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Home My WebLink AboutPRODUCT APPROVAL - WINDOW SINGLE HUNG9/27/21. 2:45 PM Florida Building Code Online Comments Archived Product Manufacturer PGT Industries Address/Phone/Small 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext21140 }rosowsk!Opgtindustrles.com Authorized Signature ]ens Rosowski jrosowski Opgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 Imiller@pgti ndustries,com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade 8CCO - VAL Referenced Standard and Year (or Standard) Standard Yenr TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A htips:llAoridabuiiding.orglprlpr_app dd.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGOrkE96prUAg%3d 113 9/27121, 2:45 PM Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 11/05/2020 I l/05/2020 11/11/2020 PL A Model, Number or Name Description 239.1 SHS400 (Non -Impact) Vinyl Single Hung Window Limits of Use Approved for use in Hill Yes Approved for use outside MVHZI Yes Impact Resistant; No Design Pressure; N/A Others Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing Information, Certification Agency Certificate FL239 R28 C CAC 20-0401 04 p.9f Quality Assurance contract Expiration Date 07/30/2025 Installation Instructions FL239 R28 11 20.0401 04 odl Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 239.2 SHSS00 (Large Missile Impact) I Vinyl Single Hung Window Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistants Yes Design Pressures N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance Information, anchorage details, and anchor type, size, and spacing information, 239.3 1 SH7600 (Non -Impact) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZs Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance Information, anchorage details, and anchor type, size, and spacing Information, Certification Agency Certificate rL139 K28 L CAL 20-0401 03.R,df Quality Assuranca Contract Expiration Deb 07/30/2025 Installation Instructions FL239 R28 11 20-0401.0"f Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Aluminum Single Hung Window Certification Agency Certificate ti-139 R28 C CAC0.0401 12 pd( Quality Assurance Contract Expiration Data 03/23/2023 Installation Instructions FL239 R28 II 20.0401 12.Ddf Verified By: Mlaml-Dade SCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 I SH7700 (Large Missile Impact) I Aluminum Single Hung Window Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miaml-Dade County Notice of Acceptance (NOA) for product performance Information, anchorage details, and anchor type, size, and spacing Information, Certification Agency Certificate FL239 R29 C CAC 20-0401.I1.Odf Quality Assurance Contract Expiration Deb 08/23/2023 Installation Instructions FL239 R2A 11 20-0401.11.Ddf Vedfled By: Miami -Dade BCCO - CER Created by Independent Third Party: evaluation Reports Created by Independent Third Party: The stale of Florida is an AA/EEO employer. fdAylj9hl xg0l.xdlx ese[a ar Fbude. ;; Prlvecy ffietemam :: Al.sabihly, statement ;: Refund Statement Under Florae raw, ..If addresses are public records. If you do not want your a -mall address released in resppnse to a pudic.rem,ds requen, do not send electronic mail to this entity, Instead, =n the office by photo or by traditional mail. If you have any questions, please contact 950.497.1395, 'pursuant to section 455.215(1), I'lci Statutes, sesttlye October 1, 2012, licensees "hard undo, Chapter 455, F.S. musk pww1der Me Department with an Mail address It they have ma, The Maps Provided! May be used for official communication with the licensee. Howsver amen addresses are public record, If you do not wish to supply a personal address, glee" provide the Department with an email address whim can be made ayalable to Me public, To determine If you am a licensee wider Chapter 455, FS., please dick here ProdyQ Apprural Accepts: ®ME®ER■ Credit Card Safe https://flaridabuilding.Otg/Pr/pr app_tltl.aspx7param=WGEVXQwtDquSlBu8CAEMBE7OC31VX3PGOrkE96prUA9%3d 2/3 MIAMI•M MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 Sw 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/building 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 11SH-5500" PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05'l5115, with revision C dated 03'10/20, 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 Fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0630.05 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0401.03 MIAMHWE COUNTY Expiration Date: July 30, 2025 Approval Date: July 23, 2020 7/16/20 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05) 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, DuraseaP� spacer system, Super Spacer NXTI'm 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. (Submitted under NOA No. 16-0714.03) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: l) 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 a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) Manuel Perez, P.E. Product Control Ex n r NOA No. 20- 01.0 Expiration Date: July 30,5 Approval Date. July 23, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6'h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0714.03) 4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Se 1 (Submitted under NOA No. 15-0519.05) J Manuel Perez, P.E. Product Control Exa NOA No. 20-0 0I.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTI: 20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 7tn Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miaini-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez, P.E. Product Control Exauldnr NOA No. 20- 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlase XtraTM (SGX7M) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6'h Edition (2017) and the FBC Th Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series "SH-5500" PVC Single Hung Window - L.M.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez, P.E. Product Control ExamMr NOA No. 201101.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE FOR 28-1/8" MAX. O,C. RADIUS -TOP HEADER (SIM 12" MAX. FROM FOR ALL / FRAME SEAM WINDOW TYPES) / , B. SEE - 30" MAX. O.C. ��-�--12" MAX. SHEETS A, SEE r SHEET 3 t EQUALLY SPACED ANCHORS PER TABLES 9.11 EQUALLY SPACED ANCHORS PER TABLES 9-11 B - ; I 1� II / i ( 17-7/8" MAX. O.C. _L O 1� - I 84' I MA) 10" MAX. O.C. BUC HE G 1 13-314" MAX. O.C. X I ; I 1 A 11 1 J NO ANCHORS AT SILL SEE SILL INEEP- 64" MAX. BUCK WIDTH 140TCH DETAILS. SHEET3 21-5/8" 54" MAX. BUCK WIDTH MAX. O.C. 30" 12" MAX.X. O.C. B, SEE _ -'� MA`(f SHEET 3 / A�SEE _t_� SHEET ET33t . I 1 FIXED VISIBLE 1Z'MAX. I + LIGHT WIDTH B, SEE 30" MAX. I FIXED SKEET EQUALLY CED LISIBLE IGHT 17-778 MAX. O.C. A SEE !--' -" ANCHORS PER SHEET3t HEIGHT I! TABLES 9.11 ! _ _L_ EQUALLY I / 91.78" S X. PACED I / MAANCHORS PER I I / �! ! BUCK TABLES 9-11 0 I - I I -11 HEIGHT (- HT X! I 4 10" MAX. O.C. X! I Q EQUALLY j SASH 1 13-3/4" MAX. O.C. EQUALLY I 1 SPACED I VISIBLE AN j �_ SPACED ANCHORSPER 1 LIGHT CHORS PER TABLES 9-11 ! / HEIGHT A� TABLES 9-11 ! ! 6-trr• MAX SASHVISIBLE SEESILLWEEP- LIGHT WIDTH `.NOTCH DETAILS, 54" MAX. BUC'. SHEET 3 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR ( SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD CC( FOR CUSTOM COTTAGE C 75" HEIGHT SEE GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30- IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPEI 3) FOR MASONRY APPLICATIONS IN MU1MI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHER ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK I AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCI SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTK 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS N USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHE DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCO/DEWALT CRETEFLEX NOA; ELCOIDEWALT AGGRE-GATOR NOA; ENERGI WINDOW nnnp DAl1FII FQ I T %M ITF R RDhM7F6 I iWT m QNAIIFQ PIP PAD P IATDII M/P FYTDI IQVIM MnA'C TABLE 1: ALLOWABLE GLASS TYPES Glass Ty Description (Listed from Fite Nor to Interior) Design Pressure Table# Sheet# 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .0w PVB Intedayer 4,5 6 6 718" Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Liles of 1/8" A Glass with .090' PVB Intedayer 4,6 6 7 7/8" Laminated I.G.: 3116' A Exterior Cap + 31W Air Space + 5/16" Laminated; (2) Liles of 11W A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3/16" T Exterior Cap+ 31W Air Space + 5/16" Laminated; (2) Lites of 1/8' A Glass with .090' PVB Intedayer 4,6 6 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 7 7 10 7/8" Laminated I.G.: 1/8' T Exterior Cap + 7116' Air Space + 5/16' Laminated; (2) Liles of 1/8" H Glass with .090' SG Intedayer 7 7 11 7/8" Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 5116' Laminated; (2) Lites of 1/9' H Glass with .09(r SG Intedayer 7 7 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Liles of 1/6" H Glass with .090" SG Intedayer 7 7 13 718" Laminated I.G.: 1/8" A Exterior Cap+ 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 8 7 14 718" Laminated I.G.: 1/8' T Exterior Cap + 5t16` Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 8 7 15 7/8' Laminated I.G.: 3/16" A Exterior Cap + 114" Air Space + 7116" Laminated; (2) Liles of 3116 A Glass with .090" SG Intedayer 7 7 16 7/8" Laminated I.G.: 3/16" T Exterior Cap+ 114" Air Space + 7/16' Laminated; (2) Lites of 3/16' A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7116" 1-318" Steel, A36" 3/8" 0.05LY' Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 318" 0.050" 3116" steel Ullracon or Utt n+ P.T. Southern Pine (SG=0.55) 7116" 1-3/8" Concrete (min. 3 ksi) 1" 1-3/B' 3119' steel Ultrecon Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" B #12 SMS (steel 18-8 S.S. or 41D S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-318" Steel, A36' 3/8" 0.1>50" Steel Stud, A653 Gr. 33' 3/8" 0.0451" (88 Ga.) Aluminum, 6063-T5• 3/8" 0.0w, 1l4" steel Ultran or Ultracon+con+ P.T Southern Pine (SG=0.55) V. 1-318" 1/4" steel Creleftex P.T. Southern Pine (SG=0.55) 1" 1-3f8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" I-NIV, Ungrouted CMU, (ASTM C-9D) 2-1/2" 1-1/4" C 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-115' 1-3/4" Ungrouted CMU, (ASTM C-90) T. 1-1/4' 1/4" steel Cretellex Concrete (min. 3.35 ksi) 1" 1-3/4" 114" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1.9/4' 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2-1/2' 1-314' 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1" 1M1-3/4" O 1/4" steel Creteftex Concrete (min. 3.35 ksi) 2-1/2" Ungrouted CMU, (ASTM C-90) 2-1/2'114" steel Aggre-Gator Concrete min. 3.275 ksi 14/2'Grouted CMU, (ASTM C-90) 2" TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. FIGURE C• FRAMF SHAPES Frame Glass F Types Options G (see Fig B) (see Table 1) (se - Flange Fq (#2) 5 - 16 One 8 Box / Eq Equal -Leg 5 - 16 One (#4) 8 J-Channel Eq 5-8 Ode (#1) 81 Integral Fin I I Eq () 5-8 One EQUAL-LITE ORIEL COTTAG. —Tt{BUCK WIDTH — j13UCK WIDTH�-- —+{BUCK WIDTH�— S 1 1 1 1 1 RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURI AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN — EDGE DISTANCE EMBEDMENT EMBEDMENT T y �� EDGE " DISTANCE ' r I MAX SHIM TYP. ANCHOR TYPE, SHIM , TYP. ANCHOR TYPE, EMBEDMENTAND 'n EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PERSUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. ' T FIXED 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT HEIGHT FOR ALL WINDOWS: + 1 ANCHOR @ 3.55" 48 FROM — 49 END AND AT 21 CENTER. 22 FOR WINDOWS 72 f " OVER 36" WIDE: 8 ADD ADDITIONAL 14 45 46 47 SCREWS @16-3/8" O FROM END. o FOR WINDOWS WITH BUCK rip O 16 BOTTOM LOCKS: HEIGHT ADD ADDITIONAL SCREWS @ 8.3/8" 30 + FROM END. SASH EXTERIOR VISIBLE LIGHT HEIGHT 66 18 OPT. USE EITHER 85 LATCH OR 81 30 64 BOTTOM LOCK. INTERIOR 31 TESTED UNIT WEEP NOTCHES AT Bp LOCATION: 6-5/8" n FROM SASH END. EACH END. II EQUAL-LEG/BOX ° FRAMP SHOWN 114" MAX SHIM INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. FLANGE FRAME NOTES: SHOWN 1/4" MAX SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH I. I 1 1: 1 FRAME INTO METAL BALANCE YPE VARIES WITH SASH WEIGHT E FIXED VISIBLE LIGHT WIDTH BUCI HORIZONTA DADE APPROVED MULLION, MAY BE VERTICAL OR HO 1/4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION npTInN 4 ALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WODD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN II FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR OPT. LJ (2)1„ INTERIORCT WEEP NOTCHES AT 80 EACH END. INTEGRAL FIN FRAME CHnVdM F- EMBEDMENT SASH LIGHT EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) T-1/4" MAX SHIM T- TYP. ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2 (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL l SCREWS @16,/8° J 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-318" FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 114" MAX SHIM USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-50" FROM SASH END. J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1 /2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT FIXED VISIBLE LIGHT WIDTH BUC HORIZONTP 114" MAX. SHIM MAY BE 1 INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAI - I 7/8" NOM. 5/16" A/A PVB 7116" AIR SPACE 1 /8" A_ GLASS C] EXTERIOR 78 79 GLASS TYPE 5 7/8' NOM. 5/16" H/H SG - 7/16" AIR SPACE - 1/8" T_ GLASS - G] EXTERIOR GLASS TYPE 10 EXTERI 5116" A/A PVB - 7/16" AIR SPACE - 1/8" T GLASS- G] EXTERIOR 5/16" H/H SG- 3/8" AIR SPACE - 3/16" _A GLASS- G] EXTERIOR 7/8" NOM. GLASS TYPE 6 7/8" NOM. GLASS TYPE 11 !"NOM GLASS TYPES 9 THROUGH fE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5,7 9, 71, 13 & 15 MAY NOT BE USED IN THE HVH2 ABOVE 30'. 7/8" NOM. 5/16 A/A PVB - 3/8" AIR SPACE - 3/16" A GLASS- aEXTERIOR GLASS TYPE 7 7/8" M. 5/16" H/H SG 7/16" A! 3/8" AIR SPACE 5/16" Alf 3/16" T_ GLASS 1/8" aEXTERIOR GLASS TYPE 12 -�I 7/8" NOM. 7/16" A/A SG 7111 1/4" AIR SPACE 1/4' 3116" A GLASS 3l G] EXTERIOR 14 78-79 GLASS TYPE 15 TABLE 4: Glass Types Design Pressure, Ibs71t2 5,q7&8 +f- 50.0 Reinr. Level R1 For a6 madow & sash sizes SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. H SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5.6. 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) Glass Type s How Sash Ixsc,"lon forgiven sense Wadoo H.W ste, a Sash Haight Renge lie) Design Pmsute, IbsW 6.elaf. laver R2 wagTv8.k W101n ON a to 46 57 IB 235 Eeral-iie 11.394 -NO .70.0 .650 .70.0 Startled WtaOe 14.517-15870 +65,0 -70.0 +65.0 400 28 Eqo a 11.5113-14516 .0.0 -70.0 .650 .70.0 Slalldtd Pmlaw 11.377-11582 .650 -70.0 + A -70.0 Teasel Malt -25IN +65.0 .70.0 .650 -700 Smrtdatl Collage M.9-23.516 400 -70a +650 1175 EQaHb 17.517-20.W -650 .70.0 +65.0 .70.0 Standan,Provim 14.517-17.516 +65.0 -700 465.0 40.0 Steamiest 11.37r-14516 NO 40.0 .65.0 -70.0 Tmeet 27.583.31.911 +00 402 40.0 -70.0 Cmtmm Size 26.517-27,552 +65 D- -700 *65.0 .700 staaHN Colage f 23.517-M516 +00 -70.0 s85.0 -70.0 44 Equ"te 2S517-23,516 4650 -700 .SsO -700 S1mtlsal PrMee 17.517-20516 ♦650 -70.0 +650 40.0 Casten, Size 14.517-17.515 AN -70.0 +NO -70.0 Shortest 11.377-14516 +650 -70.0 +65.0 -700 Talest 31,M-35.911 .65.0 -700 40.0 -70.0 Stars h!Cottage 26517-31.512 +650 -70.0 +65.0 -70.0 EW"le M.51)-26516 .650 -700 ♦00 -700 48 SlaMnd Pmdew 17317-20516 .650 .700 .00 -MO Cmiom she 14.517-17.516 -NO .7&0 +65.0 -70.0 C.Im size 12.517-14.516 .650 .700 +65.0 -70.0 Shortest 1UT? -12,516 .650 -70A +650 -70.0 Teleel 33.209-37.536 +650 -700 -S&O .70.0 i slarldW Geroge M517-33.207 +650 -Mo .0.0 -700 Egas6te MS17-MSIS +65.0 -700 .00 -70.0 a 49625 Custom Size 211.517-23316 +66.0 40.0 .00 -MO Sq StaMatl PraMew 17.517-20,516 +650 -700 +65.0 d00 Cmiom Size t4.517 - 17,516 ♦650 -70.0 .0.0 MO Cmlam Size 12017-14.516 +650 -70.0 +65.0 -70.0 Shortest 11 377 -12 516 +69.0 -700 +650 -700 Talesl 36517.41.64 +650 .70.0 NO 20.0 Statkbtl Cmtage 31, 517-36.516 465.0 -700 +6.5.0 .700 EOmHte M517-31.518 +650 -70.0 .65.0 -700 stoadlm Pmdew M517-26.516 450 -700 .65.0 40.0 62 Q lnm Size MW-23516 +E5.0 -700 .0.0 -10.0 C tan She 17517-213.5111 +65.0 -70.0 .650 -70.0 Custom Size H. 517.17.516 +550 .70,0 +650 i61 Custom Size 13.017-14.516 +65.0 -70.0 .65:0 4T3 Swett 11.864-13016 450 .700 +65.0 45.5 Tales) 39.517-41544 +050 .70.0 .650 -70.0 Custom Size 3&617-39.516 +650 -90.0 +65.0 -70.0 EOwHte 35517-38.516 .65.0 -700 .65.0 .700 75 Cuslem size 02.517-35.5% .650 -700 .65.0 -MO Shlmahl P.. 29517-32.516 .650 -700 .0.0 .700 Cmkm Size 26517-29515 +650 -70.0 +65.0 47.3 stvtlesl 24.864.26516 .NO -700 .650 46.5 Egtut4(e 3&517-41.644 +65.0 -700 +650 -700 m Cuslaa size 3k617-36.516 NO -70,0 .0.0 47.3 Shialatl Pawl. 3T664-35.518 .650 .70.0 .65.0 46.5 91.78 Talent - 4f 644 +ld.0 -700 .650 48.5 LEVEL SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 /APPI IFC Trl ANY HFIr.HT 41 7A" OR I FRC1 se Is slow Type 9./215016 ftta1. Level 3 Balom Sash Delmmbm br Own Range @V%A w Heights Sarh Retold ltog n) Design Pressure, IbsMC1 7Wltdav8uck Wtl in up to 40 48 52125 1 54 235 Equable 11.394 +70.0 410.0 +700 410.0 +700 •110.0 +700 41DA StarWatl College 14.517. 15070 -700 -110.0 -70.0 -1Wo +7o.o 7t1Q0 +700 -T10,0 28 EgmWe 11.563-14516 +70.0 -1100 -700 -1 ME -70.0 410,0 +70.0 -1%0 StarWv Pmeew 17377-11.582 +70.9 410.0 -70.0 -110,0 -70.0 -IWO -70.0 -1100 Talest 23517-25.M +70.0 .110.0 *70.0 .110.0 +70.0 -1100 NOA -110.0 StaMatl Cottage 20956- 23.510 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 37375 Ega4be 17.517-2D 957 +70.0 410.0 +70,0 4100 +701) -110,0 +700 -109.0 Standard PwA w 14.S17. 17516 +700 ATO +70.0 4100 470.0 .110.0 +MO -110.0 ShMct 1L377-14516 R00 -110.0 +70.0 .110.0 +70.0 -IOTO 470.0 -103.0 TeOen 1 27.S03-31911 +700 -110.0 +700 -990 +700 -910 1 +70.0 410.0 custom Sire 20517-21 W2 +700 .1100 -700 -1100 +700 -110.0 +70.0 •1100 Standatl Cgeage, 23.517-28,516 +700 -1100 +70.0 .110.0 -70.0 -110.0 +70.0 -110.0 44 Eq "a 20,517.23510 +70A 410.0 +700 -1100 +70.0 -1100 *70.0 •110.0 Startled Pmom 17.517-2D 51B +700 -110.0 +70.0 .110.0 +70.0 -1100 +70.0 .110.0 cenom Size 14317-17.510 +70.0 -110.0 -700 .1100 +700 .1100 NDQ -1f0.0 Stndest 11.377-14N518 +70.D 410.0 +700 -1 W.0 +70.0 .107.0 +70.0 -103.0 Tallest 31.583. 35 011 +70.0 .110.0 +70.0 -000 +70.0 8 O -70.0 4q.a Stmdad College 28. 517.31.552 +70A 410.0 +70.0 -1 f0.0 +70.0 4100 +7DO -I10.0 EgaWe 2D.517-20518 +70.0 -Imo +70.0 -iv.o +7oO -110.0 +700 -1WO 49 Standatl Ro4ew 17.517-20.510 +70.0 .1100 +700 4100 +70A AWO +70.0 -1100 Custom She 14517-17516 +700 -110.0 +700 -110.0 +70.0 -1tQ0 +70.0 -110.0 cuatam Sae 12517-14.516 +X0 -110,0 +70.0 -110.0 +70.0 -110.0 470.0 -110.0 Shodesl 11,377-12516 +700 -IWO +70A -110.0 +70.0 .1100 +70.0 -110.0 2 Tallest 33208-37.538 +79.0 -1%0 +700 4B.0 +70-0 400 +70.0 -80.0 Standard Cottage 20,517-33.207 470.0 .110.0 +700 -1100 *70A .110.0 +7Q0 -1f0.0 EgmHle 23617-20516 +700 .110.0 +700 -1W0 +70.0 -110A +70..0 .1100 a 8 49625 C slao Sae Bonded Rwiew 20.517-23516 17.517- 20516 +790 +TD.O -1100 -110,0 +70.0 +70.0 -110.0 -110.0 +70.0 +70.0 -110.0 -11aO !?aV +700 .110.0 -110.0 3 Cuslem She 14.517.17516 +70.0 -1100 +700 -110.0 +70.0 -IWO 47QD .110.6 Custom Size 12517-KSW +70.0 -110.0 +700 .110.0 +70.0 -1100 +700 .110.0 Stgt1e41 11-W-12516 +700 -110A +700 4110 +700 -1100 -MO .1106 706451 36.517-41.6" +700 .110.0 +700 -110.0 +700 .110.0 +7D0 .110.0 Standard Collage 31.517-30.510 +70.0 -1100 +700 -110.0 +700 -110.0 -ml) -110.0 EgeFrde 20517-31516 +700 -7W.0 +700 410.0 +70.0 4100 +70.0 4100 StaMad PnM 23.517-28.515 -700 410.0 +700 .110.0 +70.0 .1100 +70.0 410.0 62 Custom She 2Q517-v.SW +"0 -"as -M'O -110.0 +700 4100 +70.0 -11 00 cuslom Size 12517-20.516 +700 .110.0 +70.0 -110.0 +70.0 .1100 +70.0 4100 Cusom She 14.517-17.518 +7Q0 110.0 +700 410.0 +700 -110.0 +700 4106 Qstmns. 13.OA-14.519 +700 410.0 +7Q0 -1100 +ro.0 -1100 +700 .110.0 Soonest 11.864 - 13010 +700 410.0 -70D -1100 +70.0 .1100 +MO -110.0 Tagnt 39$17-418M +70.0 410.0 +700 .110.0 +70.0 -110.0 +70.0 .110.0 Custom Size 36517-39516 -70.0 -1100 +70A -1100 +70.0 .110.0 +70.0 .1100 EgmHze 35517-33.516 +70.0 410.0 +70.0 4100 +700 -110.0 +70.0 -1100 75 C Iom SQe 32517-35516 +700 .110.0 +70.0 .1100 +700 -IWO +70.0 -110.0 S1mvWd ROriew 29,St7-32516 +7D0 -1100 +700 -"OLO +70.0 410.0 +700 4W.0 Cmlom She 28517-29.510 +700 -1700 +70.0 .110.0 +700 4100 +700 -110.0 Soonest 24.864-28516 +700 4100 +700 -110.0 +70.0 AWO +700 .115 E"Wde 38.517 - 41.844 +70.0 .1100 +700 -110.0 +700 -11Q0 +70.0 -110.0 64 Custom See 35.517-30SIB +700 -110.0 +700 -t 700 +70A -1f00 +700 •110.0 Sbndud Ronew 33.684-35. +70.0 .110.0 +700 -1100 +70.0 -110.0 +70.0 -1f0.0 9138 Tallest - 41014 +7&0 -lima +70.0 1 "WO 1 +70.0 1 -1100 I+70.0 -1f00 ABLE 8: Olen Type 138,14 Baton Sash Desaiptw br 9twn Range®1Nmdav Height Shots Sash Height RmW@M Design Pressure lbaMz GO Level 3 WOdwv Buck W,ah lm) 10 24 32 11111361 40 235 Egmd-6te 11.394 *70,0 -7100 +7AO •10.0 +70.0 -110.0 -700 -1100 +70.0 -110,0 +70.0 Slamhrd Collage 14,517. 15170 -70.0 •110.0 +70.0 410.0 +700 -110.0 -70.0 -IWO +70.0 -110.0 +703 2B Equal4le 11583-t4.516 +70L0 -110.0 +70L0 41Q0 +70.0 4100 +7Q0 4100 +70.0 -1100 +70.0 Standw!P.. 11+377.11.582 +70.0 .1100 +70.0 .110.0 +70.0 1 -110.0 +70.0 410.0 +70.0 .110,0 +70,0 Talent 23.517-M-216 +700 .110.0 -70.0 -110.0 +70,0 -1100 +70.0 -1100 +70.0 -1100 +]0.0 Sla "dColtage MOWS 23.518 +70.0 -110.0 +70.0 410,0 +70.0 1 -110.0 -70.0 41Q0 +70.0 .110.0 +70.0 37.375 Equ"e 17.517-20.957 +70.0 .110.0 +70.0 4100 +70.0 •110.0 +70,0 •110.0 +70,0 -llao +70.0 Sanded Pw 14.517-17.516 +70.0 .110.0 +700 .110.0 470.0 -110.0 +70D .1100 -70.0 .1100 +70.6 Shortest 11.377-14.510 +70.0 410.0 +70.0 4100 +70.0 .110.0 470.0 410.0 +700 -110.0 +70.0 Tallest 27sM-31.911 +700 -110.0 +70.0 410.0 +70,0 -110.0 +M.0 -1 mm +70.0 -1100 +7Q0 Qatom Size 26517.27582 +700 .1100 4700 -1100 +700 -1100 +700 -1100 +70.D -7W0 +700 Standard Cottage 23517-26.516 +70.0 -110.0 +700 41D.0 +700 -110.0 +7Q0 410.0 +70.0 -1100 +70.0 44 EqualSte 20.517-23.518 +70.0 -110A +70.0 -1100 +700 -1100 IMO -1100 +700 -110.0 +700 Standard Pl iew 17,517 - 20.516 +70A 4100 +70.0 4100 -700 .1100 -70.0 410.0 +70.0 -110.0 +70.0 Cmtem Size 14.517. 17.516 +700 -110.0 +700 -110.0 -70.0 .110.0 +70.0 -1 W.0 -70.0 -1100 +70D Shaest 11.377-14.516 +70A -110.0 +700 410.0 N0.0 .110.0 +70,0 -1100 +70.0 -110.0 +70.0 Tellem 31.503 - 35.911 +700 -110.0 +70,0 1.110.0 1 +700 1 -1 WO +70.0 -110.0 +700 -110.0 +70.0 Standal WIW 20.517-31.582 +70,0 -110.0 +700 4100 +70.0 -1100 +70.0 -110.0 -700 -110.0 +70.0 E4m1-0ta 20517-28,516 +7Q0 .1100 +7aO .110.0 +700 .110.0 +7aO -1100 +700 -110.0 +700 48 Standard Pm 17.517-2OSW +70.0 -110A +70.0 .110.0 +70.0 -IWO +70,0 1 -110.0 -700 -110.0 +700 Cmlm She 14.617.17610 +7Q0 .110.0 +700 -1100 -MO -110.0 +70.0 -1100 +70,0 .110.0 +70.0 Q tomo Sae 12.517-14 SIB +7410 1 .1100 +70.0 410D +700 -1100 +70.0 -1100 +700 -11nO +700 SWwt 11377-12578 +7Q0 I -1100 +700 4100 +700 -110.0 +700 -110.0 +70.0 .110.0 +70A p Tallest 33208.37.538 N0.0 .110.0 +70.0 -110.0 -70.0 -110.0 +7QO 4100 +70.0 -110.0 +70.0 f$� Standard Collage 26517-33207 +700 .110.0 +70.0 -110.0 +70.0 -1100 +70.0 .1100 +700 -110.D +700 Equ kt. 235t7-2D 516 +70.0 -110.0 +7QO .110.0 +700 4100 +70.0 410.0 +70.0 -110.0 +70.0 m d9.625 pslom Sae M517.13.518 N00 -1100 +70.0 -110.0 +76A -110.0 +70,0 410.0 +70.0 -4100 +7Q0 g Standard PWinw 17517-20.SIB +70.0 -110.0 +700 -110.0 +7Q0 -110.0 +70.0 •110.0 +70.0 -7/0.0 +70.0 C.I mSae 14:517.17518 +700 -1100 +70.0 1 -110.0 +70.0 -IWO '+7Q0 -1100 +70.0 -ItOa +70.0 Cmlem S'ae 72517-14516 +70.0 -1100 +70.0 410.0 +70.0 -110.0 +70.0 -11Q0 +700 -1100 N0.0 31,517- 36,516 1 +7Q0 02 1 CeOom She 120.517-23.5151+70.01.110.01+70.0 -n60 --70'a.0 sfa l 11.864. 13.018 +70.0 -110.0 +700 -1W +70.0 -0 +70.0 -WA Tdle.t 39.517-41.844 +70.0 -1100 +70.0 -110.0 •70.0 .1110 O +70.0 -/t00 ratan She 3B517-39.516 +70.0 -110.0+70.0 4100 +700 .1100 +70.0 -1100 75 +70.0 E'!"_ I 0AImShe 128.517.29.5101+7001.1W.01+7001-11001+7401-107 91+70.01.102-41+70.01.0091+70.01416.41 -1W B I +700 84 I I 91.70 I Talent I - - 41144 1 +MO 1-110.01 +7001-11001-70.0 1 -102.6 1 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 SEE TABLE 11. SHEET 10 FOR ANCHOR GROUP AND QUANTITY. '+ MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 AAANI"NNN\e. `�awlwpe^NINNNNNNNAAANNNNMAANNNNA nirvNN NV MA'AOAM\ aw VAVay _ ^ N N N _ N N N ry _ N N A A A tl O a M A P w n n_ n n n n n_ __ -_ _ i_ n n n n n__ n n n n n a1V MOp8 N N N N N N N N M M A N N N" M ...... ANhNN N A A N N N N ...... ........ A NH d A A t aw May n N n n N N N ^ N N N N N A^ N N N P e e N N N N N !'VI. e t t p JYNY'1H N N N N N N N N N N N N N N N N N N N N ry N N N N N N N N N N N N N N N N" h N N ryIN N NIN N N N N aw MCpe }y7 N N N n N N N N N N N N N N N N h n N A N N ! N N M ryIN N N h f e N nln \ n n aw V/.V�I N N N n N N N N N ^ N N N N N N N M NIN t t P N N A{N N\ Y M Y e\ JWOH N N N N N N N N N N N N N N" N N N N N N N N N N ry N N N N N N N ryIN N N N N N NIN N N N N N N N ,Q ri aw HEiVa N N N n N N N A M M N N N N N A N N N N N N N N ry V N N N Nry N N N V t N�N NIN t N A O A Nm N N N N n A V V t n N N N N N Y e\ m IYIYIH N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N'N N N N N N N N s aw Jape N M N N N N N N N N n M N N N N n M m N N N N N N N N M N N� N t Y NfN N M V N M t $E "haw OA�{I ^ ^n NNN^NNN nN n"N NnN Nn NNNNNN N�N niN N N N N N N N N N N N N N N ry N N ry N N N ry N N N �N ry N N N N N N S Ilw MRS N N N N N N N N N N N N N N N N N N N N N N n N N N N N N V n n N N;N N N N O 4 M M M M N V L 6 a*AM w ^ ^ N n n N N N n N N N" N n n N N N N N N n N N N N M N N N n N n NIN JPVV� N N N N N N N N N N N n N N N N N N N N N N N N N N N N N N N N N N N'N N NIN N N N N 3 aw JNpB N N N N N N N N N n N N N N ry N N N N N N N N N N N N N N N N O N n n N N N N N V O A N A N N tl N N V aV1 VAOVV n N N N_ N N N N N N^ N N N N N N ^ N N N N N n N N N A N NIN f e V N N A1N A O�O N V e\ IiOGOH _ __ n n n n _ n n n n n n_ n _ n n n n n n n n n n n n nIn n _�_ V MIN w" N N N ry M N N N N N N A N N N N N n N N N N N N N N N N h N N t n N N'N N N N O d NIIN N N N e N N V ma' NW mtas N N N N N N N N N M N N N N N N N N N N N N N N P N N N N�N " N N P e 5Ei al'Ip,Wtl 4 1#N*i N N N N N N N N N N N N N N N N N N N N N NN NN N N N N N N N " N:N N N n N N IN m N N N A M b ai W11 Mpg N N N NNN N N N NNNNNN NNNry NN\NNry N Nry NV NN NN NN"e f\jn NNNVfAO 1vY Ia1'1 QA n N^^ N N N n N N N N N N. N N A N N N n" N N A N N N N N n N N10 e V V N N N N N .'d N V O V V JO(I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N:N N N N N N N N v S IaImn N N N N N N N N N N N N N N N N N M A N N ry N N m N N N N N N N N N N , NIN ry N N V O NiN N N n O n n d N A A N N bma"mv ^ N n- N N N N N N N N ^ N N N N N N^ N N N N N N n N t e V M e V 1G{iYj{ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NIN N N N N N N N N N N N N N N aW aoNB N N N N N N N N N N n N N N N N N N N N N N N n N N N N N N Y N INN N N N t O N�n N n N e N N\ j aw d/NOV ^ ^ N n n N N N ^ N N N N N n n N N A N A N n N N N A N N N N n N N'N V e V N n A1N A eI\ A V e t a Q li{AA{ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ry ry N N N N N N N N N N N N N N N N N N N N W4pA N N N N N N N N N n n n N N N N N N n N N N N n M N N N N N N t N N N NIN N N N P e n N N N m V N N P EaW a aIY VnWV N^ n N N N^ N N N N N n N N M n A N^ N N N N N n N N N N A N m e t O m N NIN N lie N t e V 1plApp N N N N N N N N N N N N N N N N N N N N M ry N N ry N N N N N N N N N N NIN N N N N N1N N N N N N N N 3 aw drpB N N N N N N N N N N N N N N N N N N N N ry N N N N N N ry N ry N d N N n N I N N N N t O n1N A N N e N N V Q It1f�'iF� aw-NQV - N_ N N n ry N N N N N _ N N N N n N N n�N e e P N N N N N e e A P ^;n _1_ VI aYI nNPB NNNNNNNNN NNNNN N N NN" NNNN NNNNNN NNItt \V NAIN VNNe n � aw Vwav ^ N n N JVWMI -; nIn n aw VVpB N N N N N N N N N n N m N N N N N M N n N N n N n N n N N N N\ N N m NjN N N NI. tl N n A N n N N P aW VA�{I_ ^NNM^NNNNNN^NNNNNN_ NNJ N N N. n" N N N NI N V O t N N N NN V Pd F p^p bIV N {{Nyy 9 �f' AIN V hh M b N V in ��jj ill M n b uI b� m {�y� GS 1& t N b R 1R Qq N� b„ 19 N b$y JD IC N N M b N m (b b b n b S $5 �D b N b �R Iv`J m N b :n l� $N � b N — 'E .. .. IFJ id C n A R R R .N`, n s 9 F. m R � 3_ N R A R 3 R C z p S 19 n IB NaRJ A S_ � Si Fi�R W 19 i8 \ 91 %t U ^ YI fl ^ N I^el N ^ M N b Si N jC F N N G Gn i0 b f a'J N S bS - N N �q " ��z s1iRC �Fi9�id=e +iCRC`d?gi8�ld� = t0. it Ri 9,! zWpi :9W. WJ 18p91R;3' Ye N•dSG dISIi ��i��b OIi6 VJ 15��i6NpyJ�'�y�O�NN-'��'N'NNN�3Niy6bl-±Nn�U py goM gigU $YYd I9 !1 N b asN N N N b LS b I LG L O a ONIQ WO wBpN MMgt UM Hpw{I - �yla I {j i kill B y4i MM Mq N N N N N N N N". m N ry ry N M M M N" N N M iV m m C aw MOM n ^ N n^ N N N ^3N 1m N N N M M n N N M M M M- M N M N N M N m N N M M M O N M M M N M M N M N N O N P d M M M M M 4 M 4 M O P P 8 Rpm N N N N N N N N N111N N N N N N N N N N. NIN " N N N N N N m N N N M M M M M M N N M M M M M M M M M L C aWNi1Ba N N N N N N N M M M M N N N P M M N NIN O .1. M N N N 4 M M M N N N N 4 P P M M M P\ f f yry aW iMQV n - N- n N N N- 1 N N N N M M �` N N M M M M n N N M M M M M M M M M M 4 P• M 4! M 4! d liAVp{{ aw//aoe N N N N N N N N M N N N N N N N N N MIM N N M N M1 N N N N n a N N N N M N N N N N N M1 N N P N n N n ry ry M ry N N ry N N N N N N N n N N M M N N n N 4 N N M! M N M 4 4 HjODH > MOO N N N N N N N N N N N N N N NIN M{M N M N N N N N N "IN N "" M N N N N N N N n N N N N N N" N N" N N N . N N M N N N N N N N ry N N" N N N y UK N N N N N N N N N N N\ 4 M M M M M P f1 M 4 aw i/OQV - N N N- N N N N M M- N N M M- N N N M M M N M M M M O\ f U pppH N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Nq.a N N N N N N N N N M M M N'N h N M M M1N N N N M M N N N" N 4 M M M N N N N a d n M 4 M pq aW n n M R 4 yY 6 l aW i/CQV ^ N- n N N N- N N N 1V M N N M m M M M P d d M M n M M d 4 M 4 P 4 Hww+ N N N N N N N N N N N N N N N N N N NIN N M1 N N N N N N N N N N N N N N N N N N N N N N N N N b aw MUia N N N N N N N N N M M M N N N N M M M N N N N M M M N N N N N P M M M N N N N N M M M M P M aw./cQv N N N M M- N N M M M M M M M M 4 O uwAaq ... N N N N N N M M M N.N N ........ M N" N N M M N N N N N N Y M M M N" N N N P O M M M M M n M N� awi.VQV - - N^^ N N N- N N N1...... M M n M n N N M M M m M N M M M M n O d P M M M M M Y P M O O pia.w - - - - - - - - - - - - - - ^ - - - - n . - - - ' - - - - - - - - - n UWnq.a b N N N N N N N N N M M M N N N N M M M N N N N M M M N N N N N 4 M M N N N N O P M M M M M n M aw .bQV n - N-- N N N N N N M M- N N N M M IM - N N M M M M N N M M M 4 P M M M M M P! M y pp lai.aH N N N N N M N N N N N NIN I. N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ry aW mom N N N N N N NIN N M M M N!ry N N M M M N N N�N M M M N N N N N\ M M N N N N N 4 4 m N m M n 4 M m 4 aW .AOQV - n N N N- N Ni. M M- N N M - N N M M M n M N M M\ \ 4 M M M n M P d M 4 d! N N N N N N N N N N N N N N N N N -IN N N N N N N N N N N N N N N N N N N ry N N N N > aw M1lB ie N N N N N N" n ry�N N N M M M N N" N M M M N N N N N P M M'M N N N N N P P m M M M d M M d ag • aW D.bQV ^ n N- n N N N- N N N M M- N N M n M M- ry N M N M M n N M M M M M 4 4 P M M M M 4 P M 4 pFGI{'I N N N M N N N N N N N NIN N N N N N N N N N N N N N N N N N N N N N N N N" N N N N N M N N N 9 S N N N N N N M M M N N N N M M M N N N N M M M N N N N N P M M M N N N N ry P n M M M f M M d y kiwi a VVI.%YBiV " - ^ N- N N N N N N N M M- N N M M M M n N N M M N M M m M M P d 4 M n 4 P M P O d b pVBwi N NN N N N N N N N N Ni. . N N N N N N N N N N N . N N N N N N N N N N N N N N N N N N N N U' p awA s N N N N N N N ry N M M N NIN N N N M M N N N N ! M M M N N.. a d M m M M M M P I X aW BNQV ^ - N-- N N N- N N N N M M- N N M M M M- N N N M M M N M M M M M 4 4 d M M M M M P 4 M d d mp" N N N N NIN N N N N NIN N N N N N N N" N N N N- N N N- N N N N N N N N N N N u a{Y pBI.B N N N N N N N N N M M M N N N N M M M N N N N M M M N N N N N P M M M N N N N N M M M n d - N -IN N N N M M . M M M- N N M M M M M N M M M M M 4 P 4 M M M M M P - - p aW MYIBa N N N N N N N M M M N N N N n M M N N N N M M M N N N N N P M M M N N N N N! d M M M M M! n M P n A aWB/OQV - ^ N N N- N N N N M M N N M --- ---n- - - - - - - - - - ---- - - - - - - m #__ N N N ry N M M M N N N N M M M N N N N M M M N N N N N P M M M N N N N N tl P 1'1 M M M M d M M P ��faRRR—S.� i0 Y{ R N SI N h IG N 99 f^ N b h. r - N b V $ - � b N b - � $ S b b S s RRiC �iC RC -4 �F, 8 - P3`v - a iR �. - 1. 4 . n - e°� FI %. . - I- r n r . r- . r. r I. r- . . n . /- e. m . r n m\ a b N Si ii N YI N I a1 ' o�:� Ni ' SI N GCO .N�Wm N N N NG G YI O N N ^ G N N. G f% N :9 S O A9' Ce g.erpEsPi€E��EE€s�i�€Sad Lr� n€€aII,8 b~ 1Y �N NOaa a�a� y a aaa a e 6as N u "� d Iw{ wern� aaBe.aro�w, TABLE 11: Anchor Quanlllles Required for "Through•Frarne" IostallnUon Archore p6 Aech%GmupC N Wks 32 were I W W 40' Wmee 48' Wmeo 52-11w w" 54'wde 24' Wde 3Z WWe 36- Wpe 49'wee 4T WAe 4-f16' w mde zew,le 37 W Jamb F a rc . m 9 ATm P a d � m R fr Jmlb w c L a d 6' IS m Jemb c< gtt 1f a '6 E m 33II .hmb i d -T. li a a m Jame c¢ a a F m .emb ¢¢ m f B ar a m 3enb c i pmp a c it m Jamb Jamb amb ¢ f d 5 u Janb c¢ e F $a i .bmb Jamb ce ¢ L s a 3mh Jmnb 5 g m l Wa"TTpee 9-16 Ralnt. La4el Rl 6dlam Smh Gescalplmn brphlm Fangs Wmdor HeW Shown Smh Ha1911d RaeBe Unl s B a c y m S 8 a 8 m ¢ xZ d ¢ Z 2 m f E a m 215 Equa4de ll.3W 1 2 1 t 1 1 2 2 t 1 2 2 1 2 2 1 1 2 3 1 1 3 1 2 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 I 2 2 1 2 2 1 2 2 1 2 I I 2 1 2 SlmI C W 14.517-156N t 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 m Equme4de 11.593-14.916 f 2 1 1 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 1 1 2 2 1 2 2 1 2 2 2 1 2 2 3 2 2 3 2 1 2 1 1 I Stmtldl Pmdme 11377-11.562 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 T4am1 23.517.252% 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 1 1 3 2 t 3 2 1 3 2 1 4 2 t 4 2 1 4 2 1 2 / 1 2 Slmdal Cd V. 2a956-23.516 t 2 1 1 2 2 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2 t 1 2 2 1 3 2 1 3 1 2 3 2 2 4 2 2 4 2 1 2 1 1 2. 37.375 Eged4ae 17.517-20.957 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 2 2 3 2 2 3 2 3 J 2 2 3 3 2 3 ] 2 2 t 2 2 Wameatl Pmeew 1g517.17516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 Shdlem 11.377-14.516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 �1 t 2 2 2 2 2 �2 1 2 2 2 2 3 3 2 3 2 2 3 2 2 1 2 2 T4 27.593-31.911 1 3 1 1 3 2 1 3 2 1 3 2 1 ♦ 2 1 4 2 1 4 2 1 3 1 1 3 2 1 4 2 1 4 2 t 4 2 1 4 2 1 4 2 1 3 1 1 3 Clmam Sae 26517-27.50 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 Standard W". 23.517-25516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 3 f 2 3 44 Equ a 20.617-21516 2 2 1 2 2 2 2 2 2 I 3 2 2 3 2 2 3 3 2 3 3 2 2 f 2 2 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 2 1 2 2 Wamead Pm WIT 17.517-20516 2 2 1 2 2 1 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 t 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 3 3 2 2 1 2 2 Oaslem Ste 14 517 -17.516 3 2 1 J 2 2 3 2 2 3 2 2 3 2 3 3 3 J 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 Shme51 11.3T7-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 TOW 31.583.35.911 1 3 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 t 4 2 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 5 2 1 3 1 1 3 2 Standard Uuage 26517-31.562 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 1 2 3 2 2 3 2 2 4 2 2 4 2 2 5 3 2 5 3 2 3 1 2 3 Equd41le 20.517-25516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 1 2 3 2 2 3 2 2 3 2 3 4 3 3 4 3 3 4 3 2 3 1 2 3 a Stm el PmAew IT517-m616 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 J 3 3 3 3 3 $32 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 Cuslml She H517-17.5M 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 Omlgm She 12517-14516 3 2 1 3 2 2 3 2 2 3 2 2 J 2 3 3 2 3 3 2 3 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 d 4 3 4 3 2 1 3 2 E Shmeu ll.3T7-11516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 1 3 2 2 3 2 2 3 2 3 3 2 3 4 2 4 4 2 4 3 2 1 3 2 i• Tamal Mee-37.536 1 3 I 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 S I 1 3 1 1 ] y4 btandmd ddiepe 26.517-33207 2 ] 1 2 3 2 2 3 2 1 j 4 2 2 4 2 2 4 3 2 5 3 2 3 t 2 3 2 2 4 2 1 4 2 2 5 3 2 5 3 1 5 3 2 3 / 2 3 Equal4ae E3.517-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 ] 2 2 4 3 2 4 3 2 d 1 2 3 2 2 3 2 2 3 2 2 4 3 3 / 3 3 4 3 2 3 t 2 3 49Q5 Cmlgm Shs 10.51P-23516 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 2 1 3 2 EEEE ��ab Phrtea IF517-2ff.516 3 2 1 3 3 2 3 2 2 3 2 2 3 3 3 3 3 3 3 ] 3 3 2 1 3 2 2 3 2 2 J 3 2 ] 3 J 3 3 3 3 3 4 3 2 1 3 2 3 Qsldn Ste W517-R516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 4 3 4 4 3 4 3 2 1 3 1 CustmShe 12.517-14516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 43 4 4 3 4 3 2 1 3 2 Shalml 113A-IZ516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 4 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 2 4 4 2 4 3 2 1 3 2 Tdjwl 36.517-41.614 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 5 3 2 5 3 2 4 1 2 4 2 2 4 2 2 5 2 2 6 3 3 6 3 2 6 3 2 4 1 2 4 Stmede Cottage 315/7-ffi 516 3 3 t 3 3 2 3 3 2 ] 4 2 3 ♦ 3 3 5 3 3 5 3 3 3 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 3 Equtl4de 26W-31.516 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 4 3 5 4 3 3 ste e,d PmAew 23.517-26.516 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 3 3 4 4' 3 4 4 4 4 4 4 3 3 1 3 3 0 t]alam Ste 20.517-23.516 3 2 1 3 2 2 3 2 2 3 3 2 4 3 3 4 3 3 4 3 3 3 2 1 3 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 4 4 3 2 1 3 2 Qlslxen Ste 1T.517-20.5% 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 4 3 2 1 3 2 2 4 2 2 4 3 3 4 3 3 5 3 4 5 3 4 3 2 1 3 2 (ie34gl Ste 14.517-175% 4 2 1 d 2 I 4 2 2 4 2 2 4 2 3 4 2 3 0 3 3 4 2 t ♦ 2 2 4 2 2 4 2 2 4 3 3 5 3 4 5 3 4 4 2 1 4 2 Qmtam See t3017-14.5% 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 t 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 Shdtel 11.664-130I6 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 t 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 Tedmt M517-44W 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 5 2 3 6 3 3 6 3 3 6 3 3 4 1 3 4 2 Cue. Ste W.517-%.SW 3 4 1 3 4 2 3 4 2 3 4 2 3 6 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 5 3 3 4 1 3 EgaaH4e 35.St7-38516 3 3 1 3 3 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 4 2 7 4 1 3 5 ] 4 5 3 4 5 3 4 5 3 3 3 1 3 3 75 Qaslgnlbta 32.517-35316 3 7 t 3 3 2 3 7 2 7 9 2 4 4 7 I 4 3 J a J ] ] t 3 3 2 J 4 2 4 4 3 4 5 3 4 5 d 4 6 4 ] ] 1 3 3 2 Siamese Pmdae nev-32516 3 3 1 3 3 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 4 3 4 5 3 4 5 4 4 5 4 ] 3 1 3 3 Cumeom S¢e 2e517-29.51fi 4 J 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 4 4 3 4 3 1 4 3 2 0 3 2 4 3 2 4 4 3 5 4 4 5 4 4 4 3 / 4 3 2 Shalesl 25.516-06.516 4 3 1 4 3 3 4 3 2 4 3 3 4 J ] 4 3 3 4 3 3 4 3 i 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 5 4 4 4 3 1 4 J Equs 3e.517-41.6d1 3 4 1 3 4 2 3 4 2 4 4 2 4 5 ] 4 5 3 4 5 3 3 4 1 3 4 2 4 d 2 4 5 3 4 6 3 4 5 3 4 5 3 3 4 1 3 4 2 W a elan Ste 35517-38516 4 3 1 q 3 2 4 3 1 4 4 2 4 4 3 4 5 3 4 6 3 4 3 t 4 4 2 4 4 2 4 4 2 4 5 3 5 5 4 4 5 4 4 3 1 4 3 2 Steel"Plod4e 33 Me-M 5% 4 3 1 4 3 2 4 J 2 4 3 2 4 4 3 4 4 3 4 4 J 0 ] 1 4 3 2 4 3 2 4 4 2 1 4 3 ♦ 4 3 5 5 4 4 3 1 4 3 2 91 m TaleA • 41W4 4 4 1 4 4 2 4 q 2 4 4 2 4 4 3 d 9 3 4 5 J 4 4 1 4 ♦ 2 0 4 2 4 4 2 4 5 3 4 5 3 5 3 4 4 4 1 4 4 2 SEE TABLES 7 & 8, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. SASH HEIGHT = WINDOW SUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS1 i .6255" i I 1.483" OJ-CHANNEL FRAME HEAD/JAMB 3.483" �i-- .062" 2.444" L .6255" I .625" II II T II J-CHANNEL .625" 1.3175"(J�Iljl� O FRAME SILL 1 i 1.872" --� + 1.641" 1.630" .065" ytI .065" 1.376' 1.231" o�+- -�{ 1.000" O14 FIXED 16 SASH RAIL MEETING RAIL 1.483" OFLANGE FRAME HEADIJAMB 3.483" -A -- .062" Jn� 2.444" OFLANGE FRAME SILL --►{ 1.215" I1 .974" .035" OBALANCE 17 COVER �s 062" FIN FRAME 1.375" 3 HEADMAMB i i- 1.376" O60" 18 SASH STOP I SCREW COVER 3.483" 1 +- .062" D 24"' o OFIN FRAME SILL .519+0-'-I� J �.070" 19 LIFT RAIL INTERLOCK OEQUAL LEG FRAME HEADIJAMB OEQUALLEG FRAME SILL 2.176" .471" 050' 20 LIFT RAIL INTERLOCK COVER TABLE 12: Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/OH Frame Sll - J-Channel PVC 6 620106 SHIDH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SHIDH Frame SDI - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash StoplScrew Cover PVC 19 620156 Pull Rail Interlock 6005 T5 AI 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 At 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 606315 At 25 620152 HD Sash Reinforcement 6063 T6 At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 60300 Weatherstrip, .190" x .309' Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .22V PolyPile 33 61825 Weatherstrip Plug, .2W' Finseal 35 78XIMTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78)GTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 7FO63 T6 At 38 720210 Weep Hole Cover PVC 40 720)00= Constant Force Balance 41 #8 x 3/4' Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS (Part#I Description I Material TABLE 12, CONT.: Bill of Material, cont # Part # Description r Maier 45 720197 Auto Lock Mechanism C Ste 46 720198&9 Sweep Lock Cast Z 47 720195&6 Auto Lock Cover Assembly Cast Z 48 76X1180PTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Z 50 776X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tift Latch Finger Pull Cast 2 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast 2 64 720194 Sash Pull Handle With Latch Assembly Cast 2 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom-1 atch Strike Plate Cast 2 67 77858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 Backbeck ing, GE 7700 or Dow 791 or Dow 983 Silico 75 71646N Setting Block (718" x 1" x 1/8" ), 85 +/- 5 duet. EPDI 80 61012 Extruded Screen Frame Alun 81 61011 Roll-Fomred Screen Frame Alun 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key Wthout Pull Ring X 2 PVC 85 7CASPM 1 Tension Spring SS 86 61816C48 Screen Cloth Fibergl 87 61635161614 .140" Screen Spline (Machine/Hand Rolled) Viny -- 1- - I Acw thic I OFF. SWEEP LOCK 46 i 18 20 57 OR 58 i O 51 OR 52 55 i f i I O OPT. PULL RAIL 19 INTERLOCK & COVER (raj._./ oO i' "`JJI I � I 1 MITERED FRAME WITH i'••. INTERIOR AND EXTERIOR FRAME WELDS 18 72 X4 ., 50 , __ ___ __ __ 44 ? 14 RACH6S SO`-' 49 OPT. PULL H/ 64 WITH LAT AP 41 CONSTANT FORCE e BALANCE OR 140 O 43 42 43 SPIRAL BALANCE 67 `•`•~' 1 16 SASH 37 ASSEMBLY 6s DETAILS 38 -: --------A=ACHES TOBgI'A'VCE . 5 \ - �``