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HomeMy WebLinkAboutNOA, FL245_R12_II_17-0614.16MIAMI•DADE MIAMI-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.aov/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 "CA -5540" Outswing PVC Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, 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 literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.11 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. 17-0614.16 Expiration Date: September]7, 2020 Approval Date: September 14, 2017 €J Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0420.11) 2. Drawing No. MD -5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, 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, 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. 16-0714.11) 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 CA5540/CA5440 vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0420.11) 3. 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 NOA No. 15-0420.11) 4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued by Fenestration Testing Laboratory, Inc. f (Submitted under NOA No. 15-0420.11) A i� ManuelP re , P.E. Product Contro Ex Hiner NOA No. 1 -0614.16 Expiration Date: Septemberl7, 2020 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTEVUED) 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. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5` Edition (2014) and with 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 April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 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 NOA No. 15-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. l�17l0 to 0"V 1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. for their Series "CA -5540" Outswing PVC Casement Window - L.M.I." approved on 25/16 and expiring on 09/17/20. Manuel P.E. Product Conti 1 Ex iner NOA N 17- 614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-2 MAX. JAMB O.G. SEE TABLES 4-8 A 4" MAX. MAX. BUCK WIDTH SEE TABLES 4-8 F—B, SEE SHEET 3 I MAX. BUCK — HEIGHT SEE TABLES 4-8 -A, SEE SHEET 3 h _ 8 MAX. O.C_�- 4" MAX. TYP. EQUAL-LEGIBOX & FLANGE FRAME ANCHORAGE MAX. O.C. SEE TABLES 4-8 F C MAX. O.C. SEED TABLES 4-8 MAX. BUCK WIDTH SEE TABLES 4-8 E�D, SEE SHEET 4 3 LARGE & SMALL MISSILE IMPACT RESISTANT /VISIBLE LIGHT E - ^ VISIBLE INSTALLATION, FLANGE & EQUAL LEG ................ LIGHT VISIBLE LIGHT WIDTH HEIGHT FRAME ASSEMBLY TUBE ....................................... T_ GLAZING DETAILS...,.. ... ......................................... VISIBLE DESIGN PRESSURES .............................................. LIGHT BOM & ASSEMBLY.... .............. ... __ ......................... WIDTH It L0 MAX. BUCK — HEIGHT SEE TABLES 4-8 -A, SEE SHEET 3 h _ 8 MAX. O.C_�- 4" MAX. TYP. EQUAL-LEGIBOX & FLANGE FRAME ANCHORAGE MAX. O.C. SEE TABLES 4-8 F C MAX. O.C. SEED TABLES 4-8 MAX. BUCK WIDTH SEE TABLES 4-8 E�D, SEE SHEET 4 1.25" MAX. —� D 1.25" MAX. I I MAX. BUCK HEIGHT SEE 63" MAX. TABLES 4-8 FRAME ASSEMBLY — TUBE LENGTH C, SEE SHEET 4 TYP. INTEGRAL FIN & J -CHANNEL FRAME ANCHORAGE 28" MAX. O.C. IMPACT RATING 3 LARGE & SMALL MISSILE IMPACT RESISTANT /VISIBLE LIGHT E HEIGHT INSTALLATION, FLANGE & EQUAL LEG ................ 3 VISIBLE LIGHT WIDTH VISIBLE FRAME ASSEMBLY TUBE ....................................... LIGHT GLAZING DETAILS...,.. ... ......................................... WIDTH DESIGN PRESSURES .............................................. 8-9 BOM & ASSEMBLY.... .............. ... __ ......................... 1.25" MAX. —� D 1.25" MAX. I I MAX. BUCK HEIGHT SEE 63" MAX. TABLES 4-8 FRAME ASSEMBLY — TUBE LENGTH C, SEE SHEET 4 TYP. INTEGRAL FIN & J -CHANNEL FRAME ANCHORAGE 28" MAX. O.C. IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-8, SHEETS 8-9 81-114" MAX. COMBINED WIDTH I [ 3" MIN. FRAME ASSEMBLY TUBE MULL, SEE SHEETS 5-6 FOR ANCHORAGE DETAILS VISIBLE LIGHT HEIGHT E, SEE SHEET 5 / MAX. JAMB O.C. SEE TABLES 4-8 4" MAX. (TYP.) ADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 TYP. X -X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL 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. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 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 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" 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, (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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" 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. 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. VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-314" GENERALNOTES .................................................... 1 ELEVATIONS............................................................ 1 E 2 INSTALLATION, FLANGE & EQUAL LEG ................ 3 VISIBLE LIGHT WIDTH 4 FRAME ASSEMBLY TUBE ....................................... 3" MIN. FRAME ASSEMBLY TUBE MULL, SEE SHEETS 5-6 FOR ANCHORAGE DETAILS VISIBLE LIGHT HEIGHT E, SEE SHEET 5 / MAX. JAMB O.C. SEE TABLES 4-8 4" MAX. (TYP.) ADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 TYP. X -X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL 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. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 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 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" 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, (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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" 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. 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. VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-314" GENERALNOTES .................................................... 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 .............................................. 8-9 BOM & ASSEMBLY.... .............. ... __ ......................... 10-11 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% 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. CODES 1 STANDARDS USED: 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-8139, 8174; 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 AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. 11 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 •ANSIIAF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 z e�"w pian , with Flat' 'lam 4k= t .ic Code "_ j , I 05/15/17 - JR - UPDATED TO FBC 2017. MOVED ANCHORS TO CORRECT FRAME CHANNEL. 1`��1111111!// LYNN,qI Q-. * No.58705 ftATE= � 'L-' 4 � i �s '•FCORtDP.•' _N i� TONAL `O� A. LYNN MILLER, P.E. P.E.# 58705 Y m t 07 (n nab C) ❑ oz aDQ O UO r N Vj W C� c� o w w It L0 0 H CT_ EY C7 T 0 8 a oJQ w0 moo= Zco } 0 z 2 7 [L — E .-. � .LMQ zco EL ¢ a O w .-. `t Z j r r Z o w w LL o r Z p rn Q }aays ® = w F_ 0 Z Q Z aloas It Q 0 w _j w U) v Z W 0 5; (D aril asaQ sa+aas 1`��1111111!// LYNN,qI Q-. * No.58705 ftATE= � 'L-' 4 � i �s '•FCORtDP.•' _N i� TONAL `O� A. LYNN MILLER, P.E. P.E.# 58705 TAIMI C I. Mass Type YP Description� Table Sheet 5 7/S" Laminated I -G.: 10 A Exterior Cap + 7116" stir Space + 5116" Laminated; (2) Lites of'1i8" A Glass with .090" PVB Interlayer 4 6 6 7/80 Laminated I.G.: 118" T Exterior Cap + 7116" Air Space + 5/16" Laminated,, (2). Lites of 1/8" A Glass with .090" PVB interlayer 5 8 7 718" Laminated LG.: X16" A Exterior Cap +318" Air Space + 5116" Laminated-, (2) Lues of 1/B". A Glass Wth .690" PVB Interlayer 6 9 .8 718" Laminated I -G.: 3/16" T Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 118" A Glass with _090" PVB Interlayer 6 9 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090" SG Interlayer .7 9 10 718" Laminated I.G.: 1/8" T Exledor Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 118" H Glass urith :090" SG lnterlayer 7 9 11 718" Laminated I.G.; 3/16" A Exterior Cap + 3/8" Air Space + 5/16h Laminated; (2) Lites: of iib" H Glass with .090" SG Interlayer 7 9 12 718" Laminated I.G.: 3%16" T Exterior Cap + 3/8" Air Space + 5119' Laminated; (2) Lites of 118" H Glass v+nth .090" SG Interlayer 7 9 13 718" Larninated I_G_' 1180 A Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 31W'A Glass vvith .09U" SG Interlayer 8 9 14 718" Laminated T.G., 1/8" T Exterior Cala + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116° A Glass with .090" SG Interlayer 8 9 15 7180 Laminated I.G.: 3/16" A Exterior Cap + 114" Air Space + 7116" Laminated; (2) Lites of 3116# A Glass %nth .090" SG Interlayer 8 9 16 7/8" Laminated I.G.: 3116" T Exterior trap + 114" Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 8 9 TAPI r*' I-AAIr'.1-nPC1 1KMTAI I PnTI-Pni9f.I-€PPAUP Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel,78-8 S.S. or 410 S.S.) P.T, Southern Pine (SG=0.55) 7116" 1-318" Steel, A36` 31W 0,050" Steel Stied, A653 Gr, 33` 318" 0.0451" (18 Ga.) Aluminum, 6063-T5' 318" 0.050° 155 ksi 3116" steel Ultrecon P.T. Southern Pine (SG -0:55) 7116" 1--318" Concrete (min. 2.85 ksi) 1" 1-318" Ungrouted CMU, (ASTM C-90) 2-112" 1-114" B #f12 SMS (steel, 38 S.S. D or 410 S.S. ) P.T. Southern Pine.(SG=0.55) 9/16" 1-318" Steel, A36* 3/6" 0'050" Steel Stud, A653 Gr. 33' 318" O.Q451" (18 Ga.) Aluminum, 6063-T5" 318" O) 063" 1/4" steel Ultmoon P.T. Southern Pine (SG=0.55) 1" 1-318" 114" steel Creteilex P.T. Southam Pine. (S(3=0,55) 1" 1-31W 114" steel Aggm-Gator P.T_ Southern Pine (SG=0.55) 'i" 1-818" C 1/4" steel Uttraaon Concrete (min. 2.85 ksi) 1" 1-314 Ungrouted CMU, (ASTM G90) 2-1/2" 1-1f4" 114" steel C:retelex Concrete (min, 3.35 ksi) 1'" 1-314" 114" steel Ultracon Conorete (min. 2.85 ksi) 2-112' 1-314" D 1.14" steel Creteflex C'ancrete (ruin. 3.35 ksi) 26112" 1�4" Ungrouted CMU, (ASTM C-90) 2-112" 1-114" 114" steel flggr Gator Concrete min. 3.275 ksi 1-112" 1_18" Gr€uted CMU, (ASTM C -9i?) 2" f. 2" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, TAPI F.4- AKIr'Wr)RC iNCTAI I Fro T€ -IPPV fr, 4 iNT'1=r;;iAI MKI STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE IIV NOM, FOAM WITH DESICCANT LXT. GLASS; / -INT. GLASS "A" = ANNEALED "H"= HEAT STRENGTHENED "T'= TEMPERED "OV13" =. 090" TROSIFOL9� PVB BY KURAFRAY AMERICA, INC. "SG"= _090" SENTRYGLASO INTERLAYER BY KiURARAY AMERICA, INC, GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL 0 FIN FRAMES. GLASS TYPES 5,.7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. ALUM NUM iOT-NiF1T BUTYL /_REINFG€RCEMF_NT 01.8 KODISPACE St SUPER 4SG TPS ` ' SPACER�HXTT Material Miry. F. Min. F„ Steel Screw 92 ksi 120 ksi 18-tt Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-GatorV 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex(D 127.4 ksi 189.7 ksi 6€163-T5 Altiminurn 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr, 33 Steel. Stud 33 ksi 45 ksi * MIN. OF 3 THREADS BEYOND THE M FAL SLIBbIRA I E_ 3116' NOM, 5116" BUTYL & ,, DESICCANT A i FOAD1i � EXT. GLAS _'\ 1 i , GLASSf / .IST, GLASS. POLY; BUT LE SE ROLL -FORME STAINLESS STEL: EXT..GLASS 3E')DLIRASEAL SPACER to XL EDGE"" SPACER CERT. OF AUTH, #29296 COPYRIGHT (92017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275. ALL RIGHTS RESERVED (941)-480-16.00 NT FILL ARTA 5118" NOM, _ICONE SEAL rNT. GLASS EXTERIOR WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description Minto Edge Min, Group Anchor Substrate Distance EmbeAdmenr BOX CSE? EQUAL ❑ LEG H - 21/2" Ring-6hank Proofing Nail P.T_ S©uthem Pine (SG=_55) 318" 2-7116" / 103 P.T. Southem Dine (SG=.55) 112" 1-318" #10 Trusshead SMS Aluminum, 6053-T5* 3/8" 6.050" i (steel, 16-8 S.S. Steel Stud, Gr, 33` 318" O 0451" (18 Ga_) or 410 &S-) Steel; A36" 318" 0-05T F P.T. Southern Pirie (SG=.55) 911£" 1-318&' #12 SMS Aluminum, 3-T5" 3/8" 0.063" (steel, 18-8 S.S. Steel Stud, Gr. 33" 318" 0:05£1" err. 410 S.S. Steel, A3tay 316" 0.050" * MIN. OF 3 THREADS BEYOND THE M FAL SLIBbIRA I E_ 3116' NOM, 5116" BUTYL & ,, DESICCANT A i FOAD1i � EXT. GLAS _'\ 1 i , GLASSf / .IST, GLASS. POLY; BUT LE SE ROLL -FORME STAINLESS STEL: EXT..GLASS 3E')DLIRASEAL SPACER to XL EDGE"" SPACER CERT. OF AUTH, #29296 COPYRIGHT (92017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275. ALL RIGHTS RESERVED (941)-480-16.00 NT FILL ARTA 5118" NOM, _ICONE SEAL rNT. GLASS EXTERIOR WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description t i � 0� I'LRNGE � ❑ 2 BOX CSE? EQUAL ❑ LEG H - c:= See this Sheet tear Materials / 103 n J -CHANNEL ❑ a 1 INTEGRAL FIN i IVU I t: zitt= L)t IAILti ANL3 D1MEf45?Cil�i i ilY I1t 111 Pari # Description Material 100 Kort meding 4SG TPS Spacer System 101 uanex Super: pacernXTwrith Hot Melt Butyl See this Sheet tear Materials 102 Quanex Duraseal Spacer 103 Ca -dinal XL Edge Spacer KtI-tKI:N(�t. I1=61 KtF'UK I ti: F• I L-83!11, 6968 i£ 69tfJ 1 D3. I 112" NC1M,GiA55 100- I I BITE TYP. 1`�'F�, GLAZING t3ETAIL ] VINYL CASEMENT WINDOW NOA (LM) 919/14 � 11,11 GLASS/ANCHORS/FRAME OPTIONS J ` J ROSOWSKI j 0511 511 7 - JR - ANCHORS RE -GROUPED. CA -5540 NTS 2 CF 11 = MD -55400.0 .01 B lviih the Ha=los d s r k1 co'k ct z Lex cc , i __. NO. 5&7fia � r .. X CF Ca lltiit►1L A. LYNN MILLER, P,E. P.E.# 5a705 INSTALLATION 2X WOOD FRAME OR BUCKSTRIP, SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 NOTE 2, THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2, THIS SHEET. FRAME INTO 2X WOODSEE FRAME OR BUCKSTRIP. SHEETS 10 & 11 1/4" MAX. SHIM FOR HARDWARE 1/4" MAX. SHIM EMB ENT SEE NOTE 2, THIS SHEET. EMBEDMENT EMBEDMENT 80 4 ° FLANGE FRAME SHOWN I JJ�� 86 � � � EDGE DISTANCE 0 0 • ❑EDGE �1/4" a 6 MAX. SHIM DISTANCE ° O nnlI 15 �O0 TYP. ANCHOR TYPE, EMBEDMENT AND e o V ❑ o TYP. ANCHOR TYPE, 6 EDGE DISTANCE PER EMBEDMENT AND SUBSTRATE, SEE EDGE DISTANCE PER SEE SHEETS TABLE 2, SHEET 2. SUBSTRATE, SEE 10 & 11 FOR TABLE 2, SHEET 2. HARDWARE 11 Q 2 TYP. ANCHOR TYPE, MENT AND EDGE < EMBEDMENT 63 (HINGE JAMB) HD REINF. O a 85 DISTANCE PER SUBSTRATE, FLANGE 15 11 -�. VISIBLE LIGHT WIDTH 62 SEE TABLE 2, SHEET 2. EXTERIOR (LOCK JAMB) FRAME HD REINF. EQUAL- SHOWN LEG/BOX FRAME NOTES: BUCK WIDTH SHOWN HORIZONTAL SECTION A-A O 1)USE ONLY CODD SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, ANCHORS LISTED ON TABLE 2, HINGE & REINFORCEMENT VISIBLE SEE SHEETS SHEET 2. FOLLOW EMBEDMENT AND BUCK LIGHT 10 & 11 FOR EDGE DISTANCE LIMITS. ANY DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. HEIGHT HEIGHT HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 5 BE USED ON ANY SIDE OF THE 1/4" MAX. 10 WINDOW. SHIM 1/4" MAX. SHIM D STD. REINF. 2) MASONRY ANCHORS MAY BE USED STANDARD INTO WOOD AS PER TABLE 2, SHEET SASH RAIL 2. ALL WOOD BUCKS LESS THAN 72 HINGE & REINFORCEMENT, 1-1/2" THICK ARE TO BE CONSIDERED 87 (ALL SIDES) 1X INSTALLATIONS. 1X WOOD BUCKS SEE SHEETS 10 & 11 ARE OPTIONAL IF UNIT IS INSTALLED 11 FOR HARDWARE DIRECTLY TO SUBSTRATE. WOOD S� O BUCKS DEPICTED AS 2X ARE 1-1/2" TYP. ANCHOR HD REINF. 0 THICK OR GREATER. 1X AND 2X ❑ TYPE, EMBEDMENT ❑ EXTERIOR BUCKS (WHEN USED) SHALL BE AND EDGE DESIGNED AND SECURED TO FLANGE EQUAL 7'>�zalOtiC'f RE'JfSZJ? FRAME DISTANCE PER EXTERIOR PROPERLY TRANSFER LOADS TO LEG/BOX H em with ft Fdzrd& - 5'-R SEE SHEETS 10&11FOR SHOWN SUBSTRATE, SEE FRAME THE STRUCTURE. WOOD BUCK TABLE 2, SHEET 2. `� IS THE SHOWN rcA; BCod411,114,,& >rne2tai;cc TYP. ANCHOR TYPE, DESIGN AND INSTALLATION (HINGE JAMB��cs¢a:ic EMBEDMENT BSHOWN) HARDWARE a�0 RESPONSIBILITY OF THE ENGINEER AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. Uy SUBSTRATE, SEE TABLE 2, SHEET 2. EXTERIOR INSTALLATION INSTALLATION ai ,:,4s EQUAL-LEG/BOX 1/4" MAX. SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT OPTION 4 OPTION 4 FRAME SHOWN (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH LYNh,�� - BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL �.�pNY EMBEDMENT ` ,'.•' LICENSE .�� ` P'• 3 No. 58705 VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 VISIBLE LIGHT FORMULASo FLANGE & EQUAL-LEG/BOX FRAMES o,' J ROSOWSKI O ST � ' INSTALLATION EDGE DISTANCE WIDTH: BUCK WIDTH-6-3/4" a TE F �C� VERTICAL SECTION B-B HEIGHT: BUCK HEIGHT - 6-3/4" '•F�ORIDP .•' �� S ` OPTION 2 SHOWN WITH HEAVY-DUTY SASH, CERT. OF AUTH. #29296 2i ANCHORED THROUGH HINGE & REINFORCEMENT 1070 TECHNOLOGY DRIVE m 05/15/17 - JR - NO CHANGES THIS SHEET. L FRAME DIRECTLY INTO COPYRIGHT © 2017 W CONCRETE/CMU. PGT INDUSTRIES, INC. N. VENICE, FL 34275 �, 1 �, . A. LYNN MILLER, P.E. ALL RIGHTS RESERVED (941)-480-1600 CA-5540 �, NTS 3 OF 11 p z MD-5540C.0 z B P.E.# 58705 INSTALLATION OPTION 6 INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH 1/4" MAX. SHIM 2X WOOD FRAME OR BUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4" MAX. SHIM INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE EDGE DISTANCE 11 r EMBEDMENT SEE NOTE 2, THIS SHEET. SEE NOTE 2, THIS SHEET. r fr EDGE DISTANCE SEE SHEETS & 11 NOTE 2, THIS SHEET. TYP. ANCHOR FOR HARDWARE EDGE DISTANCE TYPE, EMBEDMENT 3 AND EDGE 80 DISTANCE PER 86 J-CHANNEL FRAME SUBSTRATE, SEE TABLE 3, SHEET 2. Llo ❑ SHOWN 1 o 1/4" MAX. SHIM 6 Q a Elo EMBEDMENT EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 15 AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. 6 (NAIL SHOWN) SEE SHEETS 10 & 11 FOR HARDWARE 11 o 1 0 o INTEGRAL 63 � FRAME 11 62 SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. HD REINF. O J 15 HD REINF.L VISIBLE LIGHT WIDTH EXTERIOR O 85 FRAMEEL NOTES: SHOWN BUCK WIDTH 1) USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 & SHOWN WITH HEAVY-DUTY SASH, 0 3, SHEET 2. FOLLOW EMBEDMENT HINGE & REINFORCEMENT a�O AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. VISIBLE SEE SHEETS MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. BUCK LIGHT 10& 11 FOR THE WINDOW. HEIGHT HEIGHT HARDWARE 5 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, 10 D SHEET 2. ALL WOOD BUCKS LESS STD. REINF. THAN 1-1/2" THICK ARE TO BE . SHIM 1/4" MAX. SHIM CONSIDERED 1X INSTALLATIONS. �`�87STANDARD SASH RAIL 1X WOOD BUCKS ARE OPTIONAL IF I� HINGE & REINFORCEMENT, UNIT IS INSTALLED DIRECTLY TO L___ (ALL SIDES) SUBSTRATE. WOOD BUCKSc )AND/OR DEPICTED AS 2X ARE 1-1/2" THICK SEE SHEETS 10 & 11 OR GREATER. 1X AND 2X BUCKS TYP. ANCHOR FOR HARDWARE (WHEN USED) SHALL BE DESIGNEDTYPE, EMBEDMENT HD REINF.PRODUCT AND SECURED TO PROPERLYAND EDGE dJCT REV`IS TRANSFER LOADS TO THE DISTANCE PER EXTERIOR STRUCTURE. WOOD BUCK DESIGN SUBSTRATE, SEE B IjingCod xvit:a t&,z F`ieacda St`atd�ng C:3�e AND INSTALLATION IS THE TABLES 2 & 3, FLSEE U SHEETS RESPONSIBILITY OF THE SHEET2. RE aas ��� Uste 10 & 11 FOR ENGINEER OR ARCHITECT OF RECORD. INTEGRAL FIN EXTERIOR HARDWARE a0❑ FRAME SHOWN _ 3) VISIBLE LIGHT WIDTH OR INSTALLATION INSTALLATION FIN FRAME SHOWN �INTEGRAL HEIGHT (ALSO REFERRED TO AS 1/4 MAX. SHIM DAYLIGHT OPENING) IS MEASURED OPTION OPTION o FROM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH � pN• N i� �� .. .... EDGE FRAME INTO METAL FRAME INTO METAL \ Q� ,• V�GENSF'• INSTALLATION DISTANCE VISIBLE LIGHT FORMULASVINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 No. 58705 OPTION 5 ANCHOREDTHROUGH WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT-6-3/4° o J-CHANNEL &INTEGRAL FIN FRAMES om J ROSOWSKI -6 9tP INTEGRAL FIN INTO 2X EMBEDMENT ►— %�0 ••. SAE IF WOOD FRAME OR TYP. ANCHOR TYPE, EMBEDMENT ® a •' BUCKSTRIP. HEETOTE 2, AND EDGE ICE ER rTABLE CERT. OF AUTH. #29296 VERTICAL SECTION D-D SUBSTRATE SEE 3, SHEET 2. 1070 TECHNOLOGY DRIVE m 05/15/17 - JR - NO CHANGES THIS SHEET. S/ONAL ANG\?\ SHOWN WITH HEAVY-DUTY SASH, (SCREW SHOWN) COPYRIGHT © 2017 N. VENICE, FL 34275m / l l I I i l % I ` HINGE & REINFORCEMENT PGT INDUSTRIES, INC. CA-5540 1 NTS s 4 OF 11 o z MD-5540C.0 . z B A LYp P.E. ALL RIGHTS RESERVED (941)-480-1600 E.# 5870R, ILLUSTRATION OF CASEMENT-TO-CASEMENT (X-X) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT (X/X/O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES p ° AWNING A= 63" MAX. FOR FIXED CASEMENT WINDOW A) INDIVIDUAL A= 40" MAX. FOR CASEMENT A) INDIVIDUAL B) COMBINED (SILL) COMPONENTS: 5540 SERIES CASEMENT WINDOW q= 60" MAX. FOR AWNING COMPONENTS: COMPONENTS: o00 FRAME ASSEMBLY TUBE/MULL 5540 SERIES VERTICAL SHALLOW, FLUSH CAP AWNING SECTION F-F WINDOW o� o FRAME ASSEMBLY WINDOW* A��ANCHOR / \ 5540 SERIES / _ 0 TUBE/MULL / \ CASEMENT 4" MAX. / A WINDOW / \ FRAME � � MIN. # 10 X 3/4" SMS @ ASSEMBLY 5540 SERIES 17" MAX O.C. THROUGH TUBE/MULL F f INSTALLATION HOLES, CASEMENT WINDOW MAX. SEE WINDOWS (HEAD) \ / APNCHORL FOR \ F \ ANCHOR INFO. Q p ° MAXIMUM DESIGN 5540 SERIES \ 127-1/4" MAX. \ 127-1/4" MAX. PRESSURE WHEN CASEMENTS \ \ USING THE FRAME WINDOW / 84 MAX / ADDITIONAL MULLION ASSEMBLY TUBE/MULL, / /z ANCHOR SEE NOTE 3, SEE NOTE 2: / / / / THIS SHEET 5540 SERIES +/- 70.0 PSF / G� / FRAME VERTICAL p ° CASEMENT WINDOW ASSEMBLY SECTION G-G (SILL) B)COMBINED TUBE/MULL Gam__ aoo� COMPONENTS: 8" MAX., SEE NOTE 3, THIS SHEET / EXTERIOR SHALLOW, ASSELUSHMBLY CAP �� FRAME ASSEMBLY o 4" MAX. ADDITIONAL MULLION ANCHOR 5540 SERIES Q TUBE/MULL SEE NOTE 3, THIS SHEET FIXED CASEMENT 4" MAX ��► I� WINDOW*/ 8" MAX, 5540 SERIES WINDOW MIN. # 10 X 3/4" SIMS @ 17" SEE NOTE MAX O.C. THROUGH THIS SHEETT FIXED CASEMENT WINDOW (HEAD) ANCHOR INSTALLATION HOLES, SEE / \ WINDOWS APPROVAL FOR E E \ *UNDER SEPARATE APPROVAL ANCHOR INFO. / / \ 63" MAX. a O \ / \ / FRAME ASSEMBLY TUBE/MULL 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, FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED 81-1/4" MAX. TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . r R4,1DUCT PEvsSED � compplg wiih iw €'dardew C) HORIZONTAL SECTION E-E: 3 FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON ) r3="-': ia- ccde Ain i f" f�'•is SHALLOW, FLUSH CAP THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ,i'ceegafaavcm �ixVri=atinn Late ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. - ./ 5540 SERIES 5540 SERIES ooh CASEMENT �� CASEMENT 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 3/4",,{;;;,;. 3, cc"sesLi ,• WINDOW WINDOW SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO D 4 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. L.... 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY \. �pNY �� �� NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. LICENSE'•. �'• •<< i '.- FRAME ASSEMBLY TUBE/MULL MIN. # 10 X 3/4" SMS @ 17" MAX O.C. THROUGH 6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION SEE VINYL CASEMENT WINDOW NOA (LM) No. 58705 9/9/14 = DEEP, FLUSH CAP SHOLES, SEE INTALLATION EXTERIOR WINDOWS APPROVAL FOR ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES TUBE MULLION UNDER SEPARATE APPROVAL. 0 — //,, — — FRAME ASSEMBLY TUBE DETAILS A o m' J ROSOWSKI '•• 47 SEE SHEET 6 FOR FRAME ANCHOR INFO. — .. �\ =l0�'. STAT OF CV` ASSEMBLY TUBE/MULLION ® Q DETAILS ", �` '•. FC 0R IOP.•' \A CERT. OF AUTH.#29296 m i� / �G 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. oNAL E���` COPYRIGHT©2017 N. VENICE, FL 34275 PGT INDUSTRIES, INC. v ALL RIGHTS RESERVED (941)-480-1600 CA-5540 ° NTS v 5 OF 11 o z MD-5540C.0 z B A LYNN E.# 58 OR, P.E. EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR ILLUSTRATION OF END CAP USE WITH FIN AND J -CHANNEL FRAMES TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. 1-1/4" END CAP TO SPAN BOTH WINDOW ANCHOR WINDOWS, SEAL WITH INSTALL 7 ADDITIONAL GROUP F ANCHORS THROUGH THE END CAP. 81-1/4" MAX. 81-1/4" MAX. SEE NOTE2, SHEET 5 SILICONE. �'_) • ; ® ® ®1..; ._ ® o 63" �/� �/� �/� � MAX. 40" MAX. L� - ------- O CASE. CASE. CASE. I CASE. \ 1-1/4" o❑� i 127-1/4" r CASE. aoo 81-1/4" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. MAX. L O o a (4 WINDOWS MAX.) CASE. 127-1/4" EXTERIOR 127-1/4" MAX. F_ 7MAX. � MAX. / 255-X 127-1/4" �cAS MAX. ]CASE MAX. � iFIXED CASEMENT' rCASE. CASE. 2 OR MORE WINDOWS (4 I� 127-1/4" MAX WINDOWS MAX.) WITH Ih 255-3/4" MAX HORIZONTAL FRAME ASSEMBLY TUBE/MULL. 2 OR MORE WINDOWS WITH VERTICAL FRAME SIDE VIEW ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) A= 63" MAX. FOR FIXED CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBE/MULL FRAME ASSEMBLY TUBE NOTE: A= 40" MAX. FOR CASEMENT -►- A -► A= 60" MAX. FOR AWNING 1) APPLIES TO FIN OR J -CHANNEL FRAMES. FRONT VIEW REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET //FIXED 1-1/4" r cnsE: 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS L TYP. AT ALL FRAME ASSEMBLY TUBE ENDS \ 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL 127-1/4" \ MAX. \ 255-3/4" 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14". �/ MAX. 127-1/4" z MAX. CASE. 1.250" AWN:\:ig;�1,ei7-o6)4et�, g Cade Dwe 2 OR MORE WINDOWS (4 >y - 1.874" 1.874" + :::I .221" REMOVE FIN APPLICATIONS FOR WINDOWSMAX.)WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES fs2iam, .ade alae -.- .100" 375" 3.250" .627" AND SIZES. ANY LY/v/v,,, .060 1.440" �� .`X� ............ / i .060" SHALLOW, FLUSH 91 CAP, PVC 92 DEEP,FLUSH CAP, PVC .055" ---.664" VINYL CASEMENT 'UNDER SEPARATE APPROVAL WINDOW NOA (LM) 9/9/14 C\'•-�CENSF'•, * :• No. 58705 0 EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. O FRAME ASSEMBLY TUBE 93 END CAP, PVC ^' o FRAME ASSEMBLY ° m J ROSOWSKI TUBE DETAILS B o '" . = � •• fZ. .• �\ 90 FRAME ASSEMBLY TUBE, ALUM 6005-T5 ¢ OffOF •' (��� F CERT. OF AUTH. #29296 •. N�j �� ' S OVAL E ` 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. COPYRIGHT©2017 N. VENICE, FL 34275 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED (941)-480-1600 NCA -5540 o �, 3 0 o �, NTS s 6 OF 11 o z MD -5540C.0 z B A. LYNN MILLER, P.E. p.E.# 58705 718" NOM. -� 718" NOM. 7/8" NOM. 718" NOM. 5116" AIA PVB 7116" AIR SPACE 5116" AIA PVB 7116" AIR SPACE 5116" AIA PVB 318" AIR SPACE 5116" AIA PVB 318" AIR SPACE WPP lV*fVAJCT 118" A GLASS 118" T GLASS - 3116" A GLASS 3116" T GLASS:ta 7116" AIA SG EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR dip�ma I Oro "��` e E—Ap�rwiim Done 5116" AIR SPACE !' ti N N LLI �/ It 5116" AIR SPACE � Lo L{} =y r 100-103 100-103 100-103 100-103 - 114" AIR SPACE - 1/8" A GLASS .� GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 I.- � © LLI 3116" A GLASS 0 z z 3: 3116" T GLASS - 05115117 -JR -NO LL ° a EXTERIOR CHANGES THIS SHEET. 5116" H1H 7116" AIR 1/8" A G 718" NOM. GLASS TYPE 9 71$" NOM: 5116" H/H SG ---- 7/16" AIR SPACE — 1/8" T GLASS — aEXTERIOR 100-103 1 7/8" NOK GLASS TYPE 10 718" NOM. 5116" H1H SG 3/8" AIR SPACE - 3116" A GLASS aEXTERIOR 100-103 718" NOM. GLASS TYPE 11 718" NOM. 5116" H1H SG — 318" AIR SPACE - 3/16" T GLASS - aEXTERIOR 100-103 718" NOM. GLASS TYPE 12 -� 718" NOM. 7116" AIA SG Y m WPP 7116" A/A SG U) O © 7116" AIA SG o ❑ t[) a ? � Q 7/16" AIA SG 5116" AIR SPACE !' ti N N LLI �/ It 5116" AIR SPACE —7 Lo L{} �a owe o z 114" AIR SPACE �e UMDJa O x Z (o rZL 114" AIR SPACE - 1/8" A GLASS .� 1/8" T GLASS W0 0 C) CL a Z I.- � © LLI 3116" A GLASS 0 z z 3: 3116" T GLASS - EXTERIOR LL ° a EXTERIOR © a EXTERIOR z rn a EXTERIOR 100-103 7aa4S O rn 100-103 z _� U1 100-103 w ¢ z Q (100-103 GLAZING NOTES: GLASS TYPE 13 "N'= ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOLO PVB BY KU RARAY AMERICA, INC. "SG" = .090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. GLASS TYPE 14 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 15 MAY NOT BE USED IN . THE HVHZ ABOVE 30'. GLASS TYPE 15 GLASS TYPE 16 o V LY/v/v Q� 410ENSF No.58705 �o; ' S>rA4 4t� �`'/S/0NA1_IfIllEN A. LYNN MILLER, P.E. P.E.# 58705 Y m WPP Lu U) O © o ❑ t[) a ? � Q O a$oo !' ti N N LLI �/ It (D C40 W W �� —7 Lo L{} �a owe o z �e UMDJa O x Z (o rZL .� -°N QM 0 W0 0 C) CL a Z I.- � © LLI Q p 0 z z 3: T LL ° © z rn � 7aa4S O rn z _� U1 w ¢ z Q w© 2fDDs C) LL U Ca z N ,o LO Z � < C7 U a1�11 asaQ sa+gas o V LY/v/v Q� 410ENSF No.58705 �o; ' S>rA4 4t� �`'/S/0NA1_IfIllEN A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4 TABLE 5: Window Design Pressure, (+1- psf� 118" A CAP, AIRSPACE, 118" A, .090" PVB, 118" AReinforcement Standard Sash, Hinge & Use this table for Glass Type: 5 6 Window Window Buck Width (in) Buck Width (in) Dimensions 24 26 28 30.683 1 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 1 35.797 36 36 48 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 60 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-69.7 +651-69.2 +651-68.6 +651-68.1 +651-67.5 +651-67 +651-66.5 +651-65.9 +651-65.4 +1-64.9 +1-64.4 +1-64.2 +651-70 66 +651-70 +651-70 +651-70 +651-68.7 +651-68.1 +651-67.5 +651-67 +651-456.4 +651-65.8 +651-65.3 +1-64.7 +1-64.2 +/-63.6 +1-63.1 +1$2.5 +1-62 +1-61.8 +651-70 70 +651-70 +651-70 +651-70 +65/-67.5 +651-66.9 +65)-66.3 +651-65.8 +651-65.2 +/64.6 +1-64.1 +/-63.5 +1-62.9 +1-62.4 +/-61.8 +1-61.2 +1-60.7 +1-60.5 +651-70 71.593 +651-70 +651-70 +651-70 +651-67.1 +651-66.5 +651-65.9 +651-65.3 +/-64.8 +1-64.2 +1-63.6 +1-63 +1$2.5 +1.61.9 +1-61.3 +1-60.8 +1-60.2 +1-60 +65/-68.6 72 +651-70 +651-70 +651-70 +65/-67 +65/-66.4 +651-65.8 +651-65.2 +/-64.7 +/-64.1 +/-63.5 +1-62.9 +1-62.4 +1-61.8 +1-61.2 +/-60.7 +1-60.1 +651-68.3 73 +65/-70 +651-70 +651-70 +651-66.7 +651-66.1 +651-65.6 +1-65 +1-64.4 +1-63.5 +1-63.1 +1-62.6 +1-62.1 +1-61.5 +/61 +/-60.4 +651-67.7 74 +65/-70 +651-70 +651-70 +651-66.5 +65/-65.9 +651-65.3 +1-64.6 +/-63.7 +1-62.9 +/-62.3 +1-61.7 +161.3 +/-60.8 +1-60.4 +651-67.1 rn 75 +65/-70 +651-70 +651-70 +65/-66.2 +651-65.7 +/-64.7 +1-63.8 +/-63 +1-62.2 +/-61.5 +/-60.8 +1-60.3 +/-59.9 +651-67 +651-66.5 = ,e 76 +651-70 +651-70 +651-70 +651-66 +651-65.1 +/-64 +1-63.1 +/-62.4 +/-61.6 +/$0.8 +/-60 +1-59.4 +651-66 77 +551-70 +651-70 +651-70 +65/65.2 +1-64.3 +1-63.3 +1-62.5 +1-61.8 +1-61 +1-60.2 +1-59.3 +65/-65.9 m 78 +651-70 +651-70 +651-70 +1-64.3 +/-63.5 +/-62.7 +1-61.9 +/-61.2 +1-60.4 +/-59.6 MAX. JAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER MAX. O.C. SPACING IF ANCHORING SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 79 +651-70 +651-70 +651-70 +1-63.7 +/-62.9 +/-62.1 +1-61.4 +1-60.6 +1-59.8 80 +651-70 +65/-70 +651-70 +/-63.2 +/-62.4 +/-61.6 +1-60.8 +/-60 81 +65/-70 +651-70 +651-69.8 +/-62.6 +1-61.8 +1-61 +/-60.2 APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 82 +651-70 +651-70 +651-69.6 +1-62,2 +1-61.3 +/-60.5 83 +651-70 +651-70 +651-69.5 +1-61.7 +/-60.9 12.67" 4" 84 +651-70 +651-70 +651-69.3 +/-61.3 +65/-69.6 TABLE 5: CERT. OF AUTH. #29296 COPYRIGHT o 2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 GLASS TYPES 5, 7, 9, 11, 13 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. • VINYL CASEMENT WINDOW NOA (LM) DESIGN PRESSURE TABLES A 919114 J ROSOWSKI 05115/17 - JR - NO CHANGES THIS SHEET. CA -5540 NTS r 8 OF 11 o z MD -5540C.0 z B NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUC7 REVIS24J s 9't"'Oy�xg Wig ¢ � mss& c i #. # B ,,y�t4111!)111' LYN N * No. 58705 '4 oRIDP, NAL /'/1!l11111 0 A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure, (+/- pS Standard Sash, Hinge& lRainforcerre-ti Use this table for Glass Type: 6 118" T CAP, AIRSPACE, 118" A, .090" PVB, 118" A Window Buck Width (in) Dimensions 24 26 1 28 30.683 31.052 31.431 31.819 1 32.217 32.625 F 33.043 1 33.472 33.912 34.365 34.829 35.306 1 35.797 36 48 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 60 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 66 +651-70 +651-70 +651-70 +65170 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65170 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 71.593 +651-70 +651-70 +651-70 +65/-70 +651-70 +65170 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-69.6 +651-69.2 +65/-68.7 +65/-68.6 72 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-69.7 +651-69.2 +651-68.8 +651-68.3 73 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +65170 +651-70 +651-70 +651-70 +651-70 +651-69.6 +651-69.1 +651-68.6 +65/-68.2 +651-67.7 v 74 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +651-69.8 +65/-69.2 +651-68.6 +651-68.1 +651-67.6 +651-67.1 rn 75 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +651-69.1 +651-68.4 +651-67.6 +651-67 +651-66.5 Y 76 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-69.3 +651-68.4 +651-67.6 +651-66.7 +651-66 77 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-69.5 +651-68.6 +65/-67.8 +651-66.9 +65/-65.9 m 78 +651-70 +651-70 +651-70 +65/-70 +651-70 +M-69.7 +651-68.8 +651-68 +65/-67.1 +651-66.2 MAX. IAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER MAX. O.C. SPACING IF ANCHORING SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 79 +651-70 +651-70 +651-70 +651-70 +651-69.9 +651-69 +651-68.2 +65/-67.3 +651-66.4 80 +651-70 +651-70 +651-70 +65/-70 +651-69.3 +651-68.4 +651-67.5 +65/-66.6 81 +65/-70 +651-70 +651-70 +65/-69.6 +65/-68.7 +651-67.8 +651-66.9 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO F ANCHORS (SEE TABLE 3) 82 +651-70 +65140 +651-70 1 +651-69.1 +651-68.2 +651-67.2 83 +651-70 +651-70 +65/-70 +651-68.6 +65/-67.6 12.67" 4" 84 +651-70 +651-70 +651-70 +651-68.1 CERT. OF AUTH. #29296 COPYRIGHT o 2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 GLASS TYPES 5, 7, 9, 11, 13 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. • VINYL CASEMENT WINDOW NOA (LM) DESIGN PRESSURE TABLES A 919114 J ROSOWSKI 05115/17 - JR - NO CHANGES THIS SHEET. CA -5540 NTS r 8 OF 11 o z MD -5540C.0 z B NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUC7 REVIS24J s 9't"'Oy�xg Wig ¢ � mss& c i #. # B ,,y�t4111!)111' LYN N * No. 58705 '4 oRIDP, NAL /'/1!l11111 0 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6' TABLE 7: MAX. O.C. SPACING IF ANCHORING Window Design Pressure, (+/- psf) 3116" A CAP, AIRSPACE, 1!8" A, .090" PVB, 1l8" A & 3116" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A Window Design Pressure, (+/- psf) APPLIES TO B, C OR D ANCHORS Heavy -Duty Sash, Hinge & Reinforcenent Use this table for Glass Type: 7&8 12.67" Window Use this table > U W LO Z 118" A CAP, AIRSPACE, 3116" A, .090" SG, 3'16" A & 3J16" A CAP, AIRSPACE, 3'16" A, _090" SG, 3116" A & 118" T CAP, AIRSPACE, 3/16" A, .090" SG, 3116" A 3l16" T CAP, AIRSPACE, 3116" A, .090" SG, 3f16' A Buck Width (in) Use this table 9, 10, 11 13, 14, 15 & 16 1/8" A CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H & 1/8" T CAP, AIRSPACE, 1/8" H, Dimensions 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 36 36.157 71.593 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +701-110 +701-110 +7W-110 +70/-110 +7W-110 72 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65l-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +70/-110 73 +65/-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +65/-70 74 +65/-70 +65/-70 +65/-70 +65l-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +65/-70 +70/-110 75 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +65l-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 77 76 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 trn 77 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 = 78 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 Y tj 79 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65l-70 +65/-70 +65/-70 +65/-70 +65/-70 m 80 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65l-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 81 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 82 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 83 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 84 +651-70 +65/-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 TABLE 7: TABLES: MAX. JAMB O.C. SPACING IF MAX. O.C. SPACING IF ANCHORING ANCHORING THROUGH THE FRAME PER Window Design Pressure, (+/- psf) APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67" 4" Use this table > U W LO Z 118" A CAP, AIRSPACE, 3116" A, .090" SG, 3'16" A & 3J16" A CAP, AIRSPACE, 3'16" A, _090" SG, 3116" A & 118" T CAP, AIRSPACE, 3/16" A, .090" SG, 3116" A 3l16" T CAP, AIRSPACE, 3116" A, .090" SG, 3f16' A Heavy -Duty Use this table 9, 10, 11 13, 14, 15 & 16 1/8" A CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H & 1/8" T CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H Sash, Hinge & for Glass O Buck Width (in) Z LL of m Dimensions 34.005 34.414 34.834 Type: & 12 36.157 3/16" A CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H 8 3/16" T CAP, AIRSPACE, 1l8" H, .090" SG, 1/8" H lReinforcennent 9M0 71.41 +701-110 Window +701-110 +70/-110 Buck Width (in) +701-110 +70'-110 +701-110 +701-110 +701-110 +7W-110 +70/-110 +7W-110 +701-110 Dimensions 24 26 28 30 32 1 34.005 1 35.705 36.621 38.085 39.129 1 40 c 48 +70/-110 +701-110 +70/-110 110 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +++777000/1/---1111110 p'xYmm 67760264 +70l-110 +701-110 +70/-110 110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 L+70/-110+70/-110 +701-110 +70/-110 +70/-110 +70/-110 00 +701-110 +70/-110 +701-110 +70/-110 110 +70/-110 +70/-170 +70/-110 +70/-110 +70/-110 +++777000111---111111000 agil 76 +70/-110 +70/-110 +70/-110 110 +70l-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 TABLES: MAX. JAMB O.C. SPACING IF MAX. O.C. SPACING IF ANCHORING ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67" 4" MAX. JAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 10.13" GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT REVISED as mp+5 elg wWh the Flts'is a Bt4WgCD,le A=l cel' 1-1^ 14"j Exoimtwn, €3ai•� 26 e. S m 05/15/17 - JR - NO CHANGES THIS SHEET. `L m LU > Window Design Pressure, (+/-psf) O Heavy-Nty Use this table > U W LO Z 118" A CAP, AIRSPACE, 3116" A, .090" SG, 3'16" A & 3J16" A CAP, AIRSPACE, 3'16" A, _090" SG, 3116" A & 118" T CAP, AIRSPACE, 3/16" A, .090" SG, 3116" A 3l16" T CAP, AIRSPACE, 3116" A, .090" SG, 3f16' A a�0 Sash. Hinge & Reinforce9 for Glass Type. 13, 14, 15 & 16 Window � CO =�m y 00 =O 2 O Buck Width (in) Z LL of m Dimensions 34.005 34.414 34.834 35.264 35705 36.157 36.621 37.096 37.584 38.085 1 38.6 39.129 39.672 40 9M0 71.41 +701-110 +701-110 +701-110 +70/-110 +70/-110 +701-110 +70'-110 +701-110 +701-110 +701-110 +7W-110 +70/-110 +7W-110 +701-110 W O 72 +701-110 +70f-110 +701Y 110 +70/-110 +701-110 +701-110 +70'-110 +701-110 +701-110 +70L110 +701-110 +701-110 +701-110 73 +701-110 +701-110 +701-110 +70/-110 +701-110 +70/-110 +701-110 +701-110 +701-110 +76l-110 +707-110 +701-110 74 +701-110 +701-110 +701-110 +701-110 +70/-110 +701-110 +701-110 +70f-110 +701-110 +701-110 +701-110 w _ 75 +701-110 +701-110 +701-110 +701-110 +701-110 +761-110 +701-110 +701-110 +701-110 +701-110 agil 76 +701-110 +701-110 +70'-110 +701-110 +70t-110 +701-110 +761-110 +701-110 +701-110 m 77 +701-110 +701-110 +701-110 +701-110 +701-110 +70t-110 +701-110 +70/-110 a s m 78 +701-110 +701-110 +76'-110 +70/-110 +70(-110 +70/-110 +70'-110 MAX. JAMBO.C. SPACING IF ANCHORINGTHROUGH THE FRAME PER SHEETS 3 & 4 79 +701-110 +701-110 +701-110 +70/-110 +701-110 +701-110 80 +701-110 +70r-110 +701-110 +701-110 +701-110 81 +70/-110 +701-110 +70/-110 +701-110 ANCHORS APPLIES TO (SEE (SEE TABLE 2) 82 +70/-110 +701-110 +701-110 83 +70/-710 +701-114 10.88" 84 +70/-110 GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT REVISED as mp+5 elg wWh the Flts'is a Bt4WgCD,le A=l cel' 1-1^ 14"j Exoimtwn, €3ai•� 26 e. S m 05/15/17 - JR - NO CHANGES THIS SHEET. \177111111/// ��Ow? LYNN ' •L7GENSF M/�C / _ * No. 58705 *q FS .4ORID &P..'' G s INAL A. LYNN MILLER, P.E. P.E.# 58705 `L m LU > O O > U W LO Z Q a�0 } N V. U 7 Www � CO =�m y 00 =O 2 O J a umou0 Z LL of m 2 LLj o- - H Z V a Q Q 9M0 O; EXTEE ATTACHED[ FRAME JAB ATTACH[ TO VEI SIDE R/ FRAME, NOTES: —TAM:411LW 1� HARDWARE LOCKJAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. is Heigh[ Qh' Lock Psi�4s 32.249" 2 0"d8 249" 3 0"-fi6.249" 4 0"-76 249" 5 0"-64.606" 6 ATTACHED TO FRAMEJAMB 62 OR* 60 SHOWN ATTACHED TO FRAMEJAMB ATTACHED TO VENT SIDE RAIL EXTERIOR ATTACHED TO FRAMEJAMB RAME SILL 62 SHOWN ATTACHED TO FRAME JAMB FRAME 2) INTEGRAL FIN FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. Prem- qty. Hei ht Snubbers 30.000" 2 30.001"4&0W'3 48.001"-6&0W'4 66.00V-84.000" 5 60 USED ON STD. VENT ONLY 62 USED ON HD VENT ONLY FRAME SILL FRAME SILL VERTICAL HARDWARE HINGE JAMB C 28-34 Is 2.583" BOTTOM RAIL EXTERIOR ID HORIZONTAL HARDWARE SECTION COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 1070 TECHNOLOGY DRI' N. VENICE, FL 34275 (941)-480-1600 2.615" 2.615" )n [III 2.583" A7F �oD .075" Imo— .340" .807" ��-- OHD VENT RAIL .864" ,301 73 IG GLAZING BEAD 1.168" 1.522"(( .075" 11 HD VENT REINFORCEMENT 316" —1cr�� [LEI' .77554" 80 EXTRUDED[ SCREEN FRAME VINYL CASEMENT WINDOW NOA (LM) ol 9/9/14 BOM &ASSEMBLYA leml J ROSOWSKI 0 05/15/17 - JR - NO CHANGES THIS SHEET. CA -5540 1.9-1 NTS s 10 OF 11 oAz MD -5540C.0 a Z B OSTANDARD VENT RAIL 1.168" 1.522" .075" 10 STANDARD VENT REINFORCEMENT PRODUCT REVISED as ceragiying with 8Pa Flmsada 2u>§dog- Cade , c ptance _7-0614-!,6 ,6 \\11111111!/// C\CENSE'•. C�� No.58705 {p. (D STA E Fr P . •��� �� T '�.FC OR3DP. •'� \�� G� S/ )NAL �/�'111111AAA A. LYNN MILLER, P.E. P.E.# 58705 III Part# Description Material 1 620125 J -channel Frame PVC 2 620126 Flange Frame PVC 3 620127 Integral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 5 620130 Standard Vent Rail PVC 6 620173 HD Vent Rail PVC 10 620163 Standard Vent Reinforcement (Full Length) Alum. 6005-T5 11 620164 HD Vent Reinforcement (Full Length) Alum. 6005-T5 15 6TP247 Weatherstrip, 65+/-1 duro. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 varies with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 71024X0562PPFX #10-24 x 9/16" Phi. PH Machine Screw SS 26 78X34PPTX410 #8 x 3/4" Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2" PhL FH Tek SS 28 20249/50 Dyad Operator (narrow vent < or = to 24"), UR C Steel 29 20249X/50X Dyad Operator (narrow vent < or = to 24"), UR SS 30 20251/52 Dual Arm Operator (wide vent >24"), UR C Steel 31 20251XJ52X Dual Arm Operator (wide eent >24"), UR SS 32 7033 Dual Arm Operator Track SS 33 20241/42 HD Dual Ann Operator, UR C Steel 34 20241X/42X HD Dual Arm Operator, UR SS 35 20244 HD Operator Track SS 36 7031 Operator Backing Plate C Steel 37 20253 Operator Cover 38 7030 Operator Gasket White Neoprene 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T -Handle (Thumbtum) C Steel 42 78X12PPMSX #832 x 1/2" Phi. PH Machine Screw SS 43 78S34PFAX #8 x 3/4" Phi. FH SS 44 78X1PSDX #8 x 1" Phi. FH Tek SS 45 7MC7032LH/RH Stud Bracket, UR C Steel 46 7MC7032LHX/RHX Stud Bracket,UR SS 47 20243 HD Stud Bracket, non -handed C Steel 48 20243X HD Stud Bracket, non -handed SS 49 1 73337LH/RH Egress Hinge, L/R C Steel 50 73337LHX/RHX Egress Hinge, L/R SS 51 73338LHIRH Washable Hinge, UR C Steel 52 73338LHXJRHX Washable Hinge, UR SS 53 20245/6 HD Washable Hinge, UR C Steel 54 20245X/6X HD Washable Hinge, UR SS 55 720247/8 HD Washable Hinge Track, UR C Steel 56 720247X/8X HD Washable Hinge Track, UR SS 57 78X34FPAX #8 x 3/4" Phi. FH w/ #7 Head SS 58 1 731877 Operator Slide Plastic 60 73346 Snubber C Steel 62 720256 HD Snubber Die-cast Zinc 63 7BX12PPSMSX #8 x 1/2" Phi. PH SS 64 20187 Anchor Hole Plug PVC 72 720135 Lami IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N Setting Block /8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816034 Screen Cloth 87 61635/24 .140" Screen Spline Machine/Hand Rolled 90 620160A Frame Assembly Tube Alum. 6005-T5 91 620177 Shallow, Flush Cap PVC 92 620178 Deep, Flush Cap PVC 93 620132 Frame AssemblyTube End Ca PVC EXTERIOR !�'_> MITERED FRAME & VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS VENT A CCCnnDI V NOTES 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3) ITEMS # 7-9, 12-14, 16-19, 59, 61, 65-71, 73, 75-77, 79, 81-83, 88, 89 & 94-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. CERT. OF AUTH. #29296 COPYRIGHT©2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED 1 (941)-480-1600 3.500" EATIXERUDED WEATHERSTRIP 2.880" aoo� 075" ❑O❑ Zli o 0 1.375" .219" - OJ -CHANNEL FRAME 3.500" CO -EXTRUDED WEATHERSTRIP 2.880" KiI .075" ❑O❑ 0 0 219" 1.375" OINTEGRAL FIN FRAME ASSEMBLY DETAIL MoARAC ASSEMBLY DETAIL VINYL CASEMENT WINDOW NOA (LM) 3.500" 0 CO -EXTRUDED JEATHERSTRIP c .075" MoD 2.880" 1 L 0 0 219" OFLANGE FRAME 3.500" n CO -EXTRUDED WEATHERSTRIP ❑ 2.880" �aoo� .075" �0❑ 0 0 .219" J OEQUAL LEG/BOX FRAME 9/9/14 BOM & ASSEMBLY B jgm-j J ROSOWSKI 0 05/15/17 - JR - NO CHANGES THIS SHEET. CA -5540 NTS v 11 OF 11 oz MD -5540C.0 Z B PRODUCT REVISED 3 m plying with Lh- F imida kmep mNis, ��\111111/rr� \ .` SONY ��•LYNN'%. i .•' L\CENSE .. _ * No. 58705 ' I%AOS.. STA p ` /ONAL 00 A. LYNN MILLER, P.E. P.E.# 58705