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HomeMy WebLinkAboutPRODAPP 17-0630.10 DH 5560 PGT LMIM IAM I•DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.sov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH -5560" PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising 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# 16-0714.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.10 Expiration Date: September 17, 2020 ���7)(? Approval Date: November 02, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0812.04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05/15/15, with revision B dated 06/06/17, 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 Spaces 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. 16-0714.09) 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 series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0812.04) 3. 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 series 5560 PVC double hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0812.04) J a Manuel Pre , P.E. Product Control E miner NOA No. 17-0630.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014) and FBC 611 Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. r� r' ManuelDExea P.E. Product Contriner NOA No0.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0812.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series "DH -5560" PVC Double Hung Window - L.M.I." approved on 08/25/16 and expiring on 09/17/20. AINAW Manuel Per . . Product Control xamin r NOA No. 17 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 i 54" MAX. BUCK WIDTH B, SEE SHEET3 -� 30" MAX. O.C. 12" MAX. A, SEE SHEET3+ EQUALLY SPACED _ ANCHORS PER TABLES 8-11 EQUALLY SPACED ANCHORS PER TABLES 8-11 - II II llI X h / II / II, n 30" MAX. O.C. -►� SHEET3 X H 4 II I I I1 / _ TOP SASH VISIBLE 12" SEE TABLE A — T — --I- 10" MAX. O.C. 113.807" MAX. O.C. I 6-1/2" MAX. 54" MAX. BUCK WIDTH B, SEE I� 30" MAX. O.C. -►� SHEET3 15.112" 9-16 _ TOP SASH VISIBLE A, SEE--- SHEET3+ ANCHORSPER GLAZING DETAILS ................. ........ ....................... LIGHT WIDTH DESIGN PRESSURES ................................... ........ 10O.C. BUCK HEIGHT TOP EQUALLY EXTRUSION PROFILES ......... ............................... SASH SPACED 13-14 VISIBLE ANCHORS ANCHORS LIGHT PER TABLES ANCHORS PER 1 / HEIGHT 8-11 6-1/2" MAX. I I 84" X! X ! n �J MAX. BUCK X I, I HEIGHT L 30TTOM EQUALLY SASH SPACED I VISIBLE ANCHORS PER TABLES / LIGHT HEIGHT 8-11 1 12" MAX 12" MAX. -� 86.338" MAX. BUCK TABLE A: MAXIMUM O.C. SPACING Glass Types I Above Meeting Rail 5.8 15.112" 9-16 12" DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 LARGE & SMALL MISSILE IMPACT RESISTANT 52-1/8" M 54" MAX. BUCK WIDTH D, SEE 4"SHEET 4 B, SEE SHEET3 ! -�� 30" MAX. O.C. 12" MAX C, SEE SHEET411 - —f— HEIGHT A, SEE r SEE TABLE SHEET3+ X Ij Q II / II II I / I I I EQUALLY _ SPACED I I I I I I /I I I ANCHORSPER GLAZING DETAILS ................. ........ ....................... TABLES 8-11 DESIGN PRESSURES ................................... ........ 10O.C. BUCK HEIGHT 10" MAX. O.C. 8-11 EXTRUSION PROFILES ......... ............................... 12 13.807" MAX. O.C. 13-14 13.807" MAX. O.C. EQUALLY SPACED JJJ ANCHORS PER A TABLES 8-11 6-1/2" MAX. 1 �A II II II X III, II, / X1 12" MAX. X Ij Q II / II II I / I I I 2 J NO ANCHORS AT SILL _ B-_ _ -j NO ANCHORS AT SILL ` 1 - B �_ _ J NU HIVIdIVKJ H I JILL B�--- SEE SILL WEEP - NOTCH DETAILS, BOTTOM SASH VISIBLE NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 AX. BUCK WIDTH SEE SHEETS 1-1 /4" 8&9 " T 1 X1 12" MAX. FRAME, GLASS & ANCHOR OPTIONS ................. 2 SEE TABLE A XI I I I I I I /I I I 62" GLAZING DETAILS ................. ........ ....................... MAX. DESIGN PRESSURES ................................... ........ 10O.C. BUCK HEIGHT ANCHOR QUANTITIES .................................. ....... 8-11 EXTRUSION PROFILES ......... ............................... 12 13.807" MAX. O.C. 13-14 — SEE JJJ y SHEETS 1 �A 8&9 6-1/2" MAX. AX. BUCK WIDTH SEE SHEETS 1-1 /4" 8&9 " T SEE SILL WEEP- D NOTCH DETAILS, SHEET3 84" BUCK HEIGHT AS SHOWN (86.338" MAX.) SEE SILL WEEP - NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW 75" HEIGHT SEE TABLES 6-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 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 BE 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 1-1/2" 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 REQUIRED MIN. EMBEDMENT. INST. 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) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NO 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 WIT OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8006 & 8007; 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 LE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 1 !!! GENERAL NOTES ........................... ............. ......... 1 X1 II I11 / II I I j FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION, FLANGE & EQUAL LEG/BOX ..... XI I I I I I I /I I I 4 GLAZING DETAILS ................. ........ ....................... 5 DESIGN PRESSURES ................................... ........ 6-7 SEE SILL WEEP- D NOTCH DETAILS, SHEET3 84" BUCK HEIGHT AS SHOWN (86.338" MAX.) SEE SILL WEEP - NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW 75" HEIGHT SEE TABLES 6-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 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 BE 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 1-1/2" 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 REQUIRED MIN. EMBEDMENT. INST. 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) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NO 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 WIT OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8006 & 8007; 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 LE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 1 !!! GENERAL NOTES ........................... ............. ......... 1 ELEVATIONS........................ ................................. 1 FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION, FLANGE & EQUAL LEG/BOX ..... 3 INSTALLATION, INTEGRAL FIN & J -CHANNEL... 4 GLAZING DETAILS ................. ........ ....................... 5 DESIGN PRESSURES ................................... ........ 6-7 ANCHOR QUANTITIES .................................. ....... 8-11 EXTRUSION PROFILES ......... ............................... 12 ASSEMBLY & PARTS LIST. .................................. 13-14 Jests / s I ANUAKIJD UJCU: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI 5100-12 eAISC 360-10 11)APPL'U" A USER INSTRUCTIONS: �`��`ON��ENsN!19j�'� UPDATED TO FBC 2017. - JR - 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q�; • `F� 06/06/17 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No. 58705 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN _- * Description: PRESSURE FROM TABLES 4-7. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ '" _ 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION OPENING OBTAINED IN STEP 1. g 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �% 1 N. VENICE, FL 34275 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. % O,�'•, ATE F lV� (941}480-1600 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. % ' •.:ct ORIDP.•' \�� s`S�QNAI ENG ALL RIGHTS INDUS�ES,INC. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, A, Lk M14461e�A.�. INTEGRAL FIN OR EQUAL LEG/BOX). P.E.# 58705 CERT. OF AUTH. #29296 "s'itiiJz Ttia' REVISED 53wi 9"- Ce'd- � �E r•o-/ ^L 9C7 Zxpizat,o Nate Ry Nuzm `Jade Prcd=_t Cns1t J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: DH -5560 NTS 1 OF 14 MD-DH5560-01 B Glass Type Description (Listed from Exterior to Interior) Design Pressure Table# Sheet# 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4,5 6 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,5 6 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,5 6 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,5 6 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 7 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 7 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 7 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 7 13 7/8" Laminated I.G.: 1/8" A Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 ru Dn111u Tuc vonnnD Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, SM S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" Box 1 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" Equal -Leg (#4) 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" Equal -Lite, 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" of the window...... 1/4" steel Aggre Gator Concrete min. 3.275 ksi 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" rnei c Aklnun DC TUDni 1(]1-1 TWr IKITrrC?AI FIM Group Anchor Substrate Min. Edge Min. Distance Embedment` E 2-1/Z'x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" Conflgs. 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S. ) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A36' 3/8" 0.050" ORIEL #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 3/8" 0.050" fGLASSTYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Steel Screw Types Optlons Conflgs. Installation Options that may be used (see Fig t3) (see Table 90 ksi 110 ksi Elco Aggre-Gator® 57 ksi EQUAL -LITE ORIEL ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 Flange 410 SS Elco. CreteFlex® Equal -Lite, Through the frame ....into Concrete/CMU -sheet 3, option 2 (#2) 5-16 Oriel/Proview of the window...... ,,,.through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 Gr. 33 Steel Stud 33 ksi 1 & Cottage ....into Metal - sheet 3, option 4 ....into 2X Wood Fraine/Buckstdp - sheet 3, option 1 Box 1 Equal -Lite, Through the frame ....into Concrete/CMU - sheet 3, option 2 Equal -Leg (#4) 5-16 Oriel/Protiew & Cottage of the window...... _,,,through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal -sheet 3, option 4 Through the ....into 2X Wood Frama/Buckstrip - sheet 4, option 5 J -Channel Equal -Lite, integral fin...... .,,,into Metal - sheet 4, option 7 (#1) 5 - 8 Ori & Cottage Through Throu h the frame ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 ,,.,into Metal - sheet 4, option 8 of the window...... Through the ....into 2X Wood Frome/Buckstdp - sheet 4, option 5 IMegrel Fin Equal -Lie, integral fin...... ,.,.Into Metal - sheet 4, option 7 C#3) 5-8 OrieUProNeW & Cottage Through the frame ....into 2X Wood Frame/Buckstdp - sheet 4, option 6 ....into Medal - sheet 4, option 8 of the window...... FI(,I IRF A PRAt,GF MMFI(:1 RATI(1MR 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-Gator® 57 ksi EQUAL -LITE ORIEL COTTAGE 177 ksi 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-Gator® 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco. CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi 11111111//'. \\,. SONY LYNN�� �'�.. •' • y,10ENSF ' •. �� * No.58705 f: * MIN. OF 3 � ��'• 3 TE O z(V \ THREADS BEYOND �, (Cs'•.Ff OTHE R1D?`. •'•G\�% SUBSTRATE. 7irZONAL EN���� /illlll100" A. LYNN MILLER, P.E. P.E.# 58705 FI(:1 IRF R- FRAMF TYPFR LP Gam AT, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}400-1600 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 ANCHORS RE -GROUPED. - JR - 06/06/17 "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG"= .090"SENTRYGLAS5 INTERLAYER BY KURARAY AMERICA, INC. P„ z,I UC'i i2S'JaSHD as ccrnpa.ysm8 wuh teas Fla ;da st I -I t imGe Fl rep -'trace No P°.PtrcaY.u:x d's'a'i£ By P>t:a*t3i @iaesa i3sV!sct {: ;.. roe 1y DeearlPtiOn:✓,ewn ep: GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Modal: Scale: I Sheet: Drawing No. Rev: DH -5560 NTS 2 OF 14 MD-DH5560-01 B 00 BOX L- EQUAL- ��q FLANGE ��^ ��JJrr �o LEG ��e 1 Onn3 01 J -CHANNEL q INTEGRAL FIN q LP Gam AT, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}400-1600 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 ANCHORS RE -GROUPED. - JR - 06/06/17 "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG"= .090"SENTRYGLAS5 INTERLAYER BY KURARAY AMERICA, INC. P„ z,I UC'i i2S'JaSHD as ccrnpa.ysm8 wuh teas Fla ;da st I -I t imGe Fl rep -'trace No P°.PtrcaY.u:x d's'a'i£ By P>t:a*t3i @iaesa i3sV!sct {: ;.. roe 1y DeearlPtiOn:✓,ewn ep: GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Modal: Scale: I Sheet: Drawing No. Rev: DH -5560 NTS 2 OF 14 MD-DH5560-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4" MAX SHIM 16 1/4" MAX SHIM FRAME OR BUCKSTRIP. VISIBLE SEE NOTE 2, THIS SHEET. EMBEDMENT 17 °' ❑ ,� 18 LIGHT WIDTH Z❑ EDGE FLANGEFLANGE FRAME EDGE DISTANCE a DISTANCE SHOWN - ' BALANCE i ° �1/4" MAX 44 TYPE BOTTOM VARIES SASH — - - -- ----- ° a a TYP. ANCHOR 2 SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, 42 WITH SASH a EMBEDMENTAND a n WEIGHT 54 EDGE o y 30 TYPE, EMBEDMENT AND EDGE EMBEDMENT AND �q o EDGE °." ° Q DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, u 31 DISTANCE PER EDGE SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. DISTANCE SEE LE 2, 18 U S H � SHEET2. m. Or�� o VISIBLE LIGHT WIDTH �— o O D - 1 1 - FLANGE EQUAL FRAME 10 87 12 LEG/BOX 72 NOTES: SHOWN FRAME EXTERIOR 19 zo OPT. SASH BUCK WIDTH TOP SHOWN VISIBLE LIFT RAIL 1) USE ONLY HORIZONTAL SECTION A -A LIGHT ffl SUBSTRATE -APPROPRIATE HEIGHT 1 ANCHORS LISTED ON TABLE 2, 48 SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 49 21 FOR ALL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. WINDOWS: 1 INSTALLATION OPTION SHOWN MAY ANCHOR @ BE USED ON ANY SIDE OF THE 15 3.55" FROM WINDOW. 1/4" MAX. 45 46 47 END AND AT SHIM #10 OR #12 STEEL 1/4" MAX. CENTER. 2) MASONRY ANCHORS MAY BE SELF -DRILLING SHIM BUCK �7 a 35 FOR USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE SHEET 2. ALL WOOD BUCKS LESS HEIGHT WINDOWS ❑ TABLE 2, ❑ ,� 50 16 D OVER 36" THAN 1-1/2" THICK ARE TO BE SHEET 2. WIDE: ADD CONSIDERED 1X INSTALLATIONS. 1X D EXTERIOR 30 ADDITIONAL WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO VISIBLEFROM @16-3/8" SUBSTRATE. WOOD BUCKS END. DEPICTED AS 2X ARE 1-1/2" THICK n� r 86 LIGHT GREATER. 1X AND BUCKS HEIGHT (WHEN USED) SHALL BE DESIGNED (W I 16 TO PROPERLY TRANSFER LOADS TO FLANGE THE STRUCTURE. WOOD BUCK FRAME EQUAL LEG/BOX TESTED UNIT LOCATION: DESIGN AND INSTALLATION THE SHOWN FRAME (2) 1" O 64 63 GI �0 FROM SASH END. RESPONSIBILITY OF THE ENGINEER END SHOWN INTERIOR OR ARCHITECT OF RECORD. O (-Il Ul WEEP EXTERIOR NOTCHES AT 31 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I—I INSTALLATION EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 OPENING) IS MEASURED FROMODUCT ANCHORED THROUGH ANCHORED THROUGH REVISED ae. cor'IF€ying with dse Flwida $ BEADING TO BEADING. FRAME INTO METAL 1 1 1 1 1 FRAME INTO METAL Buodz'g Cede Aeptaz*oe h;ce / kgs°�p��J,ry�, ONY LY/ 7�i� Revision: F;;oalifl Date EQUAL-LEG/BOX E1/4" MAX SHIM F '0CENgc. ': ••�F NO CHANGES THIS SHEET. flv �ad"'ct FRAME SHOWN o VISIBLE LIGHT FORMULAS � ��• '�•� * . No.58705 .27" X 1.25" ° ° NO ANCHORS WIDTH * _ ® WIDTH •- @SASH: BUCK WIDTH -6-1/2" -D .fJfj Description: Drawn By. WEEPHOLE W/COVER @ - REQUIRED IN ° ° _ FIXED LITE:B /2" ` r 1070 TECHNOLOGY DRIVE @ •t C tS FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI 2.87" FROM 38 ° O ° _ ° m FLANGE OR T,•'• �•,r' TEO7 (� N. VENICE, FL 34275 EACH END. ' EQUAL -LEG ° ° ° .a. °e a FRAME SILLS ,. HEIGHT (EQUAL -LITE) i '•.j 4ORIDP,. ' � � (941}480-1600 pp gUCKHEIGHT/2-4-3/8" %S C��,�` Title: DOUBLE HUNG WINDOW INSTALLATION Date: - LM 05/15/15 ° ° e N �� COPYRIGHT 02017 VERTICAL SECTION B -B N �1ONALI�\`Y APGT LLRINDUSRESERVE. Series/Model: Scale., Sheet. Ofawing No. Rev. A. LYNN MILLER, P.E. DH -5560 NTS 3 OF 14 MD-DH5560-01 B P.E.# 58705 CERT. OF AUTH. #29296 INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT INTO 2X WOOD FRAME OR INTO 2X WOOD FRAME OR �— EDGE DISTANCE BUCKSTRIP. SEE NOTE 2, THIS BUCKSTRIP. SEE NOTE 2, THIS SHEET. ANCHORED THROUGH INTEGRAL t EMBEDMENT SHEET. FIN INTO 2X WOOD FRAME OR '" 1/4" MAX SHIM 1/4" MAX SHIM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16 SHEET. TYP. ANCHOR TYPE, VISIBLE 17 J -CHANNEL FRAME EMBEDMENT AND EDGE D� 18 LIGHT WIDTH ❑ DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2, SHEET 2. BALANCE O _ 44 TYPE BOTTOM VARIES SASH , _ - __ __ ___ �0 EMBEDMENT 1 1/4" MAX SHIM TYP. ANCHOR TYPE, 42 WITH SASH EDGE WEIGHT 54 DISTANCE IRI q 30 EMBEDMENT AND EDGE o DISTANCE PER SUBSTRATE, u 31 SEE TABLE 3, SHEET 2. 18 (NAIL SHOWN) TOP ❑ SASH INTEGRAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 85 o� LIGHTVISIBLE WIDTH FIN FRAME D DISTANCE SEE TABLE P3, SHEET 2ER RATE, O 0 J -CHANNEL 9 11 SHOWN (NAIL SHOWN) FRAME 87 72 19 NOTES: SHOWN EXTERIOR 20 OPT. SASH TOP BUCK WIDTH VISIBLE LIFT RAIL 1) USE ONLY HORIZONTAL SECTION C -C LIGHTff9 SUBSTRATE -APPROPRIATE HEIGHT ANCHORS LISTED ON TABLES 2 & 3 4 8 OF SHEET 2. FOLLOW EMBEDMENT 1/4" MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 49 ! 21 FOR ALL 22 WINDOWS: 1 AND EDGE DISTANCE LIMITS. ANY SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES INSTALLATION OPTION SHOWN MAY EDGE 2 & 3, SHEET 2. O ANCHOR @ BE USED ON ANY SIDE OF THE DISTANCE 15 3.55" FROM WINDOW. END AND AT 45 46 47 CENTER. #10 OR #12 STEEL 1/4" MAX. 2) MASONRY ANCHORS MAY BE SELF -DRILLING SHIM BUCK FOR 35 USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE SHEET 2. ALL WOOD BUCKS LESS HEIGHT WINDOWS TABLES 2 & 3, ❑� 50 0 16 OVER 36" THAN 1-1/2" THICK ARE TO BE SHEET 2. WIDE: ADD CONSIDERED 1X INSTALLATIONS. D EXTERIOR 30 ADDITIONAL 1X WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO VISIBLEFROM @16-3/8" END. SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK 86 LIGHT GREATER. AND BUCKS HEIGHT (WHEN USED) SHALL BEE DESIGNED (W �q FIN AND/OR 16 TO PROPERLY TRANSFER LOADS FLANGE REMOVED (2) 1" INTERIOR TESTED UNIT LOCATION: TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE �� IN -FIELD ❑ WEEP O 64 END 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN lul NOTCHES AT OR ARCHITECT OF RECORD. FRAME SHOWN EACH END. 31 3) VISIBLE LIGHT WIDTH OR HEIGHT INS TALLATION�o EXTERIOR INSTA _L [ON .27" X 1.25" 7 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 1 -i z'-Va3E WEEPHOLE 33 W/COVER @ TYP. ANCHOR TYPE, EMBEDMENT AND OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO �t _mg sva h the F6a ido tai: �G 2.87" FROM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. SHOWN) BEADING TO BEADING. INTEGRAL FIN INTO METAL i I I l METAL (INTEGRAL FIN/FLANGE REMOVED) g EACH END. (SCREW Revision: L;.ep Ps,. at€can Bate 1/4" MAX93 �� QNY LYNN/ .,� 6 INTEGRAL FIN SHOWN SHIM \ �'�`, •' VtCENs,, NO CHANGES THIS SHEET. FRAME o VISIBLE LIGHT FORMULAS NO ANCHORS REQUIRED IN FRAME SILL IF ANCHORING WIDTH @SASH: BUCK WIDTH * : No.58705 - 6-1/2" _ „0•"� — Description: Drawn By: THROUGH THE FRAME. @ FIXED LITE: BUCK WIDTH -7-1/2" Fpy �_ 1070 TECHNOLOGY DRIVE J -CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI EDGE DISTANCE O� • N. VENICE, FL 34275 O (V Date: INSTALLATION OPTION 5 —� NATE HEIGHT (EQUAL -LITE) 941 D i�`s'•.�ORID?.•'•�\�� ( )-080-1600 Title: HUNG WINDOW INSTALLATION LM 05/15/15 ANCHOREDTHROUGH BUCK HEIGHT/2-4-3/8" DOUBLE - INTEGRAL FIN INTO 2X WOOD yI EMBEDMENT - /v iS�ONAL EN ��\ OPGT U5HT PCOPYRIGHT 02017 Series/Model: Scale: Sheet: Drawing No. Rev: FRAME OR BUCK -STRIP. SEE VERTICAL SECTION D -D A.7LYNN�fvSILLER, P.E. ALL RIGHTS RESERVED DH -5560 NTS 4 OF 14 MD -DH 5560-01 B NOTE 2, THIS SHEET. P.E.# 58705 CERT. OF AUTH. #29296 7/8" NOM. � � 7/8" NO � � 7!8" NOM. � � 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 5/16" H/H SG 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPACE 1/8" A_ GLASS 1/8" T_ GLASS 3/16" A_ GLASS 3/16" T GLASS 1/8" A GLASS G] EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 7s-79 7s-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8" NO � � 7/8" NOM. � � 7/8" NOM. � � 718" NO � � 7/8" NOM. 5/16" H/H SG 5/16" H/H SG__ 5/16" H/H SG 7/16" A/A SG 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE 1/8" T_ GLASS 3/16" A_ GLASS 3/16" T_ GLASS 1/8" _A GLASS 1/8" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7s-79 76-79 76-79 7s-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8" NOM. _— �{ 7/8" NOM. 7/16" A/A SG 7/16" A/A SG 1/2" NOM.GLASS GLASS TYPES 9 THROUGH 1/4" AIR SPACE 1/4" AIR SPACE 76-79 BITE TYP. ' 16 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS 72 74 WITH J-CHANNEL OR • INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5, 7, 9, 11, 13 7s-7s 76-79 31 & 15 MAY NOT BE USED IN EXTERIOR y5 THE HVHZ ABOVE 30'. PRODUCT REV/ SFD a GLASS TYPE 15 GLASS TYPE 16 38 iul ding Cade .a ece tn«ca 30 ANY LYNN'�✓1�/�' ., Revision: cxn aa, r3 E ate 6X18cs �' NO CHANGES THIS SHEET. -R-; m ;tet VIGENSF'•%'i% ° GLAZING NOTES: 'W'= ANNEALED No.58705 7 — Description: Drawn By: TYP. GLAZING DETAIL "H"=HEAT STRENGTHENED "T"=TEMPERED • �; �- a C(/.Z 1070 TECHNOLOGY DRIVE GLAZING DETAILS N. VENICE, FL 34275 J ROSOWSKI "PVB" `� TE OO/ Title: Date: =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG"= '= �:� �ORIDP..' \ (941)-480-1600 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 .090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA, INC. . U _ ' �� f` �I"vAL`\\ COPYRIGHT02017 PGT INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. A. CONN MWL'E'R, P.E. ALL RIIGHTSTRESERVED Series/Model: Scale:Sheet: DH-5560 NTS Drawing No. Rev: 5 OF 14 MD-DH5560-01 B P.E.# 58705 CERT. OF AUTH. #29296 SILICONE STRUCTURAL1/4" NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS/ 76 ACE 4SG TP 4SG TPS GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM, WITH DESICCANT EXT. GLASS �� SUPER O SPACER®NXTTM INT. GLASS REINFORCEMENT 5/16" NOM. BUTYL & DESICCANT FOAM DURASEAL® EXT. GLASS �a SPACER INT.GLASS POLYISO- Description DESICCANT FILL AREA BUTYLENE Kommeriing 4SG TPS Spacer System 5/16" NOM. SEAL Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer SILICONE SEAL ROLL -FORMED Cardinal XL Edge Spacer STAINLESS STEE XL EDGET"' T9 SPACER Exr.GLAss� GLASS Part # Description Material 76 Kommeriing 4SG TPS Spacer System For all window & sash sizes per Table 8 77 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer REFERENCE I ES I KLI'UK I S: F I L -d /1 /, b9bd & 89/U TGRI F d Glass Types 5,6,7&8 Design Pressure, Ibslfe +50.0 /-50.0 Reinforcement Level: Ri For all window & sash sizes per Table 8 SEE TABLE 8, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) OM H HT \t,,.. .,r// \ . SONY LYN/V '',, No.58705 ^ 0�'. S fir`ATE O (V ' S7ONAL ENG �• A. t" MILLED, P.E. TAM F 5 Glass Types: 6,6,7&8 Design Pressure, Ibs/ttz +65.0 / -70.0 Reinforcement Level: R2 For all window & sash sizes per Table 9 SEE I ABLt'U, JHtt I`J t -UK ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) DM ;H HT NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. PROlYiC, RE VSSED as complying will the Fl i& BnRdmg Code A aeptsaco Nar apira:i i Date NO CHANGES THIS SHEET.YnOF 5, f+rieat'ati)ade Pr 'urdiz>i. Description: Drawn 6y: 1070 TECHNOLOGY DRIVE SPACERS & DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE, FL 34275 (941}480.1600 Title: Date. DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 COPYRIGKrosOn PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Dmwing No. Rev: ALL RIGKTS RESERVED DH -5560 NTS 6 OF 14 MD-DH5560-01 B CERT. OF AUTH. #29296 TABLE 6: pees Types; s, 10, 1t 812 Bottom Sash Bosom Final Design Pressure (lbsffe) Bescriplion for gilen Sash Relight Range®Window Range Vin) Window Buck WIM(in) Haight Shown 48 52.125 54 ikinlorceme,e Levet0 18 24 24 EquaFlite 11.266 +70.0 -110.0 +70.0 -110.0 +70.0 -109.0 9einlprumant Level: R3 Stanulad Cottage 13.51].15.516 +70.0 -110.0 +70.0 -107.0 +70.0 -104.0 Equal -lits 28 Equal -lite 11.517-13.516 +70.0 -110.0 +]0.0 -1100 +70.0 -110.0 -110.0 +70.0 AMID +70.0 -110.0 +70.0 -109.0 +]0.0 -110.0 +70.0 -110.0 +70.0109. Standaml Pwew 11.266 -11.516 +70.0 -110.0 +]0.0 -110.0 +70.0 -110.0 Standard Cottage 13.517-15.516 Tallest 23.517-24.891 +70.0 -110.0 +70.0 .110.0 +70.0 -109.0 +70.0 -110.0 +70.0 -110.0 +]0.0-110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -104.0 Standard Cottage -20.517 - 23.516 +70.0 -110.0 +70.0 -110.0 +]0.0 -110.0 28 37.375 EquaFlite 18.016-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 Stenmum Prmtiew 11.51]-18.015 +70.0 -110.0 +70.0 410.0 +70.0 -1100 Shortest 11.266-11.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 11.266 -11.516 +70.0 -110.0 +70.0 -110.0 Tallest 29.517-31.516 +70.0 -110.0 +70.0 -102.0 +700 -104.0 Custom Size 26.517-29.516 +70.0 -110.0 +70.0 -110.0 +700 -110.0 23.51]-24.891 +70.0 -110.0 +70.0 -110.0 Si;m ard Cottage 23 517 - 26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -0 44 EquaFlite 20.517-23.516 +70.0 -110.0 +]0.0 -110.0 +70.0 -110.0 Slardad Collage 20.51]-23.516 Standard PmNew 18.016-20.516 +70.0 .110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 11.517-18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -lite 18.016-20.516 Shortest 11166-11.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Tallest 26.51]-35.141 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 dard Pview Slanm StanCano Collage 23.517 -26.516 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 EquaHite 20.517-23.516 +]0.0 -110.0 +70.0 -110.0 +]0.0 -110.0 48 Standartl PmNew 18.016-20.516 +70.0 -110.0 +70.01-1100 +70.0 -110.0 +70.0 -110.0+70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-1100 +70.0 -110.0 Custom Size 14.517 -18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 11.517 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 29.517-31 516 +700 -110.0 +70.0 -110.0 Shortest 11.266 -11.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 - Tallest 30.517 -WAS +70.0 410.0 +70.0 -110.0 +70.0 .110.0 w 26517-29.516 StardaM Cottage 27.51]-30.516 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 1 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 .110.0 Custom Size 24.517-27.516 +70.0 .110.0 +70.0 410.0 +70.0 .110.0 m Standard Collage Equal-lite 21.51]-24.516 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +700 -110.0 +700 -110.0 1 49.625 !to!18+016-21.516 ProNew 18.018-21.518 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 44 Custom Size 14.517-18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 20.51]-23.516 +70.0 410.0 +70.0 -110.0 1 Cuslam Sae 11.517 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +]0.0 -110.0 +]0.0 -110.0 Shortest 11.266 -11.516 +70.0 -110.0 +70.0 1 -110.0 +70.0 -110.0 Stan1e10 Pnes. 18.016-20.516 Standard Cottage 34.517 - 36.767 +70.0 -110.0 +70.0 1 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 1 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 32.517-34.516 +70.0 -11ol) +70.0 1 -110.0 +70.0 -110.0 Custom Size Equal -lite 29.517-32.516 +70.0 -110.0 +70.0 1 .110.0 1 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 Custom Size 26.517-29.516 +70.0 -110.0 +70.0 -110.0 +M0 -110.0 62 Standard Prmiew 23.517 -26.516 +70.0 -110.0 +70.0 1.110.01 +70.0 -110.0 11.266-11516 +70.0 -110.0 +70.0 -1100 Custom Size 21.016-23.516 +70.0 410.0 +70.0 1 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 Custom Size 18.016-21.015 +70.0 -110.0 +70.0 1.110.0 +70.0 -109.0 Tallest 26.517-35.141 Custom Size 14.517 -18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Showiest 11.516 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 Standard Cottage Tallest 38.51]-41.266 +70.0 -110.0 +]0.0 410.0 +70.0 -110.0 +70.0 410.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 EquaFlite 36.51]-36.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 34.517-36.516 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 20.517 - 23.516 +70.0 410.0 +70,0 -110.0 Custom Size 32.51]-34.516 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 75 Custom Size 30.517 - 32.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standad Pmvtew 18.016-20.516 Standard Pm•4ew 28.517-W.516 +70.0 -110.0 +70.0 110.0 +70.0 -110.0 +70.0 -11M +70.0 -110.0 +70.0 -110.0 +70.4 1410.0 +70.0 -110.0 +70.0 -110.0 Custom Size 26.517-28.516 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 Custom Size Custom Sae 24.516-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 EquaFlite 41.266 +70.0 -710.0 +70.0 .110.0 +70.0 -110.0 +;70.01-110T Custom Sae 38.517-41.265 +70.0 -110.0 N0A -110.0 11.517-14Z16 64 IF Custom Size 35.51]-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Pmmew - 35.516 +70.0 1 -110.0 1 +]0.0 1 -110.0 I +70.0 -110.0 SEE TABLE 10, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ** MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 48.484 NOTES: 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. TAR] F 7' sass Types: 13,11,15 618 Bottom Sasn Oescriplion br given RargeWmdo Haight Shown Bottom SasheonM Range on) 18 24 Final Design PIbsW Pressure 9 ( ) Window Buck Wirth (in) 32 38 1 40 1 1 52.125 54 9einlprumant Level: R3 24 Equal -lits 11.266 +700 -110.0 +70.0 -110.0 -110.0 +70.0 AMID +70.0 -110.0 +70.0 -109.0 +]0.0 -110.0 +70.0 -110.0 +70.0109. Standard Cottage 13.517-15.516 +700 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +]0.0-110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -104.0 28 EquaHlte 11.517-13.516 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Stand uo Prom. 11.266 -11.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-110.0 +]0.0 -110.0 +70.0 -110.0 +70.0 -110.0 Tallest 23.51]-24.891 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -0 Slardad Collage 20.51]-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 37.375 Equal -lite 18.016-20.516 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 dard Pview Slanm 11.51]-18015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.266-11.516 +70.0 -110.0+70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0-1100 +70.0 -110.0 +]0.0 -110.0 +]0.0 -110.0 Tallest 29.517-31 516 +700 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.014%0 +70.0 1 -110.0 +70.0 -102.0 +70.0 -104.0 Custom Size 26517-29.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 1 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 .110.0 Standard Collage 23.517-26,516 +700 -110.0 +700 -110.0 1 +70.0 -110.0 +70.0 -110.0 1 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 44 EgwHiis 20.51]-23.516 +70.0 410.0 +70.0 -110.0 1 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +]0.0 -110.0 +]0.0 -110.0 Stan1e10 Pnes. 18.016-20.516 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +700 -110.0 1 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 11.517-18.015 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 sweet 11.266-11516 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +700 -110.0 +70.0 AMD +70.0 410.0 +700 -110.0 +70.0 -110.0 Tallest 26.517-35.141 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 23.517-26.516 +70.0 410.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equati to 20.517 - 23.516 +70.0 410.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 48 Standad Pmvtew 18.016-20.516 +70.0 410.0 +700 410.0 +70.0 -11M +70.0 -110.0 +70.0 -110.0 +70.4 1410.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517 -18.015 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 Custom Sae 11.517-14Z16 +70.0 -110.0 +]0.0 410.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.266-11.516 +70.0 410.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -1100 +70.0 -110.0 - Tailed W.517. WIN +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -1100 +70.0 -110.0 Sumatra Cottage 27.517-30.516 +70.0 .110.0 +700 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 m Custom Size 24.51]-27.516 N0.0 -110,0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 00.0 -110.0 N0.0 -110.0 +70.0 -110.0 mEqual4ite 21.517-24.516 +70.0 .110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 +70.0 -1100 49.625 Starl PloNew 18.016-21.516 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -107.0 Custom size 14.517-18 015 +70.0 410.0 +70.0 -1100 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 410.0 +70.0 .110.0 +70.0 -110.0 Custom Size 11.517-14 516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +700 -110.0 +70,0 -110.0 Shortest 11.266-11.516 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 34.517-36]67 +700 -110.0 +70.0 -110.0 +70.0 1-110.0 +70.0 -110.0 1 +70.0 -110.0 +70.0 410.0 +70.0 -103.1 +70.0 AW.7 Custom Size 32.517-34.516 +MO 410.0 +700 -110.0 +70.0 -110.01+70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -108.5 +70.0 -103.1 EquaFlite 29.517 - 32.516 +70 0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 407.0 +70.0 -101.7 Custom Size 26517-29.516 +70.0 -110.0 +70.0 -110.0 +70.0 -liol) +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -10].2 +70.0 -101.9 62 Standard PWm 23.517-26.516 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -108.2 +700 -102.8 Custom Size 21,016 -23 516 +70.0 -110.0 +70.0 -110.0 +70.0 -lMs +70.0 -100.6 +70.0 59.6 +70.0 -99.6 +70.0 59.6 +]0.0 39.6 Custom Size 18.016-21.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -108.9 +70.0 -105.5 +70.0 4W.0 +70.0 -97.8 +70,0 32.7 Custom Size 14.51]-18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -100.5 +70.0 -95.6 +70.0 -92.5 +70.0 50.6 +70.0 -90.8 +70.0 30.6 Shalest 11.516-14.516 N0.0 -110.0 +70.0 -109.0 +70.0 51.5 N00 58.5 +70.0 433.1 N0.0 430.1 +70.0 50.0 +Tp,0 50.0 Tallest 38.517-41.266 +70.0 -110,01+70.0 .110.0 +70.0 -95.6 +70.0 32.0 +70.0 -90.2 +70.0 -90.0 +70.0 50.0 +70.0 30.0 EqueFNte 38.517-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -100.8 +700 -103.8 +70.0 -103.0 +70.0 -103.0 +70.0 38.6 +70.0 53.3 Custom Size 34.517-36.516 +70.0 -110.0 +70.0 -1100 +70.0 -100.0 +70.0 40.0 +70.0 -102.1 +70.0 -102.1 +70.0 58.6 +70.0 33.3 Custom Size 32.517-34.516 +70.0 -110.0 +70.0 -110.0 +70.0 57.7 +70.0 54.2 +70.0 52] +70.0 52.6 +M0 32.6 +70.0 52.6 75 Custom Size 30.517-32.516 +70.0 -110.0 +70.0 -110.0 +]0.0 -110.0 +70.0 -105.8 +700 -104.3 +70.0 -99.3 +]0.0 436.7 +70.0 52.0 Stamffinl Pmtew 28.517-30.516 +70.0 -110.0 +70.0 -110.0 +]0.0 -103.8 +70.0 -99.0 +70.0 56.1 +70.0 54.7 +70.0 57.5 +70.0 42.7 Custom Size 26.517-28.516 +70.0 -110.0 +70.0 -110.0 +]0.0 57.3 +70.0 32.3 +70.0 419.1 +70.0 416.9 +70.0 436.9 +70.0 53.7 Custom Size 24.516-26.516 +700 -110.0 +70.0 -109.0 +70.0 51.5 +70.0 436.5 +70.0 433.1 +70.0 30.1 +70.0 410.0 +70.0 410.0 Equable 41.268 +70.0 -110.0 +70.0 -110.0 +70.0 -95.6 +700 32.0 +700 $0.2 +70.0 50.0 +70.0 -90.0 +70.0 30.0 Custom Size 38.517-41.265 +70.0 -110.0 +70.0 -110.0 +700 403.8 +700 59.0 +70.0 -96.1 +70.0 -94] +70.0 52.1 +00.8 -76.4 Custom Size 35.517-38.518 +70.0 -110.0 +70.0 -109.0 +]0.0 -91.5 +70.0 56.5 +70.0 413.1 + 0 40.1 +70.0 410.0 +67.7 -77.3 Stamlare PmMew - -35.516 +T0.0 -110.0 +70.0 -109.0 +70.0 -91.5 +70.0 436.5 +70.0 433.1 +70.0 410.1 +70.0 -BoO +70.0 410.0 SEE TABLE 11, SHEET 11 FOR ANCHOR GROUP AND QUAN I I I Y. ** MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 48.484 Y LY ` Pte•,.. VICENSF'•.1��% No.58705 l ATE O '�4ORIDP.. \��� G ' Is'ONAL et\\\\ A L414 mil-Lth, P.E. P.E.# 58705 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE & BOX/EQUAL-LEG FRAME TYPES ONLY. ALL CONFIGURATIONS APPLICABLE.) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES H HT PRODUCTREVMED as eclnpiying olid 1, F66,it1.`. Sudd.ng Gude OC veyJClry E*;�7vr.2ticxlDzvL,vy r Description:crown lay: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE, FL 34275 (941)-480-1600 Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 COPYRIGHT02017 PGT INDUSTRIES, INC. Serie9/ModeL' Scale: Sheet: Drawing No. Ren. ATM1i�� CERT. DH -5560 NTS 7 OF 14 MD-DH5560-01 B . OF OF AUTH. #29296 FOR ANCHOR GROUP D. TABLE 9. SHEET 9 MAY BE USED TABLE 8: Anchor Anchor Mads. Anchor O.C. Spacing GmupE GmupP for -Integral -Fin" Installation 3.6" Anchor Gmup A I Anclwr Grolp B I Anctwr Gmup C Anchor Quantities Required for 18 WMe 24 Wide 32" Wide 36" Wide 49'Wide 40" Witle 52-1/8" Witle 19 - Wide 24"Witle 32" Wide 36" Wide 40" Wide 48" Wide 52-1/8" Wide 18"Wide 24" Wide 32" Witle 36" Wide 40" Wide 48" Wide 52-1/8" Wlde "Throughframe" Installation Jamb Jamb E ry B < E m � }' Jamb E < E m g g' Jamb Em a ai i Jamb ¢ m i Jamb A ¢ m z Jamb ¢ a• B < ¢ db ' i Jamb ¢ < ¢ i Jamb ¢ ¢ $ ¢ ¢¢ m g'm Jamb < m i Jamb ¢ m i Jamb ¢ m ii Jamb '''x < as Jamb ¢ m i Jamb v < m Jamb < Jamb ¢ xiLe.l:Rf rb Jamb S< Jamb L< m Jamb 3¢ Wase Typec: 66,]a8Descd Bolan Sash Ion br hen Bottom E Winrbw Sash HeiBhl °' Barge@ Range lin)B Heigh Shown < m iorcement - _es ,n `$ 24 28 37.375 44 48 49.625 62 75 S4 66.330 EgwHite Staricad Cottage Equal -lite StandaM PmM" Tallest Standard Collage Equable StentlaM PmNew swdest Tallest Cuslam Sae Standard Collage Equal -lite Cestan Size Standard PM4" Shortest Tallest standar Cottage Egwl-lite Steal PmA. Cwlam Site Custom Size Shortest Taftest Standard Cottage Custan Sae EgwFfM StanOartl PmNew Cestan Sae Costen Sae Shodest Tallest Stantlam Cottage Cwtam Sae EquiHite Cwl¢n Sae StandaNPrW w Cwlan Sae Cestan Sae SMdeal16.928-18.015 Tallest EgwHile Cestan Sae Cwtom Sae StandardPw.. EgwHite Cwtan Size Cestan Sae 11.266 13.517 -15.516 11.517-13.516 11.266 -11.516 21.517-24.891 18.017-21.516 15.017-18.016 11.517-15.016 11.266-11.516 29.51]-31.516 26.517-29.516 23.517-26.516 20.517-23516 18.016-20.516 11.517-18.015 11.266-11.516 27.517-35.141 23.517-27.516 2f1.51]-23.516 18.016-20.516 14.517 -18.015 11.517 -14.516 11.266-11.516 30.517-36.766 27.517-30.516 24.517-2].516 21.517-24.516 18.016-21.516 14.517-10.015 11.51]-14.516 11.265-11.516 36.517-36.]67 34.517-3616 31.517-34.516 28.517-31.516 25.517-28.516 22.51]-25.516 20.017-22.516 18.016-20.016 38.517-41266 38.517-38.516 34.517-36.51fi 31.517-34.516 29.928-31.516 40017-41,M 38.928-60.016 -41.266 1 t 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 d 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 d 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 1 3 4 4 d 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 1 3 1 3 2 2 2 4 3 3 3 3 4 4 6 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / t 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 213 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4! 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 3 3 3 3 3 3 2 2 2 4 4 3 3 3 6 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2F3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 3 3 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 6 4 3 3 d 4 d 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 1 2 3 1 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 d 4 3 3 4 4 d 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 d 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 d d 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 d 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 6 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 d 3 3 3 3 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 6 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 d 4 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 1 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 d 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 d 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 212 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 7 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 1 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 d 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 T 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 d 4 d 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 6 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SEE TABLE 4, SHEET 6 FUH Ut81(3N NHt53uKEJ wriEN usiNG 1 Hla TABLE. {e MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 45.072 NOTES: 1) USE THE ABOVE "ANCHOR QUANTITIES REQUIRED ............ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR O.C. SPACING.........." TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. "MR"=MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. \. `oNy LYNN * No.58705 �O ATE O P OR 'SS1/0NAL �ILENG A. LYNN LER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 NO CHANGES THIS SHEET 4 RODA ICT ?41''!6j SFD cckT pl png wah ilk TzezfA+itt 3;fi ding t'. cede / F�cc;apt2.npe 11140 {C) EX ate r} By : edPrerlltct<`cy.. Description: ANCHOR QUANTITY TABLE J ROSOWSKI r.rsrv., Title: Dote: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Model: Scale: I Sheet: Drawing No. Rev: DH -5560 NTS 8 OF 14 MD-DH5560-01 B Anchor Anchor Mads. Anchor O.C. Spacing GmupE GmupP for -Integral -Fin" Installation 3.6" d" 4 RODA ICT ?41''!6j SFD cckT pl png wah ilk TzezfA+itt 3;fi ding t'. cede / F�cc;apt2.npe 11140 {C) EX ate r} By : edPrerlltct<`cy.. Description: ANCHOR QUANTITY TABLE J ROSOWSKI r.rsrv., Title: Dote: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Model: Scale: I Sheet: Drawing No. Rev: DH -5560 NTS 8 OF 14 MD-DH5560-01 B I At3Lt U: Anchor Group B Anchor Group C Anchor Group D Anchor Quantifies Required for 18 Witle 24" Wde 32" Witle 36"Witle 40"Witle 48" Wide 52-1/8" Wia 18" Witle 24" Witle 32"Witle 36" Wlde 40"Wide 48" Witle 52-1 /8" Witle 18 Wde 24 Wlde 32 Witle 36"Witle 40 Wide 48" Witle 52-1/B" de "ThroughJFreme" Installation Jamb Jamb E d B 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 ¢ E 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 $' m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 1 6 4 3 3 4 4 4 4 4 4 TJ.---bT-Jamb 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 $m'fa: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 1 4 4 11 4 3 3 4 4 4 4 4 4 m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 1 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 Jamb E¢ 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 d 3 3 4 4 4 4 4 1 4 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 �° Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb Erc 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 11 4 3 R m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 $m' i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb S m 6 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 1 3 3 d 4 4 4 4 4 o: Z b m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 $m' x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 2 Jamb £ m ¢ 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 d 4 4 rc 2 S m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 x; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jamb E ¢ 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 rc Z b 2" 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jamb f m a 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 rc m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb wK m ¢ 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb Erc m 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 3 3 m 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 4 'Erc �, x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 1 2 1 2 1 2 21 2 2 2 2 2 2 Jamb m s 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 1 3 1 4 1 4 1 4 1 3 3 4 4 4 4 4 4 m 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 4 3 3 3 4 4 4 'Eo: x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb m ¢ 1 1 1 t 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 ab m 2 2 2 2 3 2 2 2 2 3 3 3 3 2 2 2 4 3 3 2 2 2 2 4 3 3 3 2 2 2 2 4 4 3 3 3 3 2 2 2 4 4 4 3 3 4 6 4 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 3 3 3 2 3 3 3 3 3 3 3 Jamb Erc m fl 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 9 3 3 m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 4 4 4 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jamb frc m B 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 4 1d 4 4 4 m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 4 4 4 'rc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 Jamb 6 mRelnrorcementRdnge�WlntlOW 1 1 1 1 1 2 2 3 3 1 2 2 3 3 3 2 f12 3 3 3 3 3 3 3 3 4 4 4 3 d 4 4 4 4 4 E m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 3 2 2 2 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 3 3 3 3 4 4 4 $' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 Jamb ftt m B 1 1 1 1 1 2 2 3 3 2 2 3 3 3 2 2Equal4ite 348 3 3 2 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 2 2 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 3 3 3 3 4 4 4 >- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb Erc a 1 1 1 1 1 2 2 3 3 2 2 3 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 1 4 4 4 3 4 4 4 4 4 4 m 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 1 2 2 2 3 3 3 3 4 4 4 xrrorceHeigh 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 Jamb ¢ 1 1 1 1 1 2 2 3 3 2 2 3 3 3 2 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 1 4 4 4 3 4 4 4 4 4 4 rc m 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 1 2 2 2 3 3 3 3 4 4 4 'ErcE 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 Jamb a 1 1 1 1 1 2 2 3 3 2 2 3 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 4 4 4 4 4 m 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 2 2 2 3 3 2 2 2 2 3 3 3 3 3 3 1 2 2 2 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 clava ryvea: 0,]68 Bottom Sash Bottom Z rc ;w Description Por given m Sash HeiM Shown Range (ln) 8 Equal4ite 11.266 1 2 1 Slardad Cottage 13.51]-15.516 1 2 1 Equal -lite 11.51]-13.516 1 2 1 _E1anded PmNew 112136 - 11516 1 2 1 Tallest 21.517-24.891 1 2 1 Stargard Cottage 18.017-21.516 2 2 1 Equable 15.017-18.016 2 2 1 Stantlad Pnniew 11.517 - 15.016 3 2 1 Shortest 11.266-11.516 3 2 1 Tallest 29.517-31.516 1 3 1 Custom See 26.51]-29.516 2 3 1 Standard Cottage 23.51]-26.516. 2 3 1 Equal -lite 20.51]-23.516 2 2 1 Custom Size 18.016-20.516 3 2 1 Branded Protiew _111.517-18.015 3 2 1 Shortest 11.266-11.516 3 2 1 Tallest 27.517-35.141 2 3 1 Stardad Cottage 23.517-27.516 2 3 1 20.517-23.516 3 2 1 Slanded Prow 18.016-20.516 3 2 1 Custom Size 14.517-18.015 3 2 1 Custom Site 11.517-14.516 3 2 12 11.266-11.516 3 2 1 Tallest 30.51]-36.]136 2 3 1 Stargard Cottage 21517-30.516 2 3 1 Custom Size 24.517-27.516 3 3 1 Equal -Ute 21.51]-24.5113 3 2 1 Stantlzd78.016-21.516 3 2 1 Custom Svc 14.51]-18.015 3 2 1 Gustom Size --TI-.51714,516 3 2 1 Shortest 11266-11.516 3 2 1 Tallest 36.517 -MIST 3 3 1 Slardad Cottage 34.511-36.516 3 3 1 Custom See 31,517-34.516 3 3 1 Equal -lite 28.517-31.516 3 3 1 Custom S¢e 25.51]-28.516 3 3 1 Slardad PrONew 22.51]-25.516 3 3 1 Custom Size 20.01]-22.516 4 2 1 Custom Size 18.016-20.016 4 2 1 Shortest 16.928-18.015 4 2 1 Tallest 38.517-41266 3 4 1 Equal lite 36.517-38.516 3 3 1 Custom Size 34.51]-36.516 4 3 1 Custom SYe 31.51]-34.516 4 3 1 Slandad Protiew 29.928-31.516 4 3 1 EquaHlte 4001]-41.266 4 4 1 Custom Size 38.928-dO.Otfi 4 4 1 Custom Size -41.266 4 4 1 x 24 28 3].3]5 44 49.625 62 75 84 86338 SEE TABLE 5, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ** MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 45.072 NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED.........." TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR 0. C. SPACING ............ TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. "MR"=MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. NY LYNNE YNN o'•V10EN3F���� * No.58705 SPATE�:�; Q �\ /(SSS/'c(ORIDP;. •NG\�� ///ONAL E\\ 2 A. LYNIJ MILLER, P.E. P.E.# 58705 NO CHANGES THIS SHEET Anchor Max. Anchor O.C. Spacing for Group "IntegraFFin" Installation 4' PRO°JlI?. T s^vE'ViSED as comnvlying wath tho Pjcarsda Bu¢ldmg rode Acrsssl6s.oa Pao -D k'aI irar a Ia.c :aai. t �a.1E 1e`IIaittt L£➢32L`r, 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE, FL 34275 (941)480-1600Title: Date., DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 COPYRIGHT02017 PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED DH -5560 NTS 1 9 OF 14 MD-DH5560-01 B CERT. OF AUTH. #29296 TABLE 10: Mcha GnwP 8 Anchor CxaP C 1 Ancdor Gray D Anchor "Through Guentitles Required for -Franc" Installation 18" Wife Jamb 24" Jamb m E 1 1 1 1 1 1 2 3 3 1 2 t32 2 3 3 3 3 4 1 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide K f r; m 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 9 2 2 2 2 4 ] 3 3 3 3 3 3 4 4 3 3 `a m� x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32" Jamb 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 We Z € m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 9 4 4 3 3 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36" Jemb f 2% d 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wlde i € m 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 4 9 3 3 2 2 2 2 4 3 3 3 3 2 2 2 2 4 4 3 3 3 3 3 3 4 4 4 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40' Jamb E X25 2 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 6 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide E 8 m 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 4 3 3 2 2 2 2 4 3 3 3 1 2 2 2 1 2 4 4 3 3 3 3 1 2 2 2 4 4 4 4 3 3 3 3 4 4 4 4 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4W Jamb f 3€ 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 9 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 4 4 1 4 1 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide 3 2 2 2 2 3 3 3 3 2 4 4 3 3 3 3 2 4 3 3 3 3 2 2 5 4 4 33 3 3 2 2 5 4 4 4 3 3 3 3 2 5 5 4 4 4 4 4 3 5 5 5 4 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 3 3 2 2 2 3 3 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 52-1/8' Jamb K £ 3$ 1 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 0 1 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wife K f n m 2 2 2 2 3 3 3 3 2 4 4 4 3 3 3 2 5 4 3 3 3 2 2 5 4 4 3 3 3 2 1 2 5 5 4 4 4 3 9 3 2 5 5 5 5 4 4 4 4 5 5 5 5 `m � x 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 3 3 3 3 3 3 2 2 3 3 1 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 4 3 3 3 4 54" Jamb K f S 1 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 1 3 4 4 4 3 3 3 4 4 4 4 5 5 d 4 4 4 4 5 5 5 4 4 5 5 Wide 'K f m 2 2 2 2 4 3 3 3 2 4 4 4 3 3 3 2 5 0 3 3 9 2 2 5 4 4 4 3 3 2 2 5 5 5 4 4 3 3 3 2 6 5 5 5 5 4 4 4 6 6 5 5 $9 x$ 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 3 3 4 4 4 4 4 4 4 4 4 4 1T Jamb 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 ] 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 WN! m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 9 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24" Jamb 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide K m 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 d 3 3 3 3 3 3 3 4 4 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32" Jamb t% d 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 1 3 4 4 1 4 3 3 3 4 4 1 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide m 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 4 3 3 3 3 2 2 2 2 d 4 4 3 3 3 3 3 4 4 4 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36' Jemb 1 1 i 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 9 3 4 4 2 3 3 3 3 4 4 4 3 3 9 4 4 4 4 5 5 4 4 4 4 -4 5 5 5 4 4 5 5 Wide m 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 4 3 3 2 2 2 2 4 3 3 3 3 2 2 2 4 4 4 3 3 3 3 2 2 4 4 4 d 4 3 3 3 0 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40" Jamb 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 4 4 / 4 5 5 9 4 4 0 4 5 5 5 4 4 5 5 Wide 2 2 2 3 ] 3 2 2 4 4 3 3 3 2 2 4 3 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 3 3 3 2 2 5 5 4 4 4 4 3 3 5 5 5 9 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 48` Jamb 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide 2 2 2 4 3 3 3 2 4 4 4 3 3 3 2 5 -0 3 3 3 2 2 5 4 4 4 3 3 2 2 5 5 4 4 3 3 3 2 6 5 5 5 5 4 d 4 6 6 5 5 2 2 2 2 2 2 3 3 2 2 2 9 3 3 3 2 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 52-1/B" Jamb 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 75 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 9 4 4 4 5 5 5 4 4 4 4 5 5 5 5 4 5 5 5 Wida 0: m 2 2 2 d 0 3 3 2 4 5 4 4 3 3 2 4 4 3 3 3 2 5 5 4 4 3 3 3 2 5 5 5 4 4 3 3 3 6 6 5 5 5 5 4 4 6 6 6 5 $F 2 2 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54" Jamb K 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 5 5 5 4 4 4 d 5 5 5 5 4 5 5 5 Wide dd m 2 2 2 4 4 3 3 2 5 5 4 4 3 3 2 5 4 4 3 3 3 2 6 5 4 4 3 3 3 2 5 5 5 4 4 3 3 3 6 6 fi 5 5 5 5 4 6 6 6 8 `a 2 2 2 2 2 ] 3 3 2 2 3 3 3 4 4 3 3 3 3 4 4 4 3 3 3 3 3 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 d 4 IT Jamb K 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide K 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24° Jamb $ 1 1 1 1 1 2 3 3 1 2 2 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide 2 2 2 S 2 2 2 2 3 3 3 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32' Jamb 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide ma 2 2 2 2 2 2 2 2 2 3 3 3 2 S 2 3 ] 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36' 1 i 1 1 1 1 2 3 3 1 2 2 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 d 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide40` 2 2 2 2 2 2 2 2 2 3 3 3 212 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jennie 2 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 d 4 4 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 4 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 4 2 3 2 3 2 48" Jamb K d 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 d 4 2 3 3 3 3 4 4 4 3 3 4 4 d 4 5 5 4 4 4 4 4 5 5 5 4 4 5 5 Wide C a m 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 2 2 2 2 2Shadest 4 2 3 2 3 2 2 2 2 2 2 2 2 2 4 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 4 2 3 213 3 2 3 2 3 3 2 3 2 3 2 3 4 2 4 2 d 3 4 3 3 3 3 3 3 3 3 9 4 3 6 3 4 3 4 3 52-118' Jamb m 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 4 4 4 4 5 5 4 0 4 4 4 5 5 5 4 4 5 5 White K 2 2 2 2 3 3 3 2 2 3 3 3 3 ] 2 4 3 3 3 2 2 2 -0 3 3 3 3 2 2 2 4 4 3 3 3 3 2 2 4 4 4 4 4 3 3 3 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 54" Wife Jamb K K 1 2 1 2 1 2 1 2 1 3 1 3 2 3 3 2 3 2 1 3 2 3 2-F3 3 3 3 3 3 2 2 4 3 3 3 3 3 3 3 2 4 2 4 2 2 4 3 4 3 3 3 3 3 3 4 2 4 2 4 2 3 4 3 4 4 3 4 3 4 3 4 3 5 2 5 2 4 5 4 4 4 4 4 4 4 4 5 4 5 3 5 3 4 5 4 5 5 5 d ` aBallon 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 2 2 2 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Oleos TYYYe: Beltgn $8511 K K `u 2 f ash Hei9hf Range®Windo S Helghl Shown Range (in) EqueRite 11.266 1 2 1 Staldam Cottega 13.517.1&516 1 2 1 EquaHite 11.517-13516 1 2 1 Standard PnfAew 11.266-11.516 1 2 1 Tallest 23.517-24.891 1 2 1 StaMnN Cottage 20.517-23.516 1 2 1 EqueHde 18.016 - X.516 2 2 1 Standard Plmiw 11.517-18.015 3 2 1 Shotest 11266-11.516 3 2 1 Talent 29.517-31.516 1 3 1 Custam3ize 26.517-29.516 2 3 1 StandeN Cotage 23.517-2'].516 2 3 1 Equal{6e 20.517-23516 3 2 1 standard! P.. 18016-21.516 3 2 1 Size 11.517-18.015 3 2 1 11.266-11.516 3 2 1 TAI.t 26.51]-35.141 2 3 1 SterAeld Collage 23.517-26.516 3 3 1 Equel{ore 20.517-23.516 3 2 1 Standard PrnSew 18.016-21.516 3 2 1 Custom Size 14.517-18.015 3 2 1 Custom Size 11.517-14.516 4 2 1 Shortest 11.266. 11.51fi 4 2 1 Tallest 30.517-36.766 2 3 1 Couepe 27.517-30.516 3 3 1 Custom Sme 24.517-0.516 3 3 1 Equel{ib 21.517-24.51fi 3 2 1 Sfentlerd Praicw 18.016-21.516 3 2 1 Custom Size 14.517- 18.015 4 2 1 Custom Size 11.517. 14.516 4 2 1 Shortest 1t266-11.516 4 2 1 Stendald Cottage 34.517-36.767 3 3 1 CLztam Size 32.517.34.516 3 3 1 EWeI{de 29.517-32.516 3 3 1 Custom Srze 26.517-9516 4 3 1 S1ende1d Flomax 23.517-26.516 4 3 1 Custan Size 21.016 - M.516 4 2 1 Custom Size 18.D16-2,015 4 2 1 Custom Size 14.517-18.015 5 2 1 Shotest 11.516-14.516 5 2 1 Tdlest 38.517-41.266 4 4 1 Equal-ite 36.517-36.516 4 3 1 CUStoh Size 34.51]-36.516 4 3 1 Custom 3¢e 32.517-34.516 4 3 1 Custom Size 30.517-32.516 4 3 1 Standard PloNex 28.517-30.516 5 3 1 Custan Size 26.517-26.516 5 3 1 Cuslan Size 24.516.26.516 5 3 1 EqueHde 41.2fi6 4 4 1 Custom Slze 38.517-41.265 4 4 1 Caston Sue 35.51]-38.516 5 3 1 Standard PmNex -35.516 5 3 1 aelnterwment ,."I: al mStantleN x m d 24 28 37.375 44 46 49.U5 62 75 84 SEE TABLE 6, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 48.484 NOTES: 1) FRAME DIMENSIONS ARE BUCK. "MR"=MEETING RAIL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLE 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. a 0 LYNN �'�°.�'• LICENSE • ���� i/ _ * No.58705 NO��'.J11 S ATE FI ' ,•'.(!/44/� i �s ''•Ft OR101" /ONAL ENG �. A. 144111 MILL' W P.E. P.E.# 58705 NO CHANGES THIS SHEET Description: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE N. VENICE, FL 34275 i _ (941}480-1600 00PYRIGHT02017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES PRODUCT REVVED <�. c�;oJpeyrng v:eEh tide a'iav`iur EgI--Il 3_x:g Code Accu ptauc 7Ja t f' yi ,iga� irat m 5y mi'.n' adartAd c? £'6]xaas J ROSOWSKI 3LE HUNG WINDOW INSTALLATION - LM 05/15/15 odal: Scale:Sheet: Drawing No. Rev: H-5560 NTS 10 OF 14 MD-DH5560-01 B TABLE 11: --- - --- AII l rGroupB --_ ---_ __ "eh.r GroupC -- An.bw GmuPD -- Anchor "Through Quantities Required -Frame" Installation BCtmm Sa911 rlptlOn tCl6EnEma RengeOWv�tl.w e wind.< E,.Ake Slandem C.ua9e EgmURe SYa,dard PmJew Talkat Equel4de Stalard Pr.dew Shortest Telkst Cuetem Size Egml4Re she.. Teleet fqueURe it.&rd Provew Cwt.m Size Custom Size Searteet Tallest Stenlbrd CmNge Coetam Size Egtol4Re Standard Prvlaw Custom Size Custom Size Sh.rteat StaMerd Crttagn Custom Size E.IaHAe Coat. -Size StmdeM Provew Cushm Sire Custom Size Custom Size Shortest Tallest Equal4Re Custom Size Cost. -Size Cuat.m Size Stentlerd ProJew Custom Size Custom Size Emw14Re Custom Size [unmet Size S,IPro, for 11266 13517-15.516 11.517-13516 1126b-11.516 23.517-24.841 MW -23516 18.816-20.516 11.SR-18.81` 11266-11516 24.517-31516 26.517-25.516 2P 517-23.51ff 11.266-11.516 26.517-35.ta1 23517-26.516 20.617-23.516 18.816-20.516 14.517-18.815 11517-14.516 iIM-11516 30.517-36.Tb6 27.51]-30516 2.517-27516 21.517-24.516 180ifi-21.516 14517-18.615 1147-14.876 112b6-11.516 34.517-36.767 32517-34.516 29.517-32.Sib 26517-24 51b 23517-26.516 2L616-23.516 18.016-21615 14.517 -18,015 11.516-14.516 38.511-41266 36.517-38.516 3{517-%.516 32.517-}4516 30.517-32.516 28.517-30.616 26.517-26516 24.516-26.516 41.266 38.517-41265 35517-38.516 -35516 16'Wiffi Jamb m 1 4 1 1 1 1 2 3 3 1 T 3 3 2 3 3 4 4 2 3 3 3 3 4 4 4 } 3 3 4 4 a 4 4 9 4 • 5 5 4 5 LL' 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 31 2 2 2 2 4 3 3 3 3 3 3 3 9 4 3 `m 1 1 1 1 1 1 1 1 1 4 1 1 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 24"Wke Jemb a¢ 1 1 1 1 1 1 2 3 3 1 2 3 3 2 3 3 3 3 4 4 2 3 3 3 3 ♦ 4 4 ] 3 3 a 4 4 4 5 5 4 4 4 4 4 5 5 4 5 5 5 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 `m 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 32"Wke Jemb K 1 t 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 n 2 3 3 3 3 4 4 A 3 3 3 4 4 4 1 5 5 4 4 4 4 4 5 5 5 4 5 6' 9`a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ] 2 3 2 3 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 1 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 4 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 4 2 3 2 3 2 36'VJide Jemb 2 1 1 1 1 1 1 2 3 3 1 2 2 3 3 9 3 2 3 3 3 3 4 4 2 ♦ 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 a 5 5 5 K 2 2 2 2 3 2 2 2 2 } 3 3 2 2 2 2 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 @ 3 3 ] 3 2 2 2 2 4 3 3 3 3 3 3 } 4 4 3 ] `m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a6"Wide Jamb K 1 1 1 1 1 1 2 3 _ 1 2 2 3 3 3 2 3' 3 3 4 • 2 ] 3 3 3 4 4 4 3 3 ] 4 4 4 4 5 5 4 4 4 9 4 5 5 5 4 5 5 6 2 2 2 2 3 2 2 2 3 3 3 3 2 2 2 4 3 2 2 2 2 4 3 3 3 2 2 2 2 4 4 } } 3 2 2 2 2 4 4 4 3 3 } 3 3 4 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48'WIh Jamb 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 4 • 2 3 3 3 3 6 4 4 3 3 3 4 4 4 a a 4 4 4 4 5 5 5 4 5 5 5 2 2 2 2 3 3 3 3 2 4 4 3 3 3 3 23 4 3 3 3 3 2 2 5 a 4 3 3 ] 2 - 5 4 4 4 } 3 3 2 2 4 4 4 4 4 3 3 4 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 2 2 2 3 _ 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 3 2 3 3 2 2 2-1 Jemb 1 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 4 4 2 3 3 3 3 4 • A ] 3 3 4 4 4 4 4 A 4 4 4 5 5 4 J, 2 2 2 2 3 3 3 33 2 § a 4 3 33 3 2 5 4 3 } 3 2 2 6 4 3 3 3 2 2 5 4 4 @ 3 3 2 2 4 4 4 } 3 3 4 4 4 3 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 3 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 } 3 3 3 3 3 } 3 3 3 3 54"Wide Jemb 1 1 2 2 1 2 2 3 3 1 2 2 } 3 3 3 2 33 3 3 3 4 a 2 3 3 3 } 4 4 4 3 3 } 4 4 4 4 5 4 q 4 4 4 5 5 5 4 5 2 2 2 2 4 3 3 3 2 a a + ; _ 1 2 3 1 3 2 2 5 4 a 4 3 2 2 5 4 d 4 4 3 3 2 2 5 5 4 4 3 3 3 3 5 4 4 4 2 2 2 2 2 2 2 3 3 2 2 2 3 } 3 3 3 1 3 3 3 3 2 3 3 3 3 3 3 } 3 3 3 3 } 3 3 9 3 3 3 3 3 3 3 3 3 3 3 3 } 18'WNe Jemb 1 4 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 ] 4 4 2 } 3 3 3 4 4 4 3 3 3 4 4 4 4 4 4 4 4 4 5 4 5 5 S 2 222 2 2 2 S 2 2 2 3 3 3 2 2 2 2 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 1 4 1 1 1 1 1 1 1 1 1 1 4 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2a"YJide Jame 1 1 1 1 1 2 3 3 2 2 3 3 3 3 2 3 3 4 + 2 3 3 3 3 4 4 4 3 3 3 4 F 4 4 4 4 4 6 4 5 5 _ 4 5 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 32 } 1 } 1 2 1 2 1 2 1 2 1 3 1 1 2 1 2 1 2 1 2 1 3 1 3 1 3 1 2 i - 1 2 1 2 1 2 1 3 1 3 1 3 i 3 1 3 1 2 1 2 1 2 1 2 1 4 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 4 1 4 1 1 3 1 32"Wide Jamd R 1 1 1 1 1 2 3 3 2 2 3 3 3 3 2 3 3 3 4 4 2 ] 3 3 3 4 4 4 3 3 3 4 9 4 9 5 4 4 4 4 4] 5 5 4 5 R 2 2 2 3 2 2 2 2 } 3 2 2 2 2 3 3 2 2 2 2 2 a 3 3 3 2 2 2 2 4 3 3 3 3 2 2 2 2 4 4 3 ] 3 3 3 4 4 3 3 %'take Jamb p 2 1 i 2 1 2 1 2 1 2 1 2 2 2 3 2 3 1 2 2 2 2 2 3 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 4 2 2 2 3 2 3 2 3 2 3 2 4 2 2 4 2 3 2 3 2 3 2 • 2 d 2 4 2 4 2 5 2 5 2 ♦ 2 4 2 4 2 6 2 a 2 5 2 5 2 5 2 4 2 2 5 K 2 22 2 2 3 3 2 2 2 3 3 3 3 2 2 2 4 } 3 2 2 2 2 4 } 3 3 3 2 2 2 4 4 d 3 3 3 2 2 2 4 4 4 3 ] 3 3 3 4 4 3 `u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40"Wqe Jemb m 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 } 3 3 4 4 2 3 3 3 3 4 ♦ 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 5 K 222 2 2 3 3 3 2 2 4 4 3 3 3 2 2 4 3 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 4 3 3 3 2 2 4 4 x 4 4 ] ] 4 4 } 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 7 2 2 2 3 3 2 2 2 2 } 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4V Jamb 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 a 2 3 3 3 3 4 4 4 3 3 3 4 4 a 4 5 5 4 4 4 7 4 5 4 5 5 Wide 2 2 4 3 3 3 2 4 4 a 3 3 3 2 5 4 3 3 } 2 2 5 4 4 4 3 3 2 2 5 5 5 4 4 3 3 2 2 5 5 5 4 4 d 3 3 a ¢ 2 22 2 2 2 3 3 2 2 2 3 3 3 3 2 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 52-iffi"4'dae Jemb 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 1 3 4 4 4 d 5 4 4 4 4 4• 5 5 5 4 5 5 2 4 4 3 3 P ♦3 5 a 4 3 3 2 5 4 4 3 1 3 2 5 5 4 6 3 3 3 2 5 5 4 4 3 3 3 2 5 5 E 4 4 4 3 5 4 2 2 2 3 3 3 2 3 3 3 3 3 3 3 4 3 3 4 4 2 3 3 3 3 4 4 4 3 3 3 3 9 3 } 3 3 3 3 3 3 7 3 3 3 } 3 } S4'Wke Jmnb 2 1 2 2 3 3 2 2 3 3 3 3 2 3 3 } 3}@ 4 § 2 3 3 3 3 4 4 b 3 3 3 4 4 4 b 5 5 4 9 6 4 4 S 5 4 5 5 2 4 a 3 3 2 5 4 4 3 3 2 5 4 4 3 3 2 6 5 4; @ a 3@ 3 2 5 5 4 4 4 3 3 2 5 5 5 5 4 4 4 } 5 5 4 4 2 2 2 3 3 3 2 3 3 3 4 • 3 3 3 3 4 4 3 3 3 3 4 4 3 3 3 3 4 4 9 4 3 3 9 3 3 3 3 3 3 3 3 3 3 18'VJide Jmb 1 1 1 2 3 3 2 2 3 3 3 3 2 3 3 3 3 4 a 2 3 3 3 3 • 4 4 3 3 3 4 4 8 4 5 4 413 4 9 4 5 5 5 4 5 5 2 2 2 2 2 2 3 } 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 4 3 1 3 3 3 3 4 4 3 3 1 1 1 4 1 1 1 1 1 i 4 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2G'VJitle Jemb 1 1 1 2 3 3 2 2 } 3 3 3 2 3/ 3 3 7 4 4 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 2 2 2 2 2 2 3 } 2 2 2 2 3 2 2 2 2 2 9 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 a 3 3 3 3 3 3 3 4 4 3 3 32"VJtle Jamb 1 1 1 1 1 1 1 2 1 3 1 3 13 1 2 1 3 1 3 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 4 1 4 1 2 1 3 1 3 1 3 1 3 1 4 1 4 1 i 1 3 1 3 1 3 1 4 1 4 1 4 1 d 1 5 1 5 1 4 i 4 1 4 1 4 1 1 1 5 1 5 1 5 1 4 1 5 1 5 1 5 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 3 4 4 J 3 2 2 2 2 2 2 21 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ]6"4Ype Jemb 1 1 1 2 3 3 2 2 3 3 3 3 2 3 3 3 3 4 a 2 3 3 3 3 4 9 4 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 5 5 5 2 2 2 2 2 2 ] ] 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 4 3 } 3 3 } 3 3 4 4 3 3 L w 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 40^.vids Jamb 5 12 12 12 1 1 1 2 3 3 1 2 2 } 3 3 3 2 3 3 3 } 4 a 2 3 5 3 3 x 4 4 3 3 } 4 4 4 4 5 5 4 4 4 4 4 5 5 4 5 5 5 i 2 2 2 2 2 2 2 2 2 2 2 2 } 2 3 2 3 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2} 2 2 2 2 2 2 2 2 2 Y 3 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 4 2 3 2 3 2 3 2 3 2§ 3 2 3 2 3 2 4 2§ 4 2 3 2 3 2 46'Wtde Jamb m 1 1 1 2 3 3 4 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 } } 4 4 4 3 3 3 4 4 4 ♦ 5 5 4 4 4 4 5 5 5 5 6 5 2 3 3 2 2 2 3 ] 3 1 2 2 4 3 } 2 2 2 2 4 3 3 3 2 2 2 2 4 4 3 } 3 22 22 2 2 4 6 4 3 3 3 3 1 4 4 } g - m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 52-1I8"Wide Jemb I. 4 1 1 1 2 3 3 1 2 2 3 3 3 3 2 } 3 3 3 4 4 2 3 ] 3 3 4 4 t 3 3 3 4 4 4 @ 5 5 1 4 8 4 4 4 5 5 5 6 5 5 g 2 2 3 2 3 2 3 2 2 2 2 2 3 2 3 2 3 2 3 23 3 2 2 3 2 3 4 2 3 2 3 2 3 2 2 3 2 3 2 3 4 2 3 2 3 2 3 2 3 3 2 3 P 3 2 3 4 2 4 2 4 3 3 3 3 3 3 3 2 3 2 2 2 2 4 2 4 3 4 3 3 3 ] 2 3 2 ] 2 3 2 4 2♦ 4 2 3 2 2 .J'Wtle Jamb 1 1 1 2 3 2 3 3 3 2 2 2 2 2 2 3 [3T7 49'@5 62 75 3 2 t 3 2 32 2 3 ] 3 3 3 2 3 2 2 4 3 3 3 3 3 3 3 2 4 4 2 2 4 3 4 3 } 3 3 3 3 4 2 6 2} 4 2 3 4 3 4 3 4 a 3 4 3 9 ] k 2 5 2 5 2 4 4 d 4 4 4 9 3 4 3 5 } 5 3 5 3 4 5 4 5 3 5 3 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 2 3 3 3 2 2 3 3 3 ] 3 3 2 2 3 3 3 2 2 2 2 3 2 2 2 SEE TABLE 7, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ** MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 48.484 NOTES: 1) FRAME DIMENSIONS ARE BUCK. "MR"=MEETING RAIL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLE 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. \. ,�()NY LYNN�i., �N` \rEN * No.58705 ' -10 ;-;0E O a 1 0. . S T(V :O '•.'ctORIDN.•'' is ..... NAL E� I A. LYfVN M)LLIER, P.E. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES PRODUCT R;�V�SFD a paying v,' h 0M ldof r Es ti. ding Code A,lc-,A woe i'*s Revision:iraii-q €late NO CHANGES THIS SHEET.By la p -au ® Description: Drawn By: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE, FL 34275 (941)480-1600 Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 COPYRIGHT 02017 PGT INDUSTRIES, INC. Series/Model: Scale:Sheet: Drawing No. Rev: ALL RIGHTS RESERVED DH -5560 NTS 11 OF 14 MD -DI -15560-01B CERT. OF AUTH. #29296 _ 3.500" 3.500" �- -�- .063" �{ r-- .063" 3.500" - 3.500" �{ r-- .063" �{ r .063" 3'483" �f .062" 3'483 ►{ 1 .062" LA 1.483" � 1.483" � 1.483" � 1.483" as 2.444" as 2.444„ oo❑ �D oo❑ ==Fl i ��oo❑ ��o�❑ Ir .625" -CHANNEL 625 FLANGE FRAME '1T�;(�) RAME HEAD OO HEAD FIN FRAME EQUAL LEG FRAME .625 13� O HEAD HEADFRAME SILL IT J-CHANNEL .625 FLANGE FRAME SILL 3.483" - 1483" ►{ ��-- .062" Q 3.500" 3.500" 3.500" 3.500" 062" 11 2.444" 2.444" a ���I 1.483" 01.483" �°���m�I 0 1.483" n 1.483, � �D ooaVVVII as-�DD.062" �o�❑ o062" ❑� o.06o2" ❑� LLL° --- o062" ❑�.. ���oo❑ � o 1.375" FIN FRAME EQUAL LEG O SILL O FRAME SILL 625 D O FRAME JAMB 625 D 10 FLANGE FRAME 1.375' O JAMB 1.375" 11 FIN FRAME 12 EQUAL LEG FRAME 1.641" � 1.641" �{ T T 1.215' 1.376" 2.176' 2.100" 1.472" ►{ {� 1.565" �{ .065" 1.375" 1.375" .974" .590' .471" .590" .347„ i1 .035" 1.000" (�-- � 1.000" Imo- .06 .355" .050" � � .070" .070" � .050" } 15 DER RAIL 16 SASH RAIL 17 COVER BALANCE 18 SCREW COVER 19 INTERLOCK 20 INTSASH STOP/ LIFT RAIL LIFT ERLOCK KEEPER COVER IL 21 BEVELED BEVELED INTER[ 22 INTERLOCK COVER .864" .175' 316" .754" tsza" PRor� UCT REVSED ©,n .r3nst' sty 1 t� as _=uIlding Caee .050" .hccepl_A30 `F-e .035" �{�-�- � / Revision: se'Earx'i3.at#u 72 LAMI IG 80 EXTRUDED SCREEN FRAME 14 TOP SASH PULL BEADING �pNY LYNIVItf �' .�� NO CHANGES THIS SHEET. B" mimi ado Ptcx$uci Vis': 1.185" 1.185" �-� �i 1.100" I � 715" .810" '715 .715" S _ * ,' No. 58705 '. = * - --O `'�" �= 1070 TECHNOLOGY DRIVE .�-/( #e- N. VENICE, FL 34275 �O r • �(/ SATE Description: Drawn By: WINDOW EXTRUSIONS J ROSOWSKI Date: J - „ oso' '. .: T (941)480lsoo Title: .060" .060 i '•Ft ORIDP.•'' \�� 17 GPN DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 LIGHT SASH 24 STANDARD SASH 25 HD SASH 23 REINFORCEMENT REINFORCEMENT REINFORCEMENT � ks�LONAL EN���\ PGT USTRIES,IINC. /p/LWNNmIL�L�\ P.E. ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev., DH-5560 NTS 12 OF 14 MD-DH5560-01 B P.E.# 58705 CERT. OF AUTH. #29296 TAO E •12 - Bill of Material # Part # Description Material 1 620113 Frame Head - J -Channel PVC 2 620114 Frame Head - Flange PVC 3 620115 Frame Head - Fin PVC 4 620116 Frame Head - Equal Leg/Box PVC 5 620105 Frame Sill - J -Channel PVC 6 620106 Frame Sill - Flange PVC 7 620107 Frame Sill - Fin PVC 8 620108 Frame Sill - Equal Leg/Box PVC 9 620109 Frame Jamb - J -Channel PVC 10 620110 Frame Jamb - Flange PVC 11 620111 Frame Jamb - Fin PVC 12 620112 Frame Jamb - Equal Leg/Box PVC 14 620171 Top Sash Pull (opt.) PVC 15 620140 Keeper Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Lift Rail Interlock 6005 T5 Al 20 620144 Lift Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 Al 24 620151 Standard Sash Reinforcement 6063 T6 Al 25 620152 HD Sash Reiniorcement 6063 T6 Al 30 j 61644 Weatherstrip, .18T' x .270" Fin Pile 31 1 6Q300 IWeatherstrip, .199'x .300" Foam Bulb 32 1 61719 IWeatherstrip, .18T' x 220" PolyPile 33 1 61825 IWeatherstrip Plug, .220" Finseal 35 1 78X1MTTT 1#8 x 1" Ph. PH SDS (Interlock Mounting Screw) SS 38 1 720210 1 Weep Hole Cover PVC 39 1 720185 ITilt Latch Reinforcement Clip PVC 40 720)0= Constant Force Balance 41 78X34PPAX #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) SS NOTES: 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PARTS # 1, 5 & 9. OTHER FRAME TYPES APPLY. 3) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 5) ITEMS # 13, 26-29,34,36, 37, 65-71, 73 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. NO CHANGES THIS SHEET. Description: —1. 1' BILL OF MATERIAL A (BOM) J ROSOWSKI 7rtle., Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 cob: I Sheet: Drawing No. Rev: NTS 13 OF 14 MD-DH5560-01 I B ` �vv0NY LYN!b y� //'% •CICENSF /�� _ No.58705 0;<� tQ;TE S0...... A. LYNN PJIILLER, P.E. P.E.# 58705 LrD CCS EViSFD R load f anti J!}SdZciki3i +3�G P °�� =T3 N/A FOR +501-50 DP UNITS 18 SPIRAL BALANCE 42 43 OR CONSTANT FORCE40 BALANCE 40 FRAME-\\\ ASSEMBLY 5 DETAILS EXTERIOR C� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED I CERT. OF AUTH. #29296 I ATTACHES TO PIVOT BAR, # 60 NEXT SHEET MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS TAoi o 4o nnkIT NO CHANGES THIS SHEET. Description:^" BILL OF MATERIAL B (BOM) J ROSOWSKI Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet:Drawing No. Rev: DH -5560 NTS 14 OF 14 Min-DH5560-01 B ATTACHES TO BALANCE No.58705 Off'. STATEF •' (V ` //''/;S,/ONAL ENG A. LYNN Iv�ILIEt♦4, P.E. P.E.# 58705 5 l.yo3'tSA,fY Y5 jQt'@ $�. �ii-0k'A4& wading. Code 1'2s MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS OPT. SWEEP LOCK BOTTOM SASH ASSEMBLY nP:TAll S 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 OPT. AUTO LOCK Bill of Material, cont. # Part # Description Material 45 720197 jAuto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X118OPTX #6 x 1-1/8" Ph. FH SDS (Auto/Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 76X34PPTX #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (PhAt Bar & tilt Latch Screw) SS 54 420183 Tilt Latch PVC 55 1 420184 ITilt Latch Retainer PVC 56 1 720207 1" Tilt Latch Spring SS 57 1 420186 IPlastic Tilt Latch Finger Pull PVC 58 1 720192 IMetal Tilt Latch Finger Pull Cast Zinc 59 420180 1 Pivot Bar Comer Key (Top & Bottom Sash) PVC 60 720206 1 Pivot Bar (Top & Bottom Sash) SS 61 1 7101/7102 ITop Sash Tilt Latch (L&R) PVC 62 1 76X12FPTX 1#6 x 1/2" Ph. FH SDS (Top Sash Tilt Latch Screw) SS 63 720191 Sash Pull Handle (opt.) Cast Zinc 64 78X34FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 72 720135 Lami. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71684&5 Setting Block (7/8" x 2" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 60775 Extruded Screen Spreader Bar Alum 82 7CKGLB21 IScreen Corner Key for Extruded Frame PVC 83 72045 Extruded Screen Spreader Bar Clip Alum 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61624 .140" Screen Spline (Machine/Hand Rolled) Vinyl NO CHANGES THIS SHEET. Description:^" BILL OF MATERIAL B (BOM) J ROSOWSKI Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet:Drawing No. Rev: DH -5560 NTS 14 OF 14 Min-DH5560-01 B ATTACHES TO BALANCE No.58705 Off'. STATEF •' (V ` //''/;S,/ONAL ENG A. LYNN Iv�ILIEt♦4, P.E. P.E.# 58705 5 l.yo3'tSA,fY Y5 jQt'@ $�. �ii-0k'A4& wading. Code 1'2s MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS OPT. SWEEP LOCK BOTTOM SASH ASSEMBLY nP:TAll S 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 OPT. AUTO LOCK