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HomeMy WebLinkAboutPW 5520, AR 5520NkiTICE kyr ACCEPTANCE I; N A ) www.miamidade.Eov,buiIdin 070 TechnologyDrive qorth Venice, 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.- ESC TION: Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: 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., 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. ISSILE ACT 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 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. PGT Industries, Inc. IUMMLYLLd' 1 MHO1 1. EVIDENCE SUBMITTED UNDER PrimVIOUS NA's A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA No. 144930.25) 2. Drawing No. MDm5520.0 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. 174614.09) 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, Durasealo 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. 164629.12) 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. FTL4897, 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 Sty 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 E aminer NOA No 1-1126.10 Expiration Date: April 30, 2025 Approval Date: January 09, 2020 E-1 PGT Industries, Inc. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 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 07/04/180 3. Notice of Acceptance No. 16A712.03 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. 1. Statement letter of conformance, complying with FBC Sty Edition (2014) and FBC 6t6 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.174614.09) 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. 174614.09) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 144930.25) 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. 164629.12) CI��ITI I1:�1�1 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series 64PW-5520 Vinyl" PVC Fixed Window —L.M.I. approved on 08/04/16 and expiring on 04/30/20. Ma"xe1 erez, P.E. �' Product Coiitr Examiner NOAo. 19-1126.10 Expiration Date: April 30, 2025 Approval Date: January 09, 2020 E-2 PGT Industries, Inc. 1 1, III ffj�� 1 1 1. Drawing No. DWe0 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) ►1 [N�141 G7`►( 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 "SentryGlasO (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/230 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. 184217.16, 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. 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. 1. Notice of Acceptance No. 17-0614.09, issued to PGT Industries, Inc. for their Series 4PW-5520 Vinyl" PVC Fixed Window —L.M.I. approved on 10/26/17 d expiring on 04/30/20. �, �. Manu"eez, P.E. � Product Codtrol aminer NOA 1Rep 1126.10 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). MAX. BUCK WIDTH SEE TABLES 4-13 -®! 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, 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) --�- (SHORT OR LONG SIDE) _ MAX. O.C. SEE 1.25" MAX. B, SEE TABLES 4-13 6" MAX. D, SEE MAX. O.C. SEE TABLES 4-9 (i SHEET 3 SHEET 4 3) FOR MASONRY APPLICATIONS IN MIAMI-DADS 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 VISIBLE ANCHOR TYPE, LIGHT WIDTH MAX. BUCK HEIGHT, SEE 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. -� TABLES 4-13 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD (LONG OR BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) ; / t SHORT SIDE) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR A LIGHT A, SEE VISIBLE ARCHITECT OF RECORD, (AOR). HEIGHT SHEET 3 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 I L LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, B 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE 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; 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" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. GENERAL NOTES.........................1 ELEVATIONS.................................1 FRAME, GLASS &ANCHOR OPTIONS .............................2 INSTALLATION, FLANGE & EQUAL LEG..........................3 INSTALLATION, INTEGRAL FIN & J-C HAN N E L..........................4 GLAZING DETAILS ........................5 DESIGN PRESSURES',,", ............&-10 BOM & ASSEMBLY.,,., ... 41,11,111,1111,11 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT -4-3/16" CODES / STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION �2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ASTM E1300-09 °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 �AISC 360-10 -o-- TYP. EQUAL-LEG/BOX & FLANGE FRAME (90° CORNERS) MAX. O.C. SEE TABLES 4-13 MAX. O.C. SEE TABLES 4-9 6" MAX. - ►-� j-�— i 6" MAX. 1 MAX. O.C. / SEE TABLES VISIBLE 4-13 LIGHT HEIGHT EIGHT, E HEIGHT, SEE TABLES 4-9 (LONG OR LIGHTIWIDTH .- SHORT SIDE) MAX. SEE TABLES 4-13 ( MAX. MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME( CUKVCU OR ANGLED CORNERS) D C VISIBLE LIGHT WIDTH - - -- - --- �VISIBLE LIGHT HEIGHT 1 C, SEE SHEET 4 1.25" MAX.�-�— TYP. INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) MAX. O.C. SEE TABLES 4-9 VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH 10 1 —�� MAX. O.C. SEE TABLES 4-9 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE)LO 1.25" MAX. O.C. SEE TABLES 4-9 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) II 1 —� 1,25" MAX. MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. � 00 � Cn � O0 r2l, LO OO M -, � J O xe 'ON z U) 06 �Ma o r� � z O rn L� O j O z W r W rn O 06 aays O N � z (n Par~lababat W z Quizz a oas IL O X J Q O LL W LO w U �- z W > (D n a�71 'asaQ sauas . C > ;. coo.58705 " = STATE OF 4j -. e v .°• of � L liwW A. LYNN MILLER, P.E. P.E.# 58705 Glass Type Description Table # 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) bites 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 Exterior 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 3/16" A Glass with .090" SG Interlayer 10 15 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7116" 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 + 7116" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 13 TARI F 9• ANC'HnRS INSTAI I Fn THR(�l1C�H 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) 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" 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 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* 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 P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1 3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3,35 ksi) 1" 1-314" 1/4" steel Ultracon Concrete (min. 2,85 ksi) 2-1/2" 1-3/4" D 114" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4�" grouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 1/4" steel Aggre-GaConcrete (min. 3.275 ksi) ±Grouted 1-1/2" CMU, (ASTM C-90) 2" 2' TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedmen#* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0,050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/8" 0-050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr- 33* 3/8" 0.050" Steel; A36* 3/8" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CM APPLICATIONS. "A" =ANNEALED "H" =HEAT STRENGTHENED =TEMPERED "PVB" _ .090" TROSIFOLO 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 • FIN FRAMES, WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: ( I BOX OR EQUAL Q FLANGE LEG o0 c J-CHANNEL C�Q INTEGRAL C�Q FIN 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 — — — — Lu 00 oo oo _� Scn =U) LONG LONG LONG LONG LONG 0 SIDE SIDE SIDE �— SIDE y SIDE y ZO --- -- -� 4--- ,-- -� f � I- rw �w �w rw mow, / Cn D Oz o Oz o �� � o �/ cn U) ! U � � * 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 Eico Aggre-Gator@ 57 ksi 96 ksi Eico Ultracon@ 155 ksi 177 ksi 410 SS Eico CreteFlex@ 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 N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 �) VINYL FIXED WINDOW NOA (LM&SM) GLASS/ANCHORS/FRAME OPTIONS 9/9/14 m I J ROSOWSKI PW-5520 �I NTS a 2 OF 11 (�zl MD-5520.0 ICI B NO CHANGES THIS SHEET. A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION ®ETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET, FLANGE FRAME SHOWN 2 l� EDGE DISTANCE U EMBEDMENT I 1 ty 1 /4" MAX. SHIM TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE b I TABLE 2, SHEET 2. EMBEDMMENT 1 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. FLANGE FRAME SHOWN ' 7/8" THICK LG. 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 BUCK VISIBLE 1-1/2" THICK ARE TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 1" THICK I.G. BEADING TO BEADING. i TYP. ANCHOR TYPE, EXTERIOR EMBEDMENT AND C_ EDGE DISTANCE PER � SUBSTRATE,SEE EQUAL- TABLE 2, SHEET 2, LEG/BOX FRAME �1/4" MAX. SHIM SHOWN EMBEDMENT j VISIBLE LIGHT FORMULAS INSTALLATION WIDTH: BUCK WIDTH - 4-3/16" OPTION 2 HEIGHT: BUCK HEIGHT - 4-3/16" ANCHORED THROUGH EDGE DISTANCE FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B _ INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU, 1/4" MAX. �— SHIM 2 1"THICK I.G. EXTERIOR - VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU, SEE NOTE 2, THIS SHEET. EMBEDMENT 1l4" MAX. 4 SHIM EDGE DISTANCE 7 DADS 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 --® 1/4" MAX. SHIM SMS (G5), SEE TABLE 2, SHEET 2. �—� FLANGE �J EQUAL FRAME � LEG/BOX SHOWN FRAME SHOWN FXTFRIOR � 0 INSTALLATION � INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL EQUAL- LEG/BOX FRAME SHOWN OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH. #29296 ;� VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14 FLANGE & EQUAL-LEG/BOX FRAMES c � J ROSOWSKI PW-5520 NTS 3 OF 11 z MD-5520.0 B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. NO CHANGES THIS -'` 'r n 70 �Zbenua lz rig — E , AT` i ;; i A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Window Dimensions I� 51.05 � 54 18 +/-50 +/-50 20 +/-50 +/-50 22 +/-50 +1-50 24 +/-50 +1-50 26 +/-50 +/-50 28 +/-50 +/-50 30 +/-50 +/-50 v 32 +/-50 +/-50 to 34 +/-50 +/-50 0 36 +/-50 +/-50 U) 38 +/-50 +/-50 40 +/-50 +/-50 42 +/-50 +/-50 44 +/-50 +/-50 46 +/-50 +/-50 48 +/-50 +/-50 51,05 +/-50 TARI_F 5� Window Design Pressure, (+i- psfl 118" A Cap - Airspace - 5/16" A/A with PVB Long Side (in) 56 58 62 64 68 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +J-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +; -50 +/-50 +/-50 +/-50 +/-50 +I-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 50 +/-50 +I-5fl +;-50 +1-50 +;-50 Use this table for Glass Type: EZ�7 7 MAX. O.C. SPACING 9F ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF THROUGH THE INTEGRAL ANCHORING FIN PER SHEET 4 APPLIES TO A, B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO E OR F (SEE TABLE ANCHORS 3) 15" 4„ Window Design Pressure, �+/- pS'� Use this table for Glass Type $ 1/8" T Cap - Airspace - 5/16" A/A with PVB Window Long Side (in) Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 34 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +147.3 +/-46.7 36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +147.5 +/45.4 +/44.6 38 +/-50 +/-50 +/-50 +1'-50 +/-50 +/-50 +/-50 +/-50 +/-50 +149.1 +/46.1 +/-43.9 40 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-48.2 +/45.1 42 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.8 +147.4 44 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/48.9 co 46 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/49.9 0 48 +/-50 +/-50 +/-50 +'-50 +/-50 +/-50 +/-50 50 52 54 56 58 60.926 +/-50 +/-50 +/-50 +1-50 +1-50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. THROUGH THE SPACING IF ANCHORING INTEGRAL FIN PER SHEET 4 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 APPLIES TO A,B,CORDANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEE TABLE 3) +J-50 +/-50 +;'-50 +/-50 +/-50 15" 3.5" FOR E ANCHORS, 4" FOR F ANCHORS +/-50 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, LONG SIDE j-- LONG SIDE SHORT ;' _ SHORT DSIDE -�-- LONG SIDE 1 SHORT i, �/ SIDDE � 1 ' SHOR SIDE T NOTES: 1) BUCK DIMENSIONS SHOWN. I LONG SIDE ry 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIME NSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, NO O ,tlbs[t;(t/ r, `aT ® J�ij Y,TE E Ir. l_ 3c �_ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: Window Design Pressure, (+/- psfl Use this table 3/16" A Cap - Airspace - 5/16" A/A with PVB for Glass g & 10 Types: 3/16" T Ca - Airspace - 5/16" 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 E+/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 LONG SIDE 34 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 Imo— LONG SIDE 36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 38 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT �/ r 40 +1-50 +1-50 +1-50 +J-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 SIDE 42 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 yi SHORT 1 i SIDE ®— m 44 +/-50 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 +/-50 �n 46 +I-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 48 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 ®-- LONG SIDE -- -®I� � 50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 !, j 52 +1-50 +i-50 +1-50 +J-50 +/-50 SHORT LONG 54 +/-50 +/-50 +/-50 +1-50 SIDE SIDE 56 +/-50 +1-50 +1-50 58 +/-50 +/-50 i 60.926 +/-50 SHORT — SIDE TABLE 7: oc 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 THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF THROUGH THE INTEGRAL ANCHORING FIN PER SHEET 4 APPLIES TO A, B, C OR {SEE TABLE D ANCHORS 2) APPLIES TO E OR F (SEE TABLE ANCHORS 3) 15" 3.5" FOR E ANCHORS, 4'" FOR F ANCHORS Window Design Pressure, (+/- pSfl Use this table for Glass TYPe 1 1 1/$" T Cap -Airspace - 7/16" A/A with PVB Window Long Side (in) Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +I-70 +i-70 +1-70 +/-70 +/-70 +I-70 +1-70 34 +i-70 +l-70 +/-70 +,'-70 +i-70 +I-70 +1-70 +/-70 +l-7fl +i-70 +/-70 +/-70 +/-70 36 +I-70 +1-70 +1-70 +i-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 38 +i-70 +/-70 +1-70 +1-70 +I-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 40 +i-70 +1-70 +1-70 +1'-70 +/-70 +1-70 +J-70 +1-70 +1-70 +/-70 +/-70 c 42 +/-70 +/-70 +l-70 +1-70 0 +1-70 +1-70 +l-70 +/-70 +J-70 �, 44 +1-70 +1-70 +l-70 +I-70 +1-70 +1-70 +i-7fl +/-70 ;cs�46 +/-70 +I-70707fl E+1-70 0 +/-70 +1-70 +i-?0 a 48 +/-70 +/-70 +1-70 +1-70 © +1-70 +/-70 � 50 52 54 56 58 60.926 +/-70 +/-70 +/-70 +1-70 +1-70 +/-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 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 +;'-70 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO F ANCHORS (SEE TABLES) +1 70 +/ 70 +i 70 +1-70 +1-70 15.5" 4" +/-70 NO CHANGES THIS Y m j nab � d7 0ti Q O UrNNO��,�nJ O0��(W)Z r ON m a O ; � o z Q W LL 0 m O r rn W }aa4s = z o w QW � ajois LL X d o 0 IL Z N ~ J U' LO U Z LL1 a al}!1 'asao saiJas "87015 — A. LYNN MILLER, P.E. P.E.# 58705 r_�:3INWO Window Design Pressure, (+/- psf} Use this table for Glass Types: 12 3/16" A Cap - Airspace - 7/16" A/A with PVB Window Long Side (in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 1 96 99 32 +/'70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/1-70 j +/-70 +/-70 34 +/-70 +/'70 +/-70 +1-70 +i-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 36 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 38 +/-70 +/-70 +/-70 +L70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-10 +/-70 40 +/-70 +/-70 +/1,70 +1-70 +/-70 +/-70 +/-70 +1-70 +/1,70 +/-70 +/1-70 +/-70 42 +/-70 +/-70 +/-70 +,!-70 +/-70 +11,70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-66.7 44 +/-70 +1-70 +L70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-69.9 +/1,66.4 +/-63.7 46 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 j +/-63.9 +/-61.7 c 48 +/1-70 +/-70 +1-70 +11-70 +/-70 +1-70 +/-70 +/-70 +1-67.8 +/'65.3 +/-61.9 +/-59.7 _ 50 +1-70 +/-70 +/-70 +/'70 +/-70 +/'70 +1-69.5 +/ 68.5 +1-65.9 +I-63.4 +/-59.9 52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/'66.9 +/-64.2 +/-61.6 54 +1-70 +11-70 +/_70 +,!1,70 +r-70 +/-70 +;1-66.2 +465.3 +1-62.5 56 +1-70 +/-70 +1-70 +1-70 +/-70 +/-69.2 +/-64.7 +/-63.8 57 +/-70 +/-70 +/-70 +'1-70 +/-69.8 +1-68.1 +/1-64 60 +1-70 +J-70 +/-70 +1-69.7 +/-67 +1-65.3 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 62 +/-70 +/-70 +1-69.9 +1-67.9 +,-65.2 64 +1-70 +1-70 r1$ 3 +/^6 3 APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 66 +/ 69 9 +} 6$ 9 +/ 66 7 68 +/-68.4 +1-67.4 15.5" 4„ 69.649 +/-67.1 l ta.st/ Dimensions �� 69.649 � 71 32 +j-70 +1-70 34 +1-70 +/-70 36 +/-70 +/-70 38 +/-70 +/-70 40 +1.70 +/-70 42 +/-70 +'170 44 +/-70 +/-70 46 +/-70 +/-70 48 +/-70 +/-70 50 +/-70 +/-70 W a 52 +/-70 +/-70 54 +1-70 +/-70 56 +/-70 +/-70 57 +/J0 +/-70 60 +1-70 +1-70 62 +/-70 +/'70 64 +1-70 +1-70 66 +/-70 +/-70 68 +/-70 +/-70 69.649 +/-70 1lUindflw �es�gn Pressure, {+1- ps#} 3/16" T Cap - Airspace - 7/16" A/A with PVB Long Side (in) 73 75 78 80 85 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/1,70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1'70 +/-70 +/-70 +1-70 +11'70 +/-70 +1-70 +/-70 +/ ,70 +1-70 +/-70 +/-70 +/-70 +i-70 +I'70 +/-70 +/-70 +/-70 +j .70 +'-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +i .70 +!J0 +i-70 +/-70 +/-70 +i-70 +/-70 +1-70 +/-70 +/-70 + -70 +1-70 +l-7fl +/-70 +/-70 +I70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/'70 +/1-70 +/-70 +/-70 +/-70 +1_70 +/-70 +%-70 +1-70 +/-70 +; -70 +f-70 Use this table for Glass 13 Type. +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/1-70 +1-70 +/-70 +r_70 +/-70 +1JO +/'70 +/-70 +/-70 +1-70 +/-70 +/-70 +t-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 I +/-70 +/-68.6 +1-70 +1-70 +,'-70 +/-68.8 +/-6&3 +1-70 +/-70 +; 70 +/-66.6 +1-70 +/'70 +/'68.5 +I-70 +/-69.5 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 APPLIES TO F ANCHORS (SEE TABLE 3) APPLIES TO B. C OR D ANCHORS (SEE TABLE 2) 15.5" 3.9" TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. -►-- LONG SIDE -�. SIDE � -�� �-- LONG SIDE - SHORT �/ SIDE 1 NOTES: 1) BUCK DIMENSIONS SHOWN. SHORT SIDE SHORT SIDE LONG SIDEAlc cr LONG SIDELu i 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 TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, NO CHANGES THIS SHEET. m U) nab 0 o i- p O a}oa C� N N O M -, � J O xG LL uMcaC Z U) ON 06 CMG o> W - LL zz m O F- rn O W aa4S ® N (� U) _ U) Z � Q Maas LLO X n O LL Z N ry J U Lo U z Lll a > o aµil 'asaQ sauas e` est i 1, rrlr IVVV IV Ip lr A. LYN1I DULLER, P.E. P.E.# 58705 TABLE 10: Dimensions � 6g.$4g 32 +80/-110 34 +801-110 36 +80/-110 38 +80/-109.7 40 +80/-106.3 42 +80/-103.3 44 +80/A 00.7 46 +80/-98.4 48 +80/-96.3 50 +80/-94.6 W 0 52 +80/-93 54 +80/-91.7 56 +80/-90.5 57 +80i-90 60 +801-87.2 62 +80/-84 6 64 +80/-82.9 66 68 k+801-81.1 /-79.3 69,649/-7T7 TABLE 11: IL►tITi1R Window Design Pressure, (+/- psfl 3/16" A Cap - Airspace - 7/16° A/A with SG Long Side (in) 71 73 75 78 80 85 86 89 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801A 10 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +8GL110 +801-109.5 +80/-108.6 +801-106.8 +80/-106.5 +80/-105.5 +80/-108.9 +80/-107.8 +801-106.8 +80/-105.5 +80/-104.6 +801-102.7 +801-102.4 +80/-101.4 +80/-105.5 +801-104.4 +80/-103.3 +80/-101.9 +80/-101 +80/-99.1 +80/-98.7 +80/-97.7 +80/-102.5 +801-101.3 +80/-100.2 +80/-98.8 +80/-97.9 +80/-95.8 +80/-95.5 +80/-94.5 +801-99.8 +801-98.6 +801-97.5 +80/-96 +80/-95 +80/-92.9 +801-92.6 +80/-91.5 +80/-97.5 +801-96.2 +80/-95 +80/-93.4 +801-92.5 +80/-90.3 +80/-89.9 +80/-88.1 +801-95.4 +80/-94.1 +80/-92.9 +80/-91.2 +80/-90.2 +80/-88 +80/-87.6 +801-84.6 +801-93.6 +80/-92.2 +80/-90.9 +80/-89.2 +801-88.2 +80/-85.4 +80/-84.5 +80/-82.4 +801-92 +80/-90.5 +80/-89.2 +801-87.4 +801-86.4 +80/-83.3 +80/-82.5 +80/-80.2 +801-90.6 +80/-89.1 +80/-87.7 +80/-85.8 +80-84.7 +80/-81.3 +80/-80.4 +/-78.1 +80i-89.4 +801-87.8 +801-86.4 +80/-84.4 +80/-83.2 +/-79.3 +/-78.5 +801-88, 8 +801-87.2 +801-85.8 +80/-83.4 +801-82 +/-78.4 +80/-86 +801-84 +80/-82.5 +80/-80A +/-78.6 +801-83.8 +80/-82.1 +801-80,4 +/-78 +80/-82 +80/-80.1 +/-78.4 +80/-80.1 +L78.3 - +i-78.4 Dimensions I) 77,76 ( 7g 36 +80/-110 +80/-11fl 40 +801-110 +80/-110 42 +80/-110 +80/-109.8 44 +80/-107.3 +80/-106.7 48 +801-102 +80/-101.3 50 +80/-99.8 +80/-99.1 51 +80/-98.8 +80/-98 54 +80/-96.1 +80/-95.3 c 56 +80/-94 +80/-93.2 58 +801-91.4 +80/-90.6 in 61 +80/-87.8 +80/-87 0 63 +80/-85.5 +801-84,6 64 +80/-84.4 +80/-83.5 66 +80/-82.2 +80/-81.2 68 +/-80 +/-79.1 70 +/-78 +/-77.1 72 +/-76 +/-75 74 +/-74.1 +/-73 76 +/-72.2 +/-71.1 77.76 +/-70.5 Use this table) for Glass 14 Type: 92 ' 96 99 +80/-110 +80/-110 +80/-110 +80/-109.4 +80/-108.3 +80/-107.6 +801 104.7 +80/-103.6 +80/-102.9 +8fl/-100.5 +80/-99.4 +80/-98.7 +801-96.8 +80/-95.7 +80/-95 +80/-93.5 +80/-92.4 +80/-90.7 +80/-90.4 +80/-87.1 +801-84.7 +80/-85.5 +80/-83_ 1 +80/-81.6 +80/-80.2 +/-78.6 +801-80.2 j +/-77.6 +1-78 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF ANCHORING THROUGH E INTEGRAL FIN PER SHEET 4 TH APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABLE 13.2" Window Design Pressure, (+1- psfl 3/16" T Cap - Airspace - 7/16" A/A with SG Long Side (in) 81 83 86 87 91 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-109.9 +80/-108.5 +801A 08.8 +80/-107.9 +80/-106.7 +80/-106.3 +80/-104.8 +80/-105.7 +80/-104.7 +80/-103.4 +801-103 +80/-101.4 +801-100.3 +801-99.2 +80/-97.3 +80/-96.2 +80/-92.5 +80/-98 +80/-96.9 +801-93.9 +80/-93.1 +80/-89.9 +80/-96.9 +80/-95.8 +80/-92.8 +80/-92 +80/-88.7 +80/-94 +801-92.1 +80/-89.4 +80/-88.5 +801-85.1 +80/-91.6 +80/-90.1 +80/-87.2 +80/-86.3 +80/-82.8 +80/-89 +801-87.5 +80/-85.1 +80/-84.2 +80/-80.6 +801-85.3 +80/-83.6 +80/-81.2 +80/-80.5 +/-77.3 +80/-82.8 +80/-81.1 +/-78.8 +/-78 +/-74.8 +80/-81.7 +/-80 +/-77.5 +/-76.6 +/-73.5 +/-79.4 +/-77.6 +/-75 +/-74.2 +/-71 +/-77.2 +/-75.4 +/-72.7 +/-71.9 +/-75 +/-73.2 +/-70.5 +/-73 +/-71.1 +/-71 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. ►�--- LONG SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES, Use this cable for Glass 15 Type: 94 96 99 104 107 111 +80/-110 +80/-110 +80/-110 +$fl/-110 +$01-110 +801-110 +801-107.5 +80/-106.9 +80/-106A +80/-104.8 +80/-104.1 +80/-103.3 +80/-103.8 +80/-103.2 +80/-100.8 +80/-97.7 +80/-96.4 +80/-94.8 +80/-98.6 +801-96.7 +80/-94.1 +80/-91.4 +80/-90.3 +80/-89.2 +801-90.4 +80/-89.2 +80/-87.3 +80/-84.4 +80/-82.7 +801-80.5 +80l-87.7 +80/-86.2 +80/-84.3 +80/-81.1 +/-79.3 +/-77 +801-86.4 +80/-85 +80/-82.8 +/-79.6 +/-77.7 +/-75.3 +80l-82.7 +80/-81.1 +/-78.9 +/-75.3 +/-73.2 +80l-80.2 +/-78.6 +/-76.3 +/-72.5 +/-70.5 +/-78 +1-74.6 +/-76.3 +1-72.8 +/-73.8 +1-70.4 +/-70.2 j +/-72.3 +/-70.6 +1-71.2 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 B, CORD ANCHORS (SEE TABLE 2) NOT APPLICABLE 13.2" SHORT SIDE LONG SIDE W I _ SHORT 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 TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, ww a m ilb 0wre F'bra NO CHANGES THIS SHEET. s SHORT SIDE LONG SIDE W I _ SHORT 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 TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, ww a m ilb 0wre F'bra NO CHANGES THIS SHEET. s �C 4 Nb. ^7c; C i D _r A. LYNN MILLER, P.E. P.E.# 58705 TABLE 12: Window Dimensions �I 60.926 1 64 I 66 32 +80/-110 +801-110 +801-110 34 +80/-110 +80/-110 +80/-110 36 +801-110 +80/-110 +80/-110 38 +80/-110 +80/-110 +80/-110 40 +80/-110 +801-110 +801-110 42 +80/-11 fl +801-110 +80/-110 44 +801-110 +80/-110 +801-110 r� 46 +801-110 +80/-110 +801-110 0 48 +80/-110 +801-110 +80/-110 U' 50 +80/-110 +80/-110 +80/-110 52 +80/-110 +801-110 +801-110 54 +80/111110 +80/-110 +801-110 56 +80/-110 +80/-110 +80,-110 58 +801-110 +80/-110 60,926 +80/-110 TA QI C 1']• Window Design Pressure, {+J- psfl 118" T Cap - Airspace - 7/16" H/H with SG Long Side (in) 68 70 74 77 +80/-110 +80/-310 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +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 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 It +80/-110 +80/-110 +80/-110 +801-110 +$01-110 +80I-110 +80/-110 +80/-110 t t' +SOJ-110 �:I�7diI� +80i-110 +801-110 +810 +810 +810 +80/-110 Use this table for Glass wo Ty pe: +80/-110 99 +800 +800 +800 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 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABLE 11.81, TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. -- LONG SIDE SHORT � SIDE i TORT �/ � SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES, 1 LONG SIDE as SHORT SIDE SHORT —� SIDE LONG SIDEUJ Window Design Pressure,+J- pS Use this table for Glass Type - '� 7 3/16" T Cap - Airspace - 7/16" H/H with SG Window Long Side (in) Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 36 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/A 10 +80/-110 +801-110 +80/-110 40 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/A 10 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 42 +80/-110 +80/-110 +801-110 +801-110 +80/A10 +80/-110 +80/-110 +80/-110 +80/-110 +80/1,1110 +80/-110 +80/-110 +80/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 44 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 48 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/A 10 +801-110 +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 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 51 +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 54 +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 56 +801-110 +801-110 +80/-110 +80 -110 +801-110 +80/-110 +80/-110 +801A 10 +801-110 +80>-110 +801-110 +80/-110 58 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 61 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/1,1110 +80/-110 +80/-110 0 63 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 64 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 66 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 68 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 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 +80/-110 +80/-110 +$0/-110 +$0/-110 +$0,'-310 72 +80/-110 +801-110 +80.'-110 +80f-110 NOT APPLICABLE APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 74 +801-110 +80/-110 +80/-110 76 +80/110 +$0/110 9 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. PR �c"BJ:1uG w1°.1;, the 1urida v s " de to NO CHANGES THIS SHEET. c c� i 00 W nab L(T) O O N C�i N J O i 0 U U o IW— z U) '°N W oZS MCI O > W o rn .- �z o W o z Q O F— rn O W 777 O 0 Z _ � z �LLI Q U. X o 0 O LL z N J U L0 U z �j W CL > aµilasao saua5 a n rr u`5 u - ;T @ A. F, LYNN MILLER, P.E. P.E.# 58705 FRAM ASSEMBLY — ► 11376 I 1 .355" .060" CANCHOR COVER .301" �4 6 7/8" BEAD .864" .175" C1" BEAD MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS C VTC�1ll0 STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS Part # ®escription Material 80 Kommerling 4SG TPS Spacer System 81 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet fbr 82 Quanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 3.500" --► I — .062" J-CHANNEL FRAME SILICONE KODISPACE 80 4SG TPS STRUCTURAL SILICONE 1/4" NOM, FOAM WITH DESICCANT EXT. INT. GLASS 3.500" 02 FLANGE FRAME HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS --\ INT. GLASS SUPER 81 SPACERNXTTM TART F 9d• 3.500" ► - .062" 1.375" O INTEGRAL FIN FRAME _ALUMINUM REINFORCEMENT POLYISO— BUTYLENE 5/16" NOM. SEAL ROLL —FORMED STAINLESS STEEL <�\// DINT. GLASS D JRASEALC 82 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 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 78 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 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, CERT. OF AUTH. #29296 4 j EQUAL LEG/BOX FRAME to DESICCANT FILL AREA XL EDGETM :33 SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 5/16NOM. SILICONE SEAL VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14 BOM & ASSEMBLY o m J ROSOWSKI J�E PW-5520 NTS Id 11 OF 11 to 61 MD-5520.0 (�I B INT. GLASS NO CHANGES THIS SHEET. OF °W A. LYNN MILLER, P.E. P.E.# 58705 REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 3.500" --► I — .062" J-CHANNEL FRAME SILICONE KODISPACE 80 4SG TPS STRUCTURAL SILICONE 1/4" NOM, FOAM WITH DESICCANT EXT. INT. GLASS 3.500" 02 FLANGE FRAME HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS --\ INT. GLASS SUPER 81 SPACERNXTTM TART F 9d• 3.500" ► - .062" 1.375" O INTEGRAL FIN FRAME _ALUMINUM REINFORCEMENT POLYISO— BUTYLENE 5/16" NOM. SEAL ROLL —FORMED STAINLESS STEEL <�\// DINT. GLASS D JRASEALC 82 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 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 78 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 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, CERT. OF AUTH. #29296 4 j EQUAL LEG/BOX FRAME to DESICCANT FILL AREA XL EDGETM :33 SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 5/16NOM. SILICONE SEAL VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14 BOM & ASSEMBLY o m J ROSOWSKI J�E PW-5520 NTS Id 11 OF 11 to 61 MD-5520.0 (�I B INT. GLASS NO CHANGES THIS SHEET. OF °W A. LYNN MILLER, P.E. P.E.# 58705 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, CERT. OF AUTH. #29296 4 j EQUAL LEG/BOX FRAME to DESICCANT FILL AREA XL EDGETM :33 SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 5/16NOM. SILICONE SEAL VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14 BOM & ASSEMBLY o m J ROSOWSKI J�E PW-5520 NTS Id 11 OF 11 to 61 MD-5520.0 (�I B INT. GLASS NO CHANGES THIS SHEET. OF °W A. LYNN MILLER, P.E. P.E.# 58705