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HomeMy WebLinkAboutProduct ApprovalMIAM4DADE MIAMI-DADE COUNTY _$ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable riles 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 "SH -5400" PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, 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: None 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. ADVER'T'ISEMENT: 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# 16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 a Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI', sheets 1 through 12 of 12, 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, Durasealo spacer system, Super Spacer` NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). j Manuel Pere - Product Control E amine NOA No. 17- 63 6 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. 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. 2. 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. 3. 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 51h Edition (2014) and FBC 6th 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. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.06) 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. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window- N.I. approved on 08/18/16 and expiring on 07/30/20. it Manuel P ,," .E. Product Control� Exam' er NOA No. h7- 0.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8" MAX. O.C. VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 RADIUS -TOP HEADER (SIM. 12" MAX. FROM FOR ALL I FRAME SEAM WINDOWTYPES) j III I / A B, SEE 30" MAX. O.C. x-12" MAX. SHEET3 8-9 '.'.. EXTRUSION PROFILES ... ............................. _... - LIGHT A, SEE � SHEET31 EQUALLY SPACED ANCHORSPER TABLES 6 & 1 EQUALLY SPACED _ ANCHORSPER TABLES 6 & 7 II O hI / II /II II VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 12" MAX. 17-7/8" MAX. O.C. 6) MA) 10" MAX.IO.C. BUC HEIG - Ji_ 13-3/4" MAX. O.C. A �A •, 6-1 /2" MAX. X IIL--— I 11 II I 3 12" 17-7/8" MAX. O.C. I_ 52-1/8" MAX. BUCK WIDTH y 30" 12" MAX. 6, SEE MAX. O.C. �_ -- SHEET3 A, SEE--- SHEET 3� EQUALLY SPACED ANCHORSPER TABLES 6 & 7 - 84" ' MAX. 10" MAX. O.C. BUCK �- HEIGHT ,'113-3/4"MAX. O.C. EQUALLY SPACED + ANCHORSPER A� TABLES 6&7 6-112" MAX. J NOANCHUKSAI SILL SEE SILL WEEP - 52 -1/8" MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL -LITE CONFIGURATION 12" MAX. I 17- 8" MAX. O.C. �— 91.78" MAX. BUCK ' HEIGHT 10" MAX. O.C. j 133-3/4' MAX. O.C. 1 ' 6-1/2" MAX. B f- INO ANUHUKS AI JILL } SASH VISIBLE SEE SILL WEEP - LIGHT WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION ANCHORAGE EXAMPLE 21-5/8" MAX. O.C.FOR ARCH -TOP HEADER (SIM. FOR ALL / 1WINDOWTYPES) 0" / FR MAX. FROM AME SEAM B, SEE `r 30" MAX. O.C. -►- 12" MAX. SHEET3 A, SEE F SHEET3+ EQUALLY SPACED ANCHORSPER TABLES 6 & 7 EQUALLY SPACED ANCHORSPER TABLES 6 & 7 B T VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 12" MAX. 17-7/8" MAX. O.C. 6) MA) 10" MAX.IO.C. BUC HEIG - Ji_ 13-3/4" MAX. O.C. A �A •, 6-1 /2" MAX. j FIXED VISIBLE I 3 LIGHT WIDTH I, j III I / I '1 FIXED � _ J NO ANCHORS AT SILL 52 -1/8" MAX. BUCK WIDTH VISIBLE 8-9 '.'.. EXTRUSION PROFILES ... ............................. _... - LIGHT ASSEMBLY & PARTS LIST ................................... 11-12 HEIGHT O I j —_SASH LL VISIBLE / LIGHT HEIGHT 12" MAX. I 17- 8" MAX. O.C. �— 91.78" MAX. BUCK ' HEIGHT 10" MAX. O.C. j 133-3/4' MAX. O.C. 1 ' 6-1/2" MAX. B f- INO ANUHUKS AI JILL } SASH VISIBLE SEE SILL WEEP - LIGHT WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION ANCHORAGE EXAMPLE 21-5/8" MAX. O.C.FOR ARCH -TOP HEADER (SIM. FOR ALL / 1WINDOWTYPES) 0" / FR MAX. FROM AME SEAM B, SEE `r 30" MAX. O.C. -►- 12" MAX. SHEET3 A, SEE F SHEET3+ EQUALLY SPACED ANCHORSPER TABLES 6 & 7 EQUALLY SPACED ANCHORSPER TABLES 6 & 7 B SHEET3 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 12" MAX. 17-7/8" MAX. O.C. 6) MA) 10" MAX.IO.C. BUC HEIG - Ji_ 13-3/4" MAX. O.C. A �A •, 6-1 /2" MAX. II III O / I I, INSTALLATION, FLANGE & EQUAL LEG/BOX..... 3 X j III I / GLAZING DETAILS ................................................ 5 � _ J NO ANCHORS AT SILL 52 -1/8" MAX. BUCK WIDTH f SEE SILL WEEP - NOTCH DETAILS SHEET3 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 NOT RATED FOR IMPACT RESISTANCE —► 52-1/8" MAX. BUCK WIDTH SEE SHEETS 1-1/4" D, SEE — 8&9 SHEET4 C, SEE SHEET4+ I I I /I I I I / 84" 0! BUCK HEIGHT K AS SHOWN dT ° x i I Q (91.78" °i i MAX.) SEE I / SHEETS ° ° 'C 8&9 D---- J 1-1/4" SEE SILL WEEP - NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75" HEIGHT SEE TABLES 4- 7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 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 SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 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 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 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-7964; 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 & ALUMINUi HSIdl41MA AL OFFICIAL 0� V LY 7 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING \` OIA NN i USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). �\ ��'• IGEN ��'�/l �• Qom.••' � sF '•.•lam No.58705 � C�SS�F�ORIDP,.••G��� �y�rr O ZNAL 10N``\� A. LYNN MILLER, P.E. P.E.# 58705 GENERALNOTES ................................................. 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 ......................................... 8-9 '.'.. EXTRUSION PROFILES ... ............................. _... - 10 ASSEMBLY & PARTS LIST ................................... 11-12 CODES / STANDARDS USED: •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 S100-12 •AISC 360-10 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHT02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 UPDATED TO FBC 2017. - JR - 06/06/17 �ODUCT REVISF) as ,complong ve ah 3Exee F BlAdeugeode fmFxmi2tu)o ,€P>sYz nyy Mimi Pr04W1C1m'*?r_ Description: urown ay: GENERAL NOTES & ELEVATION J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 /Model: Scale: Sheet: Drawing No. Nev: SH -54( NTS 1 1 MD-SH5400-01 I B Glass Type Anchor Description (Listed from Exterior to Interior) Design Pressure Table #I Sheet# 1 3/4" I.G.: 1/8" A Exterior Cap + 1/2" Air Space + 1/8" A Exterior Cap 4 1 6 2 3/4" I.G.: 1/8" T Exterior Cap + 1/2" Air Space + 1/8" T Exterior Cap 4,5 617 3 3/4" I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 3/16" A Exterior Cap 4,5 617 4 3/4" I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 3/16" T Exterior Cap 4,5 1 6,7 "A ANNtALt U; "I"= ItIVIrt KtU AC Group Anchor Substrate Min. Edge Distance Min. Embedment" A #10 SMS (steel, 18-8 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" Radius -Top 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-GatorpUngrouted Southern Pine (SG=0.55) 1" 1-3/8" C 1/4" steel Ultraconcrete (min. 2.85 ksi) 1" 1-3/4" CMU, (ASTM C-90) 2-1/2" 1-1/4" Oriel/Proview 1/4" steel Creteflexcrete (min. 3.35 ksi) 1"1-3/4" (#4) 1/4" steel Ultraconcrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 114" steel Creteflexcrete (min. 335 ksi) 2-1/2" 1-3/4" ted 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" *MIN. OF 3 THREADS BEYOND THE METAL SUBS 1 HAI E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. CCOAI Clhl Group ...-_...... .....---....._ Anchor Substrate Min. Edge Min. Distance Embedment* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" 18-8 Screw 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" Elco UltraCorli) #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" 'MIN.UF3 IHKEAUSCtYUNU INt IVICIALJUCOIRAIC. 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 UltraCorli) 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 1 16 ksi 22 ksi A36 Sieel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi Frame Glass Frame Frame BUCK WIDTH Types Options Configs, Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) LEG Q �DD � ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Flange 3 �a Equal -Lite, Square/Rett., Through the frame ....into Concrete/CMU -sheet 3, option 2 (#2) 1 - 4 Oriel/Proview Arch -Top & of the window...... _._.through 1X Buckstrip into Concrete/CMU -sheet 3, option 3 w = & Cottage Radius -Top ....into Metal - sheet 3, option 4 In M UJ co / J W ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 Box / Equal -Lite, Square/Rett., Through the frame ....into Concrete/CMU - sheet 3, option 2 Equal -Leg 1 - 4 Oriel/Proview Arch -Top & of the window...... ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 (#4) & Cottage Radius -Top ....into Metal - sheet 3, option 4 Through the ....into 2X Wood Frame/Buckstrip -sheet 4, option 5 J -Channel Equal -Lite, Square/Rett., integral fin...... ....into Metal - sheet 4, o tion 7 P (#1) 1-4 Oriel/Proview & Cottage Arch -Top Radius -Top Through 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 Frame/Buckstrip -sheet 4, option 5 Integral Fin Equal -Lite, Square/Rett., integral fin...... ....into Metal - sheet 4, option 7 p (#3) 1 - 4 Oriel/Proview & Cottage Arch -Top & Radius -Top Through the frame ....into 2X Wood Frame/Buckstrip -sheet 4, option 6 ,,,.into Metal -sheet 4, option 8 of the window...... FIGIIRF A- FRAME CONFIGURATIONS Clf_•I IoC r . CODh= cu ADPQ BUCK WIDTH Dp BUCK WIDTH D q on BUCK WIDTH FLANGE E// BOX OR EQUAL -L- EQUAL -LITE ORIEL COTTAGE Clf_•I IoC r . CODh= cu ADPQ WINDOW SHAPES AS ABOVE OR SIMILAR ARL APPRUVtU. SHAHtS MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-9. "0111111" 1111 "l Fir:l IRF RFRAMF TYPFS BUCK WIDTH Dp BUCK WIDTH q on BUCK WIDTH FLANGE BOX OR EQUAL -L- o�DD * . No. 58705 7 LEG Q �DD � 3 �a _.2Z= %p�� •. J -CHANNEL IUI Q `� INTEGRAL FIN w _ i��S••,;P<ORIDP`.'`G�C� w M CD w x w = _ 7 �` E$0M7C. PGT ID ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 In M UJ co / J W RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARL APPRUVtU. SHAHtS MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-9. "0111111" 1111 "l Fir:l IRF RFRAMF TYPFS ar ct)m -Kying wstli thz Flcs Ida lauitding Cede. 420 Revision: E.z%pFatkm Eixte ,_t ANCHORS RE -GROUPED. ,f?Ci8`PTeiLStCt fi}$F` - JR - 06/06/17 Description: Drawn By., GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: wce: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH -5400 NTS 2 OF 12 MD-SH5400-01 B D� Dp 2h� q on �'C� v,10EN&,,, FLANGE BOX OR EQUAL -L- o�DD * . No. 58705 7 LEG Q �DD � 3 �a _.2Z= %p�� •. J -CHANNEL IUI Q `� INTEGRAL FIN i��S••,;P<ORIDP`.'`G�C� (941}480-1600 o�DD NOUSTR ADD ar ct)m -Kying wstli thz Flcs Ida lauitding Cede. 420 Revision: E.z%pFatkm Eixte ,_t ANCHORS RE -GROUPED. ,f?Ci8`PTeiLStCt fi}$F` - JR - 06/06/17 Description: Drawn By., GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: wce: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH -5400 NTS 2 OF 12 MD-SH5400-01 B •' IVIV �'C� v,10EN&,,, * . No. 58705 7 _.2Z= %p�� •. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S E OF (V�� i��S••,;P<ORIDP`.'`G�C� (941}480-1600 r�iONAL NOUSTR 1 j 1 11 I l l l t t �` E$0M7C. PGT ID ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 ar ct)m -Kying wstli thz Flcs Ida lauitding Cede. 420 Revision: E.z%pFatkm Eixte ,_t ANCHORS RE -GROUPED. ,f?Ci8`PTeiLStCt fi}$F` - JR - 06/06/17 Description: Drawn By., GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: wce: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH -5400 NTS 2 OF 12 MD-SH5400-01 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 EDGE DISTANCE EMBEDMENT I _�_ [- EMBEDMENT a EDGE DISTANCE 8 1 a °a 1/4 MAX TYP. ANCHOR TYPE, LYIViV ''.. SHIM EMBEDMENTAND OPT. TYP. ANCHOR TYPE, EDGE (2) 1" INTERIOR EMBEDMENT AND EDGE DISTANCE PER ° DISTANCE PER SUBSTRATE, SUBSTRATE, EACH END. SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. OPT. SASH TOP ���` ORIDP,, •'G��� VISIBLE EXTERIOR a LYIViV ''.. 86 OPT. (2) 1" INTERIOR 81 C FIXED EACH END. 19 20 OPT. SASH TOP ���` ORIDP,, •'G��� VISIBLE SCOPYRIGHT®2017 z�NALLI00 `` INC. LIFT RAIL A. LYNN MILLER, P.E. P E.# 58705 LIGHT HEIGHT FOR ALL WINDOWS: 1 ANCHOR @ 3.55" 48 49 FROM END AND AT 21 CENTER. a 22 FOR WINDOWS OVER 36" WIDE: 73 ADD ADDITIONAL 45 4647 SCREWS 16-3/8" 14 35 FROM END. FOR WINDOWS WITH BOTTOM—LOCKS: BUCK 50 a 16 ADD ADDITIONAL HEIGHT SCREWS @ 8-3/8" 1 R6 n �— FROM END. EXTERIOR a LYIViV ''.. 86 OPT. (2) 1" INTERIOR 81 C WEEP NOTCHES AT80 EACH END. ®T ••. EQUAL-LEG/BOX FRAME SHOWN SASH LIGHT 1/4" MAX SHIM .27" X 1.25"° ° ° f NO ANCHORS WEEPHOLE a REQUIRED IN W/COVER @ 38 FLANGE OR 2.87" FROM EQUAL -LEG EACH END. _ FRAME SILLS VERTICAL SECTION B -B USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. FLANGE FRAME NOTES: SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX SHIM �� SASH VISIBLE 1g) LIGHT WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, 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 BALANCE YPE VARIES WITH SASH WEIGHT EXTERIOR FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. BUCK WIDTH RIZONTAL SECTION A -A 1/4" MAX SHIM —►{ EQUAL LEG/BOX FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY RF VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION #10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 4-3/8" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3-15/16" Y 111 1 1 1 1 I/ PFRAME INTO METAL LYIViV ''.. P���•'• V10ENy�F'• �(�� �/ No.58705 * _ — -0 tATT�r •'. Z : 1070 TECHNOLOGY DRIVE ®T ••. ���` ORIDP,, •'G��� N. VENICE, FL 34275 (941)-480-1600 SCOPYRIGHT®2017 z�NALLI00 `` INC. PGT INDUSTRIES, ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P E.# 58705 CERT. OF AUTH. #29296 1/4" MAX. SHIM EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL NO CHANGES THIS SHEET EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, ° EMBEDMENT AND EDGE ° DISTANCE PER EDGE SUBSTRATE, ° DISTANCE SEE TABLE 2, SHEET 2. as colas Aymg with dw pArm. E3r-$1dsng code IT -ft AcceLsiance. Fda e - + Fxuiaatl" Date l n Bf _ By v P��iiarris nde Psod:acZ C-�a i FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Series/Modal: Scale: Sheet: Drawing No. Rev: SH -5400 NTS 3 OF 12 MD-SH5400-01 B INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. I�-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL r EMBEDMENT + FIN INTO 2X WOOD FRAME OR O 1/4" MAX SHIM 1/4" MAX SHIM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16 SHEET. E, SASH VISIBLE 17 J -CHANNEL EMBEDMENT AND EDGE 18 LI ❑� FRAME RATE, DISTANCE PER SUBSTRATE, � O SHOWN ,,- SEE TABLE 2, SHEET 2. D - _- ------ -" -- o (SCREW (SCREW SHOWN) 44 BALANCE 1 �Q EMBEDMENT �1/4" TYPE VARIES ----- - - ----- 1 MAX SHIM TYP. ANCHOR TYPE, 42 WITH SASH EDGE WEIGHT 54 DISTANCEann, Q 30 �aEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE,, SEE TABLE 3, SHEET 2. EXTT'EERRIOR TYP. ANCHOR TYPE, a 18 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. FIXED 19 20 OPT. SASH TOP yl J -CHANNEL LIGHT WIDTH FRAME SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL 1 FRAME LIGHT FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C -C 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. OVER 36" WIDE: 1/4 MAX' DADE APPROVED MULLION, 73 p ADD ADDITIONAL AND EDGE DISTANCE LIMITS, ANY —► SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #100R#12 STEEL 1/4" MAX. �— HEIGHT 50 a 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SELF -DRILLING SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS (GS), SEE 85 FROM END. SHEET 2. ALL WOOD BUCKS LESS ❑ TABLES 2 & 3, 30 THAN 1-1/2" THICK ARE TO BE SHEET 2. D� SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS 86 yy J LATCH (SHOWN) 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Q OPT. LOCK (SHEET 3). ( USED) SHALL BE DESIGNED 1--�— 65 TESTED UNIT FIN AND/OR (2) 81 31 30 63 LOCATION: 6-5/8" TOO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIORR WEEP FROM SASH END. TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE L FIN INTEGFRAME IN -FIELD NOTCHES T 80 THE RESPONNO SHOWN CH END. D ANCHORS OR ARCHITECLITY T OFFF RECORD. FRAME REQUIRED IN FRAME SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION 7 THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED D 1/4" MAX OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO co,*iaiy peg wi`hthr 0.1°' am4 di.n Cove INTEGRAL FIN E SHIM BEADING TO BEADING. INTEGRAL FIN INTO METAL 111111/ METAL (INTEGRAL FIN/FLANGE REMOVED) Acvvpb'n;.Grp,{,,; / ® 0. 0(, !1/0) FRAME SHOWN E�'�3`n�QS s�'�te CC��•° _ �.�` NV LYNN ' ,,� 0 Revision: 3Y ' 27" X 1.25" WEEPHOLE @ 2.87" � . • / : 1,10EN$ ' � / ?.• F �1�/ NO CHANGES THIS SHEET. ;��i ado prod tcaltvA OW/COVER 38 FROM EACH END. VISIBLE LIGHT FORMULAS P? i TYP. ANCHOR TYPE, EDGE DISTANCE _� No. 58705 ' - * . ' EMBEDMENT AND EDGE _� WIDTH - "a Description: Drawn By: DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. yI EMBEDMENT f @SASH: BUCK WIDTH - 6-1/2" _ -Q / @ FIXED LITE: BUCK WIDTH -4-3/8" ;� '. tj . �•: �\ 1070 TECHNOLOGY DRIVE J -CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI SHOWN) ��'. S ATE O �\ N. VENICE, FL 34275 Date. (SCREW VERTICAL SECTION •• HEIGHT (EQUAL -LITE) �(� '•.'P[ 0R10P•. (941)-480-1600 11 D -D BUCK HEIGHT/2-3-15/16" //// Title: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 INSTALLATION OPTION 5 Sy COPYRIGHT®2017 ANCHORED THROUGH INTEGRAL FIN Q L ��G\`\ //// J 1 j j j 11 x PGT INDUSTRIES, INC. RESERVED Series/Model: Scale: Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- 1100\ ALL RIGHTS A. LYNN MILLER, P.E. SH -5400 NTS 4 OF 12 MD-SH5400-01 B STRIP. SEE NOTE 2, THIS SHEET. P.E.# 58705 CERT. OF AUTH. #29296 3/4" NOM. 1/8" A GLASS 1/2" AIR SPACE 1/8" A GLASS — aEXTERIOR GLASS TYPE 1 1/8" T GLASS 1/2" AIR SPACE 1/8" T GLASS — aEXTERIOR TYP. GLAZING DETAIL GLAZING NOTES: "A" = ANNEALED "T" = TEMPERED !" NOM.GLASS FE TYP. 3/4" NOM. GLASS TYPE 2 3/4" NOM. 3/16" A GLASS — 3/8" AIR SPACE - 3/16" A GLASS aEXTERIOR GLASS TYPE 3 \\"`1vlI Vel.l1 /// ♦• CPl ......-:.lf/ p,\CENSE'•.. C� * No.58705 -o SATE O Z' 1070 TECHNOLOGY DRIVE R �: N. VENICE, FL 34275 i (941)-480-1600 s!�NAL IE��` COPYRIGHT ®2077 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 F CERT. OF AUTH. #29296 3/16" T GLASS — 3/8" AIR SPACE - 3/16" T GLASS - aEXTERIOR 3/4" NOM. GLASS TYPE 4 NO CHANGES THIS SHEET PRODUCT _-RE` ISEPID as c�-aply iqg pvAh LIM Fkrua - [Iimld?im Code . ®� A . E3 ccep; +s=ar,� i+?a t =:: �p ira;rrr lSat 26 B1. `✓i<iaati _3asie is a�'va.2 C�c,�. *�y: Description: urawn cy: GLAZING DETAILS J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Series/Model: Scale: I Sheet: Drawing No. Rev: SH -5400 I NTS 5 1 MD-SH5400-01 B TGRI F A Glans types 1-4 Bottom Sash Descnpeonksgiwn Range ®Window Height Statism Sash Height Range On) Design Pressure (IbsW) RelM Level Rt Window Buck Width 11 n) 1H 24 32 36 40 48 52.125 235 Equal -Ate 11.394 +50.0 -100.0 a50.0 -100.0 +50.13 -100.0 +50.13 -100.0 +50.0 -100.0 +50.0 A9.0 +50.0 -92.0 Standard Cottage 14.517-15,870 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 49].0 +50.0 490.0 28 Equal4h, 11.583-14.516 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 400,0 +W.O -100.0 +%O A7.1 Standant PWew 11.377-11.582 +50.0 -100.0 +50.0 -100.0 +511.0 -100.0 +50.0 -100.0 +50,0 -100.0 +50,0 -100.0 +50.0 -94.0 Tallest 23.517-25 286 +50.0 -100.0 +50.0 -100.0 +W.O -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 58.0 +50.0 -P.9 Stantlant Cottage 20.958-23.516 +50.0 -100.0 +50.13 -100.0 +50.0 -100.0 +500 -100.0 +W.O -100.0 +50.0 58.6 +50.0 -78.1 37.375 EquaPeo 17.517-20.957 +W.O -1500 +W.O -100.0 +W.O -100.0 +50,0 -100.0 +50.0 -100.0 +50.0 56.6 +50.0 48.0 Standal0 Prom. 14.517-17.516 +W.O -150.0 +50.0 -100.0 +50.0 -100.0 +W.0 -1W.0 +%o -100.0 +50.0 54.2 +W.O -751 Shortest 11.377-14.516 +50.13 -100.0 +W.O -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 53.0 +50.0 -73.6 Tallest 2].583-31.911 +W.O -100.0 +50.0 -100.0 +W.O -150.0 +W.O -97.0 +50.0 59.0 +50,0 -76.0 +W.O -71.0 Custom Size 26.517-27.582 +50.0 -100.0 +50.0 -100.0 +W.O -100.0 +50.0 -100.0 +W.O _IM0 +50.0 52.3 +50.0 -73.9 Standard Cottage 23.517-26.516 +50.0 -100.0 +50.0 -100.0 +50,0 -100.0 +50.0 -100.0 +W.O -100.0 +50.13 -79.0 +W.O -70.9 44 EquaNde 20.517-23.516 +50.0 -150.0 +50.0 -100.0 +50.0 -100.0 +50.0 AMID +WO -100.0 +W.O -78.3 +50.0 40.3 St idP;.w 17.517-20.516 +W.O -100.0 +W.O -100.0 +W.O 400.0 +50.0 AMID +50,0 -100.0 +50.0 -]8.5 +50.0 -70.4 Custom Size 14.517-17.516 +W.O -100.0 +uum -100.0 +W.O -100.0 +50.0 -100.0 +50.0 -1000 +50.0 -79.5 +50.0 -71.2 Shortest 11.377-14.516 +50.0 -150.0 +50.0 -t00D +53.13 -100.0 +50.0 -100.0 +W.O -94.1 +50.0 -78.8 +50.0 -71.8 Tallest 31.583-35.911 +50.0 -100.0 +50.0 -100.0 +W.O A0.9 +W.O 59.3 +W.O 59.3 +53.13 -74.9 +50.0 59.1 StantlaN Cottage 26.517-31.582 +50.0 -1000 +50.0 -500.0 +50.0 -100.0 +W.O -150.0 +530 496.4 +50.0 43.8 +50.0 55.8 EquaNBe 20.517-26.516 +50.0 -100.0 +50.0 -100.0 +50.13 -100.0 +50.13 -fOD.O +50.0 -93.2 +50.0 -71.6 +50.0 53.9 48 Stansi Prodrw 17.517-20.516 +50.0 -1000 +50.0 -100.0 +50.13 -100.0 +50.0 -Iwo +WO -97.1 +50.0 -74.9 +50.0 57.0 Custom Size 14.517-17.516 +W.O -100.0 +W.O -100.0 +W,O -150.0 +50.0 -100.0 +50.0 -92.0 +50.0 -76.3 +50.0 58.1 Custom Size 12.517 -14.516 +50.13 -100.0 +50.0 -100.0 +W.O -100.0 +50.0 A6J +50.0 57.8 +50.0 -73.8 +50.0 58.9 Shortest 11.MT 12.516 +50.0 -100.0 +50.0 -100.0 +W.O -98:0 +50.0 493.0 +50.0 55.7 +W.O 42.2 +50.0 57.3 ca Tallest 33.208-37.536 +50.0 -100.0 +50.0 -95.4 +50,0 -84.3 +50.0 52.2 +W.O 51.9 +W.O -71.8 +50,0 56.8 i Stanoard Cottage 26.517-33.207 +W.O -100.0 +50.0 -100.0 +W.O -100.0 +50.0 -100.0 +%o -93.6 +50.0 -71.1 +50.0 53.3 Equal4se 23.517-26.516 +50.0 -100.0 +50.0 -100.0 +W.O -100,0 +W.O -100.0 +50.13 -94.5 +50.13 -72.8 +50.0 55.1 m' Custom Size 20.517-23516 +50.0 -100.0 +50.0 -100.0 +W.O -100,0 +50.13 -150.0 +50.0 -94.6 +50.0 -72.9 +50.0 55.1 49.625 Standard Pnv4ew 17.517-20.516 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +50.0 -100.0 +W.O -96.0 +50.13 -73.7 +W.O 55.8 g Guslom Size 14.51]-17.516 +50.0 -150.0 +50.0 -IW.0 +50.13 -100.0 +50.0 499.0 +50.0 49.8 +50.0 -75.1 +50.0 57.1 Custom Size 12.51]-14.516 +50.0 -100.0 +50.13 -100.0 +50.13 -93.7 +53.13 -92.5 +50.13 55.7 +50.13 -72.2 +50,0 57.3 Shortest 11.377-12.516 +50.13 -150.0 +50.13 499.6 +50.13 -88.7 +50.13 57.0 +50.13 51.9 +50.0 59.5 +50.13 54.4 Tallest 36.51]-41.644 +W.O -100.0 +50.0 52.8 +50.13 -71.2 +50.0 58.5 +W.O 57.1 +50.0 56.1 +WO 58.2 Standanl Cottage 31.517-36.516 +W.O -100.0 +50.0 A9.2 +50,0 58.3 +50.0 56.6 +W.O 56.4 +50.0 54.2 +50.13 56.6 EquaNde 26.517-31.516 +50.13 -100.0 +50.0 -100.0 +W.O -100.0 +W.o A6] +50,0 55.7 +50.0 53.7 +W.O 56.3 Standard Prwtew 23.517-26.516 +50.0 -100.0 +50.0 1 498.7 +50.0 57.8 +50.0 56.0 +50.13 51.9 +50.13 45.4 +50.0 5].8 62 Custom Size 20.517-23.516 +50.0 400.0 +50.0 58.3 +W.O -77.0 1 +50.0 -74.6 +50.0 43.6 +50.0 54.8 +53.13 58.8 Custom Size 17.517-20.516 +50.0 -97.3 +50.0 -79.9 +0.0 58.7 +50.0 55.8 +50.0 54.2 +50.0 50.5 +53.13 55.6 Custom Size 14.517-17.516 +50.0 -89.6 1 +50.0 -73,0 +W.O I 5BIS +5(1.0 58.9 +%0 57.13 +50.0 55.9 +W.O 52.6 Customsize 13.017-14.516 +50.0 56.1 +50.0 -70.0 +W.O -59.0 +50.13 56.0 +50.0 -50.9 +50.0 52.4 +50.0 51.5 Shortest 11.864-13.016 +50.0 -831 +W.O 57.8 +W.O 57.0 +53.13 53.9 +50.0 51.8 +W.O 50.0 +50.0 50.0 Tallest 39.517-41.644 +W.O -100.0 +500 52.6 +50.0 -71.2 +50.13 58.5 +W.O 57.1 +W.O 50.6 +50,0 53.0 Custom Size 38.517-39.516 +50.0 -100.0 +50.0 :is +50.13 -77.5 +50.13 -75.0 +50.0 -74.1 +50.0 50.7 +50.0 53.1 EquaNde 35.517-38.516 +W.O -100.0 +53.13 -920 +W.O 50.8 +W.O -78.5 +50,0 -77.9 +50.0 50.0 +50.0 52.4 75 Cuslam Size 32.517-35.516 +W.O -150.0 +W.O 55.3 +50.13 -74.0 +50.0 -71.4 +W.O -70.2 +50.0 50.2 +50.0 52.5 SlartlaN Phsiew 29.517-32.516 +50.0 -94.6 +50,0 47.5 +50.0 56.3 +50.0 53.3 +W.O 51.6 +50.0 59.2 +50.0 53.0 Custom size 26.517-29.516 +50.0 57.2 +50.0 41.0 +W.O 50.0 +50,0 56.9 +50.0 -54.9 +50.0 535 +50.0 51.5 SMdest 25.516-26.516 +50.0 -85.0 +50.0 59.0 +W.D -58.1 +50.13 55.0 +50.0 53.0 +50.0 51.4 +50.0 50.6 Equal-Ide 38.517-41.644 +50.0 -99.6 +50.0 -P.5 +W.O 56.3 +50.0 5613 +53.13 -61.6 +50,0 58.4 +50.0 50.5 84 Custom Size 35.51]-38.516 +50.13 -87.2 +50.0 -71.0 +W.O 50.0 +50.0 56.9 +W.O 54.9 +50.13 53.5 +50.0 50.8 Standanl PWew 33.818-35.516 +50.0 -83.7 +50.0 57.8 +W.O -57.0 +50.0 53.9 +%o -51.8 +50.0 50.0 +W.O 50.0 91.78 Talleal -41.64 +50.0 -83.7 +50.0 57.8 +W.O 57.0 +50.13 53.9 +W.O Sis 1 +50.0 50.0 I +W.O 1 50.0 SEE TABLE 6, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 NOTES: 1) USE THIS TABLE 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. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 11.1111111)71 :A� * No.58705 ' 017 A7 -_ %0'.• STATE OF I \ !ONAL 1EN. . A. LYNN MILLER, P.E. (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) H HT eODUCT RE.V MED a; n ;.3yrsrts, iwiti the Fkari& p mldsn.,0de p Atex-g:rnaco Piles f ' . �} Revision: E aratisaa rate A. NO CHANGES THIS SHEET. riA;brta 'a�3611sru$zacc C*.-. Description: Drawn By: 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI N. VENICE, FL 34275 (941}480-1600 Title: Date: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 COPYRIGHT O 2017 PGT wIDl1STRIES, INC. SerisslModeh Srnle: Sheet: Drawing No. Rev: NA RIGKM RESERVED SH -5400 NTS 6 OF 12 MD-SH5400-01 B CERT. OF AUTH. #29296 I HDLG J. Glaac Types 2-d Bottom Sash Description for given Range (9Wind. Height Shown Sash Height Range (in) Design Pressure (Ilosl rt�i ) Relnf Level R2 Window Buck Width tin) 18 24 32 36 40 48 52125 23.5 Equal -lite 11394 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +650 -129.0 +65.0 -120.0 Standard! Cottage 14.517-15.8]0 +65.0 -130.0 +65.0 1 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 4300 +65.0 -127.0 +65.0 -1180 28 Equal4ke 11.583-14.516 +65.0 -130.0 +65.0 j -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 4300 +65.0 -130.0 +65.0 -730.0 StantleM Pmriew -F37] -11.582 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 AMC) +65.0 -130.0 +65.0 -123.0 Tallest 23517-25.286 +65.0 -730.0 +650 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 422.0 +65.0 -113.0 Slandartl Cottage 20.958-23 516 +65.0 -130.0 +650 -130.0 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +65.0 424.6 +65.0 -112.3 37.375 Equal4e 17.517-20.957 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +650 -130.0 +65.0 -130.0 +65.0 -121.2 +65.0 -109.3 StantlaM Pm4ew 14.517-17.516 +65.0 430,0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +650 -122.2 +65.0 -110.2 Shortest 11.377-14.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.0 +65.0 -107.0 Tallest 27.583-31.911 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -12].0 +65.0 416.0 +fi5.0 59.0 +65.0 93.0 Custom Size 26.517-27.582 +65.0 430.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -115.3 +65.0 -103.4 SIeMaM Cottage 23.577-26.516 +65.0 -1300 +650 -130.0 +650 -130.0 +85.0 -130.0 +65.0 -730.0 +65.0 -110.6 +650 492 44 EquaNke 20.517-23.516 +65.0 -130.0 +65.0 -130.0 +fi5.0 -130.0 +S5.0 -130.0 +65.0 -130.0 +65.0 -103.6 +650 4B.4 StahoeM Prwiew 77.51]-20.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -109.9 +65.0 -98.6 Custom Size 74.517-17.516 +85.0 -130.0 +65.0 -130.0 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +65.0 -111.3 +65.0 49] Shortest 11.3]]-14.516 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -113.8 +65.0 401.] Tallest 31.583-35.911 +650 -1300 +65.0 -130.0 +65.0 -127.2 +65.0 -125.1 +650 -116.0 +65.0 99.0 +65.0 43.0 SterdaM Cottage 26517-31.582 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +650 -130.0 +65.0 -130.0 +65.0 -103.3 +65.0 92.1 Equalbke 20.51]-26.516 +65.0 -130.0 +65.0 AMID +65.0 -130.0 +650 -130.0 +65.0 -130.0 +65.0 -100.2 +65.0 -89.5 48 $tardaM Proaiaw 17.517-21.516 W5.0 430.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.8 +65.0 43] Custom Size 14.517-17.516 +65.0 430.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +650 -108.8 +650 553 Custom Size 12.517 -14.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -110.9 +65.0 -98.8 Shortest 11.3T7-12.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +fi5.0 -130.0 +65.0 -114.5 +65.0 -101.8 Tallest 33.208-37.536 +65.0 -130.0 +65.0 -130.0 +65.0 -118.0 +85.0 -115.1 +650 -114.7 +65.0 -99.0 +65.0 -93.0 i SlantlaM Cottage 2651]-33.207 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 430.0 +65.0 -730.0 +65.0 49.6 +65.0 98.6 Equelbke 23.517-26.516 -;65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +fi5.0 -130.0 +65.0 -130.0 +85.0 -101.9 +65.0 51.1 m Custom Size 20.51]-23.616 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -102.0 +65.0 91.2 $ 49.625 Stantland Pro4ew 1].517-20.516 +65.0 -1300 +65.0 -130.0 +65.0 430.0 +65.0 -130.0 +85.0 -130.0 +65.0 -103.2 +65.0 52.1 -Size Custom 14.517-17.516 +650 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -1300 +fi5.0 -105.4 +65.0 93.9 Custom Sue 12.517-14.616 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.5 +65.0 -129.5 +650 -109.6 +65.0 57.4 Shortest 11.377-12.516 +65.0 -130.0 +65.0 -130.0 1 +65.0 -124.2 1 +65.0 -121.8 +65.0 -121.7 +65.0 -113.2 +65.0 -100.4 Tallest 36.517-41 Z" +65.0 -130.0 +65.0 -115.8 +65.0 -N.7 +65.0 5S9 +65.0 -93.9 +66.0 42.7 +65,0 91.5 SlandaM Cottage 31.517-38.516 +65.0 -130.0 +65.0 -130.0 +65.0 -123.6 +65.0 -121.2 +65.0 -121.0 +65.0 89.8 +6510 -79.3 Equal -Ike 26.517-31.515 +65.0 30 -1.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.9 +65.0 -89.2 +85.0 -78.8 SlahoaM Phsie 23.517-26.516 +65.0 -130.0 +65.0 -130.0 +85.0 -122.9 +65.0 -120.4 +65.0 -120.2 +650 -91.6 +65.0 -81.0 62 Custom Size -20.517 .23,516 +65.0 -130.0 +65.0 423.7 +65.0 407.9 +65.0 -11NIA +65.0 4031 +65.0 93.4 +65.0 -82A Custom Size 17 20.516 +65.0 -130.0 +65.0 -111.9 +00 -96.1 +65.0 42.1 +65.0 -89.9 +65.0 99.3 +65.0 94.5 Custom Size 14.517 -17.516 +65.0 --T-54 +65.0 -102.2 +63.0 -85.7 +65.0&2.4 +65.0 -79.8 +65.0 -78.2 +65.0 -78.2 Custom Size 13.017-14.516 +65.0 -120.6 +65.0 48.0 +65.0 426 +65.0 -78.3 +65,0 -75.5 +65.0 1 -734 +65.0 63.4 Shodeat -Tl-m--4 13616 +65.6 -117.1 -765 0 44.9 +65.0 -79.8 +65.0 -75.4 +65.0 -72.5 +65.0 -70.0 +65,0 -70.0 Tallest 39.517-41.644 +65.0 -130.0 +65.0 -115.6 +65.0 -99.7 +65.0 550 +65.0 -93.9 +65.0 44.9 +65.0 -74.2 Custom Size 39.516 -765.0 -130.0 +65.0 -124.2 +65.0 -108.4 +65.0 -105.0 +65.0 -103.7 +65.0 -84.9 +65.0 -74.3 Equal4lte 38,516 +65.0 -130.0 +65.0 -128.8 +65.0 -113.1 +65.0 Aws +65.0 -109.0 +85.0 44.0 +65.0 -734 75 Custom Size 35.516 +65.0 -130.0 +65.0 -119.5 +fi5.0 -103.6 +65.0 -99.9 +65.0 -98.3 +65.0 94.2 +65.0 -73.8 $IantlaM Pro.4ew-32.516 +65.0 -130.0 +65.0 -108.5 +650 -92.8 +65.0 98.7 +65.0 -86.3 +65.0 45.2 +65.0 -74.3 Custom Size -29.516 +65.0 -122.1 +65.0 49.3 +65.0 -83.9 +65.0 -79.7 +65.0 -76.9 +65.0 -74.9 +65.0 -74.9 Shortest -26.516 H..41�U44 +65.0 -MA +65.0 46.6 +65.0 51.4 +85.0 -77.1 +65.0 -74.2 +65.0 -71.9 +65.0 -71.9 EquaNke -41.644 +65.0 -1300 +65.0 -108.5 +65.0 -92.8 +65.0 98.7 +65.0 -86.3 +65.0 41.8 +65.0 -70.8 B4 Cuatom Size -38.516 +65.0 -122.1 +65.0 49.3 +65.0 -83.9-76.9 +65.0 44.9 +65.0 -71.1 StandaM Pra4ew-35.516 +65.0 -117.1 +65.0 -94.9 +65.0 -79.8 +65.0 -754 +65.0 -725 +65.0 -70.0 +65.0 -70.0 91.78 Tallest 41.644 +65.0 -11].1 +65.0 54.9 +65.0 -79.8 +65.0 -]5.4 +55.0 -720 +65.0 -70.0 +65.0 -70.0 SEE TABLE 7, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 NOTES: 1) USE THIS TABLE 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. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 i_ll l 111I II OCEN * : No. 58705 �O OF lLw �s • •. F(ORIDP. • •' G��: '7`/ ZONAL V,-\7 /11111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) H HT NO CHANGES THIS SHEET Pq(4 uif PF-VIMOD 3s0& Cade ry F m'q)tanoe Ade -_,,./ ` Q E�erWuz n Date FAH . 4iam1 ode Peo�"sUc€ CLdYHT� Description: .. Dy. 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI N. VENICE, FL 34275 (941)480.1800 TNe' Dote: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 COPYRIGHT02017 PGT INDUSTRIES, INC. Series/Model: Scab: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED SH -5400 NTS 7 OF 12 MD-SH5400-01 B CERT. OF AUTH. #29296 FOR ANCHOR GROUP D, TABLE 7, SHEET 9 MAY BE USED. MDLC o. Anchor Groep A I Arlclwr Gmup B Arclpr Gmup C Anchor Quantities RegUired for 18" Wide 24" Wits 32" Whk 36" Wide 40" Wide 48" Wide 52-1/8" Wide 18" WIOe 24" Witle 32" Witle 36" Wrtle 40" Witle 48" Wltle 52-1/B" Wide 18" Wide 24" Mile 32" Wide 36" Wide 4P Wide d8" wide 52-1/8" Witle "ThroUgh-Frame" Installation Jamb Jamb rc a rc m v Jamb rc a rc m Jamb rc a ro m 9 Jamb a ¢ o: m a Jamb ¢¢$¢ a m Jamb a m o JambJ�mb rc a a m o Jamb ¢ a o: m $`, Jamb rc a rc m b Jemb a: o: a m `w Jemb rc¢$¢ a m J:mb a m w Jamb o= ¢ rc m Jamb g s ¢ p m $¢ Jamb a m23.5 o Jamb ro ro$ Jamb p a Jamb E m A Jamb f$ Glass 1, Rein(. Types 2. g a d Level Battrxn Seeh rc¢ a Description or given Sash Heigh Range @ Wintlow Range On)BRt Helgw Shorn a m Equal -lite 11394 1 2 l 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 22 2StamanlCottage 28 Equal -lite 14.517-15.870 11.583-14516 t 1 2 2 1 1 1 1 2 2 1 1 1 1 2 2 2 2 1 2 2 2 2 2 1 2 3 2 2 2 1 2 3 3 2 2 1 2 3 3 2 3 1 1 2 2 1 1 1 1 2 2 2 2 1 1 2 2 2 2 1 2 1 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 1 1 1 1 2 2 1 1 1 1 2 2 2 2 1 1 2 2 2 2 1 2 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 StarMand Purview 11.37] -11 582 2 2 1 2 2 1 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 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23.517 - 25 286 1 2 1 1 2 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 3 2 37.375 Stahiaid Cottage Equal -lite Standard Pm ms 20.958-23.516 17.517-20.957 14.517-17.516 1 2 2 2 2 2 1 1 1 1 2 2 2 2 2 1 1 1 1 2 2 3 3 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 4 3 3 2 2 3 2 2 2 4 3 3 2 2 3 1 2 2 2 2 2 1 1 1 1 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 3 2 2 2 2 2 1 2 2 3 2 2 2 2 2 1 2 2 2 2 2 1 1 1 2 1 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 1 2 2 3 2 2 2 2 2 1 3 2 3 2 2 2 2 2 1 2 2 3 2 3 2 2 2 1 2 2 3 3 2 2 2 2 Shortest 11.377-14.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 2 2 1 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 2 2 2 2 2 Tallest 2TW-31.911 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom Sue 26.51]-27.582 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 Standani Cottage EquaNlte -Standard Pw. 23.517-26.516 20.517-23.516 17.517-20.516 2 2 2 3 2 2 1 1 1 2 2 2 3 2 2 1 1 1 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 3 4 3 3 2 2 3 2 2 2 4 3 3 2 2 3 2 2 2 4 3 3 2 2 3 2 2 2 3 2 2 1 1 t 2 2 2 3 2 2 1 1 1 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 1 2 1 2 1 2 3 2 2 1 1 1 2 2 2 3 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 3 3 2 2 2 2 Custom Sae 14.517-17.516 3 2 1 3 2 i 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shodest 11.377-14.515 3 2 1 3 2 i 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583-35.911 1 3 1 1 3 1 1 4 2 1 4 2 1 d 2 1 4 2 1 5 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 68 StanOattl Cottage EquaNlte Stentlant Pmmew Custom Slee Custom Sae 26.517 - 31.582 20.51]-26.516 17.517-20.516 14.517-1].516 12.517-14.516 2 2 3 3 3 3 3 2 2 2 1 1 1 1 1 2 2 3 3 3 3 3 2 2 2 1 1 1 1 1 2 2 3 3 3 4 3 3 2 2 2 2 2 2 2 2 2 3 3 3 4 3 3 3 2 2 2 2 2 2 2 2 3 3 3 4 4 3 3 2 2 2 3 3 3 2 2 3 3 3 4 3 3 3 2 2 2 3 3 3 2 2 3 3 3 4 3 3 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 2 1 1 1 1 1 2 2 3 3 3 3 3 2 2 2 1 1 1 1 1 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 2 3 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 1 2 1 2 1 3 1 3 1 3 3 3 2 2 2 1 1 1 1 1 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 2 3 2 2 2 2 2 2 2 2 3 3 3 3 2 3 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 Shortest Tallest 11.377-12.516 33.208-37.536 3 1 2 3 1 1 3 1 2 3 1 1 3 1 2 4 2 2 3 / 2 4 2 2 3 1 2 4 3 2 3 / 2 5 3 2 3 1 2 5 3 2 3 1 2 3 1 1 3 1 2 3 1 1 3 1 2 3 2 2 3 1 2 3 2 2 3 2 1 3 2 2 3 1 2 3 2 2 3 1 2 3 2 2 3 1 2 3 1 3 1 1 2 3 1 1 3 1 2 3 2 2 3 1 2 3 2 2 3 2 1 3 2 2 3 1 2 2 4 2 3 1 2 4 2 2 ab StantlaNConage Equ We Custom Sae 26.517-33207 23.517-26.516 20.517-23.516 2 2 3 3 3 2 1 1 1 2 2 3 3 3 2 1 1 1 2 2 3 4 3 3 2 2 2 2 2 3 4 3 3 2 2 2 2 2 3 4 4 3 2 2 3 2 2 3 4 3 3 2 2 3 2 2 3 4 3 3 2 2 3 2 2 3 3 3 2 1 1 1 2 2 3 3 3 2 1 1 1 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 1 2 1 2 1 3 3 3 2 1 1 1 2 2 3 3 3 2 2 2 2 2 2 3 3 3 3 2 2 2 2 3 2 3 3 3 2 2 2 2 2 3 3 2 3 2 2 2 2 2 3 3 3 2 2 2 2 49.625 Stantlan P,,M 17.51]-20.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sae Custom Size 14.517-17.516 12.517-14.516 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 2 3 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 1 3 1 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 2 3 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 Stuimest Tallest 11.377-12.516 36.517-41644 3 2 2 4 1 1 3 2 2 4 1 1 3 2 2 4 2 2 3 2 2 4 2 2 3 2 2 4 2 2 3 2 2 5 3 2 3 2 2 4 3 2 3 2 2 4 1 1 3 2 2 4 1 1 3 2 2 4 2 2 3 2 2 d 2 2 3 2 2 4 2 2 3 2 2 4 2 2 3 2 2 4 2 2 3 2 2 4 1 3 1 2 2 4 1 1 3 2 2 4 2 2 3 2 2 4 2 2 3 2 2 4 2 2 3 2 2 2 4 2 3 2 2 6 2 2 Staniad Cottage Equal -he Slan JaN Pm4ew 31.517-36.516 26.517-31.516 23-517-28.516 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 1 1 1 3 3 3 d 4 3 2 2 2 3 3 3 4 4 3 2 2 2 3 3 3 4 4 3 2 3 2 3 3 3 4 3 3 2 3 3 3 3 3 4 3 3 2 3 3 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 1 3 1 3 1 3 3 3 3 1 1 1 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 2 3 2 3 2 3 3 3 3 3 3 2 2 2 62 Custom Size Custom Sue 20.51]-23.516 17.51]-20.516 3 3 2 2 1 1 3 3 2 2 1 t 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 2 1 i 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 2 3 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 / 3 1 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 2 3 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 Custom Sae 14.517-17518 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 / 1 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 6 2 2 4 2 2 cost. Sae 13.017-14.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shontest Tallest Custom Sae 11.854-13.016 39.517-41.644 38.517-39.516 4 3 3 2 4 4 1 1 1 4 3 3 2 4 4 1 1 1 4 3 3 2 d 4 2 2 2 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 3 2 2 4 3 3 2 4 4 1 1 1 4 3 3 2 4 4 1 1 1 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 2 2 2 4 2 3 4 3 4 2 2 2 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 1 4 1 3 1 3 2 4 4 1 1 1 4 3 3 2 4 4 2 2 2 4 3 3 2 4 4 2 2 2 4 2 3 d 3 4 2 2 2 6 3 3 2 2 4 2 4 2 4 3 3 2 4 4 2 2 2 75 Equal -ate Custom Sae Stantlentl PmNew 35.517-38.516 32.517-35.516 29.517-32.516 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 1 1 1 3 3 3 4 3 3 2 2 2 3 3 3 4 3 3 2 2 2 3 3 3 4 4 3 2 2 2 3 3 3 4 4 3 3 3 3 3 3 3 4 d 3 3 3 3 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 1 3 1 3 1 3 3 3 3 1 1 1 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 2 3 2 3 2 3 3 3 3 3 3 2 2 2 Clatom Sae 26.517-29.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 d 3 2 4 3 1 4 3 1 d 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Slanest 25.516-26.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 d 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 84 EquaFlile Custom Sae Standen! Pmtiew 38.517-41.646 35.517-38.516 33.818-35.516 3 4 4 4 3 3 1 1 1 3 d 4 4 3 3 1 1 1 3 4 4 4 3 3 2 2 2 3 4 4 4 3 3 2 2 2 3 4 4 4 3 3 2 2 2 3 d 4 4 4 3 3 2 2 3 4 4 4 4 3 3 3 3 3 4 4 4 3 3 1 1 1 3 4 4 4 3 3 1 1 1 3 d 4 4 3 3 2 2 2 3 4 4 d 3 3 2 2 2 3 4 4 3 4 3 2 2 2 3 4 4 4 3 3 2 2 2 3 4 d 4 3 3 2 2 2 3 4 4 4 3 3 1 3 1 4 1 4 4 3 3 1 1 1 3 4 d 4 3 3 2 2 2 3 4 4 4 3 3 2 2 2 3 4 4 3 4 3 2 2 2 3 4 4 4 2 3 2 3 2 3 4 4 4 3 3 2 2 2 91]8 Tallest •• -4L644 4 4 1 4 4 1 4 4 2 d 4 2 4 4 2 4 4 2 4 4 3 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 6 4 2 4 4 2 SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 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. 1',11111)/ � ;.•'• -kCENSF •.C� * : No. 58705 0,�'.• SATE OF : �\ i Cis •'• A,t ORIDP.•'' \?� S G� �ONAL IEN A. LYNN MILLER, P.E. P.E.# 58705 Anchor Anchor Max. Anchor O.C. Spacing for GnupE GmupF "Integral -Fin" Installain 27' 4• -1s ec st*1ying with the Florida Rrai3dwg _:'i4:P.J�9YigC �l✓3 P✓ Revision: E`x: �ar5aas Z}ata. NO CHANGES THIS SHEET. t, f>i;:a_x;i ,azlA F'e`r.Etac1 f`s1Y�tc>y�* ",. ®BY Description: Drawn 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE, FL 34275 (941)-480.1600 Title: Date.. SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 COPYRIGNT62017 PGT INDUSTRIES, INC. SerieslModel. Scab:Sheet: Drowing No. - Rev: ALL RIGHTS RESERVED SH -5400 NTS 8 OF 12 MD-SH5400-01 B CERT. OF AUTH. #29296 TABLE 7: Anchor Group B Anchor Group C Anctnr Group D Anchor Quantities Required for 18" Will 24" Wide 32" Wide "Wide 40" Wide 48" Wlde 52-1/8" Wide 18" Witle 24" Wim 32" Wide 36" Wltle 40 Witle 98"Wim 52-1/8 Wide 18' Wide 24" Wide 32" Wide 36" Wide 40" Wide 4e' Wide 52-1/8' Wide "Throughfranle" Installation Jamb Jamb 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 1 4 38N 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 4 m 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 1 1 1 1 1 1 1 Jamb wo:rc w ¢ 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 E m 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 4 3 3 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 a 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 Jamb ; ¢ 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 rc m 2 2 2 2 3 3 3 2 2 4 3 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 d 4 3 2 2 2 2 2 4 4 4 3 3 3 3 42 3 3 a www 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 rc ¢ 1 1 1 2 1 1 2 2 2 i 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 w m 2 2 2 2 3 3 3 2 2 4 3 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 3 3 2 2 2 2 4 4 4 3 3 3 3 1 4 3 1 ti¢ 2 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 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb a 1 1 2 2 1 2 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 w m 2 3 2 2 4 3 3 3 2 4 4 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 3 3 3 2 2 2 2 4 4 4 3 3 3 3 4 3 L 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 2 3 3 3 3 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 Jamb w ¢ 1 1 2 2 1 2 2 2 2 i 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 6 4 3 3 3 3 3 4 4 3 4 rc m 2 3 3 2 4 3 3 3 2 4 4 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 3 3 3 2 2 2 2 4 4 4 3 3 3 3 4 3 a 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 3 2 2 2 2 3 3 3 3 2 2 2 3 3 3 3 3 2 2 2 1 2 2 2 3 2 2 2 Jamb X E w 8 a 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 1 3 3 3 4 4 3 4 x 3wxx2.384 of 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 wi 1 1 1 1 1 1 1 1 1 1 1 1 1 112 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 Jamb x w ¢ 1 1 1 2 1 1 2 2 2 1 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 w m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 d 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 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 i 1 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 i 1 Jamb a a 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 1 3 3 1 3 4 4 3 4 4 rcaIz¢yre m 2 2 2 2 3 3 3 2 2 4 3 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 3 2 2 2 2 2 4 4 1 4 3 1 3 3 3 9 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 Jamb 2 a 1 1 2 2 1 Z 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 'iR2 2 2 2 2 3 3 3 2 2 4 4 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 3 3 2 2 2 2 4 4 4 d 3 3 3 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 Jamb 1 1 2 2 1 2 2 2 2 1 2 2 2 3 3 3 1 2 3 3 3 3 d 1 2 2 3 3 3 4 4 2 3 3 4 3 3 4 4 4 3 3 3 3 3 4 4 3 4 d or 2 3 2 2 4 3 3 3 2 4 4 4 3 3 3 2 4 4 4 3 3 2 2 5 5 4 3 3 3 2 2 4 5 4 4 3 2 2 2 2 4 4 4 4 3 3 3 4 3 3 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 1 2 Jamb ¢ 1 1 2 2 1 2 2 2 3 1 2 2 2 2 3 3 1 2 2 3 3 3 4 1 2 2 3 3 3 4 4 2 3 3 3 3 4 4 4 4 3 3 3 3 4 4 4 3 4 4 ¢ 2 3 3 2 4 4 3 3 2 4 4 4 3 3 3 2 5 4 4 3 3 2 2 5 4 4 3 3 3 2 2 5 4 4 3 3 3 2 2 2 5 4 4 4 4 3 3 4 d 3 2 2 2 2 2 2 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 3 3 3 3 3 3 2 2 313 3 3 3 3 2 2 3 2 2 Jamb rcrc ¢ t 1 2 2 1 2 2 2 3 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 4 2 3 3 3 3 4 4 4 4 3 3 3 3 4 4 3 4 4 m 2 3 3 2 4 4 3 3 2 4 4 4 3 3 3 2 5 4 3 3 3 2 2 5 4 d 3 3 3 2 2 5 4 4 3 3 3 2 2 2 4 4 4 4 3 3 3 1 4 4 4 2 2 3 2 2 2 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 3 2 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 Jamb rc a 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 21 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 rc m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 9 4 3 3 3 3 3 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 i 1 1 1 1 1 1 1 1 1 Jamb rc ¢ 1 1 1 2 1 i 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 rc ,n 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 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 i 1 1 1 1 1 1 1 1 Jamb rc ¢ 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 rc m 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 rc a 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 7 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 rc 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 412 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 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 2 214 2 2 2 2 2 2 2 2 2 2 Jamb ¢ a 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 d 3 3 3 3 3 d 4 3 d 4 rc m° 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 3 3 3 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 2 2 2 2 2 d 4 3 3 3 3 3 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 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb rc¢ ¢ 1 1 1 2 / 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 m 2 2 2 2 3 3 3 2 2 3 3 3 3 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 h 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 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb o= a 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 t 2 2 3 3 3 3 3 2 3 3 3 3 3 d 4 4 3 3 3 3 3 4 4 3 4 4 rc9 r� 2 2 2 2 3 3 3 2 2 3 3 3 3 2 2 2 3 3 3 2 2 2 2 4 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 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 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Gles g' m g Types 23.5 28 37.375 44 48 49.625 62 75 84 91.78 Bobom Sash rc rc ti Descdpwrivorgven bash Heigh w Range Gn)i Height Shown ¢ m Equal -lite 11.394 1 2 1 Standard Cottage 14.517 -15.870 1 2 1 EquaNrte 11.583-14.516 1 2 1 Standard P.A. 11.377- 11.582 2 2 1 Tallest 23.517-25.286 1 2 1 Standard Cottage 20.958-23516 1 2 1 Equal4lle 17.517-20.957 2 2 1 Stantlard PMM. 14.517-17.516 2 2 1 Shortest 11.377-14.516 2 2 1 Tallest 27.583-31911 1 3 1 Cusfom Size 26.517-2].582 2 3 1 Standard Collage 23.517-26.516 2 3 1 EquaHhe 20.517-23.516 2 2 1 Standard PmHex 17.517-20.516 2 2 1 Custom Size 14.51]-1],516 3 2 1 Shortest 11.377-14.516 3 2 1 Tallest 31.563-35.911 1 3 1 StamJard Collage 26.517-31.582 2 3 1 EquaNtte 20.51]-26.516 2 3 1 Standard Pmwew 17.517-20.516 3 2 1 Cw10m Size 14.517 -17516 3 2 1 Cwtzm Size 12.517-14.516 3 2 1 Shortest 11.377-12.516 3 2 t Tallest 33.208-37.536 1 3 1 Standard Collage 26.517 - 33.207 2 3 1 Equal -Ike 23.517-26.516 2 3 1 Custom Size 20.517-23.516 3 2 1 Standard P.ew 17.517-20.516 3 2 1 Custom Size -14--51717 516 3 2 1 Custom Size 12.517 - 14.516 3 2 i Shortest 11.377-12.516 3 2 1 Tallest 36.517-41.644 2 4 1 Standard CoflaW 31.517-36.516 3 3 1 EgwHtte 26.51]-31.516 3 3 1 Standard PmAew 23.517-26.516 3 3 1 Custom size 20.517-23.516 3 2 i Custom Size 17.517-20.516 3 2 1 Custom Size 14.517 -17.516 4 2 1 -1-3-0-1714 -.516 4 2 1 Cwtom Size SFmrtest 11.864-13.016 4 2 1 Tallest 39.51]-41.644 3 4 1 Custom Size 38.517 - 39.516 3 4 1 EquaFltte 35.517-38.516 3 3 1 Custom Size 32.51]-35.516 3 3 1 Standard PrAm 29.517-32.516 3 3 1 Cwtam Slze 26.517-29516 4 3 1 Shortest 25.516-26.516 4 3 1 EquaHhe 38.517-41.644 3 4 1 Custom Size 35.517 - 38.51( 4 3 1 Standard Pmvm 33.818-35.516 4 3 1 Tallest - -4L644 1 4 1 SEE TABLE 5, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 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. �0N NNM * . No. 58705 Ll -0 S ATE O XN .• /'%ss/ONAL E� A. LYNIIJ WOW,, P.E. NO CHANGES THIS SHEET Anchor Max. Anchor O.C. spacing for Group F "Integralf'in" Installation ns ce; oyir, with dieFggdc: ti'da TT zxpua6ch LT'eie qJ PY. P�[i,^�rlxi car a.t Description: "' ." 7• 1070 TECHNOLOGYDRNE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE, FL 34275 (941}480-1600 Title: Date: COPIRIGFi702017 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 PGT INDusrRIEs, INC. Series/Model: Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED SH -5400 NTS 9 OF 12 MD-SH5400-01 B CERT. OF AUTH. #29296 .3.500" - �- .062" 3.500" .062" 3.500" 3.500" -►- .062" .062" ��.060" s1.483" E3- s1.483" 1.483" 1.483" .070' 0 0 El � 0 o � .715" �I 1.185" -�- t .625" J -CHANNEL FRAME T 1.375' O HEAD/JAMB .625 FLANGE FRAME O HEAD/JAMB FIN FRAME EQUAL LEG FRAME 1.375 O HEAD/JAMB O HEAD/JAMB LIGHT SASH 23 REINFORCEMENT 3.483" ►{ -�� .062" D 3.483" �{ -►�Ef .062" 3.483" 3.483" � .062" D �i�- .062" 2.444" Q 070" �- i JJJ___ .791" 1.036" T 1 -}� 1.331" ��- 1.182" .070" 1.041" -T-- .130„ 1.340" 2.444" 2.444" 2'444 as as - aa�� STANDARD 26 MEETING RAIL REINFORCEMENT HD MEETING RAIL 27 REINFORCEMENT .625" J- CHANNEL 1.375' O .625 FLANGE T� O SILL 1.375" O FIN FRAME RAMS Lf -O FEQUALLEG 7 8 RAME SILL FRAME SILL FRAME 1.872" --�{ 1.641" � 1.630" .065" 065" .375' -�I 1.215" kl.472" .-�{ 1.376" 2�.10�0IIII�" I L2.176' 471974" 590" 1.565" .347' .590" 1.231" 1.000" 035" 06ryr 355" ..050" .070" J.050 070 BALANCEFIXED STOP � 21 22 MEETING RAIL SASH RAIL 8SASH COVER SCREW OVER 19I INTERLOCK 20 INTERLOCK COVER INTERLOCK INTERLOCK COVER 5 Rti.iDUCT REV:SFD ,'.'.', £a4ffipayEis5 W1E}5 ;i➢e ['B�A@`B4g� `s$f2k[ei5$b� iC�e ay.��� aha" .301 316" �� .300" ` ANY LYNN � Revision: NO CHANGES THIS SHEET. Dale y - 11 „ N,%C oe�il`� .035" �f� .025" _ Description: Drown By: O O EXTRUDED 73 IG BEAD 80 O ROLLED 81 (( •• �' 1 '• ��Z' 1070 N. VET CE, FOLOGY6DRIVE % Q •. ST TE O �(/I WINDOW EXTRUSIONS J ROSOWSKI SCREEN FRAME SCREEN FRAME '10 ,•' .,RID?. ''` ��; c�,�aeo-,soo Title: SINGLE HUNG WINDOW INSTALLATION Date: - NI 05/15/15 7'VS70NAL �C1G \\� CGP1T21GHT®20,7 /i I �� PGT INDUSTRIES, INC. A.LYNNItv11��ER, P.E. ALL RIGHTS RESERVED S enes/Model: Scale: Sheet: brooRev: SH -5400 NTS 10 OF 12 �M'Dg-%c"H540001 B P.E.# 58705 CERT. OF AUTH. #29296 TABLE 8: Part # Description Bill of Material 76 # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J -Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame Sill - J -Channel PVC 6 1 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH1DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 1 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 AI 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 Al 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 30 1 61644 Weatherstrip, .187" x .270" Fin Pile 67 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 74 33 61825 Weatherstrip Plug, .220" Finseal 75 35 78X1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 80 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 720210 Weep Hole Cover PVC 40 720XXXXX lConstant Force Balance 84 41 Screen Comer Key without Pull Ring #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Tension Spring Spiral Balance 86 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommeding 4SG TPS Spacer System Part # 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal )L Edge Spacer Sweep Lock KLI-tKtNVt tOI KtYVKI J: rIL-b/1I, Oy00 dO�lU TORI F A CONT NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13,15,24,25,28,29,34,39,61, 62, & 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. k� I\\\��0� CENO'6-Y LYN * No. 58705 *- '0,n'. ST TE O l �' IVyL S. ..... •� G ''/i'l\NNAL 0\ A. LYNN MILLER, P.E. P.E.# 58705 SILICONE HOT -MELT BUTYL Bill of Material, cont. If Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Znc 47 720195&6 Auto Lock Cover Assembly Cast Znc 48 76X1180PTX #6 x 1-1/8" Ph, FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Znc 50 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Corner Key PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key 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 Znc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Znc 64 720194 Sash Pull Handle With Latch Assembly Cast Znc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Znc 67 7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 73 720136 I.G. Bead PVC 74 Back bedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (7/8" x 1" x 118"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 83 47042 Screen Corner Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13,15,24,25,28,29,34,39,61, 62, & 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. k� I\\\��0� CENO'6-Y LYN * No. 58705 *- '0,n'. ST TE O l �' IVyL S. ..... •� G ''/i'l\NNAL 0\ A. LYNN MILLER, P.E. P.E.# 58705 SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4" NOM. FOAM 3/16" NOM, POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT.GLASS EXT. GLASS / // DINT. GLASS 76 KODISPACE 4 S G TPS ALUMINUM SUPER 77 SPACER®NXTTM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM. SEAL BUTYL & iICCANT ROLL -FORMED _ FOAM STAINLESS STEEL INT. GLASS DURASEAL® 7s SPACER EXT. DESICCANT FILL AREA 79 XL EDGETM 0 SPACER 5116" NOM. SILICONE SEAL GLASS REVISFD tS tis'Moging with fp& `3[bl.'°wa IO 1?-.tr Revision: NO CHANGES THIS SHEET. ' Descrtption: Drown By: 1070 TECHNOLOGY DRIVE BILL OF MATERIAL (BOM) J ROSOWSKI N. VENICE, FL 34275 (941}480-1800 Title: - Dote. COPYRIGHT ea„7 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 PGT INDUSTRIES, INC. Seriea/Model. Swig: Sheet: browing No. Rev. ALL RIGHTS A RESERVETH.#29 SH -5400 NTS 11 OF 12 MD-SH5400-01 B CERT. OF AUTH. #29296 OPT. SWEEP LOCK O 18 46 48 OPT. AUTO LOCK 47 20 57 OR58 qg O 51 OR 52 85 0 1 45 55 O 6 � e OPT. PULL RAIL - '',', 22 19 INTERLOCK & ' 82 OR 84 COVER 55 87 ®,,,,, O a 86 b 35 OPT. 1 BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 ' ® & COVER FRAME WELDS O 18',, '' 54' 73 X4 16 - 50 73 X4 53 80 OR 81 d 44 0 14 �NOE --'-- ..---- - , • �• -------- , � SCREEN 49 60 OPT. PULL HANDLE ASSEMBLY Q 64 WITH LATCH DETAILS 65 a - 4140 _-__�- V CONSTANT FORCE 16 BALANCE�- OR �' OPT. PULL 82 OR 83 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 aA 67 1 16 MITERED FRAME WITH j Ate\ SASH INTERIOR AND EXTERIOR FRAME WELDS 66 - 37 ASSEMBLY 36 DETAILS d EXTERIOR -- 53 59 -- ` ---- --- A - � - D;J�"e"32F:V33EFi 5 __ ACHES T- BALANCE 53p6 pr va A dw Fkw ode -- --- -- — ---- — � C1HFRiGL SQd) .may, FRAME — `` LYN/V wig Revision: 5 e.atwnDA' ASSEMBLY ® ANY NO CHANGES THIS SHEET. Cr'�1GENSFM�C�'� kirad& me of DETAILS * : N0.58705 ' �` - Description: Drawn By., EXTERIOR —� / �= 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY •• v: • 44/ J ROSOWSKI NOTES: N. VENICE, FL 34275 ���•. 5 ATE F ,• �\ Title: Date: �F •F<ORIOP.• Q�; (941)480-1600 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 •" 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. iss� NG ��� COPYRiGHT02017 E 2) J -CHANNEL FRAME SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. ���� PGT INDUSTRIES, INC. Series Model: Scale: Sheet: v7rr 0NIA1 L ALL RIGHTS RESERVED No. Rev: 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. A. LYFNq MILLER \P.E. SH -5400 NTS 12 OF 12 �DrMowDlng-SI-15400-01B 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.# 58705 CERT. OF AUTH. #29296