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HomeMy WebLinkAboutProduct Approvals/NOA'sMIAMI•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 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, modeusenes, 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# 1&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: Septemberl7, 2020 Approval Date: September 14, 2017 €� 1 P 7 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. 154420.11) 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. 154420.11) AILL Manuel P 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-5t' Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 154420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1CONTMUED1 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. 124120.02 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 5tn Edition (2014) and with FBC 6m 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. 154420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. l�17lY:1�.7 1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. fox their Series "CA-5540" Outswing PVC Casement Window - L.M.L" approved on �25/16 and expiring on 09/17/20. Manuel P.E. Product Conti 1 Ex finer NOA N 17- 614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-2 J MAX. JAMB O.0 SEE TABLES 4-8 7 MAX. BUCK WIDTH SEE TABLES 4-8 JCK SEE > 4-8 28" MAX. O.C�►- MAX. O.C. SEE TABLES 4-8 C MAX. O.C. SEE TABLES 4-8 MAX. BUCK WIDTH y SEE TABLES 4-8 o— �D, SEE SHEET 4 VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH 1.25" MAX. � 1.25" MAX. I I MAX. BUCK HEIGHT SEE TABLES 4-8 63" MAX. FRAME ASSEMBLY TUBE LENGTH - IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-8. SHEETS 8-9 FRAME ASSEMBLY TUBE MULL, SEE DR ANCHORAGE DETAILS 1AX. JAMB O.C. SEE TABLES 4-8 � 4" MAX. (TYP.) S FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL TYP. X-X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL CASEMENT WINDOW I)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). VISIBLE LIGHT FORMULAS 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. WIDTH: BUCK WIDTH - 6-3/4" 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, HEIGHT: BUCK HEIGHT - 6-3/4" ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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, (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. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 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. GENERALNOTES .................................................... 1 ELEVATION 5............................................................ 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- 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. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. CODES /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 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & •ASTM E1300-09 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. •AISI S100-12 •AISC 360-10 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `L m ❑ rn O s z w alga p v C7 N pww Lo p d �E� J (h = N w Ta 0 z LL m i o 2 LLj� a-E UUo C)o� Q O oma w >� z Q oZo o w O w Z p m Q 777 ® w ~ Z w z 10—os co o U v Lo It >_ w n O Z W U > C7 alail �saa s i�as QCENq * No.58705 ' ST TE F•' (V\ i �StS ZONAL A. LYNN MILLER, P.E. P.E.# 58705 TARI F 1 Glass Type YP Description Table # Sheet 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .09G" PVB Interlayer 4 6 6 7/8' Laminated I.G.: 1/8" T Exterior Cap +7/16 Air Space + 6116" Laminated; (2) Lites of 118" A Glass with 090 PVB Intedayer 5 8 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 5116" Laminated, (2) Lites of Vii" A Glass with 090 PVB Interlayer 6 9 8 718" Laminated LG.: 3/16" T Exterior Cap + 3/6" Air Space +S1W Laminated; (2) Liters of 1/8" A Glass with .090" PVB Interlayer 6 9 9 7/8" Laminated I,G.: 118" A Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090" SG Intedayer 7 9 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 11W H Glass with :090" SG Intedayer 7 9 11 70 Laminated I.G.; 3116" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 118" H Glass with 090" SG Intedayer 7 9 12 718" Laminated LG.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16' Laminated; (2) Lites of 118 H Glass with 090" SG Intedayer 7 9 13 7/8" Laminated I_G_: Vito A Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 8 9 14 7/8" Laminated LG.: 1/8" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of W16" A Glass with .090" SG Interlayer 8 9 15 7/8" Laminated I.G.: 3/16" A Exterior Gap + 1/4" Air Space + 7116" Laminated; (2) Lites of3/16" A Glass with .090" SG Interlayer 8 9 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 114" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 8 9 h N!`I.EIIRC iRiCTAI I Fr1 TURtTI lh_U FRARAF Group Anchor Substrate Mtn• Edge Distance Mtn. Embedment* A #10 SMS (steal, 18-8 SS_Steel, or 410 &S.) PS, Southern Pine (SG=0.55) 7116" 1-318" A36` 31W 0,050" Steal Stud, A653 Gr, 33' 31W 0.0451" (18 Ga,) Aluminum, 6063-T5` 3/8" 0.05a" 3116" steel Ultraeon P.T. Southern Pine (SG- .55) 7116 1.318" Concrete (min. 2.85 ksi) 1" 1-318" Ungrouted CMU, (ASTM C.90) 2-1/2" 1-114" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-3/8" Steel, A36* 31W 0-050" Steel Stud, A653 Gr. 33' 3/8" 0.045V (18 Ga.) Aluminum, 6063-TS" 318" 0.063" 114" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Creteflex P.T. Southern Pine (SG=0.55) V 1-3(6" 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3r8" C 1/4 steel tllfraocn Concrete (min. 2.85 ksi) 1" 1-314" Ungrouted CMU, (ASTM C.90) 2-112" 1-11`4" 114" steel Cretetlex Concrete (min. 3.35 ksi) 1" 1314" 114" steel Ultracan Concrete (min. 2.B5 ksi) 201/7 1-3/4" D 114" steal CreteNax Concrete (min. 3,35 ksi) 2-1/2" T3g/4 Ungrcuted CMU, (ASTM C-90) 2-112" 1-1/4" 1/4" steel Aggre-Gator Concrete min. 3,275 ksi 1-1/2" Grouted CMU, (ASTM C-90) 2" 2" ` MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, T6RI F.1GNf`i-I r'1Rfi INCT81 I Frl TNRIIi If.N INTFC:R d FIN STRUCTURAL OESIGCANT EXT GLASS ico KflDISPACE 4SG TPS "A" =ANNEALED "H" =NEAT STRENGTHENED T" =TEMPERED PV8"' =,090' TROSIFOLO PVB BY KURARAY AMERICA, INC. 5G"=.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. STRUCTURAL `z;y SILICONE B 1t4"NOM. FOAM WITH DESICCANT EXT.GLASS/ y /ff 7 J IT. GLAS5 IN . SUPER TIM SPACER® NXT Material Min: Fy Min. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gatorlt 57 ksi 96 ksi Elco UltraCon(D 155 ksi 177 ksi 410 SS Elco CreteFlexO 127.4 ksi 189,7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi Group. Anchor Substrate Mtn. Edge Distance Min. Embedment' 2-1/2" Ring shank Roofing Nail P.T. Southern Pine (8G=_55) 3t8" 2.7/16" R.T. Southern Pine (SG=.55) 1/2" 1.318" #10 Trusshead SMS Aluminum, 6063-T5' 318" 0.050" (sor 4 0 & 5.5. or4105.S.) Steel Stud, Gr. 33' 318" 0.0451" (18 Ga-) E Steel; A36" 318" 0.050" P.T. Southem Pine. (SG=.55) 91W 1-318"' #12 SMS (steel, 18.8 S.S. or 410 S.S.) Aluminum, 6063-T5" 318" 0.063" Steel Stud, Gr. 33" 318" 0:050" Steel, A36" are" 0.050" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. STAINLESS • IN His Fill 21 .• e REINFORCEMENT 3116' NO 8716" NOM� BUTYL & DESICCANT FOAM EX GLASS >�f GLASS.INT. GLASS. DURASEA0 SPACER JLY95Q- DESICCANT FILL AREA rYLENE -y � 5/16" NOM. SEAL SILICONE SEAL WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 0 O� n BOX OR J EQUAL Cl FLANGE ❑ LEG aC4) �3� FNELV �o��INTEGRAL �?BFIN ❑ 3� NOTE; SEE DETAILS AND DIMENSIONS QN SHEET?1 t L .- --Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 L-i r,gL-V'75L� INT. GLR55. 7B _ x*a;. y-z' rviE€x ¢ite t�ibrirSc XL EDGE EXTERIOR :xa Co 1e !`oa'SPACER.3 ,<pi.ctaa.,n Bm.e 0 CERT. OF AUTH.#29296 COPYRIGHT©2017 1070 TECHNOLOGY DRI' PGTINDUSTRIEs, INC. N- VENICE, FL 34275. ,LL RtGHTS RESERVED (941)-480-1600 TYP. GLAZING DETAIL VINYL CASEMENT WINDOW NOA (LMJ GLASS/ANCHORSIFRAME OPTIONS 919/1 � J ROSOWSKI 05l15/17 - JR -ANCHORS RE -GROUPED. CA-554Q �; NTS N 2 OF 11 s MD-5540C.0 A. LYNN MILLER, P:E. P.E.# 58705 2X WOOD FRAME OR BUCKSTRIP, SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION 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 WOOD 1/4" MAX. SHIM SEE SHEETS 10 & 11 EMBEDMENT FRAME OR BUCKSTRIP. FOR HARDWARE 1/4" MAX. SHIM SEE NOTE 2, THIS SHEET. EMBEDMENT 80 4 FLANGE IEMBEDMENT FRAME i i O 86 EDGE SHOWN F] � � DISTANCE if rEl o o ITT �1/4" a 6 4 0 1/4" MAX. SHIM DISTANCE ° nnlI 15 TYP. ANCHOR TYPE, o V �O0 EMBEDMENT AND ❑ o TYP. ANCHOR TYPE, 6 EDGE DISTANCE PER v a vEMBEDMENT AND SUBSTRATE, SEE EDGE DISTANCE PER SEE SHEETS TABLE 2, SHEET 2. SUBSTRATE, SEE 10 & 11 FOR ° TABLE 2, SHEET 2. HARDWARE 2 TYP. ANCHOR TYPE, 471° o (HINGE JAMB) 11 Q EMBEDMENT AND EDGE 63 < HD REINF. O a 85 DISTANCE PER SUBSTRATE, 11 VISIBLE LIGHT WIDTH 62 SEE TABLE 2, SHEET 2. FLANGE 15 HD REINF. EXTERIOR EQUAL - (LOCK JAMB) FRAME LEG/BOX SHOWN 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 114" MAX. 10 WINDOW. SHIM D 1/4" MAX. SHIM STD. REINF. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET STANDARD 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, EMBEDMENALEQUAL ❑ EXTERIOR BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO FLANGE AND EDGE 7 RODUC'f,RRV'SED DISTANCE PER PROPERLY TRANSFER LOADS TO FRAME EXTERIOR r<empn yakg with tEte Fdzrd& SEE SHEETS SHOWN SUBSTRATE, SEE THE STRUCTURE. WOOD BUCK ?�A4 gcode t fy 10 & 11 FOR DESIGN AND INSTALLATION IS THE TABLE 2, SHEET 2. JAMB SHOWN ,rrsegt^arcc ho Data (HINGE ppnaao HARDWARE a�� TYP. ANCHOR TYPE, EMBEDMENT RESPONSIBILITY OF THE ENGINEER LE SHOWN) AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. Uy SUBSTRATE, SEE TABLE 2, SHEET 2. EXTERIOR iv[Pami ,sia Pnuicact C INSTALLATION INSTALLATION EQUAL-LEG/BOX 1/4" MAX. SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT n OPTION 4 FRAME SHOWN (ALSO REFERRED TO AS DAYLIGHT OPTION 4 �/ OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH - BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL \,`��pNY ,'.•' LICENSE EMBEDMENT P'•�� _ No. 58705 VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 - VISIBLE LIGHT FORMULAS " FLANGE & EQUAL-LEG/BOX FRAMES mT J ROSOWSKI o - O ' EDGE DISTANCE o` . ST TE F 4` INSTALLATION VERTICAL SECTION B-B WIDTH: BUCK WIDTH-6-3/4" HEIGHT: BUCK HEIGHT-6-3/4" '•F4ORIDP,.•'G\? l� OPTION CERT. OF AUTH. #29296 N \ SHOWN WITH HEAVY-DUTY SASH, 'S1� A11 ANCHORED THROUGH HINGE & REINFORCEMENT 1070 TECHNOLOGY DRIVE m 05/15/17 - JR - NO CHANGES THIS SHEET. IE 11�` FRAME DIRECTLY INTO COPYRIGHT ©2017 � CONCRETE/CMU. PGT INDUSTRIES, INC. N. VENICE, FL 34275 A. LYNN MILLER, P.E. ALL RIGHTS RESERVED (941)-480-1600 ' CA-5540 � NTS 3 OF 11 p z MD-5540C.0 z 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 EDGE DISTANCE —► SEE NOTE 2, THIS SHEET. SEE NOTE 2, THIS SHEET. r Ir EDGE DISTANCE FRAME OR BUCKSTRIP. SEE r EMBEDMENT SEE SHEETS & 11 NOTE 2, THIS SHEET. TYP. ANCHOR FOR HARDWARE EDGE DISTANCE TYPE, EMBEDMENT 3 AND EDGE 80 DISTANCE PER b6 J-CHANNEL SUBSTRATE, SEE FRAME TABLE 3, SHEET 2. ❑ ❑ SHOWN 1 o o 1/4" MAX. SHIM 6 o j Q a El EMBEDMENT EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 15 AND EDGE DISTANCE PER � SUBSTRATE, SEE TABLE 3, SHEET 2. 6 (NAIL SHOWN) SEE SHEETS INTEGRAL TYP. ANCHOR TYPE, FIN EMBEDMENT AND EDGE 10 & 11 FOR o 63 FRAME DISTANCE PER SUBSTRATE, HARDWARE 11 1 11 62 SHOWN SEE TABLE 3, SHEET 2. HD REINF. O O 85 J FRAME 15 HD REINF. VISIBLE LIGHT WIDTH EXTERIOR HD NOTES: SHOWN BUCK WIDTH 1) USE ONLY Ll 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 STD. REINF. SHEET 2. ALL WOOD BUCKS LESS1114n. THAN 1-1/2" THICK ARE TO BE SHIM 1/4" MAX. SHIM CONSIDERED 1X INSTALLATIONS. STANDARD SASH RAIL 1X WOOD BUCKS ARE OPTIONAL IF HINGE & REINFORCEMENT, I� UNIT IS INSTALLED DIRECTLY TO87(ALL 72 SIDES) SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK SEE SHEETS 10 & 11 OR GREATER. 1X AND 2X BUCKSTYP. ANCHOR FOR HARDWARE (WHEN USED) SHALL BE DESIGNEDTYPE, EMBEDMENT REINF. AND SECURED TO PROPERLYAND EDGEHD dJCT LOADS TO THEDISTANCE PER Pi;i5n^t, REV`iSTRANSFER EXTERIOR STRUCTURE. WOOD BUCK DESIGNSUBSTRATE, SEE FIN AND/ORAND ;�s ezmp€y�%n xvit:a t&,z F`ieacda St`atd�ng C:3�e INSTALLATION IS THETABLES 2 & 3, FLANGE MAY BE F4�;{., ;*k.{7-e��14-e1� SEE SHEETS RESPONSIBILITY OFL SHEET 2. REMOVED IN -FIELD ntra�xce E%:aisaturn Uste 10 & 11 FOR ENGINEER OR ARCHITECT OF RECORD. INTEGRAL FIN EXTERIOR HARDWARE a0❑ FRAME,� -_ tiL 3) VISIBLE LIGHT WIDTH OR INSTALLATION INSTALLATION FIN 1/4 MAX. SHIM HEIGHT (ALSO REFERRED TO AS FRAMESHOWN o �INTEGRAL DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. OPTION OPTION ANCHORED THROUGH ANCHORED THROUGH N� � �pN•...... % FRAME INTO METAL FRAME INTO METAL \ ; \ �'� -,• •V�GENSF • � EDGE INSTALLATION DISTANCE VISIBLE LIGHT FORMULAS VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 = * :' No. 5s7os61 op OPTION 5 WIDTH: BUCK WIDTH - 6-3/4" ANCHOREDTHROUGH HEIGHT: BUCK HEIGHT -6-3/4° o J-CHANNEL & INTEGRAL FIN FRAMES om J ROSOWSKI - •' INTEGRAL FIN INTO 2X y EMBEDMENT ►— tP _- %�O ••. SAE F 44� WOOD FRAME OR TYP. ANCHOR TYPE, EMBEDMENT ® ¢ a •' BUCKSTRIP. rleETOTE 2, AND EDGE (SEEN CE / 10NAL VERTICAL SECTION D-D suasrRArE ABLE 3, SHEET 2. 1070 TECHNOLOGY DRIVE m 05/15/17 JR NO CHANGES THIS SHEET. LNG\?\` SHOWN WITH HEAVY-DUTY SASH, (SCREW SHOWN) COPYRIGHT © 2017 - - HINGE & REINFORCEMENT PGT INDUSTRIES, INC. N. VENICE, FL 34275 _ �, A. LYNN MILLER, P.E. ALL RIGHTS RESERVED 941-480-1600� CA-5540 NTS °' 4 OF 11 o z MD-5540C.0 z° B ( ) P.E.#58705 �° ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: �5540 SERIES CASEMENT WINDOW �— FRAME ASSEMBLY TUBE/MULL B) COMBINED \ 5540 SERIES CASEMENT WINDOW MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: COMPONENTS: � 8" MAX., SEE NOTE 3, THIS SHEET 4„ MAX ADDITIONAL MULLION ANCHOR 4" MAX SEE NOTE 3, THIS SHEET / \ WINDOW / \ ANCHOR E E / \\ 63" MAX. \ / �— 81-1/4" MAX. C) HORIZONTAL SECTION E-E: SHALLOW, FLUSH CAP 5540 SERIES 5540 SERIES CASEMENT �� �� CASEMENT WINDOW WINDOW FRAME ASSEMBLY TUBE/MULL � MIN. # 10 X 3/4" SMS @ 17" DEEP, FLUSH CAP MAX O.C. THROUGH INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR SEE SHEET 6 FOR FRAME 7 ANCHOR INFO. ASSEMBLY TUBE/MULLION DETAILS EXTERIOR ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A) INDIVIDUAL A= 60" MAX. FOR AWNING 5540 SERIES COMPONENTS: AWNING WINDOW* FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL 5540 SERIES FIXED CASEMENT WINDOW* IL�/�/zzJ *UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET: 127-1/4" MAX. G� G B) COMBINED COMPONENTS: VERTICAL SECTION F-F WINDOW ANCHOR 4" MAX. -� MIN. # 10 O.C.THROUGH SMS @ 17" MAX C. THROUGH �, MAX INSTALLATION HOLES, — SEE WINDOWS APPROVALFOR _ ANCHOR INFO. 127-1 /4" MAX. ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET VERTICAL SECTION G-G 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) / L1 SHALLOW, FLUSH CAP / EXTERIOR �= FRAME ASSEMBLY Q o TUBE/MULL 8" MAX., MIN. # 10 X 3/4" SMS @ 17" 5540 SERIES SEE NOTE 3, MAX O.C. THROUGH FIXED CASEMENT THIS SHEET WINDOW (HEAD) INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 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 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 . 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON 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 ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 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" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S 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. 5) THE FRAME ASSEMBLY TUBE/MULL 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 TUBE/MULL WIDTH. 6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE TUBE MULLION UNDER SEPARATE APPROVAL. COPYRIGHT ©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED C 1070 N. NICE, FL 34275 (941)-480-1600 ERT. OF AUTH. #29296 TECHNOLOGY DRIVE VINYL CASEMENT WINDOW NOA (LM) F RAME ASSEMBLY TUBE DETAILS A 9/9/14 J ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 NTS t 5 OF 11 � z MD-5540C.0 : z B a'reta;;L1u=�T 3:E�IS'r irr e�r.!�tp�;tsg vKi#ta t fBoea ae? x3 J tp f"rc�e J�., d e iZ 17- 16 �,�gn n Lea � - .g "P.-6Jti✓ ' < . No.58705 411, =�a0�'. STAT OF CV S'ONAL E�.. /'1(1111100\ A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F ^ WINDC SEE NOT EXTERIC SIDE VIEW 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. 1-1/4" 81-1/4" MAX. 81-1/4"MAX. r7 �jP/CASE. [/CAS/]��E`[/CA��/]S��E` 81-1/4" MAX. r — 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) 127-1/4" MAX. 1-1/4" CASE. FIXED CASEMENT' CASE. MA) 127-1/4" MAX. 255-3/1 MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) 63" MAX. 40" MAX. ►-- 1-1/4" 127-1/4" r CASE. MAX. L /CASE. 127-1/4" / MAX. 255-3/4 MAX. 127-1/4" � CAS MAX. MAX. 1 /CASE. 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTALFRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT VIEW FRAME ASSEMBLY TUBE/FRAME ASSEMBLY TUBE NOTE: MULL -►- A -► A= 60" MAX. FOR AWNING 1) APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH -FRAME AFIXED 1 1/4 ANCHORAGE AND THIS SHEET r cnsE: '� 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS 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„ \ \ 255-3/4" 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14". MAX. �� MAX. 127-- � MAX. CASE. U'C E' REF VSSED bg Cade --�{ 1.250" AWN:\ c yCw:se, ;a7rs 1711&o(o)4J eion z e 1.874" + .221 y� f REMOVE FOR 1.874" �� FIN APPLICATIONS. 100" 3.250" .375" .627" -� .060" 1.440" .060" .055" 91 SHALLOW, FLUSH *CAP, FLUSH � � CAP, PVC CAP, PVC -►- .664" EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLY TUBE END CAP, PVC OFRAME ASSEMBLY 90 TUBE, ALUM 6005-T5 ise CERT. OF AUTH. #29296 COPYRIGHT ©2017FN,,VENICE, 70 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. FL 34275 ALL RIGHTS RESERVED1)-480-1600 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLYTUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. 'UNDER SEPARATE APPROVAL VINYL CASEMENT WINDOW NOA (LM) � o� 9/9/14 FRAME ASSEMBLY TUBE DETAILS B I�mal J ROSOWSKI 0 0517 - JR - NO CHANGES THIS SHEET, CA-5540 NTS r 6 OF 11 o z MD-5540C.0 � z B PC\r.• LICENSE'•. No.58705 TE OF I.. ORIDIFF6 G� S70NAL �//IIII111\ A. LYNN MILLER, P.E. P.E.# 58705 7/8" NOM. -i 7/8" NO -►{ 7/8" NOM. 7/8" NOM. 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIRSPACE: 1/8" A_ GLASS 1/8" T GLASS 3/16" A_ GLASS 3/16" T GLASSa,t �q�t zia raj i d -.14. rp a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Axv;e1-?.` 661ffrr,,tp�, sTi akm 13 �A MID 100-103 100-103 100-103 100-103 - GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 m 05/15/17 - JR - NO CHANGES THIS SHEET. 7/8" NOM. —�-{ 7/8" NOM. �{ 7/8" NOM. ►{ 7/8" NOM. � I � I � I Y m as 5/16" H/H SG 5/16" H/H SG — 5/16" H/H SG 5/16" H/H SG 0 0) O U 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE Q >. n k z W O v aao� Lo 1/8" A_ GLASS 1/8" T GLASS 3/16" A GLASS 3/16" T_ GLASS O � `4 a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z LL (D of Z o 1fA° a SUi 100-103 100-103 100-103 100-103 U 00 o J W 00 a a v Q °N Anna I..,,I..,,Z w p GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 z ° 0 o zz_> m > aa4s O 7/8" NOM. 7/8" NOM. 7/8" NOM. ��- -►� 7/8" NOM. # W Q H F. Z 7/16" A/A SG 7/16" A/A SG 7/16" A/A SG 7/16" A/A SG O o U z 5/16" AIR SPACE 5/16" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE w } N um) LO 1/8" GLASS 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS U _A aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a111 osaQ sa��as 100-103 100-103 100-103 100-103 0ol I//// ���a(:)Ay INItIlTN •,/ \ ..• LICENSE •, ((/ GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 Q� _ No. 58705 GLAZING NOTES: * It _ *- "A"=ANNEALED "H" =HEAT STRENGTHENED- "T" = TEMPERED "PVB"=.090"TROSIFOLO PVB .q.� S'^ •'• \ BY KURARAY AMERICA, INC. ' GLASS TYPES 9 THROUGH ' GLASS TYPES 5, 7, 9, 11, 13 �� .� ' C� '-. 4ORIOP,.•'G��� :t s "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY 16 MAY NOT BE USED WITH & 15 MAY NOT BE USED IN , AMERICA, INC. J-CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'. FIN FRAMES/IIIII I��� 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. A. LYNN MILLER, P.E. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. P.E.# 58705 ImWA Window Design Pressure,(+/=pst 118" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A Standard Sash, Hinge & Reinforcement I Use his table for Glass Type: rj Window Buck Width (in) Dimensions 24 26 28 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 48 +65/-70 +651-70 +65/-70 +65/-70 +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 60 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-69.7 +65/-69.2 +651-68.6 +65/-68.1 +65/-67.5 +65l-67 +65 ..5 +65/-65.9 +65/-65.4 +/-64,9 +/-64.4 +/-64.2 66 +65/-70 +65/-70 +65/-70 +65/-68.7 +65/-68.1 +65/-67.5 +651-67 +65/-66.4 +65/-65.8 +65/-65.3 +/-64.7 +/-64.2 +/.63.6 +/-63.1 +/-62.5 +/-62 +/-61.8 70 +65/-70 +65/-70 +65/-70 +65/-67.5 +65/-66.9 +65/-66.3 +65/-65.8 +651-65.2 +/.64.6 +1-64.1 +/.63.5 +/-62.9 +1-62.4 +/.61.8 +/-61.2 +/-60.7 +/-60.5 71.593 +65/-70 +65/-70 +65/-70 +651-67.1 +65/£6.5 +651-65.9 +65F65.3 +/-64.8 +/-64.2 +/-63.6 +/-63 +/-62.5 +/.61.9 +/-61.3 +/b0.8 +/-60.2 +/-60 72 +65/-70 +65/-70 +65/-70 +65/-67 +65/-66.4 +651-65.8 +65/E5.2 +/-64,7 +/-64.1 +/-63.5 +/-62.9 +/-62.4 +/-61.8 +/-61.2 +/-60.7 +/-60.1 73 +65/-70 +65/-70 +651-70 +651-66.7 +65/-66.1 +65/-65.6 +/-65 +/-64.4 +/-63.5 +/-63.1 +/-62.6 +/-62.1 +/-61.5 +1.61 +/-60.4 74 +65/-70 +651-70 +651-70 +65/-66.5 +651-65.9 +65/E5.3 +/b1.6 +/-63.7 +/-62.9 +/-62.3 +1-61.7 +/-61.3 +/-60.8 0 .5 75 +65/-70 +651-70 +65/-70 +65/-66.2 +65/-65.7 +/-64.7 +/-63.8 +/-63 +1-62.2 +/.61.5 +/-60.8 +/-60.3 +/-59.9 = 76 +651-70 +65/-70 +651-70 +651-66 +65/-65.1 +/-64 +/-63.1 +/.62.4 +/-61.6 +/-60.8 +/EO +/-59A 0 77 1 +651-70 +65/-70 +651-70 +651-65.2 +/-64.3 +/-63.3 +/-62.5 +/-61.8 +/.61 +/-60.2 +/-59.3 m 78 +65/-70 +65/-70 +65/-70 +/-64.3 +/-63.5 +/.62.7 +/-61.9 +/-61.2 +/-60.4 +1-59.6 84 65/- - U9:1�X.71 MAX. JAMB O.C. SPACING IF - ANCHORINGTHROUGH THE FRAME PER SPACINGIF ANCHORING SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET APPLI ES TO B, C OR D A NCHORS APPLIESTO FANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67" 4" GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Window Design Pressure,(+/_psi ' 1/8" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Window Design Pressure,(+/_psi ' 1/8" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A sraraam Sash, Hnge& IRainforcementl usethistable for Glass Type: s Window Buck Width (in) Dimensions 24 26 28 1 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 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 48 60 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 66 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 71.593 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +651-69.6 +651-69.2 +65/b8.7 +65/-68.6 72 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-69.7 +65/-69.2 +65/-68.8 +651-68.3 73 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +65/-69.6 +651-69.1 +65/-68.6 +651-68.2 +65/-67.7 74 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/£9.8 +65/-69.2 +65/-68.6 +651-68.1 +651-67.6 +651-67.1 2 75 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65/-69.1 +65/-68.4 +65/-67.6 +65/-67 +65/-66.5 76 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-69.3 +65/-68.4 +651-67.6 +651-66.7 +651-66 77 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-69.5 +65/-68.6 +65/-67.8 +651-66.9 +65/-65.9 m 78 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-69.7 +65/-68.8 +65/-68 +65/-67.1 +65/-66.2 MAX. JAMB O.C. SPACING IF ANCHORING 3&4 MATHROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCHORS APPLIES TO FANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67" 4" CERT. OF AUTH. #29296 COPYRIGHT ©2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 VINYL CASEMENT WINDOW DESIGN PRESSURE TABLES A lemI J ROSOWSKI 0 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 y NTS 8 OF 11 o Z MD-5540C.0 k z B NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRl"Ht3i7Ce ?tEE•'1EEa� » npasaP'Y'«S wi23a kEx� Florida i'vns;dvnB L',cade i .., 'aa��craa t"3ate \���'• VICENSF pop _ * No.58705 � �� T E S70NAL EN\\\. rillll1l10 \\ A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 COPYRIGHT ©2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 VINYL CASEMENT WINDOW DESIGN PRESSURE TABLES A lemI J ROSOWSKI 0 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 y NTS 8 OF 11 o Z MD-5540C.0 k z B NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRl"Ht3i7Ce ?tEE•'1EEa� » npasaP'Y'«S wi23a kEx� Florida i'vns;dvnB L',cade i .., 'aa��craa t"3ate \���'• VICENSF pop _ * No.58705 � �� T E S70NAL EN\\\. rillll1l10 \\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6' Window Design Pressure, (+/- psf) 3116" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 3116" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A Heavy -Duty Sash, Hinge & Reinforcenent Use this table for Glass Type: 7 & $ Window Buck Width (in) DimensionsP30.683 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 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 71.593 +651-70 +65/-70 72 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 73 +651-70 +651-70 +65/-70 +65/-70+65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 74 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-7075 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 76 +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 trnM84 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +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 +65/-70 +65/-70 tj+65/-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 m +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 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +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 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 TABLE 7: Window Design Pressure,(+/-psf) Heavy -Duty Sash, Hinge & Reinforcement Use this table for Glass Type: 9,10,11 & 12 1/8" A CAP, AIRSPACE, 1/8" H, .090" SG, t/8" H & 1/8" T CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H 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 Window Buck Width (in) Dimensions 24 26 28 30 32 34.005 35,705 36.621 38.085 39.129 40 c 48 +70/-110 +701-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 +701-110 +701-110 +701-110 p 60 +70l-110 +701-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 m x 72 +70/-110 +701-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 76 +70/mill) +701-110 +70/-110 +70/mi ll) +70/-110 +70/-110 +701-110 +70/-110 +70/-110 +701-i l0 +70/m11l) m 64 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +701-110 +701-110 TABLE 8: MAX. JAMB O.C. SPACING IF MAX. O.C. SPACING IF ANCHORING ANCHORINGTHROUGH 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. SPA[ING IF AN THROUGH THE FRAME PER SHEETS 3 & 4 APPLIES TO 6, 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 Window Design Pressure,(+!-psf) Hwy-Nry UsetNstabla 118" A CAP, AIRSPACE, 3116" A, .090" SG, 3M6" A & 1/8" T CAP, AIRSPACE, 3/16" A, .090" SG, 116" A ZJ16" A CAP, AIRSPACE, 3'16" A, _090" SG, 3J16" A & 3l16" T CAP, AIRSPACE, 3116' A, 090" SG, 3f16' A sash. Hinge &t Reinforcerren for Glass Type. 13,14, 15 & 16 Window Buck Width (in) 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 +701-110 +70/-110 +70/-110 +70/-110 +701-110 +70'-110 +701-110 +701-110 +701-110 +7N-110 +70/-110 +7W-110 +701-110 71.41 +701-110 72 +701-110 +701-110 +701-110 +70/-110 +701-110 +701-110 +70'-110 +701-110 +701-110 +701-110 +70'-110 +701-110 +701-110 73 +701-110 +701-110 +7Df-110 +70/-110 +701-110 +70/-110 +70'-110 +70/-110 +701-110 +701-110 +79-110 +701-110 74 +701-110 +701-110 +7&-110 +70/-110 +70/-110 +701-110 +701-110 +70f-110 +70/-110 +701-110 +70f-110 _ 75 +701-110 +76f-110 +70t-110 +701-110 +701mill) +70t-110 +7p1mill) +701-110 +701-110 +701-110 76 +701-110 +701-110 +701mill) +701-110 +70t-110 +701-110 +70'-110 +701-110 +701-110 o� 77 +701-110 +701-110 +70/-110 +701-110 +701-110 +70t-110 +701-110 +70/-110 = s " m 78 +701-110 +701-110 +7&-110 +70/-110 +70E-110 +701-110 +70'-110 MAX. JAMB O.C. SPACING IF ANCHORINGTHROUGH THE FRAME PER SHEETS 3 & 4 79 +70/-110 +701-110 +70f-110 +70/-110 +701-110 +701-110 +701-110 +70f-110 +701-110 +701-110 +701-110 +70/-110 +701-110 +701-110 +701-110 APPLIES TOB,CORDANCHORS (SEETABLE2) j8283 +701mill) +70/-110+701-110 +70/-110 +701-114 10.88" +70/-110 GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 301 . NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. isL4i'ti3f'y wWh the Mends le E�n-�•�i��run, � b S _ m 05/15/17 - JR - NO CHANGES THIS SHEET. L m o �w rn O } o z w a/°G W U �ww u? Z 0 >� 2 LLI � of ZV aQ Q 9MG W Z m _ W o z rn O J O O M rn >Z_ m > LIU 1aa4S ® m F. Q' x W fn H W Z Qw aio°S O U Z it of } to U Z W U > o agil osaG s lag \1ttlil 111/// �1Y LYNN •OCEN&4 _ * No. 58705 ���'• 5 E(O�F F .' (�441 '•F4ORMN. �'S G /ONAL EN . �f'lillnil�`� A. LYNN MILLER, P.E. P.E.# 58705 m Frae Heigh Qh' Lock Psi�as <32.249" 2 32 250%48 249" 3 46.250"-66.249" 4 66250"-76 249" 5 76250"-84.000•' ATTACHEDTO FRAMEJAMB 62 OR 60 60 SHOWN AT TO FRAMEJAMB ATTACHED TO VENT SIDE RAIL EXTERIOR ATTACHEDTO FRAMEJAMB ATTACHEDI FRAME JA6 ATTACH! TO VEI SIDE RF FRAME, RAME SILL NOTES: HARDWARE LOCK JAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. 62 SHOWN ATTACHED TO FRAMEJAMB FRAME 2) INTEGRAL FIN FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. Frame eight qty. Snubbers 30.000" 2 30.001"48.0W' 3 48.001".00 -660' 4 66.001"00" -84.0 5 60 USED ON STD. VENT ONLY 62 USED ON HD VENT ONLY FRAME SILL FRAME SILL VERTICAL HARDWARE HINGE JAMB C 2.583" BOTTOM RAIL EXTERIOR 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" �� IIII [5j 2.583" 07� oD 075" ►— .340" —o-I .807" ��-- OHD VENT RAIL 73 ItGLAZIN G BEAD 1.168" ILIL� J~� Imo_— .075" 11 HD VENT REINFORCEMENT 316" rE.754"�-- } 80 EXTRUDED SCREEN FRAME VINYL CASEMENT WINDOW NOA (LM) � o� 9/9/14 o BOM &ASSEMBLYA om� J ROSOWSKI Q 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 NTS s 10 OF 11 � z MD-5540C.0 a z B OSTANDARD VENT RAIL 1.168" 1.522" .075" 10 STANDARD VENT REINFORCEMENT iiOJ1JCT ;2.EirISF.O as ca�ragiy��,g wits 8i3C @^$essada ANY LYN I M No.58705 STA E Fr P .•��� .T .'ZORIOP. G� S/ONAL EN ` I;IIIIIIAAA A. LYNN MILLER, P.E. P.E.# 58705 # Part# Description Material 620125 J-channel Frame PVC 620126 Flange Frame PVC 620127 Integral Fin Frame PVC 620128 Equal Leg/Box Frame PVC ['3 620130 Standard Vent Rail PVC 620173 HD Vent Rail PVC 620163 Standard Vent Reinforcement (Full Length) Alum. 6005-T5 620164 HD Vent Reinforcement (Full Length) Alum. 6005-T5 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 vent >24"), UR SS 32 7033 Dual Arm Operator Track SS 33 20241/42 HD Dual Ann Operator, UR C Steel 34 20241XJ42X 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 7MC7032LHXJRHX Stud Bracket,UR SS 47 20243 HD Stud Bracket, non -handed C Steel 48 20243X HD Stud Bracket, non -handed SS 49 73337LH/RH Egress Hinge, L/R C Steel 50 73337LHXJRHX Egress Hinge, L/R SS 51 73338LHIRH Washable Hinge, UR el 52 73338LHXJRHX Washable Hinge, UR 53 20245/6 HD Washable Hinge, UR el 54 20245XJ6X HD Washable Hinge, UR KPlastic 55 720247/8 HD Washable Hinge Track, UR el 56 720247X/8X HD Washable Hinge Track, UR 57 78X34FPAX #8 x 314" Phi. FH w/ #7 Head 58 731877 Operator Slide 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 PI PVC 72 720135 Lami IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N SettingBlock /8" x 1" x 1/8" , 85 +/- 5 duro. EPDM 80 67006 Extended Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816C34 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 CC CnnDI 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 # 7-9112-14, 16-1 % 59, 61, 65-71, 73, 75-77, 797 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. J(:L e CERT. OF AUTH. #29296 COPYRIGHT ©2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 3.500" CO- EXTRUDED WEATHERSTRIP 2.880" aoo� 075" ❑O❑ 1.375" .219" -J OJ-CHANNEL FRAME 3.500" 3.500" 0 CO- EXTRUDED JEATHERSTRIP 2.880" clooD 075" �o❑ 0 0 219" OFLANGE FRAME 3.500" n CO -EXTRUDED � CO -EXTRUDED �/ WEATHERSTRIP WEATHERSTRIP 2.880" 2.880" caoo �aoo .075" .075" a�❑ ❑o❑� � 0 0 0 0 .219" .219" 1.375" OINTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME noCCnl ASSEMBLY DETAIL �onneC ASSEMBLY DETAIL VINYL CASEMENT WINDOW NOA (LM) 9/9/14 BOM & ASSEMBLY B lomal J ROSOWSKI 0517 - JR - NO CHANGES THIS SHEET, CA-5540 NTS v 11 OF 11 oz MD-554OC.0 � B r^2i3DLJCT f25V45Eis 3S CUiz ptp'iag 6B'8Ct9 tIS: t'=ai�'ad, i3€sYdimg iasda �.aelreacue Nis, $�=ir? ��\111111/rr� ` OCENSvc •. ((� _ * No. 58705 STA p( 40 �` ••,..ORIDP•.•' //fill NAL IENG`. A. LYNN MILLER, P.E. P.E.# 58705