.4 I B Rfted L Clark P.E. PE 418712 Structural ••. • • • • • • • . ...• • • • • • 00000 • ••• • • • 000000 • • ••••• • • • • • • ••• • • • ••• • • • • • • • •••• •••• • • •• • •• • • • • • • • • • • • HEXAGON O SIZE = 60" BETWEEN FLATS •• 4)R MAX AREA = 21.65 SQ. FT. •• • ••• •. • .. I••• FAN MAX. SIZE = 96" X 47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 98 "X48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60° DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX SIZE = 96° X 48° OR MAX AREA = 31.99 SQ. FT. A r- 981/4" FRAME O.D. 96° MAX. A T - T = 50 1/4' FRAME 0 D. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 931/4° MAX. DLO RECTANGLE MAX SIZE = 48" X 96" NOTE: ® OR MAX AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. QUARTER CIRCLE MAX. SIZE = 68" X 68° OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96' X 47" OR MAX AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO TRAPEZOID MAX. SIZE =48'X98" OR MAX AREA = 31.99 SQ. FT. PRODUCT RENEWED SEC.& Or Woks Amp N. 12.10 Etphadas DEW ARCH. MAX. SIZE = 48 "X98" OR MAX. AREA = 3028 SQ. FT. ANT FJC .m"aF F.K mem FJC Mkt Oink a 4 S7 Oat TL18V3 7114113 e Rwmms A m4.440 ADD FRAME 0.D. DIMENSIONS AND UPDAT E ANCHORAGE NOTE NO CHANGE THIS SHEET Ther 1070 TECHNOLOGY DRIVE NOKO IS, FL 34278 RO. 8GX 1820 NO10OW8. FL 31274 cot - V ulbly Bette INTEGRAL RN ELEVATIONS 1 ALUMINUM PICTURE WINDOW, IMPACT Sodellkde PYK701 I NTSI 4 d 12 I ° � °� 4259 -4 . 11 L. Ck.k, P.E. PE •39712 136ua1 • • •••••• • • •••••• • • • •••••• • • 0000 • • •••••• • • 00000 • • • ••. • • • •••• • •••••• • • • •••• • • • • • •••• • • •••• • • •• • • • •• • •• • • • e •• • • •�• • • • •• •• • ••• •• • •• •• i • • 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 (3116A, .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 A,B,C,D • AREA !0.000 1 A,B,C,D ••• AREA •85.500 I A,B,C,D • ••• AREA • •71.000 I A,B,C,D • • AREA •••• A • 76.500 a••• 1 B,C,D •• AREA • 82000 I A B,C,D AREA 87.500 A C B,D AREA 93.000 96.000 a.ardai Ms F.K DAN 41410T R , as FK 12118/03 F F C 11 4/03 A C B,D AREA A C B,D AREA Radians Reltirnt A Gimbal* 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 -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 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 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 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 -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 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASTA4E 1900-02 AND NOTES. CLEANUP TABLE 1 DESCRIPTION AND HEAD1N05. CHANGENO7E IANC}RMNG WITH BI2SCREWS 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 +80.0 +80.0 +78.0 +80.0 +80.0 +74.0 +80. +80.0 +71.9 +80. +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SQ.FT. -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. 10707ECHNOLOOYDRAM NOKOU1S, FL 34275 P.O. BOX MO NOKOASS, FL 34274 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.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80. 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 -85.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. PP Via* &tam 48.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.80 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 +68.4 +77.3 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. -68.4 -77.3 -80.0 28.28 SQ.FT. +63.9 +72.2 +80. +61.5 +69.5 +80.0 -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 +67.0 +75.8 +80.0 +82.4 +70.5 +80.0 +60.0 +67.8 +80.0 -76.8 -80.0 -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 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 IJSTED 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 nt ALUMINUM PICTURE WINDOW, IMPACT PW•701 I u mee NTS 1 5 d 12 I °IMMIVp 4269 -4 11 n�comply'sdwith Mt Florida Batdials Cede Moeplause "°° 'i � 1.4241 SG 4 Weldon eausurr e a with Or 5 i4k Fithriag Coda Atoe4allo a -.: - ,0( e Data • Prodint Control Robot park, P.E. PE 539712 Stnm6aal • • •••••• • • •••••• • • •••••• 00000 • • 00000 • • •••••• • • 00 0000 • • • •••••• • • • • • • •••• 0 • • • •••• • •••• •••• • • • • • • • • • •• • • • •• •• • • • • • • • ••• • • • • • • • •• • • •• • •• •• • • 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"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., 3116HS, 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 • 85.500 I A,B,C,D • - • • AREA 4.. 71.000 I A,B,C,D • • • AREA A 3 .76 I B,C,D • AREA • • 82100 I B,C,D AREA 87.500 AREA 93.000 AREA 98.000 beew 4/4/07 Data 12/1NO3 Data 7/14/03 A C B,D A C B,D A C B,D AREA r A D6mGtl8p 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 12.98 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 -ea0 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -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 DEMON PRESSURESPERASTME 130E-02 AND NOTES. CLEAN UP TABLE 2DE TIONAND HEADINGS. CHNVGENOTE 1ANCHORING Wit H112SCREW Bata 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 +60.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +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 -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -60.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOXOIOE FL 34278 PO.Bgx1679 NOACOWS FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -En0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -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 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 29.06 SQ.FT. +63.0 +71.2 +80.0 -63.0 -71.2 -80.0 30.00 SQ.FT. PST lM Beta. 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 +73.1 +80.0 +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 -78.0 -80.0 24.70 SQ.FT. -73.1 -80.0 26.48 SQ.FT. -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 29.17 SQ.FT. +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 -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 HEIGHT 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. a, D.v4a INTEGRAL RN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Beesdleask I r« '12 II PRODUCT RENEWED as complying web ibe Reside BarkUng Code Amps=No2 -3112 10 Expiration Dite e -._ 3a;WILIL • • • , RobmtL Om*. P.E. PE 039712 Sbudwel • ••• • • • • • ▪ •••••• •••••• • • • • • • •••• •••••• • •••• ••••• • • .••• ••••. • • •••• • • 0000 • •• 0000 • •••• • • 0000 • •••• • • • • • • • •. • • • • ••• • • •• • • • •• •• • • • 0000 2.784" b • ••• •• • •• • 0 1 1 0 OUTSIDE 0,01011 0 SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 11 0 ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) INSIDE PRODUCT RENEWED sa neraplyiniovith the Florid BnWing Code Aceepttutee t o Esptratiaa zt— 'nl Rawl Bff RoNdBir FJC Read Br F.K na.tale F.K Date 477 GIs 12 453 Deft 7/14/03 Raelskss /assts A NO CHANGE THIS SHEET NO CHANGE THIS SHEET con. 1070 TECHNOLOGYORNE NOI(Offi9, FL 9027Q P.O. BOX 1529 NOKONm, FL 3034 PST lVLslbly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT smtineae tore Sere aerras _ PIN-701 Ii4LFI 7 d 12 I 42584 I B i Robed L Clerk, P.E. PE 039712 Structural ••• • • • ••• • • •••••• • • ••..•. •••••• • • • • • • •••• •••.•. • •••• 0000 • • •••• •.••• • • • •••• • •••••o • • •• •••.•• • • • • •••• • • •••• •.•••• • • • • • • • • • • •. • • • • • • • • • • • 2.784° . • • • • • ••• • • • ••• . •• • 40 lliil 0 O III .inii� 0 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) o _] i ' 111 X11 0 o l o 1111,1111 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 MAX. DAYLIGHT OPENING 2.784° —� - 171 INSIDE PRODUCT RENEWED es C ode wIth the Florida Acceptance s o N __ ° 14 • M 4de *`t PRODUCTREYBEY i •wlbsTww Code AceePtmoe X VERTICAL SECTION (INTEGRAL FIN FRAME) ,/ famed fir F.K 4/4107 tit 12118/03 7/14/03 Rostisiax Rake= B ItsPaor A rhemeder NO CHANGE 7158 SHEET NO CHANGE 7HI38FlEET tier 1070 TECHNOLOGY ORM NO100503, F199270 P.O. BOX 1529 NOKOMIS, FL 94274 Pc[ VitiMy &uer SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT adaatde PW.701 I M I B d 12 lu4.aem 4259-4 113 • • 0 0 0 0 0 0 • • •• •••• • • • 0 0 0 0 0 0 0 0 0 00 • • • •••• • • •••••• • • • • • 00 0000 ••• • • • •••• • •• • • • •••• • •••• •••• • • •••• • • •• • • • •••• • • • ••• • • • • • • • ••• • • •• • • •• •• • • • ITEM DESCRIPTION 12 1 2 7 8 10 1 13 • • 14 • • 15 • x •17 •• . •• • •• •18 • 2f 1. 22 awed DA FJC l.nd8F FJC "nosy FJC .050" DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 4V7 eerie 1TPl&W 114V3 molars Drabs RreYa A mradax PART # 64256 64253 781 PDX 64255 64254 6TP247 64262 r . 970° 1 ITEM 10, 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 - 3/16" 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 - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975" .346° --�1 NO CHANGE THIS SHEET NO CHANGE THIS SHEET aril .975° ITEM 11 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 MAIL: 8063 -T5 DWG NO. 4254 1W0 SRNS NOKQ18$ R. 34273 P.O. SQX NOKOMIIS, FL 34274 PGT Visibly Better 2.764" ITEM 1, INTEGRAL FIN FRAME MATL: 6083 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS UST me ALUMINUM PICTURE WINDOW, IMPACT PVIL7O1 I MALFI 9 d 12 I �� 4259-4 I B 2.500" PROb4 : a as rnmp$ingw th the Vteattla Balding Cede Acceptance No O (I►Z. I(/ Etpintlon Date • • e eeeee • • •••••• • 000000 • ••••• • • 00000 • • •••••• • • •••••• • • • •••••• •••• • • • •••••• • • • •••• • •••• • • •••• • • •• • • • • • •••• • • • • • •• • • • .131' DIA. M N. x 2 1/2" NAIL, •• • AT CORNERS • AND 5° O.C. • IN/OD BUCK OR FRAMING • •• •••• • •••• • • • • • 1/4° MAX. f SHIM T • • • INTEGRAL FIN DETAIL A •••• • CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX. r SHIM .. SEE NOTE 1 FOR • • EMBEDMENT 1 318" MIN. EMBEDMENT INTEGRAL FIN DETAIL B L WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. f SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8° MIN. ® EMBEDMENT 1/4° MAX. f SHIM T SEE NOTE 1 FOR �- : ; ': . 1x WOOD BUCK ® EMBEDMENT : ° ' - • (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU CONCRETE ANCHOR (SEE NOTE 1) ®L 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® o� jz v s \l. 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. afr 1,\1sIs 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 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 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) [' 1/4° MAX. 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PROD4)CI NtRti: LB ea p� aIth Ow Pirtle guiding Acceptance No OR—I% 17.1 aphid= Date 21/9/144 Mod Dade Reeder Rower FJG Ramer Fx Iheeer F.K tlabr cake 41607 oass 1.2/1&09 7/14/03 Roaeaor Beddow 8 Cbmlad REVISE MID UPDATE ANCHORAGE PER CURRENT ESC A CHANGE NOTE 1 AND FASTENER SPACING Ades 1070 TECHNOLOGY DRIVE NOKOMIS FL 34278 P.O. BOX 1128 NOKOMIS, FL 34.274 Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT ANese/a/t PVV•7O1 NTS 10 d12 naee•ta Roe 4259-4 I B L dark, P.E PE 039712 BtuolseN • • •••••• • • • 00000 ••••• • • 00000 • • •••••• • • 00000 • •• 00000 •••• • • •••• • 000000 • • • •••• • •••• • • • • •• • • • •••• • • • • • • • •• • • • •• • • • • TABLE 3. ANCHOR ON. CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE • • 11,0' O.C. ••• WIND. DIM. 49.0' O.C. 54.5' O.C. •• • 60.9' O.C. 1 • 00.5 O.C. •••■ • ••••• 79.9' O.C. • • • 82.0' O.C. 87.5' O.C. 93.0' O.C. 98.0' O.C. WINDOW 'Y' DIMENSION 0 U a 15 0' 7 d >1.,2.,4. X CO W 0 03 O O 0 03 02 P Cal Y n 1- A n A A n Rm.!Or Oats 20.0' 1.,2.,4. X Y 03 0 O 0 CO o N O 03 O O t CO O m 03 Cal D ar Dee aaAdHp Hub FJC 7/14/03 0 0 O O 0 O O 25.0' 1.,2.,4. X co N CO 0 N CO 0 O t�l CO 0 CO CO Cal O Y Cal V CV N P N N N N Cal Cal 28.5' 1.,2.,4. X 03 P co 0 N CO O O 33 0 O CO P Cal Y O "L. CO co ID m O CO O O m 30.0' 1.,2.,4. X CO 0 N O O Ps O m CO LL Cal CO Y W CA O 0) CO W 03 0) 03 34.0' 1. X 03 h 0 N O O ( 0 CO co 0 03 O 0 Y 2. X 0 N O CO l�1 03 0 CD P 03 tt� Y 4. X CO N O 0 N O O CO 0 CO O O 0 Y 39.5' 1. X CO 0 N tO O oo co a O O 01 CO co 0) Y m W O co m m 03 O a m chi CD co O 0! co m 03 2. X N 0 (.4 CO O ID 0 CO CO Y O m O 03 m 0 m 0) co 1•) co O m co W O co O co O ra 4. X •3 P co 0 O O 03 CO 0 0 O as O O 0 Y 10 c�+ 0f O m a�S 0 m 33 O O 01 tai 05 O a3 W CD 07 O co 0 45.0' X W 1ff 0 co 0 0) m O O co 03 l+� co O CO CIO O O Y Rend Hy Oder Meal= Fx 41497 B NEW SHEET 1070 TECHNOLOGY NOMA R 34278 P.O. sox 1523 NORMA FL 34274 2. x P oo 0 N CO O CO 0 CD O O 03 O Y V. 4. X N CO u3 0 ea 0 0 0 m O O CO 01 co w Y 46.5' 1. X Cal 0 CD CO 03 co at 05 co O CO 03 m Da Y N N BGT Vittbb Better 2. X CO 0 Cal 0 O 0 CD CO O V 0 Y N N N V. 4. X c3 Cal 0 co CD O co 00 0i 03 co A 0f W O CO Y N N 48.0' 1. X CO oo 0 0 m CO CD O CO av 0) O m co O O O Y N Cal N N Cal Cat Cal 2. X 03 Cal CD Cal Cal Cal Cal Cal Cal Cal 4. CO Cal CO CO oo CD CIO 03 CSC Cal Cal Cal Cal NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECtANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "x• AND 'Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8' 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2' FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETaY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2' FROM ANY CORNER. ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT ANCHOR TYPES: 1. #12 STEEL SCREW (G5) - 3. 1/4' ELCO TAPCON PRODUCT RENEWED cosclglha with Mc Roads Waco Codc Acceptance No_010 Fipif *duo Date/4_44AD PI //, P ejA PE #38712 Shuohnel TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: ANCHOR TYPE v WINDOW "Y" DIMENSION 1. #12 STEEL SCREW (G5) _ 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4. 1/4° ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON 48.5" 48' ,5 5. 3. 4. 5. 3. 4. 5. DIM. X 1x1 ere I. Y„ 1 Z/1 1 IX' 8/E Z1 Y 1 }1 01 XY Ixiexzt I }1 Z/t 9 X 1x1 ex zt I>-I Z/LZL I XYXYXY 'XI 4/1 6 1 }I 4 /l9 IxIexzt 1 1x1 4/1 6 1 XYXY ' 8/E Z1 'XI 4/1 6 1 }1 11 XY 'XI 8/E Z1 1 i 11 1 XY xI 9/E zt I }1 L1 XY XI 91/L L 1 1 911E 6 1 xI 8/9Z11 Y 1>-1 91/9 el XY x1 Z4 91 /E 6 XY 17 7/16 Ix p-1 wt 9 1 XY IIxIexzt1 h 11 1 X XIe/e Y I>- L L X 1X1 91 /L 1 1 Y > 919 B X_ x1 are Z1 1 Y r Z11 LL X X181eZ11 Y }IZ /1 LL X 177/16 Ix Y >717 L X xlexet Y >- ZL X x1 8x11 Y > Z1 9/901 Z/1 L 8/5 01 01 9/901 VI 9 9/4 01 zit zt es et 4118 9/S 01 4/19 Z/L 8 91901 Z/L 8 11 9/901 L1 8/9011 14 1 z /1 e1 91/9 6 I 9/9 01 1 91/9 6 I 1 8/9011 91/9 el 9/1 1 1 4R 8 1 8/9 01 1 1 11 1 B/9 01 1 11 1 9/1 1 1 8/9 8 8/S 01 1 Z/1 Lt ere 0t1 Z / L 11 1 8/1 L 1 411 1 1 8/9 01 1 zt 1 8/9 01 1 • qp• • g • EL Z/1 L 1 Z 01 8/9 6 Z/1 9 ZL Z /LZt 8/96 4/L 8 I Zl 4/1 8 8/S 6 Z1 11 Z1 1 11 ZL 11 911E 6 1 � zt et/961 I zt 911E 6 1 9/L 9 1 4 / l 8 8/9 6 11 ZL 1 1 11 8/1 9 8/9 41 8/9 6 Z/1 11 ZL Z/1 11 8/1 4/1 L 8/9 6 ZL 1 1 Z1 we at Z/11 4/£ I Ol 4/£ 1 Z/19 1 4 01 IZ /1 91/S18 4 / L 9 4/901 4/1 81 91/918 4/E 91/11 11 WE 01 11 1 4/S O1 11 1 91 /11 1 911981 48 WE el we 01 1 91/9 61 91 /11 9 1 1 4/1 81 WE 01 I 11 1 4801) 1 11 1 91/1191 B/5 B we of 1 z<l WE 01 I Z/1 11 1 91/11 9 1 4/1 L 1 4/E 01 1 zt I 48 01 zt 1 • 191/91 11 1 Z/1 L 191/91 11 1 01 1 8/L 6 1 Z/1 9 19181 11 1 Z/1 Z1 91/19 1 4/t 8 19181 111 1 411 9 1 9L /1 191/£1 11 191 /L 8 1 11 19181 1L 1 11 1 191191 11 I 11 1 1 819 L WE 61 1 8/1 6 1 911E 6 1 91/61 11 911E 6 1 91/6 91 1 4/18 1 8/1 6 1 LL I 91/£1 111 I 1L 91/8 9 1 819 9 1 9/1 6 I Z/1 11 1 91./E1.111 Z/1 11 1 91/6 9 1 4/1 1 1 8/18 1 Z1 1 918 111 zt 1 PRODUCT REnaW80 wue nu Nwti+M allOng Code AD 1112. ID 4 •. 1 I Z/1 1 48 01 01 WE 01 Z/1 9 48 01 Z /1 zt 4/L 6 4 /L9 4/9 01 4119 91/1 9 41£ 91/1 8 1 1L 1 48 L1 1 4/E 01 11 948 1 91/9 6 1 1 4801 91/66 WE 01 WE 6 1 Z/1 9 1 14/1 4/1 6 1 11 WE 01 1 11 Z/1 9 8/59 4/16 Z/1 11 1 48 Z/L 11 Z/1 9 4 /1 4116 Z1 48 01 1 zt 1 ,. 161/1.1.1.4 1 Z/1 1 191/11 11 1 0L 1 01 I Z/1 9 1 191 /11 11 1 zit zt 1 48 8 1 4/4 8 191/11 111 1 4/1 8 1 4/E B 91 /11 111 1 91/£1 I 11 I 191111 111 I 11 I 191/11 111 I L1 I 1 9ti9 61 01 1 1 811E 6 1 91/41 111 1 91/9 6 1 8/E 9 1 1 4/L 9 O1 1 L 91/11 111 L1 889 1 8/s9 4/E 8 Z/1 it 1 91/11 111 Z/1 11 1 8/L 9 1 4/4 1 1 we 9 1 Z1 1 91/11 111 1 1 D 8/9 Z1 1 Z/11 12 5/8 I 01 911L61 Z/L 9 1 8/9 21 Z/1ZI1 9 L /L 9 4/1 8 1 1 8/9 Z1 4/1 e 1 91/1 8 1 8/9 Z1 91/8 L 11 1 1 9181 011 11 I 815zt1 L 1 8/18 1 918 61 19 1 011 911E 61 8/9 Z4 1 1 911E 6 1 91/991 1 4/1 8 1 91 /1 6 1 LL I 8/9ZL 1 L1 1 9119 91 8/9 9 I 91/1 6 I Z/1 11 I 8/9 Z1 I 1Z/1 11 I 91819 4/1 1 1 8 7/18 zt 1 e/5Zt1 Zl 1 93.0° O.C. I B/S LL art 1 14/9 11 1 et Is /1 01 I Z/1 9 149 11 I Z /1ZL w 1 4 /l F/5 11 1 4/t 8 1 8/1 8 o, 18/9 11 to 1 e8 1 11 1 8B 11 1 11 1 1 815 L1 1 11 1 4/E 9 1 191/96 1B /1 1 911E 8 1 8/9 41 1 911E 8 1 141191 1 4/1 8 1 a 1 I 9/9 11 1 LL 1 918L 9I II BB SJ Cb 1 Z/1 11 1 1 9/9 11 I iZ/1111 I91/E14 4/t L 1 co ZL 1 8/9 11 I zt 1 98.0° O.C. Z4 1 z 1 ZL 1 8IC 6 1 I Z/1 9 1 1 1 1 Z!tZ11 1 91 /1 91 1 wt. 8 1 1 Z1 1 x4%1 181/181 m I ZL 1 m 1 91/11 1 I 1 11 1 z/1 0l 1 I 11 1 1 ZL 1 I 11 1 1 Z/1 91 98 61 1 Z/1 011 1 911E 6 1 I zt I 1 81/6 61 m 4/L 8 1 1 8196 1 1 L1 I 1 Z1 1 I 11 I m 1 8/9 9 1 8 7/18 1/1. 11 1 1 zt I 1 Z/1 11 1 8/S 5 1 4/1 1 91/181 ZL z1 1 1 I NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „ 7 MAX. ON- CENTER °X' AND DIMENSION FROM TABLE 4 (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. (O.C.) MAX. 81/2' FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" 1 FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/T DIM. -- AND USE THE ON- CENTER FROM ANY CORNER. it , / ,/, ANCHORAGE CONCRETE SUBSTRATE Amax FJC Doke 441107 RIM1341Z B NEW SHEET 1070 � NOttOM9, FL 9ta76 ao.nme P c � T p 4 ALUMINUM PICTURE WINDOW IMPACT L Clerk P.E. +�� Va nOr F.le Daft 7/14/03 eeec I NOROM$ FL 94274 Visibly getter. .., sem" PW-70P I e NTS mr 112 d 12 I u .+nw 425&3 PE 030712 B Structural • • • 000000 •••• • • • • 00000 • • • • • • • 000000 • • • • 000000 • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 ART (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• opy of tins ink ArDA 'shall be provided to the user by the manufacturer or its distributors and shall be availeblelbf inspbctibn at the jab 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. • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • •• •• • • • • • .• • • • • • ••• • • • • • • • • • • • • • • • •• • •• • • ••• • • 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 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 - 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. O'1'HER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. •• ••• • • • • • •. • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • •. •• • • • • •. • • • • • • • • ••. • • • • • • • • • • .• • •.• • • • ... • • • • • • .•• • • • • • • • • • • • • • • • • • • •• •• • ••• • • E -1 ' 14C . LL4maa. 'shaq 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. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/5' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4029 CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.465') CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . p"f116' LAMI NOM. (.4859 CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR • MAIYIMUM PLUS (1) UTE OF 3/16' HEAT STRENGTHENED GLASS. • 2 DESIQN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. • • 431 DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3 S,OIJF,IGURATIONS: X O X XO• ox. XXO OX)(, MI, AND OXXO. 84. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL • • SCI»GVS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE • jtSQUIREMENTS SEE SHEETS 8 THROUGH 10. •5. SHUTTERS ARE NOT REQUIRED. e tEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. •7i RNRERENCES: • • DEPORT FTL -5212, ELCO TEXTRON NOA 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 1 PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH ▪ Vt8_VCITY HURRICANE ZONE (HVHZ). ; OONF=GURATIONS 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 Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR ® 0111 1/2" GLASS BITE EXT. - 1/5' ANNEALED OR HEAT STRENGTHENED GLASS —"- .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM INT. - 3/16' HEAT STRENGTHEND GLASS -- •402 --A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR INT. - 3/16' HEAT STRENGTHEND GLASS EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS — ` .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2' GLASS BITE -� .485 +- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 FN: Rlslty. FA: FJC Cake t lira wta Das 9/7207 Asoikac E RaY6s A J.J. ObsAmleg 0L{RFYP1Cf.OFt8A88 OVERALL A0L70N&88AD MASS ME ADD G1A888IfEVOL 7 GLAZING OEM: L ADD RAMBO= VAC, ABASE NOTE f, MASS DESORIP7: RADON= & 521/77 1070 TECHNOLOGY DRIVE NOKOMEL R MTh AO. BOX 1678 ticaccam R 808771 Vtdbfy Bauer BGT NOTES AND GLAZING DETAILS Taw ALUM. FRENCH DOOR & SIDE LITES IMPACT RANARAR FD101 Ba,IC that 9x 1 10 , ONstatift 1101 I 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 5, 7 ANCHORAGE 8-10 Approved mpyiopwith the Code Dete CxIob•i I13, '&07 NOM eT — m G 59. f (Mead Dade Product control °7 s e,1 I •LLJJ k L Clark, P.E. PE tet9712 Stt"mntm •••• • • •••• • • • • •••• • •••• •••• • • •••• • • •• • • • •••• •••• • • • ••• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT "X YVI11T XX WIDTH 6 - 79 3/4" 7 - 83 3/4 87 3/4" 91 3/4" 8 ° - 953/4" f 3712"26° 713/4" • • •• • • • • • ••• • • •••• OWNDTH • • 1 38 3/4" .TAW 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY WAPFOVED CONFIGURATIONS: OX, X0, OXO, )0(0, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION X WIDTH 2° 251/2" 2712" 2912" 2 ° 31 1/2" 2 3312" 3512" 3° 3712" SINGLE SIDE LITE Amid* F.R Row 13x FX F X • 0 W 27 3/4" Oaks •r" LPIBO7 ?/1/07 36 1/8" 363/4" 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" 0 WIDTH 103/4" 12 3/4" 19" 21 3/4" 27 3/4" 361/8" 38 3/4" rb•ne Ambles B Ass 62".91 R AIhs A J,L +75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 +75.0 +75.0 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -7E01+75.0 -75.01+75.0 GLASS TYPESA,B,CORD HEIGHT 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 -75.0 -75.0 -75.0 -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 +75.0 +75.0 +75.0 +74.9 7 833/4" +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 -75.0 -74.9 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 GLASS TYPESA,B,CORD -75.0 -75.0 +65.0 +57.8 -68.5 -61.0 -49.9 -352 -34.0 +75.0 -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 +35.2 +34.0 -75.0 -71.4 -70.4 -52.4 -49.0 -48.1 -43.8 -41.5 -38.1 -34.0 -75.0 -75.0 -85.0 -57.8 -472 -352 -34.0 TARE a 13031 NPRE8R81ESAADCUlIDE13N01 -REaF VERSION OLUBAEGLAR?7YPE86WXEIZES fONOIE06MDN0fE06A REVISE NOT Et, 1 6a AODNVTATICIVS TO TAME SMIDI REWCHIIAZ 8@?DEISONPI AA®AAiAf.ALL DPOFOR WW2 Dale +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 +75.0 +75.0 +81.9 +55.0 +44.7 +35.2 +34.0 -75.0 -75.0 -67.6 -88.8 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -81.9 -55.0 -44.7 -352 -34.0 +75.0 +47.4 +44.3 +41.6 +393 +373 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 10707ER0UpA0YDRIVE AQICORIA FL WM P.0. 908 1129 30fao9 Fa 8Q71 -75.0 +642 -642 +75.0 -75.0 +63.1 -63.1 -75.01+75.0 -75.0 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 NOTES: . GLASS TYPES: A. 3/8" 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"1-15, .090 PVB, 3/16" HS) ® 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX OXO WIDTH =109 1/2° MAX. XXO /OXX WIDTH = 107 3/4" MAX OXXO WIDTH =143 3/4' VLW* arm,. 3. SINGLE DOORS 33 5/8" 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 APPUCABLE IN MIAMI -DADE COUNTY. ® 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 / -67.8 PSF EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" 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 = +43.6 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28' SIDE LITES DESIGN PRESSURE = +43.1 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 ALUM. FRENCH DOOR & SIDE LITES, IMPACT froionat FD101 1X 2 s 10 I °""°nt f1005 -1 I B pppr"red as rnmpUlae with II" Florida °" 2007 Date NDA6 Warm Dade ProdueR Contn8 1091P2" MAX. 383/4' MAX — "1 — SEE NOTE 3 �f_ • M IC of IN . l 4 I .\ _ X ACT . . \ 0 / X INACT. MA (N m , lE \\ X ACT. ` \\ \ ` 1 \ / // Ef /X /NACT. 1 I E O E O 1091P2" MAX. 383/4' MAX — "1 — SEE NOTE 3 �f_ • M IC . l 4 I .\ _ X ACT . . \ 0 / X INACT. at 1091P2" MAX. 383/4' MAX — "1 — SEE NOTE 3 �f_ • M 0 1 E O . \\ . , ./ 1 E/E r / X IE O •••• • • • • •••• • • •• • • • •• • • • • •••• • • •••• •••• • • • • • • • • • •••• • •• • • • •••• • •• • • • • • • • •• • • • • •••• • �•••• • •• ••• tEE NOTE 4 73112• MAX lE O OX OR X0 37112' A MA 84 3/8° MAX DLO TYP. 95 314• MAX HT. TYP. C SEE NOTE 4 71 3/4' MAX 24 9118• MAX DLO (TYP) A --' X A ---' XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. OXO -- SEE NOTE 4 � 36 3/4° M A X SEE NOTE 4 G G 3. SIDE LITES OVERLAP 7C AND IOC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE X0', OX', '0X0' 7000', '0XX' AND 'COOKY CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (7C DOORS = WIDTH - 5.848) (700 DOOR = DOOR WIDTH/2 -4.079) 143 3/4' MAX. — SEE NOTE 3 0)0(0 1 M DOOR DLO HEIGHT = HEIGHT -11 318' DLO WIDTH IC = DOOR WIDTH - 1215118• DLO WIDTH IOC' = DOOR WIDTH/2 - 115/18° SIDE LITE DLO HEIGHT = HEIGHT -11 316° DLO WIDTH = WIDTH -3 1/8° SEE NOTE 4 4' C 1 .) ✓. pp, with lb r Le OLT _L$ '� r isnk 0'7�.d 0 /M/ep Reader PX erweer PX Ormaar FJC ad° E &1ee7 Des WNW 2/2207 Reels A ceded OA fblECf VE133117AL OLOAlDFORMULAS AODOLOFLRI•AA9FOR OOOimosste e AODOOORDLOVet 1DEIDBYOFAD DOL7AOD SPECIFY 7CAGM AND 2' MOT. nee 6/17107 W79 TECHNOLOGY DRIVE NOICOae4 n3Q/6 P.O. 6ml! 16ZO 110K0119, FL 34171 FIG" ELEVATIONS Aft ALUM. FRENCH DOOR & SIDE LITES, IMPACT aemliale I � I 3 •10 lm.roa 11005-1 I B Robert L P.E. PE •38712 Structural • • • • • •• • • • • • • • • • • ▪ •• • • • •• • • • ▪ • • • • •• • • • • • • • •••• • •• • • • • FX AnulPF PX F.K MAX. DLO al gal A Bffl � r.07 DOe 212207 astaws Uri MAX. DOOR HEIGHT 1.489 INTERIOR EXTERIOR DLO DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL M3COMP QEflIN SHEET. SHOWO01$!EH LLOWHEADIEUII NATOONERNISSELY air 82107 WM TECHNOLOGY DRIVE NOKOUS, FL 34278 PA. •QX1629 NOKOMIS R.$1174 E E HT Visibly Better I NTERIOR SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT na 1,0101 I I 4. 10 I n•+vp 11006-1 I B Approved as complying with the Ronda Buidin Coda Aate Cr.,' j, 7.o0 MAN e7 —ntPie. Ih M Product ceneel 80nmheal Rs L U • • • • • •• • • • • • • • • • • ▪ •• • • • •• • • • ▪ • • • • •• • • • • • • • •••• • •• • • • • FX AnulPF PX F.K MAX. DLO al gal A Bffl � r.07 DOe 212207 astaws Uri MAX. DOOR HEIGHT 1.489 INTERIOR EXTERIOR DLO DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL M3COMP QEflIN SHEET. SHOWO01$!EH LLOWHEADIEUII NATOONERNISSELY air 82107 WM TECHNOLOGY DRIVE NOKOUS, FL 34278 PA. •QX1629 NOKOMIS R.$1174 E E HT Visibly Better I NTERIOR SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT na 1,0101 I I 4. 10 I n•+vp 11006-1 I B Approved as complying with the Ronda Buidin Coda Aate Cr.,' j, 7.o0 MAN e7 —ntPie. Ih M Product ceneel 80nmheal • • .. • • • • . .. . • • • • • • • • • .. • • • •... • • • • .... • .. • . • • • • • .... • • • . • • • .... • ... • • • • Rosdar Moat* FX oFJC bac enww ore 7/77107 MAX. SL WIDTH -1 I Robb= t 8 /Whew A Otaislftt MAX. x WIDTH MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) MAX. DLO SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) NO CHANGE THO81EET.. MID 'DOOR WOOS U TP70til0I10NEE8'IVetEROE OrrTOMOT. PP 7Ct SECT. D-D HORIZ. SEE TABLE8 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY Nth R.34278 P.O. eDX f!� NOKOMIS FL 34274 MAX. IOC WIDTH PGT Visibly Bete► r -MAX. SL WIDTH -+I MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR VERTICAL SECTIONS Tie ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD101 s.e 1 5 b 1O r asa 11x5.1 B /Wowed in complying with the Florida 6adit C. MAO Miami Dade Product ontaol Dy �. li4u�a, Robert L P.E. PE 838712 Shutael •••• • • • • •••• • • • • • • • • •• • • • • • • • • • • • • • • •••• • • •• • • • •••• •••• • • • • • • 943B 1010 7070 955 938 956 • 998 95 :A 1tleo0 11004A 1 11 1010 11 4140 108 80411 60300 67070K 7955X 7938X 7956A 7832X12FP)P 70995 70996 6533016 611000M 871670 611004M 411001A 411002A 411003A 60380 80300 66808M 78X112PSATS 71048 ITEM DWG 4 1 2 3 4 5 6 • 7 • 8° 9 • • 12 •11 • 1Z le 13 4 . 4 4 • 'fE • •18 • ah 2D41§D 21 • 22 . • 23• • •�4 25 930 PGTB 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 48-32 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 TSLOT (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 X 0.850, 6081 - -T5 48 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 48 47 48 49 50 51 52 53 54 55 1118 7070 910D 911E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 983B 984B 1213 929 1139 982 930 931 1118 957 1118 Dad* 0! FJL &1407 aft FJC 2/22107 710)G4PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7994NUTA 60378M 7834FPT 70997 67924G 41720 78X12FPAW 7P30GG 6983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X14PFA 70957X 710X34PFA J.J. X107 810 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION 810 X.625 PH. FL SMS TRUSS CLAMP 5116-18 THREADED ROD 511648 FLANGED HEX NUT WEATHERSTRIP CHANNEL 88 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 86 X.500 PH FL SMS TYPE BIDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (=SWING) DOOR PANEL ASTRAGAL 2 ( OUTSWNG) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 46 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT ONACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL. SMS HANDLE STRIKE PLATE 810 X.750 PH FL SMS HAW er ,..aa0 FX thee 9118N7 0 AD CHANGE MSS16T. A ADD 11131 f03 DEAD BOLT AND 170CDYEPANEL LY'TaflA/4 1070TECFNOLO3YDANE Ate, a SOS P FNR 84274 ITEM 60 61 63 64 65 68 67 70 71 72 73 92 93 94 95 96 97 98 102 103 DWG # 920D 921D 9166 1155 998 999 934A 4222A 988 988 1224 I PA Vtilb$' Bar PGTB 6920D 8921 80381 781PQA 7998 7999 61641M 712653K 71267K 64222 6988 64988 8TP247 11006A 141106A OFF -THE SHELF DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB 08 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING 470998) SILL GASKETS (STOCKING 470999) SIDELITE JAMB ADAPTER 412 X 1.000 SHEET METAL SCREW SETTING BLOCK, 3/32° X 1/4" X1" W /PSA SETTING BLOCK, 1/16' X1/2" X 1" W/PSA BEAD, 7/18' BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8' LAMI - 1/8" A .90 PVB, 3/16" HS GLASS, 3/8" LAMI 1/8' HS, .90 PVB, 3/16" HS GLASS, 7/16° LAMI - 3/16" A, .90 PVB, 3/16' HS GLASS, 7/16' LAMI - 3/16' HS, .90 PVB, 3/16" HS ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK .604{ ^ � -- U U 380 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 2.750 -I AM ' 125 22 TUBE MULL 8063 -T5 1.000 PARTS UST ALUM. FRENCH DOOR & SIDE UTES, IMPACT adrome 1-0101 sue ar re list 6 s 10 0.41016. 11005`1 I B Approved as comphtou with the Florida 9 - Code • NOM b amwz2 - Mbmi Ode Product SY � L c a*. P.E. PE 009712 Structural • •• • • • • • •••• • • •• • • • • • • •••• • ••• • • • • • • •••• • • • • •• • • • • • • •• • • • •• • • • • • • 4.626 • •• • • •• •• •• • DOOR PANEL PANEL. • • 3� TOP 8 BOTTOM RAIL 31 SIDE RAIL • 6083 -T5 6063 -T5 • • • • 1-3.000 -+{ 11 O FRAME HEAD 6063 -T8 3.000 --w-I 11 OUTSWING THRESHOLD 6083 -T6 1.479 J 1.489 1•1.50028{ x .126 1I I .750 TRUSS CLAMP 8083 -T5 6.085 5.459 L. 4.726 4.100 .062 �- 3.100 B if BO SL HEAD ER 8063 - 1+1.7 r1.750l L .750 4.675 O DOOR PANEL INTERIOR ASTRAGAL 6063-15 4.675 7 1.479 .075 — 3.100 --- 61 SL SILL 6063 -T6 4.588 5.212 4.100 4.726 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 .. DOOR FRAME, JAMB 6083 -T8 —1.578 .890 .050 I T B2 SL JAMB 8083 -76 830 r- 2.980 SL JAMB BB ADAPTER 6063 -T6 1 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Approved ns comldrh.a with the FIo Wa Bwilioa Cale bate OL / N 7 IamI D*leP . -/l6 cl Co 9. P h thmi ba d td wwaer are JMatreas awed* aw.,ec AMA •vw. are BMW acrd: B RAMAN A FX PK FJC �7 ADL' WOE11BMEET. ADDIXKIFP772171114 YDa GLASS BED DU TO REM 30, 31, 44,41M112 a•r.daF are J.J. 62W7 ttIm t Cd —fl342Th DRIVE • LICBB, a e1aB PA. Boxf8B7 NOMA a3w4 c;T Vtt b Beeler EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES. IMPACT Final / I . 7 s 10 I � ft 110 1 B a L. Clark, P.E. PE #39712 Structural •••• • • • • •••• • • • • • • • • • •• • • • • • • • •• • •••• •••• • • • • •0 • • • • • • • •••• • • • • • • a 0 • • , • :ts • • • N• •••■ • • • • • • • •••• • HEAD y 1 ZONE "C" I SILL •• I ZONE "C" • • • SEE T_AB_L 3., SHT. 9 �Z HEAD HEAD I ZONE _ ZON ▪ E4 , SILL rZ ,� E �ZONE "F"� SEE TABLE 7.. SHT. 9 NOTES: HEAD HEAD ZONE °D °ZONE "D°1 xx SILL I SILL ZONED' ZONED' SEE TABLE 4., SHT. 9 HEAD HEAD 1 ZON "�ZONE I 4 • �ZONE in W 0 N M <XXO OR A OXX SILL SILL SILL ZONE "D " ZONE 'r� SEE TABLE 7., SHT. 9 I ZONE °E' O HEAD HEAD EXAMPLE ZONE °D° tZONE "E°� ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION // , XO OR i O X I ZONE °E° ZONE 'V° i ZONE 'V SEE TABLE 5.. SHT. 9 SEE TABLE 8., SHT. 9 , SILL ILL 4-ZONE-1- 1 ZONE'F'�ZONE°F" E� SEE TABLE 7. SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/41H UNIT, 71 3/4'W 7O(' 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. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 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. Aiwa./ a cumtr; •ag with 1ho g `" £ ° 007 Nom 07-04 Z4. /t Miami Dade Product Caeho� Wade, FJC n•e BMA? et/007 Oft N22107 0•000s B A NOOI A6K1137108SHEET.. w CHANGE 710' OR 70t'AM710R20NHFRQfC'7o '0 ADD AtICHOR IVES ors 621/07 f0707E DRIVE NOK01116 FL 3070 P.QBgx1020 NOKGBB FL 30124 P T Visibly Better ANCHORAGE CONFIGURATIONS 7•e ALUM. FRENCH DOOR & SIDEUTES, IMPACT itsdallbit FD101 NTS I 010 imago. 11005.1 I B L CImk. P.E PE 039712 StrueWrei JAMB ZONE *B" JAMB ZONE 'A" JAMB ZONE "A" JAMB ZONE "A" / 1 \ { - JAMB ZONE'B °i OM -JAMB 2 > ) \` / •••• • • • • •••• • • • • • • • • • •• • • • • • • • •• • •••• •••• • • • • •0 • • • • • • • •••• • • • • • • a 0 • • , • :ts • • • N• •••■ • • • • • • • •••• • HEAD y 1 ZONE "C" I SILL •• I ZONE "C" • • • SEE T_AB_L 3., SHT. 9 �Z HEAD HEAD I ZONE _ ZON ▪ E4 , SILL rZ ,� E �ZONE "F"� SEE TABLE 7.. SHT. 9 NOTES: HEAD HEAD ZONE °D °ZONE "D°1 xx SILL I SILL ZONED' ZONED' SEE TABLE 4., SHT. 9 HEAD HEAD 1 ZON "�ZONE I 4 • �ZONE in W 0 N M <XXO OR A OXX SILL SILL SILL ZONE "D " ZONE 'r� SEE TABLE 7., SHT. 9 I ZONE °E' O HEAD HEAD EXAMPLE ZONE °D° tZONE "E°� ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION // , XO OR i O X I ZONE °E° ZONE 'V° i ZONE 'V SEE TABLE 5.. SHT. 9 SEE TABLE 8., SHT. 9 , SILL ILL 4-ZONE-1- 1 ZONE'F'�ZONE°F" E� SEE TABLE 7. SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/41H UNIT, 71 3/4'W 7O(' 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. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 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. Aiwa./ a cumtr; •ag with 1ho g `" £ ° 007 Nom 07-04 Z4. /t Miami Dade Product Caeho� Wade, FJC n•e BMA? et/007 Oft N22107 0•000s B A NOOI A6K1137108SHEET.. w CHANGE 710' OR 70t'AM710R20NHFRQfC'7o '0 ADD AtICHOR IVES ors 621/07 f0707E DRIVE NOK01116 FL 3070 P.QBgx1020 NOKGBB FL 30124 P T Visibly Better ANCHORAGE CONFIGURATIONS 7•e ALUM. FRENCH DOOR & SIDEUTES, IMPACT itsdallbit FD101 NTS I 010 imago. 11005.1 I B L CImk. P.E PE 039712 StrueWrei JAMB ZONE *B" JAMB ZONE 'A" JAMB ZONE "A" JAMB ZONE "A" •••• • • • • •••• • • • • • • • • • • •• • • •• • • •••• • • • • • • • • • •• • • • • • •• •• • •••• • • •• • • • • • • • • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SULBSTRATE DOOR WIDTHS W. 25.60 • t0 :7.60 • • • •• •• s 11I91•0 •Hr. Q 59 ex 79.75 •••• /3 87.75 ••••x 27.99•2 79.75 • • • 43.75 87.75 91.76 95.75 29.60 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.76 87.76 91.75 95.76 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.76 91.75 95.75 FX ••.tBp PJL tamum FJL tars flake liff4A27 ors 7/17207 A, 8, C, D 2,3, WOOD 1,2, CONC LOAD ZONES tO 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 =Okras a 8 Axles A Cesaada• J.J. 2 4 2 4 2 4 2 4 4 2 2 4 2 4 2 4 2 4 2 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 d 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS °70P - 47.76 TO 71.75 WLDTH x HL 47.75 x 79.75 83.75 87.75 91.76 95.76 51.75 x 79.75 83.75 87.75 91.76 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.76 83.75 87.75 91.75 9575 63.75 x 79.75 83.75 87.75 91.75 95.75 87.75 x 79.75 83.75 87.75 91.75 95.75 71.76 x 79.76 83.75 87.75 91.75 95.76 A, B, C, D 2,3, WOOD 1,2, CONC LOAD 4 6 5 5 5 5 5 5 6 8 5 5 5 6 6 5. 5 8 6 6 5 8 6 6 7 8 8 6 7 7 6 6 6 7 7 1 ; 0 ZONES 2 p � 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 6 5 5 6 5 6 5 5 5 6 6 5 5 5 6 6 8 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 1 8 8 8 1 10 8 9 9 10 10 0 NOCRNKAT'R4BIA•7. NOW= USER? TAMS 8 TO TABLE Tr.. CHARGE TAKEO-1MA D Z E 'V 70 ItFAMCMJAIVREFERIENCIL ADD VW TD ANCHOR TYP E & Das TABLE 5.0 SIDE LITE WIDTHS "O"- 10.76 TO 38.75 WIDTH x Frf. 0 10.75 x 79.76 83.7 87.75 91.75 95.75 12.75 x 79.76 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.76 38.13 x 79.76 83.76 87.76 91.75 95.75 38.75 x 79.75 83.75 87.75 91.78 95.75 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 6 8 8 6 6 7 7 7 6 8 7 7 7 GLASS TYPES A. B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ZONES m I2 0 LOAD 1 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 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 4 4 4 4 4 4 4 4 1072 7Bi9POLOGYDRIYE NOKIMAl8, R WAS P.O. 1529 P 5.87/ TABLE 8. XO & OX GLASS TYPES A, B, C.13 TYPE & Sl�.R7AlE 2,3, WOOD 1,2, CONC DOOR WIDTHS °X" - 25.50 TO 37.60 SIDE UTE WITH x Hr. o 10.75 x 79.7 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.76 91.75 95.76 27.76 x 79.75 83.75 87.76 91.75 95.76 38.13 x 79.75 83.75 87.76 91.76 95.76 38.76 x 79.76 83.76 87.75 91.75 98.75 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 6 5 5 6 6 6 8 7 7 7 6 8 7 7 7 1*r ZONES iu 00 INS tu 0 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 6 5 5 4 4 6 5 5 I x LOAD 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 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 4 3 4 3 4 3 4 3 b earlaModst Futm INA TABLE 7. OXO, XXO OXX & OXXO GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2, CONC DOOR WLDTHS - 25.50 TO 37.60 9OP - 47.75 TO 71.75 SILK LEE mom x Hf. o 10.75 x 79.75 83.75 87.75 91.75 95.76 12.75 x 79.76 83.75 87.76 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.76 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.76 95.75 38.13 x 79.7 83.75 87.7 91.76 95.75 38.76 x 79.75 83.7 87.76 91.7 95.7 ZONES 0 0 0 5 a . 4 O p z N O 0 0 r4 a d O Z 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 6 6 5 4 4 6 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 5 5 5 8 6 0 6 7 7 7 6 8 7 7 7 LOAD l. � a W S 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 (4 4 2 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 ANCHOR OUAN777YLOAD ZONE TABLES 4 3 4 3 4 3 4 3 4 3 ALUM. FRENCH DOOR & SIDE UTES, IMPACT orris s 10 I 11095 -1 2) x few B APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS a 2.1/4° ELCO SS4 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 or m complying C with the Date b� / T• ?, 7607 NOM n7. - /O Miami Dade Product Control Dy 1 1. -LH J.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPE 2 OR 3, NOTE 1 • • IMOR HEAD (WOOD) • MAX. SHIM • • • *OM fr 1 3/8° MIN. 2X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. 1/4" MAX. — SHIM CONC ANCHOR ON STAGGERS) CENTERS, NOTE 1 Err. 1X WOOD BUCK, NOTE 2 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 4 3/4" MIN. E.D. iml■i■111 751 1111111,1110 .4• 3/4' MIN. E.D. • ••••• • 1.6 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, NOR 3, OTE 1 NOTE 1 LI CONC. ANCHOR, NOTE 1 514ft'll<WAII:rk NOTE 3 —1/4" MAX , 1 3/8* TYPE 1 'p 1 3/4" TYPE 2 ?AIN. E.D. 3.4 KSI MIN. CONC. _I 1 3/4" I 2X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2 —I DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3A KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 13/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 UT MIN. 3.4 KSI MIN. CONC. 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM SHIM 3/8* TYPE 1 "1 3/4" TYPE 2 • SIDE LITE SILL (CONC) MIN. ED. 1 3/4° MIN. ED. 1/4' MAX. NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" 554 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" 584 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 WY 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-METALLIC 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. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 314' MIN. E.D. Appeared as cwattl, ;At; a itb the RIM& smiling Code Dee PCT 200 NOM 3/ Miami Dade Pendant Control Ily I. (th Raul* FA Raider FA Donal* FJC Mk. leetsbee WOW? Dan VW? ade 2R2107 Makes Amite= A &mina Bic J.J. SOMME MS SHEET. SPELL TYPE 1 2 B VC OM. MAUL SPELL TYPE 2S ON WOOD DETAILS. AIIDANCHOR TYPES T 0 NOTE 1. eme gaver, I 1070 TECHNOLOGY ERNE NOIROSEI, FL34278 P.CL Erg 1S23 MGM& FL 34274 13 GT_ Visibb Better ANCHORAGE DETAILS Tee ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 11VTS 0 r 1 Motel& 11005-1 fait Rai Cif*, RE. PE 039712 B Structural WINDOW / DOOR SCHEDULE TAD DESCRIPTION CLAMS F 11 WDMX HEIGHT MANUF.I MOD2L0 WIND LOAD RESULT TESTED P (P.BF) NOME OF APPROVAL Kam EFFECTIVE ARE, (80.97.) 2090 G( -) 02920) "IND P IA (P.B.F.) L 75.41 LMD 74x41419 POT INDUSTRIES 2591 INr(Q 0.03/ *43.7 0741115.00 WINDOW NP X001 a53 r c7.7 ..75 Q wU! o , 01181.411 X41 sr mop 1a99 NT (4) 0.18 .M.7/ ..mm/ 07-081500 ® WN -IMPACT RESISTANT 01181001 x0 83 X W p BPS U8T 1808 END (8) _ 0981 *44.7/ / 07-081808 © ALUMINUM xORQONTALRHX1131 WBDOW -IMPACT RESISTANT time IAN x41 87'x919 POT NHXIBIRON eeRES1G47/0 g.Ml INT(4) 100/ .1.10 .4651 405 47 .70/ 07-041500 © ALUMINUM 01PACHORIZONTAL T 0118IA11 XO 37'X00. 581 END 04 190 / 110 .485/ 624 -75 0741115.01 0741115.01 8 © CASEMENT IMPACT RESISTANT aMBLAY X SF 00' 500 END NO 190/ 1.411 .465 42.4 . " 1 080117.11 Effir8TRIEllaja ® WD � 8110 LAY X0 OFX43 9 1500 Eta 02 a! �/ . 8 1 07-081890 simesPer Q ALUMNUM dnBWNDT?>9 1 me ma x 7lp xmp �s�.s 1574 R4T(4) O.BO! 4125/ .781 0415.79.10 DOOR- SPALTTiEmISTANT _150 40.4 'm FQ AU 40UMem&IBHT- IMPACT RE&STANT 75.8 LAY 0 10;'839 getes 14.72 NT (4) O9a/ 457 .40.4! 495 ,mr .m 07482110 © ALUemBXI 5/10 MN x0 97'x1419 1291 847(4) 4191/ 5..m *4881 ♦9.7 / 07-0815.00 Q ,p , Me WD X SApxmp 18.01 NT (4) off/ 4.m *44.11 487 1 0041878,10 O "MUM PICTUIEWBDOW- 7118 LAY 0 1771009 TU8n0m PD OD 0 5.00 ED (5) 19 0/ *481 5 .801 061112.10 (FACT RESISTANT BQRRBAYm1 -1.40 624 60 8 o ff Roser 71181.0 808 74•x1. 22.98 O7t4) 1 0 ! . 1I .7 07-08153 0 ' GENERAL NOTES: 1. a 3. 4. 5. 5 INSTALLATION 91AU. C@BOFOI TOTE REQUIREME TS OFT E RORER MADE° CODE REVISIONS ANO THE ASCE 740 W M CODE. CONTRACTOR SHALL BE RE E10FIODVEERIFYALL DIMENSIONS PRIORT0 NETAW1TIOM WINDOW FAMES / MULLIONS ANCHORAGE TO MAIN 81RUCT REBNMLIN8IECTAOCONM ICE THE UNITS NOTICE OFACCFPTAt CE- REFERTOPRCOUCTCONTROL& ONLY THE OPENINGS THAT ARE IDENTIFIED WITH WEE PRODUCT CONTROL N .0ADE81ON PRESSURES AND SZE ARE P A R T O F PERMIT. ALL OTHER OPENIMM3APE NOT PART O F PERMIT. WE MAN WNDFORCE RESISTINt3 STUMM OF THE ERRUCRRN (LE BEM" COLUMNS, FRA&84,EIC•) MAIL BE DESIGNED BY OTHERS TO WITHSTAND TIE LOADS POSED SY THE 01Am4O. NDCALCULATES/3 HAVE BEEN PERFORMED TO VESEYTEIRADEQUACV. FORE ES%THEMN.CLEAR WIDTH REQUIRED 18: 2P. THE MN. WARMEST REQUIRED Et 24., AND MN CLEAROPE MS W 8980. FT. SALL HEIGHT NOT TO EXCEED 44ABOVEFNWIBDROOR. SCOPE OF WORK REPLACEMENT W 13 WIDOWS AND SERMON 1700123 - MANUFACTURED BY PET INDUSR8E8N ESS&08 RESIDENCE 4111 NW FLOOR PLAN - MAIN HOUSE SCALE : 11r NOT PART OF PERMIT WIND LOAD CALCULATIONS CODE ASCE7-09"CW60N94m AND CLADDING. METHOD 2 WIND YELLOW EXPOSURE CATEGORY" SWIMS CAIEOCOY. BUILDING CIA88fflrwT(w IM PCOXNCEFAOIORm. WIND DIRECTIONALITY FACTOR OM) 1E01IT OP MU. ON ERRAPMENT 04) • TOPOCMRIC FACTOR (H00- MEAN ROW HEIGHT SO" PRODUCT W PFESSURE COEFFICIENT AND OUST PPFLT.TFACTOR 03012) PRODUCT W MENSAL PRESSURE cowmen Am caw EFFECT FACTOR (ap) SEEM WIND PRESSURE (p) 0-0W URINE BUILDING AND BUILDING LEMMA/1SOFT) p • A041waHaCPm LEI 148 MPH (MUNE 04C) 0 (TABLE '5.8.3) ENCLOSED (SECTION 02) 190 path 04) 800 (TABLE 04) NA 1.08 (SEaROH 05.7.2) 18 FT VEI-OCRY PRESSURE EXPOSURE COEFFICIENT (KW* am (TA&E8.7) 0 0.18 (FIGURES -8) (NOTE1) (FIGURES -11M ROOF BUDDING VIP AT NARROWEST DIMENSION • CORNER DISTANCE PORED/E8(M} 49 mum ems) AWL W 1115 W THE NARROWEST WA.OR0.4T(0) B UT NOT LESS THAN 4% OF THE NARROW/MEAL ONSET.) 0.4X 1@4.84 0.18 484 • • 49 VELOCRYFlaESSURE EVALUATED ATIE004TX=IWI) (SECTION 0610) q - OMB Q01Ip00 O J5)(14V h) O. 43 TOP U) OM) 0 [ (PRESSURE) P • 99.49 MCA.) 0.180 (BUCn0N) p° 90.430145)-41.18B 1. OG , &W1 BE /ELECTED FROM FIGURE 6412 BASED ON EFFECTIVE WIND AREAAND20NE 2 EFFECTIVE WINE) AREA SHALL ONTFE OPECD BETWEEN STRUCTURAL BREAKS SE NO CONSIDERED. STRUCTURAL kW/LIONS NOT PART W 711E TESTED COMPONENT ARE A81RUC1URPLBREAK a EFFECTIVE WNO AREA IS DEFINED AS REMISE MULIR®BYWE W10111 THAT NEED NOT BE LESS TUN CE THIRD ME HEIGHT. ELEVATION - NORTH SCALE: IBC =1'-0' 1 .I' (SECTION SS.CA.T O ELEVATION - SOUTH SCALE 1B' =1'-0' NOT PART W PERMIT 1 1 111 O O NOT PART OF FEMME ELEVATION - EAST SCALE 1B' =1'-O ELEVATION - WEST SCALE: Ur =1'-0' 291 SOUTH FLORIDA IMPACT WINDOWS AND DOORS, LLC 42®8W 72nd AVE. MARL R 33159 788884120907 FAX 783-20642013 0 cn 2 DatE 011.204 0 Project Designer: Lae Oren Sr EA6. Checked By: SAS. Submfttsk PERMIT SET EDUA DO A. SUAREZRP. UCTNBE10OY DrowIng GENERAL. NOTES, FLOOR PLAN AND SCHEDULES snBBt 1 of 1 IVEOMW13111 At JUN 0 3 2010 gli • BY: The fol[cAting pages were originally attached to plans with the f • wsro-lbau Clowin 1111) permit # 1 August 17, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Window / Door Replacement at 1130 NE 100 Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that due to the owner's request to place the new picture window up against the top of the structure, the use of 2" of hydraulic cement is acceptable to create a buck to fill the gap below the new window. I have no exception with the use of hydraulic cement when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, PE License PE64759 August 17, 2010 Miami Beach Building Department 1700 Convention Center Drive Miami Beach, FL 33139 -1819 (305) 673 -7610 RE: Window / Door Replacement at 325 Ocean Drive Unit 508 Miami Beach, Florida 33139 Dear Mr. Inspector: The following is the frame calculation as requested. FRAME CALCULATION 3.35 KSl MIN. CONCRETE OR 1.5 KSI MIN CMU 3X8 PT WOOD FRAME a X 4" ELCO TAPCONS (TYP) IUSE 4" O.C. (,¢�" X 4" TAPCONS)I UNIFORM LOAD ALONG 3X8 BUCK LOAD = 3.13 FT/ 2 (57.46 PSF) = 90 LB/F6 2" 2" CHECK 4" X4" LONG TAPCONS (A - 307 STEEL, fy = 36000 PSF) MOMENT ON EACH TAPCON M = 90 (1.5)= 135 IN-LB 4 TAPCONS=PI cp3 = 3.14(.25)"3= 0.002 INA3 32 32 Fb= 0.66Fy = 23,760 PSI M = FS = 23760 (0.002) = 47.52 IN-LB SPACING = 47.52= .35 (12)= 4.22°O.C. 135 Eduardo A. Suar , License #64759 a/ isho