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HomeMy WebLinkAboutPW 5520 Series Vinyl PVC Fixed Window ImpactM IAM I ADE MIAMI-DADE COUNTY I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w W.miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed 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 Iiterature. 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 NOAtt 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.09 Expiration Date: April30, 2020 Approval Date: October 26, 2017 lili`�1i7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 194930.25) 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. �YDfYIK� 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 previous 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. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 194930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Sth 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. 194930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). � r In /�I Manuel P rez, E. Product Control. xa Diner NOA No. 1 - 614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19, 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel etez, P.E. Product Contr + taminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW )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 B, SEE LITE (CAP) MUST TEMPERED. SHEET 3 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD I BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) ' SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR A ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 4-13 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. B � - 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. .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 H A N N E L.................... ...... 4 GLAZING DETAILS... ..................... 5 DESIGN PRESSURES ................... 6-10 BOM & ASSEMBLY ............ ........... 11 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" CODES / STANDARDS USED: 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 4-13 (SHORT OR LONG SIDE ) MAX, BUCK WIDTH SEE TABLES 4-9 _ (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 6 MAX . SHEET 4 MAX. O.C. SEE TABLES 4-9 VISIBLE LIGHT WIDTH MAX. BUCK HEIGHT, SEE -- --- -� TABLE S 4-13 (LONG OR / ' SHORT SIDE) ' VISIBLE LIGHT A, SEE C / HEIGHT SHEET3 1 1 MAX. O.C. SEE TABLE S 4-9 VISIBLE LIGHT WIDTH - — - VISIBLE LIGHT HEIGHT 1.25" MAX. 1 C, SEE SHEET 4 MAX . BUCK HEIGHT, SEE LES 4-9 (LONG OR SHORT SIDE) �.Lo D �--� 1.25" MAX. � -►— TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL FLANGE FRAME (900 CORNERS) FRAME (900 CORNERS) (ANCHORED THROUGH NAIL FIN) 1.25" MAX. 6" MAX . —► + MAX. O.C. SEE TABLES �4 1 / VISIBLE LIGHT WIDTH 6" MAX. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 6" MAX. SEE TABLES VISIBLE 4-13 LIGHT HEIGHT MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) I I MAX. O.C. 6" MAX. SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) 1.25" MAX. ° � MAX. MAX. O.C. SEE O.C. TABLES 4-9 - SEE TABLES 1 4-9 / VISIBLE ° LIGHT HEIGHT MAX.BUCK / HEIGHT, SEE TABLES 4-9 (LONG OR VISIBLE SHORT SIDE) LIGHT WIDTH ° 1, I --► �- 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-CHANNE L FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) F[.C7.LYitCT FIFI iS: �i Oticn Lk, d�°� JR - 06/O6/17 -UPDATED ANCHORAGE TO FBC 2017. Y m W as w rn Nw m o } >> To p o O N Zw N 04 O (D n rl OJ O a z LL MoJa = o0 W U 0 �� aN o a O Z ° O O > O Z W 3 W ® N Q 06 7aa4$ u Z W O 8- Z Z Q W Z aD LL X J o O LL of N w } W `n O Z W > O a alpi * ; No,58705 •'•.F�ORIDP.•'� ONAL 777///1111100 A. LYNN MILLER, P.E. P.E.# 58705 Glass Type Description Table 7 718" 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 Intedayer 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 Intedayer 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 + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 7 12 v 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 3116" A Glass with .090" PVB Interlayer 9 14 1" Laminated I.G.: 3116" 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 + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 11 16 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 12 17 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3116" H Glass with .090" SG Interlayer 13 n nl/`u(lRc INCTAI I FD THRr11 I(:H FRAMF GroupAnchor 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" 3/16" 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" ORROWN 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116, 1-3/8" Steel, A36* 3/B" 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" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) V 1-3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) V 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator 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) 3/8" 2-7/16" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 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* 318" 0.050" Steel, A36* 3/8" 0.050"Mennen ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A" =ANNEALED "H" =HEAT STRENGTHENED "T" =TEMPERED "PVB" = .090" TROSIFOL O PV8 BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLAS O INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES. 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 SIDE �-- SIDE �- SIDE 1w Dew On -00 l 1 LONG LONG LONG � SIDE I� SIDE I� SIDE y{ oo! oo �� �1 W11 1 � 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE Mateoal Min. Fr, Min. F" Steel Screw 92 ksi 120 ksi 18-8 Screw 95 ksi 410 Screw 110 ksi Elco AggreGator@ V127Aksi 96 ksi eeee Elco UltraConS 177 ksi 410 SS Elco CegeFlex(D 189.7 ksi T5 Aluminum 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi � SOIDE y � SOIDE y o �/ 0 o �� 01� = Fn 1 L J 1 L J CERT. OF AUTH. #29296 SHORT y{ SIDE � z 0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT ©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) IZI 9/9/14 GLASS/ANCHORS/FRAME OPTIONS lom�l J ROSOWSKI PW-5520 NTS s 20F11 �z MD-5520.0 lal B p;z4tiTrJCA Fts,L`$S3ii3 �-� ceripl�in2, xid: FYsv Px sri➢dire �.n.e;,t.��;�N� P �t F-<nsration a WWs - . i . ��.• 41 OCEN4PIN(�� * No.58705 Ole 411 F 11 11 4V� C••F<ORIDN*" e,e,' 'ONAL 'E \\. t A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN -LEG/BOX FRAMES EMBEDMENT — EDGE DISTANCE y EDGE EMBEDMENT DISTANCE �1/411 MAX TYP. ANCHOR TYPE, SHIM EMBEDMENT AND EDGE DISTANCE PER —7 TYP. ANCHOR TYPE, SUBSTRATE, EMBEDMENT AND SEE TABLE 2, SHEET 2. EDGE DISTANCE PER , SUBSTRATE, SEE 4 _ TABLE 2, SHEET 2. m NOTES: 7/8" THICK I.G. 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. �_ TYP. ANCHOR TYPE, EXTERIOR EMBEDMENTAND 4 EDGE DISTANCE PER SUBSTRATE, SEE EQUAL- O TABLE 2, SHEET 2. LEG/BOX FRAME 1 /4" MAX. SHIM SHOWN 44 o°.. a EMBEDMENT INSTALLATION OPTION 2 ANCHORED THROUGH EDGE DISTANCE FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" FLANGE FRAME SHOWN INSTALLATION OPTION 2 ANC HOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. SHIM r EXTERIOR INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. SHIM 1"THICK I.G. � 7/8" THICK LG. VISIBLE LIGHT WIDTH �J EQUAL- LEG/BOX BUCK WIDTH FRAME SHOWN 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. SHIM #10 OR #12 STEEL 1/4" MAX. SHIM SMS (G5), SEE TABLE 2, SHEET 2. FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. z: c�ra.galyissg wr%%is 4tt:sTe cui;3suR C': u'� -q By LEG/BOX NO CHANGES THIS SHEET. FRAME SHOWN EXTE❑RIOR ❑ - v INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 ® COPYRIGHT © 2017 PGT INDUSTRIES, INC. CERT. OF AUTH.#29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) 0 9/9/14 FLANGE & EQUAL-LEG/BOX FRAMES o m' J ROSOWSKI PW-5520 NTS � 3OF11 oz MD-5520.0 B \\`111111111I /�7/ � � • L10EN� ••,•4 58705 O ••. S A p / d 'OI NAL ENG`�\ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD 4� EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE J-CHANNEL FRAME r SHOWN BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 5 ANCHORED TH ROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 21 THIS SHEET. 1 /4" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 1/4" MAX. SHIM EMBEDMENT a � EDGE DISTANCE TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 7/8" THICK I.G. 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. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS 1"THICK I.G. 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. EXTERIOR IL�— a INSTALLATION OPTION 5 1/4° MAX. SHIM ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. kf EDGE DISTANCE SEE NOTE 2, THIS SHEET. 1"THICK I.G. INTEGRAL FIN 7/8" THICK I.G. ❑ FRAME SHOWN VISIBLE LIGHT WIDTH 7 BUCK WIDTH HORIZONTAL SECTION CIVIC DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. v1AV RF VFRTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. 1 /4" MAX. SHIM INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. T VISIBLE LIGHT FORMULAS EMBEDMENT WIDTH: BUCK WIDTH - 4-4-3/1 HEIGHT: BUCK HEIGHT - 4-3/16" VERTICAL SECTION D-D 0 OR #12 STEEL_ SMS (GS), SEE TABLES 2 & 35 SHEET 2. 1/4" MAX. — r SHIM FIN AND/OR FLANGE MAY BE REMOVED IN -FIELD EXTERIOR n "OFJ v INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CT ® COPYRIGHT©2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) �gl 9/9/14 J-CHANNEL &INTEGRAL FIN FRAMES om� J ROSOWSKI PW-5520 NTS s 40F11 oz MD-5520.0 B EMBEDMENT a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) s f:�xxq-,dyirg v.�;ifz €L-xy, F1€' .st ,sii,isng le _ Vri /1/1111111 /// II LYNiy 7rli `� P�'� .• LICENSE �Ke IV' No.58705 .� .. ate- ;�p , lE f ; STATE �. '. Cis '•. <ORIDP,.•' ��; /SON . •� \ NAL 11, Il, I\. A. LYNN MILLER, P.E. P.E.# 58705 --►{ 7/8" NOM. 7/8" NO _ 7/8" NOM. —► 7/8" NOM. r 5/16" A/A PVB 5/16" A/A PVB -- 5/16" A/A PVB 5/16" A/A PVB 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE ?R0EKJCf PEVISSD 1/8" A GLASS 1/8" T GLASS 3/16" A_ GLASS 3/16" T GLASS as Cnnipiyin8 wab tht Momm Build;ug Code < EXTERIOR a EXTERIOR EXTERIOR < EXTERIOR Arcs ptauc: -� toe Fi.xpirntion Late By 80-83 80-83 80-83 80-83 nliari" trade Pr duct cuts GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. GLASS TYPE 7 1" NOM. 1" NOM. 1" NOM. -' 1" NOM. �{ �— W zU) 7 7/16" A/A PVB — 7/16" A/A PVB 7/16" A/A PVB 7/16" A/A SG > us rn 0 8 7/16" AIR SPACE — 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE p Ro } p o o aaoo 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS 3/16" GLASS z w O M N a EXTERIOR a EXTERIOR a EXTERIOR _A a EXTERIOR (D = 0 7 80-83 80-83 80-83 80-83 WU 00 F- Z _ ¢ cf) ON W 06 HMO GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z 0) g a LL 0 0 z Oaa4s N Z J U) 1" NOM. 1" NOM. 1" NOM. —j F- ?� Q Z By D 0 W Mimi Dado Product Cos .roG ¢ W 0 710 s 7/16" A/A SG 7/16" H/H SG 7/16" H/H SG EXTERIOR U [zZ 3/8" AIRSPACE 7/16" AIRSPACE 3/8" AIR SPACE < w N Q 1/2" NOM.GLASS U z 3/16" T GLASS _ 1/8" T GLASS 3/16" T GLASS BITE TYP. 80-83 j (5 li EXTERIOR a EXTERIOR a EXTERIOR 74 e111osaQ saF�aS 6 7 \\\t1\1111111//// . LYNAy4 80-83 1 80-83 80-83 �op1Y •. �( ��.•' UCENSF Ile GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 * No. 58705 = , 0 0 a� .,A.' =ANNEALED ° ,A0 T'• S7 T p "H"= HEAT STRENGTHENED ' GLASS TYPES 14 THROUGH ' '••:cI ORIDP.. •' I '//'S;S/�NAL TYP. GLAZING DETAIL ENG`��` "PVBTE 090T ROSIFOLO J CHANNEOL OR INTEGRALH t PVB BY KURARAY AMERICA, INC. _ FIN FRAMES 1 11 1 1 0 t "SG" _ .090" SENTRYGLAS ® A. LYNN MILLER, P.E. INTERLAYER BY KURARAY AMERICA, INC. P.E.# 58705 Window Design Pressure, (+/- psf) Use thistable fa Glass Ty pe: 7 1/8" A Cap - Airspace - 5116" A/A with PVB Window Long Side (in) Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 18 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 20 +/-50 +/-50 +l-50 +/-50 +l-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 22 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 24 +/-50 +l-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 26 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +l-50 28 +/-50 +/-50 +/-50 +/50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 30 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +1-50 +/50 +/-50 32 +1-50 +/-50 +/-50 +/50 +/50 +/-50 +/50 1 +/-50 +/-50 +/50 to 34 +/-50 +150 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 +/-50 36 +l-50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 +/50 N 38 +/-50 +/-50 +/50 +1-50 +/-50 +/-50 +/-50 40 +1-50 +1-50 +/-50 +/50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACNG IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 42 +/-50 +/50 +/-50 +/50 +/-50 44 +1-50 +/50 +/-50 +/-50 APPLIES TO A, B,COR DANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEE TABLE 3) 46 +1-50 +/50 +/50 48 +/50 +/-50 15" a" 51,05 +/-50 TABLE 5 Window Design Pressure, (+/- pst) Use this table for Glass Type: 1/8" T Cap -Airspace - 5/16" A/A with PVB Window Long Side (n) Dimensions 60,926 64 66 68 70 74 77 80 84 87 92 97 99 32 +150 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +/50 +1-50 +/50 +/-50 34 +150 +1-50 +/50 +/50 +/50 +/-50 +1-50 +/50 +/-50 +/-50 +/-50 +/47.3 +/46.7 36 +/50 +/-50 +/50 +/-50 +/-50 +/50 +1-50 +/-50 +/47.5 +/-45.4 +/-44.6 38 +/50 +/-50 +1-50 +/50 +/-50 +/50 +/50 +/-50 +/-49.1 +/46.1 +/-03.9 40 +/50 +/-50 +1-50 +/50 +/-50 +/-50 +/50 +/-50 +/-48.2 +/45.142 +150 +/-50 4+/�50+/-50 +/-50 +/50 +/-50 +/-50 +/50 +/-09.8 +/-47.4 44 +/50 +/-50 +/-50 +/50 +/-50 +/-50 +/50 +/-08.9 46 +/50 +/-50 +/-50 +/50 +/-50 +l-50 +/49.9 48 +/50 +/-50 +/50 +/50 +/-50 +/-50 rn 50 +/50 +/-50 +/-50 +/-50 +/50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 52 +/50 +/-50 +l-50 +/-50 +/50 54 +/50 +/-50 +/-50 +/-50 APPLIES TO A, B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEE TABLE 3) 56 +/50 +/-50 +/-50 58 +/50 +/-50 15" 33' FOR E ANCHORS, 4" FOR F ANCHORS 60.926 +/50 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT SIDE �� _ SHORT - -�I SIDE I— �— LONG SIDE LONG SSIyyDET �/ �� SIDE J— 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. S' S.}Ty[,,,,,r99C'F tr2'L"v7SE�e 5 �6Zir++iy'u WV 2iY rwiu {PS=l1%%fq �C Ar��aiaasc,,3,mo _. ..=.vgri ftE=e?t €rate. - - CBde'pnuAstet C _. NO CHANGES THIS SHEET. L m W � w m yw m 0 O C7 N Z w alo4 N on O Z = oO ON Z 0 a od JMG o > a Q Z Q U LC O j O Z Q o H rn O W /aays Z 2 U W Z Q W � alO'S X d o O LL Z N ~ J U' [j U Z W allly asa4 sai�ag ��.:•'• OCENgF'•.��� * ; No.58705 ' X/t % C( 44/ pt ORID ��'%rs�ONAL /IIIIII0W A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure, (+f-psf) Use this table for class Ty 9 & 10 3/16" A Ca -Airspace - 5/16' A/A with PVB 3/16" T Ca - Airspace - 5/16" A/A with PVB pes Window Long Side (in) Dimensions 60,926 64r 68 70 74 77 80 84 87 92M97 9932 +/-50 +/-50 +/-50 +/-50 +/50 +(-50 +/-50 +/-50 +/-50 +/SO 34 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +(�36 F+/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 38 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-60 +/-50 +/-50 40 +/-50 +/-50 +/-50 +/-50 +/50 +1-50 +/-60 +/-50 +/-50 42 +I50 +/-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +/-50 + d 44 +/SO +/-50 +/-50 +/-50 +/-60 +/-50 +150 +1-50 +/-50 a � 46 +/SO +l-50 +/-50 +/-50 +1-50 +/-50 +150 +/-50 48 +/SO +/-50 +/-50 +/-50 +/-50 +/-50 +150 to 50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEET53&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 52 +/50 +/-50 +(-50 +/-50 +(-50 54 +ISO +/-50 +1-50 +/-50 APPLIES TO A, B,COR DANCHORS (SEE TABLE 2) APPLIES TO EORFANCHORS (SEE TABLE 3) 56 +/SO +/-50 +/-50 58 +/SO +/-50 15" 3.5" FOR E ANCHORS, 4" FOR F ANCHORS 60.926 +/SO TABLE 7 Window Design Pressure, (+!-pstj Use his table for Glass Type: 11 1/8" 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 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 34 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +1-70 +1-70 +/-70 +/-70K+I-70 +1-70 +1-70 +1.70 +1-70 +1-70 +1-70 +I-70 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 40 +/-70 +/-70 +/-70 S+/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 42 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70+1-70 +1-70 44 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 46 +/-70 +/-70 +/-70 +1-70 +1-70 +/-7048 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 rn 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 MAX. O.C. SPACINGIF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET4 52 +/-70 +/-70 +/-70 +/-70 +/-70 54 +/-70 +1-70 +/-70 +/-70 APPUESTOB,CORDANCHORS (SEE TABLE 2) APPLIES TO F ANCHORS (SEE TABLE 3) 56 +/-70 +/-70 +/-70 58 +1-70 +1-70 15.5" 4" 60.926 +/-70 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE (� LONG SIDE SHORT SIDE SHORT _ SIDE r~ LONG SIDE -�7 LONG SHORT SIDE SHORT SIDE NOTES: 'I) 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. Fr��kr�r_f air .aj y ray; with the k %&. ,xai4dseLx c�€r.ie ( pig p ppy�, E=cpira&�.rosa NO CHANGES THIS SHEET. Y m W ? to w nay 0) 0 0 ww � O (7 N z w aloQ N L0 O u0 O Z tL n (D moi0 = oO ui ON ~ Z r7 < 06 `JMO o> o j m Z U Q w O J O Z Q H- rn O w 7aays ® rn Z # Z _ U) Z Q W af al°'S u X 0- O O z N F- J (� L0 v Z W d allll �xap sai�ag ��IIIIY LYN N�/! *: No.58705STA .•� ;moo. �F '' S /ONAL A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure, (+/-pst) thitable use for Glass Types 12 3/16" A Cap - Airspace - 7/16" A/A with PVB Window Lang Side (in) Dimensionsr649 71 73 75 78 80 85 86 89 92 96 99 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +l-70 32 34 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-7038 +1-70 +l-70 +/-70 +140 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-7040 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-7042 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-69.5 +/-66.7 44 +/-70 +/-70V+1470 +/-70 +/-70 +/-70 +/-70 +l-70 +/-69,9 +/-66.4 +/-63.7 46 +/-70 +/-70-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-63.9 +/-61.748 +/-70 +/-70-70 +/-70 +/-70 +/-70 +/-70 +/-6T8 +/-65.3 +/-61.9 +/-59.7 50 +/-70 +/-70-70 +/-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9 52 +1-70 +1-70-70 +/-70 +/-70 +/-67.8 +/-66.9 +/-64.2 +l-61.654 +/-70 +1-70-70 +1-70 +/-70 +/-66.2 +/-65.3 +/-62.5 56 +/-70 +1-70-70 +l-70 +/-69.2 +/-64.7 +/-63.8 57 +/-70 +/40 +/-70 +/-70 +/-69.8 +/-68.1 +144 60 +/-70 +/-70 +/-70 +/-69.7 +/-67 +1.65.3 MAX O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEET53&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 62 +1-70 +/-70 +/69.9 +/$7.9 +(65.2 64 +/-70 +/-70 +/-68.3 +/-66.3 APPLIESTOB,CORDANCHORS (SEE TABLE 2) APPLIES TO F ANCHORS (SEE TABLE 3) 66 +/-69.9 +/-68.9 +1-66.7 68 +/-68.4 +l-67.4 15.5" 4" 69.649 +1-67.1 TABLE 9 Window Design Pressure,(+/-psf) lkeNtable forGlass Type_ 13 3/16" T Cap -Airspace - 7/16" A/A with PVB Window Long Side (in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 +1-70 +/-70 +1-70 +l-70 +/-70 +1-70 +/-70 +/-70 +/40 +1-70 +/-70 +/-70 32 34 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 36 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/40 +/-70 +/-70 +/-70 +/-70 +/-70 39 +/-70 +/-70 +/40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 40 +/-70 +/-70 +/40 +/-70 +1-70 +/40 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 42 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +l-70 +/-70 44 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-70 46 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-68.6 c 48 +/-70 +/-70 +/-70 +/-70 +l-70 +1-70 +/-70 +/-70 +1-70 +/-68.8 +/-66.3 a 50 K/7 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 rn 52 +/-70 +1-70 +/-70 +/-70 +1-70 +1a0 +/-70 +/m70 +1-68.5 N54 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-69.5 56 +/-70 +/-70 +/-70 +/-70 +/40 +/-70 +/-7C 57 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-7( 60 +l-70 +/-70 +/-70 +/-70 +/-70 +l-70 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 MAX. O.C. SPACING IF ANCHORING THROUGHTHEINTEGRAL FIN PER SHEET4 62 +/40 +/40 +/-70 +/-70 +/-70 64 +1-70 +1-70 +1-70 +1-70 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO F ANCHORS (SEE TABLE 3) 66 +1-70 +/-70 +/-70 68 1 +/-70 +/-70 15.S" 3.9" 69,649 11 +/-70 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE SHORT �/ SIDE J_ SSI++DET �/ J- _ SHORT �I SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. LONG SIDE I LONG SIDE U.]SHORT _ SIDE 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. L m > „aa W w m 0 0 N W d) O Ur N z w aloo 0 N M w -i O J O a v Rg Z LL 0 moja = o0 ON ~ Z 0 ¢ et5 JMO o > e ro a v U Z o0 Q W O W z ED O H00 rn O W laays # Z O (p Z Q W Df 71F7s 0 X 0- O LL Z N F J 0 Lo Lu v Z W d > 0 allll osa4 sauag `\1\1111111 /,� Cp1Y LYNN�i P?'•.• LICENSE •. ���'� * I/ No. 58705 � � •. l 4u ;O,n •.• ST TE OF ' lS S�ONAL fcNG 111111111\ A. LYNN MILLER, P.E. P.E.# 58705 TGRI G 1n Window Design Pressure, (+l- pst) Use this fade for Glass Type: 14 3/16" A Cap - Airspace - 7/16" A/A with SG Window Long Side (in) Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 +80/A 10 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110P+80/A04.7 +80/,,110 +80/410 32 +80/-110 34 +80/410 +80/410 +801-110 +80/-110 +801-110 +80/-110 +80/A 10 +80/-110 +80/-110 +80/-108.3 +801-107.6 36 +801A 10 +80/A 10 +801A 10 +80/410 +80/-109.5 +80/-108.6 +80/-106.8 +80/-106S +80/-105.5 +80/-103.6 +80/-102.9 38 +80/,,1093 +80l-108.9 +80/-107.8 +801-106.8 +80/-105.5 +80/A04.6 +80/-102.7 +801A02.4 +80/-101.4 +80/-99A +80J-98.7 40 +801A06.3 +80/-105.5 +801-104.4 +80/-103.3 +80/-101.9 +80/-101 +80J-99.1 +80/-98.7 +80/-97,7 +80l-95.7 +80/-95 42 +80/-103.3 +80/A02.5 +80J-101.3 +80l-100.2 +801-98.8 +80/-97.9 +80/-95.8 +801-95.5 +80/-94.5 +80/-93.5 +801-92A +80/-90.7 44 +80J-100.7 +80/-99.8 +80/-98.6 +80/-97.5 +80l-96 +80/-95 +80/-92.9 +80/-92.6 +80/-91.5 +80/-90.4 +801-87.1 +80/-84.7 46 +80/-97.5 +80/-96,2 +80J-95 +80/-93A +801-92.5 +80/-90.3 +80/-89.9 +80!-BB.1 +80/-85.5 +80/-83.1 +80/-81.6 48 +80/-95A +80/-94A +80/-92.9 +80/-91.2 +80/-90.2 +80/-88 +80/-87.6 +80/-84.6 +80/-82.6 +80/-80.2 +/-78.6 a_ 50 t80/-93.6 +80/-92.2 +80/-90,9 +80l-89.2 +80/-88.2 +80/-85.4 +80/-84.5 +80/-82.4 +801-80.2 +1-77.6 N 0 52 R83 +80/-92 +80/-90.5 +801-89.2 +80/-87.4 +80l-86.4 +801-83.3 +80/-82.5 +801.80.2 +/-78 co 54 +801-90.6 +80/-89.1 +�/-87.7 +80J-85.8 +80l-84.7 +80/-81.3 +80/-80.4 t/-78.1 56 +80/-89A +80/1,87,8 +80/,1, 4 +801.84.4 +80/-83.2 +/-79.3 +/-78.5 57 +80/-90 +80/-88.8 +80l-87.2 +80/-85.8 +80/-83.4 +80/-82 +1-78.4 60 +80/-87.2 +80/-86 +80/-84 +80/-82.5 +80/-80.1 +1-78.6 MAX, O.C. SPACING IF ANCHORING THROUGHTHE FRAME PERSHEEFS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGHTHE INTEGRALFIN PER SHEET4 62 +80/-84.6 +80/-83.8 +80/-82.1 +80/-80.4 +/-78 64 +80/-82.9 +80/-82 +801-80.1 +/-78.4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPDCABLE 66 +80/-81A +80/-80.1 +1-78.3 68 +l-79.3 +1-78.4 13.2" 69,649 +/-77.7 TABLE 11' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �- LONG SIDE SS DET �� Imo- LONG SIDE � SHORT �/ SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES. Window Design Pressure, (+f-psi usemis lass for Glass Type: 15 3/16" T Cap - Airspace - 7116" A/A with SG Window Lang Side (n) Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 36 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801A 10 +80/-110 +80/-110 +801-110 +80l-110 +8D/-110 +80/410 +80/-110 40 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-109.9 +80/-108.5 +80/A07.5 +80/-106.9 +80/-106.1 +80/-104.8 +801-104.1 +801-103.3 42 +80/-110 +80/-109.8 +80/-108.8 +801-107,9 +80/-106.7 +80/-106.3 +80/-104.8 +80/-103.8 +80/-103.2 +80/-100.8 +80l-97.7 +80J-96.4 +80144.8 44 +80/-107.3 +801-106.7 +80/405.7 +80/-104.7 +80/-103A +80/-103 +801-101.4 +80/-98.6 +80/46.7 +80/-94.1 +80/-91.4 +80J-90.3 +80/-89.2 48 +80l-102 +801-101.3 +80/-100,3 +801-99.2 +80J47.3 +80/-96.2 +801-92.5 +80/-90A +80/-89.2 +80/-87.3 +80/-84.4 +80/-82.7 +80/-80.5 50 +801-99.8 +80/49.1 +801-98 +80/-96.9 +80/43.9 +80/-93.1 +801-89.9 +80/-87.7 +80/-86.2 +80/-84.3 +801-81.1 +/-79.3 +/-77 51 +80/-98.8 +80l-96 +80/-96.9 +80/-95.8 +80/42.8 +80/-92 +801-88.7 +80/-86.4 +80/185 +801-82,8 +J-79.6 +1-77.7 +/-75.3 54 +80/-96.1 +80/45.3 +801-94 +80/-92.1 +80/-89.4 +801-88.5 +8N-85.1 +8O/-82.7 +80/-81.1 +/-78.9 +1-75.3 +/-73.2 +/40.6 56 +80l44 +80/43.2 +80/-91.6 +80/-90.1 +80/,87.2 +80/-86.3 +80(-82.8 +801-80.2 +1-78.6 +1-76,3 +l-72.5 +/-70.5 v 58 +801-91A +80/40.6 +80/-89 +80l-87.5 +801-85.1 +80/-84.2 +80/-80.6 +1-78 +/-76.3 +1-73.8 +1-70.2 <n c 61 +801-87.8 +801-87 +80/-85.3 +80l-83.6 +80/-81.2 +80/-80.5 +/-77.3 +144.6 +1-72.8 +/-70A = U) 63 +80/-85.5 +80J•84.6 +80l-82.8 +801-81.1 +/-78.8 +/-78 +/-74.8 +/-72.3 +1-70.6 64 +801-84.4 +80/-83.5 +80/-81.7 +/-80 +/-77.5 +/-76,6 +/-73.5 +/-71.2 66 +80/-82.2 +80/-81.2 +1-79A +/-77.6 +/-75 +/-74.2 +1-71 68 +/080 +1-79.1 +/-77.2 +/-75.4 +/-72.7 +/41.9 MAX. O.C. SPACI NG IF ANCHORI NG THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 70 +/-78 +(-77.1 +/-75 +/-73.2 +1-70.5 72 +/-76 +1-75 +/-73 +1-71.1 APPLIES TO B, C OR D ANCHORS (SEETABLE2) 13.2" NOTAPPLICABLE 74 +/-74.1 +/-73 +/-71 76 +/-72.2 +/-71.1 77.76 +1-70.5 NOTES: 1) BUCK DIMENSIONS SHOWN. LONG SIDE SHORT SIDE - ONG DE SHORT SIDE 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. i'f;6�..i� x,e,lsaxrA ai.cse �@ pp t b d t:.E:FP�S!EAF.B F°� E i` 6J�l Y.L NO CHANGES THIS SHEET. DJ z L m as w a> rn O elO4 N O �j w LO J O a m .vg Z LC r i Mw0 = 00 DJ W ON ~ Z (D < ad `9MG o a Z 0 (n U O W L� Z m O Hrn m O W laays Z_ m � H _ cn z a w of LL X C O O N LL Z ~ CO � u Z W j o a- apil � sa4 sauag Y LYN LICENSE No .58705 = it ;0,�••. STATE F i FS •'•F�ORIDP..'��C��` S�ONAL I�N ` A. LYNN MILLER, P.E. P.E.# 58705 TART F'19 Window Design Pressure, (+/- psf) Use this table for Glass 16 1/8" T Cap - Airspace - 7116" WH with SG Type In Long Side (in) 60.926 64 66 68 70 74 77 80 84 87 92 97 99 + - +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801 110 80! 110+80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +801-110 +80/-110 +801-110 +80/-110 +80/A 10 +80/-110 +80/-110 +80l-110 +80/-110 +801A 10 +80/-110 +80/-110 +801-110 +8W-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110+801-110 +801-110 +80l-110 +80/-110 +80/-110 +80l-110 +80/-110 +801-110 +80L110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/A 10 +801A 10 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801A10 +80/A 10 +801-110 +80/-110 +80r-110 +801-110 +80/-110 +80l-110p+SO/M111100 +80l-110 +80/-110 +80/-110 +80/-110 +B�-110+801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801A 10 +80l-110 +80/-110+80/-110 +80/-110 +80/-110 +80/A 10+80/-110 +80/-110 +801A 10 56 +80/-110 +80l-110 58 +80/-110 +80l-110 60.926 +80/-110 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B. C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE 11.B" TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE Imo— LONG SIDE SHORT SIDE yy _ SHORT — J— SIDE I� LONG SIDE —� SSIDET LONG SIDE 'GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SHORT J-CHANNEL OR INTEGRAL �1 SIDE • FIN FRAMES. Window Design Pressure, (+/-psf) use or table for Glass Type: 17 3116" TCap -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 36 +80F110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80l-110 +80/-110 +80/-110 40 01-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80l-110 42 0/-110 +80/-110 +80/-110 +80l-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/A10 +80/-110 +80/A 10 +80/-110 44 =1+80/�1100/-110 0/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801A 10 +80/-110 +80/-110 +80r-110 +80/-110 +801-110 +M'110 +80l-110 +80/-110 +80/-11048 80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/A 10 +80/-110 +801-110 +80/-110 +80l-110 +801-110 +80/-110 +80/-110 +80/-110 50 80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/A 10 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 51 +801-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +801A 10 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 54 +80/-110 +801-110 +80/A 10 +80/-110 +801A 10 +801-110 +801-110 +80/A 10 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 c 56 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801A 10 +80/-110 +80/-110 v 58 +801A 10 +801-110 +80/A 10 +80/-110 +80/-110 +80/-110 +80/-110 +80/A 10 +80/-110 +801-110 +80/-110 rn +80/-110 +801-110 +801A 10 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80l-110 +801-110 g61 rn 63 +80/-110 +80/-110 +80/A 10 +80/-110 +80/-110 +80/-110 +80/-110 +80/A 10 +80/-110 64 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801410 66 +80/-110 +801-110 +801410 +80/-110 +80/-110 +80/-110 +80l-110 66 +80/A 10 +80/-110 +80/-110 +801-110 +801-110 +B0/-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 +80/-110 +BO/-110 +$0/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80 -110 APPLIESTO B, C ORD ANCHORS (SEE TABLE 2) NOTAPPLICABLE F7776 +60/-110 +80/-110 +80/-110 +80/-110 +80/-110 9,F +80/-110 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. Yi2:3P_iiJ€., E' 1z.1?i+is1a'.3 Ns a:rz-:rsn?.1�irrS wstiz fisne F't..'aa T;7ddxsg Carte -O 1 NO CHANGES THIS SHEET. Y m W > as w rn 0 p Nw rn O o (� N zy efaa W rtj O M ; w In JO o a N ,(a Z LL oia = o (D ui ON ~ Z (D < wS 9Ma o > d W Z 0 Lu ILL U O .1 O Z ED o H O w faays Z_ rn � _ (p Z LU Q W of 91003 LL X d o O LL Z N w } `O U Z W > a alf,i asaa s ��as 1tYILYN �''. L\GENSF'•.���'� yF No.58705 �; ?STA E ' � •'•FL ORIDP..'G\��\ S �ONAL tEN ` A. LYNN MILLER, P.E. P.E.# 58705 FRAME ASSEMBLY DETAILS —►{ 1.376" 55 .060„ U� 05 ANCHOR COVER .864" y .301" O7/8" BEAD L OI" BEAD MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR STRUCTURAL POLYISOBUTYLEN WITH DESICCANT Part # Description Material 80 Kommerling 4SG TIPS Spacer System 81 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer KChCKCNI:C ICJI KCYVRIJ. rIL-O!I/, OUOOgOu/U 3.500" .062" OJ-CHANNEL FRAME KODISPACE 4SG TPS 1.483" STRUCTURAL SILICONE NOM. FOAM WITH DESICCANT EXT. GLASS 625" 3.500" .062" OFLANGE FRAME -MELT BUTYL 3/16" NOM GLASS SUPER 81 SPACER®NXTTM vaar�er BUTYL & DESICCANT FOAM EXT. GLASS --\ 3.500" 062" 1.375" O INTEGRAL FIN FRAME ALUMINUM REINFORCEMENT 5/16" DURASEAL® 82 SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL GLASS 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 Corer PVC 6 720136 7/8" Glazing Bead PVC 7 720135 1" Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78I 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. I 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 3.500" 062" 1.483„ o OEQUAL LEG/BOX FRAME DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGET"' es CPAr..FR 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) BOM &ASSEMBLY PW-5520 I °I NTS Itl 11 OF 11 9/9/14 J ROSOWSKI MD-5520.0 ICI B INT. GLASS tt:iDUCT Ct�V£SE3} s e�InpEyiekaq wi4 n 6iae F ,{ i3ut10Cn8 4au#e I o�f�4. v t ��''� ���'•�IGENSF ���� ' * : No. 58705 � . S S S�pNAL LNG``• 0/111110 A. LYNN MILLER, P.E. P.E.# 58705