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HomeMy WebLinkAboutAPPROVED 20-0401.16.PW 5500MIAMI•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/bgilding 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 C dated 03/16/20, 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 filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 19-1126.10 and consists of this page 1 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. 20-0401.16 Expiration Date: April 30, 2025 Approval Date: August 06, 2020 T7/30120 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. 14-0930.25) 2. 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 and sealed 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 5' 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 Manuel Perez, P.E. Product Control Exa�i16 � NOA No. 20- 01.16 Expiration Date: April 30, 5 Approval Date: August 06, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 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°i Edition (2017), dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 19-1126.10 2. Statement letter of no financial interest, dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 19-1126.10 3. Proposal issued by Product Control Section, dated 06/26/14, 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) 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. ap d n 10/26/17 firing on 04/30/20. �/rl'a I t r O n . Manuel Perez, P.Y. Product Control ExCa Id NOA No. 20-Expiration Date: April 3, Approval Date: August 06, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision C dated 03/16/20, prepared by manufacturer, signed and scaled 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 Dowsa 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 FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 09/18/14, 04/07/15 and updated on 03/19/20 to the new FBC 7' Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) f Manuel Perez, P.E. Product Control Exa Fr � NOA No. 20- 01.16 Expiration Date: April 30, 5 Approval Date: August 06, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 SentryGlas® Xtrafm (SGXTn 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' Edition (2017) and the FBC 7' Edition (2020), dated March 16, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 16, 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. 19-1126.10, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window L.M.I. approved on 01/09/20 and expiring on 04/30/25. Manuel Perez, P.E. Product Control E ,n r NOA No. 20- 01.1 Expiration Date: April 30, 5 Approval Date: August 06, 2020 E - 4 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, 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. r 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD I BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) 1 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK fr DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). A 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 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 1S BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX. O.C. SEE TABLES 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 4-13 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 --no 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME 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. 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; DEWALT ULTRACON+ NOA; ELCOIDEWALT CRETEFLEX NOA; ELCOIDEWALTAGGRE-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.-..... .................. I ELEVATIONS.................................1 FRAME, GLASS & ANCHOR OPTIONS .............................2 INSTALLATION, FLANGE & EQUAL LEG..........................3 INSTALLATION, INTEGRAL FIN & J-C HAN N EL..........................4 GLAZING DETAILS ........................5 DESIGN PRESSURES ...... .............6-10 BOM & ASSEMBLY ...................... A l VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3116" HEIGHT: BUCK HEIGHT - 4-3/16" CODES / STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) --� MAX. O.C. SEE ��- - TABLES 4-13 i VISIBLE LIGHT WIDTH 6" MAX. D, SEE SHEET4 MAX. BUCK HEIGHT, SEE _�. TABLES 4-13 I (LONG OR SHORT SIDE) VISIBLE LIGHT A, SEE HEIGHT SHEET 3 MAX. Q.C. SEE TABLES 4-9 6" MAX. --] ;I-- TYP. EQUAL-LEG/BOX & FLANGE FRAME (900 CORNERS) MAX. O.C. SEE TABLES 4-13 ­_.._--- --L - 6" MAX. • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION n ASTM E 1300-09 ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2016 • AISI S100-16 • AISC 360-16 6" MAX. ----�� 6" MAX. MAX. O.C. SEE TABLES VISIBLE 4-13 LIGHT HEIGHT MAX. BUCK HEIGHT, SEE TABLES 4-9 VISIBLE (LONG OR LIGHT WIDTH SHORT SIDE) MAX. O.C. —^ I¢ 0 MMA. SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) TYP. EQUAL-LEGIBOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) 1.25" MAX. IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER GLASS TYPE, SEE TABLES 4-13, SHEETS 6-10 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) MAX. O.C_ SEE TABLES 4-9 VISIBLE LIGHT WIDTH 1.25" MAX, VISIBLE ' LIGHT C. SEE HEIGHT SHEET 4 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) D ---a- — — 1.25" MAX. -- 1 /— TYP. INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) r- 1.25" MAX. I MAX. O.C. SEE , O.C. I TABLES 4-9 TABLES 4-9 VISIBLE i LIGHT HEIGHT MAX. BUCK / HEIGHT, SEE TABLES 4-9 (LONG OR VISIBLE SHORT SIDE) LIGHT WIDTH 4 1 —� �.— MAX. O.C. SEE TABLES 4-9 - �--- 1.25" MAX _ MAX. BUCK WIDTH SEE TABLES 4-9 _ (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) AN( CHORED THROUGH NAIL FIN) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.16 Expiration Date: 4/30/2025 - y - Xw Miam- ade Product Co rol C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE o TABLE. AK - 03116/20 a Y [/) nab 4 ai Q e1° 7 N O O C\1 O , EC) L0 0 Li Q GMD1Q U U LLI Z 00 U) QN oLU ZO s�na Z LL Z j W O ® rn 0 W ?aa45 W N Z 0 Z a WZ aroas X � a 'n M LU ELo Eta W Z � W C7 a alIjI •DsaQ Isapas �1��;IIIItirfrl�Ei. Na. 55705 I; ATE,ti_ TONAL 4� ;��� A. LYNN MILLER, P.E. P.E.# 513705 TABLE 1: Glass e Type Description Tadle 7 718" Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 1/&' A Glass with .090" PVB fnterlayer 4 8 718" Laminated I.G.: 118" T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 5 9 7/8" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 118" A Glass with .090" PVB Interlayer 6 10 718" Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 5116" 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 1,G_: 3/16" A Exterior Cap + 318" Air Space + 7116' Laminated; (2) Lites of 3116" A Glass with .090" PVB Interlayer $ 13 1" Laminated I_G.: 3/16" T Exterior Cap + 318" Air Space + 7116' Laminated; (2) Lites of 3116" A Glass with .090" PVB Interlayer 9 14 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7116" 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 3116" A Glass with .090" SG Interlayer 11 16 1" Laminated I.G.: 1/8" T Exterior Cap + 711 6"Air Space + 7116" Laminated; (2) Lites of 3116" H Glass with .090" SG Interlayer 12 17 1" Laminated I.G,: 3/16" T Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Lites of 3116' H Glass with .090" SG Interlayer 13 TABLE 2: ANCHORS INSTALLED THROUGH 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` 318" 0.050" Steel Stud, A653 Gr. 33* 318" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" 3/16' steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 7116" 1-3/8" Concrete (min. 3 ksi) 1" 1-318" 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 3116" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-114" B #12 SMS (steel, I S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-3/6' Steel, A36* 3/8'. 0;050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0,063" 1/4" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Creteflex P.T. Southern Pine (SG=0-55) 1" 1-318" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-318" 1/4" steel Ultracon Concrete (min. 2.85 ksi) V 1-314" Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" C 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-3/16" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-114" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-112" 1-3/4" 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2-112" 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3,35 ksi) 2-1/2" 1-314" Ungrouted CMU, (ASTM C-90) 2-112" 1-114" 1/4" steel Aggre-Gator Concrete min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 319" 2-7/16" 2-112" Ring -shank Roofing Nail P.T. Southern Pine (SG=_55) 318" 2-7/16" P #10 , 16-8 SMS or 410 S.S..)) (steel, 8 P.T. SouthernPine (SG=.55) 1/2" 1-318" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 318" 0.0451" (18 Ga.) Steel, A36* 318" 0.050" #5M5 (steell,, 18-B S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9116" 1-3/8" Aluminum, 6063-T5" 318" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 318" o.050° * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. * MIN_ OF 3 THREADS BEYOND THE METAL SUBSTRATE. "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL@ PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL O FIN FRAMES, WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: jo0hpE FLANG r 5- OR BOX AL EQUAL LEG ❑D �� J CHANNEL �Q Lj INTEGRAL �Q lix 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. LONG LONG LONG SHORT SIDE SIDE SIDE { SIDE }� ------ � T I I 1 1 i I I I i _ I X LIJ i t i jX 0Oo i I/% i� % O0 co I I i w (A LONG LONG LONG LONG LONG (9 G/ i- SIDE SIDE I ` SIDE { f* SIDE -i SLOE �----__�-___ ---------- ---- --- TI I r_ ---� r-- --- --� I I I ~a ua ! rr u1 1 I u., ! w l I ua o�E O� fn t 2 to l 9 2 Cl3 cq M co I I Cn U7 ! I U7 i 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/DeWalt Aggre-GatorO 57 ksi 96 ksi Elco UltraCon@ 155 ksi 177 ksi 3116" DeWalt UltraCon+@ 117 ksi 164 ksi 1I4" DeWalt UftraCon+C) 148 ksi 164 ksi 410 SS ElcolDewalt CreteFlex(b 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 1070 TECHNOLOGY DRIVE jkTo N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 VINYL FIXED WINDOW NOA (LM&SM) p 919114 fv1 GLASSIANCHORS/FRAME OPTIONS I'MI J ROSOWSKI I PW-6520 �] NTS Ifi� 2 OF 11 �zt MD-5520.0 1A C PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0401.16 Expiration Date: 413012025 By: Y��r Miam�-ade ProducX-Cofrtrol C) REVISED ANCHOR TYPE TABLE. o AK - 03116/20 :y A. LYNN MILLER, P.E. P.E.# 58705 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. EDGE DISTANCE FLANGE FRAME SHOWN C _ EMBEDMENT © 1 /4" MAX. 2 SHIM TYP. ANCHOR TYPE; EMBEDMENT AND 6 EDGE DISTANCE PER O Q SUBSTRATE, ---(5) TABLE 2, SHEET 2. BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a EQUAL- LEG/BOX FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 7/8" THICK I.G. LInTC0- INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. EMBEDMENT 1/4" MAX. __ • � SHIM EDGE e ' DISTANCE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME. AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. �--+-[ -' EMBEDMENT 1 /4 MAX. SHIM ii �n y a EDGE DISTANCE 4 TYP, ANCHOR TYPE, ° g "I.G. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE �Q Q� VV MENT AND 1THICK EMBED DISTANCE PER _ - e ' • ; — EDGE DISTANCE PER SUBSTRATE, a . a•e ° SUBSTRATE,SEE SEE TABLE 2, SHEET 2. TABLE 2, SHEET 2. e.. ©O Q 7/8" THICK E.G. -_� D FLANGE EXTERIOR _ VISIBLE LIGHT WIDTH FEQUAL- RAME LEGIBOX SHOWN - - BUCK WIDTH FRAME SHOWN 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 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. HORIZONTAL SECTION A -A DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. 1 /4" MAX. SHIM #10 OR #12 STEEL 114" MAX. SHIM --' SMS (G5), SEE TABLE 2, SHEET 2\ 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERREDIQ TO AS DAYLIGHT OPENING) IS MEASURED FROM l�� L� 1" THICK I.G. BEADING TO BEADING. EQUAL _ FLANGE J FRAME IFRAME X SHOWN TYP. ANCHOR TYPE, NEMBEDMENTAND E 0 EXTERIOR 0 EDGE DISTANCE PER 15 SUBSTRATE, SEE INSTALLATION INSTALLATION TABLE 2, SHEET 2. _ OPTION 4 OPTION 4 ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL d • a. . e z e a d r----1/4" MAX. SHIM ". EMBEDMENT a h 6 VERTICAL SECTION B-B EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3116" HEIGHT: BUCK HEIGHT - 4-3116" 1070 TECHNOLOGY DRIVE N, VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 VINYL FIXED WINDOW NOA (LM&SM) 9/9I14 FLANGE & EQUAL-LEGIBOX FRAMES Qm J ROSOWSKI PW-5520 NTS � 3 OF 11 � 6 MD-5520.0 Id C PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0401.16 Expiration Date: 413012025 By. Ma f� —1 � Miam Qade Produc)VCohtrol C) NO CHANGES THIS SHEET. AK - 03/16/20 c .N a w �y No. 8: '()5 S iATE 1C E rCf !'1d1111110% A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP: SEE NOTE 2, THIS SHEET. I- EMBEDMENT 1/4" MAX. SHIM EMBEDMENT --�- i EDGE DISTANCE EDGE DISTANCE J-CHANNEL FRAME ��- SHOWN 1 fl 11/4" MAX. SHIM TYP, ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE, SEE 6 4 DISTANCE PER SUBSTRATE, ly/J-1\ TABLE 2, SHEET 2, SEE TABLE 3, SHEET 2. (SCREW SHOWN) BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR INTEGRAL FIN FRAME SHOWN a INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. 7/8" THICK I.G. 1" THICK I.G. (NAIL SHOWN) NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, 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. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" 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. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) 1 /4" MAX. SHIM EDGE - DISTANCE J-CHANNEL FRAME SHOWN INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. (MAY BE INSTALLED INTO CONCRETE, SIMILAR TO INSTALLATION OPTIONS 2 & 3) INTEGRAL FIN FRAME SHOWN 10, EXTERIOR 1" THICK I.G. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 7/8" THICK I.G. VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C C 114" MAX. SHIM -�I I-- EDGE DISTANCE EMBEDMENT INTEGRAL TYP. ANCHOR TYPE, FIN EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. (NAIL SHOWN) FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3. SHEET 2. i1LN Tikvl�wla111;1 #10 OR #12 STEEL_ SMS (G5), SEE TABLES 2 & 3, SHEET 2. INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. VISIBLE LIGHT FORMULAS EMBEDMENT WIDTH; BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3116" VERTICAL SECTION D--D ALSO FOR DADE-APPROVED MULLION 1 /4" MAX. —� SHIM IN ANDr FLANGE MAY BE U REMOVED IN -FIELD EXTERIOR D INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 VINYL FIXED WINDOW NOA (LM&SM) 9/9114 J-CHANNEL & INTEGRAL FIN FRAMES 6M J ROSOWSKI PW 5520 [ Q1 NTS lei 4 OF 11 Fnz� MD-5520.0 (aI C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.16 Expiration Date: 413012025 amF' Miami Qade Product`C r rol C) DADE MULLION NOTE, INSTALL. OPTION 6 NOTE. o AK - 03/16120 VA Ly i T� Na, 58705 �' FTC �} •� `,£I�h .� t A. LYNN MILLER, P.E. P.E.# 58705 -�-) 718"yNOM. �- 5/16" A/A PVB 7116" AIR SPACE- 1/8" A GLASS---- EXTERIOR 7/16" A/A PVB 7116" AIR SPACE — 1/8" T GLASS- EXTERIOR 7/16" A/A SG --.- 318" AIR SPACE 3/16" T GLASS aEXTERIOR GLASS TYPE 7 +— 1" NOM. --`I GLASS TYPE 11 1" NOM. �I GLASS TYPE 15 "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. --1 718"^NOM. +- 6/16" A/A PVB -- 7116" AIR SPACE- 1/8" T GLASS- EXTERIOR 7/16" A/A PVB 3/8" AIR SPACE - 3/16" A GLASS - EXTERIOR 7/16" H/H SG 7/16" AIR SPACE - 1/8" T GLASS- EXTERIOR GLASS TYPE 8 + 1" NOM. �I GLASS TYPE 12 1" NOM. E E GLASS TYPE 16 GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES 5/16" A/A PVB 3/8" AIR SPACE - 3/16" A GLASS - aEXTERIOR 7/16" A/A PVB 3/8" AIR SPACE - 3/16" T GLASS - aEXTERIOR 7116" H/H SG — 3/8" AIR SPACE - 3/16" T GLASS- EXTERIOR 718" NOM. GLASS TYPE 9 1" NOM. --�-{ GLASS TYPE 13 1" NOM. GLASS TYPE 17 5/16" A/A PVB 3/8" AIR SPACE - 3116" T_ GLASS - aEXTERIOR 7116" A/A SG — 3/8" AIR SPACE 3/16" A GLASS - aEXTERIOR GLASS TYPE 10 1" NOM. GLASS TYPE 14 112" NOM.GLASS BITE TYP. TYP. GLAZING DETAIL PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0401.16 Expiration Datep-04130/2025 By: Miam pade Produc"1 rol C) NO CHANGES THIS SHEET. AK - 03/16/20 a N .y N a LU rnay Y U rY � 0 O a�DQ (V a Cq O ua O o L'^ 'fa Z (0LIMDJQ = W r UU� ImoZ _. OD� ON W oil �MQ 0 0 z � co N 0 #aa4S N Ui Z d W Z OP -Is F- LU © a Ln X LL 0 z fy- z N , a a1111. •asap saiaa� ♦vfit( �S'� �f} ��, ��_�Fi �t a AT %may'` '. �: ~• ✓ sue` `i � A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Window Design Pressure, (+f- pit) Use this table for Glass 1 /8" A Cap - Airspace - 5/16" A/A with PVB Type: Window Lang Side (in) TABLE DIMENSIONS MAY BE Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. i 18 +1-50 +1-50 +1-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50 +1-50 LONG PRODUCT REVISED 20 +/-50 +1-50 +1-B50 +/-50 +1-50 +1-50 +1-50 +1-50 +/-50 +1-50 +1-50 +/-50 SIDE complying with the Florida Building Code 22 +/-50 +1-50 +1-50 +1-50 +1-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +1-50 LONG SIDE NOA-No. 20-0401.16 24 +/-50 +1-50 +/-50 +/-50 +1-50 +/-50 +/-50 +1-50 +/-50 +1-50 +1-50 +1-50 T— Exp�iration Date�e::. 4/30/2025 26 +1-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +1-50 +1-5b +1-50 +1-50 +1-50 SHORT By:�`rLP. 28 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +1-50 +1-50 SIDE �� SHORT Miam�pade Produgt-C roll { 30 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 f - SIDE 32 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 C} - 0 CHANGES THIS SHEET. m AK 03/15/20 34 +/-50 +1-50 +1-50 +/-50 +/�0 +/-50 +/-50 +/-50 +1-5D a 0 36 +1-50 +1-50 +1-50 +/-50 +/-50 +1-50 +/-50 +/-50 LONG SIDE —�-I 38 +1-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 40 +1-50 +1-50 +1-50 +1-50 +/-50 +1-50 SHORT LONG 42 +1-50 +/-50 +/-50 +1-50 +/-50IDE ��� SIDE 44 +/-50 +/-50 +1-50 +/-50 46 +1-50 +1-50 +/-50 48 +i-50 +/-50 _- 51.05 +/-50 SHORT —"1 SIDE TABLE 5: Window Design Pressure, (+!- psi use this table for Glass $ 1 /8" T Cap - Airspace - 5116" A/A with PVB Type: LL Window Long Side (in) Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 +1-50 +1-50 +1-50 +1-50 +/-50 +/-50 34 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +1-50 +1-50 +/-47.3 +1-46.7 36 +1-50 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +1-50 +1-50 +1-50 +1-47.5 +1-45.4 +/-44.6 38 +1-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 +1-49.1 +1-46.1 +/-43.9 40 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +1-482 +/-45.1 FL Z LO 42 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-49.8 +/-47.4 LO 44 +1-50 +1-50 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-48.9 co 46 +1-50 +1-50 +1-50 +/-50 +1-50 +1-50 +/-50 +1-49.9 v� 0[154 +1-50 +1-50 +/-50 +/-50 +1-50 +1-50 +/-50 co +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +1-50 NOTES:. +/-50 +1-50 +/-50 +/-50 1) BUCK DIMENSIONS SHOWN. 56 +/-50 +1-50 +1-50 58 +1-50 + I-50 2) FOR SIZES NOT SHOWN, ROUND UP TO THE 3� ' N�. u8 0` aP NEXT AVAILABLE SHORT OR LONG DIMENSION. 80.926 +1-50 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), [ 1 ilk FIND THE SMALLEST SQUARE WINDOW SIZE IN ST TE `F THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL `� CFr;.�-~, • '° *� WINDOW WILL COMPLETELY FIT WITHIN. fit i fVN— `�� llllii,, A. LYNN MILLER, P.E. P.E.# 58705 i MAX.. O.C. SPACING IF ANCHORING MAX. D,C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO A, 8, GOR D ANCHORS APPLIES TO E OR FANCHORS (SEE TABLE 2} (SEE TABLE 3} 15" 4° MAX..O.C.SPACINGtFANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES70A,B,CORDANCHARS APPLIESTOEORFANCHDRS (SEETABLE 2) (SEE TABLE 3} ]5" 3,5" FOR E ANCHORS, 4" FOR FANCHORS T_ � Q � a�oQ o� o ° �e � � UMDJ(j r = LLI � � LLl � P R r Q r O Z � ¢ p � co � Q � ;aa�15 N Z � C� � o (�!� Z afo�s QQ � � � CL al;r� �saQ sailaS TABLE 6: Window Design Pressure, (+I- psf) Use this table 3/16" A Ca - Airs ace - 5116" A/A with PVB for Glass g & 10 3/16" T Ca Types: - Airspace - 5116" A/A with PVB TABLE DIMENSIONS MAY BE Window Long Side (in) ORIENTED VERTICALLY OR Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN, 32 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +1-50 +1-50 +1-50 +/-50 +/-50 +1-50 LONG PRODUCT REVISED I SIDE as complying with the Florida 34 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 Building Code h - LONG SIDE — NOA-No. 20-0401.16 36 +/-50 +/-50 +1-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +I-50 +1-50 +/�0 38 +1-50 +/-50 +/-50 +/-50 +/�0 +I-50 +1-50 +1-50 +/-50 +1-50 +1-50 +1.50 T— Expiration :Dee,/30/2025 40 +/-50 +/-50 +1-50 +/-50 +1-50 +1-50 +/-50 +/-50 +1-50 +1-50 +/-50 SHORT ,, B ��;n'aX SIDE � L_�_...-__ _ _ y�I 42 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +1-50 +1.50 +1-50 +/-50 SHORT MiamFyDade Produce Co, rol ��- _ _ 44 +1-50 +1-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50- — — SIDE �- �- C) NO CHANGES THIS SHEET. 46 +/-50 +1-50 +1-50 +1-50 +1-50 +/-50 +/-50 +1-50 AK - 03/16/20 0 48 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 1 ��- LONG SIDE - �I 52 +/-50 +1-50 +1-50 +/-50 +/-50 54 +/-50 +1-50 +1-50 +/-50 SHORT (i/ / LONG SIDE �� SIDE 56 +/-50 +1-50 +1-50 58 +/-50 +1-50 60.926 +1-50cl SHORT Lo TABLE 7: SIDE Window Design Pressure, (*1- psf) Use this table for Glass 1 1/8" T Cap -Airspace - 7/16" A/A with PVB Type: Window Long Side (in) co Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +I-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 36 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 38 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 40 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 42 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 44 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 rn 46 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 0 48 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 50 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 52 +/-70 +/-70 +1-70 +1-70 +1-70 54 +/-70 +/-70 +/-70 +1-70 56 +1-70 +/-70 +1-70 58 +/-70 +l-70 ;A NOTES: 1) BUCK DIMENSIONS SHOWN. 60.926 +/-70 '' 2) FOR SIZES NOT SHOWN; ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG 61MENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN .i i +T�f_F�7 THE TABLES ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. ,q°P ' • • - • • <C A. LYNN MILLER, P.E. P.E.# 58705 MAX.O.C,SPACINGIFANCHQRING MAX. O.C.SPACINGIFANCHORING THROUGH THE FRAME PER SHEETS 3 &4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIE5TOA,B,CORDANCHORS APPLIESTOEORFANCHDRS (SEE TABLE 2} (SEE TABLE 3) 15" 3.5" FORE ANCHORS, 4" FOR F ANCHORS MAX- O.C, SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRALFIN PER SHEET4 APPLIESTQB,CQRf]ANCHQRS APPLlESTOFANCHORS (SEE FABLE 2} {SEE TABLE 3} 15.5" 4" � �_ � U i- � Q � alaQ C7 C,4 O � N c� � ua O � o �8 � z LL � UM01C U cWj o � ary Z •�`�. � fW- W �Ma � Z � Q � W m LL. O � O ❑ Fa- w �aa�as N Z � � � H � o ❑ (A W Z aloas � � � � yC a Q � � Z � � Z � S al;+l •osaQ sauas TABLE 8: Window Design Pressure, (+I- psf] Use this table for Glass 12 3116" A Cap •- Airspace - 7/16" A/A with PVB Types: Window Lang Side (in) j Dimensions 69•649 71 73 75 78 80 85 86 89 g2 g6 gg TABLE DIMENSIONS MAY BE it ORIENTED VERTICALLY OR 32 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 HORIZONTALLY AS SHOWN. 34 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 LONG PRODUCT REVISED 36 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 SIDE B complying with the Florida Imo---- LONG SIDE �/ Building Code 38 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 NOA-No. 20-0401.16 40 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 Expiration Date: 4/30/2025 42 +/-70 +/-70 +/-70 +I-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-69.5 +/-66.7 SHORT - -- By:SIDE ' 44 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-69.9 +1-66.4 +/-63.7 SHORT Miamy_pade Product'"Cgimtrol 46 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-69.9 +/-6T4 +1-63.9 +/-61.7 J---- - SIDE C) NO CHANGES THIS SHEET. 48 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-67.8 +1-65.3 +1-61.9 +I-59.7 AK - 03/16120 50 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-69.5 +1-68.5 +/-65.9 +/-63.4 +1-59.9 52 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-67.8 +1-66.9 +1-64.2 +/-61.6-� LONG SIDE -= 0 54 +i-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-66.2 +1-65.3 +/-62.5 56 +/-70 +/-70 +1-70 +/-70 +1-70 +1-69.2 +1-64.7 +1-63.8 SHORT LONG 57 +/-70 +1-70 +1-70 +/-70 +1-69.8 +/-68.1 +/-64 SIDE f SIDE 60 +/-70 +/-70 +/-70 +/-69.7 +1-67 +1-65.3 62 +/-70 +/-70 +/-69.9 +1-67.9 +1-65.2 64 +/-70 +/-70 +/-68.3 +/-66.3 __ _ �_ 66 +/-69.9 +/-68.9 +/-66.7 SHORT I- 68 +/ 68.4 +167.4 SIDE I� 69.649 +/-67.1 TABLE 9: Window Design Pressure, (+I- psf) Use to:5 table for Glass 13 3/16" T Cap - Airspace - 7/16" A/A with PVB Type: ILL Window Long Side (in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 32 +I-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 34 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 36 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 38 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 40 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-.70 +/-70 +/-70 +1-70 +/-70 42 Ln +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 44 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 46 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +/-68.6 48 +1-70 +I-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-68.8 +1-66.3 v 50 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-66.6 ��� Y � � 52 +/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +Ifi8.5 ti • • . • ... iw a NOTES: ��`'.• trI--Ns, ,. 54 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-69.5 1) BUCK DIMENSIONS SHOWN. ' 56 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-700.5705 57 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 2) FOR SIZES NOT SHOWN, ROUND UP TO THE -; NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 62 +1-70 +1-70 +/-70 +/-70 +1-70 3} FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), i FIND THE SMALLEST SQUARE WINDOW SIZE IN • T F 64 +1-70 +/-70 +/-70 +/-70 THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL i � ° XLC sir t? WINDOW WILL COMPLETELY FIT WITHIN. 68 L70 +/-70 ,/0ON6964970 A. LYNN MILLER, P.E. P.E.# 58705 MAX.D_C..SPACINGIFANCHDRING MAX. O.C.SPACINGIFANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEEi4 APPLIES TO B,C DR []ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2j (SEE TABLE 3j 15.5" 4" MAX. O.C. SPACINGIFANCHDRING MAX. D.C.SPACENGfFANCHDRING THROUGH THE FRAME PER SHEETS 3 & rl THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIE5TOB,CDRDANCHDRS APPLIES TOFANCHDRS (SEE TABLE 2} (SEE TABLE 3j 15.5" 3.9" � Y U O o a#o° � uMaaQ � -�^ 1�'-' -=^ W T UUo r` Q � � o�S a�hQ � 4. T OZ � m O �n O LLI taau5 � z o Q u�] � Z afoa5 �'- W f1' O %� CL Z Cif s� Z � � of;+� -asaQ sauas TABLE 10: Window Design Pressure, (+/- psfl Use this table for Glass 14 3/16" A Cap - Airspace - 7/16" A/A with SG Type: Window Long Side (in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80010 +80/-110 +801-110 +801-110 +80/-110 +801-110 HORIZONTALLY AS SHOWN. 34 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-109.4 +801-106.3 +80/-107.6 LONG PRODUCT REVISED 36 +80/-110 +801-110 +80/-110 +80/-110 +80/-109.5 +80/-108.6 +801-106.8 +80/-106.5 +80/-105.5 +80/-104.7 +80/-103.6 +801-102.9 SIDE as complying with the Florida Building Code 38 �-8Q/-1 Q9.7 +801-1 G8.9 +80/-107.8 +$01-106. $ +80/-1 D5.5 +80l-104, 6 +801-102.7 +801-102.4 +801-101.4 +801-100.5 +801-99.4 +80/-98.7 �_ LONG SIDE NOA-No. 20-0401.16 40 +801-106.3 +80/-105.5 +80/-104.4 +80/-103.3 +80/-101.9 +801-1G1 +80l-99-1 +80/-98.7 +80/-97.7 +80/-96.8 +801-95.7 +80/-95 Expiration Date: 4/30/2025 42 +80/-103.3 +80/-102.5 +80/-101.3 +80/-100.2 +801-98.8 +801-97.9 +801-95.8 +80/-95.5 +801-94.5 +80/-93.5 +801-92.4 +80/-90.7 SHORT _1 By: 44 +801-100.7 +801-99.8 +80/-98.6 +801-97.5 +801-96 +80/-95 +80/-92,9 +801-92.6 +80/91.5 +801-90.4 +801-87.1 +80/-84.7 SIDE - _ I SHORT Miam pade Producrt'C- }Arol 46 +80/-98.4 +80/-97.5 +80/-96.2 +80/-95 +801-93.4 +801-92.5 +801-90.3 +801-89.9 +80/-88.1 +80/-85.5 +801-83.1 +80/-81.6 SIDE C) NO CHANGES THIS SHEET. - 48 +801-96.3 +80/95.4 +80194.1 +80192.9 +80/-91.2 +80/-90.2 +801-88 +80/-87.6 +80/-84.6 +801-82.6 +801-80.2 +/-78.6 AK - 03/16/20 u_ 50 +801-94.6 +801-93.6 +80f-92.2 +80/-90.9 +80/-89,2 +80/-88.2 +80/-85.4 +801-84.5 +801-82A +80/-80.2 +1-77.6 0 52 +801-93 +80/-92 +80/-90.5 +80/-89.2 +80/-87.4 +801-86.4 +801-83.3 +80/-82.5 +801-80.2 +1-78 �- LONG SIDE W 0 cc 54 +801-91.7 +801-90.6 +801-89A +801-87.7 +801-85.8 +80/-84.7 +801-81.3 +80/-80.4 +/-78.1 56 +80/-90.5 +801-89.4 +801-87.8 +801-86A +80/-84.4 +801-83.2 +/-79.3 +/-78.5 SHORT LONG 57 +80/-90 +80/-88.8 +801-87.2 +801-85.8 +80/-83.4 +801-82 +1-78.4 SIDE SIDE 60 +80/-87.2 +80/96 +801-84 +801=82.5 +80/-80.1 +/-78.6 i 62 +801-84.6 +801-83.8 +80l-82.1 +801-80.4 +1-78 64 +80/-82.9 +80/-82 +801-80.1 +/-78.4 CN 66 +80/-81.1 +801-8G.1 +/-78.3 GLASS TYPE$ 14 THROUGH Y SHORT 68 +/-79.3 +1-78.4 17 MAY NOT BE USED WITH 51DE 69.649 +1-77.7 J-CHANNEL OR INTEGRAL 0 FIN FRAMES. TABLE 11: Window Design Pressure, (+1- psi ilsetnisfabie -- forGh3ss 15 3/16" T Cap - Airspace - 7116" A/A with SG Type: Nt Window Long Side (in) Dimensions 77.76 79 61 83 86 87 91 94 96 99 104 107 i11 36 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 40 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-109.9 +801-108.5 +801-107.5 +801-106.9 +801-106.1 +801-104.8 +80/-104A +801-103.3 42 +801-110 +80/-109.8 +80/-108.8 +801-107.9 +801-106.7 +801-106.3 +801-104.8 +801-103.8 +801-103,2 +801-100.8 +80/-97.7 +801-96A +801-94.8 44 +801-107.3 +801-106.7 +80/-105.7 +801-104.7 +801-103A +801-103 +801-101.4 +801-98.6 +80/-96.7 +801-94.1 +80/-91.4 +80/-90.3 +801-89.2 48 +801-102 +80/-101.3 +80/-100.3 +80/-99.2 +801-97.3 +80/-96.2 +801-92.5 +801-90.4 +801-89.2 +80/-87.3 +801-84.4 +801-82.7 +801-80.5 50 +80/-99.8 +80/-99.1 +80/-98 +80/-96.9 +801-93.9 +80193.1 +80/-89.9 +80/-87.7 +80/-86.2 +80/-84.3 +801-81.1 +/-79.3 +1-77 51 +801-98.8 +80/-98 +801-96.9 +80/-95.6 +801-92.8 +80/-92 +801-88.7 +801-86A +80/--85 +801-82.8 +1-79.6 +1-77.7 +1-75.3 54 +80196.1 +80/-95.3 +801-94 +801-92A +801-89.4 +801-88.5 +801-85.1 +80/-82.7 +801-81.1 +1-78.9 +1-75.3 +/-73.2 +/-70.6 56 +801-94 +801-93.2 +80/-91.6 +801-90.1 +80/-87.2 +801.86.3 +801-82.8 +801-80.2 +178.6 +/-76.3 +1-72.5 +1-70.5 58 +801-91.4 +80/-90.6 +801-89 +801-87.5 +801-65.1 +801-84.2 +S0/-80.6 +/-78 +176.3 +/-73.8 +1-70.2 f r 61 +80/-87.8 +801-87 +80/-85.3 +801-83.6 +80/-81.2 +801-80.5 +1-77.3 +1-74.6 +1-72.8 +1-70.4 63 +801-85.5 +501-84.6 +80/-82.8 +801-81.1 +/-78.8 +1-78 +/-74.8 +1-72.3 +/-70.6 NOTES: 1 BUCK DIMENSIONS SHOWN. 64 +80/$4.4 +$01 83.5 +801-81.7 +1-80 +1-77.5 +/-76.6 +/-73.5 +1-71.2 ) • ' ��} y 66 +80/-82.2 +801-81.2 +1-79.4 +1-77.6 +/-75 +1-74.2 +/-71 2) FOR SIZES NOT SHOWN, ROUND UP TO THE No. 53705 NEXT AVAILABLE SHORT OR LONG DIMENSION. $' 68 +/-80 +/-79.1 +/-77.2 +/-75.4 +/-72.7 +/-71.9 70 +/-78 +/-77.1 +175 +1-73.2 +1-70-5. ;' 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), r 72 +/-76 +1-75 +1-73 +1-71.1 FIND THE SMALLEST SQUARE WINDOW SIZE IN t'.TEi03 f�� 74 +I-74.1 +1-73 +/-71 THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL f f •, p1 r�PlLtr, �°ti WINDOW WILL COMPLETELY FIT WITHIN. 76 +/-72.2 +/-71,1 't� , �PVAL Alt f i l I I 77.76 +170.5 A. LYNN MILLER, P.E. P.E.# 5B705 MAX. D.C. SPACING IF ANCHORING MAX. O.C.SPACINGIFANCHDRING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER PER SHEET 4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE 13.2" MAX. O.C.D-C. SPACING IF ANCHORING MAX. O.C.(7.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO B, C OR a ANCHORS {SEE TABLE 2) NOT APPLICABLE 1s.2° � U � N a�oQ � CL O � � �-�• � un�0a0 •oN (t) O � .-. 0;3 JMt] Qz°' cn ¢ Z LLl m � � Fes- � cfl O � 3aarl5 z O ❑ � Z araas E- � � X d p N � � N � C7 ran i ❑ � aj�r� •asaQ saua�r TABLE 12: Use this table TABLE DIMENSIONS MAY BE Window Design Pressure, t+!- psi) for Glass 16 ORIENTED VERTICALLY OR 1/8" T Cap -Airspace - 7116" H/H with SG Type: HORIZONTALLY AS SHOWN. I Window Long Side (in) LONG Dimensions 60.926 1 64 1 66 1 68 j 70 1 74 1 77 1 80 1 84 87 92 97 1 99 SIDE I-¢— LONG SIDE 32 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 T— 34 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 36 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 SHORT / SIDE 38 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +8017110 +80/-110 +801-110 +801-110 +80/-110 SHORT 40 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 SIDE c 42 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/•-110 +80/-110 44 +801-110 +80/-110 +801-110 +80/-110 +801-11.0 +80/-110 +80/-110 +801-110 +80/-110 -- cRn LONG SIDE 46 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110�- 0 48 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 �_- 50 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 SHORT �/ LONG SIDE SIDE 52 +601-110 +801-110 +80/-110 +80/-110 +801-110 54 +80/-110 +801-110 +801-110 +801-110 56 +801-110 +80/-110 +801-110 58 +$01-110 +801-110 GLASS TYPES 14 THROUGH 60.926 +801-110 17 MAY NOT BE USED WITH SHORT J-CHANNEL OR INTEGRAL SIDE I FIN FRAMES. TABLE 13: +�_ S Use this table Window Design Pressure, ( p #� for Glass 17 3116" T Cap - Airspace - 7116" H1H with SG Type: Window Long Side (in) Dimensions 77.76 79 81 84 86 87 91 94 96 99 104 107 111 118 120 125 136 144 36 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 40 +801-110 +80/-110 +801-110 +601-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80I-110 +80/-110 42 +601-110 +80/-110 +801-110 +80/-110 +80/�-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80f-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 44 +801-110 +80/-110 +601-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 48 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 50 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801�-110 +80/-110 +801-110 +80/-110 +80/-110 51 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80f-110 +801-110 +801-110 +801-110 +801-110 +80/-110 54 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 56 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 58 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 i7a 61 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 0 v7 63 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 64 +80/-110 +80/-110 +801-110 +.8obll10 +801-110 +80I-110 +80/-110 +80/-110 66 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 68 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 70 +80/-110 +80/-110 +801-110 +801-110 +80/-110 72 +801-110 +801-110 +80/-110 +80/-110 74 +801-110 +80/-110 +80/-110 7fi +80/-110 +80/-110 77.76 +801-110 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.G. 5PACING IFANCHOR[NG MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET G APPLIES TO B, C OR D ANCHORS (SEE TABLE Z) NOT APPLICABLE 11.8" 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 APPLIES TO 8, C OR D ANCHORS {SEE TABLE 2) MOT APPLICABLE 9, PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0401.16 Expiration Date_04/30/2025 By:%'f Miamr�ade ProdugCo rol C) REVISED 83" LONG SIDE DIM TO 84" IN TABLE 13. AK - 03/16/20 N U p 0 C71, O o al°a M LO Q u? �g /MDJQ O U- 0 _ LLi W — aW ON 9MG I- —i W LL O z -j ED D co N O 0 LtJ � 110uS (17 03 z z o p U1 W z i= W W p X IL cn LL � N LO M .J 0 uo _Z LLLf > ❑ ali l asap sar a,C 705 A. LYNN MILLER, P.E. P.E.# 58705 ASSEMBLY DETAILS —11 1.376" 355" �.06d" (5) ANCHOR COVER �f .864" .301 Q 7/8"' BEAD —�-{ .864" �J_ i � 1 a� ccnn MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS cv_rco1no STRUCTURAL POLYISOBUTYLEN WITH DESICCANT Part # Description Material 80 Kommerling 4SG TPS Spacer System See this Sheet far 81 Quanex Super Spacer nXT with Hot Melt Butyl Quanex Duraseal Spacer Materials �82 83 Cardinal JCL Edge Spacer REFERENCE TEST REPUKIS: F I L-8717, 8968 & 897U 3.500" �— .062" 1.483" 1 J-CHANNEL FRAME KODISPACE $� 4SG TPS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS --- - 3.500" 3.500" ---- — 3.500" .062"-.,---- -I �---- .062" — .062" 1.48311 1.483" LE_� 1.483" F J_ =r --- I 0 .625" FLANGE FRAME 1.375" INTEGRAL FIN FRAME EQUAL LEGIBOX FRAME HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS—\ NT_ GLASS SUPER $� SPACERg NXTTM TARLF 14- ALUMINUM REINFORCEMENT 5/16" NO POLYISC BUTYLENI SEA ROLL -FORMED STAINLESS STEEL `--INT. GLASS sa DURASEAL® SPACER EXT. GLASS # Part # Description Material 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal LeglBox Frame PVC 5 620133 Anchor Cover PVC 6 720136 7/8" Glazing Bead PVC 7 720135 V Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 78 71646N Setting Block (7/8" x 1" x 1/8"), 85 +1- 5 duro. EPDM 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. "r "CANT FILL AREA — 5/16" NOM. $3 XL EDGE"" SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 e REGISTRATION #29296 VINYL FIXED WINDOW NOA (LM&SM) 919/14 BOM & ASSEMBLY PW-5520 ,° NTS 11 OF 11 SILICONE SEAL J ROSOWSKI z l M D-5520.0 I' M C INT. GLASS PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0401.16 Expiration Date: 4/30/2025 Miampade Product Co trot C) ADDED BACKBEDDING. AK - 03/16120 ffIf lif ()�,Y L Y1VV af �rii \ ' No.5�3'05 C)� A. LYNN MILLER, P.E. P.E.# 58705