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HomeMy WebLinkAboutNOA- FIXED WINDOWSMIAMI-DARE NIIAMI DADE COUNTY 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) www.miamidade.eov/economy 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-5540" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through. I3 of 13, dated'09/09/14, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0415.01 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. NOA No. 16-0714.19 MfAM(•DADE COUNTY Expiration Date: September 24, 2020 Approval Date: September 01, 2016 L/ File CopyPage 1 w' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0415.01) 2. Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, with revision A dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 Edg9m 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. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5520/5420 PVC fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0415.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-04 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 , 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 PVC casement picture windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0415.01) E-1 Manuel Per .E. Product Control xa mer NOA No. 1 4.19 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (co=quED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 - 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 15-0415. 01) 5. Additional, Reference test report FTL-8183 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 04/24/15 and revised on 09/03/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0415. 01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTINum) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, . Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant-13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. Manuel ere , P.E. Product Contr E miner NOA No. 1-0714.19 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated April 10, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0415. 01) _ 2. Statement letter of no financial interest, dated April 10, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0415. 01) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0415. 01) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0415.01, issued to PGT Industries, Inc. for their Series "PW-5540" Vinyl Fixed Windows — LMI, approved on 09/24/15 and expiring on 09/24/20. Mills, Short & Associates 800 8th Street, Vero Beach © Approved as Corrected 0 Related O Revise and Resubmit O Sftk *ffiied Item This review is only for general conformance with the design concept of the project and general compliance with the information given In the Contract omments. Corrections or comments made on the shop drawings during this review do not relieve Contractor from oornp8ance with the requirements of the plans and specifications. Approval of a specific item shall not Include approval of an assembly of which the item is a component. Contractor is responsible for:, dimensions to be confirmed and correlated at the jobsite: information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction: coordination of the Work of all trades: and for performing all work in a safe and satisfactory manner. Date gy Manuel V-O714.19 P.E. Product Controiner NOA No. Expiration Date: September 24, 2020 Approval Date: September 01, 2016 e,3t Fs io o e. ea, A Z 110 d 2 'e, mt na bi5,,.Vq4A sm f a ff 110.105 1, 4h'"Me "� Yfle0 rani to fcmrfca rMM b hie, ,ftda; 10 mali CON Ift"ifkv ed w pe _ffllb :'14,", lIkK'rlOrlf?51 n' ue"sm-m-Ir* 4fta n ;-3 G;) i 10211 V t 0 A qbam6 via Alf'AN aa-ill GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B, SEE FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD SHEET 3 LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR 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 I INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO ; SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER A LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING MAX. JAMB 0.� STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 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 _ MAX. BUCK WIDTH SEE TABLES 4-13' (SHORT OR LONGSIDE) MAX. O.C. SEE �r TABLES 4-13 6' MAX. D, SEE _ SHEET4 VISIBLE �- LIGHT WIDTH MAX_ BUCK HEIGHT, SEE �___—___—_—_ _—_ _� TABLES3 VISIBLE OR SHORT SIDE) LIGHT / A, SEE C HEIGHT SHEET3 LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST B -..W_-__j 6" MAX LOADS IMPOSED ON THEM BY THE WINDOW. ~1 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. TYP. EQUAL-LEG/BOX & FLANGE FRAME (90° CORNERS) 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED 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. S ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B) 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, 8128, 8174: ELCO ULTRACON NON ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF8PA NDS & ALUMINUM DESIGN MANUAL SE 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC GENERAL NOTES.........................1 ELEVATIONS ............... ................. 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEG....._ ................... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL........................ . 4 FRAME ASSEMBLY TUBE .... ....... 5-6 GLAZING DETAILS ........................7 DESIGN PRESSURES ........ .......... 8-12 BOM & ASSEMBLY ........................13 _L VISIBLE LIGHT FORMULAS 6°MAX. WIDTH: BUCK WIDTH -6-314" HEIGHT: BUCK HEIGHT -"4" STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-09 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISIS700-07/S2-2010 IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE VARIES PER OPTIONS, SEE IMPACT RESISTANT TABLES 4.13. SHEETS B-12 MAX. BUCK WIDTH SEE TABLES 4.9 �— (SHORT OR LONG SIDE) __ -�I i•� MAX. O.C. SEE TABLES 4-9 125" MAX. 11 MAX• O.C. SEE TABLES 4.9 6" MAX -+i MAX. r- O.C. 6' MAX D 1-- VISIBLE LIGHT WIDTH II / VISIBLE ' / LIGHT C, E / HEIGHT SHEETSE4 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) 1.25" MAX. --►� I-�- TYP. INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) r 1.25° MAX. MAX O.C. SEE TABLES 4-9 / VISIBLE LIGHT HEIGHT / VISIBLE LIGHT WIDTH -y-I [-+-- MAX. O.C. SEE TABLES 4-9 -+ 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) MAX. O.C. SEE TABLES 4-9 MAX.BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) �- 125" MAX JR - 05/05/16 -ADDED SPACERS N TO SHEET 13. 2 m L U) Q �a6 O V 0 a e1o0 0 C7 N OA In JO _j o Z U- co Q sB uMu,O rG v0d z F JMO CD W r > O Z o ZLL Z F Z W 0 O W 2 J laays o6Ul F�- = U 0 Q W Z Z elw5 o EL LL < o N W O } Z W W > O o aq5 •asap sauaS LYNN�ljj�'. * : No. 58i05 �S G 70NAL1e A. LYNN MILLER. P.E. P.E.0 58705 Glass Type Description Table 4 Sheet # 7 718" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Alr Space + 5/16" laminated; (2) Lites of 1/8" A Glass with .09D" PVB Intedayer 4 8 8 7/8' Laminated I.G.: 118" T Exterior Cap + 7116' Air Space + 5fl6" Laminated; (2) Was of 1/8" A Glass with .090' PVB Interlayer 5 8 9 7/8" Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer 6 9 10 _ 7/8" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 9 11 1" Laminated I.G.: 1/B' T Exterior Cap+ 7/16" Air Space + 7/16' Laminated; (2) Utes of 3/16" A Glass with .090" PVB Intedayer 7 9 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 Intedayer 8 10 13 1" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .OW PVB Intedayer 9 10 14 V Laminated I.G.: 3f16" A Extedor Cap + 3f8' Air Space + 7116' Laminated; (2) Lites of 3/16" A Glass with .t190" SG Intedayer 10 11 15 1" Laminated I.G.: 3116' T Exterior Cap + 3/8' Air Space + 7/16' Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 11 11 16 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + 7/16" Laminated; (2) Lites of 3116" H Glass with .090" SG Intedayer 12 12 17 1" Laminated I.G.: 3116" T Exterior Cap + 3/B" Air Space + 7116" Laminated; (2) Lites of 3116" H Glass with .090" SG Intedayer 13 12 Group Anchor Substrate Min. Edge Distance Min. EmbedmenC A #10 SMS (steel, ISM S.S. or 41S.S.) P.T. Southern Pine (SG=0.55) 7/16' 13/8" Steel, A36' 318" 0.050" Steel Stud, A653 Gr. 33' 3f8" 0.0451" (18 Ga.) Aluminum, 6063-T5• 318" 0.050" 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 13/8" Concrete (min. 285 ksi) 1" 13/8" Ungrouted CMU, (ASTM G-90) 2-1/2' 1-1/4" B "2 SMS (steel, 183 S.S. or 1, 1 S.S.) P.T. Southern Pine (SG=0.55) 9/16, 13/8" Steel, A36' 318" 0.050" Steel Stud, A653 Gr. 33' 3/8' 0.0451" (18 Ga.) Aluminum, 6D63-T5' 3/8' 0.063' C 114" steel Ultracon Concrete (min. 2.85 ksi) 1" 13/4' Ungrouted CMU, (ASTM C-90) 2-117 1-1/4" 1/4' steel Creteflex Concrete (min. 3.35 ksi) 1" 13/4" 1/4" steel Uttracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4' steel Creteflex Ungrouted CMU, (ASTM G-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 13/8" D 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 13/8" Grouted CMU, (ASTM C-90) 2" 2" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 13W 1/4" steel Creteflex Concrete min. 3.35 ksI 2-1/2" 13/4" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" TARI F I- ANr`WnPQ INCTAI 1 Pn TNRr1i MR INTFr:RAi FIN Group Anchor Substrate Min. Edge Min. Distance Embedment' E 2-1/2" x .131" Common Nail P.T. Southem Pine (SG=.55) 3/8' 2-7/16" 2-11T Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8' 2-7116" P.T. Southern Pine (SG=.55) 1/2' 1318" #10 Trusshead SMS Aluminum, 6063-TS' 3/8" 0.050' (steel, tea S.S. Steel Stud, Gr. 33' 31W 0.0451" (18 Ga.) or 410 S.S.) Steel, A38' 318' 0.050' F P.T. Southern Pine (SG=.55) 9116" 1-NB" #12 SMS Aluminum, 6063-T5' 3/8' 0.063' (steel, 18$ S.S. Steel Stud, Gr. 33' 3/8° 0.050' or 410 S.S.) Steel, A30' 3/8" 0.050' 'A"=ANNEALED 'H" = HEAT STRENGTHENED ' MIN. OF 3 THREADS 'T"=TEMPERED BEYOND THE METAL 'PVB = UTACITAM PVB SUBSTRATE. FOR BY KU RAY A, INC. BY K STEEL STUDS, MIN EN "SG' =.090' SENTRYGLAS ®INTERLAYER LAS 0I Fu=45 KSI. BY KURARAY AMERICA. INC. "UNGROUTED CMU" VALUES MAY BE GLASS TYPES 14 THROUGH USED FOR GROUTED 17 MAY NOT BE USED WITH CMU APPLICATIONS. J-CHANNEL OR INTEGRAL FIN FRAMES. GLASS TYPES 7, 9, 12, & 14 MAY NOT BE USED IN THE HVHZABOVE 30'. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Oa o� a FLANGE o� Ch o o BOX OR o EQUAL LEG 2 4 El ❑o J-CHANNE� INT FG4RAL D�7E1 � 3 NOTE: SEE DETAILS AND DIMENSIONS ON SHEET 13 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 8-12. LONG LONG LONG F- SIDE - I (f SIDE y{ (� SIDE " { SHORT SIDE -�,---- -- T�-- --7�Ew �---- ----� /� ,Fy6/ I I 09 i % i Stn /' 09 1 1 i LONG LONG LONG LONG LONG 0 I� SIDE "I f^ SIDE SIDE -i SIDE F- SIDE -I 0TF- Y W I I I 1_ I I NN W I 11N NNI I u) ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu=45 KSI. 'affli NOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 )-480-1600 VINYL FIXED CASEMENT WINDOW NOA (LM) 10j 9/9114 GLASS/ANCHORS/FRAME OPTIONS amp J ROSOWSKI PW-5540 NTS Iyl 2 OF 13 I$zl MD-5540.0 PRODUCT REVISED az coalplyirlg with the Fto" 13WIdn:g Code Aaxptance No? F,%r1iPZtjen Date Sala INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INSTALLATION DIRECTLY INTO CONCRETE/CMU. OPTION 1 EMBEDMENT ANCHOREDTHROUGH EDGE DISTANCE I 1/4' MAX. FRAME INTO 2X WOOD L SHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. Q EDGE V�l FLANGE�7EMBEDMENT DISTANCE FRAME SHOWN II .__L� _ 1'THICKI.G. BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a EQUAL- LEGBOX FRAME SHOWN INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4' MAX. 4� SHIM MBTYP. ANCHOR T 1/4" MAX. SHIM EEDMENT AND EDGE YP. ANCHOR TYPE, DISTANCE PER , EMBEDMENT AND SUBSTRATE, . EDGE DISTANCE PER SEE TABLE 2, SHEET 2. .• SUBSTRATE, SEE TABLE 2, SHEET 2. o�� 71B' THICK I.G. �� FLANGE EXTERIOR VISIBLE LIGHTWIDTH 7 FRAME n EQUAL - SHOWN v LEG/BOX NOTES: BUCK WIDTH FRAME SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A 7/8'THICK I.G. 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 1/4• MAX. 1-112" THICK ARE TO BE CONSIDERED 1X SHIM INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR 1"THICK I.G. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED 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 DADE APPROVED MULLION. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BEADING TO BEADING. FLANGE FRAME SHOWN �� TYP. ANCHOR TYPE, EMBEDMENTAND _ o EDGE DISTANCE PER SUBSTRATE, SEE INSTALLATION TABLE 2, SHEET2. OPTION 4 ANCHOREDTHROUGH —1/4' MAX. SHIM FRAME INTO METAL EMBEDMENT INSTALLATION 4 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4' OPTION 2 ANCHOREDTHROUGH EDGE DISTANCE HEIGHT: BUCK HEIGHT FRAME DIRECTLYO CONCRETE/CMU. VERTICAL SECTION B-B /CMU. #10 OR 412 STEEL - SMS (05). SEE - TABLE 2, SHEET 2. CERT. OF AUTH. #29236 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 1/4' MAX. SHIM I EDGE DISTANCE • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE . TABLE 2, SHEET 2. pEQUAL P —plyi REVISBD FRAME �� az complyieeg with the Florida FRAME Aocemmhac�eAb «•'fQ 14.26?A SHOWN P 'ra!' Date' EXTERIOR By INSTALLATION Mla,n Dade Product OPTION 4 ANCHOREDTHROUGH •• FRAME INTO METAL VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14 2 FLANGE & EQUAL-LEG/BOX FRAMES o J ROSOWSKI N PW-5540 NTS 3 OF 13 o z MD-5540.0 z° A A LYNN MILLER, P.E. P.E.9 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4" MAX. SHIM ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN 1/4' MAX. SHIM INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. Imo— EDGE DISTANCE ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD l— EMBEDMENT O FRAME OR BUCKSTRIP. SEE SEE NOTE 2, THIS SHEET. FRAME OR BUCKSTRIP. SEE I NOTE 2, THIS SHEET. NOTE 2, THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE �Z J-CHANNEL- FRAME r SHOWN I BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a INTEGRAL FIN ,FRAME SHOWN 7/8" THICK I.G. 1' THICK I.G. INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR - I BUCKSTRIP. SEE NOTE 2, EMBEDMENT THIS SHEET. VERTICAL SECTION D-D f 1/4-MAX.SHIM T TYP: ANCHOR I} TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. SUBSTRATE, (NAIL SHOWN) SEE TABLE 2, SHEET 2. 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 I A/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1" THICK I.G. \_ 7/8" THICK I.G. 0 J-CHANNEL EXTERIOR VISIBLE LIGHTWIDTH - FRAME D SHOWN BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. INTEGRALFIN FRAME SHOWN #10 OR #12 STEEL 1/4' MAX. SHIM SMS (G5), SEE 1/4' MAX' TABLES 2 & 3, SHIM SHEET 2.ZI INSTALLATION OPTION 7 1/4' MAX INSTALLATION THROUGH THE INTEGRAL FIN, SHIM INTO METAL, SEE TABLE 3, SHEET 2. EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT-6.3/4" TYP. ANCHOR TYPE, EMBEDMENT CERT. OF AUTH. #28296 AND EDGE DISTANCE PER 1070 TECHNOLOGY DRIVE SUBSTRATE, SEE TABLE 3, SHEET 2. N. VENICE, FL 34275 (SCREW SHOWN) (941)-480-1600 FIN ANDlOR FLANGE MAY BE REMOVED IN -FIELD EXTERIOR INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. t ;' VINYL FIXED CASEMENT WINDOW NOA (LM) 0 919/14 J-CHANNEL & INTEGRAL FIN FRAMES om J ROSOWSKI PW-5540 ° z MD-5540.0 z° A A LYNN MILLER P.E. NTS v 4 OF 13 � P.E.#58705 I I EMBEDMENT INTEGRAL TYP. ANCHOR TYPE, FIN EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODUCTREVISF.D u templyin8 with the Fl aft �dw;Cods > ,:_l6-O 14. IQe2t3 e Pcod'cct Cnidroi ILLUSTRATION OF FIXED CASEMENT - TO -FIXED CASEMENT (00) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES FIXED CASEMENT FRAME ASSEMBLY TUBE/MULL • 5540 SERIES FOXED CASEMENT MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBEIMULL, SEE NOTE 2: +/- 70.0 PSF B) COMBINED COMPONENTS: B' MAX., SEE NOTE 2, THIS SHEET 4•- ADDITIONAL MULLION ANCHOR SEE NOTE 2, THIS SHEET - - - --- WINDOW ANCHOR C C 63' MAX. �►— 12744' MAX. -� ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X10) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63" MAX. FOR FIXED CASEMENT A) INDIVIDUAL A= 40' MAX. FOR CASEMENT A=60'MAX.IFOR AWNING gl COMBINED COMPONENTS: 5540 SERIES COMPONENTS: AWNING WINDOW r— A --►1 \ /%�� FRAME ASSEMBLY / /\ TUBEIMULL Df / \ \ D� \ 5540 SERIES \ 127-1 /4' MAX. \ CASEMENT WINDOW* _ FRAME ASSEMBLY TUBEIMULL VERTICAL SECTION D-D WINDOW ANCHOR 4- MAX MIN. #10 X314'SMS@ 14. 7MAX O.C. THROUGH MAX INSTALLATION HOLES, - SEE WINDOWS APPROVALFOR ANCHOR INFO. 127-1/4' MAX. ADDITIONAL MULLION ANCHOR SEE NOTE 2, THIS SHEET VERTICAL SECTION E-E _ 5540 SERIES /J EXTERIOR FIXED CASEMENT �/ \� WINDOW / 8"MAX^ MIN.#1DX3/4"SMS@1T SEE NOTE 2, MAX O.C. THROUGH THIS SHEET INSTALLATION HOLES, SEE- 'UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR ANCHOR INFO. FRAME ASSEMBLY TUBEIMULL NOTES. ALSO SEE NEXT SHEET 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2)ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), AWNING (UNDER SEPARATE APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBEIMULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY. C) HORIZONTAL Cam: 3 FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON SHALLOW, FLUSH CAP EQUAL-LEG/BOXSECTION THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 5540 SERIES 5540 SERIES FIXED FIXED CASEMENT WINDOW CASEMENT WINDOW 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 1- SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 17- MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. FRAME ASSEMBLY TU13EIMULL `_MIN. # 10 X 3/4- SMS @ 17- DEEP, FLUSH CAP MAX O.C. THROUGH INSTALLATION HOLES, SEE EXTERIOR SEE SHEET 6 FOR FRAME ANCWINORI APPROVAL FOR ASSEMBLY TUBE/MULLION NCHORINFO. DETAILS 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63- IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4- IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. Ry. CERT. OF AUTH.#29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9114 FRAME ASSEMBLY TUBE DETAILS A om J ROSOWSKI PW-5540 ICI NTS jai 5OF13 Ipzl MD-5540.0 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY 5540 SERIES FIXED CASEMENT WINDOW (HEAD) PRODUCY REVISED u ccniplying with ft FluridQ Bading Code A--Ftm- No ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E WINDOW ANCHOR WINDOWS, SEAL WITH ANCHORS THROUGH THE END CAP OR SEE NOTE 2, SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS. • • 0 •O• i 00 • /IIIIIIIIII%' NOTES FOR FRAME ASSEMBLY TUBE END CAP: - FRAME ASSEMBLY TUBEIMULL FRONT VIEW 1) APPLIES TO FIN OR J-CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14'. 1.250' .100 3.250" FRAME ASSEMBLY TUBE, ALUM 6005-T5 1.874" 375' .060" OSHALLOW. FLUSH 91 CAP, PVC 1.674' --►{� 62T O60" DEEP,FLUSH CAP, PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET. FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL .221' �i i-- REMOVE FOR I FIN APPLICATIONS .055' J --- - .664" 93 FRAME ASSEMBLY TUBE END CAP, PVC CERT. OF AUTH. 429296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. 1-114. 127-1 ,$- MAX. —� 127-1/4" MAX. 63' � 63' MAX. +I MAX. jT y/( FIXED FIXED FIXED FIXED A I /' r 1-1/4' yL --r{ 1z7-v127-1/4"I- FD(FD a"Max �+- MAX L 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBEIMULL 9� (4 WINDOWS MAX.) FXED 127-1/4" �— 127.1/4' MAX. / \ E-AWI.'\ MAXAWN.' CAFIXED I �►— 127-1/4"MAX. —�-{ III— 255-3/4" MAX. �-II 2OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX) Y MAX 255-MAX 1u-va" FU ED MAX. f L F� 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBEIMULL A= 63' MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT r— A A= 60' MAX. FOR AWNING T 1-1/4' LFLYED � CASE. 127-1/4' \ 255-3/4' MAX. \ MAX 127- � MAX. X. Z CASE.• , awN.� PRODUCTREVISED as con, p:yins with the Florida Building Code A=ptaaaTM lro'O 14..1g . Dete r�f�{J 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY By Miam Dade Prodacr'C TUBEIMULL VARIOUS WINDOW TYPES AND SIZES. ..... . 'UNDER SEPARATE APPROVAL VINYL FIXED CASEMENT WINDOW NOA (LM) lol 9/9/14 FRAME ASSEMBLY TUBE DETAILS B IPWJROSOWSKI PW-5540181 NTS 141 6OF13 1a21 MD-5540.0 7/8' N I 718" NO 7/8" NOM. 5/16" A/A PVB 5/16" A!A PVB 5116" A/A PVB 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 1/8" A GLASS 1/8" T GLASS \ \ 3/16" _A GLASS aEXTERIOR a EXTERIOR a EXTERIOR 80-83 80-83 80-83 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �+- 1' NOM. I 1" NOM. I 1" NOM. -+•� 7/16" A(A PVB 11 7116" A/A PVB 7/16" A/A PVB 7/16" AIR SPACE 318" AIR SPACE 3/8" AIR SPACE 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS aEXTERIOR �] EXTERIOR a EXTERIOR eae3 ao�3 aD-a3 GLASS TYPE 11 1' NOM. 7116" A/A SG 3/8" AIRSPACE 3116" T_ GLASS a EXTERIOR GLASS TYPE 15 GLAZING NOTES: 'A' = ANNEALED "H"= HEAT STRENGTHENED T = TEMPERED RVB" = .090' BUTACITEG PVB' BY KURARAYAMERICA, INC. 'SG" = .090" SENTRYGLAS G INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. �-+ 1" NOM. 7/16" H/H SG 7/16" AIR SPACE 1/8" T_ GLASS aEXTERIOR 80�3 GLASS TYPE 16 1" NOM. 7/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 80-83 EXTEI GLASS TYPE 17 G -�{ 7/8' NOM. 5116" A/A PVB I I 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR GLASS TYPE 10 1"NOM. 7/16" A/A SG 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR so-e3 GLASS TYPE 14 TYP. GLAZING DETAIL PRODUCT REVISED _ " as .omp;)ing WAth [It0 Fwd& Budduig Code ", N h Y Q j N 'nay O> 0 a o N e7o0 0 CD LL a O '9 O � 9 Z IL m Q „-0 2 Dj O UUo Z z 3 oN JMO O LL o z n O LU laa4S ® W co U Q Z W Wp alwS u x O of J Z_ cwi Z > c7 a a171 'nsa0 saua5 A. LYNN MILLER P.E. P.E.# 58705 Short Side On) m 01 L N O m W A N 0� L Er N O� N m OWf � 0 o zi Fi o 0 7i O o 0 0 o c3' 0 0 t + '+'^^ ,gi,nn :t J+^ ,,+^^ •+ 11+-- !+! + ,+,^^ ` + t* fT LI 0 0 t N 0 t t N in 0 0 t* N 0 . GI (T 0 0 t.. 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NO p e = 2 N 0'O N 0 rP� � z a�90 z� 2 m Z y 06 � f m Nm m� mRcn m° zq zm Short Side On) 3 � + 0i + + 0 !n 0 + + In L� 0 0 + a 1n 0 + + ��n 0 + in 0 + in 0 + 1n 0 + + 1n rid 0 + + U 0 o + + m + + 0000�00000000000� + /+,, + /+,, + /+,, + + + l+,, . . ` ` +++ 000000 t t ++ + 0000 t t+ t++ 0 00 t 0oO1 t 0= D a nni 0 In 0 in 0 G in 0 0 !n 0 A 0 L� 0 + + .A dl 0 0 !n inu 0 0 0 in (O o D f7i ID N � 7 N C G 1n in !n in bi in 1n N 1n !n > 6 f � � N + 0 t O t t O O O JJ*�� f*�, O O O O O O m C ° Z! p ,..�� m ? a N m m A ° Gl t + + O ((+ O + t O O t ` O O +n O t O N o � z 8 W Z OOOOOOOOON V >P� !n G in in In in !n In o )� R zg 10101,101 = z * r�m y 0 t 0 0 t t 0 0 t 0 o J r N Il.�. fn 2 III Am� O�p o ZOm °m 0 (n U)) P a{ �m m Rav 3 Rev 2 Rev A 7 w +i m ei v 1070 TECHNOLOGY DRIVE ° D N. VENICE, FL 34275 R � • a (941)-480-1600 in CERT. OF AUTH. M296 c VINYL FIXED CASEMENT WINDOW NOA (LM) $ 9/9/14 in QV C in :.:, ..• I` o DESIGN PRESSURE TABLES A 2m'' J ROSOWSKI rj ';,;„1 •.,: ' PW-5540 NTS 8OF13 9z MD-5540.0 a A �� i0 m 0rmmA'a � O<.9 r m " r yP r r 9 �= z �mo Z Oy zxLm °mm Z !q N Short Side on) m m � N U m� A N 0 Oo 01 A N O eo U A N O F � �I Al V V V V 1 V L V N J V V V W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m ++ t t t t t t++ t++ t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 0 t t z 0 0 t. zzJz�LB 0 t. 0 0 t 0 0 0 t 0 t t t t t t+ t m I 0 S 0 0 0 0 0 0 0 0 0 0 o N p, O t t t t t t t t t t t 3 +� y t t t t t t t t t t V C V O +1 O V V O O -t1 O N 0 O O O O r O A D + o m t t ul N O O O O O O O O O g c -I 0 x o 0 + + + + t + t ; m u �e D y Q ° D 2 A D Z S 4 = Z n 0 L.4 0 J 0 0 +1 J 0 0 L 0 V J J J N J fJ m y�y a A O Z D t o t t 0 0 t 04 ... ^ D o c n � o P w LLI xm Z tVV tyy 0 � A Jtt Z N mT >A N Wz 5Z mo en N O= A$ p- rp 6Zlo 0 mlv Z00 zm Short Side (n) 3 CL O a O O LJ O O O O O O O O O S + + + + + + + + + + + + + + /+ + + + + ssoPMMsss���11�� w` 90808E3��`b�08 mm o D f D_ m (+� (t� (tom [tom (t� :t :t ('Ft :�t" ti :t t O (1/ CA �• O O O O O O O O {S-U� N Fg A N t t J�,', t t t++ t t v 15�a D D 993 ax 8 Li ti s fi 8 s 0 0 03 ca -1 �s§8s§�6oss� m m D O 2 Z vmp x g o �° 2. 61 A Zj O 8 O V O D C 'F :t + :tN� :t1 A m v C = O O O O N IN 0-0 n z W A p r t+++ N 0 „ x zall°m y� = z ft + + co N 50 rri 2 0 D Am Wr z <M se N j -40 O >-Z m N ul x r Z m fn m A I— y fJI m z �l G7 Revs Rev2 RevA x y.,aR 1070 TECHNOLOGY DRIVE N. 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VINYL FIXED CASEMENT WINDOW NOA (LM) c 9/9/14 o DESIGN PRESSURE TABLES B om J ROSOWSKI m .;'; ` PW-5540 NTS � 9 OF 13 oz MD-5540.0 A Short Side on) i �L A� emi A N O V ONI A N O m OAl' A N O OWD T A N? + + + + + + + + + + + + 0 0 0 0 0 0 0 0 0 0 J t t t t. t t t t t .+- t t t t t t t+ J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N J �1 t t t t t t t �' t y t t t z W 0 0 0 0 0 J 0 r 0 0 N 0 v 0 J �1 0 0 N 0 J 0 0 �1 J 0 0 0 ••� On -� C 7C CL + + + + + + + + + + t + + + + + + i°. ��L��:i:JL�LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D O N m =. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O T Cy 9 t t t t t t t+ t++++++ D W � m C = A t t t t t t t t t t t t t t b C -!44. 0 0 r r 0 0 0 0 0 0 0 -!l 0 0 0 0 0 0W C R S � O m t t t t t t t t t t t t t G G w m,^ m m Z L L a o L N L L m � y 2 z ➢ 0 o 0 0 0 0 o 0 0 0 0 0 0 0 0 = A_ t t t t t t tV tJ tJt`+ � 2 � m A y & V J J, J z z V m QeE A G1 'VO 0 0 0 0 0 0 0 0 0 0 0 2 O t t t t t t t t t t t 4 J Z. J v v v V J N S n m R Z 0 0 0 0 0 0 0 0 O.. 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J J J �1 z J j) A O O O O O O O O O O O O O O O O O m ~ m A �n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J +'+ t t. t t t . t t t t t t t t v 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 D � W m J o 0 0 0 0 0 0 0 V 0 Z V 0 0 -4 0 �1 J 0 o D O �m7 � bi N J �I V V V J J 0 J 0 J r 0 m N J m 0 0 0 0 0 0 0 0 0 0 0 0 0 ` U1 � pl C N 0 0 0 0 0 0 0 0 0 0 0 0 � �• W� a � ca C a m J •� ID J 0 J V 0 V V J 0 0 V N � ...... m p m ai w N m 6o 0 0 0 0 0 0 a 0 Z t t t t t t m 2 m = ,�t+ yO N Z N m A P.m N P to y m b J fD 0 J 0 J V 0 0'O J J J O O N � X + + + t + t+ t t t t 0 = V O O O O O O N D O i'f Gf A W la io A • m t t t t Fr g Fi m tc bi 7f m 7d V V J m 4 W O Z n V) /0 IO A m O O O O O A O m .jam t t t t t t t t tLa A V V V V b W y2 60 I� =01 Arm mr oho o°ZZ D�0 o m NZ wO< ZOw pm Rev Rev RrvA YVJ �S•'rj(n 73 I. un 1070 TECHNOLOGY DRIVE a e c p ti' •� N. VENICE, FL 34275 8 �•� (941)-480-1500 ^ f CERT. OF AUTH. #29296 � m m r- ., • ,4 — � Q O VINYL FIXED CASEMENT WINDOW NOA(LM) q 9/9/14 o DESIGN PRESSURE TABLES C o� J ROSOWSKI `'; • J, s PW-5540 NTS v 10 OF 13 3 ° :• . N ' o z MD-5540.0 , A Window Dimensions 32 34 36 38 40 42 44 46 c 48 0 50 rn 52 N 54 56 57 60 Window Design Pressure, (+l- psf) 3/16" A Cap -Airspace - 7116" A/A with SG this table for Glass 14 69.649 71 73 1 75 78 1 80 85 86 89 1 92 96 99 +B01-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/410 +801-110 +801-110 +801-110 +80/410 +801410 +80/-110 +80/-110 +80/410 +801410 +801-110 +801-110 +801-109.4 +801.100.3 +80/-107.6 +80/-110 +801-110 +801-110 +801-110 +80/-109.5 +801-108.6 +801-106.8 +80f-106.5 +801-105.5 +801-104.7 +80/-103.6 +801-102.9 +801-109.7 +80%tOS.9 +801-107.8 +801-106.8 +801-105.5 +801-104.6 +80f-102.7 +80/-102.4 +80/-101.4 +801-100.5 +801-99.4 +80/-98.7 +801-106.3 +801-105.5 +801-104.4 +801-103.3 +801-101.9 +801.101 +W/-99.1 +801-98.7 +801-97.7 +801-96.8 +80/-95.7 +801-95 +80/-103.3 +80l-102.5 +801-101.3 +80/-100.2 +80/-98.8 +801-97.9 +80/-95.8 +80/-95.6 1 +801-94.5 +801-93.5 +80/-92.4 +BW-90.7 +801-100.7 +801-99.8 +801-98.6 +801-97.5 +80/-95 +80/-95 +80/-92.9 +80/-92.6 +801-91.5 +801-90.4 +801-87.1 +BO/•84.7 +801-98.4 +801-97.5 +80/-96.2 +80/-95 +80/-93.4 +80f-92.5 +801-90.3 +80/-89.9 +80/-88.1 +801-85.5 +801-83.1 +801-81.6 +80/-96.3 +801-95.4 +80/-94.1 +80/-929 +801-91.2 +801-90.2 +80/-88. +80/-87.6 +80f-84.6 +80/-82.6 +801-80.2 +/-78.6 +801-94.6 +80f-93.6 +80/-922 +801-90.9 +80/-89.2 +80/-88.2 +80/-85.4 +801-84.5 +80f-82.4 +80/-80.2 +/-77.6 +80f-93 +801-92 +BW-90.5 +80f-89.2 +601-87.4 +801-86.4 +80/-83.3 +80/-82.5 +801-80.2 +/-78 +801-91.7 +801-90.6 +BO/-89.1 +80/-87.7 +801-85.8 +80/-84.7 +80/-81.3 +80/-80.4 +/-761 ' +801-S0.5 +801.89.4 +80/-87.8 +801-86.4 +801-84.4 +80f-83.2 +l-79.3 +/-78.5 +80/-90 +BOf-88.8 +801.87.2 +80/-85.8 +801-83.4 +801-82 +/-78.4 +801-87.2 +80/-86 +80/-84 +80/-825 +801.80.1 +/-78.6 62 +80/-84.6 +801-83.8 +BW-82.1 +8D/-80.4 +/-78 64 +80/-82.9 +80/-82 +001-80.1 +/-78.4 66 +801.81.1 +80%80.1 +1-78.3 68 +/-79.3 1 +I-78.4 I59.549 1 +1-77.7 Dimensions 40 42 44 48 60 51 54 e 58 c v 58 = 61 63 64 66 68 70 72 74 76 MAX. O.C. SPACING IF ANCHORI NG MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS . (SEETABLE2) NOTAPPUCABLE 13 2" Window Design Pressure, (+I- psf) 3/16" T Cap - Airspace - 7116" A/A with SG TABLE DIMENSIONS MAY BE 1 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, LONG SIDE �- LONG SIDE SHORT 9 SIDE SHORT -I SIDE T �- LONG SIDE -►� f SHORT SIDE f4 GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES. for Glassi 15 77.76 1 78 1 81 1 83 86 1 87 91 1 84 96 1 99 1 104 1 107 111, +801-110 +801-110 +801-110 +W-110 +80/-110 +801-11D +80/-110 +801-110 +801.110 +801-110 +BD/-110 +80/-110 +80/-110 +801-110 +801-110 +BO/-110 +8W-110 +80/-110 +801.109.9 +SW-108.5 +801-107.5 +80f-106.9 +801-106.1 +80/-1D4.8 +801-104.1 +W-103.3 +801-110 +80'-109.8 +801-108.8 +80/-107.9 +80/-106.7 +801-106.3 +801-104.8 +80/-103.8 +80/-1032 +80/-100.8 +80/-97.7 +801.96.4 +80/44.8 +80/407.3 +80'-108.7 +80(-105.7 +80/-104.7 +801-103.4 +801-103 +801.101.4 +80/•98.6 +801-96.7 +80/-94.1 +8W-91.4 +80/-90.3 +M-89.2 +80/-102 +6W-101.3 +801-100.3 +8W-99.2 +80f-97.3 +801-96.2 +W-925 +801-90.4 +80/-89.2 +80/-87.3 +W-84.4 +80f 827 +801430.5 +SW--99.8 +SW-99.1 +W-98 +801-96.9 +801-93.9 +801-93.1 +801-89.9 +80/$7.7 +B0IB6.2 +801434.3 +BW-81.1 +/-79.3 +1-77 +80/-98.8 +80/-98 +BDI-96.9 +801-95.8 +801-92.8 +801-92 +801.88.7 +801-86.4 +801-85 +801.828 +/-79.6 +/-77.7 +1-75.3 +80t.96.1 +W-95.3 +801-94 +80/-921 +M-89.4 +801-88.5 +801.85.1 +801$27 +8W81.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 +801-04 +80/-93.2' +8W-91.6 +801-90.1 +80I.87.2 +8W-W.3 +BW-828 +801430.2 +/-78.6 +1-76.3 +/-725 +/-70.5 +801-91.4 +801-90.6 +W-89 +80f-875 +801-85.1 +801-84.2 +BW.80.6 +/-78 +/-76.3 +/-73.6 +/-70.2 +8W-87.8 +801-B7 +801-B5.3 +8W-83.6 +80/.81.2 +801.80.5 +1-77.3 +1-74.6 +/-728 +1-70.4 +80/-85.5 +80/•84.6 +801-828 +8W-81.1 +/-78.8 +/-78 +1-74.8 +/-723 +/ 70.6 +8W-84.4 +801-83.5 +801-81.7 +/-80 +f-77.5 +/-76.8 +1-73.5 +/-71.2 +BW-822 +8(/$1,2 +/-79.4 +1-77.6 +/75 +/74.2 +f71 +1_80 +/-79.1 +1-77.2 +1-75.4 +1-727 +/-71.9 +/-78 +/-77.1 +/-75 +/-73.2 +/ 70.5 +/-76 +/-75 +/-73 +/-71.1 +1-74.1 +1-73 +1-71 +/-722 +/-71.1 MAX. O.C. SPACING IFANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS (SEETABLE2) NOTAPPUCABLE 13.2° I LONG SIDE 1 SHORT SIDE ALLOWABLE MAX. O.C. SPACING IF ANCHORGROUPS ANCHORING THROUGH PERSHEET2 THE FRAME PER SHEET B,CORD 13.2" NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAII'ABLE 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. z N n W a Y U Q •nay > r rn 0 o ❑ O1 0 aiW (.D N o -1 M L? LL Z m UUo Q Z °mob '°N Wo IW-• Z °D � w O ❑ az Z Z -1 CO ILL O W ♦- ® N W W D! laa4S Q U U) Z . a w W o x a LL Z 1-:U_' Lo O Z W > ❑ LL agrl •asap saua Window Dimensions 32 34 36 40 42 m 44 9 � 4s t 48 t to 50 52 54 56 60.926 TABLE 13: Window Dimensions Window Design Pressure, (+1- psf) 1/8" T CaD -Airspace - 7/16" H/H with SG Use N's table for Glass 16 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 1 +801.110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801410 +801-110 +80/-110 +8(Y-110 +80/-110 +80/-110 +801-110 +801410 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/410 +801-110 +80l-110 +801-/ 10 +801-110 +801-110 +80/-110 +801-110 +81V-110 +80%110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801410 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801.110 +801410 +80/-110 +801.110 +80/-110 +801.110 +801-110 +801.110 +801-110 +801-110 +00/-110 +80/-110 +801.110 +80/-110 +801-110 +801-110 +Bo/-110 +801-110 MAX. O.C.SPAONG IFANCHORING MAIL O.C. SPACING IFANCHORING THROUGHTHE FRAME PERSHEETS3&4 THROUGH THE INTEGRALFIN PER SHEET4 APPUESTO B, CORD ANCHORS (SEETA8LE2) NOTAPPUCABLE L7.8- Window Design Pressure, (+I-psf) MIS" TCap -Airspace - 7116" H/H with SG TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE r— LONG SIDE SHORT „ SIDE + SHORT I-- L SIDE f �— LONGSIDE —►I SHORT fJ SIDE LONG SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SHORT J-CHANNEL OR INTEGRAL SIDE FIN FRAMES. NB ®ale for Glass 17 36 +801-110 +80/-110 1 +80/-110 +801-110 +80/-110 +801-110 1 +801-110 +801-110 +80/-110 +801-110 1 +801-110 +801.110 1 +BW-110 +801-110 +801-110 +BOf-110 +801-110 +80/-110 40 +801-110 +801-110 +80/-110 +80'-110 +80/410 +8D/-110 +001-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 42 +801-110 +Bo/-110 +80/-110 +801.110 +80/-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 44 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +BD/-110 +80/-110 +801-110 +801.110 +80(-110 48 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 50 +801-110 +801-110 +80/-110 +80r-110 +801-110 +801.110 +80/-110 +801-110 +80/-110 +801.110 +8d-110 +801-110 +BO/-110 +80/-110 +80/-110 51 +80/-110 +801--110 +80f-110 +BOf-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +B0/-110 +801-110 54 +80/-110 +801-110 +801-110 +80f-110 +801-110 +Bo,- 10 +80/-010 +80r-110 +80/-110 +80f-li +W-110 +801-110 +80/-110 58 +80/-110 +801-110 +801-110 +8a-110 +801-110 +Z-110 +BO/-110 +8o/-110 +80/-110 +801-110 1 +801-110 +s0/-110 61 +801-110 1 +801-110 +801-110 +80(-11D +801-110 +801-110 +801-110 +80/-110 63 +80/-110 +80/-110 +801-110 +80'-110 +801-110 +801-110 +801-110 +80/-110 64 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 B6 +80/-110 +801-110 +801-110 +801-110 +80/110 +80/-110 +801-110 68 +801-110 +801-110 +801-110 +W-110 +80/-110 +80/-110 70 +80/-11D +80/-110 +801-110 +80'-110 +8D/-110 72 +801-110 +801-110 +801-110 +B01-110 74 +801-110 +801-110 +80/-110 76 1 +801-110 1 +801.110 1 - MAX. D.C. SPACING IFANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRALFIN PER SHEET APPLIES TO 8, C OR D ANCHORS (SEETABLE2) NOTAPPUCABLE 9" 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. PRODUCTREVISED as-.Piyjag with the Floala 0,tilding Code Acccpmnce No*- I4-%19 ExpitatVa Date 020 N n a 1 < � •�'-^aa O rn N o N slop o _ C3 O to —1 to M O CD e rj Z LL m_ Q uMa+0 UVo z FWCO - Z �? '"N W O DWI o Z m z U. H -j O Z In N W FQ- m. W W Iaa45 ® # Q 7 In = U W z a w � 'Ills LL X D- p Cl LL z v W } 0 N U Z W j o a alit '�sa0 -S FRAMI ASSEMBLY[ 3.500' 3.500• - 1.376' O J .075• .075' .060' (D ANCHOR COVER a❑� III(�II� 2.1I66" E ��� .301' .625' D i .625" O7/8' BEAD T 1.375• O J'CHANNEL FRAME 2O FLANGE FRAME I} I 04 �r .175. L IIJ+- SILICONE HC STRUCTURAL O1• BEAD STRUCTURAL SILICONE POLYISOBUTYLEN 1/4•' NOM. FOAM WITH DESICCANT WITH DESICCANT EXT. GLASS EXT. GLA55� MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR L:,-> Part # Description Material 80 Kommeding 4SG TIPS Spacer System See this Sheet for 81 Quanex Super Spacer nXT'with Hot Melt Butyl 82 Quanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: F rL-8717, 8968 & 8970 3.500• - — .075" 2.166' III IV II II II 2.166- 375'II O INTEGRAL FIN FRAME -MELT BUM rtorvrun�,crviov i POLYISO- BUMENE —3/16' NOM. 5/16" NOM. SEAL BUTYL8 DESICCANT ROLL -FORMED _ FOAM STAINLESS STEEL EXT. GLASS V4/,- —INT. GLASS V,/v `INT. GLASS O KODISPACE 81 SUPER T. 4SG TPS SPACER N^I OEQUAL LEGIBOX FRAME FILL AREA 6" NOM. ONE SEAL EXT. GLASS INT. GLASS DURASEALO INT. GLASS XL EDGETm B3SPACER SPACER # Part# Description Material 1 620139 Jchannel Frame PVC 2 620140 Flange Frame PVC 3 620141 Integral Fin Frame PVC 4 620142 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC 6 720136 7/8" IG Glazing Bead PVC 7 720135 1" IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. PVC 90 20160A Frame Assembly Tube Alum. 6005 T5 91 92 20177 20178 Shallow Flush Cap Deep Fush Ca PVC PVC 93 20132 Frame Assembly Tube End Cap PVC PRODUCT REVISED m complying with dw FIM B.ddn•g Code A rocN6 Ex4imoionDatem 14 7 `y�ltnitrlrl �.�� ANY LYNN NOTES: Q�'. •.tn�% 1) SOME PARTS/OPTIONS NOT SHOWN ON VINYL FIXED CASEMENT WINDOW NOA (LM) ` 919/14 m * : No. 58705 DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2-4, TJR o"° BOM&ASSEMBLY om o° JROSOWSKI —A'; /y��6 �- APPLY. 3) ITEMS # 8-73, 75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ROYAL PVC TO BE LABELED FOR AAMA EXTRUDERCODE. CERT. 1070 N. VENICE, (941) ® OF AUTH. #29296 TECHNOLOGY DRIVE FL 34275 480-1600 > N " 4' - 05/05/16 -ADDED SPACERS " , PW-5540 NTS 13 OF 13 o z MD-5540.0 � z A y �T -'•. F <[/� (� F(ORID1`.. •' �� ��,5'&. • •.... •''• NG ���` �7jI101VAL1E�v0 A LYNN MtllER P.E P.E.#58705