The URL can be used to link to this page

Home My WebLink AboutPW5520SCOPE: 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 "PW -5520 Vinyl" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed, sealed and dated 11/22/19, 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. VERTISEMENT: 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. 17-0614.09 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. i NOA No. 19-1126.10 MIMMADE Cts t�1'i'Y` Expiration Date: April 30, 2025 1 Approval Date: January 09, 2020 g Page 1 IAM E MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 "PW -5520 Vinyl" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed, sealed and dated 11/22/19, 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. VERTISEMENT: 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. 17-0614.09 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. i NOA No. 19-1126.10 MIMMADE Cts t�1'i'Y` Expiration Date: April 30, 2025 1 Approval Date: January 09, 2020 g Page 1 PGT Industries, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA9S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. D-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed, sealed and dated 6/9/17, by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.09) 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, Duraseal® 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. (Submitted under NOA No. 16-0629.12) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 E Manue,t fe z, P.E. Product Control E aminer NOA N' -1126.10 Expiration Date: April 30, 2025 Approval Date: January 09, 2020 HE PGT Industries, Inc. 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 5th Edition (2014) and FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.09) 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.09) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.12) ;1171-Y:111 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW -5520 Vinyl" PVC Fixed Window — L.M.I. approved on 08/04/16 and expiring on 04/30/20. Maau'e erez, P.E. Product Co` tr Examiner NOA o.19-1126.10 Expiration Date: April 30, 2025 Approval Date: January 09, 2020 E-2 PGT Industries, Inc. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed, sealed and dated 11/22/19, by Anthony Lynn Miller, P.E. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 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. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 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 & 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 6th Edition (2017), dated November 22, 2019, issued by Mfr., signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0614.09, issued to PGT Industries, Inc. for their Series "PW -5520 Vinyl" PVC Fixed Window — L.M.I. approved on 10/26/17 d expiring on 04/30/20. ManuPerez, P.E. Product Co I rol Examiner NOA �0 4- 4126.10 Expiration Date: April 30, 2025 Approval Date: January 09, 2020 E-3 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED 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 TEMPERED. IF— B, SEE SHEET 3 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 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 TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR A ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 4-13 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. B .ad - 6" MAX. —►- 7) DESIGN PRESSURES: TYP. EQUAL-LEG/BOX & A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME FLANGE FRAME 90° CORNERS) ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 6" MAX. —� MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN 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 OTHER 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-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) "PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GENERAL NOTES.........................1 DESIGN PRESSURE RATING ELEVATIONS.................................1 VARIES PER GLASS TYPE, SEE FRAME, GLASS & ANCHOR TABLES 4-13, SHEETS 6-10 OPTIONS .............................2 E HEEIGHTIGHT,, SEE INSTALLATION, FLANGE & � EQUAL LEG..........................3 TABLES 4-9 INSTALLATION, INTEGRAL FIN & J -C HAN N E L ..........................4 LIGHT GLAZING DETAILS ........................5 a7Ga DESIGN PRESSURES..................6-10 [if BOM & ASSEMBLY ....................... 11 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" CODES/ STANDARDS USED: MAX. O.C.\ SEE TABLES 4-13 IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE VARIES PER GLASS TYPE, SEE IMPACT RESISTANT TABLES 4-13, SHEETS 6-10 MAX. BUCK WIDTH SEE TABLES 4-9 _ i- -- (SHORT OR LONG SIDE) 1.25" MAX. 6" MAX. D, SEE _ _ --►! � ® MAX. O.C. SEE TABLES 4-9 SHEET 4 _ I MAX. BUCK HEIGHT, SEE - TABLES 4-13 I (LONG OR SHORT SIDE) A, SEE SHEET 3 6" MAX. 1 MAX. O.C. / SEE TABLES VISIBLE 4-13 LIGHT HEIGHT C MAX. O.C. SEE _J TABLES 4-9 C, SEE SHEET 4 D ® - —J 1.25" MAX. —►j I l TYP. INTEGRAL FIN & J -CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) \ MAX. O.C. SEE�S TABLES 4-9 LIGHT WIDTH SHORT SIDE) 6" MAX. 1 r MAX. O.C. —�_ -'-- 6" MAX. 1.2MAX, 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION OASTM E1300-09 °ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION cALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 _ (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH ►� MAX. O.C. SEE TABLES 4-9 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORTa SIDE) 1 1.25" MAX MAX. O.C. SEE TABLES 4-9 ° MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) —.- � — 1.25" MAX. J -CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. LLI VISIBLE CK / LIGHT WIDTH E HEEIGHTIGHT,, SEE � rn TABLES 4-9 VISIBLE i - LIGHT (LONG OR C, SEE SHEET 4 D ® - —J 1.25" MAX. —►j I l TYP. INTEGRAL FIN & J -CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) \ MAX. O.C. SEE�S TABLES 4-9 LIGHT WIDTH SHORT SIDE) 6" MAX. 1 r MAX. O.C. —�_ -'-- 6" MAX. 1.2MAX, 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION OASTM E1300-09 °ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION cALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 _ (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH ►� MAX. O.C. SEE TABLES 4-9 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORTa SIDE) 1 1.25" MAX MAX. O.C. SEE TABLES 4-9 ° MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) —.- � — 1.25" MAX. J -CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. LLI VISIBLE nab LIGHT WIDTH � rn i VISIBLE i- ti LIGHT o o a7Ga HEIGHT [if CV LO C, SEE SHEET 4 D ® - —J 1.25" MAX. —►j I l TYP. INTEGRAL FIN & J -CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) \ MAX. O.C. SEE�S TABLES 4-9 LIGHT WIDTH SHORT SIDE) 6" MAX. 1 r MAX. O.C. —�_ -'-- 6" MAX. 1.2MAX, 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION OASTM E1300-09 °ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION cALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 _ (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH ►� MAX. O.C. SEE TABLES 4-9 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORTa SIDE) 1 1.25" MAX MAX. O.C. SEE TABLES 4-9 ° MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) —.- � — 1.25" MAX. J -CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. LLI �m in nab � rn O0 i- ti Q o o a7Ga Ur [if CV LO -,t O co —, L? J OS Q LL � MGJr 5 GN Fw- Z 00 L7 O C) u - O z j w O .- W 0 N Q aa4S Z W ~ O z Q � z a oaS LL O X LL _ Q o 0-1� w L' w U >- z w o aµilasaa sauaS a 9 `ve y/ ° f Y • i� O .�, No. 58705 a L_ J01 �) ~TATE 01- . Ufa° •.....° r;� r; Ftp A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1: Glass Type Description l able T # 7 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4 8 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 5 9 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 10 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 11 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 7 12 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated, (2) Lites of 3/16" A Glass with .090" PVB Interlayer 8 13 1" Laminated I.G.: 3/16" T Extedor Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 9 14 . 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Interlayer 10 15 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 11 16 1'" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 12 17 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 13 TABLE 2: ANCHORS INSTALLED THROUGH FRAME Group Anchor I Substrate I Min. Edge Distance I Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-318" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33- 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0,050" #10 Trusshead SMS 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2,85 ksi) V 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" I -1J4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 34l 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0,063" or 410 S. S.) 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) V, 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) ill 1-318" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) V 1-3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) i'i 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1.1 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-112" 1-314" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator 1 Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 1 Grouted CIVILI, (ASTM C-90) 2" 2" TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOL@ PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS@ INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL 0 FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 0 Min. Edge Min, Group Anchor I Substrate I I Distance I Embedment* E 2-1/2" x -131" Common Nail P.T. Southern Pine (SG= -55) 3/81, 2-7/16" 410 Screw 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" INTEGRAL FIN 57 ksi P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Elco UltraCon@ #10 Trusshead SMS Aluminum, 6063-T5* 3/8" 0.050" 410SS Elco CreteFlexCR (steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) 6063-T5 Aluminum or 410 S.S.) Steel, A36* 3/81, 0.0501, F 36 ksi 58 ksi Gr. 33 Steel Stud P.T. Southern Pine (SG=,55) 9/16" 1-3/8" 45 ksi #12 SMS Aluminum, 6063-T5* 3/8" 0.063" (steel, 18-8 S.S. Steel Stud. Gr. 33* 3181, 00501, or 410 S. S.) I Steel, A36* 3118" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOL@ PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS@ INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL 0 FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 0 Min. F, R�D�- BOX OR EQUAL FLANGE =,=, " LEG 15::J 60 ksi 95 ksi 410 Screw J -CHANNEL 110 ksi INTEGRAL FIN 57 ksi 96 ksi Elco UltraCon@ ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 6-10. 1 LONGLONG LONG SHORT SIDE SIDE SIDE SIDE 0 F- 0� Uj0 z: U) U) Lu 0 U) LONG LONG LONG LONG LONG 0 SIDE SIDE SIDE SIDE y SIDE z IF- F 0 X Lu Cf LIJ awl X Lu 00 Lu 09 00 C0 U) U) U) L 0—— * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Material Min, Fy Min. F, Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator@ 57 ksi 96 ksi Elco UltraCon@ 155 ksi 177 ksi 410SS Elco CreteFlexCR 127-4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi ne, CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 VINYL FIXED WINDOW NOA (LM&SM) 9/9/14 k -d GLASS/ANCHORS/FRAME OPTIONS 1".)�1JROSOWSKII PW -5520 k'd NTS 1t 2 OF 11 JX21 MD -5520.0 I fl B E NO CHANGES THIS SHEET A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILSFOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. NOTE 2, THIS SHEET. OPTION 1 EMBEDMENTSEE EMBEDMENT ANCHORED THROUGH EDGE DISTANCE 1/4" MAX. — �—MAX 1/4 --�- -�— FRAME INTO 2X WOOD SHIM SHIM — FRAME OR BUCKSTRIP. 2 U ` SEE NOTE 2, THIS SHEET. 1 EDGE d= EDGE EMBEDMENT DISTANCE 5 DISTANCE FLANGE 1 FRAME SHOWN TYP. ANCHOR TYPE, � MAX. a e Q �L 1" THICK I.G. V vvv I TYP. ANCHOR TYPE, EMBEDMENT AND 2 SHIM EMBEDMENT AND EDGE SHIM DISTANCE PER \ I EDGE DISTANCE PER SUBSTRATE, SEE TYP. ANCHOR TYPE, SUBSTRATE, I 6 EMBEDMENT AND EDGE DISTANCE PER SEE TABLE 2, SHEET 2 a TABLE 2, SHEET 2. n a SUBSTRATE,SEE a, 5 TABLE 2, SHEET 2. DE 7/8" THICK I.G. D —. FLANGE EXTERIOR I VISIBLE LIGHT WIDTH 7 EQUAL- ° FRAME ID_ LF NOTES: SHOWN RAMEX 7/8" THICK I.G. BUCK WIDTH SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN VISIBLE BUCK 1-1/2" THICK ARE TO BE CONSIDERED 1X 1/4" MAX. —®j HEIGHT LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR #12 STEEL 1/4" MAX. SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SMS (G5), SEE BUCKS DEPICTED AS 2X ARE 1-1/2" THICK ORTABLE 2, SHEET 2. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE I'i ODtls A ,Z,IyEO DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 3 r i ENGINEER OR ARCHITECT OF RECORD. � I z G th 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED L'x 1"THICK LG. TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EQUAL I FLANGE FRAME SHOWN `��ddd LFRAMEX NO CHANGES THIS SHErz_T. SHOWN j I TYP. ANCHOR TYPE, o o EXTERIOR � EMBEDMENT AND EDGE DISTANCE PER � D EXTERIOR D � 4 SUBSTRATE, SEE 707 INSTALLATION INSTALLATION EQUAL- TABLE 2, SHEET 2. OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL FRAME 1/4" MAX. SHIM SHOWN 1070 TECHNOLOGY DRIVE 0 N. VENICE, FL 34275' (941)-480-1600 No58705 EMBEDMENT ® < ad VISIBLE LIGHT FORMULAS CERT. OF AUTH. #29296 _ w ' INSTALLATION WIDTH: BUCK WIDTH -4-3/16° VINYL FIXED WINDOW NOA (LM&SM) 9/9/14 !� <.,r:'.•°;' OPTION 2 HEIGHT: BUCK HEIGHT - 4-3/16" ,. �/' S ANCHORED THROUGH EDGE DISTANCE FLANGE & EQUAL-LEG/BOX FRAMES e J ROSOWSKI C" FRAME DIRECTLY INTO VERTICAL SECTION B -B c CONCRETE/CMU. �' > PW -5520 NTS 3 OF 11 oz MD -5520.0 B A. LYNN MILLER, P.E. P.E.#5s7o5 INSTALLATION DETAILS FOR INTEGRAL FIN & J—CHANNEL FRAMES INSTALLATION INSTALLATION - OPTION 6 OPTION 5 1/4" MAX. SHIM --�- �- ANCHORED THROUGH --��114" MAX. ANCHORED THROUGH INTEGRAL FIN SHIM INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. �"- EDGE DISTANCE ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD EMBEDMENT I FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SEE NOTE 2, THIS SHEET. i FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. -- EDGE3 EDGE DISTANCE DISTANCE 5 J -CHANNEL _� FRAME l a SHOWN ! EMBEDMENT TYPE, 1" THICK I.G. C TYP. ANCHOR 1/4" MAX. SHIM EMBEDMENTAND�pn =Fl TYP. ANCHOR TYPE, EDGE DISTANCE PER I EMBEDMENT AND EDGE SUBSTRATE, SEE TYP. ANCHOR TYPE, . 6 DISTANCE PER SUBSTRATE, TABLE 2, SHEET 2. SEE TABLE 3, SHEET 2. (SCREW SHOWN) INTEGRAL FIN EMBEDMENT AND - a 5 FRAME ❑, DISTANCE PER SUBSTRATE, (NAIL SHOWN) 00 7/8" THICK I.G. SEE TABLE 3, SHEET 2. J -CHANNEL EXTERIOR F SHOWN VISIBLE LIGHT WIDTH 7 (NAIL SHOWN) 7/8" THICK I.G. NOTES: FRAME SHOWN ® BUCK WIDTH - 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C—C j ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE � LIMITS. ANY INSTALLATION OPTION SHOWN MAY DADS APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS VISIBLE BUCK THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X LIGHT HEIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL 1/4" MAX. HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. �- 1/4" MAX. SHIM #10 OR #12 STEEL --.-I ►F - WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK SMS (G5), SEE SHIM OR GREATER. 1X AND 2X BUCKS (WHEN USED) TABLES 2 & 3, ppf ae (€ En- OSHALL SHALLBE DESIGNED TO PROPERLY TRANSFER SHEET 2. the Flood& 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 OPENING) IS :N 1" THICK I.G. REFERRED TO AS DAYLIGHT .m MEASURED FROM BEADING TO BEADING. FIN AND/OR RFLANGE EMOVEDnIN IN -FIE D I � NO CHANGES THIS SHEET. INTEGRAL FIN EXTERIOR EXTERIOR O TYP. ANCHOR TYPE, EMBEDMENT FRAME SHOWN ❑ n_ 0 3 AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. INSTALLATION OPTION 7 v INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN INTO METAL, SEE TABLE 3, SHEET 2. INTO METAL, SEE TABLE 2, SHEET 2. FRAME 1/4" MAX. SHIM SHOWN ; 1070 TECHNOLOGY DRIVE _ o o �� ' N. VENICE, FL 34275 INSTALLATION (941)-480-1600 .�;.-- OPTION 5 EDGE DISTANCE _ ANCHORED THROUGH` - INTEGRAL FIN INTO 2XCERT. OF AUTH. #29296 o WOOD FRAME OR VISIBLE LIGHT FORMULAS BUCKSTRIP. SEE NOTE 2, WIDTH: BUCK WIDTH -4-3/16" VINYL FIXED WINDOW NOA (LM&SM) 9/9/14 THIS SHEET. EMBEDMENT HEIGHT: BUCK HEIGHT - 4-3/16" 3 N 2 J -CHANNEL & INTEGRAL FIN FRAME o m J ROSOWSKI r �� ° i �s cL rrrtlll2�I,t� VERTICAL SECTION D—D Q, °i m � PW -5520 NTS 4 OF 11 z MD -5520.0 B U; A. LYNN MILLER, P.E. A. P.E.# 58705 —►{ 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE - 1/8" A GLASS - aEXTERIOR I V �l GLASS TYPE 7 5/16" A/A PVI 7/16" AIR SP 1/8" T G <A�lE —�% 7/8" NOM. GLASS TYPE 8 - 7/8" NOM. 5/16" AIA A/A PVB 3/8" AIR SPACE - 3/16" A_ GLASS- EXTERIOR GLASS TYPE 9 -� 7/8" NOM. -�— I 5/16" A/A PVB 3/8" AIR SPACE - 3/16" T GLASS- EXTERIOR ®- 1" NOM. 1" NOM. 1" NOM. ►- m 7/16" A/A PVB -- 7/16" A/A PVB 7/16" A/A PVB 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS --\3/16" A_ GLASS - aEXTERIOR G] EXTERIOR r] EXTERIOR EXTERIOR 80-83 • 80-83 80-83 80-83 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 7/16" A/A SG 3/8" AIR SPACE 3/16" T GLASS EXTERIOR 1" NOM. -►{ V\� it 1 GLASS TYPE 15 "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. 7/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS- �r l EXTERIOR 1" NOM. Vvd 11 1 GLASS TYPE 16 GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL ® FIN FRAMES 7/16" H/H SG 3/8" AIR SPACE - 3/16" T GLASS- EXTERIOR 1" NOM. GLASS TYPE 17 EXTERIOR X80-83 GLASS TYPE 10 1" NOM. i 1/ \� 11 1 GLASS TYPE 14 1/2" NOM.GLASS BITE TYP. /L /L G O c a O as TYP. GLAZING DETAIL 05 UTO IF H 0. Fy ' `., a� i ` A. LYNN MILLER, P.E. P.E.# 58705 2 U) m AOL 0 0 o a �aLo C� N N O rte,, -, Lr) g O OJ LL UMCJ(j U U o � 'ON oma H Z 00 U) 06 o> 2 C:) `- oLL z ° rn O 4aa4S O0 - (n Q I- 0 alz5 Q w o LL O U' -JN Z � U Z Q >;� > 0 aN!l 3773 saua5 05 UTO IF H 0. Fy ' `., a� i ` A. LYNN MILLER, P.E. P.E.# 58705 TARI 17,1- Window d - TARI F r, � U>) m Window Design Pressure, (+/_ ps f) Window Design Pressure, (+/- ps Use this tablefor Glass Type: 7 1/8" A Cap - Airspace - 8/16" A/A With PVB 8 Window 0 C5 Window OJ Long Side (in) Lf ) Ln g uMcacj J O LL CD Long Side (in) Dimensions r 51.05 54 56 58 62 64 68 72 76 80 84 87 Q 18 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 34 20 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 22 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 24 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 26 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 28 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 c 30 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 �, 32 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +J-50 +/-50 +1-50 +/-50 +/-50 in 34 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 0 36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Y' FOR E ANCHORS, 4" FOR F ANCHORS +/-50 38 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 40 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 THROUGH THE INTEGRAL FIN PER SHEET 4 42 +/-50 +/-50 +/-50 +/-50 +/-50 44 +/-50 +/-50 +1-50 +i-50 APPLIES TO A, B, C OR D ANCHORS APPLIES TO E OR F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 46 +I-50 +1-50 +1-50 48 +/-50 +/-50 15" 4" 51.05 +/-50 TARI F r, TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -►-- LONG SIDE SHORT �/ SIDE SHORT T SIDE �-�-- LONG SIDE SHORT LONG SIDE SIDE 1 I j SHORT �1 SIDE �- NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. V; SED s;u By NO CHANGES THIS SHEET. 0 s � U>) m nab Window Design Pressure, (+/- ps O Use this table for Glass TY pe 8 1/8" T Cap - Airspace - 5/16" A/A with PVB 0 C5 Window OJ —, Lf ) Ln g uMcacj J O LL CD Long Side (in) r Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Q 32 +/-50 +/-50 +11-50 +1-50 +/-50 +/-50 +/-50 +i.-50 +/-50 +/-50 +/-50 +/-50 +/-50 W 34 +/-50 +/-50 +/-50 +11-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-47.3 +/-46.7 Lu 36 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-47.5 +/-45.4 +/-44.6 z 38 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.1 +/-46.1 +/-43.9 40 +1-50 +/-50 +1-50 +1-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-48.2 +1-45.1 42 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.8 +/-47.4 44 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-48.9 46 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 +/-49.9 0 48 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 50 52 54 56 58 60.926 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEEP 4 +1-50 +/-50 +1-50 +11-50 +/-50 +1-50 +i-50 +/-50 +1_50 APPLIES TO A, B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEETABLE 3) + 50 +1 50 + -50 +/-50 +/-50 Y' FOR E ANCHORS, 4" FOR F ANCHORS +/-50 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -►-- LONG SIDE SHORT �/ SIDE SHORT T SIDE �-�-- LONG SIDE SHORT LONG SIDE SIDE 1 I j SHORT �1 SIDE �- NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. V; SED s;u By NO CHANGES THIS SHEET. 0 s No. E' � M1 1�`P1i, R! It1� A. LYNN MILLER, P.E. P.E.# 58705 � U>) m nab > O a 0 U N 0 C5 a oa OJ —, Lf ) Ln g uMcacj J O LL CD r ON 9MC7 LLJ z00 i U) 06 o W r > Q O Z 07 Q W z m N LL O m ® O W aauS N z _ cam!) z Q Lu LLJ ry aI°as O X ,L W z o N ~ J 0 Ln L? U z W > r) d aril asap sauaS No. E' � M1 1�`P1i, R! It1� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: TABLE 7: Y c/) ORIENTED VERTICALLY OR ' Window Design Pressure, (+/- psf) HORIZONTALLY AS SHOWN. I LONG SIDE Use this table for Glass Types: 9 & 10 3/16" A Cap - Airspace - 5/16" A/A with PVB 1/8" T Cap - Airspace - 7/16" A/A with PVB 3/16" T Ca - Airspace - 5/16" A/A with PVB Window — Window ry SIDE SHORT Long Side (in) Long Side (in) SIDE 7e J o Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 92 97 32 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50+/-50 +/-50 +/-50 +/-70 34 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 36 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 38 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 40 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 c 42 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 W D v 44 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 +/-70 rn 46 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-70 +/-70 +/-70 0 48 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-70 +1-70 +/-70 +/-70 cf) 50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 +/-70 +/-70 +/-70 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 +/-70 52 +/-50 +/-50 +/-50 +1-50 +/-50 54 +J-50 +1_50 +1-50 +/-50 APPLIES TO A, B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEE TABLE 3) 50 52 54 56 5$ 60.926 56 +1 50 +1 50 +J 50 58 +/-50 +/-50 15" 3.5" FOR E ANCHORS, 4" FOR F ANCHORS 60.926 +/-50 TABLE 7: TABLE DIMENSIONS MAY BE Y c/) ORIENTED VERTICALLY OR ' /_ s Window Design Pressure, ( p f) HORIZONTALLY AS SHOWN. I LONG SIDE Use this table for class Ty Pe: LONG 11 1/8" T Cap - Airspace - 7/16" A/A with PVB SIDE Window — ry SIDE SHORT Long Side (in) � SIDE 7e J o Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +i-70 +/-70 +11-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 O z 34 +/-70 +/-70 +1-70 +'-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 U- o X 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 W D c 42 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 a 44 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 v� 46 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 mac° 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 cr) 50 52 54 56 5$ 60.926 +/-70 +/-70 +/-70 +;-70 +/-70 +/-70 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 +/-70 +/-70 +1-70 +,'-70 +/-70 +/-70 +/-70 +1-70 +1-70 APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) +/-70 +/-70 +/-70 +1-70 +/-70 15.5" 4" +/-70 TABLE DIMENSIONS MAY BE Y c/) ORIENTED VERTICALLY OR ' HORIZONTALLY AS SHOWN. I LONG SIDE m LONG n i- ti o SIDE �-� LONG SIDE — ry SIDE SHORT � SIDE 7e J o + SHORT i 1 —® SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2) FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P-1,0 Ac'PtO. > NO CHANGES THIS SHEET. i; .o cr UU Y c/) ® LONG SIDE --►� ' SHORT ( I LONG SIDE m SIDE n i- ti o t SHORT — ry SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2) FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P-1,0 Ac'PtO. > NO CHANGES THIS SHEET. i; .o cr UU Y c/) m nab ry m 0 n i- ti o Q o o a, ry � O co � �n 7e J o 0 LL CD uM o�O 'ON �Z 00 (n o W .. 0.6 �M D O z Q W Oz m LL O ti rn O W 4aa4S ® c = Q z H W 01oas Q W 0' U- o X n- o Of ~(D z N Lo u z > W D d aµrl asaQ saua5 A. LYNN MILLER, P.E. P.E.# 58705 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG a|oE LONG SIDE SHORT Y SIDE | SHORT | SIDE LONG SIDE —=— SHORT Window Design Pressure, (+/- psfl 0w SIDE Use this table for Glass Types: 12 3/16" A Cap - Airspace - 7/16" A/A with PVB � SHORT Window SIDE Long Side (in) 0 L0 Dimensions 69.649 69.649 71 73 75 78 80 85 E 92 92 96 99 W 06 W LL co w 0- 55 THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL F] N PER SHEET 4 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL F] N PER SHEET 4 62 +/-70 +/-70 +1-699 +1-67.9 +!'=' 66 - +1_70 +/-70 +/-70 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG a|oE LONG SIDE SHORT Y SIDE | SHORT | SIDE LONG SIDE —=— SHORT Window Design Pressure, (+I- psf) 0w SIDE Use this table for Glass 13 | � SHORT Window SIDE Long Side (in) 0 L0 Dimensions 69.649 71 73 75 78 -F 80 85 86 89 92 5MG 99 W 06 W LL co w 0- 55 THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL F] N PER SHEET 4 APPLI ES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 66 - +1_70 +/-70 +/-70 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG a|oE LONG SIDE SHORT Y SIDE | SHORT | SIDE LONG SIDE —=— SHORT 0w SIDE SIDE | � SHORT SIDE NOTES: 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN, ROUND UPT0THE NEXT AVAILABLE SHORT OR LONG D—IMENSION 3)FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TxBLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. m p7 2�VISED 43 NO CHANGES THIS SHEET. 0 L0 LL 0 5MG W 06 W LL co w 0- TABLE 10: VTindow Dimensions Window Design Pressure, (+/- psf) Long Side (in) 71 89 THROUGH THE FRAME PER SHEETS 3 IE I NTEGRAL A N PER SHEET 4 APPLI ES TO B, C OR D ANCHORS Window Design Pressure, (+/- psf) (SEE TABLE 2) NOTAPPLICABLE FR*q Use this table for Glass 15 Window N ry Long Side (in) L0 e Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 ill 06 co 0 Lij LL Window Design Pressure, (+/- psf) Long Side (in) 71 89 THROUGH THE FRAME PER SHEETS 3 IE I NTEGRAL A N PER SHEET 4 APPLI ES TO B, C OR D ANCHORS Window Design Pressure, (+/- psf) (SEE TABLE 2) NOTAPPLICABLE FR*q Use this table for Glass 15 Window N ry Long Side (in) L0 e Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 ill 06 co 0 Lij LL CN ry +80!-86 +8 01-84 +80/-82.5 +80,1-80.1 +/-78.6 T, " MAX. 0. 86 89 THROUGH THE FRAME PER SHEETS 3 IE I NTEGRAL A N PER SHEET 4 APPLI ES TO B, C OR D ANCHORS Window Design Pressure, (+/- psf) (SEE TABLE 2) NOTAPPLICABLE FR*q Use this table for Glass 15 Window N ry Long Side (in) L0 e Dimensions 92 +8O/ -11U +O0 -1U3.4 +8D'1U47 +80-1OU-5 +O0-80-8 +0O+g3.5 +80/'SO�4 +8O/'O5.5 +80_52.O +OO/ -8O2 +/-78 Use this table for Glass Ty pe: SO +8O -11O +80'1U8.3 +8U/ -1O3-6 +80-9S�4 +8O/-S5�7 +80-92.4 +80/'8T-1 +0N'83.1 +80'8O.2 +/-77.h M C. SPACING IF ANCHORIN, SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 IE I NTEGRAL A N PER SHEET 4 APPLI ES TO B, C OR D ANCHORS Window Design Pressure, (+/- psf) (SEE TABLE 2) NOTAPPLICABLE FR*q TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 0m n|De LONG SIDE SHORT S|os ----------- � SHORT | SIDE ��— LONG SIDE —"— � | SHORT LONG n|os 3|oE � a*o*TGLASS TYPES 14 THROUGH SIDE | 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL 0 FIN FRAMES. NOTES: 1)BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UPTOTHE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL w1moOWS(SsESHEs o), FIND THE SMALLEST SQUARE WINDOW SIZE |w THE TAoLs(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. NO CHANGES THIS SHEET. Window Design Pressure, (+/- psf) FR*q Use this table for Glass 15 Window N ry Long Side (in) L0 e Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 ill 06 co 0 Lij LL CN ry 58 +801-91.4 +80/-9&6 +80/-89 +80/-87.5 +80/-84.2 +80/-80.6 +/-78 +,1-76.3 +/-73.8 +/-70.2 ] E88 APPLIES TO B, C OR D ANCHORS NOTES: 1)BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UPTOTHE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL w1moOWS(SsESHEs o), FIND THE SMALLEST SQUARE WINDOW SIZE |w THE TAoLs(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. NO CHANGES THIS SHEET. FR*q N ry L0 e LL r Lu 06 co 0 Lij LL CN ry TABLE 12: TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT �I SIDE SHORT —� SIDE -�-- LONG SIDE -, SHORT i I LONG SIDE L[ SIDE f GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SHORT Imo_ J -CHANNEL OR INTEGRAL SIDE ® FIN FRAMES. TABLE 13: Window Design Pressure, (+/- psf) Use this table for Glass '� 7 3/16" T Cap - Airspace - 7/16" H/H with SG Type: Window Long Side (in) Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 36 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 40 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 42 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 44 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 48 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 50 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80l-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80J-110 51 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 54 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 56 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-'110 +80/-110 +80/-110 +80/-110 +80/-110 58 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 c.� 61 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 0 0 63 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 U) 64 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 66 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 68 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 70 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 72 +80/-110 +80/-110 +80!-110 +801-110 74 +80/-110 +801-110 +80/-110 76 +80/-110 +801-110 77.76 +80/-110 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. MAX. O.C. SPACING If ANCHORING SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO B, C OR D ANCHORS Window Design Pressure, (+!- psf) (SEE TABLE 2) NOT APPLICABLE 9.. � Use this table for Glass Type: 16 1/8" T Cap -Airspace - 7/16" H/H with SG rn Window o a GQ U N N Long Side (in) le J O Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 'ON 32 +801-110 +801-110 +8fl/-110 +801-110 +801-11fl +801-110 +80i-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80l-110 Q 34 +8DI-110 +8111-110 +801-110 +$DI -110 +801-110 +801-110 +801-11 D +$0l-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 W 36 +801-11fl +80/-110 +$flr'-11fl +801-110 +801-110 +801-110 +801-110 +$0/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 I— 38 +801-110 +801-110 +$fl/ -110 +$01-110 +$01-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 u- J z (� 40 +$01-110 +$0/-110 +801-110 +801-110 +801-110 +80/-110 +$0/-110 +801-110 +80/-110 +801-11 D +801-110 sagas c 42 +$01-11{3 +801-110 +801-110 +801-110 +801-110 +80/-110 +8fl/-110 +801-110 +801-110 +8fl/-110 44 +80l-110 +801-110 +8fl1-110 +801-110 +801-110 +801-110 +801-110 +80l-110 +80/-110 a rn 46 +$fl1-110 +80J-110 +801-110 +801-110 +80/-110 +$0/-110 +$01-110 +80l-110 0 48 +$fl/ -110 +$fll-11fl +$01-11fl +$fl1-110 +$OJ -110 +80/-110 +801-11fl � 50 +$0l-110 +8fl1-110 +$fll-11fl +BDI-110 +801-110 +SO/ -110 52 +80/ +80/ +$0i-110 +801 +80/ +801-11fl +80l-110 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 5z} +gfli_i 10 +$01_110 +801-110 +8D1-110 APPLIES TO B, C ORD ANCHORS jSEETABLE2) NOTAPPLiCABLE 56 +$D;-11fl +$01-110 +$fll-11D 58 +$DI1111 +$01110 60..926 +801-110 MAX. O.C. SPACING If ANCHORING SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE 9.. P -R tI` ED as e ; iia¢a Fb a 13uimik' � B . ;r>,'i i NO CHANGES THIS SHEET. 0 W Y i//)) m nab{ d7 � rn o a GQ U N N O M le J O LL 0 uMCJ� Ld 'ON IW- z dam- (n O �W 06 9Ma C:) r z rn Q U) L� O z � Q O O H rn O W 4aays ® ry 0 = Q z I— W a GDS W � LL O X 0- o F-: u- J z (� N � LLJ u Z > W o a aRll 'asaN sagas gq= 4-1 S r r� E 0, S s- A. LYNN MILLER, P.E. P.E.# 58705 FRAME ASSEMBLY DETAILS 1.376" .060" D5 ANCHOR COVER .864" .301 C7/8" BEAD .864" — .175" F 7 , 1" BEAD MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR O 3.500" —I — .062" O L -P I � 1.483" j .625" 10 J -CHANNEL FRAME STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS--\/ P a rt # I Description Material 80 Kommeding 4SG TPS Spacer System 620117 81 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer KLI-LKENUL 1 E61 KEFUK 16: 1- 1 L-25/11, 69bb & bWU SILICONE STRUCTURAL SILICONE <-1/4" NOM. FOAM WITH DESICCANT EXT. GLASS---\/ <� \--INT. GLASS KODISPACE OA C f--% 7 0 C 3.500" .062" O 1.483„ J .625" 02 FLANGE FRAME HOT -MELT BUTYL 3/16" NOM, BUTYL & DESICCANT FOAM INT. GLASS SUPER81 SPACER(§NXTTM 7ADI C 1A. EXT. GLASS--\ 3.500" .062" OL 1.483" C_ 1.375" O INTEGRAL FIN FRAME ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL '-- INT. GLASS O82 DURASEAL®R CMA�[=D EXT. GLASS # I Part # I Description Material 1 620117 J -channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC 6 720136 7/8" Glazing Bead PVC 7 720135 1" Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone [=8 1 71646N iSetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. I EF`DM NOTES: 1) SOME PARTS NOT SHOWN FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. 3) ITEMS # 8-73, 75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500" -1 .062" 1.483, 04 EQUAL LEG/BOX FRAME DESICCANT FILL AREA 5/16" NOM. !��SILICONE SEAL XL EDGE TM 83 SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 nCR (941)-480-1600 CERT. OF AUTH. #29296 VINYL FIXED WINDOW NOA (LM&SM) 9/9/14 BOM & ASSEMBLY o m J ROSOWSKI PW -5520 NTS 11 OF 11 G z MD -5520.0 INT. GLASS pplo�_J7UCF REVISED as otmoyisq vnaa am F10MA ' viidmg 0Ltde Act t4a NO CHANGES THIS SHEET Mc" % A. LYNN MILLER, P.E. P.E.# 58705