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HomeMy WebLinkAboutProduct Approval (3)SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the 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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. ]MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or 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 NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.06 u ii,2 ( Expiration Date: March 26, 2021 ' ` ha Approval Date: August 18, 2016 Page 1 MIAMI•DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) invw.miamidade.eov/ecoamav PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the 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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. ]MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or 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 NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.06 u ii,2 ( Expiration Date: March 26, 2021 ' ` ha Approval Date: August 18, 2016 Page 1 PGT Indnstries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wader NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through I l of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact rest per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG ITS spacer system, Duraseale spacer system, Super Spacer`' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per F13C TAS 202-94 3) Water Resistance ',rest, per FBC, TAS 202-94 ..4) large Missile Impact'rest per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry'rest, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., 'rest Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.}s. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FISC, 'PAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted ander NOA No. 0 7-0322.06) Manuel Perp ,-PSE. Product Control Ekan}iner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4645, dated 08/1I(05, signed and sealed by Edmundo Largaespada, P.1 (Submitted under NOA No. 07-0322.06) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., "Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.1;. (Submitted under NOA No. 05-1018.01) 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) 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 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) 7. Test reports on:.I) Uniform Static Air Pressure Test, loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) l.t.i'; Manuel Pcre',,P.E. Product Control Ex.�rniner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and l?conomic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16, F. STA'T'EMENTS 1. Statement letter of conibrmance, complying with FBC-51" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitter/ under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTI. -4646, issued by Fenestration "Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS L Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SI 1-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Manuel Perez, B.E. Product Control ExaTjner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090" KURARAY BUTACITE®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 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" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE ® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A.090" KURARAY BUTACITE ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE "PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN 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" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE ® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S100-07/S2-2010 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-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G -L) ARE ALLOWED. Revsd By: Dale: ReWs":DavaiPe 2 DESIGN PRESSURES ....... 3 ' JR 05105116 F ADDED SPACERS TO SHEET 2. 5 PARTS LIST ....................... GENERAL NOTES Revadey. Dere:Revisions: CORNER DETAIL .............. 7 QD DRIVE 107N. 8-11 VENICE. FL rnti,: Ravlalans: ®ALUM. SINGLE HUNG WINDOW, IMPACT Reva4 By: Dal.: P.O. BOX 1529 ChecFedB. Date: NOKOMIS, FL 34274 VgstBly Better s& �" �eL� aa11np No Rer. I F I ( Drawn By: Dale: I H70 NTS 1 ai 11 4040 20 SH700 F.K. 911105 J.J. 2123107 NOA DRAWING MAP .M: i 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 PRODUCT REVISED is cemlplyiug with lht Fliv X Builriiug Code Ae ,puwcc lJo PjytyrMvntapi� Dntep�'ae �r+�pG��� By Miami Occle Ptodmt Conlol, , A. LYNN MIL'�ER, P.E. FL P.E.# 58705 38 1nI I I 1/2" NOM. GLASS BITE 71 70 t 37 a 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — 5/16" NOM. 5/16" LAMINATED GLASS 80,81 or 82 71-74 , 1/2" NOM. I GLASS BITE u 46 70 I 38 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLAS: 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (86,87,88 or 92) SILICONE STRUCTURAL SILICONE / POLYISOBUTYLEN 1/4" NOM. FOAM—\� WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS KODISPACE 77 4SG TPS Revd Br.. Dole: Rev": JR 05/05/18 F ADDED SPACERS. RevWBy; Deb: R.Wsb : ROW By. Deb: Revidone.' Om.By: Deb: ChxkeOB. Dale: F.K. 911105 J.J. 2/23/07 n i 1/2" NOM. GLASS BITE 70 Part # Description 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXT With Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS (83,84 or 85) 71-74 R EXTERIOR INTERIOR (ALL SECTIONS) An / "PVB" = KURARAY BUTACITE® 1/2" NOM. PVB INTERLAYER GLASS BITE or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS �--►— 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI -MELT BUTYL "� — 3/16" NOM. 5/16" BUTYL & DESICCANT FOAM EXT. GLASS J. GLASS / 72 SUPER 73 DURASEAL® SPACERONXTT" SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL GLASS EXT. 89,90 or 91 ;— DESICCANT FILL AREA 5/16" NOM. I� SILICONE SEAL XL EDGETM 74 SPACER INT. GLASS 11070 TECHNOLOGY DRIVE GLAZING DETAILS I N. VENICE, FL 34275HGT �" P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT 1 NOKOMIS, FL 34274 Visibly Better aeneevu sr�eee Dreenquo Rer SR700 I FUII 12 all I 4040-20 I F Material j See this Sheet for Materials NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISED as c"mlAyiopl with the Flmidg Building Code p` Acceptance No 1r,- 6^ `7Pt����^= F.'xpiraticyi Date . ^'t��`-V '. Miami Dade Product Col tfol. A. LYNN MILLER, P.E. FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE 63" 66'• 68" I 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 52•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 531/8•' A,B,M +80.0 -80.0 +80.0 -80.0 +79,6 -79.6 IUPTO531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 WINDOW HEIGHT 70•' +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.2 -78.2 +80.0 -80.0 +76.9 -76.9 +75.4 -75.4I +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. „Oe 72" 74" ( 76" � MEETING RAIL +80.0 -80.0 +80.0 +80.0 -80.0 HT. 72" 74" 76" MEETING RAIL +80.0 -80.0 +80.0 -80.0 +79,0 -79.0 -70.0 +70.0 -70.0 HT. 50•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 "X" SA SH +78.8 -78.8 +77.3 -77.3 . +75.9 -75.9 I +76.9 -76.9 +75.4 -75.4I +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT � WIDTH GLASS TYPE 38 3/8" 441• 50 5/8" 63" 72" 74" 76" MEETING RAIL 48•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 50•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X"SASH 52•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.01 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. (BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS wjT. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) MINUS WIDTH GLASS TYPE 17 1/8" 22 11/16•' 283116" 33 3/4" 395/16" 4413/16•' 603/8" 55 15/16" SASH 531/8" I D,E,F,J,K,L4© +80.0 1 -80.0 I +80.0 1 -80.0 I +80.0 1 -80.0 I +80.0 1 -80.0 ( +70.0 1 -70.0 I +70.0 1 -70.0 I +70.0 1 -70.0 +70.0 1 -70.0 HT. HT. MEETING RAILJASH IGLASS TYPES: TEST REPORTS TABLE 4. j / IA. 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 i I B. 5/16" LAMI - (118"A,.090,1/8"HS) FTL-4647, 4648 IC. 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4647, 4648 ID. 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 PRODUCT RLVIsrLt F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4645 as complying said fhe PIwldp. IG. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 N" `ding ('& g,�^. A\C I o t).CC No i•� .4....�^x IH. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 Ewirlt$un Date n CF r, 11. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 ray IJ. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"&.090, 3/16"A) FTL-4649, 4650 k1jima1 !Jade p"'1471Cor m; IK. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3116"HS,.090, 3/16"HS) FTL-4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY Rewd By: Dale: ReMlma' Rmd By: Dale: ReNsloas: 1070TECHNOLOGY DRIVE slog Ma DESIGN PRESSURES N. VENICE, FL 34275Aw 8 ReradBy: Del.: ReNslone: P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT K. NOKOMIS, FL 34274 Visibly Better s"1eB'Ma°er' �� sneee aaa�„a Ro. (Re� Drewn er Dele: Checked By. Dara: I SH700 I NTS ( 3 m 11 ( 4040-20 F. 911105 J.J. 2123107 ' A. LYNN MILLER, P.E. FL P.E.# 58705 49 5/8" MAX. FIXED 1 SEE DLO TABLE SEE DLOiTABLE NIOTFC- DETAIL A 1/1 O j 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D I 75" MAX. I.F. D �J HEIGHT 76" MAX. FLANGED HEIGHT 38 7116" MAX. SASH HEIGHT I 75" MAX. I.F. HEIGHT i 20" SASH HEIGHT B fj DETAIL D VIEW (CUSTOM SASH) 76" MAX. FLANGED HEIGHT F A SEE DLO j TABLE O SEEIDLO TABLE X j l 75" 4 AX. I.F. HEIGHT DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE O � SEE DLOTABLE E 76" MAX. FLANGED HEIGHT ,\ } 75" MAX. I.F. E HEIGHT 76" MAX. FLANGED HEIGHT j SASH HEIGIG HT , DETAIL E RADIUS TOP (CUSTOM SASH) 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2, SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 1 SEE DLO TABLE SEE DLO TABLE C x j 7 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT SEE NOTE 4 DETAIL C RADIUS TOP (STANDARD SASH) Revel BY _ DLO (ALL) I i SEE DLO TABLE O j L ELEVATIONS Real 9y: Dere: SEE DLO 11070 TECHNOLOGY DRIVE TABLE X j (MAX.) N. VENICE, FL 34275' l ReveE9y: Date: T- 48 114" MAX. VENT DLO (ALL) 1 SEE DLO TABLE SEE DLOiTABLE NIOTFC- DETAIL A 1/1 O j 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D I 75" MAX. I.F. D �J HEIGHT 76" MAX. FLANGED HEIGHT 38 7116" MAX. SASH HEIGHT I 75" MAX. I.F. HEIGHT i 20" SASH HEIGHT B fj DETAIL D VIEW (CUSTOM SASH) 76" MAX. FLANGED HEIGHT F A SEE DLO j TABLE O SEEIDLO TABLE X j l 75" 4 AX. I.F. HEIGHT DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE O � SEE DLOTABLE E 76" MAX. FLANGED HEIGHT ,\ } 75" MAX. I.F. E HEIGHT 76" MAX. FLANGED HEIGHT j SASH HEIGIG HT , DETAIL E RADIUS TOP (CUSTOM SASH) 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2, SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 1 SEE DLO TABLE SEE DLO TABLE C x j 7 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT SEE NOTE 4 DETAIL C RADIUS TOP (STANDARD SASH) Revel BY Dafe: R evuiona: I DaeAintloe' ELEVATIONS Real 9y: Dere: R.Ws: 11070 TECHNOLOGY DRIVE N. VENICE, FL 34275' ALUM. SINGLE HUNG WINDOW, IMPACT ReveE9y: Date: Retieloos:1 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better $B1�e8�'fsneer D,nw,¢Ro. I Drew Dale: chBy. Dela: NTS 4 e� 11 4040-20 SH70700 I N F.K.K. 9/1/05 j, j. 2/23/07 I - I - _ - --_ __ -- - PRODUCT REVISED ms cenlplying wide ow Fr''.'y"+ jR Building Cod,- 4 n yy4 It4i:um ��aA�^ Produs;t C<>3>icsd; - r Rar. A. LYNN MILLER, P.E. F FL P.E.# 58705 2.754"--- I � c Mlx. FIXED LITE DAYLIGHT OPE RING MIX. HEIGHT 21 VENT DAYLIGHT OPE MING NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SAS INSIDE INSIDE H. MAX. VENT DAYLIGHT OPENING I f 31 (7,, 8 OR 17) 1, 25 OUTSIDE -T 49 HIGH SILL w 53 52 2.330" (LOW SILL) SEE NOTE ABOVE I 30 ULTRALIFT 12 ONLY t� MAX, FIXED LITE DAYLIGHT OPENING I OUTSIDE ' AAX. WIDT I SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 2.946 HIGH SILL r 48 LOW SILL LOW SILAL ALTERNATE HIGH SILL INSIDE 68 53 2.946" (HIGH SILL) HEAD - - JAMB OUTSIDE 2.710" 7 I.F. FRAME OUTSIDE I NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9110,11.15,16) r.. A f'Ro lit fcT REVISED ns crnnplying with tla AfAfte Rmliiing Co21€k �B' k.T Att.�Ianma• fda �I :}�icaia�Hs 15a2e ykr�"._ s f Viami Vado Pftmimt Colrw I ULTRALIFT ONLY SECTION C -C RADIUS TOP- - (HEAD DETAIL - FLANGED VERSION) Deeapv`n: i f �1070'TECHNOLOGY DRIVEI SECTIONS N. VENICE, FL 34275 m: l P.O. BOX 1629 -1 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better a" °dat �""' s.,at leai"'aw Rev: A. LYNN MILLER, P.E. sH700 ( Half I 5 at 11 ( 4040-20 ( F FL P.E.# 58705 SECTION B -B (LOW SILL SHOWN) Rev Br. Data: � R.Wsb s: Re vsO By: Date: I RevObns: Real W. (Date: R.*Ions: Dre By' Date: �clle`Zjl Dete:F.K. I 911105 2/23107 1 t� MAX, FIXED LITE DAYLIGHT OPENING I OUTSIDE ' AAX. WIDT I SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 2.946 HIGH SILL r 48 LOW SILL LOW SILAL ALTERNATE HIGH SILL INSIDE 68 53 2.946" (HIGH SILL) HEAD - - JAMB OUTSIDE 2.710" 7 I.F. FRAME OUTSIDE I NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9110,11.15,16) r.. A f'Ro lit fcT REVISED ns crnnplying with tla AfAfte Rmliiing Co21€k �B' k.T Att.�Ianma• fda �I :}�icaia�Hs 15a2e ykr�"._ s f Viami Vado Pftmimt Colrw I ULTRALIFT ONLY SECTION C -C RADIUS TOP- - (HEAD DETAIL - FLANGED VERSION) Deeapv`n: i f �1070'TECHNOLOGY DRIVEI SECTIONS N. VENICE, FL 34275 m: l P.O. BOX 1629 -1 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better a" °dat �""' s.,at leai"'aw Rev: A. LYNN MILLER, P.E. sH700 ( Half I 5 at 11 ( 4040-20 ( F FL P.E.# 58705 ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 1 4003C FLANGE FRAME SILL (LOW SILL) 612226 1 5 E3 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8",5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 Dafe: 1 Chaded8r.� Date; #8 X.750 PH. PN. SMS 7834AA E11 12 SH700 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 J.J. 1 2/23/07 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX j 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 1 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 1 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 1 21 4054C FIXED MEETING RAIL 64054C 1 23 4006C SASH TOP RAIL 64006 25 1235 WSTP... 170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X25/64"Xill 71622K 36 1052 LAMI IGSETTING BLOCK ill X3/4"X1/16" 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. 64039B 42 40448 GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 If 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY W/RINGS 71630 57 1631 SCREEN CORNERKEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1116 X 1/2 - 7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 5/16" LAMI, 0/8"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAMI, (1/8"1 PV8,1/8"HS) 85 F. GLASS, 7/16" LAW (1/8"HS,.090 PVB,1/S"HS) 86 G. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAMI IG; 1/8"1 SPACE, 5/16" LAMI, (1/8"1 PV6,1/8"HS) 88 1. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAM] IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"1 PVB,3/16"A) 90 K. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) 92 M. GLASS, 13116" LAMI IG; 1/8"A AIR SPACE, 5/16" LAMI, 0/S"A.090 PVB,1l8"A) 2.784 I ��II 1.E30 P. 062—If�— 47 FRAME, I.F. HEAD #4071A,6063 -T6 —2.908-- .062 2.908— .062 NOM THICKNESS~ .1 4.1771 49 FRAME, I.F. HIGH SILL #4073A,6063 -T6 2.878 _ .062- 3.455 tr-- 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 —2.374 — 231C aLTHIO NOM THICKNESS 5Q FRAME, I.F. JAMB #40748,6063-T6 (USED AS RADIUS TOP HEAD) Reved By: Dafe: ReNabne: DaeWCtbn' LIST Revel By: Dere: Reneions: 1070 TECHNOLOGY DRIVEPARTS N. VENICE, FL 34275 ALUM. SINGLE HUNG WINDOW, IMPACT Raved By: Dafa: Ravlafana:-I P.O. BOX 1529 awn By: Dafe: 1 Chaded8r.� Date; NOKOMIS, FL 34274 1 Visibly Better SH700 ��' I NTS I sheet 6 w 11 Dnm'No. I 4040-20 R.I. F F. K. 911105 J.J. 1 2/23/07 PRODUCT RI;VISEiD as cennptyiog with 1ha 14"Mk Building Cade a� Amtptance i`kM14,c EsIollatilylDateY" r fff Miami Dade Prodlw CovfrctP i �- 0, A. LYNN MILLER, R.E. FL P.E.# 58705 1-2.784 1.363 062, FLANGE FRAME HEAD #4002A, 6063-T6 -®---1.749 FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) —* 1.342 .062— 2.155 L I .062—►Tj 2.830 2.330 n {�-- 2.784---- O FLANGE FRAME SILL (LOW) #4003C,6063 -T6 .062 .490 I-1.451-- T SASH STOP �J #4025,6063-T5 2.279 1.707 I 1.707 21 FIXED MEETING RAILZg SASH TOP RAIL #4054A,6063HD-T6Q #4006C,6063HS-T6 .062 ®- 2.946 3.446 n I� u u I�-- 2.784 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 Rov By. ( Date: Revlsb s: RomI By. � DM.: � ReWsk. R.t By. D.W. Rome.: Dm mey Det.: IC1171 F.K.I 911105 2123107 .062— [--l.513--i 738 040 17 SASH STOP COVER #4053,6063-T5 2.326 1.979 062 li 28 SASH BOTTOM RAIL(LOW) #4007,6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051 A, 6063-T5 _.l–j ri.F. FRAME IT / II J SEALANT ALONG ENTIRE JOINT n I.F. FRAME �I SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION r .050 y' L (IIS .678 1.096 —i ®-- ►� —T .0627-1.34U 41 GLAZING BEAD, 5/16" #40398,6063-T5 31 SASH SIDE RAIL #4008,6063-T5 .050 ' .678 1.096 iT GLAZING BEAD 7/16" #4222, 6063-T5 i .050 —► . 678 1,115 -f 45 GLAZING BEAD, 7/16" #985C,6063 -T5 (USED W/ GRILL KIT) � i v �� .050 � T 42 GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) .68>� ..x,050 -F-1---4-1,097 46 GLAZING BEAD, 13/16" IG #4067, 6063-T6 Oex4aLb+: 1070 TECHNOLOGY DRIVE i EXTRUSIONS & FRAME CORNER DETAIL N. VENICE, FL 34275 F] gC;T' P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT 1 NOKOMIS, FL 34274 Visibly Better anode[ D""a w R.r. I SH700 Ha C lf 17 11 I 4040-20 I F WELD ALONG SCREW BOSS (2) Y'RODUCT RLVISED :as -111 0fig with th. N21 a Pa Huildatg code AccolrlRnco No l . > lzl!' tfI Date {`s;,�"' j ria: r"`, -z( Nlimn Do& Prods;;i 0t16tal EJ l A. LYNN HILLER, P.E. FL P.E.# 58706 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX SUBSTRATE: •�` 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3 - #12 SCREWS ANCHOR `YPE: p z z m O N z N z Z MZ O NP Z MOZ Z NP MOZ N Z MOZ Z NP mOZ ZZ� NWINDOW BASED ON THE 2. ANCHOR LOCATIONS ARE GLASS ti0 NP ONOO i cO C4 c O O c OO cf OPO FOLLOWIING DIMENSIONS. WIDTH TYPE �O U U O O �OON�OO�OO U O U O U O O U O O � U U HEAD - 18 1/2" MAX. FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 17 1/2" MAX. FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 15" MAX. FROM BOTTOM CORNERS H,I,J,K,L 112 111 Ill 1 1 2 1 1 1 11 2 2;2 1 i 2 212 212 212 212 212 2'1 2 212 212 212 212 2 2 212 212 211 3 212 313 6" MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL -ANCHORS NOT REQUIRED A,B,M 1 2 Ill 1 1 1 1 1 2 1 1 1 1!2 212 112 212 212 212 212 212 212 212 212 212 2; 2 212 212 2112 213 212 313 3. INSTALL PER THE ADJACENT TABLE ANCHOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, NOTE 2. H,I,J,K,L 112 111 112 112 1!2 1;2 212 112 212 212 212 22 212 212 212 213 212 212 213 212 213 313 212 313 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A B,M 1112 111 1112 112 112 112 212 112 212 212 212 21,2 212 212 212 213 212 212 213 212 213 313 2112 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1"LESS. C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 i 2 1 212 1 21 3 1 1 1 2 1 212 1 2 3 1 1 12 1 21 3 1 21 3 1 212 1 21 3 1 2; 3 1 212 1 2 11 3 2 31 3 1 21 2 1 31 3 2 3 4 1 312 1 31 3 2 314 1 3 3 1 4'4 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 — 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A A,B M1 112 112 212 2!3 11 21 2 213 1 1 2 213 21 3 212 21 3 21 3 2 2 21 3 31 3 21 2 31 3 314 31 2 31 3 3 4 31 3 41 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOW V IN BOLD. OTHERWISE, THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 21 2 1 1 2 212 21 3 1 1 2 21 3 2 3 212 21 3 2 3 212 21 3 213 21 3 213 3 4 213 3 3 3 4 3 3 3 4 3 5 3 1 3 41 4 PRESSURE FOR THE RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A, B, M3 2i2 112 212 213 112 2;3 213 212 213 2113 212 213 213 2113 213 314 213 3i3 314 3 3 314 315 311 44 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2r2 112 212 2!3 212 213 213 21 2 213 213 213 213 2l4 213 313 314 213 314 315 31 3 314 415 313 4; 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB'M 212 112 212 2;3 2112 2,3 213 212 2;3 2;3 213 2'3 2 4 2113 3;3 314 2113 314 315 3113 3 4 415 313 44 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF 44.000 H,I,J,K,L 212 212 22 213 212 213 2113 2;2 313 214 213 313 3,;4 213 313 314 213 314 315 313 3;4 415 314 4';5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 118 PRODUCTREV1SED 1u ccnnptying with the Rmide A,B,MHEAD 212 2!2 211,2 2113 212 2'3 23 212 313 214 2 3 3;3 34 2'13 313 314 2'13 3;4 315 3113 314 4 5 314 4115 JAMB ABOVE 2 2 Building Code 3 Fc ptaneN[ (f 79 PSF 79 MTG. RAIL Uv_�"' Cllu� j� C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW MiamiiibaXPtadutCimlvoi 48.000 H,I,J,K,L 2� 2 21, 2 212 21 3 2! 2 2; 3 3I 4 21 3 31� 3 3; 4 21 3 311 4 314 2, 3 314 315 31 3 314 311, 5 3.1 3 4 5 4. 6 3 4 51 5 MTG. RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 A B M 2122'22122'.32',2 2113 314 2'33!33'4 2%3 3114 314 2;33143153!33'4 315 313 45 416 314 515 (FULL DP) PSF 72 79 79 HEAD 2 C, D, E, F, G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 1 3 53.125 H,I,J,K,L 2 2 1 2'' 222 223 222 223 324 223 324 324 213 3114 3''4 3113 3'4 3!5 3 3 4114 416 3114 4'5 4;6 3 4 5 6 MTG. RAIL 22 2 2 3 2 2 3 2 2 3 2 2 3 2 3�,r� JAMB BELOW y A B,M -- 2 2 l 22 — 2 2 2 3 22 2', 3 3 4 2'' 3 I 3'4 31,4 2 3 3 4 3 4 313 3,4 3;5 3;3 44 4115 3 3 41,5 4!6 3;4 4115 MTG. j Rew By: O.W. RevA4bna: I I DeeW➢LYn. - ANCHORAGE SPACING, 1/1 WINDOWS Rev By: Det.: ReH°bne: 11070 TECHNOLOGY N. VENICE, DRIVE FL 34275 Revatl By: DM.: ReN° 1 P.O. BOX 1529 „ „ ALUM. SINGLE .., HUNG WINDOW, IMPACT D1B1""A"°� R°r A. LYNN MILLER, P.E. Dmm By: Dete: Z: Dhec:. Dere: 1 NOKOMIS, FL 34274 Visibly Better s°"0 SH70 I NT$ N 8 a 11 4040-20 F FL P.E.# 58705 F.K. 7129/05 J.J. 2123107 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 0 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS WINDOW HEIGHT 2 - 1/4" ELCO SS4 CRETE -FLEX SUBSTRATE:` 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3 - #12 SCREWS ANCHOR YPE:_ —❑ U U ❑ U cn0 Z zmo Z U zmo ❑ U U Z zmo ❑ U Z U zm0 ❑ U U z zc00 ❑ U U z zm0 ❑ U Z U zmo ❑ U U2 z z ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS NONO{ONONO�ONONO�ONONO�ONONO�Oc�IONO 35 '3 U U U U U Ocg0NOTOcNi U 3: U U 0�0 U U FOLLOWING DIMENSIONS: WIDTH TYPE U U 3 U U U U 3: 3: HEAD - 18 1/2" MAX. FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 17 1/2" MAX. FROM TOP CORNERS C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 212 21 1 212 2'; 2 211 21 2 212 212 212 212 212 212 212 212 212 312 212 312 312 212 311 2 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED A,B,M 1 1 1 1 1 1 2112 21, 1 212 212 211 212 212 212 212 212 212 2112 2j2 2'12 2: 2 312 212 31 2 312 2) 2 3'2 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 111 1; 1 1 1 1 212 1 1 1 2; 2 212 21 2 21 2 2!2 212 212 21 2 212 3;2 312 212 312 3 1 2 212 312 3 2 212 312 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M Ili 111 111 212 111 212 2!2 212 21;2 212 212 212 2;2 212 312 312 212 312 312 212 312 32 212 312 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 111 1 1 111 21 2 212 21 2 21 3 2 2 2' 2 31 3 2) 2 3) 3 31 3 31 2 3 ! 3 31 3 21 2 31 3 41 3 312 41 3 41 3 31 2 41 3 VALUE ABOVE THEM, ITY MOXIMUM DESIGN PRESSURE WITH THE QUANTTALICIZED A,B,M 1 1 1 1 1 1 1 1 1 2( 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOW J IN BOLD. OTHERWISE, THE 111 1;1 111 212 212 212 23 212 212 313 212 313 313 312 3'3 313 212 313 413 312 413 413 312 413 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 1 1 1! 1 - 1 2 2 21 2 21 2 2 3 21 2 21 3 31 3 21 2 3 3 3 3 3 3 1 41 3 - 31, 3 3 1 2 31 3 41 3 31 2 41 3 4 4 31 2 4 3 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 111 1111 111 2�2 2;2 212 2i3 2'12 2;3 313 212 313 3;3 313 4',3 313 32 313 413 312 413 414 3;2 4'3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,1,J,K,L 111 11 1 111 212 21 2 21, 2 2113 2 2 3113 31; 3 212 31 3 413 31 3 4 3 34 3 31 3 413 414 313 4'' 3 4114 313 513 2 2 2 2 2 2 2 2 A,B,M_ 111 111 111 212 222 222 213 222 3 323 212 3123 413 323 423 3?3 313 4,3 414 313 4,3 414 33 5 3 TABLE KEY: PSF 49 79 56 79 79 MAX. PSF 44.0001 C,D,E,F,G, H,I,J,K,L 2 (1 2 11 1 2 1 1 1 2 21 2 2 212 2 212 2 31 3 2 212 2 31 3 2 3! 4 2 21 3 2 31 3 2 4 4 2 31 3 2 4 I, 3 2 4 ''1 4 2 31 3 2 41 3 2 4 4 2 31 3 2 4! 3 2 414 2 31 3 2 5 4 (DP LIMITED) 117 Paoouc" UVISED y c`m'Nritts with dw VIVAtu, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEADiW 9uitdin Cnde 'c c ABM 1 1 1 1 1 1 1 2 2 1 2';2 2 2 1 313 212 3;3 3'4 213 3!3 4'4 3 3 4 3 414 313 413 41,4 313 4i3 4!4 3'3 5';4E JAMB ABOVE tmtx MTG. RAILPSF 45 74 51 74 79 79 2 2 2232 2 3 2 2 JAMB BELOMianu the ue crn s63; tzr_ tC,D,E,F,G, 48.000 H,I,J,K,L 2 111 2 111 2 111 2 212 2 212 2 212 2 313 2 2, 12 2 313 2 3 4 2 313 2 313 3 414 2 313 4'4 4,4 313 4;4 41.4 413 5,4 4 4 413 514 MTG. RAIL ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 (FULLHEAD 111 111 1l1 212 2'12 212 313 212 3;3 314 313 313 414 313 4:4 4�4 313 414 414 413 514 4 4 413 514 2 PSF 41 67 46 67 76 79 JAMB ABOVE 2 1 2 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG. RAIL 53.125 H,I,J,K,L 1 1 1 1 1 1_- 1 1 2 2 1 2', 2 2 2 1 3 3 3; 3 31, 3 414 31 3 41 4 4; 4 3 3 4', 4 4 4 313 4'14 5' 5 41 3 5 4 5 5 41 3 514 JAMB BELOW 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 A,B,Mx.1..1 1[1 1]1 2j2 2'2 212 313 313 3''3 4,4 313 4 4 4i4 31;3 4114 414 3:3 4'4 5,4 4;3 5114 5.4 413 514 MTG.RAIL ievsd DY Dere: ReNfms: Deea10 : ANCHORAGE SPACING, STANDARD VIEW ... Rav 6g Owe: Rewe m 11079 TECHNOLOGY N. VENICE, DRIVE FL 34275'. Revsd By: Dete: ReWslons: Ord ALUM. SINGLEHUNGWINDOW, IMPACT Drew.K. Dere: ened.J. Dare: ( I P.O. BOX 1529 1 NOKOMIS,FL34274 T�isiblyBetter I e 20 ( Rer A. L� NP E MLLE I F R, P.E. # 58705 F.K. 7/29/05 J.J. 2/23/07 - _ I 0 ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8, 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS SUBSTRATE: -�, 17.125 22.668 28.21 33.754 39.296 44.839 50.382 55.925 2 - 1/4" ELCO SS4 CRETE -FLEX ANCHOR TYPE: — 0 U M ON Z U Z 0 co O U Z U Z 0 cr O U N Z U Z m O U N Z U 0 U Z v O N Z �.., U Z U M O N Z U Z o'M O U N Z U Z 0 M O U U N Z Z 3 - #12 SCREWS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASS U r ONO N O ONO O ONO O ONO NO 0 U ONO U O U O U DIMENSIONS: WIDTH TYPE 3: U U 3: U U 3: U U 3: U U 3: U U 3: U U 3: HEAD - 18 1/2" MAX. FROM CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 17 1/2" MAX. FROM TOP CORNERS 19.125 D,E,F,J, 1 1 3 2 3 3 3 3 11 1/2" MAX. ABOVE THE MEETING RAIL K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 6" MAX. BELOW MTG. RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15" MAX. FROM BOTTOM CORNERS 24.000 K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL - ANCHORS NOT REQUIRED 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM D,E,F,J, 1 32.000 1 1 1 1 1 2 3 5 VIEW WINDOWS FROM TABLES 7. AND 8. USING THE K L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 �— DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 37.000 D,E,F,J, I 5 5 4 5 WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,K,L,J, I 1 2 2 2 3 3 3 4 3 4 4 1 3 4 4 I 3 I 5 4 4 5 5 4 6 6. DESIGN PRESSURE LIMITATIONS: 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 I 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE RESPECTIVE SIZE AND 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 64 74 66 77 69I 69 TABLE 7. KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 -- 3 -- 2 2 – 3 - 2 3 3 2 3 3 2 --- 3 3 2 3 3 2 3 MAX. PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 Ij 5 4 5 6 5 6 6 5 7 6 5 7 (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 JAMB ABOVE 2 TABLE 8. MTG. RAIL SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 (FULL DP) ANCHOR TYPE" o v v o 0 0 o 0 ci O M O 0 0 O 0 Z M O Z 0 Z O 0 M O Z c) Z o M O U Z 0 Z 0 c'i O 0 Z 0 Z HEAD 2 M O N WINDOW c4 Z O Z ONO M O N Z O Z ONO M O N Z OPONO Z N Z r N O ONO O " 0 0 ONO U N O 3 O ONO 3 N O�ONO " N �— O " O 4 3 0 3 0 0 " 0 JAMB ABOVE WIDTH _ YttODUC"i' [tEV14ED 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG. RAIL as cemptyuig with the Ftoaida 19.125 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Buildi AmcpttzCade 24.000 2 2 3 4 2 3 4 2 3 I:xpirataa 47ri 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 37.000 79 TABLE 8. KEY: Nti, iiL[ride Prodmt contriA 2( 1 2 2 2 2 3 2 3 3 2( 3 3 3 3 3 3 3 4 3 3 4( 3 4 MAX. PSF ' 40.000 74 3( 3 3 4 3( 3 4 3 4 4 1 3 4 CDP LIMITED) 112 2 2 2 2 2 2 3 2 3 3 2 3 1 ❑2 68 78 JAMB BELOW 44.000 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3( 4 5 3( 4 MTG. RAIL 2 2 2 2 2 48.000 63 72 79 4 3 3 4 3( 4 4 3 4 5 3 4 5 3 4 (FULL DP) 2 2( 2 2 2 2 3 2 3 72_ 73 58 66 72 JAMB BELOW 53.125 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG. RAIL P 2 2 2 2 ROMBY DeW: ANCHORAGE SPACING, CUSTOM VIEW Revsd By: vete: ReWsrons: 11070 TECHNOLOGY DRIVE N. VENICE, FL: ALUM. SINGLE HUNG WINDOW IMPACT Rom By Oele: Roos/.: P.O. eox iszs sum: �, B„"a�. s Maw4gRa. I Rar. A. LYNN MILLER, P.E. Orewn ey: Dare: ChecketlB. Dale: NOKOMIS, FL 34274 Visibly Better SH700 I NTS ( 10 11 I 4040-20 F FL P.E.# 58705 F.K. 7129105 J.J. 2123107 I _ _ _ 1-3/4" MIN. EDGE 3.35 KSI MIN. CONCRETE e' EXTERIOR INTERIOR {ALL HEAD AND SILL DETAIL CONCRETE ANCHOR 2x WOOD BUCK (SEE NOTE 1 & 3) (SEE NOTE 4)� 1 3/8" MIN., 114" TAPCON 1 3/4" MIN., 114" CRETE -FLEX (_ . OPTIONAL 1x WOOD BUCK > >\ �} (SEE NOTE 4) 114" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1 318„ MIN._LN 114" MAX. SHIMS——1 ice 114" MAX. SHIM IIII►►►►---- T 1°,°.,. 1-3/4"MIN EDGE �jj �iilNtiili!! CONCRETE ANCHOR, �FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) °. 3.35 KSI MIN. CONCRETE , OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 4) Revad By Dafe: Revad By: Date: R.nd By: Del.: OMM By D.te: F.K. 911105 MIN. EDGE j 1 3/8" 114" MAX. SHIM 1" MIN.EDGE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX, MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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. 5. 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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FW MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UMTS. 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBG CURRENT, EDITION. 74U%� WOOD ANCHOR, FH BELOW MEETING Lw #lt I R RAIL. (SEE NOTE 2 & 3) II INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) 1113 DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2-1/2" EMBEDMENT I - 131" DIA. MIN. x 2 1!2" NAIL, AT CORNERS AND 5" O.C. Rom . 'Rev161. ,' IRofefine: Cr.ecked Dafe: J.J 2/23107 1/4"f-+-5/8" MIN. EDGE MAX.MA��f}- SHIM 1/4" WOOD FRAME MAX. -+--WOOD FRAME C-- :— — SHIM I .131" DIA. MIN.-- )} �� 5/8" MIN. EDGE 2-1l2" EMBEDMENT _ �'=— x 2 1/2" NAIL, r `t c AT CORNERS AND S" O.C. U _ �}J -^—WOOD FRAME 5/8" MIN. EDGE t.131" DIA. MIN. —I MAX. x 2 1/2" NAIL, SHIM AT CORNERS AND 5" O.C. 2-1/2" EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE peaniptlon: 11070 TECHNOLOGY DRIVE I ANCHORAGE DETAILS N. VENICE, FL 34275 m: P.O. BOX 1528 -- ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMI1 , FL 34274 Visibly Better SBtIe"�rPQBr" $C8t' �t ° i68 I SH700 ( NTS ( 11 of 11 ( 4040-20 PROIAlf" ,REVISED ns rumplying with the Flfaizhl Building cofk e 71mgmaucn No I(c-c a„� 14.0f-, E.x31t.lim Dute��#zz ll• I Rv ivtinuli ()nde Product C.uuhvd } (Rer A. LYNN MILLER, P.E. F FL P.E.# 58705