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WS-07-1051Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Fusea�.t;�!x3:xr� {i Inspection Date: 07/05/2007 Inspector: Grande, Claudio Owner: FORBES, JOHN Job Address: 304 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)757 -7750 Parcel Number 1132060135600 Lot: Phone: (305)253 -5211 Building Department Comments 3 IMPACT WINDOWS UL 0621 Passed cli #,./ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 3, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2 04 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Permit Type (circle . : uilding i Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) JO h e? 'i'' l'eS Phone # 305---760--") P) o Owner's Address Z 011 Km-L-- ci 9 5T City tri) Aim I S lZ e5 State FL_ Zip 3 3 l5 g Tenant/Lessee Name Phone # Job Address (where the work is being done) 30y 'or 419 S City Miami Shores Village County Miami -Dade Zip 33/32 FOLIO I PARCEL # Is Building Historically Designated YES NO g Contractor's Company Name Yaivn 1 (I Co I o. S S A- U0 i h 40 u. S Phone # 30 S S �- C) `- -D I.--f Contractor's Address `[ S ® IA) 2 .5-1- .1* 167 City ll i C.i tt/L.V1 State FL Zip 33 d4 Qualifier Name ie&u 1 Co U 2 r r `t-r". e) State Certificate or Registration No. Certificate of Competency No. q IBS 0030- t{ Phone# 30-C S f Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 2 §0 e Type of Work; [(A Describe Work: °Alteration f;c140 s (, Phone # Square / Linear Footage Of Work: 35 °New &"11/ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ L CO C CCF $ I -8 CO /CC Notary $ Training/Education Fee $ t (0 0 Technology Fee $ j. Z5 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ' 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent �.,..K... �.,. The foregoing instrument was acknowledged before me this /54 The foregoing instrument was acknowledged before me this /3 day of J` -{u,t/ ,2007, byTohre ibr(25 , day of ,200i,by ka.vf 6oe'rez0 , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print My • VIY mmission Expires: * * * * * * * * * * * * * * * * * * ** * APPLICATION APPROVED BY: (Revised 02/08/06) l usa. PitLA�IUS otoy Public - State of Florida cxpres .ec : *09 9,' Commission # DD 492703 *! **************************************************** Bonded By National Notary Assn. ROSA I. PALACIOS to State of Florida o 1 w ,res f n commission # DD 492703 ' o„���q''s Qond By National Notary Assn. My Commissi .i3Arn.. -- — — ** ** * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • • •• •• • • • • • • • • • /Pt• ••• • • • ••• • • • • • ,• • • • • • • • • • • • ••• • • • •e.: PGT IndusEies NOTICE OF AC • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ;r- £ DRAWINGS 1. Manufacturer's die drawings autrs$ctjons:• :. ; • • • • • 2. Drawing No 4040 -20, Sheets 1 •tnrc+ujh 1 l: of al, Mimi "Alum. Single Hung Window, Impact", dated 9/1/05, with 'ethic); A dated :1ft24 6, prepared by PGT Industries, 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08 /11 /05, signed and sealed by Edmundo Largaespada, P.E. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Al 1. • '.:.,: Single Hung f / E -1 r '"N P.E. Product Contra , er NOA No i 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 PGT Industries NOTICE OF ACCEPTAlqi F1YCEMIITED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, stead and sealed by Fdtnu4o Largaespada, P.E. 6. Test reports on 1) Large Mime jm jt!Tc st,r IBC,VAS 201 -94 2) Cyclic Wind P'legsdre•Z,bat ing ppr FAit, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FIL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmund Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03 /04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that the odu ' t is in compliance with the Florida Building Code (FBC). E -2 uel P .E. Product Control er NOA No 05- 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 x iti++vt MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: • ••• • • • •.• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •.• • • • • • • • ••• • • • • • • • MIAMZ.LADE COUNTY, FLORIDA • • • • • • • • .zblE'tRO.I?ADE FLAGLER BUILDING • • • • • • • • • • ale WELT tJ3GLER STREET, SUITE 1603 • • • • • • • • • *MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2906 • • • w w.butfdinecodeo ntine.eom •• • • • • •• • • • • • .. • • • • ••• •• 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 Ahnninum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window. Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, 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. MLSSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page I and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The s mined documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO cL NOA No OS- 1129.11 Expiration Date: May 22.2005 Approval Date: February 23, 2006 Page 1 PG T Industries • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• NOTICE OF ACCEPTA VIDENC'j gl•TBMZri ED ••• • • ••• ••• • • A. DRAWINGS 1. Manufacturer's die drawings and secjipas. 2. Drawing No. 7045 -8, titled "Alumilutmr• gnt'gy iao.ve,1mpact ", sheets 1 through 13 of 13, dated 12/17 /02 with revisic i d tkd•:16r22/05,• Separed by PGT, 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 Largespada, P.E. 2. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows. prepared by Fenestration Testing Laboratory. Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test. per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows. prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" Herminio F. Gonzalez, P.E. Director, Building Code Compliance Once NOA No 05- 1129.11 Expiration Date: May 22, 200 Approval Date: February 23.200c, E -2 PGT Industries • • ••• • • • ••• •• •• • • • • • •• •• - •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF A CCEPTANI : V E'Nt` S'LT$ligIT2D •••• • •' • • ••• ••• • • 5. Test reports on 1) Air Infiltration Test. per FBC, TAS 202 -94 2) Uniform Static Air hesswe Test. J.o4jtg pvr FBC,TAS 202 -94 3) Water Resistance Test,• ' ;TAS 2021-94 4) Large Missile Impjt �pe 4,1'AS .20.9 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 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 with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 -0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5 /17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite © PVB" dated 01/05/06, expiring on 12/11/10. 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 d sealed by Robert L. Clark, P.E. !� �� E -2 t Hcrminio F. Gonzalez, P.E. /Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries G. OTHER 1. Notice of Acceptance No. 03- 0611.4, PGT Industries. Series "640" Aluminum Casement Window, approve 4n 10 /(3 ¢gd expiring on 5/22/08. 2. Letter from the consultant, dated 0446i slat nii tka tt•he rdduct is in compliance with the Florida Building Code (FBC). • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • •,• • • • • • • ••• • • • • • • • • • • A+ • • ••• •• • • • ••• • ••• • • • ••• NOTICE OF ACCEPTA :iiVIDt1 l�LiB�D • • - - ••• • •' • ••• • 0S• ••0 • • • E -2 ,v)ffN6tAL Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22. 200S Approval Date: February 23, 2006 • • • ... • • .. GENERAL NbTES; tIj4F ACt SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETALS ON SHEET 2) A. 5 /16:L4MrpOP,SISTtNG bF (2)1T1:E8 qF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE 3R SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .. . B. 516' LXMI CONSISTING OF (1) t.p'E )F 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' L'JeVI MIS SIN 'OF'.(rL7ES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LIMA! GOIJSTStI(fG bt:(2414TTI'S OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACTE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716' LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAM! IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI 13: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAM! CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVE INTERLAYER. I. 13/16' LAMI 13: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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 1G: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Pa L 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAF LEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -9E. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130'1 -98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TN!S PRO!JCT. 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. REFERENCE TEST REPORTS: L- 4645, FTL- 4646, FTL.4647, FTL -4648, FTL-4649, FTI.1650, FTL -465' AND FTL-4723. 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. R.r.d By As R.: Raved* `1aa tF.a.bi. Rw.d by. 'D.0- F.K. t74106 Rwibr. A ADD F7L -472 TO NOTE 7. Low di F.K Dena 9'1X)3 Ch•ciw • Bs Imma J.J. 10/10105 I NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Approved as complying wItb tale Florida B C ` .. Date ' NOAU�a +��- �. Miami ' itltad+tet .. 070 TECHNOLOGY ORNE . NOKOMIS, I"L 3427' P.O. BOA. 1629 NOKOMIS FL 34274 PT Va.bly Better GENERAL NOTES nr• ALUM. SINGLE HUNG WINDOW, IMPACT $H700 NTS 1 11 1 4040-20 cG Robert L. Clark. P.E. PE 139712 Structural • • • • • • • ••• • • ••. • • •. • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ■ • • • • • . • ••. r--% ... • • • • . • • . ,. • • .. • • • •..•.. .• • • • •• •• • • .. • • • • •• •• • • • • ••. •4 • 80,81 or 82 11r—, r 1 1/2' NOM. OLA93 BRE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB NTERLAYER ........X 'U8' ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM. 5/16" LAMINATED GLASS f 11.1:=1_1" ikossi 1 1/2' NOM. GLASS BITE 1 1/2' NOM. GLASS BITE <14:1 EXTERIOR INTERIOR [> (ALL SECTIONS) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOWTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRFJ4GTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS �-- 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTLA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/18' LAMINATED AIR SPACE 118' HEAT STRENGTHENED GLASS 13/18* NOM. 13/16' LAMI 1G GLASS WI 5/16" LAMI OO 1 1/2' NOM. GLASS BITE 1 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16' LAMI Now I IV a.wr�c wr Ili.rrrtse F.K 1/24101 A NO CHANGE THIS SHEET F.K WW1 I0/1G0S I NOK MIS. Pi 54275 P.O. 119X 1370 MOMS PL 54274 BGT vgab aan GLAZING DETAILS ALUM. SINGLE HUNG WINDOWj, IMPACT Ur.y.ir hr D. * . 8H700 Full 2 t 4440 -20 • A /�G Robert L. Civic P.E. PE 001712 aMUOarid '111 WINDOWS • ---wi • WITH HIGH • ` • W4 i i r s: SILL OPTION TABLE 1. • • • *INDOW HEIGHT : �" sop. 56 1/2 o 60 518" 7r 28" ■ ; • A,�,0 H • .$80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 32" AL L3 +80.0 , -80.0 1 +80.0 - 80.0 +80.0 -80.0 " +80.0 -80.0 _ 458.1 , -06.1 47"... .14,B ,H , +9_0 , - 80.0 480.0 -80.0 +74.4 - -74.4 *89.6 49.8 +57.2 -67.2 40"• • _ • A, QH, : +89!0 -80.0 +80.0 - 80.0 468.0 48.0 +83.3 43.3 +84.0 .64.0 '.44"'. • _ : _ AABtq�H • +10.0 -80.0 +75.8 - 75.8 +60.5 -80.5 +57.4 -67.4 +58.6 -58.8 48" A,B,G,H 4 .o 40.0 _ +88.8 -68.8 +58.5 - 56.5 +53.0 -63.0 , +53.5 53.5 53118" A,B,G,H +80.0 _ -80.0 _ +83.4 _ 43.4 +52.0 _ -52.0 _ +47.9 - 47.9 +48.3 -48.3 ,UP TO a3 f/8 �C;D,S,r,1,4K,t i, - • . ALL HEIGHT 'IV 76" HIGH _ +80.0 _ -80.0 • - . • • MEETING RAIL STANDARD VIE`fIrANS•RAI GLASS TYPE TUS TOP WINDOWS WITH HIGH SILL OPTION - TABLE 2.' VFW HEIGHT OVER SASH HEIGHT 29 3/4" 38 3/8" 44" 60 518" 40" 72" 74" 76" WIDTH 15 12hP 103/8" 188/8" 215 /16" 281M" 2913/16" 30 818" 317/16" V 28" A,B,G,H +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 32" _ -` A,B,G,H - +70.0 •, " -70.0 '+70.0 -70.0 - +70.0 -70.0 +70.0 -70.0 +67.6 `-87.6 +58.1 - 58.1 +68.8 58.6 +55.2 , -56.2 37" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 , +58.0 - 58.0 +51.3 - 51.3 , +50.0 - 50.0 +48.8 -48.6 40" A,B,G,H +70.0 -70.0 +70.0 -70.0 , +70.0 70.0 +67.6 _ 47.8 +54.2 -54.2 +57.7 - 87.7 +58.1 -56.1 +54.7 , -54.7 44" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 , 480.2 -60.2 +49.6 -49.8 +53.7 •53.7 +52.9 -62.9 +51.7 51.7 45" A,B,G,H - -.- +70.0 -70.0 x+70.0 70.0-- -+88.3 48.3 438.3 ,- -58.3 445.1 45.1 +49.5 149.5 +48.8 - 48.6 447.8 -47.8 531/8" A,B,G,H +70.0 -70.0 +70.0 70.0 +61.4 -61.4 +51.6 - 61.6 +40.8 - 40.8 +44.8 -44.6 4+43.8 - 43.8 +429 _ -42.9 UP TO 531/8" C,D,E,F,I,J,K,L . ALL i K3HT8 TO 76" HIGH , +70.0 _ 70.0 , USTOM �D RADI GLASS TYPE _ •.- '.'1111 Kil.ATAZaTiiillrif7rA `.1/1111 TSir':MLT =IT WIDTH -- 50 618" _ - 60" 63" 76" 40" D,E,J,K +70.0 _ -70.0 +70.0 -70.0 ' +70.0 -70.0 +70.0 -70.0 44" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 489.4 49.4 48" D,E,J,K +70.0 -70.0 +70.0 -70.0 499.6 -69.6 463.2 -63.2 53118" D,E,J,K +70.0 -70.0 +87.2 -87.2 462.9 , - 82.9 +51.2 472 UP TO 53 1/8" F,L ALL HEIGHTS TO 78" HI OH +70.0 -70.0 MEETING RAIL 'GLASS TYPES: TEST REPORTS TABLE 4. A. 5118" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) F11 4647, 4648, 4723 A B. 5118" LAMI - ( 118" ANNEALED,.090,1/8" HEAT STRENGTHENED) FTL- 4847, 4648 C. 6/16" LAMI - (1/8" HEAT 8TRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL- 4647.4618 - D. 7118" LAMI - (3/18' ANNEALED,.090, 3t'18" ANNEALED FTL -4845 . E. 7/18" LAMI - (3/18' ANNEALED,.090, 3/18' HEAT STRENGTHENED)' FTL -4845 F. 7/18" LAMI - (3/16" HEAT 8TRENGTHENED,.09o, 3/18" HEAT STRENGTHENED) FTL -4845 0.13/18' LAMI 10-1/8' HEAT STRENGTHENED, AIR SPACE, 5/18` LAM! - (1/8" ANNEALED,.090_,1/8" ANNEALED} FTL- 4848, 4651, 4723 A H. 13/18" LAMI 10 -118" HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - (1/8' ANNEALED,.090,1/8" HEAT STRENGTHENED) FTL -4646, 4851 L 13/18" LAMI K4 -118' HEAT STRENGTHENED, AIR SPACE, 5116' TAW -(18" HEAT BTRENOTHENED,.090.1/8" HEAT STRENGTHENED) - .�- FTL.4646, 4651 _ J. 13/18' LAMI 10 -1/8' HEAT STRENGTHENED, AIR SPACE, 7/18• LAMI - (3118" ANNEALID..090, 3/18" ANNEALED) FTL -4849, 4850 K. 13/16" LAMI 10 -118" HEAT STRENGTHENED, AIR SPACE, 7 /18• LAMI - (3/18" ANNEAL ®,.090, 3f16" HEAT STRENGTHENED) FT L- 4849,__4850 L 13/18' LAMI 10 -1/8" HEAT STRENGTHENED, AIR SPACE,7/16' LAMI - ( 3116' HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL -4849, 4650 NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 P8F OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ME UNEFFECTED. •O„ MEETING RAIL Rawl Rs Bak lisAlsor Mogul IV oloNst owe op F.K A ADO FIL-4729 TO GLASS TYPES A AND Q "loom 18/1005 ,OYDW NOKKOM IS. R )1275 P.O. SOIL ISO NOKOMiIS, R. $4274 DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 1 o 1 NTS 3 « 11 Imo' ~4040 -20 hoe A Adm it L Gist P.E. .�. Pla11111712., Serualwil • • •• •• • • • • • • • • • • •• •0.—_ %31/ MAX. • • • •v•z••:'• 4i) iVED DLO (ALL) • •w • • • • • • • • • •'SEE 'DLO D� TABLE • % • • 1± : ::. I 78" MAX. HEIGHT •• SEE DLO TABLE (MAX) 38 7/18' MAX. SASH HEIGHT 481/4' MAX. VENT DLO (ALL) DETAIL A 78" MAX. HEIGHT B DETAIL D VIEW (CUSTOM SASH DETAIL B VIEW (STANDARD SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE Z SHEET 3 FOR STANDARD SASH HEIGHTS. Ahmed* Arodlyr air DETAIL E RADIUS TOPIQUSTOM SASH) DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED L.ITEr DETAIL LOW SILL HIGH BILL A 341/2" 34 3/18" B 415/8" , 411/4" C 41 1/4' 40 7/8" D 52 5/8' 5211/16" E _ 52 1/4' 52 5118" BASH DETAIL LOW SILL r HIGH SILL A 341/2' 343118"_ 27 1/8" , B 27 7/18" C 27 7/18" _ 271/8" D 18 318" 15 3/4' E 18 3/8" 15 3/4' TABLE 5. Approved= emplylas with nit P a l s. iFterids MOABr• - -Cii•ii- Mimi Dade Prodectio • v' iij, Awl mom iv FX F.K. Dram* Pam a+voa A CtiANGE MS SHEET temierthl ISrr J..1 18110A75 >WO TECalIMMCGY WYE NOKODM4 PL. sem 1,10K01/5.. R1.34274 HUI ELEVATIONS ALUM. SINGLE HUNG WINDOW IMPACT Shag wsth6' Buys stow 1 NTS 1 4 11 4040.20 .)X)4- Robed L Cleft, A.E. PE 530712 aMudural • • ••• 11684171,172:7 4/• •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • •• • •• • • ,ED • •• L • DAYLIGHT OPENING MAX. HEIGHT 7,8 OR 17 OUTSIDE INSIDE MAX VENT DAYLIGHT OPENING 0 0 O 2.330' (LOW SILL) (SEE NOTE) INSIDE (SEE NOTE) MAX. VENT DAYLIGHT OPENING BALANCE PARTS USED ON SASHS >40 LBS 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 9$1) BALANCE PARTS USED ON SASHS <40 LBS SECTION A-A OUTSIDE NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 8" FROM EACH SIDE OF VENT. SECTION B-B (LOW SILL SHOWN) ULTRAIJFT ONLY ALTERNATE HIGH SILL {-�-- 2.710' --•{ OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL) limed Ifr R.sldax Read BF F.K. F.K. Delw Itsvalesar bra 9/1/05 NO CtMNGE THIS SHEET 0•r 10/10/05 1 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOM IS. IL 34274 BGZ V1r/bb Better Darrepam SECTIONS TOr ALUM. SINGLE HUNG WINDOW, IMPACT •••••••• Stf7D0 Half Poet 5 a 11 burg Ns 4040 -20 her A /77,- 2 4e) L. Clark. P.E. PE X7'.2 Structural ITEM 1, DWG1/., • . • , ". DESCRIPTION POTS 1 ; •4Q024 1 L, N13�'s r'k*J.o HEAD 812225 - 2 : '1:15,5:. $8 !C 2.000 0LAD. PN. SMS 781 POA 3 4003C FLANGE FRAME SILL (LOW SILL) 812226 5 • .4628 _4ADIjESfVE OPEN CELL FOAM PAD 7PAD1628 i ; :•4094 ' ILPJ$3 F ME-,IAMB 812227 1, • • "4025 0...4 P• H STOPIACUMA -TILT) 612244 8 4025 SA311 STOIS (Eta`RESS) 1.125 LONG 812244 9 r ,029 CALDWELL ALUMA -TILT BALANCE, 5/8" 83 10'. _ �,pp0: ;BJg1ecbW ,_'RIGID VINYL, 5/8" 6BALCVR916 11_ _ • : :� �PH PN. SMS 7834AA 12 _- . BOTTOM BRACKET 7BALTBKT 13 1085 SASH TOP GUIDE, 5/8" BAL. 42504 14 4029 -1 CALDWELL ULTRA -UFT BALANCE, .670" 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 .670 ULTRA -UFT BALANCE COVER 6BALCVR870 17 4053 SASH STOP COVER (ULTRA -LIFT) 84053 18 4029-1 SASH BRACKET TULBRKT 19 18-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1088 SASH TOP GUIDE, 11/18" BAL. 42505R & L 21 4054A FIXED MEETING RAIL 84054A 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X .270 BACK, FIN SEAL 87818G 28 1096 SWEEP LATCH 71096 27 1016 #8 X .625 PH. FL SMS 7858 28 4007 , SASH BOTTOM RAIL (LOW SILL) 612230 30 1228 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1288 SASH FACE GUIDE 42501 35 1822 :LAMI SETTING BLOCK 3/32" X 25/64" X 1" 71622K 36 1052 LAMI 1G SETTING BLOCK 1 "X3/4" X 1/16" 71052K 37 1224 VINYL GLAZ BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 640398 42 40448 GLAZING BEAD, 5/16 LAM1 W/GRILL KIT 844703 44 4222A GLAZING BEAD, 7/16" LAMI 84222 45 985C GLAZING BEAD, 7/18" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 84087 52 4009 SILL LATCH (EGRESS) (LOW SILL) 784009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 56 1630 SCREEN CORNER KEY W/RINGS 71630 57 1831 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K 80 1835 SCREEN SPUNE - .135 DIA. HARD 61635K 81 SCREEN CLOTH 61816 REM DMA, DESCRIPTION POTI 63 505 GLAZING CHANNEL (.688 X .500) 8533402 64 1161 88 X 1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE11 /18 X 1/2 - 7/18 LAMI _ 82BV1510 88 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 60 A GLASS, 5/16" LAMI, (1/8"A,.090 PVB.1/8"A) 81 B. GLASS, 5/18" LAMI, (1/8 "A,.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (118"HS..090 PVB,1/8 "HS) 83 D. GLASS, 7/18" LAMI, (1/8"A1.090 PVB,1/8 "Aj 84 E. GLASS, 7/18" LAMI, (1/8"A,.090 PVB,1/8"HS) 85 F. GLASS, 7/18" LAMI, (1/8"HS,.090 PVB,1/8"HS) 88 87 G. GLASS, 13/16" LAM! 13;1/8"HS, AIR SPACE, 5/18" LAMI, (1/8 "A,.090 PVB,1 /8"A) H. GLASS, 13/16" LAMI IG; 1/8115, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8"HS) 13/16" LAMI IG;1/8 "HS, AIR SPACE, 5/16` LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) 88 1. GLASS, 89 J. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/18" LAMI, (3/18"A,.090 PVB,3118 "A) 90 K. GLASS, 13/16" LAMI 1G; 1/8 "145, AIR SPACE, 7/16" LAMI, (3/16"A,.090 PVB,3/16"HS�_ 91 , L GLASS, 13/18" LAMI 1G; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3l18 "HS) Approved a eamp13464 with !M need Ihe Dole Der d>" FK dawn y. F.K A NO CHANGE TMtS SHEET Mord By? bra J.J. 7Qr1OV5 1070 TECHNOLOGY DRIVE NOKOMIS. FL 54V P.O. BOX 1E29 NOKOMIS, PL 34274 Visibly Better PARTS LIST TOtt ALUM. SINGLE HUNG WINDOW, IMPACT SH700 s.nr NTS mar 8 w 11 comsvm. 4040-20 ) Robert L. Clark, P.E. PE 030712 Structural • • ••• • • • ••. •• •• • • • • •• • • • • • • • • • • • e • e • ••• • • • : • . 7$4 • e • T- im • Aka I • • • • • • • • • FLANGE FRAME HEAD . • • #4�7.A. "T.6e • • • • • e • • • • • • • • • • • • . • • • • ••• • •• FLANGE FRAME JAMB #4004, 8063-T5 (USED AS RADIUS TOP HEAD) --e-{ 1.342 .155 FIXED MEETING RAIL #4054A, 6063HS -T8 3.446 • • —2.784 --- -� FLANGE FRAME SILL (HIGH) 04050A, 6063-Th 2.946 1 2.830 .062 Hi - 2.784 2.330 FLANGE FRAME SILL (LOW) #40030,8063 -T6 1 _i4.. -.062 8.490 k- 1.451+ T SASH STOP #4025, 6063 -T5 2.279 SASH 1 1.707 SASH TOP RAIL #40060, 8063HS -T8 f+- 1.513 -0-1 —.738 1 i.o4o SASH STOP COVER #4053,6063 -T5 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT WELD ALONG SCREW BOSS (2) VIEW D—D VIEW E —E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SASH BOTTOM RAIL(LOW) #4007,6063 -T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 --�-) 1.165 1.349 SASH SIDE RAIL #4008, 6063 -T5 11..678 1.096 - -}�• -- r j T GLAZING BEAD 7/16" #4222, 6063 -T5 .678 1.115 --1-•- ---•-1 7 GLAZING BEAD, 7/16" 40850, 6083 -T5 (USED WI GRILL KIT) °Li .878 1.098 -1-• —•-1 GLAZING BEAD, 5/16" #4039B, 6063 -T5 050 -� .678 GLAZING BEAD, 5/16" #4044B, 8063 -T5 (USED W/ GRILL KIT) 1.- .683 L2.50 1.097 GLAZING BEAD, 13/16" IG #4067, 6083 -T5 lined ay: dog wavers Mir F.K. awed 10$ flak 1/2076 Douro b at F.K 9/1106 Obolgar A NO CHANGE THIS SHEET J.J. 1Q'10'75 1070 TECHNOLOGY ORIVE NOKOMIB. FL 34276 P.O. SOX 152Y NOKOMIS. Ft 34274 EXTRUSIONS it FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Viably Better wrar.ar arc Hall 7 a 11 4040 -20 Rt br t L. CIrk. P.E PE 838712 Structural ANCHORAGE FOR 1/1 WINDOWS SUBSTRATE: ANCHOR T` logs •� • • LA• s • cal • • TYPE WINDOW HEIGHT • .2 • 38 3/8" 44" 50 5 /8" WINDOW WIDTH 19118;•, • • 24" • 4, • 32" • 37" • 44" 0 Z U fl1lL TYPES 1 4 • • •c.1 1) el • ; 11 12 •Al!L TY� S :.1 1 1 •1.1 3 C D,E,F,I,J,K,L 1,12 1 12 ••' • • ••• ••\. 1- • •• :A,B,to.K :.l1 11.2 • • • • • • . - - •• •.l" C,D,E,F,l,J,K,L '112 1 1 2 A,B,G,H ' 1 1 1 2.11 12 2 C,D,E,F,I,J,K,L '11 2 11 2 A,B,G,H 2 2 112: 12 1 }2 C,O,E,F,I,J,K,L 2 1 [ 2 A,B,G,H 2 2 112 112 C,D,E,F,I,J,K, 2 2 L 2 }2,112 A,B,G,H 111 112 0 1 0 0 591/2 "t 83" 0 TABLE 6. 72 ", 74 ", 78" 0 Z 0 C7 0 0 1 1 1 1 1 6 U 1 1 112 111 112 112 111 212 1 2 1 1 212 1 1 1 1 1 111212 112 112 212 2j2 112 213 1 1 2 2 2 2 1 3 3 2 2 1 1 2 2 212 212 313 213 1 1 111_21_2 1 1 1 1 [ 2 1 112, 1 111 213, 1 2 212 1 112 212 212, 11_2 2[3,213212 313 11.1 213 2 2 212 2 1 1 1 1 1 1 1 1 2 1124,212 21_21,112 2J3213 212 313 2 1 2 2 1 2 112213 ,213, 212 2132j3.212 3[4 1 1 2 1 2 1 2 2 2 2 112'21_3 213 21_2 213 213 212 313 n . n 2 2 2 2 213 1 212 1 212 __3147,3 �r 2 1 1 1 213 2 2j2 1 313 213 2 2 313 1 212 1 214 213 414 314 2 1 1 1 313 1 213 212 313 213 212 2 2 2 2 11.2 213 213 2 2 112 213 2 2 21 3+ 2 112_213 213 212, 21.3, 213 212 314 2 2 2 2 2 2 2 2 112 2 j 3 213, 212 213 213, 21.2, 3131 2 2 2 2 314 21 3 4 }5 314 313 2 2 2 112 _,213 2 213 2 2 2 2 2 1 2 112 213 2 2 ,112 213, 2 2 1 2 2 3 2[3, 2 2[2 213213 2[2 314 213 213,314 2 2 2 2 2 2 2 2 2 [2_21 3 2.1 3 212 31 3 21 3+ 21 3' 31 3 2 2 2 2 2 213 212 314 3[4 2 2 213 2 314 213 415 315 2 2 2 2 314 2 2 2 2 2 2 2 3 213, 2 212 314 314 3 3 213 2 2J3 2 212,213 213 213 314 214_213 415, 2 2 2 2 2 2 '2 2 314 2 313 2 ,418 415 213 531/8" C,D,E,F,I,J,K,L 2 2 213 112 2 2 112_21.3 A,B,G,H 2 2 213 112 2 2 2 2(2 2[ 2 2 2 2 3 3 2 3 213 213 213, 2 3 3(3 r i 213-213 314,214 213, 314 214213 41.5 2 2 2 2 112 2.( 3 21 3_ 2 2 2 213_3J4 214 213 214 213 213'2[3 213 2 213 3 315 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL 2[2 2 2 2 3 4 3 4 314 2 213 3 3 2 ,3[_4 2 516 2 416 2 314 _21 2 314 214 213 GLASS TYPES:, A 5/16" LAMI - (1/8" ANNEALED,.090,1/8 " ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/18" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAM! - (3/18" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - (1/8" ANNEALED,.090,1/8 " ANNEALED) H. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) 1 13/18" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) J. 13/16" LAM! IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) K 13/18" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/15' LAMI - (3/18" ANNEALED,.090, 3/18" HEAT STRENGTHENED) L. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - 13/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 1 Approved a a tenet the norkka Date NOAI' o t Miami Dade Product A.r.ear Dor Rawl ly. 0•r: /soda/. b•r. F.K. 1/2406 bane, ar nu. F.K. 7/29/05 A Cracow Bs J.J. NO CHANGE THIS SHEET Dada 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Fl 34274 Vltibly Barter ANCHORAGE SPACING, 1/1 WINDOWS Tar ALUM. SINGLE HUNG WINDOW, IMPACT Sr♦700 NTS 8 • 11 Pray 4040 -20 at- Robert L. Clark, P.E. PE 139712 Structural ANCHORAGE FOR UTANDARD VIEW AND RADIUS TOP WINDOWS SUBSTRATC • • WINDOW HEIGHT • ••• • • • • s • ANCHOR TYPES ;�! , "WINDOW GLASS -(*) • WIDTH - 191/8 "' : Ak.L Tel'Ila • •1 • ••• • •S3/4' 383/8" TABLE 7. 44 8 co 24" • y • . - v • C,D,E,F,I,J,K.L 1 1 1 32" R.ECGJ,. • 1 c,D,E, :,l•J.Ka 21•'P'1 "1i 111 1 1 1 1 1 1 37" A,B,G,H 1 2 1 1 1 • 1(1111 111 2[1 111 111 2 1 1 1 1 1 1 1 1 211,111 111 212 2j2�1T12T2 1 1 1 1 1 1 1 80 We S3" O " U § N N Z 72,74§ , 78" 0 'I 1 1 1 1 1 21 1 1 1 1212 212 211 3 2 2f2 211 1 1 1 1 1 1 1 212 211 312 212 212 312 312 212 1 1 1 1 1 1 1 1 2 1 1 1 1 12 2 2 2 1 1 2 2 2 1 1 1 212 111 212 1 1 1 1 212 1 2 2 1 3 2 2 2 2 2 4 2 3 2 3 2 1 1- 1 1 1 212 211 -212 212212 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 2 2 2 2 2 1 2 2 2 2 2 2 CDEF,I,J,K,L . 1 1 1 1 1 2 2 1 2 T 2 1 2 1 2 1 ( 1 1 1 1 2 1 2 2 1 2 2 1 1 , 2 1 2 2122 12 312 212 212 A,B,G,H ' 1 1 1 2 1 1 2 2 1 2 1 2 1 1 1 312 3(242T2 1 1 1 1 � 1 413'313 312 1 1 1 3 2 3 2 2 2 3 2.3 2 2 2 2 2 1 2 1 313 313 312 413 313 312 2 1 1- 1 1 1 2 2 1 1 1 1 2 22 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 4 3 4 3 3 2 2 2 2 2 2 2 2 2 2` 2- 2 40" C,D,E,F,1,J,KL A,B,G,H 2 2 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 C,D,E,F,I,J,K,L 2 2 2 2 " ( 2 2 2 2 1 1 2 2 212 212 3(22(2 212 313 212 212 4 AB,GH 2 2 2 2 2' 2 2 2 2 2' 2 2 2 212 212 111 212 2124 212 3(2 212 212212._21/ 2 2(2312 C,D,E,,1,J,K,L 2 2 2 2 2 2 2 2 2 2 2\ 2 212 212 111 212212 212 312 212 212313 313 21-2 413 A,B,GH 2 2 2 2 2 2 2 2 2- 2 2 2 2 242 212 111 212 212 212.312'212 212 312 212 212 312 C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 3 2 2 3 212 212 212 312 212 212 313213 2 12 3133[3 212 -414 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 212 312 21 2 212 312 212 212 312 212 212 312 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 2' 2 2 2. 2 48" 531/8" SPACING BASED ON THE FOLLOWING MAXIMIM DIMEP4SIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL 3(33[2,5(4 413 313 2 2 2' 2 2 212`212 413; 313 3(2 2 2 3 2 2 313;31-2 514 4[4 413 2 2 2 2 2 212212 4(3313 312 3 2 t 3 2 313 313-514,414 413 2; 2 2 2 2 212 212 313 313 3(2 GLASS TYPES: A 5116" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16" LAMI- (1/8" HEAT STRENGTHENED,.090,18" HEAT STRENGTHENED) D. 7/16" LAMI - (3/18" ANNEALED,.090, 3/16" ANNEALED) E 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/18" HEAT STRENGTHENED,.090, 3/16' HEAT STRENGTHENED) G. 13/16" LAMI 1G -1/8" HEAT STRENGTHENED, AIR SPACE, 5116" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) H. 13/18" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5116" LAMI- (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) I. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) J. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI- (3/18" ANNEALED,.090, 3/18" ANNEALED) K. 13/18' LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/18" LAM! IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/18' HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2-1/4' ELCO SS4 CRETE -FLEX 3- #12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS, 1/4' SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL --� JAMB BELOW MTG. RAIL 2 213 Approved es les wish III Data . :o . .G. ,.. . NUM : TAL. . Mad Arad Mod 0-r. Dia lirmed F.K. *boom lir F.K risk- 1/24/06 A NO CHANGE THIS SHEET 7/29/05 J.J. 1 ail ANS 1070 TECHNOLOGY DRIVE NOKOM#S. PL 34276 P.O. DOX 1820 NOKOM IS. FL 34274 Visibly Better ANCHORAGE SPACING, STANDARD VIEW tar ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS 9 r 11 Droem 4040-20 c-c/44- Robert L Clerk P.E. PE tlt9712 Structural 1 ANC 'Mc • :; , SUB8TRATF: '. . • • ANCHOR TffPE8• .e • • ,. . • • 44 ! RAD . ' • ' IN. • TABLE 8. • • WINDOW HE1dHI . 383/8" 44" 805/8" 80 " 83" 72", 74 ", 78" N , N` e- • N i 8 N N N N i V N N ,- 2 Q N N i Q �r� N N • c.) WINDOW mom • . GLASS ••• TYP 191l8: : • �^ 24" D, 8, F, ,'K, j.'• ••• ...1 f: :1- • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 •t1;1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-11 1 1 1 2 1 1 2 1 T 1 1 2 1 2 1 1 f 2 1 1 3 1 1 311 211 D, E, F, J,K,L112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 112 111 112 112 1[1 2121121-11 212 21-2 211 3[2 2[2 2(144[2 312 311 32" 'D,- - .'C,: • • -' D, E, F, J,K,L D, E, F, J, K, L �1 2�1�•2'�1(2' •`'•I 1 1(2 1 112 1 112'272 1 "212 2 2 112'212 1 2 212 r 2 212 1 4[2.31-2 2 2 312 1 512 2 412 2 4 2,412+ 2 5.12 2 312 1 412 2 3T" v 112 2 112 2 -1 -12 2 212 2 112 2 �1 2-2[2 2 _' 2 2[2 2 11_2 2 312 2 2[2`212 2 2 412 2 3[2 2 312 2 3124812412.412 512 2 40" 112 112 112 2 {2 1-12-112 212 212 212 3[22-122J2 412 312 44" D,E,F,J,K,L 113 2 1J2 2 112 2 2[3 2 212 2 112 2 213 3 212 2 2[2 2 313 3 2 2124413 2 3 412 2 312 2 613 3 48" F,L 113 2 113 2 112 2 213 2 2f3 2 1 r 2 213 3 213 2 212;313 2 3 213 2 212 2 5(3 3 4(3 2 3124613 2 2 513 2 412 2 4J2 2 D, E,J,K 112 2 113 2 112 2 112 2 213112 2 2 212 3 213212 3 2 212 3 213`212 3 2- 312 3 413 3 312• 2 412 512 3 63118" F,L 113 113 1J2 2[3 213 212 213 2[3 2(2313 213 212 5(3 413 312 713 3 51512 D, E, J, K 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3' 2 2 1 3 1 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 3 3 2 3 2 2 4 3 4 3 3 2 6 3 4 2 4 2 SPACING BAS • ON FOLLOWING , , 4MIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) E. 7/18" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI- (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) J. 13/18" LAMI 1G -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/18" ANNEALED,.090, 3/18" HEAT STRENGTHENED) L 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - 3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO 854 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD —•- JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 Revd Po Orr Daft 112406 NO CrWJOE THIS SHEET prr 7/29/05 ® 10/18,06 1070 TECHNOLOGY OWE NOKOMIS. R. 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibk, Berne r_ ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 C-/S Robot L. Ctak, P.E. P£ #39712 Structural • • •.• • • • ••• •• •• • • • • •• • • •• • • ' • • ;•; • • CbNCRETEANCHOR • • • • • • • • - (SSE NOTE 1) 2x WOOD BUCK • • ••• • • • • ••• (SEE NOTE 3) • (C9 RETE) • • • • • • • • • • • •• ♦ ' .1 • • L • • i • • : •` •• :1.. . • •.' " • .s 11/4" • ••••• • . . MIN. •• OPTIONAL 1x WOOD BlicK • • (SEE NOTE 3) : •: • . • •• • • 1/4" MAX. SHIM DETAIL A - 1 1/4' MIN. n0- -ex!tt ' ut,nanttnut► U,1 DETAIL C W000 ANCHOR (SEE NOTE 2) (WOOD) 1 1/2' MIN. MAX. 4 J MAX SHIM SHIM TYPICAL HEAD ANCHORAGE aEXTERIOR INTERIOR (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1) • `: • *(CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR DETAIL B 1/4" MAX. {�1 1/2" SHIM } MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL D NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4" 534 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4' TAPCONS OR 1/4" S34 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 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. Q 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) (WOOD) 41--VITA -WA Mad Dade heeled Amid By. Dale D,W: Itsviionic NosioNIL F.K A Non b' DOW raw., F.K. 9/W5 J.J. Mood Or D•ir 1/24/00 ADO NOTE 6 RE FLAT HEAD ANCHORS. Dien 10/10" 05 1070 TECHNOLOGY CANE NOKODMS. R 34275 P.O BOX 1529 NOKONLS. R 34274 113GT Visibly Berta+ Deranelew ANCHORAGE DETAILS Tait ALUM. SINGLE HUNG WINDOW, IMPACT Half Nan 11 • 11 Omen. Aft 4040-20 A /7". Robert L. Clerk, P.E. PE 136:12 Structural • • ••• • • • ••• :10 11V ile]17,111-1 IL`4 l►ID. Z1/1r b • • • • • 1. GLAZING OPTIONS:' • • • • • • • • • • • A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AMD 011).LITE'OP178" HEAT STRENGTHENED GLASS W/ .61) INTR iYkIt IN'SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATE GLXSS•COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR•CitleaNr ' 2 i.e. • • • C. 7/16" LAMINATED GLASSGOSIIPRISED OF (1) LITE OF 3/16" ANNEALED d .AdS'A1JD (11L1'1t NSF 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 SOLL TIA OR DUPONT PVB. CONFIGURATIONS OPTIONS 0 x X x 0 0 X x 0 x UNEQUAL UTES x O UNEQUAL UTES 0 X UNEQUAL LITES 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 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. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS - COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" LG. 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 i44 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR H.41 "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 ® 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. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. A II—`p Ow F.K 3/25/73 Rn•dar Wit F.K 7/10/73 F.K. Rae Or Mk &23A76 Oh..n JJ 'b.r,: F.K. 12/17/02 Revision.. B Revisions: C ADD 13/1E'1.G. a MOVE GLAZING DETAILS TO SHEET NO CHANGE THIS SHEET RevLbrr 0 Orrei •e6r. ADD 76" HT., GLASS TYPES F AND G. REVISE ANCHORAGE. owe 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O BOX 1629 NOKOMIS, FL 34274 NOTES AND TABLE OF CONTENTS n ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better reiraveg CA-740 Moir Mak NTSI1 a 13 beano 7045 -8 D Vs Lucas A. Turner, P.E. PE 658201 Mechanical • • ••• • • • ••• -• •� • • • • •• •_ • 1/8" ANNEALtur 6R: • .. • .P9CI PVB INTERLAYER HEAT STRENGTI!IENt[r" H- 1/8" HEAT STRENGTHENED GLASS GLASS • ••• • ••• •• •••, • • • • • • • • .•• • .• • • • • ••• • • • • • • • • • • • • • .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE t NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT }--- STRENGTHENED GLASS .65" NOM. GLASS BITE t 3/2• 6• 103 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" 1.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS JJ 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL .65" NOM. GLASS BITE f Wit? Th B REDRAW GLAZING DETAILS 6 ADD 13/10'LG. Komi IV F.K Deb: 7 /1a03 c NO CHANGE THIS SHEET tea. F.K. �. &23/05 Down 1y F.K. Deft. 03/25/03 D chalked 01 DN.' ADD 13/I5' LAM! 1.G. W/ 7/181.AM16 CORRECT tin e" LAM/ DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BOX 1129 NOKOMIS. FL 34274 Br Visibly Better GLAZING DETAILS MIL ALUMINUM CASEMENT WINDOW, IMPACT CA-745 NTS *ha* Mows Pk 2 d 13 7045 -8 't L Luc". A. Tumtr, P.E. PE 158201 Mechanical CENTERLINE 1 1/2" 1 1/2' • ••• • ••••• • • • • • • • • • • • ••• • • • ••• • • • •.•. • • ••• - .• • •ANCHOR .• •LOCA'TI'ON, • 11. •'jP. •...•• 111111 • ••• • • • • • • • ••• • •• • • MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) limed br F.K :�t 7" I_ 4' MAX. —•- SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 1 13" MAX. O.C. $ Omit 3/28/73 4" MAX. 4" hotivionec B 30" MAX. DAYLIGHT OPENING 134' MAX. WIDTH 53" MAX. \DAYLIGHT OPENING 0 DENOTES HINGE LOCATION AT HEAD & SILL OF 'X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL TYP. (2) 1 13" MAX. O.C. 1 74" MAX. WIDTH 30" MAX. r—DAYLIGHT -o- . OPENING • 4" MAX. ,e I 4" MAX. 1 30'MAX DAYLIGHT OPENING h SEE MEETING RAIkDETAIL 11;7. (2) 69' MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 1 • I 14 V2' MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT 13" MAX. O.C. % 1---- •-� -14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. 60' MAX; FIXED ` SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES nom or F.K. Dow 7/10103 C ADD HINGE LOCATION DETAILS Rohs kw: D CHANGE MAX HT. TO 7Q' AND MAX. DLO TO 83' tow 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. 00X 1673 NOKOMIS, FL 34274 Derapear "RUC" & "XOX" ELEVATIONS Mir ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS hurl 3 d 13 No 7045 -8 D �I%2 J /U� Lucas A. Tum"r, P.E. PE *58201 • .• • LJ QTES !AGE L'OCATICSN'AT HEAD & SILL OF "X" PAN41"$, • • • 'NNW. $EB HINGE • • ••• • •• DETAIL .4 •••. • • • ••• ••• •••• • •. • ••• ••• ••• •• • • • •• •• • SEE AND-8PAN• ∎41 4 HOR : Oe*AtL• • SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13* MAX. O.C. 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. — T ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 76" MAX. HEIGHT 141/2" MAX. O.C. 4" MAX. F- 4* MAX. --- 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. — O.C. 60" MAX. WIDTH — 53" MAX. DAYLIGHT OPENING 0 69* MAX DAYLIGHT OPENING 4" MAX. 4" MAX. 30" MAX. 53" MAX. DAYLIGHT ; �- OPENING DAYLIGHT OPENING /-1 j\/ �--- ��-13" MAX. O.C. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ,�---- -� -13" MAX. O.C. -- 37" MAX. VENIT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT :MX" Mann 1 �` � � irxiA7 .� 7 arse * F.K 3/25/03 CHANGE CHANGE SHEET NO. REFERENCES !gonad a,• F.K. 6/2SR)6 IMrlom C ADD HINGE DETAIL 4 HINGE LOCATION NOTES Puma at F.K. 7/10/03 Kevekone D dew ay *New °hada ay! bow F.K. 12/17/02 F.K CHANGE MAX. HT TO 76' AND MAX. DLO TO 69' 1070 TE-OHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vlit bbarDener "X", "O ", WO" & "OX" ELEVATIONS TIr ALUMINUM CASEMENT WINDOW, IMPACT a"wwr" CA-740 NTS avat 4 d 13 D•1•110 No 7045 -8 • Vac Lunn A. Tumor, P.E. PE 086201 Mechanical COMPARATIVE ANALY41$1 ABLE:I ^ -07, : GLAZING OPTIOND: : ,A:5/26? AMF(1krA,.090,1/8"HS) B. 5/16" "X" WIDTH 19 1/8 26 • ••• • A NEG - 90.0 Pb•$ itt�G 1• Pl)S+ . • le• • r • • 4sOS 70.0 -90.0 70.0 B,E -90.0 24 A -90.0 B,E -90.0 70t ''9d S % b•0 70.0 4.0 Qb 70.0 25 1/2 A -90.0 '70.0 -90.0 -90.0 AEG. -90.0 383/8 NEG POS 70.0 -90.0 70.0 70.0 - 90.0 70.0 -90:04 74.11 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 - 90.0 70.0 -90.0 70.0 30 B,E A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7 1/I 43 NEG -90.0 PO 7f1.0 - 90.0 - 90. ▪ ►:0 90.0 -90.0 70.0 70.0 70.0 70.0 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 I (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) 48 HEIGHT 50 5/8 54 57 1 60 63 NEG POS - 90.0 70.0. NEG POS -90.0 70.0 NEG -90.0 POS 70.0 NEG -90.0 POS NEG 70.0 -90.0 POS -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90:0 70.0 -83.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.01 -89.6 70.0 70.0 NEG -90.0 POS 66 69 72 NEG POS 70.0 - 90.0 70.0 NEG - 90.0 POS -90.0 70.0 -90.0 70.0 - 90.0 70.01 -90.0 - 79.9 70.0 -75.4 70.0 -72.4 70.01 -69.9 70.0 69.9 -86.3 - 90.0 70.0 -84.2 70.0 -67.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 '70.0 77.6 70:0. - 90.0 70.0 - 68.4 68.4 -90.0 70.0 -90.0 70.0 - 90.0 70.01 -90.0 70.0 - 90.0 70.0 67.8 70.0 - 90.0 70.0 -63.2 -90.0 70.0 70.0 NEG -90.0 POS - 90.0 70.0 70.0 70.0 - 81.7 70.0 70.0 - 66.2 66.2 - 65.0 -90.0 70.0 -90.0 65.0, 70.0 -90.0 - 63.7 -90.0 70.0 63.7 70.0 -63.9 63.9 - 60.0 60.0 - 58.5 58.51 -56.2 56.2 -53.4 53.4 B,E -90.0 32 -90.0 70.0 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 70.01 -90.0 70.0 -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 53.81 -50.4 50.4 - 47.7 47.7 -51.3 -90.0 51.3 70.0 -49.8 - 90.0 49.8 70.0 -48.3 - 90.0 48.3 70.0 -45.6 45.6 -43.9 43.9 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 34 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -90.0 70.0 -57.5 57.5 -90.0 -54.9 70.0 54.9 -90.0 -51.8 70.0 36 37 B,E A B,E A - 75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 B,E -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 - 75.0 - 75.0 - 73.7 70.0 70.0 70.0 70.0 - 75.0 - 70.4 -75.0 -67.9 70.0 70.0 70.0 67.9 -75.0 - 60.4 -75.0 -59.0 70.0 60.4 - 75A 70.0 - 54.3 54.3 70.0 70.0 -75.0 _ 70.0 -75.0 _ 70.0_ -75.0 59.0 70.0 -75.0 70.0 -52.8 52.8 - 75.0 -51.1 -75.0 -49.9 -75.0 70.0 -75.0 70.0 51.1 70.0 49.9 70.0 -75.0 - 47.9 -75.0 - 46.4 51.8A. 70.0 47.9 70.0 46.4 -90.0 70.01 -90.0 -48.6 48.61 -45,2 - 75.0 -44.8 - 75.0 -43.5 1 70.0 -75.0" 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 45.2 - 90.0 70.0 -90.0 70.0 -87.8 70.0 -42.2 -84.4 42.2 70.0 -42.4 42.4 70.0 422 70.0 41.1 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 -39.7 - 75.0 - 38.6 -75.0 70.0 39.7 70.0 38.6 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, Fit-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 -90.0170.0 ABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69,6 P.S.F. X A Mira wlale Reed er F.K. Roved ey F.K B ADD GLASS TYPE E TO TABLES 1 & 4 Rwibra C NO CHANGE THIS SHEET Row! By F.K. Oda &2&25 D Drown ere D•1► emoted `? Oslo F.K. 12/17/02 REVISE ANCHORS 6 ADD 76' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1829 NOKOMIS, FL 34274 Visibly Better OwelpNon PRESSURES- X CONF/G. WINDOWS TM ALUMINUM CASEMENT WINDOW, IMPACT erre•aer CA -740 NTSI 5 d 13 Deowing No 7045 -8 rmr D Lucas A. Turner, P.E. PE 068201 Mechanical • ••• • : ••• •'• •• •• • • • • • • • • • •••• • • • • • • ••• • • ••• • • • • ••• • s•• • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • ••• ••• • • • COMPARATIVE ANALYSIS TABLE.3 : • • • • • • • • • "XX" WINDOWS TEST REPORTS: FTL -3582 • "' ' _ _ • • *LAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1 /8"HS) "XX" •• • • HEIGHT 26 3 1 36 38 3/8 43 48 50 5/8 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 „ p - '• •• - • S NEG 37 43 48 531/8 57 60 64 68 72 74 A A A A A A A A A A -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0. 75.0 -75.0 70.0 _ -75.0 -75.0 70.0 -70.4 -73.7 70.0 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 - 65.5 - 80.4 -59.0 70.0 70.0 70.0 70.0 " 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 NEG -75.0 -75.0 -75.0 -75.0 - 69.6 -63.9 -58.9 -54.9 - 51.1 -49.9 4 54 . 57 60 POS NEC POS NEC POS 0 70.0 - 75.0.70.0 -75.0 70.0 • 70.0 -75.0 70.0 -75.0 70.0 0 70.0 -75.0 70.0 -75.0 70.0 0 70.0 -72.1 70.0 -69.5 69.5 65.2 -63.0 63.0 - 60.8 60.8 0 60.0 - 58.5 58.5 - 56.2 56.2 56.1 -53.8 , 53.6',,-50.4 50.4 8 51.8 - 48.6 48.6 - 45.2 45.2 9 47.9 -44.8 44.8 -42.2 42.2 46.4 -43.5 43.5 -41.1 41.1 NE G 75. -75. 0 -75. -75. -65. 2 -60. -56. 1 -51. -47. -46. NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 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,.090,1/81HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.0. 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) TABLE 5A. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.0 1 70.0 "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.0 1 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. Ioae.d $y Roved Ay Roweel »r F.K. Orr R•vYbna: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Dela [/23/05 REVISE ANCHORS B ADD TABLES 7' HEIGHT OPTION Drown Jy Dos: Chocked sr are F.K. 12/17/02 P.O BOX 1529 NOKOMIS, FL 34274 PRESSURES - XX CONFIG. WINDOWS Tar ALUMINUM CASEMENT WINDOW, IMPACT B.r.•ba„ Bore *lost it••••111 Mo Mar CA -740 NTS 6 d 13 7045 -8 D X X MIND Is hurill• • • labia 4.i 1(1,-(70f" Lucas A Verner, P.E. PE 058201 Mechanical • • ••• • • • ••• • • • • •• •• • COMPARATIVE ANALYSIS TABLES.' • ! • • • • "O" & "1/4.12 -114 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL.3729, FTL -4607, FTL -4808 GLAZING OPT10146: :A.•0/18`L MT A,bb ,1/8"HS) B. 6/18" LAMI (1/8"HS,.090,1/8"HS) C. 7118" LAMI (3/18"A,.090,3/18"HS) E. 13/18" LAMI 1/8'HS 3/8" SPACE 5/18" LAMI -W/ 1/8"HS .090118 "HS F.13/16" LAMI 1/8" IR SPAC 7/18" LAMI -W/ 3/18" .090 8•HS ••• • •.. WIDTHS 28 ; ; :•31 • : -34 • ' :343/8 "0" "COX" NEG PC$� 4&G i POS± AEO. POS Iota POS A - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 70.4 70.0 36 72 B,E -75.0 70.C-76.0 70.0 -76.0 70.0 _ -75y0._ 70.0 C,F -90.0 70.0 00.0 74.04 .-9047501„0,_ -900 70.0 A -75.0 70.0 -15.0 MOT -V.I. X03) - 67.9"° 67.9 37 74 B,E - 75.0 70.0 ,7660■700 •75.0 ?Oba' 75 b 70.0 C,F -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 A -75.0 70.0 -75.0 70.0 -67.8 87.8 -62.1 62.1 HEIGHT 3912 79 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 A - 76.0 70.0 -75.0 70.0 -62.4 82.4 -58.4- 58.4 42 84 B,E -75.0 70.0 -75.0 70.0 - 76.0 70.0 - 75.0 70.0 C,F' -90.0 , 70.0 -90.0 70.0 -90.0 70.04 - 90.0 70.0 A -75.0 70.0 -70.3, 70.0 , - 58.0 68.0 - 54.6 54.8 45 90 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -65.0 65.0' - 54.3 54.3 -51.1 51.1 48 96 B,E - 75.0 70.0 C,F -90.0 70.0 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 , - 75.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 - 80.8 80.8 -51.3 51.3 -48.3 48.3 5012 101 _ B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 90.0n 70.0 -90.0 70.0 -90.0 70.0 , A -75.0 70.0 - 58.7 58.7 - 48.7 48.7 - 45.4 45.4 531/8 106 3/8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -58.2 582 -47.9 47.9 - 44.5 44.5 1 64 108 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A - 75.0 70.0 - 57.1 57.1 - 46.4 46.4 - 43.3 43.3 551/2 111 B,E - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 90.0' 70.0 -90.0 70.0 43 48 50 5/8 54 57 60 63 67 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS - 80.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -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 70.0 -55.01 55.0 38.6 70.0 70.0 -55.0T 56.0 - 55.7 56.7 - 49.8 49.8 - 46.9 48.9 - 43.6 43.6 -41.1 41.1 -38.6 38.6 - 36.5 38.5 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 701)-4-75.0 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 -59.0 59.0 - 52.8 52.8 -49.9 49.9 -48.4-46.4 -43.6 43.6 -41.1 41.1 -38.6 -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 - 90.070.0410.070.0 90.070.0- 90.070.0 - 90.070.0- 90.070.0' -90.0 72 NEGI POS 76 NEG POS - 55.0156.0 455.0165.0 -55.01 66.0 - 55.0155.0 x 0 x -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -87.4 70.0 -83.2 - 83.3 83.3 -56.4 56.4 -53.4 53.4 - 50.0 60.C-46.9 48.9 - 44.3 44.3 -41.9 -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 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 - 79.7 70.0 -75.6 -59.3 59.3 -53.6 63.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 - 42.1 42.1 -39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 -90.0 70.0 , - 90.0 70.0 -88.2 70.0 -81.8 70.0 -78.9 70.0 - 72.4 70.0 -69.2 70.0 - 55.0165.0 41.9 70.0 70.0 '- 55.0155.0 39.7 70.0 89.2 - 55.0155.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 - 55.0166.0 - 55.0155.0 - 66.0155.0 -55.1 ' 65.1 -51.4 51.4 - 48.8 48.8 -45.3 45.3 -42.6 425 - 40.4 40.4 -38.4 -75.0' 70.0 - 75.0 70.0 ' -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 -90.0 70.0 - 86.0 70.0 -80.9 70.0 -75.0 70.0 - 70.7 70.0 -67.3 67.3 -84.1 38.4-- 70.0 64.1 - 55.O1�i.0 - 55.0155.0 -53.21532 -52.7 52.7 -48.7 48.7 -48.9 48.9 -43.5 43.6 -41.3 41.3 -39.2 39.2 -37.1 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 - 75.0 70.0. -74.3 -90.0 70.0 - 81.2 70.0 -75.7 70.0 -70.3 70.0 - 88.8 86.8. -63.5 63.5 -80.5 37.1- 70.0 60.5 - 55.0155.0 - 52.61 52.6 - 49.8149.6 -50.0 50.0 - 46.1 48.1' - 442 44.2 -42.2 422 - 40.1 40.1 - 38.0 38.0 -36.2 - 75.0x70.0 -75.0 70.0 -75.0, 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -72.4 - 88.870.0 - 78.4 70.0 -71.1 70.0 - 86.5 66.5 -83.0 63.0 - 80.0 60.0 -57.3 -49.1 49.1 -45.3 45.3 - 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.8 8 _ 37.6 -35 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 , - 75.0 70.0 -71.8 - 88.9 70.0 - 75.0 70.0 -70.1 70.0 -86.4 65.4 -81.8 81.8 - 59.1 59.1 -56.4 -47.5 47.5 - 43.9 43.9 -42.2 42.2 - 40.8 40.8 - 39.1 39.1 -372 37.2 -35.4 -76.0 70.0 -75.0 70.0 -76.0 70.0 ' -75.0 70.0 -75.0 70.0 - 74.3 70.0 -70.8 - 84.3 70.0 -72.6 70.0 - 88.4 88.4 -83.6 63.6 80.1 60.1 -57.5 57.5 -64.8 A - 76.0 70.0 - 56.2 56.2 - 44.8 44.8 - 42.1 42.1 67 114 B,E - 76.0 70.0 - 75.0 70.0 -76.0 70.0 -76.0 70.0 - 482 462 -42.5 42.5 -41.2 412 -39.8 39.8 -38.6 38.5 - 38.7 36.7 -34.8 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 A -742 70.0 86.0 55.0 - 43.4 43.4 - 40.9 40.9 5812 117 B,E -75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 - 39.7 39.7 80 - 76.0 70.0 -76.0 70.0, -76.0 70.0 -76.0 70.0 - 75.0 70.0 - 73.3 70.0 -89.6 -81.8 70.0 - 70.7 70.0 -86.7 68.7 81.8 61.8 - 58.7 58.7 -55.9 55.9 -53.2 - 44.8 44.8 -41.3 41.3 - 40.2 40.2 -38.7' 38.7 -37.8 37.8 -36.1 38.1 -34.2 36.2 70.0 57.3 - 63.8 53.8 36.9 70.0 , 58.4 -52.8J 52.8 35.4 70.0 64.8 - 61.1151.1 34.8 69.8 - 49.4 49.4 - 462 48.2 - 48.4148.4 - 4521452 - 46.8148.8 - 43.6143.6 53.2 - 49.4149.4 34.2 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 - 76.0 70.0 -72.2 70.0 -88.4 68.4 452145.2 - 42.6142.8 120 B,E -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 79.4 70.0 -69.0 89.0 -64.9 84.9 80.4 80.4 -67.3' 57.3 - 54.5 64.6 -51.8 51.6 - 47.8147.8 - 43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 38.7 -35.5 35.5 -33.7 33.7 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -73.3 70.0 - 71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1. 70.0 -87.3 67.3 - 83.3 63.3 -59.1 59.1 - 55.9 55.9 -53.0 63.0 - 60.0 50.0 - 46.3146.3 - 42.8142.8 -40.8 140.8 -43.6143.6 - 41.7141.7, TABLE 7. "0" & "1/4-1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3/16"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 12 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1- 90.0170.0 TABLE TA. "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3/18"HS,.090,3/18"HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 11S,.090,3 /18 "HS) ALL "O" SIZES UP TO 80" WIDE x 78" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 1- 55.0155.0 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 89.6 P.S.F. Arad y. F.K. DPW 1/25/03 R•NYar• 8 ADD GLASS TYPE E TO TABLE 8 Aso d ay F.K. Dais; 7/1013 R•NM"r' C NO CHANGE THIS SHEET Flood My. F.K. Deb. 623/05 Revisions D CHANGE ANCHORS AND ADD 7B- HT. OPTION Dn"" ay Dm ch.o .ley' LM F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS. FL 34274 Visibly Better o".o,aaor PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ."...•bdeo CA -740 NTS Dwirc 7 d 13 7045 -8 few (�r21 /off Lucas A. Turner, P.E. PE 068201 Meahsnlwl • • ••• . .. • • • • • • • • • • • • • • • ••• • ••• • • • ••• • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • • • • COMPARATIVE ANALYSIS 7/ LES. ._. •' : 'XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 _ GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) 'NCO" WIDTH " X O X " WIDTH •• •_ •••• •:•• • •• HEIGHT 2 6 ' . : 1 : . " 3p 38 3/8 ' 43 48 50 5/8 54 57 60 63 _ NEG ■ "POS ' N>?G 'PbSV "NrG POS NEG POS NEC POS NEG POS NEG , POS NEG POS NEG POS _ NEG POS NEG POS1 70.0 37 551/2 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 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 ; -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 , -72.1 , 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 - 62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 1- 56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.07 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 - 53.8 53.8 - 50.4 50.4 - -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -86.4 66.4 - 58.2 58.2 - 55.6 55.6 -52.6 52.6' 49.4 49.4 - 45.9 45.9 - -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 r 48.9 - 45.8 45,8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 .70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.• -42.2 42.2 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 -4.6.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. 'XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAM! (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 ABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16 "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 x90.01 70.0 X O X X 0 O X ABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL- 4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" 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 -55.0 r55.0 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 69.6 P.S.F. Rr»d y. F.K. WNW Dy. F.K Daly 3726rW Dior 7/10/03 ADD GLASS TYPE E TO TABLE B NO CHANGE THIS SHEET Raved y F.K. Dawn 17 F.K. Data 6/23/05 Dafti2/17i 22 Revisions D CHANGE ANCHORS AND ADD 76' HEIGHT OPTION CI•d•d y! D"" 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS tra ALUMINUM CASEMENT WINDOW, IMPACT CA-740 i NTS shoo 8 d 13 DramIlmo oft 7045 -8 Lucas k Tumor, P.E. PE 1166201 Maohanbal • • -.. COMPARATIVE ANALYSIS TOLE :11. • •' • • • • GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8•HS) .•, •E03/18". 1/8"HS 3/8" SPACE,5/18" LAMI -W/ 1/8"HS .090- 1/8"HS "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS • . . WIDTHS • • 28 ; . _ 38 :: 38 3/8 43 48 50 5/8 54 "XOX" _ VENT FIXED NEG POS NEG . POS ;AEG POS NEG POS , NEG POS , NEG POS NEG TEST REPORTS: FTL-3580, FTL -3582, FTL3729, FTL -4807, FTL -4808 C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F. 13/16" LAMI 1/8" R SPA 7116" LAMI -W/ 3/16" " IG 090 3/1 57 60 83 87 72 76 POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS 69.264 19.125 31.014 4. :75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 40.6 80.8 - 58.1 58.1 36.1 56.1 33.3 53.3 -50.5 50.5 0 7 .G' =7511' 10 0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C .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 -55.0 A -7 .0 0.0 459e$ .6&I' -63.4 63.4 _ - 56.5 56.5 - 50.4 50.4 -47.5 47.5 44.1 44.1 -41.8 41.6 -39.2 392 - 36.9 36.9 55.0 -55.0 55.0 -55.0 55.0 86.919 24 38.919 13,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 73.8 70.0 • C,F -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 -89.4 70.0 -85.2 70.0 -55.01 55.0 - 55.0155.0 - 55.0155.0 A 75.0 70.0 -60.5 60.5 - 572 57.2 - 82.1 82.1 -55.2 55.2 - 52.6 52.8 - 49.149.1 - 462-462 -43.6 43.6 -41.1 41.1 27 42.973 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 C,F -90.0. 70.0 -90.0 70.0 , -90.0 70.0 -90A , 70.0 -90.0 70.0 -90.0 70.0 - 87.0.70.0 - 8 1 . 9 7 0 . 0 - 7 7 2 70.0 -73.1 70.0 -55.0155.0 - 55.0155.0 - 55.0155.0 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 48.2 -44.9 44.9 -42.0 42.0 - 40.1 40.1 - 38.0 38.0 108.849 30 48.649 B,E - 75.070.0 -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 C,F : -90.0 70.0 -90.0' 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 _ -73.8-70.0 -89.7 89.7 - 88.3 86.3 -63.1 63.1 - 55.0155.0 - 55.0155.0 - 52.2152. A -75.0 70.0 -49.9 49.9 - 48.8- 46.8 -51.3 51.3 -47.4 47.4 -45.5 r 45.5 -42.7 -427 - 40.7, 40.7 -38.6 38.6 - 38.6 38.6 115.892 32 51.892 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 -73.2 70.0 C,F -90.0, 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 78.6 70.0 -73.2 70.0 -68.3 68.3 44.8 64.8 -61.4 61.4 - 58.8 58.8 - 55.0155.0 - 50.9150.9 - 47.7.147.7 A -75.0 70.0 -47.3 47.3 - 44.0.44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 , -41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 122 33.687 54.627 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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 _ - 90.0.70.0 -85.8 70.0 74.0 70.0 -89.4 69.4 -64.7 64.7 -61.0 81.0 - 58.4 58.4 -55.7 55.7 -52.1 52.1 47.7 47.7 -44.8 44.6 A ' -75.0 70.0 - 46.8 46.8 - 43.6 43.6 -47.9' 47.9 - 44.3 44.3 - 42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 35.5 34 55.135 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 74.6 X70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 , 40.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 - 60.5 60.5 -57.9- 57.9 - 552 55.2 - 51.5151.5 - 4721472 - 44.0144.0 A ' -75.0 70.0 - 45.5 45.5 -42.8 42.6 -46.7' 46.7 - 43.1 43.1 -41.6 41.6 -40.2 402' -38.7 38.7' - 36.9 36.9 -35.0 35.0 126.000 34.791 56.418 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 -73.7 70.0 -70.1 70.0 C - 90.0.70.0 -90.0 70.0 - 90.0.70.0 - 82.8.70.0 -71.3 70.0 - 67.3, 87.3 -62.5 62.5 - 592 592 -56.5► 56.5 -53.8 , 53.8 - 50.1150.1 - 45.8145.8 - 43.0143.0 95.973 123.135 A -74.4 70.0 - 43.6 43.8 -412 412 -45.1 45.1 -41.5 41.5 - 40.4 40.4 - 38.9 38.9 -37.7 37.7 - 362 36.2 - 34.3 34.3 130 35.898 58.209 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 -72.4 70.0 - 68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 49.3 89.3 - 65.3 65.3 -60.8 we -57.6 57.6 -54.7 54.7 -51.9 51.9 -48.1 48.1 - 43.9143.9 - 41.9141.9 130.378 38 134 37 A - 74.3 70.0 -43.5 43.5 -41.0 41.0 - 45.0 45.0 -41.4 41.4 - 40.3 40.3 -38.8 38.8 47.6 37.6 -36.1 38.1 - 34.3 34.3 58.378 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 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 89.1 35.1 65.1 - 80.5 60.5 - 57.4 57.4 -54.6 54.8 -51.7 51.7 - 48.0148.0 43.8143.8 41.8141.8 A - 72.9 70.0 -422 42.2 - 39.7 39.7 - 43.5 43.5 - 40.4 40.4 -392 392 -37.7 37.7 - 38.7 36.7 - 35.5 35.5 - 33.7 33.7 60 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 -73.3 70.0 -71.0 70.0 _ - 67.4 67.4 C,F -90.0 70.0 -90.0 70.0 - -90.0 70.0 - 77.1 70.0 - 67.3 87.3_ -63.3 83.3 -59.1 59.1 -45.9 55.9 - 53.0 53.0 - 50.0 50.0 -46.31 48.3 - 42.8142.8 - 40.8140.81 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3H8"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 3T MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1 -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: D. 7/18" LAMI (3/16"HS,.090,3116 "HS) G. 13/16" LAMI (1/8"AAIR SPACE, 7 /18" LAMI -W/ 3/16"HS,.090,3/16"HS1 ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I -55.0 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. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. a..say car F.K. 3f25C13 Road ay 0-r F.K. 7 /10,73 ti►da' -�.�.. F.K. 6/29106 6r.." Or Orr F.K. 12/17/02 0 ADD GLASS TYPE E TO TABLE 11 x 0 x UNEQUAL UTES x 0 UNEQUAL UTES 0 x UNEQUAL UTES with w NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Dam P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Retur PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT snr..ea,r CA- 740 NTS It /21 for Lucas A Tumor, P.E. PE N68201 Mechanical ••• - • .• • •••• • • .• • • • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® -MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) Awed By F.K wow 31c F.K m0 MAX. FIXED LITE DAYLIGHT OPENING — (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A Q REFERENCE "XX" FRAME f )X ASSEMBLY DETAIL, SHEET 11® MAX. VENT 1 DAYLIGHT OPENING (SEE SHT. 3) 0 8 MAX. WID?I (SE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) W• S▪ W VERTICAL SECTION OPERABLE UNIT A. B VERTICAL SECTION FIXED UNIT w w' MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 00 G ADD ianr LG. GLAZING BEAD ITEM Odle 7/1OW nnosbna c SHOW TOP HINGE Roved VA F.K. Onmat >f F.K 11•Y: AwMar: &flV6 a Ws: Z9rakwly, 12!17/02 CHO BHT. NO. REF. AND ADD ITEM 89 bow 1070 TECHNOLOGY DRIVE NOKOM IS. FL 34275 P.O. SOX 1A70 NOKOMIB, FL 34274 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Visiby Better awsMMeo.t Serb Wm* Draft no CA-740 NTS 10 • 13 7045 -8 I V2,(/or Luca A. Tumor, P.E. PE 068201 Mechonbd i• • • ••• • - • • • • • • 13: MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN FRAME ASSEMMBL•Y• • • TUBE, MAIL: 6063 -T6 • ••• "X" FRAME JA AB ••. • • I• • • • :5rixokAME JAMB ••• ••• • . '70 " FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" .095 _J • CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434' 2.854' .062" \NOM. 1.159" -'-- 2.139" SSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A f 2.784" - FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784 " FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A Road Or NW FK 3/2&09 Road ay oft: F.K. 7/10/03 F.K. Rood 14: Dab: 8/2306 Dram*: Dr.: F.K 12/17/02 Illsroisionsc 8 NO CHANGE 77118 SHEET R•Mr.rr: C NO CHANGE THIS SHEET Noviker 0 ADD ITEM 89 bwdrmdIY 0•a 1070 TECHNOLOGY DRIVE NOKOMIS, PL 3427& P.O. ®OX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT arr.sase tl..a bust t•wi•pNe tar CA-740 NTS 11 ri 13 7045 -8 D l� /2l /vim Lucas A. ': Jrncr, P.E. PE 158201 Mew ,L • • • •• • ••• • • ITEM DWG #1 7002A • •.BA ?SLIM' ' j s PQ?.•# ' • • DESCRIPTION MAIN FRAME - HEAD, SDL & IAMBS 3 1155 7008 • • 4 5 • !47411PCki1.. ,118 X 1 QUAD PH SMS • •• • • • • • 7003A • PgAtintegank KEY • _ _ • 1/2"X1471/11( " CLOSED -C LL FOAM TAPE -BASH - 'TOP,BOTTOM & SIDE RAILS 6 1155 7 7017 I 781PQA #8 X 1 QUAD PH SMS 8 7009 9 7024 :4111 • : utz vir ATF�STR8 .187X240 ; : * :r SAM CORNER KEY • • ; LSLTI-POLNT LOCK , 10 11 7026 LOCK SUPPORT PLATE #10-24 X .562 PIT. PN. TYPE F 12 7014 MULTI-LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 P1L PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X 375 PH. PN. TYPE B 21 7032 STUD BRACKET (LIL & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 710x12FP 110 X .500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1/8115 GLASS) .090 1NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8115 & 1/8115 GLASS) .090 IN'TBRIAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16118 GLASS) .090 IPIERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/16115 GLASS) .090 IN IERIAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 1224 6'17247 VINYL BULB WSTP (THICK) 44 45 SILICONE - DOW CORNING 899, 995 OR EQUN. PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 •61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 67 7004A 78x12PSTWB #8 X .500 SQ. PN. TEK SIAS 68 67004 CASEMENT FRAME ASS'Y. TUBE 7l2XIPPT #12 X 1" PR PHIL. TEK 69 7011 LOCK SUPPORT PLATE 70 71 7012 7019 711573 72 7018 7FLDHD LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE PARTSI IS ff CONT. ITEM, DWG : POT. # • : 7ii. • N 73 7025 • MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 14 X .750 QUAD PN SIAS 80 7005A ' MUD WINDOW FRAM - HEAD, SILL & JAMBS 81 1155 781PQA *8 X 1 QUAD PN SMS 82 7010 FLUID FRAM CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 C .AING BRAD (13/16" LGi.) , 13/16" LG. GLASS (1/8"HS„ MR SPACE, 5/16 "CANT) 5/16" L.AI,II • (2) L1TSS OF 1/8"HS (BASS WITH AN.090 /NTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"113, AIR SPACE, 7 /16 "LAM1) 7/16" LAMI • 3/16A & 3 /16HS GLASS WAB AN.090 INTTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"HS, MR SPACE, 7 /16"LAM4 7/16" LAM • 3/16115 & 3/16118 CRASS WITH AN.090 IITERLAYER - SOLUIIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .865" 5/16"`GLAZING BEAD MATL: 6063-T6 DWG# 7036 .865" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993' Tr .289 14.17-7-1- 04Q" -- }--ell -.172" .870" .050" T:=1 1-8- .569" 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" - -11.124 "r - INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 1 2.701 .093" CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A Illbah • *ma or F.K. De r 3/25/03 Ar alen■: ADD 13/1B'LG. GLASS & GLAZING BEAD *nod lir F.K. Dab: 7/10/73 Rnfyrer• C NO CHANGE THIS SHEET limed 8r. F.K. Dela 523/05 D ADD EOUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 8B AND BO Drew Sy Dar Cl"d"d b$ Dow F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. Box 1629 NOKOMIS, FL 34274 Vlllbly Better PARTS LIST & EXTRUSIONS rr" ALUMINUM CASEMENT WINDOW, IMPACT wr..arr CA-740 soar NTS omit 12 " 13 7045 -8 Mr D Luau k 1 um**, P.E. PE .58201 M • ••. • • • • • • ••• 2x WOOD BUCK ' • (qSE b1ATE 3) .• 1/4" MAX. SH1AV -41 •; • ••• •• • • • • • • • • • • • ••. 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK 1x WOOD BUCK • (SEE NOTE 3) 114" MAX SHIM ®SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ® SEE NOTE 1 2x WOOD BUCK (SEE NOTE 3) OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK • _4J " 1 MIN114. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM ®1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 SEE NOTE 4 _„, 1 1/2" L-- MIN. . FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE _.4 1 1/4" FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4* SS4 CRETE -FLEX 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 ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix 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. Nand art. F.K. 3/25103 B NO CHANGE THUS SHEET Wad Oslo F.K 7/10/03 F.K. NNW Ey maw 623/06 Away, Or rasa F.K. 12/17/02 aver c NO CHANGE THIS SHEET Finislonr D REVISE NOTES AND REMOVE all r TAPCONS 6 014 SCREWS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 31276 P.O. BOX 1520 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS n.: ALUMINUM CASEMENT WINDOW, IMPACT a.ow•r..e CA -740 NTS b btu 13 13 1 7045 -8 l I/'2 ( /or- Lucas A. Turner, P.E. PE 055201 M•alwMoal