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HomeMy WebLinkAboutNOA 17-0630.10M 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/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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 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 Manuel P re , 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 5t' 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. 154812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1coNTnvu>;n� 1. Notice of Acceptance No. 164117.01 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 Sth 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' ManuelDExea P.E. Product Coot riner 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. 154812.04) 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. 164714.09) 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. Manuel Per Product Control xamin r NOA No. 17 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 54" MAX. BUCK WIDTH B, SEE �._ 30" MAX. O.C. 12" MAX. SHEET3 TTT A, SEE SHEET3+ EQUALLY SPACED ANCHORS PER TABLES 8-11 EQUALLY SPACED ANCHORS PER TABLES 8-11 — II II, X_ h II II, / / n X j 4 II I I II / 12" MAX. SEE�EA 10" MAX. O.C. '113.807" MAX. O.C. MAX. 54" MAX. BUCK WIDTH B, SEE — — 30" MAX. O.C. 12" MAX. SHEET3 A,SEE r— SHEET3+ EQUALLY SPACED ANCHORS PER TABLES 8-11 — MAX. BUCK HE EQUALLY SPACED ANCHORS PER TABLES 8-11 TOP SASH VISIBLE LIGHT WIDTH / TOP SASH VISIBLE / LIGHT I'I HEIGHT I ! n X! I I XI I I Q I, L_ _ _. OTTOM _ SASH VISIBLE / LIGHT HEIGHT I 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 54" MAX. BUCK WIDTH D, SEE SHEET4 SHEET 3 ! �� 30" MAX. O.C. 12" MAX C, SEE SHEET 41 HEIGHT A, SEE r SEE TABLEA SHEET3+ EQUALLY SPACED ANCHORSPER TABLES 8-11 10" MAX. O.C. 1180 AX. O.C. EQUALLY SPACED ANCHORS PER TABLES 8-11 A 12" MAX. —ff 86.338" MAX. BUCK I�I ♦ III__ III IIh III' IIII it JNO ANCHORS AT SILL NO ANCHORS AT SILL B NU Ni`+UnVrca M i aiLL B�--- SEE SILL WEEP- '\ SEESILLWEEP- NOTCH DETAILS, BOTTOM SASH VISIBLE NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 12" MAX. SEE TABLE A MAX.6211 A 10 O.C. BUCK HEIGHT 13.807" MAX. O.C. y } SEE 1 SHEETS 1A 8&9 6-1/2" MAX. SEE SILL WEEP- D NOTCH DETAILS, SHEET3 52-1/8" MAX. BUCK WIDTH SEE SHEETS 8&9 1- _ II / I X I I gq' BUC v HEIG X j j 4 (86.3: ° / MAX I I I yy I / C I 1 /4" SEE SILL WEEP 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 090 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, ASO. 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 NOS & ALUMINUM DESIGN MANUAL EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 11( /! / *ANSI OTHER GENERAL NOTES ................................................. 1 ELEVATION5......................................................... 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 AN QUANTITIES ......................................... 8-11 EXTRUSION PROFILES ........................................ 12 AS & PARTS LIST... ................................ 13-14 ;$iTi1 �7bq •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 11)APPLICABLE USER INSTRUCTIONS: �QNY LYN/y��%,� UPDATED TO FBC 2017. - JR - \ ��C`,.• '�1cENSF •.l��� i 06/06/17 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 16 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 1 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. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �% ••. N. VENICE, FL 34275 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. ;0,�'•,IATETF lV� (941 }480-1600 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ' •.:ct ORIDP.•' \?� / �QNAI ENG ALLTC R GMS� ES, INC. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, A, LkNN M144aFt INTEGRAL FIN OR EQUAL LEG/BOX). P.E.# 58705 CERT, OF AUTH. #29291 s'itiiJ(Ttia' RE"`aSr✓•LT s= cc=iiliz�.:8 w�1£i o Fz r(or)raa 3>e;iids:eL Cer_e L�� °,piFat;tr iTatc uy N[:aaroa� `Jade F rer4ure a�s�stls..' J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION05/15/15 Serias/Model: Scale: Sheet: Drawing No. Rev: DH-5560 NTS 1 OF 14 MD-DH5560-01 B Glass Type Description (Listed from Exterior to Interior) ign Pressure le# Sheet# 5 718" Laminated I.G.: 1/6' A Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .OW' PVB Intedayer 5 !4, 6 6 718" Laminated I.G.: 1/9' T Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 5 6 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/6' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 5 68 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer 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.: 1/9' 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.: 3116" A Extedor 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 + 5116" 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.: 1/6' 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 Extedor 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 Group Anchor Substrate Min, Edge Distance Min. Embedment* q #10 SMS (steel, 18 8 S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 7116' 1-3/8" Steel, A36* 318" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" Ungrouted CMU, (ASTM C-90) 2-1/2" 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" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 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" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre Gator Concrete min. 3.275 ksi 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" H TLJF INITF(�R AI FIN Group THE Anchor Substrate Min. Edge Distance Min. Embedment` E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S. ) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A36' 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 318" 0.050" 'GLASSTYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 301 . " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Types Optlons Conflgs. Installation Options that may be used (see Fig t3) (see Table 1) (see Fig A) - ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 Flange (#2) 5 - 16 Equal-Lite, OriellProtiew 8 Cottage Through the frame of the vandow...... ....into Concrete/CMU - sheet 3, option 2 ,,,.through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal • sheet 3, option 4 ....into 2X Wood Frame/Buckstdp - sheet 3, option 1 Box 1 Equal -Leg (#4) 5 - 16 EquakLite, Oriel/Protiew & Cottage Through the frame of the window...... ....into Concrete/CMU - sheet 3, option 2 ,through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ...into Metal - sheet 3, option 4 J•Channel (#1) 5-8 Equal-Lite, OriCottage & Cottage Through the integral fin...... Through the frame 9 ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 .,,,into Metal - sheet 4, option 7 ,..into 2X Wood Frame/Buckstdp - sheet 4, option 6 of the window...... ,,.,into Metal - sheet 4, option 8 Through the ....into 2X Wood Freme/Buckstdp - sheet 4, option 5 IMeg at Fin (#3) 5-8 Equal -Lie, Oriel/Provlew & Cottage integral fin...... Through the frame of the window...... ,...Into Metal - sheet 4, option 7 ....into 2X Wood Frame/Buckstdp - sheet 4, option 6 ....into Medal - sheet 4, option 8 Flr,l IRF AFR At,/,F r:(1NFI(:1 IRATI(1NC EQUAL-LITE ORIEL COTTAGE 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 45 ksi 11111111//'. ..• y,10ENgF'•.��� * No.58705 f:41 * MIN. OF 3 �7<% 3 TE O (V \ THREADSBEYOND %(Cs •.Ff OR1D?`. •'•G\�� SUBSTRATE. METAL //777ir�ONAL EN���� //lllllllltl\ A. LYNN MILLER, P.E. P.E.# 58705 FI(:1IRF RFRAMF TVPFS 2 00� q ��� BOX L- EQUAL- ��q FLANGE ��JJrr LEG ��^ �o C 1 Onn 3 0� J-CHANNEL q INTEGRAL FIN q 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 corvwGHroson pGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 ANCHORS RE -GROUPED. - JR - 06/06/17 "A" =ANNEALED "H" =HEAT STRENGTHENED =TEMPERED TROSIFOL® PVB 8Y KURARAY AMERICA, INC. "SG"= .090"SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. �;z,I.�i�c r Iks��asiiD :^c,rs�pa.yim3 xiniti :has F1aei9a sd a -I A imGe yp ph. P^,P aYw:x d's'a'i£ 31 Description: �^rr• GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Modal: Scale: Sheet: Drawing No, Rev: D1-5560 NTS 2 OF 14 MD-DH5560-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN BUCK HEIGHT VISIBLE LIGHT HEIGHT EXTERIOR a INTERIOR WEEP NOTCHESAT EACH END. EQUAL-LEG/BOX FRAME SHOWN X 1.25" WEEPHOLE W/COVER @ 2.87" FROM EACH END. a VISIBLE LIGHT HEIGHT EDGE DISTANCE EMBEDMENT EMBEDMENT a EDGE DISTANCE �1/41FMAX TYP. ANCHOR TYPE, - SHIM EMBEDMENTAND e TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. FLANGE FRAME lt�` NOTES: SHOWN OPT. SASH TOP LIFT RAIL 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND FOR ALL EDGE DISTANCE LIMITS. ANY WINDOWS: 1 INSTALLATION OPTION SHOWN MAY ANCHOR @ BE USED ON ANY SIDE OF THE 3.55" FROM WINDOW. END AND AT CENTER. 2) MASONRY ANCHORS MAY BE FOR USED INTO WOOD AS PER TABLE 2, 35 WINDOWS SHEET 2. ALL WOOD BUCKS LESS OVER 36" THAN 1-1/2" THICK ARE TO BE WIDE: ADD CONSIDERED 1X INSTALLATIONS. 1X ADDITIONAL WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO @16-3/8° SUBSTRATE. WOOD BUCKS FROM END. DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 6-5/8" DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1/4" MAX SHIM NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS 1/4" MAX SHIM 1 -.J VISIBLE 18 / LIGHT WIDTH 1 /4" MAX. SHIM FLANGE FRAME SHOWN BALANCE TYPE BOTTOM VARIES SASH KITH SASH WEIGHT TOP SASH VISIBLE LIGHT WID DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. #10 OR #12 STEEL - SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. SHIM —►{ T EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, DISTANCE SEE TABLE 2, SHEET2. �U/ 12 EQUAL ° 87 LEG/BOX FRAME EXTERIOR BUCK WIDTH SHOWN HORIZONTAL SECTION A -A SHIM EQUAL LEG/BOX FRAME SHOWN BONY LYN/y GENS ANCHOR INSTALLATION �`—'� OPTION 4 ok P nb ESED ED THROUGH ,�_�, wna_y€ying wild dse Flwide FRAME INTO METAL Bwi dhlg Cede AccepU� ce hFcs \. •, r:5 ,mot a t 1 � CHANGES THIS SHEET._; . F ' €cede VISIBLE LIGHT FORMULAS No. 58705 TH @SASH: BUCK WIDTH-6-1/2" t Description: Drawn By., IXED LITE: BUCK WIDTH-7-1/2" •T r, �� 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TE O N. VENICE, FL 34275 Date: HEIGHT (EQUAL-LITE) ''r o Title: BUCK HEIGHT/2-4-3/8" %�s •' ��RIDP,..'G��� (941)-480-1600 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 �� COPYRIGHT 02017 /ONAL ENY gLTIINDUSTRES,INC. Series/Model: Scale: Sheet: Drawing No, Rev: A. LYNN MILLER, P.E. DW5560 NTS 3 OF 14 MD-DH5560-01 B P.E.# 58705 CERT, OF AUTH. #29296 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. FRAME INTO METAL 1111111 EXTERIOR a INSTALLATION DETAILS FOR INTEGRAL FIN & J—CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL t EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME n SHOWN BUCK HEIGHT VISIBLE LIGHT HEIGHT EXTERIOR a VISIBLE LIGHT HEIGHT INTERIOR WEEP NOTCHES AT EACH END. .27" X 1.25" WEEPHOLE W/COVER @ 2,87" FROM EACH END. INTEGRAL FIN FRAME SHOWN NO ANCHORS REQUIRED IN FRAME SILL IF ANCHORING THROUGH THE FRAME. INSTALLATION OPTION 5 L� ANCHORED THROUGH � INTEGRAL FIN INTO 2X WOOD yl EMBEDMENT a EDGE DISTANCE J INSTALLATION OPTION 6 ANCHORED THROUGH FRAME EMBEDMENT INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 11/4" MAX SHIM TYP. 7ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. -1/4" MAX SHIM TYP. ANCHOR TYPE, EDGE _ DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. 35 FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" FROM END. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1/4" MAX SHIM T VISIBLE LIGHT FORMULAS } WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 7-1/2" EDGE DISTANCE HEIGHT (EQUAL-LITE) a BUCK HEIGHT/2 - 4-3/8" FRAME OR BUCK -STRIP. SEE VERTICAL SECTION D—D NOTE 2, THIS SHEET. BALANCE TYPE BOTTOM VARIES SASH VITH SASH WEIGHT VISIBLE LIGHT WID INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT WIDTH TOP SASH SHIM Imo— EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) �J EXTERIOR BUCK WIDTH - a HORIZONTAL SECTION C—C MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. EDGE DISTANCE 4 10 OR #12 STEEL 1/4" MAX. SELF -DRILLING SHIM SMS (G5), SEE 6E� TABLES 2 & 3, 0SHEET 2. F-1 r — INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL i �'�`,.•' LICENSE'•. ��� ��_ * No.58705 p i� . : 44,E O� STATE O (V (ems'•.F<ORIDP. lao' � ' S'ONAL E: ''lllll L""' A. LYNN fv�ILLER, P.E. cT— FIN AND/OR FLANGE REMOVED IN -FIELD EXTERIOR ANCHORED TH ROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) INSTALLATION nPTInN R I `P z VaSEIJ"' m;3irAg Code / `�xep5�aane N0' C) >Fs,r:ecm Date. 6 NO CHANGES THIS SHEET. �>' 3;?: rszx:i a4» ifstedzc8 Description: J—CHANNEL & INTEGRAL FIN FRAMES Drawn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Title: Date: (941)-080-1600 DOUBLE HUNG WINDOW INSTALLATION — LM 05/15/15 COPYRIGHT 02017 PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Drawing No. ERVED.#292 DW5560 NTS 4 OF 14 MD—DH5560-0 7%v:RIGHTS CERT. OF AUTH. #29296 FAUT 7/8" NOM. � � 7/8" NOM. � � 718" 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 16a EXTERIOR a 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. — � 7/8" 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 5116" 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 7116" A/A SG 1/4" AIR SPACE 114" AIR SPACE 1/2" NOM.GLASS GLASS TYPES 9 THROUGH 76-79 BITE TYP. ' 16 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS 74 WITH J-CHANNEL OR • INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 72 GLASS TYPES 5, 7, 9, 11, 13 7s-7s 76-79 31 & 15 MAY NOT BE USED IN EXTERIOR 95 THE HVHZ ABOVE 30.I Drl.^i' 2E'�PSN::? � GLASS TYPE 15 GLASS TYPE 16���R,R��isl� 38 3aS;di7g Lc�e ppgg�� 30 , Revision: p a n DaW hs LYNN NO CHANGES THIS SHEET. e� ��a'VIGENSF!t1���'i I ° * No.58705 ® GLAZING NOTES: "A"=ANNEALED — * 7 - Description: Drawn By: TYP. GLAZING DETAIL H"=HEAT STRENGTHENED _� �; 1070TECHNOLOGYDRIVE GLAZING DETAILS J ROSOWSKI "T" =TEMPERED -13 'Ji N. �- TE O � VENICE, FL 34275 Title: Date: "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. -�.. 7. . k (941)-480-1600 '= �:� �ORIDP..' \ DOUBLE HUNG WINDOW INSTALLATION — LM 05/15/15 "SG" = .090"SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. . U _ ' �� f` COPYMGHT02017 )NAL`\\ 0`� RIES, INC. Series/Model: Scale: Sheet., Drawing No, Rev: FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. A. CONN MWL'E'R,P.E. ALLTIIGHTSTRESERVED DH-5560 NTS 5 OF 14 MD—DH5560-01 B P.E.# 58705 CERT, OF AUTH. #29296 SILICONE STRUCTURAL 1/4" NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS/ 76 ACE 4SG TP 4SG TPS GLASS TGRI F d Glass Types: Design Pressure, Ibslfe 5, 6, 7&8 +50.0 / -50.0 Reinforcement level: R1 For all window & sash sizes per Table 8 SEE TABLE 8, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. HOT -MELT BUTYL n �J �I STRUCTURAL HEADER u lul SILICONE O FOAM 3/16" NOM, WITH 23 DESICCANT TOP EXT. GLASS SUPESASH R SPACER UNXT TM HEIGHT Q 0 MEETING RAIL 24 INT. GLASS Q ALUMINUM JAMB 23 O D REINFORCEMENT ❑q 24 Do EXTERIOR BOTTOM 5/16" NOM. Da 23 a SASH BUTYL & HEIGHT DESICCANT �(�q o 23 O FOAM DURASEA0' II��JJrr EXT. GLASS �a SPACER (° o SILL O EXTERIOR Ili INT.GLASS POLYISO- DESICCANT FILL AREA BUTYE5/16" NOM. SEALAL SECTION DETAIL FOR WINDOWS WITH S SILICONE SEAL LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 ROLL -FORMED (REINFORCEMENTS SHOWN IN FIGURES STAINLESS STEE TM ABOVE APPLY TO ALL FRAME TYPES & 79 XL EDGE CONFIGURATIONS) Exr. GLAss O SPACER GLASS Part # Description Material REFERENCE l ES I KEHUK I S: F I L-d /1 /, a9ba & 259/U IYN � ���. •'VICENSF ��(( � * : No.58705 all fir`^ SATE O ��'�S,7�NAL ENG``• A. t4#JN MILLEf3, P.E. TABLE 5 Glass types: Design Pressure, ibsife &8 +65.0 / -70.0 Reinforcement Level: R2 For all window & sash sizes per Table 9 SEE IABLt'J, JHttl `J 1--UK ANCHOR GROUP AND QUANTITY. HEADER MEETING RAIL NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. O 2) FRAME DIMENSIONS ARE BUCK. 5dd SASH HEIGHT IS AS PER THE FIGURE. EXTERIOR BOTTOM a SASH 3) FOR SIZES NOT SHOWN, ROUND HEIGHT UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION 23 SHOWN ON THE TABLE. SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT &GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PR 01YjCT REViSFO as corrpl ying will ¢he rFlca " �BnRdmg Cade Acceptance Nat Revision: 5spira:; irate NO CHANGES THIS SHEET. [riearsai�ade Pr urd Cz>i. Description: SPACERS & DESIGN PRESSURE TABLES Drown By: J ROSOWSKI 1070TECHNOLOGYDRIVE N. VENICE, FL 34275 Titie: Date: DO (941 }480.1600 DOUBLE HUNG WINDOW INSTALLATION - LM 15/15 cOPYRIGNr 02017 PGT INDUSTRIES, INC. ALLRKFAUT6ER292 Series/Model: DH-5560 Socie: NTS Sheet: 6 OF 14 Drawing No. MD-DI-01 Rev: B CERT. OF AUTH. #29296 TAFI F7 TABLEIS' mess Types; 0, ta, 11a t3 Bottom Sash Descriptimbrgilen Range®Winu'bw Haight Sioevn Bottom Sash Height Range (in) Final Design Pressure (Ibslfe) Reinforcement Levat0 Wintlow Buck WmN (in) 48 52.125 54 24 EquaFlite 11,266 +70.0 -110.0 +70.0 -110.0 +70.0 .109.0 StwWam Cottage 13.517.15.516 +70c -110.0 +70.0 -107.0 +70.0 ANc 28 EquaFlite 11.517-13.516 +70c -110.0 +]0.0 -1100 +70.0 -110.0 Stantlam Prmiew 11.266-11.516 +70.0 -110.0 +]0.0 -110.0 +70.0 -110.0 Tallest 23.517 - 24.891 +70.0 -110.0 + 00.0 -110.0 +70.0 - W 0 Stan laid Cottage -20.517 - 23.516 +70.0 -110.0 +70.0 -110.0 +70c -110.0 37.375 Equal -Ate 18.016 - 20.516 +70.0 -110.0 +70.0 -110c +70.0 -110.0 Stanoam Prmiew 11.517-18.015 +70.0 -110.0 +70.0 410.0 +70.0 -1100 Shortest 1t.2W-11.516 +70.0 -110.0 +70.0 -tm0 +70.0 -110.0 Tallest 29.517-31.516j77000 -110.0 +70.0 -102.0 +700 -104.0 Custom Sae 26.517-29.5160 -110.0 +70.0 -110.0 +700 -110c SUnuiam Cottage 23517-26.5160 -110.0 +70.0 -110.0 +70.0 -110.0 44 EquaFAte 20.517-23.5160 -110.0 +]0.0 _110.0 +70.0 -110.0 Stormont PmWew 78.016-20.516.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom SUe 11.517-18.015.0 -110,0 +70.0 -110.0 +70.0 -110.0 Shortest 11266-11.516.0 -110.0 +70.0 -110.0 +70.0 -11M Tallest 26.517.35.141.0 -110.0 +70.0 _110.0 +70.0 -110.0 Stantlzm Cottage 23.517-26.516.0 -110.0 +70.0 -110.0 +70.0 .110.0 EquaFlite 20.517.23.516.0 -110.0 +70.0 -110.0 +70.0 -110.0 48 Stanlam Pmsfew 18.016-20,516.0 -110.0 +70.0 -1100 +70.0 -lMf) Custom Size 14.517-18.0150 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 1IS17-14.516.0 -110.0 +70.0 -110.0 ♦70.0 -110.0 Shortest 11.266-11.516.0 -110.0 +70.0 -110.0 +70.0 -110.0 Tallest 30,517-WAS.0 410.0 +70.0 -110.0 +70.0 .110.0 w Stentlam Cottage 27,517-30.516 +70.0 -110,0 +70.0 410.0 +70.0 -110c Custom Size 24.517 - 27.516 +70.0 .110.0 +70.0 -110c +70.0 .110.0 to EquaFlite 21.517-2C516 +70.0 AWO +70.0 .110.0 +70.0 410.0 49.625 Stantam Prtvfew 18.016-21.516 ♦70.0 .110.0 +70.0 -110.0 +70.0 .107c Custom Size 14.517-18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Cuslam Sae 11.517-14,516 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.266-11.516 +70.0 -110.0 +70.0 - 1" +70.0 -110.0 Stanoam Cottage 34,517 - 36.767 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 32.517 - 34.516 +70.0 -110.0 +70.0 71 0 +70.0 -1105 EquaMe 29.517-32.516 +70.0 -110.0 +70.0 -110.0 +70S -110.0 Custom Size 26.517 - 29.516 +70.0 1 -110.0 1 +70.0 -110.0 +70.0 -110.0 62 Standard Prmiew 23.517-26.516 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 Custom Sae 21.016-23.516 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 Custom Sae 18.016 - 21.015 +70.0 -110.0 +70.0 .110.0 +70.0 -109.0 Custom Size 14.517-18.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Sh d05t 11.516-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 7100 Tallest 38.517-41.266 +75.0 -110.0 +70.0 410.0 +70.0 -110c EquaFlite W.517-38.516 +70.0 -110.0 470.0 -110.0 +70.0 -110.0 Custom Sae 34.517 - W.516 +70.0 -110.0 +70.0 .110.0 +70.0 1 -110c Custom Sae 32.517 - 34.516 +70c -110.0 +70.0 .110.0 +70.0 -110c 75 Custom Sae 30S17-32.516 +70.0 -110.0 1 +70.0 -110c +70c -110.0 Stanclam Pm•4ew 28.517-30.516 +70.0 -110.0 +70.0 -110.0 +70c -110.0 Custom Sae 28.517-28.516 +70.0 -110.0 +]0.0 -110.p +70.0 -110.0 Custom Sae 24.516-26.516 +70c -110.0 +70.0 -110c +70.0 -110c Equal -Ate 41.266 +70.0 -710.0 +70.0 -110.p +70.0 -110c Custom Sae 38.517-41.265 +70.0 -1f0.0 +70.0 -170.0 +70.0 -110.0 Custom Sae 35.517-38.516 +70.0 -110.0 +]0.0 -1f0.0 +70.0 -110.0 Stormont PmNew - 35.516 +70.0 -110.0 +70.0 -170.0 +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. mass Types: 13, 4,151116 Bottom Sash pescription br given Range AS WindowSasheon Height Shown Bottom Range on) Final n Desi Pressure Ibslft2 9 ( ) Bainlercement Level: R3 Wlncow Buck width (in) 18 1241 32 38 1 40 48 52.125 54 24 EquaFlite 11.266 +700 -110c +70.0 -110.0 +]0.0 -110.0 +70.0 -110.0 +70c -110.0 +70.0 -110.0 Cottage 13,517-15.516 +700 -1100 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 107.0 104.028 EgwHite 11.517-13.516 +700 -110.0 +70.0 -110c +700 AMD +70c -110.0 +70.0 -110.0 ♦70.0 -110.0 110.0 1t0.0Stanshud Pmwew 11.266-11.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 110c 110.0TaAest 23.517-24.B91 +]0.0 -110.0 +70c -110.0 +70.0 A10,0 +70c -110.0 +70.0 -110.0 +70.0 -110.0 J+MO-110c10.0 110c J+MOAM.01W.0Stantlam 109.0ownOam Cottage 20,517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 110c 110.037.375 EquaFlte 18.016-20.516 +70.0 -110.0 +70.0 -110c +700 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 110c 110.0rdPm w11.517-18 015 +704 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110c +70.0 -110.0 +70.0 .110.0 110.0 110.011.266-11.516 +70.0 -lMlll +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 110.0 -11p.0Tallest 29.517-31516 +700 -110.0 +70.0 -110.0 +700 -110,0 +70c -110.D +70.0 4%0 +70.0 -110c +70.0 -102.0 -104.0 Custom Size 26517-29.516 +70.0 .110.0 +70.0 -110.p +70.0 -110.0 +]00 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110c +M0 .110.0 Starltlaid Collage 23.517-26516 +700 -110.0 +700 -1104 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110c +70c -110.0 44 EquaFite 20.517 - 23.516 +70.0 410.0 +70c -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11cl) +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standam Provim 18.016-20.516 +70.0 -1100 +]0.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110c +7D.0 -1 Mll +70.0 -110.0 Custom Sae 11,517-18.015 +70.0 .110.0 +700 -110.0 +7p0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 8lwrtast 11.286-11516 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -t10.p +70.0 -110.0 +7p.0 -110.0 Tallest 26.517-35.191 +70.0 -itOp +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +7p.0 -110.0 SlaMem Cottage 23.517 - 26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 AMC +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 EquaFlte 20.517-23.516 +70.0 410.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.D +70.0 -110c +70.0 -110.0 +70.0 -11p0 48 Stamlam Pwew 18.016 - 20.516 +70.0 410a +700 410.0 +70.0 -11M +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110D +70.0 -110.0 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 +70.0 410.0 +70.0 -110.0 Custom Sae 11.517-14.516 +70.0 -110.0 +70.0 410.0 470.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 4MO +70.0 -110.0 +7p.0 -110.0 Shortest 11.266-11.516 +70.0 -110.0 +7p0 -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 - Tailed W.517. W.766 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -1100 +70.0 -iiao +70.0 -110.o +70.0 -110.0 +70.0 -110.0 Slzntlam Cottage 27.517 - W.516 +70.0 .110.0 +700 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 + 00.0 -110.0 +70.0 -110.0 +70.0 .110.0 Custom Size 24.517-27.516 +70.0 -110c +70.0 -1100 +70.0 -110.0 +7p.0 -110.0 +70.0 -110.0 +]0.0 -110.0 +70.0 -110.0 +70.0 -110.0 m EquaFlite 21.517-2C516 +70.0 .110.0 +700 -110.0 +70c -110.0 +70.0 A10.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .11p0 49.625 Sterltlam Pmuew 18.016-21.516 +70.0 -110.0 +]00 -110.0 +70.0 -110.11 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 735 Custom Sae 14.517-18015 +70.0 410.0 +70.0 -110.0 +70c -110.0 +70.0 .110.0 +70.0 -110,0 +70.0 410.0 +70.0 1.110.0 +]0.0 -110.0 Custom Size 11.517-14516 +70.0 -110.0 1 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 1 41M +MG -110.0 +70.0.-110.0 Shortest 11.266-11.516 +70.0 410.0 +70.0 -110c +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Stantlam Cottage 34.517. W.767 +700 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -109.1 +70.0 -1 W.7 Custom Sae 32.517-34.516 +70.0 410.0 +700 -110.0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.D -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 -1100 +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 -1/p.0 +70.D -110.0 +70.0 A10.0 +70.0 A100 +70c -110.0 +70.0 -107.2 +70.0 -101.9 62 Stxndam Ploview 23,517 - 26.516 +70.0 .110.0 +70.0 A10.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +700 .108.2 +70.0 -102.8 Custom Size 21,016 -23516 +70.0 -110.0 +70.0 -110.0 +70c -7W.8 +70.0 -100.6 +70.0 99S +70.0 -99S +70.0 99.6 +70.0 49S Custom Size 18.016 - 21.015 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1DBS +70.0 -106.5 +70.0 4W.0 +70c -97.8 +70,0 92.7 Custom Sae 14,517-18,015 +70.0 -110.0 +70.0 -110.0 +70c -100.5 +70.0 -95.6 +70.0 -92.5 470.0 90.6 +70.0 9 S +70.0 90S shortest 11,516-14.516 +70.0 -110.0 +70c -109.0 +70.0 -91.5 +700 98.5 +70.0 43.1 +70.0 40.1 +70.0 4 c +70.0 -80.0 Tallest 38.517-41.266 +70.0 -110c +70.0 .110.0 +70.0 -95.6 +70.0 92.0 +70.0 -90.2 +70.0 -90c +70.0 90.0 +70.0 90.0 EquaFlite W.517-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -1W.8 +700 -1W.8 +70.0 -103.0 ♦70.0 -103c +70c 98.6 +70.0 93.3 Custom Sae 34.517 - 36,616 +70.0 -110.0 +70c -110c +70c -1W.0 +70.0 -1W.0 +70.0 -102.1 +70.0 -102.1 +70.0 98.6 +70.0 93.3 Custom Sae 32.517-34.516 +70.0 -110.0 +70.0 -110.0 +70.0 97.7 +70.0 -44.2 +70.0 92.7 +70.0 92.6 +]0.0 92.6 +70.0 92.6 75 Custom Size 30.517 - 32.516 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 +70.0 -106S +700 -10C3 +70.0 -99.3 +]0.0 46.7 +70.0 42.0 Stamffim Pmtew 28.517-W.516 +70.0 -110.0 +70c -110.0 +70c -103B +70.0 -99.0 +70.0 96.1 +70.0 44.7 +70.0 47.5 +70.0 4fQJ Custom Sae 26,517 - 28,516 +70.0 -110.0 +70.0 -110.0 +70.0 97.3 +70.0 92.3 +70.0 49.1 +70.0 46.9 +70.0 4 s +70.0 -83.7 Custom Sae 24.516-26.516 +700 -110.0 +70.0 -I(S0 +70.0 91.5 +70.0 46.5 +70.0 43.1 +70.0 4).1 +70.0 4 c +70.0 410.0 EquaFlle 41.266 +70.0 -110c +70.0 -110.0 +70.0 -95.6 +700 92.0 +700 90.2 +70.0 90.0 1 +70.0 90.0 +70.0 90.0 Custom Size 38.517-41.265 +70.0 1 -110.0 +70.0 1 -110.0 +700 -103.9 +700 1 99.0 +70.0 96.1 +70.0 -N.7 1 +70.0 92.1 +W.B -76A 84 Custom size 35.51]-38.518 +70.0 -1 t0.0 +70.0 1 -109.0 +70.0 -91.5 +70.0 46.5 +70.0 43.1 +70.0 40.1 +70.0 40.0 +67.7 -77.3 Starutam Pmkew I -35.516 +70.0 -110.0 +70.0 1 -109.0 1 +70,0 -91.5 +70.0 46.5 1 +70.0 43.1 1 +70.0 40.1 1 +70.0 -WO 1 +70.0 1 40.0 SEE TABLE 11, SHEET 11 FOR ANCHOR GROUP AND QUAN I I I Y. ** IN. BOTTOM SASH HEIGHT =WINDOW BUCK HEIGHT - 48.484 PAN113 VICENSF'•�1��: No.58705 -0 t✓✓�< S ATEO P4ORIOI`.. ' AL A LS14141MILLEP.E. P.E.# 58705 JAMB EXTERIOR 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 EXTERIOR a SILL 1:17a1s)q:1 MEETING RAIL SASH HEIGHT Pi<;.1Dt7^T ;2EV{SF;3 :ctrpiying �iFe #:tee �66>F'it1.`�. ;4�rdcSiasg rude ?,.ceilRa;7au T;o �ivy�n�} Ev�7vr.¢ticx: Dzve L,v�y r Deaeription: crown oy: 1070TECHNOLOGYDRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENfCE, FL 34275 (941}d50-16M Title: Dote OPYRIGHT02017 : DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 C PGT INDUSTRIES, INC. Seriea/ModeL' Scale: Sheet: Drawing No, Rer. ALL RIGKM RESERVED DH-5560 NTS 7 OF 14 MD-DH5560-01 B CERT. OF AUTH. #29296 FOR ANCHOR GROUP D. TABLE 9. SHEET 9 MAY BE USED TABLE 8: MR Arlcbor Gmup A Anclwr Group B I Anctmr Gmup C Anchor Quantities Required for 18" Wide 24" Witle 32" Wide 36" Wide 40" Wide 4 ' Wide 52-1/8" Wide 19' Wide 24" Wide 32" Wide 36" Wide 40" Wide 48" Wide " Wide 18" Wide 24" Wide 32" Wlde 36" Wide 40" Wide 48" Wde 52-1/8" Wide "Through-Frairl In Italian Jamb + 1 1 t 1 1 1 1 1 1 Jamb 1 1 1 1 1 t 1 1 1 Jamb 2 2 2 2 2 2 2 2 2 Jamb °1 2 2 2 2 2 2 2 2 2 Jamb 01 2 2 2 2 2 2 2 2 2 Jamb `v i 2 2 2 2 2 T 2 2 2 Jamb -`� 2 2 2 2 2 2 2 2 2 Jamb '� 1 1 t 1 1 1 1 1 1 Jamb $ 1 1 1 1 1 1 1 1 1 Jamb c 2 2 2 2 2 2 2 2 2 Jemb $' 2 2 2 2 2 2 2 2 Jamb m >_ 2 2 2 2 2 2 2 2 2 Jamb $ 2 2 2 2 2 2 2 2 2 ry 2 2 2 2 2 2 2 2 2 Jamb 1 1 1 1 1 12 1 1 1 Jemb $' w 7 1 1 1 1 1 1 1 1 Jamb w i 2 2 2 2 2 2 2 2 2 Jamb g 2 2 2 2 2 2 2 2 2 Jamb ij m 2 2 2 2 2 2 2 2 2 Jamb 2 2 2 2 2 2 2 2 2 Jamb it 2 2 2 2 2 2 2 2 2 Goss types: Boltam Sash Description br ghen Rarge�Winrbw Height Shown Egwlite Stenciled College EquaHlte Standa PPmMm Tallest Standard CsllaBe EquaFNte StendaM Praiew Stmrtest Bottom Sash Heigh Range (In) 11.266 13.517-15.516 11.517-13.516 11.266-11.516 21.51]-24.891 18.017-21.516 15.017-18.016 11 SIT -15.016 11.266 - 11.516 d' $ 1 t 1 1 1 2 2 3 3 E m 2 2 2 2 2 2 2 2 2 ry B 1 1 1 1 1 2 2 3 3 m 2 2 2 2 2 2 2 2 2 1 1 1 1 i 2 2 3 3 m 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 _ 2 2 2 2 2 2 2 2 2 E 1 1 1 1 1 2 2 3 3 f m 2 2 2 2 2 2 2 2 2 3 1 1 1 1 1 2 2 3 3 E ,n 2 2 2 2 2 2 2 2 2 E w 6 1 1 1 1 1 2 2 3 3 E _z% '� 2 2 2 2 3 2 2 2 2 E < 1 1 1 1 1 2 2 3 3 E 2 2 2 2 2 2 2 2 2 ¢ 1 1 1 1 1 2 2 3 3 f m 2 2 2 2 2 2 2 2 2 ¢ 1 1 1 1 1 2 2 3 3 E m 2 2 2 2 2 2 2 2 2 Q t 1 1 1 1 2 2 3 3 m 2 2 2 2 2 212 2 2 2 f 1 1 1 1 1 2 2 3 3 m 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 3 3 m 2 2 2 2 2 2 2 2 2 E�Nb 1 1 1 1 1 2 2 3 3 2 2 2 2 2 2 2 2 2 6 1 1 1 1 1 2 2 3 3 _ m 2 2 2 2 2 2 2 2 2 E < 1 1 1 1 1 2 3 3 f 2 2 2 2 2 2 2 2 2 f y a 1 1 1 1 1 2 2 3 3 2 2 2 2 2 2 2 2 2 f < 1 1 1 1 1 2 2 3 3 — m 2 2 2 2 2 2 2 2 2 E c 1 1 1 1 t 2 2 3 3 �' 2 2 2 2 2 2 2 2 1 f < 1 1 1 1 1 2 2 3 3 m 2 2 2 2 2 2 2 2 2 E a 1 1 1 1 1 2 2 3 3 F It 2 2 2 2 2 2 2 2 2 IOeinforcement I.ew:l: Rf 24 28 37.375 — d4 48 Tallest Cwlem Sae Standard Cottage Egmkille Cwtan Size Standard PM4" Shortest Tallest Standard Cottage EgwHite Standard PmNew Cwlam Site Custom Size 29.517 - 31.516 26S17-29.516 23S17-26.516 20.51].23516 18.016-20.516 11.517-18.015 11.266-11.516 27.517-35.141 23.517 - 27.516 2f1.517-23.516 18.016-20.516 16.517-18.015 11.517-14.516 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 T21 3 3 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 7 1 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 1 1 1 i 1 1 1 1 1 1 1 1 1 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 1 1 1 1 1 1 t t 1 1 1 1 1 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 3 3 2 2 3 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 `$ 69.625 Shortest Tallest Standard Cottage Custan Sae EgwHte Standard Pmdew Cwtan Sae Cwtom Sae Shode it 11.266-11,516 30.51]-38.]66 2T517-W 16 24S17-27.516 21.517-24.516 18.018-21.516 14.5/7-18.015 11.51]-14.516 11.266 111.516 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 1 1 1 1 1 1 1 1 1 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 1 1 1 1 1 / 1 1 1 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 1 1 1 1 1 1 1 1 1 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 1 1 1 1 1 1 1 1 1 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 1 1 1 1 1 1 1 1 1 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 1 1 7 1 1 1 1 1 1 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 62 Tallest Standard Cottage Cwta SSae EquaHite Cwlan Sae SfandaN Pmtiew W.517-W.767 34.517-36.518 31.517-34.516 28.517-31.516 25.51]-28.516 22ZW 25.516 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 213 2 2 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 1 t i 1 1 1 3 3 3 313 3 3 3 3 3 3 3 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 Cwlam Sae Cwtan Sae MOW-T2.516 18.016-20.016 4 4 2 2 1 t 4 4 2 2 1 1 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 1 1 4 4 2 2 1 1 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 1 1 4 4 2 2 1 1 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 d 4 2 2 2 2 75 86.338 SMrtesl Tallest EgwFlile Cwtam Sae Cuttom Sae StandardPWew EgtaHite CwtanSlze Cwtom Sae 16.928-18,015 W,517-41,Mi 38.51T-38.516 34.517-36.51fi 31.517-34.516 29.928 - 31.516 40017-41.2fi6 38.928-60.016 -41.2fi6 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 1 1 1 1 1 1 1 1 1 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 d t 1 t 1 1 1 1 i 1 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 d 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 4 3 3 3 4 4 4 3 2 2 2 2 3 2 3 3 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 1 1 1 1 1 1 / 1 1 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 1 1 1 1 1 1 1 t 1 4 3 3 4 4 4g;2 4 4 4 2 4 3 3 3 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 d d 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 6 4 4 4 4 4 2 4 3 3 3 3 4 4 4 1 1 1 1 1 1 1 / 1 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 1 1 1 t 1 1 1 1 1 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 d 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 Z 4 3 3 3 3 4 d 4 2 2 2 2 2 2 2 2 2 9 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 4 3 3 4 4 4 4 4 4 2 4 3 3 3 3 4 4 4 2 2 2 2 2 2 2 2 2 d 3 3 4 4 4 4 4 4 2 4 3 3 3 3 d 4 4 2 2 2 2 2 2 2 2 2 SEE TABLE 4, SHEET 6 FOR DESIGN F'Kt55UKtJ VVntIV wino 1 nla 17amLC. " 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. ��. •'V10ENSF'• ��� 'i * No.58705 �O ATE O (V441 11 A. LYNN �ILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}d80-1600 coPrglDHTezon PGT mDUSTWES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 NO CHANGES THIS SHEET Anchor Anchor McX.ARChgr O.C.$Pacing GmupE GmupF for "hltegraWin" Installation ^: cc�TaPl y'ar.2 v+6EEa i T'teti+;6 3;fi;.tia,g t'. cnde !_cc;apt2.lae T.`o / . etc) ysiratl�Ea €late Description: r.r .., �: ANCHOR QUANTITY TABLE J ROSOWSKI Title: Dote: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Model: Scale: Sheet: pmtvirfg 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 "ThroughFretrle" Quantifies Required Ins411afion for 18" Jamb Wltle _ i 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 t 1 i 1 1 1 1 i 1 1 1 1 1 1 1 1 i 1 1 1 24" Jamb Wlde _ 1 1 1 1 t 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 t 1 1 1 1 1 1 1 1 1 1 i i 1 1 1 1 1 32" Jamb Wide _ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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" Jamb Wide xm 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 Witle 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 48" Jamb Wide 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 2 214 2 2 2 2 2 2 2 52-1/8" Jamb Wide 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 18" Jamb Witle x; 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 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 24" JamO Wide x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i t 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 i 32"An Jamb a 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 36" Jamb Wlde xa 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 Wide 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 48" Jamb Wide 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 52-1/8" Jamb Wide 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 is Jamb UP Wida 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 i t 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24" Jamb Wide 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 i i i 1 1 1 1 1 1 1 1 32" Jamb Witle _ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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" Jamb Wide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 Wlde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2Equable 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 48" Jamb Wide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 52-1/8" Jamb Wide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2PR Gass Types; 0,768 Bptfbm sash Descrlpllon forgisen Raige�Wintlow Heigh ShownRange Sanam Sash Heigh (in) 11.266 13.617-15MS 11.517-13.516 112fi6 - 11.516 21.517-24A91 18.017-21.516 15.017-18.016 11.517 - 15.016 11.266-11.516 29.517-31,516 26,517-29.516 T3.51 6516.516 20.511-23.518 18.016-20.516 11.517-18.015 11.266-11.516 27.517-35A41 23S17-27.516 20,517 - 23,516 18.016-20.516 14.517-18.015 11.517-14.516 11.266-11.516 30.51]-36.]fi6 21517-30.516 24.517-27.516 21.51724.616 18.016-21.516 14.51]-18.015 11.51]-14.516 11266-11.516 36,517-MIST 34.511-36B16 31,517-34.516 28.517 - 31.616 26-51 228.516 22.51]-25,516 20.017-22.516 18.016-20.016 16.928-18.015 38.517-41266 36,517-38.516 34.517 36.516 31611-34.516 29.928-31.516 40017-41.266 38.928-40.016 4-41.266 RIM 1 1 i 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 E 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 E z ¢ 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 d 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 f 1 1 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 1�2 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 4 4 4 4 4 4 5 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 d 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 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 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 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 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 3 312 3 3 3 3 3 3 3 4 4 3 3 d 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 3 3 3 3 3 3 2 2 2 4 3 3 3 3 4 4 £ 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 ir 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 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 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 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 d 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 E m ¢ 1 1 1 1 i 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 m 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 2 212 4 3 3 3 3 4 4 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 �33 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 4 4 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 3 4 4 d 3 3 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 2 2 2 2 2 3 3 3 3 3 3 2 2 2 4 4 3 3 4 4 EEffE 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 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 d 4 3 3 3 3 2 2 2 4 4 3 3 4 4 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 9 m 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 4 4 m Bdo 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 4 d 4 4 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 3 3 3 4 4 m B 1 1 1 i 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 4 4 4 do 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 4 4 m B t 1 1 1 2 2 3 3 1 2 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 4 4 4 33_m_m_mReinrorcement 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 4 4 B 1 1 1 1 2 2 3 3 i 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 4 4 4 4 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 3 3 3 4 4 ¢ i 1 1 1 2 2 3 3 i 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 4 4 4 3 4 4 4 4 m 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 4 4 $ 1 1 1 i 2 T 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 4 4 4 3 4 4 d 4 m 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 4 4 Level:of — _ 24 28 37.375 44 48 49.625 62 75 84 86338 Equal-lite Standard Cottage Equal-lite Standartl PmNew Tallest Standard Cottage Equable Standard PmNew Shortest Tallest Custom See Standard Cottage Equal-llte Custom Size Branded Pmtiew Shortest Tallest Standard Cortege Equal4ite Slandad Pmtiew Custom Size Custom Size Snortest Tallest Standard Cottage Custom size standad PmNew Custom Slze Custom Size Shortest Tallest Slandad Conage Custom See Equal-lite Custom See Slandad PmNew Custom Size Custom Size Shortest Tallest Equal -life Custom Size Custom SYe —Standard PmNew Equal41te Custom Size Custom Size 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 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. �'t VICENSF'•. ��� * No.58705 �:�; Q S ATE F �\ T ' 'SS70NAL ENG A. LYNN MILLER, P.E. P.E.# 58705 NO CHANGES THIS SHEET Anchor Max. Anchor O.C. Spacing for Group "Integral -Pin" Installation a .sor:Ciy;ltg vnr;t4s t#pe P)CR't(su.. „Ili; nN 6 "Dtv Acasss�¢.ca No ea:n.xata Da.c 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE, FL 34275 (941)�80-1600 Title: Dote: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 COPYRIGHT02017 PGT INCIUSTRIES, INC. Series/Model: Scale: Sheet: Drawing No. FRegRIGHTS FAUT ,#29 DH-5560 NTS 9 OF 14 MD-DH5560-01 CERT. OF AUTH. #29296 TABLE 10: Anchor "Through-Freme" GUeMRks Required Instegation for 18" Jamb Wide i 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 i 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 i 1 24" Jamb Wide i 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 1 i 1 1 1 1 i 1 1 1 1 i 1 1 1 1 1 i 1 1 1 1 i 1 1 1 1 32" Jamb Wke 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 Mcha Wide GmuP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 3 Wide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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` Jamb Wide o fl 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 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 Wide 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 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 3 4 3 3 3 4 59"Witle Jamb $ 2 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 3 3 3 3 3 3 4 4 4 4 3 4 4 4 4 4 4 4 4 4 4 16` Jamb Wltle $ 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 Wide 1 1 1 1 1 1 1 1 1 1 1 t 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 1 1 i 1 1 1 1 32" Jamb Witle e 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3fi' Janb Ancha Wltle g 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ge04P 40"Wide Jamb C 76 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 2 3 3 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 48" Jemb Witle g 2 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 52-1/6" Jamb Wife $ 2 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 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54" Jamb Wibe 1 15 E 2 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 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 d 4 18" Jamb Wide 1 1 1 1 1 1 1 1 1 1 1 t 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 1 i 1 1 1 1 1 1 1 1 1 i 1 24° Jamb Wide ® = 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 3Y Jamb Wide 8 = 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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" AncDa Wide b ° 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Gtap 40" Jamb D Witle o = 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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" Jamb Witle ° 2 2 2 2 2 2 2 2 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 3 3 2 3 3 3 3 3 375 3 3 3 3 52-118'Wka Jamb = 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3Mom 2 2 2 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 54"Witle Jamb = 2 2 2 2 2 2Stwltlaltl 2SWmampmm 2Shotest 2Tallest 2Custom 2tleN 2EWaHBe 2Slentlutl 3 2Custom 2 2 3 3 3 3 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 Seldom sash D Cfilr icn v gisei P.n wmama Hel ®Shown EqueNite SteMam Co6ege Equaj4de smndam P ft Tallest C0ttzge EquaHita Size Cottage PmNew3 Size Shanest Equal4Ne Sientlartl PrnSew Custom Size Custom Size SDatest Tallest Cofte Custom Sme Equa4ite Sfentlertl Praiew Custom Size Casten Size Shodest StentleN Cottage CLztam Size EWeHBe Custom Srze Slantlutl PmNex Custan Size custom Size Custom Size Shortest Ttllest Equal4ite CustoT Side Custom Size Custom S¢e Stan leN PmNew Custan Size Custan Size EquaHge Custom Size Custom Sue Standard PmAm eaten sawn Hai ht g 9 11.2E6 13.517-15.516 1151713516 11111.516 23.517-24.891 20.517-23.516 T.016.20.516 11517-16015 11266-11.516 29.517-31.516 26.517-29.516 23.517-2i.516 20.517-23sl6 11.51]-16.015 11.265-11.516 26.51]-35.141 23517-26516 20.517- 5516 16.016-20.516 14.51718.015 11.51714.516 11.266.11.51fi 30.517-36.766 27.517-30.518 24.517-21.516 21.517-24.516 16.01fi-21.516 14.51]- 18.015 11.517. 14.516 lt.266-11.516 34.517-36.767 32.517.34.516 29.517-32.516 26.517-29516 23.517-26.516 21.2 6�FM!05 56 ie.Di6-21.015 14.517-18.016 11.516-14.516 38.St7-41,266 3S517-W.516 34.51]-36.516 32.517-34.516 30.517-32.516 28.517- WS16 26.517-26.516 24.516-Z6.518 41.266 36.51]-41.265 35.517-U516 -35,516 f s 1 i 1 1 1 1 2 3 3 1 2 2 3 3 3 2 3 3 3 3 0 4 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 € 2 2 2 2 2 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 3 2 2 2 2 4 3 3 3 3 3 3 4 4 3 3 E 1 1 1 i 1 1 2 3 3 1 2 2 3 3 3 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 5 5 5 4 4 5 5 f° m�m``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 9 2 2 2 2 4 3 3 3 3 3 3 3 4 4 3 3 a i 1 1 1 i 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 f14 3 3 3 4 4 4 4 5 5 4 4 4 4 4 5 5 5 4 0 5 5 i° € 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 3 3 3 3 3 2 2 2 2 4 3 3 3 3 3 3 9 4 4 3 3 f 3 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 f° € 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 4 4 3 3 3 3 3 9 4 4 4 3 E a 1 1 1 i 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 i° E 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 2 2 2 2 4 4 3 3 3 3 2 2 2 4 4 4 4 3 3 3 3 4 4 4 4 f a 1 1 1 i 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 4 4 2 3 3 9 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 i € 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 3 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 f °a i 1 2 2 i 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 3 4 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 i 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 2 5 5 4 4 4 3 9 3 2 5 5 5 4 4 4 4 5 5 5 5 f a $ 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 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 f° € m 2 2 2 2 4 3 3 3 2 4 4 4 3 3 3 2 5 0 3 3 3 2 2 4 4 4 3 3 2 2 5 5 5 4 4 3 3 3 2 5 5 5 5 4 4 4 6 6 5 5 s `a $ 1 1 1 1 i 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 4 3 3 3 3 4 4 4 3 3 ] 4 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 E _ 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 2 2 2 2 2 3 3 9 3 3 2 2 2 2 3 3 3 3 3 3 3 4 4 3 3 i a '� 1 i 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 5 5 5 4 4 5 5 E° _ 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 3 3 3 3 3 3 3 4 4 3 3 `' i 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 d 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 s° _ 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 3 3 3 2 2 2 2 4 3 3 3 3 2 2 2 2 4 4 3 3 3 3 3 4 4 4 3 E `a $ 1 1 1 1 1 1 2 1 3 1 2 2 3 3 3 3 2 3 3 9 3 4 4 2 3 3 3 3 4 d 4 3 3 9 4 4 4 4 5 5 4 4 4 -4 5 5 5 4 4 5 5 f _ 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 3 2 2 2 4 4 4 3 3 3 3 2 2 4 4 4 4 3 3 3 4 4 4 4 S 1 i 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 4 4 4 3 3 3 4 4 4 4 5 5 4 4 0 4 5 5 5 4 4 5 5 E € 2 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 4 3 3 3 2 2 5 4 4 4 4 3 3 5 5 5 9 E a `a' 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 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 z° Is € 00 2 3 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 5 4 4 3 3 3 2 5 5 5 5 4 d 4 6 6 5 5 E S $ t 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 9 0 4 4 5 5 5 4 4 4 5 5 5 5 4 5 5 5 € m 2 3 2 2 d 0 3 3 2 4 5 4 4 3 3 2 5 4 4 3 3 3 2 5 5 4 4 3 3 3 2 5 5 5 5 4 4 3 3 3 6 5 5 5 5 4 4 6 6 6 5 E 3 $ 1 1 2 2 1 2 2 3 3 i 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 5 4 4 4 5 5 5 5 4 5 5 5 f € m 2 3 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 6 5 5 5 4 4 3 3 3 6 fi 5 5 5 5 4 6 6 6 8 i °s 1 1 i 1 1 1 2 3 3 i 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 5 5 5 4 4 5 5 a" 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 3 3 3 3 3 3 3 4 4 3 3 S 1 1 i 1 1 1i 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 5 5 5 4 4 5 5 i € 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 3 3 3 3 3 3 3 4 4 3 3 E S 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 5 5 5 4 4 5 5 f° m 2 2 2 2 2 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 3 3 9 3 3 3 3 4 4 3 3 'BMW i i 1 1 2 3 3 1 2 2 3 3 3 3 2 3 32 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 5 5 5 4 4 5 5 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 4 4 3 3 f 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 3 3 3 3 4 2 3 3 3 3 0 4 4 3 3 3 4 4 4 4 5 5 4 4 4 4 5 5 5 4 4 5 5 € 2 2 2 2 2 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 3 3 3 3 3 3 3 4 4 3 3 f 3 1 1 t i i 2 3 3 1 2 2 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 3 3 3 4 4 d 4 5 5 4 4 4 4 5 5 5 4 4 5 5 f m 2 2 2 3 3 2 2 2 3 3 3 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 4 4 3 3 3 3 2 2 2 4 4 4 3 3 3 3 4 4 4 4 f S 1 1 1 1 1 t 2 3 3 1 2 2 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 0 4 4 4 5 5 4 4 5 5 E € 2 2 2 2 3 3 3 2 2 3 3 3 3 2 2 3 3 3 2 2 2 3 3 3 3 2 2 2 4 4 4 3 3 3 3 2 2 4 4 4 4 3 3 3 4 4 4 4 f 3 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3Talest 33 2College 3 3 3 4 2 3 2Stentl 3 3 3 4 4 4 3 3 3 4 4 4 4 5 5 Mow 4 4 4 4 5 5 5 4 4 5 5 f" m 2 2 2 2 3 3 3 2 2 3 3 3 3 2 3 3 2 2 2 4 3 3 3 2 2 2 4 4 4 3 3 3 3 2 2 4 4 4 4 4 3 3 5 5 d [37 49.625 62 75 84 m be 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. LICENSE •. ��� _ * No.58705 SATErF1oo 'CV�: �s •'•F50RIDP, /ONAL A. L4M MI[111 h, P.E. P.E.# 58705 NO CHANGES THIS SHEET Description: 1070TECHNOLOGYDRIVE ANCHOR QUANTITY TABLE N. VENICE, FL 34275 (941}480-1600 COWRIGNT 02017 PGT IGKTSIR SE INC. ALL RIGlRS RESERVED CERT. OF AUTH. #29296 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES ".2��+`3UCT RG`TF58C+ <�. �n�ey[ng v:eEh tizc a'iav`iur �;at4c3_xag Cede e� •hsu:�ptramev 7Ja t f' yy�,iga� ,ira;€coz Dane . x9 �/ 5y A2ta3n' ode f'=sah:zc? £'F]xaas- r J ROSOWSKI 3LE HUNG WINDOW INSTALLATION05/15/15 odal: Scale: Sheet: Drawing No. Rev: H-5560 1 NTS 1 10 OF 14 1 MD-DH5560-01 I B TABLE 11: Anchor "TArough-Fr®me'Installation Quantities Required for 18"Wisr m S 1 i 1 1 i 1 1 1 1 t 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 i 1 1 1 1 1 1 1 1 1 1 i 1 1 --- 24"Wdr37 JambJamb 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 i 1 1 1 1 1 i i 1 3 1 1 1 i 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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'VJide Aniter Group 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 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"Wide Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2+ 2 2 2 2 2 2 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"Wde Jamb s 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 3 3 3 3 3 3 3 2 2 3 3 3 13]�S 3 3 2 2 52-118"4'fide Jamtr --_ mS� 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 3 3 3 3 3 3 3 3 } 3 3 3 3 } 3 3 3 3 3 3 3 3 3 3 5a"4Vide 6 2 2 2 2 2 2 2 3 3 2 2 2 3 } 3 3 3 3 1 3 9 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 3 18'WNe Jemb ---_ 1 t 1 1 1 1 1 1 1 1 1 1 1 t 1 1 4 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 i 1 1 1 1 1 1 24"YJide Jamh 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i i t 1 1 1 1 1 i 1 1 1 1 1 1 i 1 1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 32"Wide JanQ __ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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'Who Jamb Anchor `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 Group 40'Wde Jemb S 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 T 2 2 2 } 3 2 2 2 2 } 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48 Jamh Wke 2 2 2 2 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 1 3 3 3 3 3 3 3 3 3 3 3 } 3 3 3 3 3 -- 52-1;ffi JemE 'Wide `m S .. 6 2 2 2 2 2 3 3 3 2 2 3 3 3 3 3 3 a 3 3 4 2 3 3} 3 3 4 4 4 3 3 3 3 9 3 } 1 3 3 3 3 3 i 3 3 3 3 3 } _ S4'W1de Jmnb 2 2 2 2 2 2 3 3 3 2 2 3 3 3 a 4 3 3 3 d 4 3 3 3 3 3 4 4 3 3 3 3 4 4 9 4 3 3 3 3 3 3 3 3 3 3 3 3 1rwits Jmnb 1 1 1 1 1 1 1 1 1 1 1 1 1 i 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 i 1 2G'VJitle JamQ 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32"VJtle Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 JemE Anchor `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 Gsoup 40''.Vide Jamb G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2} 2 2 2 2 Y 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 46"Wtde JemE 2 2 2 2 2 2 2 2 2 2 2 2 2 Y 2 2 2 2 2 2 2 2 2 2 2 2 2 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 Y 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 3 2 2 2 3 3 2 2 2 2 2 .J'WtleJamb JamQ 2 2 2 2 2 2 2 2 tis rypea: Bottum Sasb peacription hr gt,an Renge�Wv�tlow Shown Equal-i4e SlandaN Cottage EqueUite Standard PmJew ielkst Slandertl Cartage Equel4ite Stallard Pradew Shortest Telkst Cuetem Size Standard Cartage touel46e Stallard Prow Cu smm Size SQodest Telast Stan&rd Corege EqueHe Standard Provrw Cwtom Size Custom Size Tallest StambNCottage Cuemm Size Equel4Xe StadaN ProMew Custom size Cusmm Size Shadest mallard Garage Cusmm Size EqueHAe custom size StmdeM Provew Cusmm Sire Custom Size Custom Size Sborteet Tallest E qual4Re Custom Size. Custom Size Custom Size Stentlerd Prodew Cusmm Size Custom Size Eglmi4ge Size Cuemm Size Proview bottom Sean Heigm Range (m) 11266 13517-16516 11.517-1351b 112fi6-11.51fi 23.51T-24.841 20517-23516 te.0t6-20.Si6 11.St7-18.015 11266-11516 24.51i-31516 26.517-2g.S16 23517-26.516 2P51T-23.5t6 18016-20.516 1t517-18015 11.266-11.516 26S17-35.141 23s17-28.516 20.517-23.516 18.016-20.Si8rS2 14.517-18.015 11517-14.516 ii.2�-115162 36517-36.Tb6 27.51]-3051S 2#517-2i 516 21.517-24516 180ifi-21.516 14517-18.615 11 c17-14.Si6 112bS-11.516 34.517-36.767 32517-34.516 28.517-32.Sib 26.51]-29.51b 23517-26.516 21.01fi516 18.016-21.015 14.517-18.015 11.516-14.516 38.S1i-44516 36517-]8.516 3{,517-35.516 32.517-}4516 30.517-32.516 28.517-3D.51b 26.517-26516 2q.516-26.516 11.266 38.517-4'1265 35517-38.Si6 -35516 % 1 t 1 i 1 1 2 3 3 1 2 2 3 3 3 3 2 3 2 } 3 3 3 4 4 4 } i 3 4 @ { 9 4 4 5 4 5 3 m 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 3 1 3 3 9 4 ] a 1 i 1 1 1 i 2 3 3 i 2 2 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 ♦ 4 3 3 3 @ 4 S 5 4 4 { 4 5 5 4 5 5 5 S 3 m'a 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 1 t i 1 1 t 2 3 3 t 2 2 3 3 3 3 2 3 3 3 3 4 2 3 3 3 3 A 3 3 3 4 4 + 1 5 5 4 4 4 5 5 5 4 5 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 14� 1 t 1 1 1 1 2 3 3 1 2 2 3 3 9 3 2 3 3 3 3 g 4 2 a 3 3 3 9 4 3 3 3 4 4 4 5 5 4 4 4 4 5 5 5 5 3_ m 2 2 2 2 } 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 3 3 ] 3 2 2 2 2 4 3 3 3 3 3 3 } 4 3 ] 'a 1 1 1 1 1 1 2 3 _ 1 2 2 ] 3 3 2 3' 3 3 i 2 3 3 3 3 3 3 ] 4 4 5 4 9 4 5 5 5 k 5 S 3 m 2 2 2 2 3 2 2 2 3 3 3 3 2 2 2 4 3 2 2 2 2 # 3 3 3 2 2 2 2 4 4 } } 3 2 2 2 2 4 4 3 3 } 3 3 4 3 3 W 1 t 1 1 1 i 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 2 3 3 3 3 4 4 4 3 3 3 4 4 4 4 4 4 5 5 5 4 5 5 5 3 m 2 2 2 2 3 3 3 3 2 4 3 3 3 3 2 4 3 3 3 3 2 2 5 9 3 3 2 - 5 4 4 4 } 3 3 2 2 4 4 4 9 3 ] 4 4 3 3 a 1 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 5 3 3 4 2 3 3 3 3 4 4 3 3 3 A 4 5 4 m£ 2 2 2 2 3 3 3 3 2 4 3 3 3 2 5 4 3 } 3 2 2 4 3 3 3 2 2 5 4 3 3 2 2 4 A } 3 3 4 4 3 MJm 1 i 2 2 1 2 2 3 3 1 2 2 } 3 3 3 2 3 3 3 3 4 2 3 3 3 } a 4 4 3 3 } 4 4 9 5 q 4 4 4 5 5 5 5 2 2 2 2 1 3 3 3 2 + ; _ 1 2 4 3 1 } 2 2 5 4 4 4 3 2 2 4 a 4 3 3 2 2 5 4 4 3 3 3 3 5 9 4 4 a @ a$ 1 1 1 1 i i 2 3 3 1 2 2 3 3 3 3 2 3 3 3 ] 4 2 3 3 3 3 4 4 4 3 3 3 4 + 4 4 4 4 4 d 5 s 2{ 3m 2 2 2 2 Y S 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 3 3 3 3 3 3 3 4 4 J 3 3i32 t 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 1 3 3 4 2 3 } 3 3 4 4 4 3 3 3 a F 4 4 4 4 6 4 5 5 _ ai m 2 2 2 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 3 3 3 3 3 2 2 2 2 3 3 3 3 3 } 3 9 4 3 �' '< 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 9 4 2 ] 3 3 3 4 4 4 3 3 3 4 9 5 4 4] 5 5 4 5 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 4 3 3 3 3 3 2 2 2 4 3 ] 3 3 3 9 4 3 3 a 1 1 1 1 1 1 2 3 3 1 2 2 3 3 3 2 3 3 3 3 4 2 3 3 3 3 4 3 3 3 4 d a 4 5 5 4 4 5 5 5 4 5 K 3$ m 2 2 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 3 3 3 2 2 2 4 ! 4 3 3 3 3 3 9 4 3 3 'a 1 1 1 1 1 i 2 3 3 1 2 2 3 3 3 3 2 3 } 3 3 4 4 2 3 3 3 3 4 3 3 3 4 4 4 5 5 4 4 4 4 5 5 5 4 5 K¢ m 2 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 t q 4 3 3 3 2 Y -0 4 4 4 ] ] 4 4 3 3 1 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 2 3 3 3 3 4 ; 4 3 } 1 4 @ # 4 5 5 4 4 i 4 5 4 m° 2 3 2 2 4 3 3 3 2 4 4 a 3 3 3 2 4 3 3 3 2 2 5 4 a 4 3 3 2 2 5 5 5 k a 3 3 2 2 5 5 5 4 4 a 3 3 'a 1 1 2 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 42 q 2 1 3! 3 3 4 ] 1 3 4 4 4 5 4 4 4 4 4 5 5 4 S 5 5 a m 2 3 2 2 4 4 3 3 P ♦ 5 a 4 3 1 2 5 4 4 3 1 2 5 5 a 3 3 3 2 5 5 a 4 3 3 3 2 5 5 E 4 4 4 4 3 ¢ 1 1 Z 2 1 2 2 3 3 1 2 2 3 3 3 3 2 3 3 } 3 a 2 3 3 3 4 4 3 3 3 k 4 4 5 s 4 4 9 4 5 5 4 5 5 K` 3 m 2 3 2 2 4 a 3 3 2 S 4 4 3 3 2 5 4 4 3 2 6 @ 3 3@ 3 2 5 5 4 4 4 3 3 2 4 4 } 5 5 4 4 gi 1 1 i 1 1 1 2 3 3 i 2 2 3 3 3 3 2 3 3 3 a 2 3 3 3 3 6 4 3 3 3 4 4 4 4 5 4 4 9 4 5 5 4 5 5 a 3 Jg jg admm 2 2 2 2 2 2 2 2 2 3 3 } 2 2 2 2 3 3 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 4 4 3 3 1 1 1 1 1 2 3 3 1 2 2 S } 3 2 3 3 3 a 4 2 3 3 3 ] 4 4 4 3 3 3 4 q 4 4 5 4 4 4 4 5 5 5 4 ¢ 2 2 2 2 2 2 2 2 3 3 } 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 2 3 3 3 3 3 2 2 2 2 a 3 3 3 3 3 3 4 4 3 3 1 1 i 1 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 a 2 2 3 3 3 3 4 4 i 3 3 3 4 9 4 a 5 5 4 4 1 5 5 5 4 54 5 5 a 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 22 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 A J 3 a 1 1 1 1 i 2 3 3 1 2 2 3 3 3 3 2 3 3 3 3 4 ♦ 2 3 3 3 3 4 9 4 3 } 3 4 5 5 4 4 4 4 5 5 5 4 5 5 5 K m 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 3 2 2 2 2 4 3 1 3 } 3 3 4 4 3 3 y 3R 1 1 1 i i 1 2 3 3 1 2 2 3 3 3 3 2 3 3 3 } 4 a 2 3 S 3 3 4 4 # 3 3 } 4 4 4 5 S 4 4 4 4 5 5 5 5 ¢ 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 2 2 2 2 4 3 3 3 3 3 3 4 4 3 3 4 1 1 1 1 1 1 2 3 3 t 2 2 3 3 3 3 2 3 3 3 3 a 4 2 3 } } 4 4 { 3 3 3 4 4 4 _ S 4 4 4 4 5 5 5 iY13hu,1sata m 3Ped4weemem 2 2 2 2 3 3 2 2 2 ] ] 3 1 2 2 2 4 3 } 2 2 2 2 4 3 3 3 2 2 2 2 4 4 ] 3 3 2 2 2 2 4 4 3 3 3 3 3 4 4 i 3 % 1 1 1 1 1 1 2 3 3 i 2 2 3 3 3 3 2 } 3 3 3 4 4 3 3 ] 3 3 4 t 3 3 3 4 4 4 @ 5 5 4 4 4 S 5 5 5 m 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 4 3 3 3 2 2 2 k 3 3 3 3 2 P 2 4 4 4 3 3 3 2 2 2 4 4 3 3 3 ] 3 4Custom 484 3"..ta4tleN 1 i 1 1 1 1 2 3 mHeart 2 2 2 2 3 3 3 2 3 24 25 37.315 a4 48 49.Q5 62 75 3 t 2 2 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 3 3 3 9 k 5 5 4 4 9 4 5 5 5 5 2 3 3 3 3 3 2 2 4 3 3 3 2 2 4 a 3 3 3 2 2 2 4 d 4 3 3 3 2 2 2 4 4 3 3 } 3 3 3 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 2 3 3 3 3 2 2 3 3 1 ] 3 1 2 2 3 3 2 2 2 2 2 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL � FIN FRAMES SEE TABLE 7, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ** MIN. BOTTOM SASH HEIGHT III: WINDOW BUCK HEIGHT - 48.484 ,-:gs�yfing v,i;it t$xe F9�ir,Yr Li�ti.[F£3dS4 CcrSe pp p� A,9fi'.,TJI.�'1D6 i+14s F '<✓ ° / Revision: �. raticast €` e \\, `�,NY LYNN�i., / NO CHANGES THIS SHEET.By �`. ' V10ENgF . , • * ; No.58705 * — Drawn By: Description: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI NOTES: — ••.VT��ol 0"y�-- % O ` •' . ��� N. VENICE, FL 34275 Date: 1) FRAME DIMENSIONS ARE BUCK. "MR"=MEETING RAIL. to ION \��� (�1}480-1600 DtOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 %ass �G\�� cDPTRIGHroson 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /ONAL ���` PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Drawing No. Rev: A. LYIVN M)111 R\P.E. ALL RIGHTS RESERVED DH-5560 NIT 11 OF 14 MD-DH5560-01 B 3) REFER TO TABLE 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. P.E.# 58706 CERT. OF AUTH. #29296 3.500" 3.500" 3.500" - 3.500" 3.483 �{ 3.483 ►{ �- -�- .063" r-- .063" �{ r-- .063".063" �f .062" .062" 1 2.444" 2.444„ 1.483" FA�{ 1.483" 1.483" 1.483" as � as � oo❑ oo❑ oo❑ o=� i ��oo❑ r .625" J-CHANNEL O 625 FLANGE FRAME OO FIN FRAME EQUAL LEG FRAME .625 1.3� OO O4 HEAD J-CHANNEL 13751 OO FRAME SILL .625 FLANGE OO FRAME SILL T 1.375' FRAME HEAD HEAD HEAD IT � Jyl_ 3.483" - 3 483" ►{ 3.500" 3.500" 3.500" 3.500" -ww*� .062" Q -� .062" �{ �- .0621 �{ .062" .062" D II 062"2. 444 2.444" T a Ln�D 1.483"1.483" I �1.483" I `-' I1.483,E asmoo❑ � �o�❑ LLL --- �oo❑ �' moo❑ ��Doo❑ 1.3 75° FIN FRAME O EQUAL LEG O 625 D 10 FLANGE FRAME 625 D O - 1.375" O JAMB 11 jIAN�B AME 1.375"JAMB 12 EQUAL LEG FRAME SILL FRAME SILL FRAME JAMB 1.641" 1.641" �{ T � T L215' 2.100" 2.176' 1.472" ►{ {� 1.565" �{ 1.376" � � .065' 1.375" 1.375" � Ili .974" .590' .471" .590" .347" -�- 1.000" Imo- .035" .355" .050" .070" .070" � � � .050" } 1.000" (�-- .06 15 16 SASH RAIL BALANCE 17 COVER SASI- STOP/ LIFT RAIL LIFT RAIL 21 18 SCREW COVER 19 )INTERLOCKINTERLOCK 20 TERL BEVELED BEVELED N ERLOCK 22 INTERLOCK COVER KDH EEPER ER RAIL COVER 316" REVSEO .864" .175" f' or' UCT a'a co:nywyang \YkES3 tt FleB'ex[c .754" 1.628" .050" ;3zc�ic7icag Carlo frp �}��o� o .035" �{�-�-� Revision: .hcceptufc�74c�_ `' ;:xssetarx 53M# 72 LAMI IG 80 EXTRUDED SCREEN FRAME 14 TOP SASH PULL �� NO CHANGES THIS SHEET." n,isaS zdo Pxiits'.: BEADING Ico NO. ••' 1.185" �j 1.100" _ * ;' 58705 * _ ® Description: Drawn By: 715 -_"0 '`'�" 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 715" 715"810" �= •. .<-N. VENICE, FL 34275 0 '. S ATE Title: Date: .060 .06011'<` oso" (941)-480-1600 (C� '•.O<ORIDP,. ' ��, DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 LIGHT SASH 23 STANDARD SASH 24 HD SASH 25 17 �ssi� 1GN���\ PGTG INDUSTRIES, INC. �// NAL �� ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev: REINFORCEMENT REINFORCEMENT REINFORCEMENT b[LVNNm�L`L�1z,P.E. DH-5560 NTS 12 OF 14 MD-DH5560-01 B P.E.# 58705 CERT. OF AUTH. #29296 - 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 Reinorcement 6063 T6 Al 30 61644 Weatherstrip, .18T' x .270" Fin Pile 31 1 6Q300 IWeatherstrip, .190" x .300" Foam Bulb 32 61719 Weatherstrip, .18T' x 220" PolyPile 33 61825 Weatherstrip Plug,.220" Finseal 35 78X1MTTT 1#8 x 1" Ph. PH SDS (Interlock Mounting Screw) SS 38 720210 Weep Hole Cover PVC 39 720185 Tilt 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 17BX114FPAX #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 # 11 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 # 135 26-29, 34, 36, 37, 65-71, 73 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. NO CHANGES THIS SHEET. BILL OF MATERIAL A (BOM) J ROSOWSKI 7rtle: Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 cote: Sheet: Drawing No. Rev: NTS 13 OF 14 MD-DH5560-01 B \\` (ON P��'. •''CIGENSF'•%� �� No.58705 �pT t"SATE2( l �44i SNAL � 1 // pAi A. LYNN PJIILLER, P.E. P.E.# 58705 R 45Ad i:Jti` I Fb,>cr,�atalac irk P V -crcgt•z aon Date -i3 tile r N/A FOR +50/-50 DP UNITS 18 SPIRAL BALANCE 42 43 OR CONSTANT FORCE 40 BALANCE 40 FRAME ASSEMBLY 5 � DETAILS EXTERIOR ATTACHES TO -"'PIVOT BAR, #60 ® NEXT SHEET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT ®2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS \\` (ON P��'. •''CIGENSF'•%� �� No.58705 �pT t"SATE2( l �44i SNAL � 1 // pAi A. LYNN PJIILLER, P.E. P.E.# 58705 R 45Ad i:Jti` I Fb,>cr,�atalac irk P V -crcgt•z aon Date -i3 tile r N/A FOR +50/-50 DP UNITS 18 SPIRAL BALANCE 42 43 OR CONSTANT FORCE 40 BALANCE 40 FRAME ASSEMBLY 5 � DETAILS EXTERIOR ATTACHES TO -"'PIVOT BAR, #60 ® NEXT SHEET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT ®2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS o rnk1T Bill of Material, cont. # Part # Description Material 45 720197 Auto 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 (Pivit Bar & tilt Latch Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key (Top & Bottom Sash) PVC 60 720206 Pivot Bar (Top & Bottom Sash) SS 61 7101/7102 Top Sash Tilt Latch (L&R) PVC 62 76X12FPTX #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 Screen 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. OescripUon: 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 MD-DH5560-01 B ATTACHES TO BALANCE OPT. LIFTRAIL INTERLOCK & COVER T(lP CACH ���. �' �1GENgF • •, l�F �' _ * No.58705 * r s r �s VasrED 05 ,y_n r�Fa "� '• � � � IS19fix��s?t STATE F i <cs ''�F�ORIDP, •''`G\?i\ is /''�S/ANAL �\ \k•\` w`�E�n:i-'Tas?m �rcai<tw: Cusg..' A. LYNN IvIILIEt♦}, P.E. P.E.# 58705 OPT. PULL HANDLE 62 EXTERIOR G� ATTACHES TO BALANCE MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ATTACHES TO BALANCE OPT. SWEEP LOCK BOTTOM SASH ASSEMBLY r1FTAll CZ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 )-480-1600 COPYRIGHT©2 PGT INDUSTRIES,, INC.IN ALL RIGHTS RESERVED CERT. OF AUTH. #29296 OPT. 48 AUTO LOCK a7 OPT. PULL HANDLE EXTERIOR OPT. BEVELED INTERLOCK & COVER